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HomeMy WebLinkAboutLUA 09-105 Alder HeightsVia.po.mt, L08S0013 . LUA09-106 Kayren Kittrick 12 lots, Y:Pre.iYioajr:Plat S G Springbrook r,. 1 - Creek,steep slopes. • L05P0018 LUA09.10: Kayren KittrickIderFfeightss571'.i .• 23 (AA, 010.11ary Plat heft"`d l LUA09-108 1 / h' I Kayren Kittrick 6lots.w/rectract Scho'enf Cd-Sh art- L08S0012 V I , l Plat< Project KC Ale No. Renton File No. Project M r Plan Review Notes T`, ;est,Plat:(aka: L07S0057 LUA09-114 s Kayren Kittrick LLAwas done by Eggebrecht),.. Jai 6 1 9 Jerry o 0.0.00n/Tran L08S0021 LUA09-109 Kayren Kittrick tiSh ortliPlat CIA v1/6,c,j•c— Evendell Plat LO1P0016 •L1JA09-113 Kayren Kittrick Rosemonte L03P0018 LUA09-099 'Rocale Timmons Kayren Kittrick Stacy will close out10/30/2009 Sent to City Clerk) East Renton L02P0005 LUA009-100 • • Rocale Timmons Kayren Kittrick Stacy will close out 11/5/200.9 V111111G J Gal l.,11 Cx 1\GIJUL L c - 111E:4---Search iiHOMEiNEWSISERVICESIDIRECTORYiCONTACTI. I..._eSearch Kind, DDES Always King County Department of Development and Environmental Services 1` '''7. 4'1' 1 Yau'r'e ltil DDES z Permit informali r Online petm7t,searcbi»Permit: a(1PRJNT'FRIEN,.DLY SITENtAP„ ermltirfgrmato ' '. f ` Permit at a Glance get ing starte 5 `4+.: 4_, 7 Enter permit or Parcel ID number(PIN):I_ _ __ __._.I1L05P0018ppspfpermsorfilenumber: 6-10 digits,e.g.,2123069016) Submit-I1 itp 4" Title I Permit routing 1 Building inspection I Comments I Related permit activitiesYtp itt s .:;•Z., = Title TO TOP ns* 1 Details of the permit itself Status definitions1, r s'i Permit Information Contact Information t jt n pI 6earch j Project No:L05P0018 Applicant:;NORRIS HOMES_ i Reports - 1 1 Status:.RET/WCI Applicant12035 FABEN DRIVE address:MERCER ISLAND, Billing notes Title:ALDER HEIGHTS t-t_ypWASHINGTON 98040 Category descriptions Permit t e:;PRE-PLAT 9Assi ned Sib-type:PRE-PLAT _ _.._ __.._. AMAR PDYE Status definitions w staff Permit routing definitions Applied/Opened:08/23/2005 Contractor: Search tool improvement.; Contractor address:. a c e lr 1 Expiration Date: .......... .. ............................. ..................... Z#7' '' S .F Completed Date: _ _ ____._ .__—__.__. Site Information Maps&tproperty ressarch '., _ No. Lots:24 i Description:;ALDER HEIGHTS V............._ ... T . ........................................._._.. forms'&publlcaio s PRELIMINARY PLAT --- Vachon RNLocation8<RN cl.eosdes,pol0c4S f wth t'r{£ Juris.: driager ent 3.v CommunityjSOOS CREEK i Code Ei forcemen Plan: Fire Marshal Comp Plan:1URBAN RES 4-12AC t. r , n Owner:BAGLEY WILLIAM F BusinessIiGensa f. .!Parcel No:3323059009 (Link to A.Abo'`tilgt cA lC1 sz; a. - Parcel Viewer Map)9 • Link to:Property Report DistrictsSitelmap • Report iMap Permit routing TO TOP 0` Building inspection function status TO TOP Comments TO TOP Keyword I........ . Search=keyword PermitsPlus MAGATN 8/23/2005 FILE SENT TO LAND USE SERVICES CURRENT PLANNING ON 8/23/2005. ROGERSCA 8/25/2005 File information routed 8/25 to Trishah Bull,engineering, traffic,wetlands,geo,WRLD,fire,school,survey and records. HINTZT 8/26/2005 Info to LWES&NGIL http://info.kingcounty.gov/property/permits/PermitGlance/(S(r1 mt2dawu52nfabgfxsbdi3r... 08/28/2009 VILLI11G OGal GII QL.L pUI L 1 a6G G VI Y ROGERSCA9/26/2005 Notice of complete application letter sent 9/22; posting package sent 9/26 to John Norris;application considered complete a/o 9/20/05. Legal ads emailed to the Seattle Times and KC Journal for publ.on 9/29; NOA being mailed 10/4 to 500ft.parcels and STR agencies. Notice posted to the DDES web page. MUDDB 10/12/2005 FIRE ENGINEERING APPROVAL IS GRANTED SUBJECT TO REQUIREMENTS OUTLINED IN THE FENG FILE LOCATED IN THE LUSD FOLDER ON THE S"DRIVE. ROGERSCA 10/21/2005 Permit Fee Estimate letter sent 10/21/05. SIMMONSP 10/25/2005 Sent survey comments to Planner WESTLAR 11/1/2005 No addl geotechnical data is needed prior to preliminary approval.Approved GILLENN 11/29/2005 Site visit concur with wetland delin's and classifications. No additional info needed at this time. ROGERSCA 12/2/2005 Request for additional information letter sent 12/2/05; information due by 3/2/06. MUDDB 1/25/2007 ****SPRINKLERS ARE REQUIRED****IN RESIDENCES CONSTRUCTED WITHIN THIS SUBDIVISION UNLESS THE REQUIREMENT IS REMOVED BY THE FIRE MARSHAL OR HIS DESIGNEE.SEE FIRE ENGINEERING CONDITIONS VIA OFFICE LINK. BERGAMM 4/5/2007 SWM adjustment L07V0006 conditionally approved. Leaves open the issue of possible mitigation for the southeast downstream path. ADMIN 9/15/2008 As a result of a claim filed under the Tiger Mtn LLC vs King County lawsuit,a refund was remitted in the amount of 365.02. For detailed information contact DDES Finance Section. GOLLS 10/21/2008 see also Rd Variance L07V0031 still at TECHMTG w/KC Rds GOLLS 8/24/2009 City of Renton requests file in entirety-boxed up and routed to P.Adams office 8/24/09;copy of all pertinent docs routed in folder to yr 2005 prelappr plat file cab in ERS annex area LUSD PRMS routing DDES-PUBLIC 8/23/2005 Added to Project Management MAGATN 8/23/2005 Review added MAGATN 8/23/2005 FINISHED at Permit Center ROGERSCA 8/25/2005 QUEUED at Current Planning Review ROGERSCA 8/25/2005 QUEUED at Land Use Traffic Engineer ROGERSCA 8/25/2005 Review added ROGERSCA 8/25/2005 QUEUED at Land Use Survey Review ROGERSCA 8/25/2005 QUEUED at Water&Land Resouces ROGERSCA 8/25/2005 QUEUED at Project Manage Prog ROGERSCA 8/25/2005 QUEUED at Fire Engineering SANDERSJ 9/9/2005 dupl CHESHIRB 9/21/2005 RECEIVED at Engineer Technician ROGERSCA 9/26/2005 Complete application ROGERSCA 9/26/2005 FINISHED at Complete Application ROGERSCA 9/26/2005 STARTED at Notice Of Application ROGERSCA 9/26/2005 NOA to be mailed 10/4 ROGERSCA 10/4/2005 FINISHED at Notice Of Application ROGERSCA 10/4/2005 NOA mailed MUDDB 10/12/2005 FINISHED at Fire Engineering SANDERSJ 10/21/2005 na SANDERSJ 10/21/2005 Review added SANDERSJ 10/21/2005 Review added http://info.kingcounty.gov/property/permits/PermitGlance/(S(rl mt2dawu52nfabgfxsbdi3r... 08/28/2009 vuiuic 1.3ocu'..11 EA-1'. JJvl L SANDERSJ 10/21/2005 QUEUED at Project Manage Prog SANDERSJ 10/21/2005 na SANDERSJ 10/21/2005 na CHESHIERB 10/21/2005 STARTED at Engineer Technician SIMMONSP 10/21/2005 FINISHED at Land Use Survey Review SIMMONI SP 10/21/2005 comments WESTLAR 10/25/2005 STARTED at Land Use Geotech CHESHIERB 10/27/2005 FINISHED at Engineer Technician CHESHIERB 10/27/2005 QUEUED at Land Use Engineering CHESHIERB 10/27/2005 rpt to pdye,tbul,klan, Iwes,ngil WESTLAR 11/1/2005 FINISHED at Land Use Geotech CLAUSSENK 11/15/2005 BUDGET LOCKED CLAUSSENK 11/15/2005 FINISHED at Project Manage Prog MOFFITjTC 11/21/2005 QUEUED at Land Use Wetlands Review 11/29/2005 STARTED at Land Use Wetlands Review ROGERSCA 12/2/2005 STARTED at Current Planning Review ROGERSCA 12/2/2005 req addtl information;due by 3/2/06 DYEP 1/3/2006 WAITOTHR at Land Use Engineering DYEP 1/3/2006 comments KLANGLEY 3/2/2006 STARTED at Land Use Traffic Engineer KLANGLEY 3/2/2006 Delayed entry to PRMS due to access prob CLAUSSENK 6/28/2006 reall-wl CLAUSSENK 6/28/2006 BUDGET RE-LOCKED 4 DINSMOREL 2/4/2008 Assigned Henoch, Lanny AS Project Manager CLAUSSENK 9/5/2008 reall CLAUSSENK 9/5/2008 BUDGET RE-LOCKED CLAUSSENK 8/20/2009 reall- CLAUSSENK 8/20/2009 BUDGET RE-LOCKED PRMS clock SYSTEM 8/23/2005 SYSTEM auto-started preclock at Permit Center. SYSTEM 9/20/200528 pre-clock period expired. ROGE SCA 12/2/2005 WAITCUST at Current Planning Review PRMS Milestone No comments available for L05P0018 4' Related permit activities on parcel TO TOP For more information about categories and statuses used on reports,see: Category descriptions for a list composition types and sub-types for each report grouping.Also refer to each permit type for additional details. Status definitions for general definitions for statuses such as pending, approved,finaled, etc. Permit routing status definitions for general definitions for statuses that are used by PRMS-Permit routing management system. Please e-mail questionsvsmaorcommentstoDDESWebinquines(c kmgcounty.go . 1 Permit information I FAQ I Maps&property research I Forms&publications Codes,policies&growth management I Code Enforcement I Fire Marshal I Business licenses I About/contact us I Site map http://info.kingcounty.gov/property/permits/PermitGlance/(S(r1 mt2dawu52nfabgfxsbdi3r... 08/28/2009 SEPA ENVIRONMENTAL CHECKLIST Alder Heights King County, Washington Submitted to: King County Department of Development and Environmental Services Land Use Services Division Submitted by: Norris Homes, Inc. Prepared by: Barghausen Consulting Engineers, Inc. August 2005 Our Job No. 11699 CIVIL ENGINIEERING, LAND PLANNING, SURVEYING, ENVIRO = AL SERVICES. D41` 18215 72ND AVENUE SOUTH KENT,WA 98032 (425)251-6222 (4 P01 Lthi gAx 1 ? BRANCH OFFICES • OLYMPIA,WA • TEMECULA, CA • WALNUT CREEK, CAs<> f y LO fir. .rg en.com 0 _" K.C. D.D.E.S.Nr'ENG N State;Enid°r0n 'e`ntal PPol icy Actva S:EPA1/ Check Fist ::: :r>>a King County r,: w',` _ . :' d•,,== :,: .;:;:..<< Department of Development and Environmental Services Land Use Services Division 900 Oakesdale Avenue Southwest Renton,Washington 98055-1219 For alternate formats, call 206-296-6600. 206-296-6600 TTY 206-296-7217 Purpose of the checklist The State Environmental Policy Act (SEPA), RCW Chapter 43.21 C, requires all governmental agencies to consider the environmental impacts of a proposal before making decisions. An environmental impact statement (EIS) must be prepared for all proposals with probable significant adverse impacts on the quality of the environment. The purpose of this checklist is to provide information to help you and the agency identify impacts from your proposal (and to reduce or avoid impacts from the proposal, if it can be done) and to help thel agency decide whether an EIS is required. instructions for the applicants This environmental checklist asks you to describe some basic information about your proposal. Governmental agencies use this checklist to determine whether the environmental impacts of your'proposal are significant, requiring preparation of an EIS. Answer the questions briefly with the most precise information known, or give the best description you can. You must answer each question accurately and carefully to the best of your knowledge. In most cases, you should be able to answer the questions from your own observations or project plans without the need to hire experts. If you really do not know the answer or if a question does not apply to your proposal, write "do not know" or"does not apply". Complete answers to the questions now may avoid unnecessary delays later. Some questions ask about governmental regulations such as zoning, shoreline and landmark designations. Answer these questions if you can. If you have problems, the governmental agencies can assist you. The checklist questions apply to all parts of your proposal even if you plan to do them over a period of time or on different parcels of land. Attach any additional information that will help describe your proposal or its environmental effects. The agency to which you submit this.checklist may ask ybu to explain your answers or provide additional information reasonably related to determining if there may be significant adverse impacts. SEPA Checklist lc-ckl-SEPA.pdf 04/01/2005 11699.010.doc[BTM/tep] Page 1 of 17 A. Background 1. Name of the proposed project, if applicable: Alder Heights Preliminary lat 2. Name of applicant: Norris Homes,Inc. 3. Address and phone number of applicant and contact person: Applicant Agent Norris Homes, Inc. Ivana Halvorsen John Norris Barghausen Consulting Engineers,Inc. 2053 Faben Drive 18215—72nd Avenue South Mercer Island,WA 98040 Kent,WA 98032 206)275-1901 425)251-6222 4. Date checklist prepared: August 2005 5. Agency requesting checklist: King County,Department of Development and Environmental Services 6. Proposed timing or schedule (including phasing, if applicable): Preliminary Plat approval is expected in late 2006. Construction is expected to begin in 2006 to be completed for recording in 2007. 7. Do you have any plans for future additions, expansion or further activity related to or connected with this proposal? If yes, explain. The applicant does not anticipate any other additions, expansions, or further activity related to or connected to this proposal. 8. List any environmental information you know about that has been prepared, or will be prepared, directly related to this proposal. Wetland Delineation Report prepared by Barghausen Consulting Engineers,Inc., dated April 22, 2005 Level One Downstream Analysis prepared by Barghausen Consulting Engineers,Inc.,dated 9. Do you know whether applications are pending for government approvals of other proposals directly affecting the propertyy covered by your proposal? If yes, explain. There are no known applications pending government approvals affecting the subject property. SEPA Checklist lc-ckl-SEPA.pdf 04/01/2005 11699.010.doc[BTM/tep] Page 2 of 17 10. List any government approvals or permits that will be needed for your proposal, if known. Preliminary Plat review/approval SEPA Determination King County Site Development Permit DOE NPDES Permit Soos Creek Utility District Developer Extension Agreements King County Final Plat pproval King County Road Varince approval 11. Give brief complete description of your proposal, including the proposed uses and the size of the project and site. There are several questions later in this checklist that ask you to describe certain aspects o your proposal. You do not need to repeat those answers on this page. (Lead agencies may modify this form to include additional specific information on project description.) The project proposal involves the subdivision of approximately 4.4 acres of land into 25 single-family residential to s, a minor access cul-de-sac 26-foot-wide private access tract, a wetland buffer tract,and a s ormwater drainage/park tract. 12. Location of the,proposal. Give sufficient information for a person to understand the precise location of your proposed project, including a street address, if any, and section, township and range, if known. If a proposal would occur over a range of area, provide the range or boundaries of the site(s). Provide a legal description, site plan, vicinity map and topographic map, if reasorTbly available. While you should submit any plans required by the agency,you are not required to duplicate maps or detailed plans submitted with any permit applications related to this checklist. The property is located northwest of the intersection between S.E. 184th Street and 124th Avenue S.E. It is located within the Southeast quarter of the Northwest quarter of Section 33, Township 23 North,Range 5 East,Willamette Meridian,King County,Washington(King County Parcel No.332305-9009). SEPA Checklist Ic-ckl-SEPA.pdf 04/01/2005 11699.010.doc[BTM/tep] Page 3 of 17 TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY B. Environmental elements 1. Earth a. General description of the site (circle or check one): Flat Rolling Hilly Steep slopes Mountainous Other b. What is the steepest slope on the site (approximate percent of slope)? The property slopes from the central portion of the parcel toward the outer property lines. Slopes of approximately 14 percent are located in the southwestern corner of the parcel. c. What general types of soil are found on the site (i.e., clay, sand, gravel, peat, muck)? If you know the classification of agricultural soils, specify them and note any prime farmland. According to the 1973 King County Soils Survey, the site contains Alderwood gravelly, sandy loam, 0 to 6-percent slopes (AgB), and Alderwood gravelly, sandy loam, 15-to 30-percent slopes(AgD). d. Are there surface indications or history of unstable soils in the immediate vicinity? If so describe. The applicant is unaw re of unstable slopes onsite or in the surrounding area. e. Describe the purpose, type and approximate quantities of any filling or grading proposed. Indicate source of fill. The site will be mass graded using on-site materials to accommodate the proposed housing, roads, and stormwater facilities. Cut and fill will be balanced as much as possible; however, if import/export of fill is required, it will be transferred/from an approved site. Approximately 10,000 cubic yards of grading could occur during and throughout the site development for lot grading, drainage facility construction, wetland buffer fill and mitigation, and road construction. f. Could erosion occur as a result of clearing, construction or use? If so, generally describe. Erosion could occur due to land clearing activities during construction. Control measures will be implemented prior to clearing, which include SEPA Checklist lc-ckl-SEPA.pdf 04/01/2005 11699.010.doc[BTM/tep] Page 4 of 17 TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY constructing drainage ditches, silt control. fences, and sedimentation control ponds,if needed. g. About what percent of the site will be covered with impervious surfaces after project construction (i.e.,asphalt or buildings)? After full buildout, including new homes, it is expected that approximately 70 percent of the site will be covered with impervious surface as allowed by the R-6 zone and in accordance with KCC 21.12.030. h. Proposed measures to reduce or control erosion or other impacts to the earth, if any: Clearing will be limi ed to those areas necessary for construction of streets, building pad , and utilities during the development stage. Installation of facilities as described in Section 1(f) above will be implemented during t le construction phase. 2. Air a. What types of emissi ns to the air would result from the proposal (i.e., dust, automobile, odors, industrial wood smoke)during construction and when the project is completed? If any, generally describe and give approximate quantities if known? The use diesel-powered construction equipment will result in some transitory air emission during the construction extending for a period of approximately 90 day . Following the completion of the project, air emissions will be du to vehicular traffic and future resident uses of vehicles. Some wood smoke can be anticipated from the wood-burning fireplaces and during 1 nd clearing operations on a limited basis. All of the above-stated potential emissions are typical for the construction and use of the residential lots. b. Are there any off-site sources of emissions or odor that may affect your proposal? If so,generally describe. Off-site sources of emissions include single-family residential uses and existing public streets in the area. These sources are not anticipated to negatively affect or be affected by the proposed project. c. Proposed measures to reduce or control emissions or other impacts to air, if any: Under Puget Sound Clean Air Agency Regulation I, Section 9.15, contractors will be required to take all reasonable precautions to avoid or minimize fugitive dust emissions. These precautions and control measures may include street cleaning to prevent dirt, mud, and other SEPA Checklist lc-ckl-SEPA.pdf 04/01/2005 11699.010.doc[BTM/tep] Page 5 of 17 TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY debris deposits on paved roadways open to the public. With such control measures in place,the potential for off-site air quality impacts is small. All applicable EPA and DOE standards governing air quality relative to the con•truction will be followed during the project development. 3. Water a. Surface: 1. Is there any surf.ce water body on or in the immediate vicinity of the site (includin. year-round and seasonal streams, salt water, lakes, ponds,wetlands)? If yes, describe type and provide names. If appro riate, state what stream or river it flows into. Portions of two C ass II Wetlands are located on the western portion of the site. 2. Will the project r quire any work over, in or adjacent to (within 200 feet)the describ d waters? If yes, please describe and attach available plans. Several of the pr posed lots, a portion of the storm drainage/park tract, and portion of the cul-de-sac will be located within 200 feet of the Class II We lands. 3. Estimate the amount of fill and dredge material that would be placed or removed from surface water or wetlands and indicate the area of the si e that would be affected. Indicate the source of fill material. No filling or dredging is proposed to occur in the surface waters. 4. Will the proposal require surface water withdrawals or diversions? Give general description, purpose and approximate quantities if known? No surface water will be withdrawn with this project. Currently, surface water runs off the site from the central portion of the site outwards. Stormw ater from the lots and roads will be directed to the proposed storm drainage vaults. 5. Does the propos I lie within a 100-year floodplain? If so, note location on the si e plan. FEMA FIRM FloIodplain Map No. 53033C0983F (see Appendix) shows that the subject property is located within Zone X, which is outside of the 100-year flood plain. SEPA Checklist lc-ckl-SEPA.pdf 04/01/2005 11699.010.doc[BTM/tep] Page 6 of 17 TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY 6. Does the proposal involve any discharges of waste materials to surface waters? f so,describe the type of waste and anticipated volume of discha ge. The proposal do s not involve discharging waste materials to surface waters. b. Ground 1. Will ground water be withdrawn or will water be discharged to ground water? Give general description, purpose and approximate quantities if known. The project proposal does not include withdrawal or discharge into groundwater. 2. Describe waste material that will be discharged into the ground from septic tanks or other sources, if any(i.e., domestic sewage; industrial, containing the following chemicals: . . .;agricultural; etc.) Describe the general size of the system, the number of such systems,the number of houses to be served (if applicable), or the number of animals or humans the system(s)are expected to serve. A public sewer will service the proposed lots on the subject property. No waste material is anticipated to be discharged into the ground. c. Water runoff(including stormwater): 1. Describe the sou ce of runoff(including stormwater)and method of collection and disposal, if any. Include quantities, if known. Where will this water flow? Will this water flow into other waters? If so, describe. As depictedon the Preliminary Road and Drainage Plan (please see appendix), stormwater runoff from the project, will be collected in catch basins and conveyed in underground pipes to a single combined detention/water quality facility located in the southeast portion of the sitef 2. Could waste materials enter ground or surface waters? If so, generally describe. Stormwater runoff from paved surfaces, which may include residue , from petroleum-based products, will be treated in the combined detention/water quality facility that is proposed for this project. SEPA Checklist lc-ckl-SEPA.pdf 04/01/2005 11699.010.doc[BTM/tepl Page 7 of 17 TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY d. Proposed measures to reduce or control surface, ground and runoff water impacts, if any: A complete storm drainage system will be designed and constructed to King County standards (2005 KCSWDM), which will include water quality and flow control facilities. Detention vaults will store surface water runoff during storm events and will provide release rates similar to pre-existing forested conditions. 4. Plants a. Check or circle types of vegetation found on the site: Deciduous tree: alder, maple, aspen, other Evergreen tree: l , cedar, pine, other Shrubs Grass Pasture Crop or grain Wet soil plants: cattail, buttercup, bullrush, skunk cabbage, other Water plants:water lily, eelgrass, milfoil, other Other b. What kind and amount of vegetation will be removed or altered? Nearly all of the existing vegetation located outside of the wetland/buffer will be cleared for home sites, road, park, and stormwater facilities. c. List threatened or endangered species known to be on or near the site. There are no known threatened or endangered plant species on or near the subject property. d. Proposed landscaping, use of native plants or other measures to preserve or enhance vegetation on the site, if any: The site is located in a tree retention area;the project will replant trees if required. 5. Animals a. Check or circle any birds and animals which have been observed on or near the site or are known to be on or near the site: Birds: hawk, heron, eagle, songbirds, other SEPA Checklist lc-ckl-SEPA.pdf 04/01/2005 11699.010.doc[BTM/tep] Page 8 of 17 TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY Mammals: deer, bear, elk, beaver,other Fish: bass, salmon,trout, herring, shellfish,other b. List any threatened o endangered species known to be on or near the site. There are no known threatened or endangered animal species on or near the subject property. c. Is the site part of a migration route? If so, explain. The site may be part of the Pacific Flyway. d. Proposed measures o preserve or enhance wildlife, if any: The project provides wetland buffers and mitigation for wetland buffer encroachment. 6. Energy and natural resources a. What kinds of energy(electric, natural gas, oil,wood stove, solar)will be used to meet the completed project's energy needs? Describe whether it will be used for heating, manufacturing, etc. Electricity will be required to provide street lighting, interior lighting, and heating within future homes. If natural gas is available, it will be extended to the property to be available for heating and appliances in future homes. b. Would your project affect the potential use of solar energy by adjacent properties? If so, generally describe. No, the project will not affect the potential use of solar energy by adjacent properties. c. What kinds of energy conservation features are included in the plans of this proposal? List other proposed measures to reduce or control energy impacts, if any: Future homes will be designed to comply with Washington Energy Code for insulation,glazing, etc. SEPA Checklist Ic-ckl-SEPA.pdf 04/01/2005 11699.010.doc[BTM/tep] Page 9 of 17 TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY 7. Environmental health a. Are there any environmental health hazards, including exposure to toxic chemicals, risk of fire and explosion, spill or hazardous waste that could occur as a result of this proposal? If so, describe. The applicant is no aware of any environmental health hazards associated with the sit or as a result of the proposed project. 1. Describe special emergency services that might be required. Typical emergency services for single-family residential subdivisions will be required. 2. Proposed measures to reduce or control environmental health hazards, if any: This item does not apply. b. Noise 1. What types of noise exist in the area which may affect your project i.e.,traffic, equipment, operation, other)? Noise levels in lie area are generally low and relate primarily to single-family res,dential uses and automobile traffic from the adjacent roadways and nearby school. These are not expected to affect the proposal. 2. What types and levels of noise would be created by or associated with the project on a short-term or long-term basis (i.e., traffic, construction,operation, other)? Indicate what hours noise would come from the site. On a short-term basis,noise levels may increase during the day due to operation of construction equipment for the installation of utilities and construction of roads. The noise impacts will be transitory and will be limited to daylight hours. On a long-term basis, the noise levels in the area may slightly increase due to the addition of 24 homes. 3. Proposed measures to reduce or control noise impacts, if any: No measures are .roposed to reduce or control noise impacts. SEPA Checklist Ic-ckl-SEPA.pdf 04/01/2005 11699.010.doc[BTM/rep] Page 10 of 17 TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY 8. Land and shoreline use a. What is the current use of the site and adjacent properties? East: Single-family residences West: Covington/Maple Valley No. 1 BPA transmission line easement North: Single-family residences South: Single-family residences b. Has the site been use for agriculture? If so, describe. The developer is not a are of prior agricultural use of the site. c. Describe any structures on the site. On-site structures consist of a single-family- residence and several appurtenant outbuildings, all of which will be removed. d. Will any structures be demolished? If so,what? The single-family residence and all appurtenant outbuildings will be removed. e. What is the current zoning classification of the site? Urban Residential,6 dwelling units/acre—R-6. f. What is the current comprehensive plan designation of the site? Urban Medium Residential,4-12 dwelling units/acre. g. If applicable,what is ihe current shoreline master program designation of the site? This item does not apply. h. Has any part of the site been classified as an "environmentally sensitive" area? If so, specify. Portions of two Category II Wetlands are located along the western portion of the site. i. Approximately how many people would reside or work in the completed project? We anticipate that awroximately 50 to 75 people will reside in the completed project after all 24 homes are constructed. SEPA Checklist is-ckl-SEPA.pdf 04/01/2005 11699.010.doc[BTM/tep] Page 11 of 17 TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY j. Proposed measures to avoid or reduce displacement impacts, if any: None are required. k. Proposed measures to ensure the proposal is compatible with existing and projected land uses and plans, if any: The proposed develo ment is consistent with existing zoning and Comprehensive Plan designations as it provides urban infill development and meet all of the density criteria of King County Code. 9. Housing a. Approximately how many units would be;provided, if any? Indicate whether high, middle or low-income housing. There will be 24 residential lots created for 24 detached single-family residential homes within the middle-income level. b. Approximately how many units, if any,would be eliminated? Indicate whether high, middle or low-income housing. One middle-income level residence will be eliminated. c. Proposed measures o reduce or control housing impacts, if any: No additional measures to control housing impacts are warranted. 10.Aesthetics a. What is the tallest height of any proposed structure(s), not including antennas? What is the principal exterior building material(s) proposed? The maximum height of structures will not exceed 35 feet as allowed by the R-6 zoning. Exterior materials and colors will be consistent with those used in surroun ling residential communities. These will probably include wood and/or vinyl siding and trims, and composition roofing. b. What views in the immediate vicinity would be altered or obstructed? None. c. Proposed measures to reduce or control aesthetic impacts, if any: None. SEPA Checklist Ic-ckl-SEPA.pdf 04/01/2005 11699.010.doc[BTM/tepl Page 12 of 17 TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY 11.Light and glare a. What type of light and glare will the proposal produce? What time of day would it mainly occur? No significant glare is anticipated to be generated by this proposal. Building materials to be used are not reflective. Required street lighting and house lighting is not expected to substantially increase overall illumination of the adjacent streets or parcels. b. Could light or glare from the finished project be a safety hazard or interfere with views? No, light or glare from the finished project could not be a safety hazard or interfere with views. c. What existing off-site sources of light or glare may affect your proposal? There are no anticipated off-site sources of light or glare that will affect the proposed project. d. Proposed measures to reduce or control light and glare impacts, if any: None. 12.Recreation a. What designated and informal recreational opportunities are in the immediate vicinity? Boulevard Lane Park is located approximately 0.5 mile southeast of the site. Renton Park is located approximately 1 mile northeast of the site. Fairwood Golf and Country Club is located approximately 1.5 miles northeast of the site. b. Would the proposed project displace any existing recreational uses? If so, describe. No,the proposed project will not displace any existing recreational uses. c. Proposed measures to reduce or control impacts on recreation, including recreation opportunities to be provided by the project or applicant, if any: On-site park facilities will be installed during plat construction. SEPA Checklist Ic-ckl-SEPA.pdf 04/01/2005 11699.010.doc[BTM/tep] Page 13 of 17 TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY 13.Historic and cultural preservation a. Are there any places or objects listed on, or proposed for national, state or local preservation registers known to be on or next to the site? If so, generally describe. The applicant is not aware of any registered preservation status on or near the site. b. Generally describe any landmarks or evidence of historic, archaeological, scientific or cultural importance known to be on or next to the site. The applicant is not aware of any historically significant landmarks on or near the site. c. Proposed measures to reduce or control impacts, if any: None are proposed. 14.Transportation a. Identify public streets and highways serving the site, and describe proposed access to the existing street system. Show on site plans, if any. The site is bordered b S.E. 184th Street to the south and 124th Avenue S.E. to the east. Th proposed project will construct a cul-de-sac and private access tract to access the interior lots. Lots adjacent to S.E. 184th Street an lots adjacent to 124th Avenue S.E. will access directly onto those rods from shared driveway easements. b. Is site currently served by public transit? If not, what is the approximate distance to the nearest transit stop? King County METRO Route 155 stops at the intersection of S.E. 176th Street and 116th Avenue S.E., which is located approximately 1 mile from the subject site. Please see the enclosed route map and schedule in the Appendix. C. How many parking spaces would the completed project have? How many would the project eliminate? Each lot will provide a minimum of two off-street parking stalls. No parking spaces will be eliminated as part of this proposal. SEPA Checklist lc-ckl-SEPA.pdf 04/01/2005 11699.010.doc[BTM/tepl Page 14 of 17 TO BE COMPLETED BY AP LICANT EVALUATION FOR AGENCY USE ONLY d. Will the proposal require any new roads or streets or improvements to existing roads or strreets, not including driveways? If so,generally describe (indicate whether public or private). The proposal includes the construction of a public cul-de-sac and a 26-foot-wide private ccess tract. Both S.E. 184th Street and 124th Avenue S.E. are designated as urban subcollectors and the project's frontage improvements will include pavement widening, sidewalk, curbs,and gutters. e. Will the project use (or occur in the immediate vicinity of)water, rail or air transportation? If so, generally describe. No, the project will not use or occur in the immediate vicinity of water, rail,or air transportatin. f. How many vehicular trips per day would be generated by the completed project? If known, indicate when peak volumes would occur. The project is expected to generate a maximum of 230 vehicular trips per day, with a peak hour volume of 24 trips. Peak hour times will occur during the day, enerally between 7 to 8 a.m.and 5 to 6 p.m. g. Proposed measures to reduce or control transportation impacts, if any: Construction of the on-site cul-de-sac is in accordance with the 1993 King County Road Standards for right-of-way width and improvement cross-sections. In addition, it is expected that the project will pay proportional traffic mitigation fees in accordance with King County regulations. 15.Public services a. Would the project result in an increased need for public services i.e.,fire protection, police protection, health care, schools, other)? If so, generally describe. As typical for single-family lots, the proposed project will result in an incremental increased need for fire, school, police, and other public services. b. Proposed measures to reduce or control direct impacts on public services, if any: Long-term impacts and the need for public services will be mitigated through the collection of tax revenues that provide the primary funding mechanisms for these services. SEPA Checklist lc-ckl-SEPA.pdf 04/01/2005 11699.010.doc[BTM/tep] Page 15 of 17 TO BE COMPLETED BY APAPPLICANT EVALUATION FOR AGENCY USE ONLY 16.Utilities a. Check or circle utilities currently available at the site: Electricity Natural gas Water Refuse service Telephone Sanitary sewer Septic system b. Describe the utilities tkat are proposed for the project,the utility providing the service and the general construction activities on the site or in the immediate vicinity which might be needed. Power: Puget Sound Energy Gas: Puget Sound Energy Telephone: Qwest Communications Water: Soos Creek Water&Sewer District Sanitary Sewer: Soos Creek Water&Sewer District Utility pipes/mains 12 inches or larger in diameter will be installed within or beyond the project and/or nearby rights-of-way as necessary to serve the proposed development. Utility installations that affect sensitive areas will be mitigated as required. SEPA Checklist lc-ckl-SEPA.pdf 04/01/2005 11699.010.doc[BTM/tep] Page 16 of 17 C. Signature The above answers are true and complete to the best of my knowledge. I understand that the lead agenc is relying on them to make its decision. 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R - -'coN i 8 III I-: 'ti\I 5.7''' MIWMl23 EFET N.AND C ( I I f,,: 1A S00.TM AIOFSMroO gUM4Y S.1.0 (.yB.AIp) aDENSITYCALCULATIONSIF. 3 IIf 1,.,•_I ' Ma a Y mRR m R ig F tomiViNS031 C.W.O.Y6WORKSH°HEET) i i,\ \) \...I 3 >,E+ zoxlxD DESY.wTwu e_e S• e R%'" g`` ,, y.l Arei.y 3" r IiII I,ttI 1..SOURCE o.nEiolp'su°CR.E°ic""o erweawa' sn[wu 1n,,2e ir.....A:. io1BurzER ; ,. _ ( b Y 1 °;'r coxsuLmm ENDiNEERs.nc,ww.2005 n AuaIAwE aYE2u+c uwTs 25 Lars G11 UTILRIES/SERVICESI Y 1< YDa.21Al2am) 10 01,1, S CRUX U M AND Sem D A= n Y „:,b. /' / .2 I _. I ,) V 0a St 103ND STREET EEl{{{ 1 .6°^.7.. ea. I ,__,y 20'.30•wo SDI. ( 263)6 0-100m-ImtsMsaNEAR.(Mr U W.m2 s.1, P \20140,S REH ,WA 900 EQV RfONREp RECREATION S ALC(2.LOTS.Sm e,q) 9m0 iF. g L_ 1 9G' ..),I I 1 1 A Saar cm.^A.AND St.DmRnP q I. / / \-1 I M/ -'"I P E 192M STREET Mt BWDWIL wG x..03S Si,.3.10 AC. r0( r" l• . 1' / OTC 21AO0./93) riJ' 1. .I IT)y -- NEONµYu 9m5e-1p39 O,SFJ I'•T• \ fj 4 .__.{ "O. PD0EVC.LS PUCE,SOUND En. MBAN 9ESOEMI.0 OEMR1'(mR)10 LOTS 1 ct. q BELL°MA 95053teal NE ccilAlzaeO) 12 ,-_ e I!;`'. Po O.00n Vt TRACT AREA TABLE O L Jj//, z I I19 P I I E; 1 O. SWILL 2wi4-1111 c 1 De 64. ) TO./ DEscwPRox A.(S.F.) s- 1D 111 I:,'i. I FME: ARE Dmwa o 4,3,r V / _ ° ome sf n5 i snEET j\yCETLwDBUFFERa.052 I• I r"f.-.,`'( fir.'''. MNN.M 9e073 t 1:6 I 1 B 2e•MATE ACCESS .052 VC%J JJ' I -3--_'V, '.1 1' . I/ I ;; 95)215-0931 C STwY ORAINWVPADE 10)51 O J 'x`J' E 11!! -- ( . Y ., 0// 1• I I I..,.' __--_ o STORY DRwaEmAaE x9e J De' -• • `"-:•• I I 3,I.. I'- _. m Sa 1Tx s1REn• MD`2 N , o,,..!`' V yt.-1}. I BM/1L :', /ROOM xu 9mos m 10D1 LOT MG 5415.s, ,3.AC ISBSIL '._i'_I C„ 1,P' ,,in e I 1'i . LOT AREA TABLE i• N -=,/- 3 mt I wM(s F.)' m1/ AEA(S.F.) r T ' J1 _ jk - I 15- I/} Tr.l.i.. 1nm133+m 25•R T D R i' I OWNER/DEVELOPER' eu9 IA 39a rlA. slew D waVPAAI, I I IS--4\ 1 • Y I ORRa NONES INC. Smo 5 ux o "5t 3; r 2053 MEN oRR[ y I y 5u3 c•J P"-°"•~ a^'- L I r , I { 14 MERCER w.vo.xA 9m.o p 1 y C1e345t SiS0 8 8 6 F010121324 a• I I r ivi / 4101: OFIRGPON 00 Ci S.igW1xORM55001830419 • 32m tl;'. em3 I, i _ ,. I M ENGINEER/SURVEYOR/PLANNERMO21wi 1 4321 22 32e0 Ir-', 0 e 0 1'- \ w i 9ARCNAVf52 CM6UL1w0 0..3,160. I 23 a2. G 00511N0 0m15-T0ND AK"SONN404224u00p3J'' DRM'IO2 F.1 I JQ'"Ili 21 E1112 8 TOTAL LOT ARM 111161 SF 131 C I - I G/- f71I 2A. a(.WrS)i31-51e2 yl„y yJ"/ JJ I 0W BVYRU/R.KIM 01 SSUM W NALL916CN Aa•H K. LEGAL DESCRIPTION i1=3 ° gi roe PDNON or INE sompor&moo O THE Norms,wino or urn... i. 'itjj4CESCIWLD2AS.04005. NOM 8 a EAST,Nl1.A M8 6010 ,M MG COU.3.9RNCT04.1'Yy, PO+ 030,W.O Al THE SOVRDAS0 CORMR OF xa SU60N'SON; In,MCE NDRTu OFm.1.•EAST,u0xo 1uE EASTERLY LINE DEREOt A DSTwO ar.m BUFFER ALTERATION TABLE FMTNMu NORM m'm•m•war A D6TwcE DF.0 m RR TO 2M MUM Yucca or LCI F •.. YM MTN C019xG1w TRAMu63.UM VOW O aAn, BURo 9EWCroN w4 ,529 S.F. 0 ' s1001.0 MD 10'2Ya• 5)41 ALONG SAD FAS05 SO WPM A OSTANOC OF 50019 91FiFA YARE-VP wu mm y.FEET,YORE OR LESS.ID TELL'SWMERLY L07 OF SOD SUDO.. F CO'DIM EASTERLY,AmW SOD SOUK.LK.TO THE ADM w e.104. ., 70111.NET 1131 M 01001 MG eml V. COON TNt SO.,30 OET lx0Rfy WI ROW:ALSO ECEM TW1 PORTION INEREOF LYING Y1MM THE R6NI Oe MY OF SwMV31 10.M C 17,181;ALSO MCEN T.PORT.INERmr MO 06.ME R.Or WV Or 124131 45.133 SONNCAS. PRELIMINARY GRADING AND DRAINAGE PLAN FOR ALDER HEIGHTS N CaT- A PORTION OF THE S,E.1/4 OF THE NW.1/4 OF SECTION 33,TOWNSHIP 23 N.,RANGE 5 E.,W.M. KING COUNTY,WASHINGTON• NORTH VAULT VOLUMES I CONSERVATOR FLOWCONTROL w p't' y r aos• q_ I, ' BOTTOM WATER EA-° L0.1SspSIOUTLETI.E.-418,0 y.°KRURA°°i¢ - n BOTrOY OF VAULT EL.41L0efOO >/ Ns pR STORAGE REWIRED-332.334 CF l I STORAGE PROAOED-tO2800 CF OIWim+aa n— WATER QM in . a i v _ --141 m GAME WATER QUALITYbv J ..-- A-;.-• s' _ i ( .. VOLUME REQUIRED-tsTly CF y A —s`._, ;q:' r— i • „,'ysp60 VOLUME PRwwm.ti°,Doo CI p I:. ;I i iIf ysV. r SEDIMENT STORAGE) I I 1w T 1 cmrIIII a\ -7R` h s I y 1 Ll7, B t J I1 qg y L 4 SI // P I 3 1'•_ 1-11,1 Imo' - I1 y/ - I 0, 1 `t'.( 11 % 21 / 11 !.._.11-'1 t .,.1// / - . -- 11.:1 1,11464_ Ak_ 1 , ,,,,,,,*, ' '.k;.:' 'ilk'''. r7„ .„,.. ,._, .„...,,,,,,..„.. ... ti' . ,...'.11',11. 'ir n C " I / i / I ITT...•;.. I".' 9,11..,+, I a.I-B p'(‘'III '/ *.A 1 f .1r...010 S Y" 1 - II_ i . r1 s7, ' nn.c.ax..•., o Ar f g m.n° ji S9i OA., 644\= ` T J 1jl5 1 u TRA TD . I ` rino-.vA+' 4. I.r[ -+" J iP! •B":A, .fM I j l).” sma o V"' , ii I•.n...um I run Mre+u-.3-1-, 1 i'T!":., T•AlA— mums i Arm N...wsr I I 1 susas-vox2 `u ..-- a;44114T7/4L1 ,2g,tlr.2 r y sr r ot, ox 8 3 Vt 1y7„(;{L ? W y _--'—___ e[u[xr eaxex[rz Y cau.kT[B oePTx cuss'B'.mNur CONCRETE vviM[«rn2Am, a x I/` . 11.1 r.S T i°f.s9 GEC.uo.l-ooi I-vr ACTEDEOZT lm OEM LA ew' AS ALT sv RETE P TOP NT y rna I / n• al l..l/ r cax.°crtv vslml MONO Rv«slw.nue R.evuae} 'arz yI yys' p0 . 1r 00 u.b.xJ 010 as cl.°nJ I inn o u nnowi TPTATLwrr 00 Ina Be ROWED o 4OS ON ROCS manors ! 1 6 i 1 al al IAAv000ddd CAM,A, ow AD.COUNTY ROAD sawowos SECT...ci 8 5 r,- ` , ' \ 11 TRACT B-26'Private Access PJIm[ Ma :i ar KT TO SCALE SERVES lP m°R RYISL NaW 1 j & 4 RCMI of WAY OO'ON[WVR/W' 3 11. A OUR 01.D rSOUTH VAULT VOLUMES WBJ(Y SCFAYX KWv. s vr.• JIFTFNTON r A • nM An.u>i ux . nv ;`y CONSERVATOR ROW CONTROL A' d a 7"- 7 v ,4,: Tae A4* I II s I v,. C0`" 4;r.3y NAX WATER El,-418.0 A 'y ¢ °' ,rF`e BOTTOM of vun.rOUTLETLE. ¢.- ADv.s taw., ' `.'x ?icy. STORAGE REQUIRED•t25,920 CF I I A Orr. 2 jiff STORAGE PROMO•t28,030 OF b 4s, T Y_ es's' WATER QUA!Ir( CAMmsW W BASIC WATER QUALITY t• COCA,,Cim Celt CLASS Tr ASM4i CCMCBET[PAVEMENT sEKAs MR) s•TRICK m[Irt m+cA[a s-Try'c°w.LTm 002110 OAuvrtO ROq W.(/Om0 sm muR°eT "VOWME REQUIRED.15,039 OF SOP.Rw Fsns s-ca Asr'ANATS 5Q. TI,I rNWME PRONDm-312,630 OF O•co.=OEAOI CRUSNm ROC(SBRIAC1NC Base mugs[ B see+° ev rn nc Ayr° V SEDIMENT STORAGE) lQ WRB E° p onar:4 n4rvM wr az AcpAi®o[AD.'mC ox ms9 mWlbxsURBANSUBCOLLECTOR sa xna oat xa s-mv w Access Rae s wowos ammx.Av NOT m ROAD A-Minor Access i N NOT TO SCALE' i I N soft suRvEy King County Area as JWhin ton UNITED STATES DEPARTMENT OF AGRICULTURE Soil Conservation Service in cooperation with WASHINGTON AGRICULTURAL EXPERIMENT STATION Issued November 1973 SOIL CONSERVATION SERVICE KING COON I Y HI•ctA, SOIL LEGEND The first capitol letter is the initial one of the soil name. A second capitol letter, A,B,C,D,E,or F, indicates the class of slope. Symbols without a slope letter are those of nearly level soils. SYMBOL NAME e AgB Alderwood gravelly sandy loam,0 to 6 percent slopes AgC Alderwood gravelly sandy loam,6 to 15 percent slopes AgD Alderwood gravelly sandy loam,15 to 30 percent slopes AkF• Alderwood and Kitsap soils,very steep AmB Arents,Alderwood material,0 to 6 percent slopes* AmC Arents,Alderwood material,6 to 15 percent slopes* An Arents,Everett moteriol* BeC Beausite gravelly sandy loam,6 to 15 percent slopes y BeD Beousite gravelly sandy.loam,15 to 30 percent slopes Bet Becitsite.grave l ty'tandf loofa,_...a'7:,::.:.:cn:.aafw. Bh Bellinghom slit loom 1 Br 'Briscot sift loam Bu. . Buckley salt loam 1 S Cb Coastal Bleaches S Ea Earlmont ilt loam Ed • Edgewick!fine sandy loam 1 EvB Everett giovelly sandy loam,.0 to 5 percent slopes S EvC Everett gravelly sandy loom,5 to 15 percent slopes EvD Everett gravelly sandy loam, 15 to 30 percent slopes - •S EwC Everett-Alderwood gravelly sandy looms,6 to 15 percent slopes E InA Indianolo'loamy fine sand,0 to 4 percent slopes' ' InC Indianola loamy fine sand,4 to 15 percent slopes " I. InD Indianola loamy fine sand, 15 to 30 percent slopes KpB Kitsap silt loam,2 to 8 percent slopes E KpC ' Kitson silt loam,8 to 15 percent slopes silt loam, 15 to 30 percent slopesKpD . Kitsap KsC Klaus gravelly loamy sand,6 to 15 percent slopes f N.Ma Mixed aluviailand i NeC Neilton ery gravelly loamy and,2 to 15'pcent slopes Ng Newberglsiit loam • Nk Nooksockk silt loam V No . Norma sandy loam Or Orcas peat I Os Oridia silt loam OvC Ovall gravelly loam,0 to 15 percent slopes OvD Oval(gravelly loom, 15 to 25 percent slopes OvF Ovall gravellyvelly loam,40 to 75 percent slopes Pc Pilchuck loamy fine sand Pk Pilchuck fine sandy loam Pu Puget silty clay loam I Py Puyallu(p fine sandy loam RaC Ragnor fine sandy loam,6 to 15 percent slopes . RaD Ragnor fine sandy loom, 15 to 25 percent slopes RdC RognarJlndianola association,sloping• RdE Ragnar-Indionola association,moderately steep Re Renton silt loam Rh Riverwosh j 1 i, . •So Sala'silt loom Sh Sammamish silt loam Sk Seattle!muck Sm Shalcar muck Sn Si silt.loam So Snohomish silt loom Sr Snohoriiish silt loam,thick surface variant Su Sultan!silt loom i. Tb Tukwila muck Ur' Urban gland Wo Woodinville silt loam x The composition of these units is more variable than that of the others in the area,but'it has been controlled well enough to interpret for the expected use of the soils. 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"'.. ••-, k 0 46 . fi . • - . * •4Ik •II -..`",..,.:. , . 1 ..- ,. -. , 7 . . tillk../—=-.'se. ! . : •••' e:-.4s.,!:_.,.. . ,77.—P);t-',.: Ilik L 4,..r.."4.11u—p.' . :ow xi," i d .-., •tr, . • , . % 0 .0 ..• ' I , , - . 16'6'4.110 •2*.:';.16 • * .. 0 V.S DEPARTMENT OP AGRICULTURE SHEET NO.Il SOIL CONSERVATION SERVICE RING COUNTY AREA,WASHINGTON N QUADRANGLE). Ilx•Y R.r_ p. .Air.AW S wr ... IO C..Irav 0 e.e F 1 !\ 1 1 ./"+ I"."}'iq t LlF-9umnn fxr_e` uzr•.va.^ y•rw yarn', ,. T gegosa rma. 77, ; .'• aU+ 1'x' i- IN.I fl. I' r=+,rH7 pp 'S a , ti" 3- , '• i , t I 5743 YY y lC 1 t.IFl i.1 iI' ' IVel l \ I ISCT'x- , S , E ' 7i'P '" k^`s a ss I W'# r rt77L1gq,,Ir,:&i: z., illt%Igelifjacw-11.1., i.'171.,41 ia.e.r jj S }:.4otsL9r ' 1 Ca, s9.$ mt‘,. 11 p4Ypti k ii4' ti R! M1 .S ': tG firt,‹T+ H, t' R iL 4 i fi fa s7t ' 9 . 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Al/TN bm .,••A %I.. 4.: Ori -.!:'141-1-:ifiN\- 77'sfi'..: .....:.. IIIPAIII VARA s>‘ k,, ill '''',:.,..:111?.' , s''''!".!- tilmi'—Cfj/144 !Ale • \et,a • 1 i i '%`IN NEeiIr1,-;‘,,' f pith,'t 3' .Fe ' . itI,typer\ , II 1i i^. I.rv.4o.• 1 .% .,tT if 1 I/i f i- •1, i r° ' ab 14Rwp, iia1 i j., „.„,,,, ,(„...44,k rxno-.i."Airl,.aa_ ASIVi` ZIPtu \: m .ei1' •<\\ ) '-'''-'1:1 are '`..' r - ' a' . . tr. .]• xnv 1xx•IY nr.aa ti.w.:.ti's .,......=T3P w Ilun..xwr.01 IV ' .•—. 1 Ixx,Y3V N..u.!..^.m.u!..NNr.ul4rx...r. ec sa t .o N one.pn,m.ucwnu,.n19]oMuSoi ...maim coon.. e..rpo.on.i..Su!n 0..t,wlar Y._,.n. north u»l.bc.nr, 5]Nn un pau ur.!,w.!nwt ,1m I.n....W w wnrnt!w awr..,utr natl., xE CLVx^/a.EA,wAY1!xGT0.0 no.11 MEETEET NO.11 DESCRIPTIONS OF THE SOILS Ibis section'describes the soil' series and map Alderwood soils are used for timber, pasture,ping units in the King County Area. Each soil berries., row crops, and urban development. 'Theyseriesisdescribedandtheneachmappingunitinarethemostextensivesoilsinthesurveyarthatseries. Unless it is specifically mentioned otherwise, it is to be assumed that what is stated • Alderwood gravelly sandy loam, 6 to 15 percent7.-.) about the.soil -series.holds true for the mapping slopes (AgC).--This soil is rolling. Areas areunitsinthatseries.. Thus, to get full information irregular in shape and range from 10 to about 600aboutanyonemappingunit, it is necessary to read acres in size.both the description'of the mapping unit and the Representative profile of Alderwood gravellydescriptionofthesoilseriestowhichitbelongs. sandy loam, 6 to 15 percent slopes, in woodland,.An important part Of the description of each -450 feet east and 1,300 feet south of the northsoilseries_is the soil profile, thatis, the • quarter corner.of sec. 15, T. 24 N., R. 6 E. :sequence of layers 'from the surface di)wnward torock,or other underlying material. Each series Al--O to 2 inches, very dark brown.(10YR 2/2)contains two descriptions of this profile. The gravelly sandy loam, .dark grayish brown.first is brief and in terms familiar to the -layman.. 10YR 4/2) dry; weak, fine, granular struc-The second, detailed and.in technical terms,' is for ture; slightly hard, friable, nonsticky,scientists, engineers; and others who need to make nonplastic;-many roots;.strongly acid;thorough and precise studies of soils, Unless it abrupt, wavy boundary. 1 to 3 inches thick.is otherwise stated, the colors given in the B2--2 to 12 inches, .dark-brown (10YR 4/3) gravellydescriptionsarethose'of a•.moist soil.sandy loam, brown (10YR 5/3) dry; moderate,As mentioned in the section "How This Survey Was medium, subangular blocky structure; slightlyMade, . not all mapping units :are members of a soil hard, friable, nonsticky, nonplastic; manyseries. ;Urban- land, for example; doe. not belong roots; strongly acid; clear, wavy boundary.to a soil .series; but nevertheless; is listed in 9 to 14 inches thick.alphabetic order -along with the.soil. eries.B3--12 to 27 inches, grayish-brown (2.5Y.5/2)following the name'of.each mapping unit is a gravelly.sandy loam, light graysymbol. in parentheses:_ This symbol identifies thedistinct mottles( e.5o Ili)mapping unit :on the'detailed soil ma Listed at dry;limany, medium,( 2 fri of non.-the olive brown (2.5Y 5/6); hard, friable, non=the end of each description-of a mapping unit,is the sticky, nonplastic; many roots; medium acid;capability unit and woodland group in which-the abrupt, wavy boundary. 12 to 23 inches thick.mapping unit has been placed.' The woodland desig- IIC--27 to 60 inches, grayish-brown (2.5Y 5/2), •nation and the.page for the description of each weakly to strongly consolidated till, lightcapabilityunitcanbefoundbyreferringtothegray (2.5Y 7/2) dry; common, medium, dis"Guide to Mapping Units" at the back Of this survey. mottles of light olive brown and yellowi., ~I J The acreage and proportionate extent of each brown (2.5Y 5/6 and 10YR 5/6); massive; nomappingunitareshownintable1. Many of the roots; medium acid. Many feet thick.terms used in describing soils can be.found in the Glossary at the .end ,of this survey, and more de- The A horizon ranges from very dark brown totailedinformationaboutthe .terminology and methods dark brown. The B horizon is dark brown, grayishofsoil-mapping can be obtained from the Soil Survey brown, and dark yellowish brown. The consolidatedManual (19). C horizon, at a depth of 24 to 40 inches, is mostlygrayishbrown-mottled with yellowish brown. Some. Alderwood Series layers in the C horizon slake in water. In.a few areas, there is a thin, gray or grayish-brown A2TheAlderwoodseriesismadeupofmoderatelyhorizon. In most areas, this horizon has beenwell -drained soils that have a weakly consolidated, destroyed through logging operations,to strongly consolidated substratum at a depth of Soils included with this' soil in mapping make up24to40inches. ': These soils are on uplands. They . no more than 30 percent of the total acreage. Someformedunderconifers,-in glacial deposits. Slopes areas are up to 3 percent the poorly drained Norma,are 0 to 70 percent. The annual precipitation is Bellingham, Seattle, Tukwila, and Shalcar soils;35 to 60 inches, most of which is rainfall, between some are up to 5 percent the very gravelly EverettOctoberandMay. The mean annual air temperature is and Neilton soils; and some are up to 15 percentabout50° F. The frost-free season is 150•.to'200 Alderwood soils that have slopes more gentle ordays. Elevation ranges from 100 to 80a feet. steeper than 6 to 15 percent. Some areas in New-In a representative profile, the surface layer castle Hills are 25 percent Beausite soils, someandsubsoilareverydarkbrown, darkibrown, and.northeast of Duvall are as much as 25 percent Ovallgrayish-brown gravelly sandy loam about 27 inches soils, and some in the vicinity. of Dash Point arethick. The substratum is-grayish-brown, weakly 10 percent Indianola and Kitsap soils. Alsoconsolidatedtostronglyconsolidatedglacialtillincludedaresmall. areas of Alderwood soils thatthatextendstoadepthof60inchesandmore. have a gravelly loam surface layer and subsoil. 8 Permeability is moderately rapid•in the surface Arents, Alderwood Materiallayerandsubsoilandveryslowinthesubstratum. Roots penetrate-easily to the consolidated substra tum where they tend to mat on the surface. Some Arents, Alderwood material consists of Alderwoodrootsenterthesubstratumthroughcracks. Water soils that have been so disturbed through urb .7). •moves on top of the substratum in winter. Available ization that they no longer can be classified1watercapacityislow. Runoff is slow to medium, the Alderwood series. These soils, however, haveandthehazardoferosionismoderate) many similar features. The upper part of the soil,This soil is used for timber, pasture, berries,to a depth of 20. to 40 inches, is brown to dark-and row crops, and for urban development. Capability brown gravelly sandy loam. Below this is a grayish-unit IVe-2; woodland group 3d1. brown, consolidated and impervious substratum. - Alderwood gravelly sandy loam, 0 t. 6 percent Slopes generally range from 0 to 15 percent. slopes (AgB).--This soil is .nearly level and These' soils are used for urban development. undulating. It is similar to Alderwood gravelly . sandy loam, 6 to 15 percent slopes, but. in places Arents, Alderwood material. 0 •to 6 percent slopesitssurfacelayeris2to3inchesthicker. Areas are irregular in shape and range from 10 acres to AmB)•--In many areas this soil is level, as a slightly more than 600 acres in size. result of shaping during construction for urban facilities. Areas are rectangular in shape andSomeareasareasmuchas15percentincluded Norma, Bellingham, Tukwila, and Shalcar soils, all range from 5 acres to about 400 acres in size. of which are poorly drained; and some areas'in the Representative profile of Arents, Alderwood vicinity of Enumclaw are as much as 1Q percent material, 0 to 6 percent slopes, in an urban area, Buckley soils. 1,300 feet west and 350 feet south of the northeast Runoff is slow, and the erosion hazard is corner of sec. 23, T. 25 N., R. 5 E.: slight. This Alderwood soil is used for timber, pasture, 0 to 26 inches, dark-brown (10YR 4/3) gravelly berries, and row crops, and for urban development.. sandy loam, pale brown ( ery 6/3) dry; Capability unit IVe-2; woodland group 3d2. massive; slightly hard, very friable, non- sticky, nonplastic; many roots; medium acid;Alderwood gravelly sandy loam., 15 to 30 percent abrupt, smooth boundary. 23 to 29 inches slopes (AgD) .--Depth to the substratum in this soil thick. varies within short distances, but is commonly 26 to 60 inches, grayish-brown (2.SY 5/2) weaklyabout40inches. Areas are elongated and range consolidated to strongly consolidated glacialfrom7toabout250acresinsize. till, light brownish gray (2.5Y 6/2) dry;Soils included with this soil in mapping make common, medium, prominent mottles of yello•ishupnomorethan30percentofthetotalacreage. brown (10YR 5/6) moist; massive; no rootomeareasareupto25percentEverelIttsoilsthatmediumacid. Many feet thick. ave slopes of 15 to 30 percent,.and some areas are up to 2 percent Bellingham, .Norma, an Seattle soils, The upper, very friable part of the soil extendswhichareindepressions. Some areas, especially to a depth of 20 to 40 inches and ranges from dark on Squak Mountain, in Newcastle Hills, and north of grayish brown to dark yellowish brown.Tiger Mountain, are 25 percent Beausi a and Ovall Some areas are up to 30 percent included. soilssoils. Beausite soils are underlain by sandstone, that are similar to this soil material, but eitherandOvallsoilsbyandesite. I shallower or deeper over the-compact substratum;Runoff is medium, and the erosion azard is and some areas are 5 to 10 percent very gravellysevere. The•slippage potential is moderate. Everett soils and sandy Indianola soils.This Alderwood soil.is used mostly for timber. This Arents, Alderwood soil is moderately wellSomeareasonthelowerpartsofslopesareuseddrained. Permeability in the upper, disturbed soilforpasture. Capability unit VIe-2; Woodland group material is moderately rapid to moderately slow,3d1. depending on its compaction during construction. • Alderwood and Kitsap soils, very stee AkF __ The substratum is very slowly permeable. 'Roots •p ( )' penetrate to and tend to mat on the surface of theThismappingunitisabout50percentAlderwood consolidated substratum. Some roots enter thegravellysandyloamand25percentKitsapsilt substratum through cracks. Water moves on to ofloam. Slopes are 25 to 70 percent. Distribution p of the soils varies greatly within short distances, the substratum in winter. Available water capacity About 15 percent of some mapped areas is an is low. Runoff is slow, and the erosion hazard is included, unnamed, very deep, moderately coarse slight. textured soil; and about 10 percent of some areas This soil is used for urban development. Ca- is a very deep, coarse-textured Indianola soil. pability unit IVe-2; woodland group 3d2. Drainage and permeability vary. ' Runoff is rapid to very rapid, and the erosion hazard-is severe to Arents, Alderwood.material, 6 to 15 percent s" very severe. The slippage potential is severe. slopes (AmC).--This soil has convex slopes. AreasThesesoilsareusedfortimber. Capability are rectangular in shape and range from 10 acres tounitVIIe-l; woodland group 2d1. about 450 acres in size. 10 SE 173RD p vPLACE n Ili SOUTHEAST e II,j 174TH LANE w w ti LU Z Q30oWa LU APPROXIMATE SCALE IN FEET X ,,, p SOUT 500 0 500 SOUTHEAST 175TH g 122ND AVENUE Fz-N N A` J LANE SOUTHEAST N Ci ROAD 3PETROVITSKYxRM283 v LIMITOF a kz 7 s Ix* " ETAILED STUDY a1W NATIONAL FLOOD INSURANCE PROGRAMJ f t fZONEAEA* ztiA az, V sT FIRM t °V° A N K ` M '4 ,- FLOOD INSURANCE RATE MAP 122ND PLACE wv c " w KING COUNTY SOUTHEAST V. sst k.* 4 WASHINGTON AND sty' l r IA INCORPORATED AREAS SOUTHEAST 178TH 1<e, F•k, A. tl` `i, W 4 x PANEL 983 OF 1725ZONEX lvs"Y' ` t <" st A N¢ ^ SEE MAP INDEX FOR PANELS NOT PRINTED) A, lanithaAVA4OPPAVT.44AT444TXV• ntIAVTAktiq*MAZI k d 91 5t,iS`i i ),,,,CONTAINS: SOUTHEAST 180TH STREET 2`tR 1 El tI•A 5 s COMMUNITY NUMBER PANEL SUFFIX N a F i '7-E ¢ UNINCORPORATED AREAS 530071 0033 F 1- e` - PENrON.CRY OF 600088 04A F v~i SOUTHEAMIST1815TSTREETr* W 33 Kifjgt : gq r Os r.s}L II 1,, I MAP NUMBER Q Zr 53033C0983 F 2 a lia 44 377 MAP REVISED:k C....MAY 16,.1995 AMAMI o ikjt_ t ' Federal Emergency Management Agency J184THSTREETSOUTHEAST184THF STREET This is an official copy of a portion of the above referenced flood map. It fi: V was extracted using F-MIT On-Une. Tills map does not reflect changes C or amendments which may have been made subsequent to tha date on tha M title block. For the latest product Information about National Flood Insurenca JOINS PANEL 0991 Program flood maps check the FEMA Flood Map Store at www.msc.fema.gov LEGEND 1 i-' s'.,, t ,1' SPECIAL FLOOD HAZARD AREAS INUNDATED APPROXIMATE SCALE IN FEET . i zs k BY 100—YEAR FLOOD 500 0 500 ZONE A Nu base flood elevations determined. I . : . F---t. I ZONE AE Base flood elevations determined. 122°09'22" R1 47°28'07" ZONE AH Flood depths of 1 to 3 feet (usually areas of pondingl; base flood elevations determined. ZONE AO Flood depths of 1 to 3 feet 'usually whet NATIONAL FLOOD INSURANCE PROGRAMi•flow on sloping terrain); average depths determined.For areas of alluvial fan flooding, velocities also determined. ZONE A99 To be protected from 100-year flood by FIRMFederalfloodprotectionsystemunder construction; no base elevations determined. FLOOD INSURANCE RATE MAP ZONE V Coastal flood with velocity s and-wave action);no base flood elevations determined. KING COUNTY, ZONE VE Coastal flood with velocity hazard fwave WASHINGTON AND action); base flood elevations determined. INCORPORATED AREAS r`-: + FLOODWAY AREAS IN ZONE AE OTHER FLOOD AREAS PANEL 983 OF 1725 SEE MAP INDEX FOR PANELS NOT PRINTED) ZONE X Areas of 500-year flood; areas of 100-year flood with average deplhs of less than 1 foot or with drainage areas less than 1 square mile; and areas protected by CONTAINS: IevCCS from 100-year flood•COMMUNITY NUMBER PANEL SUFFIX OTHER AREAS KING COUNTCUNINCORPORATED AREAS 530071 0993 F RENTON.CRY OF 530099 0993 F ZONE X Areas determined to be outside 500-year floodplain. ZONE D Areas in which florid hazards are undetermined. UNDEVELOPED COASTAL BARRIERS• 1 MAP NUMBER 53033C0983 F Identified' Identified Otherwise MAP REVISED:1983 1990 Protected Areas a Coastal barrier areas are normally located within or adjacent to Special MAY 16,1995 Flood Hazard Areas, 1 \. (, Flood Boundary Floodway Boundary Federal Emergency Management Agency Zone D Boundary J Boundary Dividing Special Flood This Is an official copy of a portion of the above referencedLifloodmap. It Hazard Zones. and Boundary was extracted using F-MIT On-Line, Thls map does not reflect changes or amendments which may have been made subsequent to the date on theitagt4wiwilDividingAreasofDifferenttitleblock. For the latest product Information about National Flood Insurance Coastal Base Flood Elevations Program flood maps check the FEMA Flood Map Store atwww.msc.fema.gov 7,1t PLACE rn ug J SOUTHEAST Z m rr- 174TH LANE u' I-7 rn 5 O O Z w a w Q r- w a o APPROXIMATE SCALE IN FEET SOUTHEAST Z 122ND AVENUE x N 500 0 500cA4175THgCN LANE SOUTHEAST N r--I 1--1 I----+. 1 0 SE PETROVITSKY e ROAD x RM283 4 LIMIT OF T WI 4UEDETAILEDSTUDY F a « R NATIONAL FLOOD INSURANCE PROGRAMZONEA3°' ; m s.,1 _.l 1 W. o . w ••' . , A FIRM FLOOD INSURANCE RATE MAP 122ND PLACE i a g, SOUTHEAST z 11 s KING COUNTY, s EE WASHINGTON ANDT178THkkksouTHEAsz-,,,Al. 44 INCORPORATED AREASW ZONE X o at PANEL 983 OF 1725F d i a,,- ISEE MAP INDEX FOR PANELS NOT PRINTED) y r . .A , ncr a SOUTHEAST 180TH STREET n k 444, - CON WNS: 0 iv COMMUNITY NUMBER PANEL SUFRX Q KING Ml1NTY. V,,.. •," OF::..M.61\'' Y3x•`. N:• UNINCORPORATED AREAS 5300T 0993 F I- SS 1$1Sf STREET t p. ( REMON.cm OF 630W9 PJHi F W 0 SOUTHER x ,' Aq S,‹ s= , o 330. wa r ZW r NUMBER 53033C0983 z in: 377 w MAP REVISED: t , MAY18,1995. ire e*_ e.g F- CV Y< aNp EAST _ 184TH STREET SOUTHEAST 184TH '3 Federal Emergency Management Agency r STREET J kitit-," Thls is an official copy of a portion of the above referenced flood map. It was extracted using F-MIT On-Une. This map does not reflect changes JOINS PANEL 0991 or amendments which may have been made subsequent to the date on the title block. For the latest product Information about National Flood Insurance Program flood maps check the FEMA Flood Map Store at www.msc.fema.gov 155 Weekday: Feb. 12 thrui June 3, 2005 Read the Adverse Weather Info for this route. WeekdaY =5 5afurdoviA 1,001,1apu To SOUTHCENTER eeIda : 140th Av SE 156th Av SE 140th Av SE 116th Av SE Talbot S Andover Pk W SE SE 177th Fairwood SE 177th SE 168th S Carr Tukwila Pkwy 5:10am 5:15am 5:28am 5:35am 5:48am 6:10am 6:15am 6:28am 6:35am 6:48am 7:10am 7:16am 7:30am 7:37am 7:51am 8:10am 8:16am 8:30am 8:37am 8:51am 9:10am 9:16am 9:30am 9:37am 9:52am 10:10am 10:16am 10:30am 10:37am 10:52am 11:10am 11:16am 11:30am 11:37am 11:52am 12:10pm 12:16pm 12:30pm 12:37pm 12:52pm 12:50pm 1:22pmD 1:29pm 1:36pm 1:51pm 1:51pm 2:22pmD 2:29pm 2:36pm 2:51pm 2:51pm 3:22pmD 3:29pm 3:36pm 3:51pm 3:51pm 4:22pmD 4:29pm 4:36pm 4:51pm 4:51pm 5:22pmD 5:29pm 5:36pm 5:51pm 5:51pm 6:22pmD 6:29pm 6:36pm 6:50pm To FAIRWOOD (Weekday): Andover Pk W Talbot S 116th Av SE 140th Av SE 156th Av SE 140th Av SE SE Baker S Carr SE 168th 'SE 177th Fairwood SE 177th st 6:12am 6:28am 6:34am 6:42amB 7:12am 7:28am 7:34am 7:42amB 8:12am 8:28am 8:34am 8:42amB 9:12am 9:29am 9:35am 9:43amB 10:12am 10:29am 10:35am 10:43amB 11:12am 11:29am 11:35am 11:43amB 12:12pm 12:29pm 12:35pm 12:50pm 12:55pm 1:12pm 1:29pm 1':36pm 1:51pm 1:56pm 2:12pm 2:29pm 2:36pm 2:51pm 2:56pm 3:12pm 3:29pm 3:36pm 3:51pm 3:56pm 4:12pm 4:29pm 4:36pm 4:51pm 4:56pm 5:12pm 5:29pm 5:36pm 5:51pm 5:56pm 6:12pm 6:29pm 6:36pm 6:51pm 6:56pm j...''ItOjteYIiii;it:fkg;:'4',!:;:rr.I';''Ai'.-1--'4''',i:se:::*:::,.:j.n .;:f:::'' ',::::::.1'.':-',.::2'',.....::-:z*.':, .-.. 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T>s r-i la 11 SelsNb 4. 4 A CENTER SE 176th tl3kifRN gg SE 179th. J in U 1- VA a ' LUSE Petr ay itakT' .ce Gail 4 ! 160th St 1.-) sw 43rd$f P. , co Y Rd SE 177th ICI I I I l I WETLAND DELINEATION REPORT I Bagley Property Section 33, Township 23 North, Range 5 East, W.M. King County, Washington Prepared for: Norris Homes, Inc. 10516 — 172nd Court S.E. Renton, WA 98059 April 22, 2005 Our Job No.11699 AA © AD AUG 2 3 2005 K.C: D.D.E.S. a CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES 18215 72ND AVENUE SOUTH KENT, WA 98032 (425) 251-6222 (425) 251-8782 FA BRANCH OFFICES • OLYMPIA, WA • TEMECULA, CA • WALNUT CREEK, C IU N r., , sen.com EG N PO ri, MAIN FILE (COPY I ' EXECUTIVE SUMMARY The findings' and conclusions presented in-this report are based on.an interpretation of information • I_ ) currently available to Barghaused Consulting Engineers, Inc. This summary is for introductory purposes _ and should be used only with the full text of this report. This wetland delineation was based on the On-Site Determination Method described in the Washington State Wetland Identification and Delineation Manual (1997) and the U.S. Army Corps of Engineers Wetland Delineation Manual(1987). The subject site is located in the Soos Creek drainage channel in the 1 Duwamish River Basin. Based on the information derived through site reconnaissance and readily available documents, two wetlands were identified in the western part of the property. .Both are extensions of a larger depressional wetland occurring on and west of the.power line easement-west of the property. On-site portions of the wetland are palustrine scrub-shrub and forested, seasonally flooded to saturated systems. Wetlands on-site are classified as Category'II wetlands with low habitat value with 100-foot King County required buffers. A wetland complex associated with Soos Creek is located 320 feet east of the site. 1 1. it L. 11699.009.doc I- I TABLE OF CONTENTS 1.0 INTRODUCTION • 1.1 Scope of Services 1.2 Site Location and Description 2.0 DOCUMENT REVIEW 2.1 USGS National Map 2.2 Soil Survey of King County Area, Washington 2.3 King County iMaii2.4 . Washington Streairs and Salmon Utilization Catalog Review 2.5 Washington Depa t ment of Fish and Wildlife Priority Species and Habitats Map 2.6 Washington Depatment of Natural Resources Natural Heritage Map 3.0 SITE RECONNAISSANCE 3.1 Site Conditions During Site Visit 3.2 Topography 3.3 Fauna• I-' 3.4 Vegetation 3.5 Soils 3.6 Hydrology 4.0 WETLAND AREAS 4.1 Wetland A 4.2 Wetland B 5.0 WETLAND FUNCTIONS 5.1 Biologic Functio ns 5.2 Hydrologic Functrs r-, 6.0 OFF-SITE WETLANDS AND STREAMS 7.0 WETLAND REGULATIONS 8.0 CONCLUSIONS j 9.0 CLOSURE 1 10.0 REFERENCES LIST OF TABLES TABLE 1 Plant Species Identified On the Site LIST OF FIGURES FIGURE 1 Vicinity Map FIGURE 2 Site Map FIGURE 3 USGS National Wetland Inventory Map j FIGURE 4 King County Soil Survey Map FIGURE 5 King County IMap LIST OF APPENDICES APPENDIX A Wetland Delineation Methodology APPENDIX B Definition of Plant Indicator Status and Data Forms 1 I APPENDIX C Wetland Rating Form ii-11699.009.doc 1.0 INTRODUCTION has completed a. wetland delineation on the- Bagley- Barghausen Consulting Engineers, Inc., p property, located in Section 33, Township 23 North, Range 5 East, Willamette Meridian, in King County, Washington (Figure 1). This work was performed to assist site planning related to proposed future site development. 1.1 Scope of Services The scope of work for this study was limited to the following tasks: A review of documents readily available, including the King County online interactive mapping iMap system, U.S. Fish and Wildlife Service National Wetland Inventory Maps, Soil Survey of the King County Area, and WRIA Subbasin Maps. Review of the Washington Department of Fish and Wildlife Priority Habitats and Species Map and Washington Department of Natural Resources Natural Heritage map for the site and vicinity. A field visit to document existing site conditions and to identify wetlands and streams located on or within 315 feet of the subject parcel. Methods defined in the Washington State Wetland Identification and Delineation Manual (1997), a manual consistent with the U.S. Army Corps of Engineers Wetland Delineation Manual (1987), were used to determine the presence and extent of wetlands on and near the site(Appendix A). A review of federal, state, and local (King County) regulations pertaining to wetlands identified on and near the site. The review was aimed at classifying wetlands forI the purpose of wetland and buffer development standards. An assessment of on-and off-site wetland functions and values. A report documenting the process, findings, and conclusions of the field and office components of the wetland delineation effort. 1.2 Site Location and Description The site consists of King County Parcel No. 3323059009 (-5 acres) in unincorporated King County, Washington (Section 33, Township 23 North, Range 5 East, Willamette Meridian). The property is in a residential area in the upper Soos Creek watershed. It is bounded by a 1 power line easement to the west, S.E. 184th Street to the south, 124th Avenue Southeast to the east, and two residences to the north. Currently, there is one house and several sheds on the property, as well as a maintained lawn and garden area(Figure 2),I Mixed coniferous/deciduous forest is present around most of the perimeter of the property. A scrub-shrub and emergent wetland with a minor forest component occurs on the power line easement and the parcel west of the power line easement. There are two small extensions of this wetland onto the Bagley property. r 1- 11699.009.doc r-, 2.0 DOCUMENT REVIEW A review of readily available documents was conducted to characterize the site and surrounding area. 2.1 USGS National I ap The USGS National Map shows a large palustrine forested and scrub-shrub, seasonally flooded wetland approximately 280 feet east of the subject site. Two palustrine scrub-shrub, seasonally flooded wetlands on and west of the power line easement west of the subject site are also shown(Figure 3). 2.2 Soil Survey of King County Area,Washington The Soil Survey of King County Area, Washington(Snyder et. al, 1973) was reviewed to determine the general nature of soils on the subject site. The site is mapped as containing Alderwood_gravelly sandy loam soils (Figure 4). All three Alderwood soils types were mapped on the property, map symbol AgB (Alderwood, 0 to 6 percent slopes), AgC Alderwood,6 to' 15 percent slopes),and AgB (Alderwood, 15 to 30 percent slopes). Alderwood soils are moderately well drained soils forming on upland with consolidated gravelly sediments (till) dominated by conifers. In a representative profile, the surface l ` layer is a very dark grayish brown gravelly sandy loam about 7 inches thick. The upper part of the subsoil is.dark yellowish brown and dark brown very gravelly sandy loam about 23 inches thick. The lower part is olive brown very gravelly sandy loam. Permeability of this soil is moderately rapid and,in a typical pedon,a perched water table is present at a depth of 18 to 36 inches from January through March. The Alderwood map unit has inclusions of small areas of McKenna, Norma, Everett, Indianola, Ranger, and Terric Medisaprists soils. The Alderwood soil series and its inclusions (except the Norma inclusion) are not listed by the Natural Resource Conservation Service(1995) as hydric(wetland)soils. 2.3 King County i1Vlap In the King County iMap (online interactive mapping) showing sensitive areas and a 2002 aerial photograph overlay, the site is depicted as containing forested slopes. The map also shows a large wetland system associated with Soos Creek(320 feet southeast of the southeast property corner)(Figure 5). 2.4 Washington Streams and Salmon Utilization Catalog Review A Catalog of Washington Streams and Salmon Utilization: Volume 1, Puget Sound Region(Williams et al., 1975) maps the site as being in the Soos Creek drainage channel in the Duwamish-Green River Basin. Soos Creek is shown east of the site. Soos Creek is used by Chinook, Coho, and chum salmon. Chinook and chum salmon use is generally limited to the lower six river miles; while Coho salmon use extends into the upper tributaries. 2.5 Washington Department of Fish and Wildlife Priority Species and Habitats Map I The .Washington.Department of Fish and Wildlife Priority Species and Habitats map shows priority habitats within one half mile of the subject site. All priority habitat polygons within this vicinity are wetlands from the National Wetland Inventory and King County sensitive areas information. i 2-11699.009.doc 2.6 Washington Department of Natural Resources Natural Heritage Map The subject site !is not in a section listed in the draft. list of surveyed land sections i identified by the Washington Department of Natural Resources to have Natural Heritage Features. r, I 3.0 SITE RECONNAISSANCE 3.1 Site Conditions During Site Visit Barghausen Consulting Engineers, Inc., wetland ecologists visited the subject site on March 15 and 16; 2004. The site visits included observation of the subject site and surrounding area 3.2 Topography The site is on a glacial terrace west of Soos Creek. Based on topographic data provided on the Barghausen Consulting Engineers, Inc., 2004, boundary and topographic survey, site elevations range from 418 to 436 feet, with the highest elevations occurring in the central developed portion of the property. Wetland areas in the northwestern portion of the property occur at approximately 420 to 422 feet. 3.3 Fauna Several species f songbirds were observed on the site. Frog eggs were seen in ponded water on the power line easement adjacent to the property. Mole mounds and rodent holes were observed throughout the site. No plant or animal species listed federally or by the state as threatened or endangered have been observed on the site. Soos Creek located greater than 315 feet east of the site contains salmon and trout. I 3.4 Vegetation Four representative data points were established to document plant community t composition on ithe subject property(Figure 2). Plant communities present include mixed evergreen-deciduous forest around the perimeter of the site, landscaped ornamental plantings and lawn,scrub-shrub,and forested wetland. Plant community types are visibler ; in recent aerial photography(Figure 5). Data forms detailing observations for vegetation are included in Appendix B and Table 1. 3.5 Soils During the site evaluation, soil conditions(including color,texture, and water state) were observed and recorded at four data points on the project site. The indicators used to I identify hydric i soils can be found in Appendix A. Soil types observed on the site were gravelly sandy loam in uplands and sandy barns with organic horizons or high organic content in wetlands. Field sheets detailing observations for soils are included in Appendix B. 3.6 Hydrology Hydrologic conditions, including saturated and inundated soils, as well as indicators of wetland hydrology as defined by the 1987 and 1997 manuals, were observed at two of the four data points (Appendix B). Ponding and soils saturated near the surface were observed in the wetland area at the northwest corner of the property. Soils were 3-11699.009.doc I_ saturated near the surface(0 to 12 inches below ground surface)in the wetland extension onto the central-western part of the property. The upland portions of the site did.not contain saturated or inundated soils. On-site wetlands are extensions of a seasonally inundated depressional wetland west of r ; the property. A vegetated road fill on the east side of the power line easement west of the property separates the on-site wetlands from the larger off-site wetland. Still, on-site wetlands are hydrologically connected to the larger wetland via shallow subsurface and groundwater flows. 4.0 WETLAND AREAS Based on the use of the three-parameter approach defined within the 1987 and 1997 manuals, two wetland areas were delineated near the western property boundary. The on-site portion of Wetland A is a.0:033-acre (1,446 square foot) palustrine, scrub-shrub system and the on-site portion of Wetland B is a 0.019-acre(823 square foot)palustrine, forested system; however, both wetlands on-site are part of a larger palustrine, emergent, scrub-shrub,and'forested depressional L wetland that is largely off-site. JAn approximately 16-foot-wide road on the east side of the power.line easement'west of the property occurs between the on-site wetlands and the off-site wetland. For the purposes of wetland rating and functional assessment, considering that on and off-site wetlands have subsurface hydrologic connection and are only separated by about 16 linear feet,on-site wetlands were considered part ofi the larger wetland system. The National Map (Figure 3) shows the wetland on the power line easement as two smaller palustrine scrub-shrub wetlands. Field visits largely confirmed the exient of wetlands shown on the National Map, with the exception that the two palustrine scrub-shrub map units on the power line easements are connected by a linear depression on the west side of the easement. Vegetation species were identified and classified with a Wetland Indicator Status (WIS), soil conditions were identified and labeled, and observations of hydrologic conditions were made at four data points on the site. Shallow test pits were excavated in other portions of the site but were 1T found to be similar to the representative data plots included in this report. Wetlands were classified as such because all three wetland parameters were present. The wetlands are located in the Soos Creek Drainage in the Duwamish River Basin in WRIA 9. 4.1 Wetland A Wetland A is a depressional wetland•dominated by native shrubs (red-osier dogwood Cornus stolonifera), Pacific willow (Salix lasiandra), and red alder (Alnus rubra) with some Himalayan blackberry(Rubus discolor) established in the buffer and growing over the wetland. Vegetation of adjacent upland consists of western red cedar(Thuja plicata), Douglas fir (Pseudotsuga menziesii), and western hemlock (Tsuga heterophylla) forest with disturbed but well-developed shrub stratum. The soils of Wetland A have muck to mucky sandy loam surface horizons with sandy loam to gravelly sandy loam subsurface horizons. Redoximorphic depletions and small 2mm)concretions were observed in the subsurface horizons. Wetland A hydrology has been historically modified by the road on the adjacent power line easement. Historically it was part of the larger depressional wetland on the power line easement. While it maintains subsurface hydrologic connection to the wetland on the easement,it is currently a closed depression. Water marks and saturation near the surface were observed during the field visit in March 2005. r 4- 11699.009.doc l 4.2 Wetland B Wetland-B is a small depression at the northwest corner of the property. Vegetation consists of western red cedar(Thuja plicata) with a shrub stratum consisting of Douglas spiraea (Spiraea douglasii) and western crabapple (Pyrus fusca). Adjacent upland is dominated forest I dominated by western red cedar with Douglas fir subdominant. The upland shrub stratum consists of salal (Gaultheria shallon) and California blackberry Rubus ursinus). Wetland B soils have a thin fabric organic horizon with mucky sandy loam to greater than 18 inches below ground surface. Wetland B hydrology is similar to that of Wetland A in that the wetland was formerly part of the larger depression on the power line easement. It has a subsurface hydrologic connection to the depression on the power line easement. Ponding up to 1 oot deep was observed during the March 2005 field visit. 5.0 WETLAND FUNCTIONS 5.1 Biologic Functions The wetland has moderate biologic functions. The on- and off-site wetland habitat contains forest, scrub-shrub, and emergent vegetation with seasonal ponded water. The wetland rated high for amphibian habitat because the portion of the wetland easement has a relatively large area of shrubs (primarily Douglas spiraea(Spriraea douglasiiJ)growing in areas with seasonal ponding. Biologic function is limited due to lack of connectivity with other habitat areas. 5.2 Hydrologic Functions In general, the wetland has moderate to high hydrologic functions. The wetland contains saturated soils and seasonally inundated areas. It is a depression with a highly constrained outlet in the upper 1/3 of its watershed. It receives subsurface flow and surface runoff from a developed upper watershed. Hydrologic function is limited by small size(<5 acres). 6.0 OFF-SITE WETLANDS AND STREAMS A large wetland and stream(Soos Creek)complex occurs east of the site. Using the King County iMap system to measure distance, the closest portion of the wetland to the property is 320 feet southeast of the southeast property corner. This system is geographically extensive and diverse with respect to ecosystem types. It has regionally important habitat function. The reach of Soos Creek within the wetland complex supports Coho salmon. Chinook and Chum salmon use Soos Creek approximately 6 miles downstream of the subject site(Williams et al. 1975). I I7.0 WETLAND REGULATIONS Based on the information derived through site reconnaissance and readily available documents, two wetlands were identified on the site. Classification and development standards for King County wetlands are provided in the King County Municipal Code (KKC), Chapter 21A.24, Critical Areas. Classification of wetlands follows the Washington State Wetland Rating System for Western Washington (Washington Department of Ecology 2004). Following this rating methodology, the on-site wetlands are classified as Category II wetlands with low habitat value our rating form is provided in Appendix B). King County requires 100-foot buffers for Category II wetlands with low habitat value in urban areas. In addition, a 15-foot building setback must be established from the buffer edge. 5- 11699.009.doc 8.0 CONCLUSIONS 1 ; Based on the 1987 and 1997 manuals, vegetation, soils, and hydrologic conditions necessary for L 1 an area to be considered Itwo wetlands were found on the site that were both considered to be extensions of a larger off-site depressional wetland. King County will regulate the wetland as a Category II wetland with low habitat value. One hundred-foot buffers and a 15-foot buffer setback will be required: Buffers associated with the Soos Creek wetland complex 320 feet southeast of the property do not extend onto the property. 1 9.0 CLOSURE The findings and conclusions documented in this report have been prepared for specific application to this site. They have been developed in a manner consistent with that level of care and skill normally exercised by members of the environmental science profession currently. practicing under similar conditions in,the•area. Our work was,also performed in accordance with the terms and conditionls set forth in our proposal. The conclusions and recommendations presented in this report are professional opinions based on an interpretation of information currently available to us and are made within the operation scope, budget, and schedule of this project. •No warranty,expressed or implied,is made. Wetland boundaries identified by Barghausen Consulting Engineers, Inc., are considered preliminary. until the flagged wetland boundaries are validated by the U.S. Army Corps of Engineers and/or the local jurisdictional agency. Validation of the wetland boundaries by the I - regulating agency(ies) provides a certification, usually written, that the wetland boundaries verified are the boundaries that will be regulated by the agency(ies) until a specific date or until the regulations are modified. Only the regulating agency(ies)can provide this certification. Since wetlands are dynamic communities affected by both natural and human activities, changes in wetland boundaries may be expected; therefore, wetland delineations cannot remain valid for an indefinite period of time. The U.S. Army Corps of Engineers typically recognizes the validity of wetland delineations for a period of 5 years after completion of a wetland delineation report. Development activities on a site 5 years after the completion of this wetland delineation report may require revision of the wetland delineation. In addition, changes in government codes, regulations, or laws may occur. Because of such changes, our observations and conclusions applicable to this site may need to be revised wholly-or in part. 1 •-•X64 77Z,ef e-47- Peter D.Steinberg Reviewed by Theresa R. Dusek Wetlands Ecologist' Natural Resource Ecologist I 4 6-11699.009.doc 10.0 REFERENCES Cowardin, L.M., V. Cart ir, F.C. Golet, and E.T. LaRoe. 1979. Classification of Wetlands and Deepwater Habitats of the United States. U.S. Fish and Wildlife Service Publication FSW/OSB-79/31.J Environmental Laboratory. 1987. U.S.Army Corps of Engineers.Wetlands Delineation Manual. Technical Report Y-87-1, U.S. Army Waterways Experiment Station. Vicksburg, Mississippi. Federal Register. 1994. Changes in Hydric Soils of the United States. Washington,D.C. Hitchcock, C. and Cronquist, Arthur. 1990. Flora of the Pacific Northwest. University of Washington Pres Seattle,Washington. King County Sensitive (Areas Code, Chapter 21A.24. Current through Ordinance 15051-131, 2004. Munsell Soil Color Ch . 2000. Munsell Soil Color Charts. Gretag Macbeth, New Windsor, New York. United States Department of Agriculture, Natural Resource Conservation Service(NRCS). 1998. Field Indicator of Hydric Soils in the United States, Version 4.0, Hurt, G.W., P.M.Whited,and R.F. Pringle(eds.). USDA,NRCS,Ft.Worth,TX. . United States Department of Agriculture, Natural Resources Conservation Service (NRCS). 1995. Hydric Soils of Washington. 19 pp. United States Department of Interior, U.S. Fish and Wildlife Service(USFWS). 1997. National List of Vascular Plant Species that Occur in Wetlands: 1996 National Summary. A draft revision of: Reed, P.B.,Jr. 1988. National List of Plant Species that Occur in Wetlands: Northwest (Regon 9). U.S. Fish and Wildlife Service Biological Report 88 (26.9). Washington,D.C. United States Geological Service. 2004. Renton Quadrangle,Washington. Reston,Virginia. Washington State Department of Ecology. 1997. Washington State Wetland Identification and Delineation Manual. Washington State Department of Ecology,Publication No. 96-94. Washington State Department of Ecology. 2004. Washington State Wetland Rating System for Western Washington. Ecology Publication#04-06-025 Williams, R.W.; R.M. Laramie,J.J.James. 1975. A Catalog of Washington Streams and Salmon Utilization: Volume 1, Puget Sound Region. Washington State Department of Fisheries, Olympia,Washington. 1 I f 7-11699.009.doc TABLE 1 VEGETATION SPECIES IDENTIFIED ON SITE TREES i T Big leaf maple Acer macrophyllum Black cottonwood Populus trichocarpa Douglas-fir Pseudotsuga menziesii Red alder Alnus rubra Sitka spruce Picea sitchensis Western redcedar Thuja plicata Western white pine Pinus monticola SHRUBS Cherry(Ornamental cultivar) Prunus sp. Dewberry Rubus ursinus Himalayan blackberry Rubus discolor Hardhack Spirea douglasii Himalayan Blackberry Rubus discolor Indian Plum .1 Oemleria cerasiformis Paper birch Betula papyrifera Red elderberry Sambucus racemosa Red osier dogwood Cornus stolonifera Salmonberry Rubus spectabilis Scot's Broom Cytisus scoparius Sitka willow Salix sitchensis Sword Fern Polystichum munitum Western crabapple Pyrus fusca Yellow willow Salix lasiandra HERBS American vetch Vicia americana Bedstraw Galium triflorum Bentgrass Agrostis sp. Bittersweet nightshade Solanum dulcamara Black mustard Brassica nigra Bracken fern I Pteridium aquilinum 1 Bull thistle Cirsium vulgare Common plantain Plantago major Creeping buttercup Ranunculus repens Curly dock Rumex crispus Dandelion Taraxacum offcinale Kentucky bluegrass Poa pratensis Lanceleaf plantain Plantago lanceolata Orchardgrass Dactylis glomerata Red clover Trifolium pratense Timothy grass Phleum pratense Western swordfern Polystichum munitum Yellow gland weed Parentucellia viscosa I Note: This listing represents the major plant species identified. There may be other species present within the subject site that are not listed. is L I-, i i iiern, : p . .......„..,,., ____..i.7.,,,,,,.lig:11 ---H 4 i 1.,-" ,••1 PARA Pint Mini , Al rSo. L F5 ;SE 180TH T 1 t-, z:-. ii,,,,, 1 :;'•, ;;; •-•,,,.. ., , 182110 I; SE 4 L., 4I,' ' , •L., 181ST ST; le4 :ii,101.,f 3s..." .., .-..7.-, I G ta3331 184TH - -,.- 49, In.: S- SITE—2 -3 BOULEVARD i il44:11 . ,, . ' SE 186TH SI 1 Lr, 34 183RO Lc?' Si 184 rh pi 1'• 1861ft Pt, sf,: 7-- -!HL.1, 4^' - '4•„'''. --- - •- -- LANE - ' • •- 18 ...- 7‹ Tif 9 SE 18/T8 sr I 188111 :';r PARK :,.,., ,.. 2:,,,, .,\SE 188 ry SE mem -,Tti- ' 0- - . WY SE 188TH PIt 1•ii.. 1 .„ S ,E 190TH ,r ST d•.' SE 192ND Si- T23N i• 4!.. i,f., • ,.. L...,4' T22N .,,.. v,•• 4 LAKE t i a YOUNGS T PARK GARY rrJi19/111 ei : ., .. 7 i 3RANT 4 .•,.iii. ,. t ...: . ,As‘), , • 3. 1 '•. c p ,...,,,,. Z., ,wl • ''" 4 SOOS 4 if, ourri ..: .., a Sc. 1 .1:. • •? 007 M a" 71 A •')I - '' •:.. :. .,.•• ?REEK f .?0IST iT t. .0.'Pro Pl. E. 2WPII) S' 40', E. .T.tPf! m PARK f 1. • t 4,•\* 4,, c' F 2 0,ii .! , .. 4- 7 ,r. si•-' rv,;'..'.; ,0!, - . 20811i li. • . :-; • r• 7 4. • a .,, .. 4, 4" 1 ir i REFERENCE: Thomas Guide (2005) Scale: For: Job Number Horizontal: N.T.S. Vertical: N/A BAGLEY PROPERTY 11699 coviA0 18215 72ND AVENUE SOUTH KING COUNTY, WASHINGTON 42- 4ircfr: P0 0 KENT, WA 98032 CO_ Z (425)251-6222 Title: n 425)251-8782 0 I VICINITY MAP c-CIVIL ENGINEERING,LAND PLANNING4.4.i'VGI EN E.1 O." SURVEYING ENVIRONMENTAL SERVICES DATE:4/01/05 P:111000.31116991exhibiticore1111699 fl.cdr File: P;\11000s\11699\exhibit\11699 f2.dwg Date/Time: 04/19/2005 19:36 Scale: 1=100 djedel Xrefs: site f2, t1 a j II i i-` rco0 00 j o H .I' WETLAND B 0.019 AC. (823 S.F.) POWER POLE 1 CO RIM 416.65 wtn w1e WOOD FENCE w/LUMINMRE NO IA UREHE Tw w/UG DROP a HOG WIRE FENCE I rr tv J i 1' \ 2)MAILBOXES wENNO n9 2/I:~',r` 1 2O i :::. fON Wire: C / K , 1-ZZ4 a' x .- Y A r-IE 4'ADS NW=416,49 MAAD D04 rep 0,,...T 24-_— a— -_--__ _ 1r.'C 'may _ fiiii '82 Ilw V gr 38. 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Yy fl$0,E 12'PDS N=413.34 8df'-`\ `.`- k'`r;: 9Un ( IIE 12'ADS S=413.44 1,C tiZlr,\ -+_ yt1 I II CB TYPE 1 RIM=415.16 L 1 IE 12'ADS 14, : -„./. 1 ` l: i. L aO ° II IE 12'ADS N=413,01 VA( • it ` — i t i'. 41k ' g722 IE 12'ADS SW=413.01 a it' x v ' IE 12'ADS E=412,86 HIGH MISSION Z„\ , 1 L,Q' f'°-4 .`A DRESS SIGTRANSMISSION20, G W: KNEE is \/ q ,.` I IE 12'ADS W=412,05 1E 12'TADSEE=414,61 a IP itil , .. 418,1 POL FH w/ I may,; °; ` k v BOLLARDS / ° I WATER MARKER POST 11• . J• I Y\ 7 it ..' FNO IRON PIPE ---Y9 c ..,.- a u r---- ..' J- Rai 2, , 1 o HOG T IRE FFN MEOW t, UNDMTIMBERS 54 WM \ M x 10 STFNDREET151GN IRON PIPE POWER POLE IE 12'CNC W=417.79 POWER POLE POWER POLE w/TRANSFORMER w/UG DROP IE 12'CNC E=418.34 I CB TYPE 1 RIM-415.55 WOOD FENCE IE 12'ADS WSW=413.28 IE 12'ADS E=415.82 IE 12'ADS ENE=413.22 CB TYPE 1 RIM=418.27 TEL J-BOX IE 12'ADS W=413.94 POWER POLE IE 12'ADS ENE-413,94 CHAIN UNK FENCE No. Date By Ckd. Appr. Rev ision Job Number Scale: Q.G'H'4- 0 18215 72ND AVENUE SOUTH Designed _ Title: SITE MAP 11699 Q'0 KENT, WA 98032 Drown Horizontalmit(425)251-62221 1"=so' Sheet n 1r v ( 425)251-8782 FAX. . i Checked dTiff Approved Vertical For: B A G L E Y PROPERTY FIG. 2 sG iy CIVIL ENGINEERING, LAND PLANNING, T/NG ENGtN SURVEYING, ENVIRONMENTAL SERVICES Date 4/15/05 KING COUNTY, WASHINGTON of 1 4l r ,/,A• .i^1, ya i, U .7 Y , irr. p ; C4 1'''... '" — alf, ryh,sJl rV Hy ,. r : f t• w i- !it is r, ...Ai.:CA r•;• X•v L. V kW FN -,' Mk j. 21 s .•.• r t, r _ 0;i.• ice .. ,..` a as DI. 1• "/.... , : - `..' + ; J • }r, ti n.'. y a r l ' '':v'n u N up, Jri e`t^te . } 1it' / 1 •, ., I/• +'. A E' h• R .. T L a•v 1„sue r• t. „, y r.+. r•t • 1.• r.. . ti Y •/. Azi1 • f" i ^ ,. 1. .. :: i,t,tiv. 1, * Y; b .• •± 1 ; r-' ii . . lP' i ^L #tom l.i '" • . r}.? 1 R•' •.., :L .4, r`_ -'..% r f' .. #. 4 f.` y s il. i ..i cr.•ii 1.. ... t•..,•'. ,. f. may• iv rJ-« < w tT RJR" Y ]' i -r s r.tt gir 1 p t ... .Yr' wit V _ • M- ', - t .•. rrs •a`;rr : h. ' '• i T.. ,i' }r- !r "yr.... h.! 1 i : ,J'l. 41.• t"' r yl-:SIT• f I, R.. ' . :•''' . ``. kii 3 1 r;. l. 4414 c A.• ••.r ti$jv.:t •..- ' f S15r.•" Os: ,'''l r i. 4":' 71. E ' • ..ly. •• `_-c. l'r) 1'.L T'1. •y y•y ,• _ r n . t. iv' 4* 1 r..•r••~`• •,,.ar.4•• .i, ..M ap•' -ter" - . f 4OP 'r,l icy. .• d' a. 4 J• .:.7:.+}1.;5 Jr. s.' 1 ' ry-waylil yR.. I— r k t .. I :, . 1,; t W t'•, • . f } qr - rit?1,el-...,,i •••• •.1.- ::...... .-.V.,r4rtIV .:-.... .,.„.... y,5. ..:,.,....,• .;•. t. .:... F. 4. REFERENCE: United States Geological Survey(2004) Wetlands Freshwater Forested/Shrub wetland Freshwater Emergent wetland Freshwater pond Estuarine and Marine wetland Rice tine Lake Estuarine and Marine Deepwater Cther Freshwater wetland Scale: For.' Job Number Horizontal: N.T.S. Vertical: N/A BAGLEY PROPERTY 11699 GHA 4, 18215 72ND AVENUE SOUTH KING COUNTY, WASHINGTON i/ ' KENT, WA 98032 W Z. (425)251-6222 Title: 425) 251-8782 Z U.S.G.S. NATIONAL FIG. 3 a<'<,. A, III CIVIL ENGINEERING,LAND PLANNING, MAPSURVEYING,ENVIRONMENTAL SERVICES DATE:4/01/05 P:111000s1116991exhibiticorel111699 f3.cdr cd: 1. . ;. \.,...,..........4., r_o ).___,,,rf _Th_. _...., , 1 7,,,.7),..,,_' Al:': 1,,,, ,I IL- '-' -:.:.:-.::-'1: r 'j•1 1 i 1 AntC !I C AgB t, I 203 1 it 29 Agr' 4 IiIA ' \'' . :.'. J II_1 1 .,—...- NiIIPAuer \, AlBll\ t I1. I 0C., 1 s: zLJ 4 1 •, A A • • .it,•i Af;H..„: • Sk I r ' 3 .I n I L.j vAnac- p::::-.,;•.••ji <, . • •.... ,. ABC I I"" u ` ; : f~ i SITE: EvB' 1 y AmH r mniur Agt3 Sk . I n 32 µ Bt. I 6A ° Ar.`. s •,. Mel .• 1 I AgB I •9a P A7 u 3 1 ,MI • C 1 a.I AI(. I L , r' ' Ib Act I'No 11 wfir. . 0% 14....•. . .. ... a k• AUC r.t..::3-...-•. y k %. rP,' • 0 : ArnH • •- Y r, AgC i : :•,'• I I:,..• AgH • b.Eo' ,Y.0.1 •. i i• 1 I 45•' ;• 3 2 SH In . .I II I• ' • EvB No• A SB 4 I ti<.•n LABn:r AtnC AbI ARf' :1 Alai Si AgC F :ell1:'. I. • Antl1 Sk I.."A Agit • . • 5 •'i •c• nl , ABH • p I• • i. No I EvH w 1•. I../ I Aµr. liAutr c • • /.AKc N I A cIy`•' Anis I I l t u i c-I AgC. 1 Fri iIr E.vil EvI3 No ! t REFERENCE: Snyder et. al (1973) LEGEND: AgB =Alderwood gravelly sandy loam, 0-6% slopes AgC =Alderwood gravelly sandy loam, 6-15% slopes AgD =Alderwood gravelly sandy loam, 15-30% slopes Scale: For: Job Number Horizontal: N.T.S. Vertical: N/A BAGLEY PROPERTY 11699 G4°4V 1821572NDAVENUESOUTH KING COUNTY, WASHINGTON T I S' KENT, WA 98032 CO . 2 (425)251-6222 Title: 425) 251 8782 KING COUNTY FIG. 4 c, 444:U' t•CIVIL ENGINEERING,LAND PLANNING, VG ENap s'` SURVEYING,ENVIRONMENTAL SERVICES SOIL SURVEY MAP DATE:4/01/05 P:111000s1116991exhibiticorell11699 f4.cdr 61 S _. I i# ` f% I*r 4. ili r ` 11I rs 1 y a t r 1_. SITE - „ty- ,• ;r, 4 0,i t.,. L: 4, 11:: ;',‘1.** :4ilit'a i . 1%. 1 '! e ....., ..!.,4 , ,,-":** 44.:,il h L.. i`- _• nijull , '9 , ails R/ i i ter....-/ ...,rd i,,4 Z 1' Fir . .70' . ,,. fp -4,,,t,. • ',.., i-$ ... v'EP ti Sr w 4 ` b 1 t (-.. k i al.l. t •- t 44SP..- i • s xs...:9, ....,4. ..,,, i rEfin on i --F-'.4 L aIr y dNe41j7•` 4'Q .`{r .ii"i ii4/:i X r ,':..' r .L r . REFERENCE: King County(2003) Legend County Boundary nr` aass 3 Streets UPscdasve4ed IN.-qr«a,• 1 Lakes and Large Rivers nJ Arenas Streams ED100 Year Ftoodatam r E Paroek V`iLRD Channel Migration 1.4uarJ Fish and Ditch Areas Wiildkfe Network s il!i„ MODERATE SAO Stream Ilig ssv._>ze 640, Clan I 0 CSAD Wetland Cass 2tarw 2002 ColorAenal Photos(West KC Cd41,14 254rnmC only) cri Scale: For: Job Number Horizontal N.T.S. Vertical: N/A BAGLEY PROPERTY 11699 GHAV 18215 72ND AVENUE SOUTH KING COUNTY, WASHINGTON 1 .0 KENT,WA 98032 02 Z (425)251-6222 Title: o r ti (425)251-8782 KING COUNTY MAP FIG. 5 444, '' e.CIVIL ENGINEERING,LAND PLANNING, NG ENC. SURVEYING,ENVIRONMENTAL SERVICES DATE:4/01/05 P:111000s1116991exhibiticorel111699 f5.cdr 1 l_ 11 . APPENDIX A. WETLAND DELINEATION METHODOLOGY i I i i I l i I J APPENDIX A WETLAND DELINEATION METHODOLOGY The triple-parameter approach of the Washington State Wetland Identification and Delineation Manual 1997) and the U.S. Army Corps of Engineers Wetland Delineation Manual (1987) was used to delineate the extent of wetlands on the she. Under this methodology, vegetation, soils, and hydrology are each evaluated to determine the presence or absence of wetlands. Based on the use of this method, an area is considered to be a wetland if each of the following is met: (1)dominant hydrophytic vegetation is present in the area, (2)the soils in the area are hydric, and(3)the necessary hydrologic conditions within the area are met. The Routine On-Site Determination Method was used for'the evaluation of triple parameter criteria for this project. This methodology was selected because differences in.vegetation types were easily observed, aiding in the identification of areas likely to meet the hydrology and soils criteria of this approach. Wetland boundaries were determined by conducting a walking inspection of the property. As part of this inspection, species of vegetation, soil conditions, and hydrologic conditions were noted at several data plots to more accurately dete a the boundaries of on-site wetlands. Wetland Vegetation: Hydroph, tic plants are plants specially adapted for saturated and/or anaerobic conditions. The U.S. Army Corps of Engineers and the U.S. Fish and Wildlife Service has assigned an indicator status to many plant species that is based upon the estimated probability of the species.existing under.wetland conditions. Plants are categorized as Obligate (OBL), Facultative Wetland (FACW), Facultative (FAC), Facultative Upland (FACU), and Upland (UPL). Species with an indicator status of OBL, FACW, or FAC are c+idered to be adapted to 'saturated and/or anaerobic (i.e., wetland) conditions and are referred to as hydrophytic vegetation(Appendix B). Trees and shrubs within a 30-foot radius and herbs within a 5-foot radius of each data point were identified and noted. The approximate percentage of cover for each of the different plant species occurring within the tree, shrub, and herb strata was determined. Dominant plant species are considered to be those that, when cumulatively totaled in descending order of abundance, exceed 50 percent of the area cover for each vegetative stratum Any additional species individually representing 20 percent or greater of the total areal cover fo each vegetative stratum are also considered dominant. The indicator status of the do 'nant plant species within each of the vegetative strata are used to determine the presence of hydrophytic vegetation near each data plot. A data plot was considered to have hydrophytic vegetation if greatei than 50 percent of the dominant plant species within the area had an indicator status of OBL,FACW,or FAC. Hydric Soils: Hydric soils are defined as those soils which are saturated, flooded,or ponded long enough during the growing season to develop anaerobic conditions that favor the growth and regeneration of hydrophytic vegetation. As a result of anaerobic conditions, hydric soils exhibit characteristics directly observable in the field, including{high organic matter content, greenish or bluish grey color(gley forma- tion), accumulation of sulfidic material, spots of orange or yellow color (mottling), and dark soil colors low chromas). Throughout a large portion of the area delineated as wetland, identification of hydric soils was aided through observation of surface hydrologic characteristics and, indicators of wetland hydrology (i.e., drainage patterns). The areal.extent of hydric soils-was defined through direct soil observation within several data plots placed both inside and outside the wetland. Soil observations.were completed within soil data plots dug with a shovel to a depth of at least 16 inches below the existing ground surface. Soil samples were examined for the presence of hydric indicators.-Soil organic content was estimated visually A-1 11699.009.doc[TRD/dmj 1 and textually. The presence of sulfidic material was determined by the presence of sulfide gases•(i.e., a rotten egg" odor). Soil colors v'ere recorded after being determined through use of the three aspects of - color in the Munsell Soil Color Chart: hue, value, and chroma(e.g., a soil designated as 10YR 6/2 has a r hue of 1OYR,a value of 6,a chroma of 2,and a soil color name of light brownish gray). A soil chroma of two in combination with soil mottling or a soil chroma of one without soil mottling typically indicates a hydric soil. I Wetland Hydrology: Hydrologic conditions identifying wetland characteristics occur during those 1 periods when the soils are inundated permanently or periodically or the soil is continuously saturated to the surface for sufficient duration to develop hydric soils and support vegetation typically adapted for life in periodically anaerobic conditions. Research has indicated that the duration of soil saturation and inundation during the growing sason is more influential on the plant community than the frequency of 1 soil saturation and inundation during the growing season. For the purposes of this wetland delineation, the wetland hydrology criterion was considered to be satisfied if it appeared that wetland hydrology wasL_ present for at least 5 to 12 perceuI t (12 to 29 days) of the growing season. The growing season begins when the soil reaches a temperature of 41 degrees Fahrenheit in the zone of root penetration. The hydrology was evaluated by direct visual observation of surface inundation or soil saturation within 16 inches below the existing ground surface in data plots. According the 1987 Manual, 'for soil saturation to impact vegetation, it must occur within a major portion of the root zone (usually within 12 inches of the surface) of the prevalent vegetation"; therefore, if saturated soils or indicators were . observed within 12 inches of the.surface,positive indicators of wetland hydrology were noted. The area near each data plot was also examinedfor indicators of wetland hydrology. These indicators include dried water marks, drift lines, sediment deposits, and drainage patterns. It was not possible to observe conditions during the entire growing season. Areas where several positive indicators of hydrology were noted were assumed to contain wetland hydrology. I I I, A-2 11699.009.doc[TRD/dm] a 14 r f r APPENDIX B DEFINITION OF PLANT INDICATOR STATUS AND FIELD DATA FORMS I L! APPENDIX B DEFINITION OF PLANT INDICATOR STATUS AND DATA FORMS Indicator Category. Definitions OBL Obligate Wetland. Occurs almost always (estimated probability > 99 percent) under natural conditions in wetlands. FACW Facultative Wetland. Usually occurs in wetlands (estimated probability 67 to 99 percent),but occasionally found in uplands. FAC Facultative. Equally likely to occur in wetlands or uplands (estimated probability 34 to 66 percent). FACU Facultative Upland. Usually occurs in uplands (estimated probability 67 to 99 percent) but is occasionally found in wetlands (estimated probability 1 to 33 percent). UPL Obligate Upland. Occurs in wetlands in other regions (as defined in the National List of Scientific Plant Names) but occurs almost always (estimated probability > 99 percent) under natural conditions in uplands in the region specified. NI No Indicator. These species have not been given an indicator status. They are assumed to be upland. Source: National List of Plants That Occur In Wetlands: Northwest(Region 9). U.S. Fish and Wildlife Service Biological Report 88 (26.9). 89 pp. 1 I 11699.009.doc(TRD/dm I Data Point: I of DATA FORM WLfL,94%,(1 A WETLAND DETERMINATION Project/Site: K..., •(e. Pyre ( 33.2 0561061 Date: M4!crn I — a5 Applicant/Ownggr: // Jr Investigator: Stc•.aee ; Barghausen Consulting Engineers Job#: (`6 qi. City: &Mc d!/1.I.41 Have vegetation, County:IAgton,soils, hydrology been disturbed: Yes D No[3 f`` Is the area a potential Problem Area: Yes No U State:Washington' If needed,explain on reverse.) 1 VEGETATION f Dominant Plant Species Stratum Cover Indicator 1. ubvs vfstAvS1 5 yr<<r f1tL)1 2: A"5 la, rot . ig" S 2, G . FA C 3. C 'dt&6 S 104:t'(r A 556 FAc kJ 4 ed6v5 dire /)r Pi 1c ritec> . • 6. A- e64I.. :4q c 1-r.-c. 6L_ 7. r n t,,/zgAt4 il rif 5 S c M CIA l4fd. t 4"A 15 so Fi-t(,f 9. 1 10. Percent of Dominant Species that are OBL, FACW or FAC(except FAC-). *-Dominant species: Cowardin Classification: P55 C Remarks: D to/Of l 4 a d74 ,4 •c l'd 4/o Air ill cie I t ,. d ci 4 1 HYDROLOGY 1 X Recorded Data(Describe in Remarks): Wetland Hydrology Indicators Stream,Lake,or Tide Gage X Aerial Photographs Inundated Other k[ Saturated in Upper 12 Inches No Recorded Data Available Water Marks I Water Lines Field Observations: Sediment Deposits D Drainage Patterns in Wetlands Depth of Surface Water:in.Oxidized Root Channels in Upper Depth to Free Water in Pit: in.) 12 Inches Depth to Saturated Soil: in.) kWster-Stained Leaves I Local Soil Survey Data Other(Explain in Remarks) Remarks: Villtr rsitp$,U-ti,it r,rI.`,,„k arc v(`hw , . 2 2-99/DATA.FRM/TRH-trh AF.787.wpd 1 Data Point: / of 'r SOILS j Map Unit Name:/17:ittet '01-0 5c&s- Drainage Class: Id. IMC(tO eI. Field Observations r ti Taxonomy(Subgroup): E,"4.c AQtL is- Confirm MappedType? Yes ila No Project Description: Depth Matrix Color Mottle Colors Mottle Texture,Concretions, inches Munsell Munsell Abundance/Contrast Rhizospheres,etc. Moist Moist) D-L le NQ 291 Mack 12 0 I say Ir (o GA4 g)".,...(4 Mai tdeAt 1 17---etepleLic Hydric Soil Indicators: Histosol Concretions Histic Epipedon High Organic Content in Surface Layer Sulfidic Odor Organic Streaking - SCProbable Aquic Moisture Regime Listed on Local Hydric Soils List Reducing Conditions Listed on National Hydric Soils List Gleyed or Low-Chroma Colors Other(Explain in Remarks) Remarks: Ari J'.e d 4 d•1- c 4G Adt a 4 No • Seliot a Co C'/r,C.1 5 (42,y.0 J w.ntlen C at GI (( Av4 5 WETLAND DETERMINATION Hydrophytic Vegetation Present? Yes No Hydric Soils Present? Yes No Is this Data Point Within a Wetland? Yes NI No Wetland Hydrology Present? j Yes No Remarks: i 2-99/DATA.FRM/TRH-trh AF.787.wpd r Data Poi t: .2 of 5 DATA FORM v ( lcrc,t,cf , WETLAND DETERMINATION Project/Site: ,KL, t!®-5 PIwee I 33• 05 f 1 Date: Applicant/Owner:9. Investigator: Barghausen Consulting Engineers Job#: City: 4•A4ftta1(CI Have vegetation,soils,or hydrology been disturbed: Yes Ill County: Y r M Is the area a potential Problem Area: Yes El No k State:Washington If needed,explain on reverse.) VEGETATION Dominant Plant Species Stratum Cover Indicator 1-Q.,4.,, cii ; cit G 5 S F J_ 1 7-5 & .i,p y. x 5 5 nrv* 1 44 Wile 47V 54 4 tell 4. AC[ill t." PArv( / ft,l,M 5 5 t-' 5: 5 !Y4/k 5 5 A C 6. 1t1,.!. i r:Ffr iq-C ' 7. of r6A cur. s'rt„,ril s 5 . s F 'F( U 8. 4-ee L 9. J(e -/ fr y AA S ad 4 [— t ) 10. • f'tr 17`9a .2l tet1 I Is. F/4'CV Percent of Dominant Species ti at are bBL,ilk V 15 t494 v S S 2;5 FA V FACW or FAC(except FAC-). *-Dominant species. Cowardin Classification: Vp 64 Remarks: ff HYDROLOGY X Recorded Data(Describe in Remarks): Wetland Hydrology Indicators Ni4'c. Stream,Lake,or Tide Gage X Aerial Photographs I Inundated Other I Saturated in Upper 12 Inches No Recorded Data Available Water Marks Field Observations:. Water Lines I Sediment Deposits Depth of Surface Water:in.) Drainage Patterns in Wetlands Oxidized Root Channels in Upper Depth to Free Water in Pit: i (in.) 12 Inches Depth to Saturated Soil:in.)Water Stained Leaves 7 I(? " r Local Soil Survey Data Other(Explain in Remarks) Remarks: j 2-99/DATA.FRMITRH-trh AF.787.wpd Li I r Data Point: of Li SOILS r fj j r J f Map Unit Name: /7 4/ev10 J /• IL L` f(d/l5 Drainage Class: il: Cold Osge d Field Observations Taxonomy(Subgroup): it Are / c/ . 'D Confirm Mapped Type? 'Yes @ No Project Description: 1 Depth Matrix Color Mottle Colors Mottle Texture,Concretions, inches) Munsell Munsell Abundance/Contrast Rhizospheres,etc. Moist) Moist) 0 2 Oe 2I' 10 rR-2 t G ra. -.,6 ca J i s-- 12 _ 10 R sad .r l2.-f gl- I4 1 R ray1o,i _ A#i,d I Hydric Soil Indicators: IVivit, Histosol Concretions Histic Epipedon High Organic Content in Surface Layer Sulfidic-Odor Organic Streaking Probable Aquic Moisture Regime Listed on Local Hydric Soils List Reducing Conditions Listed on National Hydric Soils List Gleyed or Low-Chroma Colors Other(Explain in Remarks) i L . Remarks: WETLAND DETERMINATION Hydrophytic Vegetation Present?Yes Notti Hydric Soils Present? Yes 0 No® Is this Data Point Within a Wetland? Yes No f] Wetland Hydrology Present? Yes 0 No Remarks: 2-99/DATA.FRM/TRH-M AF.787.wpd i Data Pojpt:_o INC t DATA FORM I WETLAND DETERMINATION Project/Site: it,6,4 i i5 ' e! No. -33,,j5( Date: • : i . Applicant/Owner. • r G Investigator: SF '((itEt7 ;Bargliausen Consulting Engineers Job#: I(Y 4,4 City. cr ro/ Have vegetation,soils,or hydrology been disturbed: Yes No® County: A~ Is the area a potential Problem Area: Yes Now State:Washington If needed,explain on reverse.)1 VEGETATION Dominant Plant Species Stratum Cover Indicator 1. T c1 4ct 4 7— 7 Vi A 2. A .4 rid t t J I O fib 4``i$ r et A S fialqek01r,. r tf Percent of Dominant Species that are¶BL, FACW or FAC(except FAC-). *-Dominant species. 1 Cowardin Classification: PF,G Remarks: HYDROLOGY X Recorded Data(Describe in Remarks): Wetland Hydrology Indicators Stream,Lake,or fide Gage X Aerial Photographs Inundated Other Saturated in Upper 12 Inches No Recorded Data Available C Water Marks Water Lines Field Observations: Sediment Deposits Depth of Surface Water:in.) Drainage Patterns in Wetlands Oxidized Root Channels in Upper Depth to Free Water in Pit: in.) 12 Inches Depth to Saturated Soil: in.) X Water-Stained Leaves Local Soil Survey Data Other(Explain in Remarks) Remarks: 2-99/DATA.FRMIIRH-trh AF.787.wpd Data Point: 3 of 1 1 If jSOILSapUnitName: w l 'Drainage Class: '-`d 6/e ' 4.-xe 5 g f Field Observations Taxonomy(Subgroup): _% l Confirm Mapped Type? Yes RI No , IpGs .ltL1t4 ,...I Project Description: Depth Matrix Color Mottle Colors Mottle Texture,Concretions, inches) Munsell Munsell Abundance/Contrast Rhizospheres,etc. Moist) Moist) D,-3 de 3-12 . - la PR f . ply k4l 641 2--if{ 0VA- 3l Y Hydric Soil Indicators: Histosol Concretions Histic Epipedon High Organic Content in Surface Layer Sulfidic Odor Organic Streaking X Probable Aquic Moisture Regime Listed on Local Hydric Soils List . Reducing Conditions Listed on National Hydric Soils List Gleyed or Low-Chroma Colors Other(Explain in Remarks) Remarks: ii, t' n G drffiti'eGkA,len., ! c ' A471- 1 WETLAND DETERMINATION Hydrophytic Vegetation Present? Yes No CI Hydric Soils Present? Yes No Is this Data Point Within a Wetland? Yes&No Wetland Hydrology Present? Yes L F No Remarks: 4 2-99/DATA.FRM/TRH-trh AF.787.wpd I ti Data Point: of / 41.1 Ae4c 6‘1141 IrDATAFORMJ WETLAND DETERMINATION Project/Site: K't^ (o . • fafuu( 33 .O5tWo' Date: J rt S`d Applicant/Ow}}er: / t ff iInvestigator:9+e sthe c ; Barghausen Consulting Engineers Job#: ( City: Vilrrt(p' I it C Have vegetation,soils,or hydrology been disturbed: Yes No County:k . Is the area a potential Problem Area: Yes No El State: Washington/ If needed,explain on reverse.) 1 VEGETATION Dominant Plant Species Stratum Cover Indicator 1.Gc 1 t e.4 I r 75 FA-c 2, -eflç414 es; ,41 7 . 15 - Flit« eIA r4. R Yr.„A. 5 G// (It L S S 2, FA-cc] 5. P y5A`4t v. J. tf 10 FAG 6. 7. I 8. 10. Percent of Dominant Species that are OBL, dFACWorFAC(except FAC-). *-Dominan species. Cowardin Classification:, v f4 J Remarks: HYDROLOGY X Recorded Data(Describe in Remarks): , Wetland Hydrology Indicators v Stream,Lake,or Tide Gage T X Aerial Photographs Inundated . Other Saturated in Upper 12 Inches No Recorded Data Available Water Marks Water Lines Field Observations: Sediment Deposits Drainage Patterns in Wetlands I-Depth of Surface Water:I in.) Oxidized Root Channels in Upper Depth to Free Water in Pit: I in.) 12 Inchesl Depth to Saturated Soil: in.) Water-Stained Leaves If t t Local Soil Survey Data Other(Explain in Remarks) Remarks: 1 r' 2-99/DATA.FRM/TRH-trh AF.787.wpd i 1 Data Point: of y SOILS ihazeiMapUnitName:f 1 C(lw00 I l! • 'l. ACS Drainage Class: f i Field Observations Taxonomy(Subgroup):, - pd/Q C 4/-II - Confirm Mapped Type? Yes Cgr No Project Description: Depth Matrix Color Mottle Colors Mottle Texture,Concretions, inches) Munsell Munsell Abundance/Contrast Rhizospheres,etc. Moist) Moist) 0-4 0 YR 3 3 !Ste( (0 GAr If e' Id 'IX 0 I-if ta VA ; Hydric Soil Indicators: Histosol Concretions Histic Epipedon High Organic Content in Surface Layer Sulfidic Odor Organic Streaking Probable Aquic Moisture Regime Listed on Local Hydric Soils List Reducing Conditions Listed on National Hydric Soils List Gleyed or Low-Chroma Colors Other(Explain in Remarks) Remarks: WETLAND DETERMINATION, Hydrophytic Vegetation Present? Yes No%F Hydric Soils Present? Yes No J: Is this Data Point Within a Wetland? Yes 0 No 1 Wetland Hydrology Present? Yes No I Remarks: ti 2-99/DATA-FRM/TRH-trh AF.787.wpd APPENDIX C WETLAND RATING FORM DRAFT WETLAND RATING FORM—WESTERN WASHINGTON Name of wetland(if known): Viegeia D A (,tn.J R.cr#,t 4-4 gc,i„ l(yer41 Location: SEC:33 TWNSHP: —RNGE:S (attach map with outline of wetland to rating form) gr is - 0,Person(s)Rating Wetland: t!.tc Affiliation:C Date of site visit: 3 1 I G 2 DRAFT SUMMARY OF RATING Category based oy FUNCTIONS provided by wetland I II III IV Score for Water Quality Functions 2 bCategoryI= Score>70 Category II=Score 51-69 Score for Hydrologic Functions I , Category III= Score 30-50 Score for Habitat Functions Category IV=Score<30 TOTAL score for functions 5-6 Category based on SPECIAL CHARACTERISTICS of wetland I II Does not Apply V Final Category (choose the"highest" category from above) Check the appropriate type and class of wetland being rated. Estuarine Depressional Natural Heritage Wetland Riverine Bog Lake-fringe Mature Forest Slope Old Growth Forest Flats Coastal Lagoon Freshwater Tidal Interdunal None of the above Wetland Rating Form—western Washington 1 August 2004 1 Ir li Does the wetland being rated meet any of the criteria below? If you answer YES to any of the questions below you will need to protect the wetland according to the regulations regarding the special characteristics found in the wetland. 42n": 4:'<:"z' n ;P -'s`'.:rtr,.. .7.;Y-,c„k ..p,. a..:,; wx%4 yp L^' a. 4. F'r , q' i 'Y:,caws-.'.'kki3 3` :£¢y :.' t °µt;;2.. ,4', i, gxC' ', " "e } s„w9. '"=•,,'malt _'p;;s^ t".- ` t,,sYf"'4s.,'"g'-:.,a .=, :ri m"''k.••" ; ,.g$ t'T„ l teett•:. ail to ectio, i"'` A' r-':' 3 m_Hai;,• a» s l, a • I ca "Yw.% • - ` q,. u At* y}('; d, r9 w..e e'<3z';;{'a:s r•a" r'^,* 'f r, .•,'e;"s, r d ':+.,;°i'- '' t,,.':A A Si": "1c;": tj;5r`s` da tir- ditil r.-T4i$, ksa`yo+!•s•', ti,4 ;''{a:b. 's zz%r' a'."`''.'.' ""a 4 SP I.Has the wetland been documented as a habitat for any Federally listed Threatened or Endangered plant or animal species (T/E species)? For the purposes of this rating system, "documented" means the wetland is on the appropriate state'or"federal database. SP2.Has the wetland been documented as habitat for any State listed Threatened or Endangered plant or animal species? For the purposes of this rating system, "documented" means the wetland is on the v appropriate state database. SP3. Does the wetland contain individuals ofPriority species listed by the WDFW for the state? SP4: Does the wetland have a local significance in addition to its functions? For example,the wetland has been identified in the Shoreline Master Program, the Critical Areas Ordinance,or in a local management plan as having' special significance. To complete the next part of the data sheet you will need to determine the Hydrogeomorphic Class of the wetland being rated. The hydrogeomorphic classification groups wetlands into those that function in similar ways. This simplifies the questions needed Ito answer how well the wetland functions. The Hydrogeomorphic Class of a wetland can be determined using the key below. See p. 24 for more detailed instructions on classifying wetlands. I Wetland Rating Form—western Washington 2 August 2004 Classification of Vegetated Wetlands for Western Washington Wetland Name:Date: 1. Are •- water levels in the wetland usually controlled by tides(i.e. except during floods)?110-go to 2 YiS—the wetland class is Tidal Fringe If yes, is the salinity of the water during periods of annual low flow below 0.5 ppt(parts per thousand)? YES—Freshwater Tidal Fringe NO—Saltwater Tidal Fringe(Estuarine) Ifyour wetland can be classified as a Freshwater Tidal Fringe use the forms for Riverine wetlands. If it is Saltw l` ter Tidal Fringe it is rated as an Estuarine wetland. Wetlands that were called estuarine iil the first and second editions of the rating system are called Salt Water Tidal Fringe in t11le Hydrogeomorphic Classification. .Estuarine wetlands were categorized separately in the earlier editions, and this separation is being kept in this revision. To maintain consistency between editions, the term"Estuarine" wetland is kept. Please note, however, that the characteristics that define Category I and II estuarine wetlands have changed(see p. ). 2. Is the topography within the wetland flat and precipitation is only source(>90%)of water to it. IV) go to 3 YES—The wetland class is Flats If your wetland can be classified as a"Flats"wetland,use the form for Depressional wetlands. 3. Does the wetland meet both of the following criteria? The vegetated part of the wetland is on the shores of a body of open water(without any vegetation on the urface) where at least 20 acres (8 ha)are permanently inundated ponded or flooded); At least 30%of the pen water area is deeper than 6.6 ft(2 m)? 0 go to 4 YES—The wetland class is Lake-fringe(Lacustrine Fringe) 4. Does the wetland meet all of the following criteria? The wetland is on a slope(slope can be very gradual), The water flows through the wetland in one direction(unidirectional)and usually comes from seeps. It may flow subsurface, as sheetflow, or in a swale without distinct banks. The water leaves the wetland without being impounded? NOTE: Surface water does not pond in these type of wetlands except occasionally in very small and shallow depressions or behind hummocks(depressions are usually 3ft diameter and less than 1 foot deep). go to 5 YES—The wetland class is Slope 5. Is the wetland in a valley, or stream channel, where it gets inundated by overbank flooding from that stream or river? The flooding should occur at least once every two years, on the average, to swer"yes. " The wetland clan contain depressions that are filled with water when the river is n t oding. 0 go to 6 YES—The,wetland class is Riverine Wetland Rating Form—western Washington 3 August 2004 6. Is the wetland in a topographic depression in which water ponds,or is saturated to the surface, at some time of the year. This means that any outlet, ifpresent, is higher than the interior of the wetland. " NO —go to 7 . to T e wetland class is Depressional 7. Is the wetland located in a ve flat area with no obvious depression and no stream or riverryp running through it and providing water. The wetland seems to be maintained by high groundwater in the area. The wetland may be ditched, but has no obvious natural-outlet. NO—go to 8 YES—The wetland class is Depressional 8. Your wetland seems to be difficult to classify. For example, seeps at the base of a slope may grade into a riverine floodplain, or a small stream within a depressional wetland has a zone of flooding along its sides. Sometimes we find characteristics of several different hydrogeomorphic classes within one wetland boundary. Use the following table to identify the appropriate class to use for the rating system if you have several HGM classes present within your wetland. NOTE: Use this table only if the class that is recommended in the second column represents 10% or more of the total area of the wetland being rated. If the area of the second class is less than 10%classify S the wetland using the first class. P .... z r,„„ e; Slope+Riverine Riverine Slope+Depressional V Depressional Slope+Lake-fringe Lake-fringe Depressional+Riverine along stream within boundary Depressional Depressional+Lake-fringe Depressional Salt Water Tidal Fringe and any other class of freshwater Treat as ESTUARINE under wetland wetlands with special characteristics If you are unable still to detei mine which of the above criteria apply to your wetland, or you have more than 2 HGM classes within a wetland boundary,classify the wetland as Depressional for the rating. Wetland Rating Form—western Washington 4 August 2004 rilhuiwoyaliadirauzwataiarrximmitr Nismovvv. , ,•7-vgritstifkm. 4 - .,..: r -, . Flats3i't 4 41:ek*''''kln'1 .04,4,6`446. ' '* Points vat tit QUALITY FUNCTIONS ..:4-Atifadaifii&iallgiOfiiiifft,61igi6-:-iffiiiiiiiVeiati*=2,f'44V m7$4,-,,t,I.Na.41,:,,, ,,A,G: N,vvA,Tw-cz,iIMIVW;lj?,ftziStZZ4e.AV-''IWOtggk'e;M'M;KA'f;'?,' YAtr9ttgkql.WilritiW A*:;j AR VSM tl, giZa D D 1.Does the wetland have the potential to improve water quality? (seep. 38) 1 1_;;Tittis: 0§1f-k? D 1.1 Characteristics of surface water flows out of the wetland: D Wetland is a depressibrn with no surface water outlet points=3 Wetland has an intermittently flowing, or highly constricted, outlet points=2— p....—) Wetland has an unconsItricted surface outlet points= 1 Wetland is flat and has no obvious outlet and/or outlet is a ditch points= 1 D 1.2 The soil 2 inches below the surface is clay, organic, or smells anoxic . hydrogen sulfide or rotten eggs).D YES i i points=4 IINOIpoints=0 D 1.3 Characteristics of persistent vegetation(emergent, shrub, and/or forest class): 1 Wetland has persistent, ungrazed, vegetation>=95% of area points=5 D Wetland has persistent, ungrazed, vegetation>=. 1/2 of area points=3 3 Wetland has persistent; ungrazed vegetation>= 1/10 of area points= 1 Wetland has persisteni, ungrazed vegetation<1/10 of area points=0 D1.4 Characteristics of'seasonal ponding or inundation. This is the area of the wetland that is pondedfor at least 2 months, but dries outDsometimeduringtheyear. Do not count the area that is permanently ponded. Estimate area as the aIverage condition 5 out of 10 yrs. Area seasonally pondeId is> 'A total area of wetland points=4 liiAreaseasonallypondedis>V4 total area of wetland points=2 Area seasonally ponded is<Vs total area of wetland points=0 NOTE: See text for indicators of seasonal and permanent inundation.. D Total for D 1 Add the points in the boxes above 1 3 D D 2. Does the wetland h4ve the opportunity to improve water quality? (seep. 44) Answer YES if you Inow or believe there are pollutants in groundwater or surface water coming into the wetland that would otherwise reduce water quality in streams, lakes or groundwater downgradient from the wetland?Note which of the following conditions provide the sources ofpollutants. Grazing in the wetland or within 150 ft X Untreated stotimwater discharges to wetland I Tilled fields or orchards within 150 ft of wetland X A stream or culvert discharges into wetland that drains developed areas, residential areas, farmed fields, roads, or clear-cut logging LC Residential,urban areas, golf courses are within 150 ft of wetland multiplier Wetland is fed by groundwater high in phosphorus or nitrogen Other YES multiplier is,2 NO multiplier is 1 D TOTAL-Water Quality Functions Multiply the score from D1 by D2 2 6Addscoretotableonp. 1 i Wetland Rating Form—western Washington 5 August 2004 iiiRn Si G%Y« 1. •i4[2 Fr' r,, 4 4 % C5+;4 opie' 'essto'n"a _.an 1"aA41't4 etJ,=ands tqt -. " , 3,.rr. 4. ti' r 0, * . t.. txo; . t . r,{.2 e n,t'.;%`'., d ^^. af c c F°0.",: a<..,;s .n°o edk*'r'gvsa''"*""a_' 1'/' A. ,,tf 4'R'•ti-''?r:i'T`'Z::'t.»k.;'=::::ti;....r:t.'. ;r:-.#;i:}:vir't':'.:.4't79`":f,`;v.,ti<,HYI_)R0 11OE C TN.C'I ONS" ':::In rcafo's;=tb`aE weElari d=fuic ions to rectuc.y:' ceP•`r A..fr" ','t.,^az,: .+:t_hr-u' r;rr..'-ik.:3. ".A:z.>a. .".<t-'`.i,'';.t:K::Z;.,. .:=`: .a.KT.,.v. "',r cV•,.tif}, v:%ik `:nl,iY''3, k`^.-f .`:4r,;f"r x:.',, '.`lF r., xh, n7Y•.,7.Y='epa",i r} q.,i,r'r•r rr^.v., s.t..§.r. xA"„ ., "... z:.:.P rv:.-Y-. a`;:' L.. ...",;s,,.r.§'.i).eq.,.,':si.:.,. •i,N:,•",r'`"i:;=.:rh_r ..s'o s. sty:t. .r:ti`.a=k'::x. s_,.:. c, 0 p-f.'> .E"''i tss:::t':f^c;:".':. ..R''" ' j.Y...t1::Y';:7">T,,Y'. K.NV`w'n y'w;flit "''rr ".:a d.stre"am 4 adattori.,t.,.R ? g . .,Y,+u: , :,kYr.',FU,.,k"°=i: n ri S:b,,.•• 4g..... ..., ., .,„ ..F3`., ,. ,.. ,w .+t...;"'r:.e,..d,..<:ab,,..,a.,.h.`:.v.:i.:;a.,.q,.at/w..,:>a;.,:>4,,. .. ,.,.,.zs K',>y.. . .tv,.,. D 3. Does the wetland have the potential to reduce flooding and erosion? Y - `f'd•,f ST ,r` 4:41 seep. 46)W.L}: ?g.<'i , D D 3.1 Characteristics of'surface water flows out of the wetland Wetland has no surface water outlet points=4 Wetland has an intermittently flowing, or highly constricted, outlet points=2 Wetland is flat and has no obvious outlet and/or outlet is a small ditch.points = 1 Wetland has an unconstricted surface outlet points =0 D D 3.2 Depth of storage during wet periods Estimate the height ofponding above the bottom of the outlet Marks of ponding are 3 ft or more above the surface points =7 The wetland is a"headwater" wetland" points= 5 Marks of ponding between 2 ft to<3 ft from surface points=5 Marks are at least 0.5 ft to<2 it from surface points=3 Wetland is flat but has small depressions on the surface that trap water points= 1 Marks of ponding less tlian 0.5 ft points=0 D D 3.3 Contribution of wetland to storage in.the watershed Estimate the ratio of the area of upstream basin contributing surface water to the wetland to the area of the wetland itself s The area of the basin is less than 10 times the area of wetland points=5 The area of the basin is 10 to 100 times the area of the wetland points=3 The area of the basin is more than 100 times the area of the wetland points=0 Wetland is in the FLATS class(basin=the wetland,by definition) points=5 D Total for D 3 Add the points in the boxes above I g I D D 4. Does the wetland have the opportunity to reduce flooding and erosion? see p. 49) Answer YES if the wetland is in a location in the watershed where the flood storage, or reduction jn water velocity, it provides helps protect downstream property and aquatic'resources from flooding or excessive and/or erosive flows. Answer NO if the water coming into the wetland is controlled by a structure such as flood gate, tide gate, flap valve,reservoir etc. OR you estimate that more than 90%of the water in the wetland is from groundwater. Note which of the following indicators of opportunity apply. Wetland is in a headwater of a river or stream that has flooding problems Wetland drains to a river or stream that has flooding problems multiplier Wetland has no outlet and impounds surface runoff water that might otherwise flow into a river or stream that has flooding problems o Other YES multiplier is 2 NO multiplier is 1 D TOTAL -Hydrologic Functions Multiply the score from D"3 by D 4 Add score to,table on p. 1 6 Wetland Rating Form—western Washington 6 August 2004 t;Y ''.. jzr irp^ '^. <3 .•,.. »•„^ :.-r„ 'd';;'•-hr-r:,v:rr 5^'s µ. 5".";-I 3h'aY"r. .fSL C[. i"' h{. "Y C. y,+r''I"^- 1:. M'i,' S`k li':t,-..K`.• .ns. T+ r i^ 'j ..„t. :efec .sx"-"s,;: .:{'µ SA ,i` '.+'V .'J.3;,,i.9 L. 3' '-.'i >+-, Yt si 1I1 ( A E'S ar' '1xy-Yan - F, . A t, 1t rr ,<;,, z rv:k r. wF i t is 4,.:4,;. 031-i'„ iYr i -''X '' ',r t"'+'^ e 4--' Trw d Xrµ'3> r4`"4 w'S 'Yt %r .*a r'w t""."r Y411,1 v'i'o 5, b .Y- ^cit, b3. Tt• +. t: ,^. . J fC+. 3f.'., SS^" `,'..r',:+:?.:trd•r ki:z > mac:`s.,. t~ au.:.+i"a N° j, +}. - i. 4,--,s'^ a. :g••tr.> ,F.;s „ a,ma';: ;»ra. :-•`:z. `:''•r lr v A...T d'ieatorsrthafi:wt fa o{•• Lt+.• -.A'.^n .ham.. , .,,.1.; :..r!-. '! ,CI':i... Ne'.3+' k>:i Sx.t'y,:;S»oC•"'T:,•C'?'F'''1 t:'h::?t:r.+rt.s zY.?'`R..+hr3gk:.:+V.,i:f':' ,..r-Lzs•: ..-': ',it:'',,AyT:. tt.^ ,:r„5.#a:^nr;vw`. .k _ x: 3 v.. ::.. t.'• f+ :;. :,^Z.. s.;-;^N.:. Fr- ..d l..=:2'a=, r!•i:4. f•, :y..,r.f4 .'F eri:?r% .a,.i,.5i3;e r' r,".,,... 7 4;r'•;" 9'' r. :A^,,f 2'r::'tm, 'W fx.•,i*4.?x r: .t,r, -,.e.. a ;-..., -,;t-.faiW"a ISM Y r.liYrY ..:4-"'•i"i+'"=_,:•("..: ¢ J Y F. „icZi 9 .C;.t n• 4', .Sr,u.:.!Y:.. i. , a.t.0..;. .••:,:i:"'.:yra•:" ` r:,e. -i,.t.,,,: -=.,,+j.A.r,:r. .,.i%Y .v :s''t. .<n..u:,iv.;:,, .k:"ram5:.`-',•.t. n1A% .f"1+.s,',r'>:i i...;m.a N..'#,sr, r.G ..L, 1 ;v:f:..:, `?S...r-.,,y,: rt...s._ x:;., ,;s:.:'. ,:.m,.a•7:1t-:4::.,- ,a..n'w::-: .;^f;,-, '...s':r.a;.:. R R 1.Does the wetland have the potential to improve water quality? (seep. 50) R R 1.1 Area of surface depressions within the riverine wetland that can trap sediments during a flooding event: Depressions cover>3/4 area of wetland points=8 Depressions cover> 1/2 area of wetland points=4 Depressions present but cover< 1/2 area of wetland points=2 No depressions present points=0 R R 1.2 Characteristics of the vegetation in the wetland: Forest or shrub >2/3 the area of the wetland points=8 Forest or shrub >11/3 area of the wetland points=6 Ungrazed, emergent plants>2/3 area of wetland points=6 Ungrazed emergent plants> 1/3 area of wetland • points=3 Forest, shrub, and ungrazed emergent< 1/3 area of wetland points=0 R Add the points in the boxes above I R R 2. Does the wetland have the opportunity to improve water quality? (seep. 53) Answer YES if you know or believe there are pollutants in groundwater or surface water coming into the wetland that would otherwise reduce water quality in streams, lakes or groundwater downgradient from the wetland?Note which of the following conditions provide the sources ofpollutants. Grazing in the wetland or within 150ft Untreated stormwater discharges to wetland Tilled fields or orchards within 150 feet of wetland A stream or culvert discharges into wetland that drains developed areas, residential areas, farmed fields, roads, or clear-cut logging Residential,urban areas, golf courses are within 150 ft of wetland The river or stream linked to the wetland has a contributing basin where human activities have raised levels of sediment, toxic compounds or nutrients in the river water above standards for water quality multiplier Other YES multiplier is 2 NO multiplier is 1 f R TOTAL-Water Quality Functions Multiply the score from R 1 by R 2 Add score to table on p. 1 Comments a Wetland Rating Form—western Washington 7 August 2004 r: fi k± n.'S'-'ice' =i. t .•:M:cs ..,,...n.,,-.v... i,,. t5s'r',..<.(:#-...=;'"ir..'a s 3:4;;t .T= '«:..." fir""' `".^`,.'sE'.`c 7y 4 ,`?e r,;.rY• .sue' r. 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An r.r..>„,rzr.. ;... :». ,i. ,e, ,.a•r.> s a..,i`.Y=: J.µ ±'Lu:!; <rw rain i $:e.:". p•>- r,,d. +j•, 6i.•.} .t: "z :f"n::' »' •.JS 'N?., ..rc.:.2.:.,a,7 ,h x .e'rs,"1or t ,ty'e >,31re J;r';, r,.,'Ix'.ti.>7 q'n: vr .3','flaodin` an's i e'am,.e°"asio' v:=. ._. 4 r,+:y'tZ 2, -,. . a;Nk"nr .r.?,:ji:n31...,:,;:,.....,.... .:..•.....rlg.....,...z...,. .. . r .. :13: r<,+,.. +r`te,..:>':. ta.;,., .<;:•:'x. . ......._. :;t.. . .,a,., „ ...`,$,•>;;..':"i"`''c's`'r',s;:r.......:.... .. +_!'..,'. '.`,U;}., r+r r' ..?a[`+. r ... a,: :n ..rt,:+: .. . ry : h .[4';ro.a yi?'k'% R 3.Does the wetland have the potential to reduce flooding and erosion?t r- t >: `_ see p. S4) I 4,?..; `1VI tg I,MX'a:. z R R 3.1 Characteristics of the overbank storage the wetland provides: Estimate the average width of the wetland perpendicular to the direction of the flow and the width of the stream or river channel(distance between banks). Calculate the ratio: (width of wetland)/(width ofstream). i If the ratio.is more tllan 20 points =9 If the ratio is between 10—20 points =6 If the ratio is 5- <10 points =4 If the ratio is 1-<5 points =2 If the ratio is < 1 points = 1 R R 3.2 Characteristics of vegetation that slow down water velocities during floods: Treat large woody debris as `forest or shrub". Choose the points appropriate for the best description. Forest or shrub for>1/3 area OR Emergent plants>2/3 area -points =7 i Forest or shrub for> i1/10 area OR Emergent plants> 1/3 area points =4 Vegetation does not meet above criteria . points =0 R Add the points in the boxes above I I R R 4. Does the wetland have the opportunity to reduce flooding and erosion? see p. 57) Answer YES if the wetland is in a location in the watershed where the flood storage,or reduction in water velocity, it provides helps protect downstream property and aquatic resources from flooding or excessive and/or erosive flows. Note which of the following conditions apply. There are human structures and activities downstream(roads,buildings, bridges, farms) that can be damaged by flooding. There are natural resources downstream(e.g. salmon redds)that can be multiplier damaged by flooding Other Answer NO if the major source of water to the wetland is controlled by a reservoir or the wetland is tidal fringe along the sides of a dike) YES multiplier is'2 NO multiplier is 1 R TOTAL - Hydrologic Functions Multiply the score from R 3 by R 4 Add score to table on p. 1 Comments Wetland Rating Form—western Washington 8 August 2004 i xx'¢.s`'.` .''. r. `.<,rr.w';urr +,.S;sa°.,>J-S;'K.;,µ"9sS3.°,'.. :;,$"";fir`k"",',sry;'i';I"t..r:- 7,">''r',r ">,3# v"'p rt:.^4 3 sir--`i - -..:'xy ar„:`•'° i.;"..r?sk ,:E%;"t't3?d+au:"r y .J [s?:e `' ;t'.'>,?.;."^„y.:'s z'.a v.st ...s::3.., yr,^=°v --m.a- t t '4- s«. .r p fi ,.Y, ` n ,r''°. 3,:p •Sy,n ise;f i:, e m Ue l'ands:r _.; ° s :,Y y M N , '-x;, v-.-` tGgi.. ;`•;.? _• 3;r1%.'.'u:M;, y aE . .•:.{-E'=•. 1,• Pr , .p..a`F.r'.,,'-rt7, t# 3:.:' s^C".: "' k'' r.=.a-u^z;' 5..€'' d•'.)',,: '. Fr:m-..•.K "k..Y;.h a. '','. 7T" :msca.',! e,k.e,, > 3 "4r' qg "S-j rs;- T.+', -..R.,, - 'x, '.`'',}' r.+, K.'''wt`t."',7C'ls.E S{';. r l.':w'• a3 ... fu i:g'o4e..'A4` 2•},:.. - M1" 1:.?:'•i • b;;rJi l'C X 5 -<< ..Tn i a lia 'tlari rfiin tn .:,.. ,-' .N ;,; c,c ors.t <vv otons:to•im`ove=' i.,. "=i i7s, ::r'fi zx.; x.,,. e'k_ tr.= 5;.mac.- w%''x..r.r,.:. rf7t• ir:ri4%` h. a a 2":•:; 7':- F< ?,r. :>!{.,,. e a t,v..,:'n.,'•..4..;7.i,U,;n:'...:,t, ::..e,"3.«e:S:?5v:•:`',Kd'no:Y.'iissk:.:._y.;,a:$,•',:,r!':. :;fie ::{.'if.•'-•ii ti'7 i?1.?%.. L L 1. Does the wetland p.'. have thepotential to i mprove water quality. (see p. S9) L L 1.1 Average width ofvegetation along the lakeshore : Vegetation is more than 33ft(10m) wide points=6 Vegetation is more than 16 (5m)wide and<33ft points =3 Vegetation is more than 6ft(2m) wide and<16 ft points = 1 Vegetation is less than 6 ft wide points=0 L L 1.2 Characteristics of the vegetation in the wetland: choose the appropriate description that results in the highest points, land do not include any open water in - your estimate of coverage.In this case the herbaceous plants can be either the dominant form (called emergent class) or as an understory in a shrub or forest community. Herbaceous plants cover>90%of the vegetated area points=6 Herbaceous plants cover>2/3 of the vegetated area points=4 Herbaceous plants cover>1/3 of the vegetated area points=3 Other vegetation that is not aquatic bed in>2/3 vegetated area points=3 Other vegetation that is not aquatic bed in> 1/3 vegetated area points= 1 • Aquatic bed cover> 2/3 of the vegetated area points=0 I, Add-the points in the boxes above I L L 2. Does the wetland have the opportunity to improve water quality? (seep. 61) Answer YES if you know or believe there are pollutants in the lake water, or surface water flowing through the wetland to the lake is polluted.Note which of the following conditions provide the sources ofpollutants. Wetland is along the shores of a lake or reservoir that does not meet water quality standards Grazing in the wetland or within 150ft Polluted water'discharges to wetland along upland edge Tilled fields or orchards within 150 feet of wetland Residential or urban areas are within 150 ft of wetland multiplier Parks with grassy areas that are maintained,ballfields, golf courses (all within 150 ft. of lake shore) Power boats with gasoline or diesel engines use the lake Other YES multiplier is 2 NO multiplier is 1 I, TOTAL-Water Quality Functions Multiply the score from LI by L2 Add score to table on p. 1 Comments Wetland Rating Form—western Washington 9 August 2004 c',u'tYt- :'3r, ,:{'+>•..ic,`,,:.-„r,r.>x.,:£.:z,.sz., -"'i;#:'..:-e?;`w:;.-+:`..'rB S .'.r-,,:.-itss»yy.r:r* PrIL:syk,j,L- a et "P1•r'» X','r r„'E' ,t= sy,`.' ry- C' -:, -SU•' r{:'t l"` of ' ors", ,,. n ,+ jai1G V..'#`« a\Ais CiA i+° t'•; Kyy.s'G 4': Lkr . „ fir i] eS' u °. ,• t?z- _7 *i.- -..%"•''3, ,r,'-.:h,Y-,,_p:_..,k r?a,+` ;:4.." = i'-'•':;^.Y,"':: g}; ` e x. .'4,->, J ..,, t„ A,:'..:a.'-;-'•',,.^xtg7 h.,m`- i a} t_n:LOG;,C :G. IO-.:,5 j - afr=:f;"'t r,1.. - n xc o s.h wetl ad..:izictr isto:="eluce.r, ..; .s<..a.. c 4a!• u.,:.x. _ y. ,t.+'-• e.t:,a z:a.. eka•::as,.•i '£. .,,,.:;,,.s.:,. ftea:-ri'• Y• i' '• ^i y c'::„st.. te'^:t 1 4; `:_f"? ;:;3a,.' ?`..../: a.,S••,,i;k",F" x'.,+,. t;..?'":r.'YLF' m-. iF'.Ui;, i:ixF t wS':f'Y. t, .'L 9u SpjYfA;"' "i'te.. 9 .J, "f1"'('k% i Q..t.. l" D<,.,.y";d:=''ti .;T . r.. t$,.i.Iw,t,. "y..,. 5 Gy.:......_. «.,.:....:......,......,...-,_._,--:.,_'a_:a_. .:.,,.., .,,.:,,;,;; ,,,;,,,,,, ;,,`=Y f!`'.n„, ..>.;'_,. ._.._._...,>,,,a.;'.';.;,-t.:`!:<S`_" .x.'te•tm6">. .,T.,;, _ .9l%:,....W L L 3.Does the wetland have the potential to reduce shoreline erosion? (see p. 62) m1. Ys -`l°-;;A L L 3 Average width and Characteristics of vegetation along the lakeshore(do not • include aquatic bed): (choose the highest scoring description that matches conditions in the wetland) 3/ 4 of fringe vegetation is shrubs or trees at least 33 ft(1 Om)wide points=6 3/ 4 of fringe vegetation is shrubs or trees at least 6 ft. (2 m) wide points=4 A of fringe vegetation is shrubs or trees at least 33-ft(10m)wide points=4 Fringe vegetation is apt least 6 ft(2m)wide points=2 Fringe vegetation is.less than 6.ft(2m) wide points=0 L Record the points from the box above L L 4.Does the wetland have the opportunity to reduce erosion? (see p. 63) Are there features along the shore that will be impacted if the shoreline erodes? Note which of the following conditions apply. There are human structures and activities along the upland edge of the 1 I wetland(buildings,fields) that can be damaged by erosion. There are undisturbed natural resources along the upland edge of the wetland(e.g. mature forests other wetlands) than can be damaged by shoreline erosion multiplier Other YES multiplier is 2 NO multiplier is 1 I, TOTAL Hydrologic Functions Multiply the score from L 3 by L 4 Add score to table on p. 1 Comments • Wetland Rating Form-western Washington 10 August 2004 i I Y-+f`'.` , n:^>r"ix`• ;x. 'sr.^tr"':;F"a TM:- a..,.w-., r...4M -r- 's,, •ti: 3'f"-"- b,r.-: ,i:" c"ty%::3.%e":;". '.t..'•' ..:.fyu'.: rs'' -.f•? 3+''"'`" ;:s,nv, r.aC'=#;:'.„yx°.-,ate' `r;vr^,. cr++j .M,,'<.- ;,tirKv 4:.: `'Kx iT „'i,'.:' uJr' - &^, r !'. Z" ''"'.`.za.-',.'-.d:,`- `a"t" '`., ,`'.., Y,•., 5'e$s., r '``Xc'a3s .Et.,•.A';_= r, s-, ,. t, u--- r ',; zsi*.uR;, ,,a c., b. T. .v„ -K .a at ,i.,•,`'g-.xx :w 1 93-x` F •:.:. 1„:, s7• ;ah [3:f; .,.",.d- a• —k, y, any,R .UATZY jY C3NCT)'O1 S` ., "'ff"Odicato sth"at vve la d'afttnctia ns'lofi:''r•,,:.,`.a'`R" ra t. . ..ldF's._'?`,, ,.x"' :'.t».t^ •.y-,-x, ax.: xw y'r•:t;..i}`.' ;,n:,C' hit3 y: 3 S" i, r G:,> ,•,3':.?J t. .iv k .,3:' 's:)'v'J.t...>. 3-; Rr i ,r.. >t':t, . r.. S,..,,r <;>•,fir}l`,. :l.` E^v. 5 w,$or:..«i.;:' ,,r.C° a J,r, r:' x+.+:. is x.., x.-.,s. ".°e. 5.. tkM..,d>.^S'::,°. •s..,-. i`' .Y r! r. "i'.a s:."•:.'.'i t ti%«'„v_.i, ids^_«.._„i"...r k'2t,gi-0krove=w't. ua w x., _ • wp, .. s' 4t` :;,b» .n,' t,>:..,v.'t...;-,;•. a:x:•u'r{'» :,5.,. ' s,,.,s`.r:;':.:j.,ty;:y,:fir,y:% G. s:'' r-°.aE.t:`R.;.,s c;i'e>.,s,..., s.r•_»n:k.-t'...+rsha.;.,,..isxvTi,n..•>+x.tm ..a.. ..:7<^t.,..,..,..a<-..'<ti..,.,,.. .».....,. -„_...x4 . o , G i=•''' t ,t .,-`•''.f'v'• r.?.eL'..,`s*...,:,'.i..•,n,....c..m.r,,,h-x...... r..,.,<,. S 1. Does the wetland have the potential to improve water quality? (see p. 64) gf= ', •y S S 1.1 Characteristics of average slope of wetland: Slope is 1% or less (a 1%slope has a 1 foot vertical drop in elevation for every 100 ft horizontal distance) points= 3 Slope is 1%- 2% points=2 Slope is 2%- 5% . points= 1 Slope is greater than 5%' points=0 S S 1:2 The soil 2 inches below the surface is clay,organic, or smells anoxic • hydrogen sulfide or rotten eggs). YES =3 points NO=0 points ij S S 1.3 Characteristics of 'the vegetation in the wetland that trap sediments and pollutants: Choose the points appropriate for the description that best fits the vegetation in the wetland. Dense vegetation means you have trouble seeing the soil surface. Dense,ungrazed,•herbaceous vegetation>90% of the wetland area points=6 • Dense,ungrazed, herbaceous vegetation> 1/2 of area points =3 Dense,woody,vegetation> %Z of area points=2 Dense, ungrazed,herbaceous vegetation> 1/4 of area points= 1 Does not meet any oflthe criteria above for vegetation points =0 S Total for S 1 Add the points in the boxes above I S S 2. Does the wetland haia the opportunity to improve water quality? (see p. 67) Answer YES if you know or believe there are pollutants in groundwater or surface water coming into the wetland that would otherwise reduce water quality in streams, lakes or groundwater downgradient from the wetland?Note which of the following conditions provide the sources ofpollutants. Grazing in the'wetland or within 150ft Untreated storinwater discharges to wetland Tilled fields, logging,or orchards within 150 feet of wetland Residential,urban areas, or golf courses are within 150 ft upslope of wetland multiplier Other YES multiplier is 2 NO multiplier is 1 S TOTAL-Water Quality Functions Multiply the score from S 1 by S2 Add score to table on p. 1 Comments Wetland Rating Form—western Washington 11 August 2004 i<> ry',.,,,,..r,_:` u- T_^,' P Ma_._":.+.ne--.F..,:.. Z?,',.;,,>:.•..(..re 4`. Y'.y,'tsK.X t '_ ".*"`" r""'« -'./.t. f,.iY.y=:'° r':-k'"Y^+:': s. in.<,. t,_.^ y.,! . f,E5<-c.".' Ys'±y-'...t-=.$ k` r'?:S= s r`-.',,.'.';i•'.', .'. Mfn%if %mj nMIi:=: s 4ir 0.4 1441 -0.,r c4..,,... ::- -e=,.,' :-^'?..s•:].x,..:...r '>-1-- *ar: -:'?_ J'r.s.•s., :,:t''r,.., a--*^ a„- e°: e xr' t -. I., tlo i ,and>. tP€ s rry a)m 1 o o.n. : ^: A 3 .'.lN . F. a _'. Jl:Ky... rW 4n:iY T. K... tef,, r., Y. .•ii....-..:-.'»i3d jYi'..' rc.. i,b-' J;,. ti. 9n•4 S3.Does the wetland have the potential to reduce flooding and stream erosion? --:F`` '• ,rc•=,, i see p. 68) 1; S S 3.1 Characteristics of vegetation that reduce the velocity of surface flows during storms. Choose the points appropriate for the description that best fit conditions in the wetland Dense,uncut, rigid vegetation covers >90%of the area of the wetland. stems of plants should be thick enough(usually> 1/8in), or dense enough, to remain erect during surface flows)- points=6 . . Dense,uncut•, rigid vegetation> 1/2 area of wetland points =3 Dense, uncut, rigid vegetation> 1/4 area points = 1 More than 1/4 of area is grazed, mowed, tilled or vegetation is not rigid po ints =0 S S 3.2 Characteristics of slope wetland that holds back small amounts of flood flows: The slope wetland has small surface depressions that can retain water over at least 10%of its area. YES points=2 NO points =0 S Add the points in the boxes above I S S 4. Does the wetland have the opportunity to reduce flooding and erosion? see p. 70) Is the wetland in a landscape position where the reduction in water velocity it provides helps protect downstream property and aquatic resources from flooding or excessive and/or erosive flows? Note which of the following conditions apply. Wetland has surface runoff that drains to a river or stream that has flooding problems Other multiplier Answer NO if the major source of water is controlled"by a reservoir(e.g. wetland is a seep that is on theldownstream side of a dam) YES multiplier.is 2 NO multiplier is 1 S TOTAL Hydrologic Functions Multiply the score from S 3 by S 4 Add score to table on p. 1 Comments Wetland Rating Form—western Washington 12 August 2004 y....ryf ; : 4*,"^ ti:. k :? r' 'r- "t"i. '$1'.i," r x ...; -"n'"t.*..t;i "'P`'Sz'' Wit_,. r ' r+"' § z`i ..gar ' 4 1' ;y `' otionau!1' oY etl a I AG• "+Masses _ s it ..'>' " qw * K 'l n v,.ki,Ryy 1- of ts` iJ it p.,,aa''Y a T ,{p..Nx , . `.,yt . t,figa .35h 'r3:2{j, 1 S a9axvl]1ii i ? :l '"`" :'-'U. Z £ '£33cLYEtrY - - - C `-R=63 Y ''i1C 2th,;.a: ;,G7'» ^,4;'.:..t«,`. v-s+wi iY. ''nn>, :1,•:., 4: ':X°,2.. ,rv,- x'l,t.i 'i5.., a•C 4, Ct`•i':+.} t:..=5. e ;l,'"r`.,,; r•-r: 1?4 c..,,. .} "-.J,; ,:•f. 4,":".::. rb•' .J#r., ':.'":t." .,'.a.a..;,x. q' r: :,)s%' .,7.nY..,,,t2f.K`,:+` .,3iH,^.=s;. .r, :-;`:? .-. ..+;.Y iu:: gar,"t. a>,. ,.r:nr;:,}z3a;_ ev 5,. <x tS;r*`i r.tb•.a;Tom.. v i:" l'. .x" t ,.fo, .N ,e•: vn,'h.3.,.. Hd?:. us»'A.. r;m-u,3kAr::'a.sk:t r}.. ti,.?..,a'.:7>' .;,rG,;:'+:.;'c i.:•.'y d+`:,';'*., ,ir. i :,•': 1T'. •.1T : C'QNS'-='1'ndeators°tha... A .A vvetl ari.,funottons:.to:. ro iide=im:.o.-'{gnt,lrab tat <'' :,...<,..•,k L. f"; ,.w,:^r;w5!' t:.,Et:4..z..,,>,. .,,^i. :•.. p r -+. .:... .J,.w''w;a,.'i,t L.''2»5 •rc o'} :,! 'rw3F:7r' "'f.w ..tr,.Y.., .s'+1a,'"`>.T ,•.`- ,..4. ,r.F...s,S.^k' a+ ,i=::" %,+ .:n'- .;^ +fi%'•.,ua:,, r. ,r v. a.,n,ire.ip..:"4 e". .1.. Y=,. w f.. $W' sAay .,i. R.=t f+.; .x,r'i s;",S.X?:bi:,.,rb}•. e;,!i.:as .'S2..wB•s;' ,rNu:,a r;p,±.•:f°.:::C: i r vpf. -''- ;'t,,,..,a t,;t;,:a.,M :;z a:..q,.._. .q<.., fit! Ty; oa, y r.,t'r.'+'1,':LJS3'(.h 1•'"i:n,:«, n.\,•^.:' .:1".hYi;: Ld;:.0 itia.y,'k v.; ,.' ;:'::;,c:•'X"•'. s,':;,,;.Y,:`?,vl +! .3:, z>t; G...;k ,.i;`R'a'v :5,.,„,: ,:i er.„N rxw.r,. .,5:wtr.t=. -.,.,}.,: ..%/iY.nF.., .7,„a S::S.S='. ,,..,. .. .:,ri...,..?Jwr(€..'.>«:s'r:.a....^r.,.sY.a°4`... r-<L•>':`u...,..,.<,:•<,,...art..-r,.....*,.,rY.,,.,..t;:. .,,,....,...,':S i:S::.•.r:r,,.a .r^..a „pb;,,w. H 1.Does the wetland have the potential to provide habitat for many species? H 1.1 Vegetation structure(see P. 72) Check the types of vegetation classes present(as defined by Cowardin) if the class covers more than 10%of thl e area of the wetland or acre. Aquatic bed • Emergent plants Scrub/shrub (areas where shrubs have>30% cover)• Forested(areas where trees have>30% cover) Forested areas have 3 out of 5 strata.(canopy, sub-canopy, shrubs, herbaceous, . moss/ground-cover) Add the number of vegetation hypes that qual f. Ifyou have: 1 4 types or more points=4 3 types points=2 2 types points= 1 1 .type points=0 H 1.2. Hydroperiods (see p. 73) Check the types of water regimes(hydroperiods)present within the wetland. The water regime has to cover more than 10%of the wetland or acre to count. (see text for descriptions of hydroperiods) Permanently flooded or inundated 4 or more types present points = 3 Seasonally flooded or inundated 3 types present poi =2 Occasionally flooded or inundated 2 types present point= 1 Saturated only Permanently flowing stream or river in, or adjacent to, the wetland Seasonally flowing stream in,or adjacent to, the wetland Lake fringe wetland = 2 points Freshwater tidal wetland=2 points H 1.3. Richness of Plant Species(seep. 75) Count the number of plant species in the wetland that cover at least 10 ft2. (different patches of the same species can be combined to meet the size threshold) You do not have to name the species. Do not include Eurasian Milfoil, reed canarygrass,purple loosestrife, Canadian Thistle If you counted: 19 species---.points =2 List species below ifyou want to: 5 - 19 species points= 1 5 species points=0 Wetland Rating Form—western Wasl ington 13 August 2004 H 1.4. Interspersion of habitats 1(seep. 76) Decided from-the diagrams-below whether interspersion between types of vegetation(described in 01.1), or vegetation types and unvegetated areas (can include open water or mudflats) is high, medium,low, or none. flr •0,0,--„,- ,z) poi_ I None=0 points Low= 1 point Moderate=2 points n I riparian braided channels] High =3 points NOTE: If you have four or more vegetation types or three vegetation types and open water the rating is always "high". H 1.5. Special Habitat Features: (seep. 77) Check the habitat features that are present in the wetland. The number of checks is the number ofpoints you put into the next column. Large, downed, woody debris within the wetland(>4in. diameter and 6 ft long). Standing snags(diameter at the bottom>4 inches) in the wetland Undercut banks are present for at least 6.6 ft(2m)and/or overhanging vegetation extends at least 3.3 ft(1m)over a stream for at least 33 ft(10m) Stable steep banks of fine material that might be used by beaver or muskrat for denning (>30degree slope) OR signs of recent beaver activity are present At least Y4 acre of thin-stemmed persistent vegetation or woody branches are present in areas that are permanently or seasonally inundated.(structures for egg-laying by amphibians) Invasive plants cover less than 25% of the wetland area in each stratum of plants H 1.TOTAL Score- potential for providing habitat Add the scores in the column above Comments Wetland Rating Form—western Washington 14 August 2004 H 2: Does the.wetland have the opportunity to provide habitat for many species? H 2.1 Buffers (see p. 80) Choose the description that best represents condition of buffer of wetland. The highest scoring criterion that applies to the wetland is to be used in the rating. See text for definition of"undisturbed" 100 m(330ft) of relatively undisturbed vegetated areas, rocky areas, or open water 95%of circumference. No developed areas within undisturbed part of buffer. relatively undisturbed also means no-grazing) Points=5 100 m(330 ft)of relatively undisturbed vegetated areas, rocky areas, or open water 50% circumference. Points=4 50 m(170ft)of relatively undisturbed vegetated areas, rocky areas, or open water 95%circumference. Points=4 100 m(330ft) of relatively undisturbed vegetated areas, rocky areas,or open water 25%circumference, .Points=3 50 m(170ft)of relatively undisturbed vegetated areas,rocky areas, or open water for>50%circumference. Points=3 If buffer does not meet any of the three criteria above No paved areas(except paved trails)or buildings within 25 m(80ft)of wetland> 95% circumference. Lig t to moderate grazing, or lawns are OK. oints= No paved areas-or buildi gs within 50m of wetland for>50%circum er e. Light to moderate grazing, or lawns are OK. Points=2 Heavy grazing in buffer. Points= 1 Vegetated buffers are<2m wide(6.6ft) for more than 95%of the circumference e.g. tilled fields, paving J basalt bedrock extend to edge of wetland Points=0. Buffer does not meet any of the criteria above. Points=1 H 2.2 Corridors and Connections (seep. 81) H 2.2.1 Is the wetland part of a relatively undisturbed and unbroken vegetated corridor (either riparian orII upland)that is at least 150 ft wide,has at least 30%cover of shrubs, forest or native 1.ndisturbed prairie,that connects to estuaries, other wetlands or undisturbed uplands that are at least 250 acres in size? (dams in riparian corridors, heavily used gravel roads,paved roads, are considered breaks in the corridor). YES =4 points (go to H 2.3) NO=go to H 2.2.2 H 2.2.2 Is the wetland partlof a relatively undisturbed and unbroken vegetated corridor(either riparian or;upland)that is at least 50ft wide,has at least 30%cover of shrubs or forest, and connects to estuaries, other wetlands or undisturbed uplands that are at least 25 acres injsize? OR a Lake-fringe wetland, if it does not have an undisturbed corridor as in the question above? YES =2 points (go to H 2.3) NO =H 2.2.3 H 2.2.3 Is the wetland: I within 5 mi(8km)of a brackish or salt water estua OR within 3 mi of a large field or pasture(>40 acres)OR within 1 mi of a lake greater than 20 acres? YES = 1 point NO=0 points Wetland Rating Form—western Washington 15 August 2004 H 2.3 Near or adjacent to other priority habitats listed by WDFW (see p. 82) Which of the following priority habitats are within 330ft(TOOm) of the wetland? see text for a more detailed description of these priority habitats) Riparian: The area adjacent to aquatic systems with flowing water that contains elements of both aquatic and terrestrial ecosystems which mutually influence each other. Aspen Stands: Pure or mixi d stands of aspen greater than 0.8 ha(2 acres). Cliffs: Greater than 7.6 m(25 ft) high and occurring below 5000 ft. Old-growth forests: (Old-growth west of Cascade crest) Stands of at least 2 tree species, forming a multi-layered canopy with occasional small openings; with at least 20 trees/ha(8 trees/acre)>81 cm(32 in) dbh or>200 years of age. Mature forests: Stands with average diameters exceeding 53 cm(21 in) dbh; crown cover may be less that 10 %; crown cover may be less that 100%; decay, decadence,numbers of snags, and quantity of large downed material is generally less than that found in old-growth; 80-200 years old west of the Cascade crest. Prairies: Relatively undisturbed areas(as indicated by dominance of native plants) where grasses and/or forbs form the natural climax plant community. Talus: Homogenous areas of rock rubble ranging in average size 0.15 - 2.0 m(0.5 - 6.5 ft), composed of basal , andesite, and/or sedimentary rock, including riprap . • slides and mine tailings.May be associated with cliffs. Caves: A naturally occurring cavity,recess, void, or system of interconnected passages Oregon white Oak: Woodlands Stands of pure oak or oak/conifer associations where canopy coverage of the oak component of the stand is 25%. Urban Natural Open Space: A priority species resides within or is adjacent to the open space and uses it for itbreeding and/or regular feeding; and/or the open space functions as a corridor connecting other priority habitats, especially those that would otherwise be isolated; and/or the open space is an isolated remnant of natural habitat larger than 4 ha(10 acres)and is surrounded by urban development. Estuary/Estuary-like: De Ipwater tidal habitats and adjacent tidal wetlands,usually semi-enclosed by land but with open,partly obstructed or sporadic access to the open ocean, and in which ocean water is at least occasionally diluted by freshwater runoff from the land.The salinity may be periodically increased above that of the open ocean by evaporation. Along some low-energy coastlines there is appreciable dilution of sea water. Estuarine habitat extends upstream and landward to where ocean-derived salts measure less than 0.5%during the period of average annual low flow. Includes both estuaries and lagoons. Marine/Estuarine Shorelines: Shorelines include the intertidal and subtidal zones of beaches,and may also include the backshore and adjacent components of the terrestrial landscape(e.g.,;cliffs, snags, mature trees,dunes, meadows) that are important to shoreline associated fish and wildlife and that contribute to shoreline function(e.g., sand/rock/log recruitment,nutrient contribution,erosion control). If wetland has 3 or more priority habitats=4 points If wetland has 2 priority habitats=.3 points If wetland has 1 priority habitat= 1 point No habitats=0 points Wetland Rating Form—western Washington 16 August 2004 H 2.4 Wetland Landscape (choose the one description of the landscape around the wetland that best fits) (see p 84) There are at least 3 other wetlands within %2 mile,and the connections between them are relatively undisturbed(light grazing between wetlands OK,as is lake shore with some boating,but connections should NOT be bisected by paved roads, fill, fields, or other development. points=5 The wetland is Lake-fringe on a lake with little disturbance and there are 3 other.lake- fringe wetlands within '/2 mile points=5 There are at least 3 other wetlands within %2 mile, BUT the connections between them are disturbed oints= The wetland is Lake-fringe on a lake with disturbance and there are 3 other lake- fringe wetland within '/2 mile points=3 There is at least.1.wetland within 'A mile. points=2 There are no wetlands withi %2 mile. points=0 H 2.TOTAL Score- opportunity for providing habitat Add the scores in the column above p Total Score for Habitat Functions —add the points for H 1, H 2 and record the result on p. 1 ILl I Wetland Rating Form—western Washington 17 August 2004 CATEGORIZATION BASED ON SPECIAL CHARACTERISTICS Please determine if the wetland meets the attributes described below and circle the appropriate answers and Category. z a"' '3^ '-h:;yy:'6}T'-"`":,- ::axN:=. _,_:l4'-k afi:b.; :'u:"*tr#ki='.s±t.r'r<, - - - - ''rr :?sn--'.;,a:.-,':.,--:4,:. _,.. u:^., .-r, ',L°'':i.*.»,ic"'°F%:' -t5'i;1 ,p".._s, -':.'s_Y'_ 3 4::.:•-. -t -:`L- , ;+ :`BFs`•di=3-c¢,.r a Cam. ,t.;, q 6 p gpYf/r 'i ez t- Fi11^'g"'"r,';: y..a'. 'r.. '% 0 + e:t39.<-'A:''G*'..nyt rt- ',i -"-S.'L.,`L"it `Ya,,'` .,--:%,A 3.,..<.,::.Y"t_i (."'. r4:etlalilL,,. m', stn}.ryy ',a kr,., k r&qa•.t i ,.Y t3X. _F.- ?S`:i.- y: '`-R' - l{>eQ' s, t:y- -• c=<_:,-:,_.-;. .d-r .S='`i#'-^-:;u"!,r-v x.-..:-;•3:K,:., ;ra':j•.;-'* y r :s..r, r. .' s.i ,:+=k t:. ..e•j.;_c<'".<;.:—,': •''I,:» .s L!„-''"^?k.'g;=a'1x''T.a1+.-,....:c= v;?..'.r.ti;v7"i»i! ,:r;e.:,:t'+"4.esi..e,:.r1,:di.'-•;t (.;? swM;,_r:}...s:.,;y'?:,..,s:.,r..e.'= ap_ Vic. A,'s,. - -ram.t,rei":w,.'r.'«i._r. ,,-i^>a;C4• 4:>3...y..r _ t , . Y' i 4 r+ a ,atP <an O.kfilca.t af,a xto fhe :tlanc .Circle T e:a .i- rz Gate i. + .>r sa^' : i"+=?+1:- w itr xi;'hPv; fs' zs=;'.Y% r-,=,f,,,'.; ;'.;Y,R". g r.--=s.s{j __ s'atis.r.{* .nze.. ':'{t7.'3• -I-.;.,:b;;t; '—- .. d;'4 .` 3.F Gz._: *:•;.;:,^'i`»,,..,}"# 1e =y:` -sx••. x,J. d abay':.kd<'c rc 53 . :, ; ,x'4;kehtI,.-.?; r- w. >. t'r' 5,.- S '3:5Y'"' V„:.pp,Ojp,rate crrterra a e tae .,sF;b..l-.`ti k5s'.s,:..:-.`-- xis=re,.r.?Fs-•a`.t'"' >:;`-S.a`4:i: `.r, .t-:Z.'``.v:€c SC 1.0 Estuarine wetlands (see p. 86) meet the following1:0Ze4'` ` 3 Does the wetland criteria for Estuarine wetlands? 4, rv '; :M The— dominant water regime is tidal,s M= .wx=w-':>'s` Vegetated, and 0 3 4 ,: S,'' ELT. I `'C alWithasalinitygreaterthan0.5 ppt. Ylt s„ YES= Go to SC 1.1 NO V Lour Xu M' ; I SC 1.1 Is the wetland within a National Wildlife Refuge, National Park, National Estuary Resrve, Natural Area Preserve, State Park or Educational,- Cat. I Environmental,'or Scientific Reserve designat- der WAC 332-30-151? YES =Category I lb. go to SC 1.2 SC 1.2 Is the wetland at least 1 acre in size and meets at least two of the • following three conditions? YES =Category I 4=Category II Cat. I The wetland is relatively undisturbed(has no diking,ditching, filling, Cat. II cultivation, grazing, and has less than 10%'cover of non-native plant species. If the nori-native Spartina spp. are the only species that cover more than 10% of the wetland, then the wetland should be given a dual Dua1 rating(I/II). The area of Spartina would be rated a Category II while the rating relatively undisturbed upper marsh with native species would be a Category I. Do not, however, exclude the area of Spartina in I determining the size threshold of 1 acre. At least 3/4 of the landward edge of the wetland has a 100 ft buffer of shrub, forest,or u4-grazed or un-mowed grassland. The wetland has at least 2 of the following features: tidal channels, depressions with open water, or contiguous freshwater wetlands. f,`.Y.5;;i4: "tii;RTe :3'45 •`jiAi'.'Y'{7'2:lf: ht:.-; •-.i:Z-Ct,:K,. ice.' '::Rv` r Ch v,:Y•Y-`- i..,Vie,. .V.v.:« •.Y•..:Ys..._7;:f':n.n. ..c,=_.=>JN .,.-a..,..t. _r..,_-_.ta...e. .,Ya -...,_.-;F'..,a'i'`•_w.,..>.i;t:»';'.'G`"r::.:;".rv:>L,..,.:F`..#i':'.G:..`,v»".i .,_r:9 ;': „„#'arc r .4^;'r:*d,"+.`.= ,'r.'u I Wetland Rating Form—western Washington 18 August 2004 1 t 1 SC 2.0 Natural Heritage Wetlands (seep. 87) Natural Heritage wetlands ha'e been identified by the Washington Natural Heritage Cat.•I Program/DNR as either high quality undisturbed wetlands or wetlands that support state Threatened, Endangered,or Sensitive plant species. SC 2.1 Is the wetland being rated in a Section/Township/Range that contains a Natural Heritage wetland? (this question is used to screen out most sites before you need to contact WNHP/DNR) S/T/R information from Appendix D_ or accessed from WNHP/DNR web site YES —contact WN P/DNR(see p. 79)and go to SC 3.2 NO SC 2.2 Has DNR identified the wetland as a high quality undisturbed wetland or as or as a site with state threatened or endangered plant spec ? YES =Category I zY-F,y :..3:;:. :x:a...= r..;c":<'":., ik'.;.-,,.:>.z'r.'; .cg.:z.....;t.`.^ ,;;'„`,Yn,—.;.a -;'s-x ,r:`x-s""..n"um:`h+:r, :e:,+.x.:r•. <.....-.. SC 3.0 Bogs (seep. 87) Does the wetland(or part of the wetland)meet both the criteria for soils and vegetation in bogs? Use the key below to identify if the wetland is a bog. Ifyou. answer yes you will still need to rate the wetland based on its functions 1. Does the wetland have organic soil horizons(i.e. layers of organic soil), either peats or mucks, that compose 16 inches or more of the first 32 inches of the soil profile?(See Appendix B for a feel. - to identify organic soils)? Yes -go to Q. 3 go to Q. 2 2. Does the wetland have organic soils, either peats or mucks that are less than 16 inches deep over bedrock, or an impermeable hardpan such as clay or volcanic ash, or that aie floating on a la or pond? Yes -go to Q. 3 N Is not a bog for purpose of rating 3. Does the wetland hav more than 70%cover of mosses at ground level, AND other plants, if present, consist of the"bog"species listed in Table 3 - as a significant component of the vegetation(more than 30%of the total shrub and herbaceous cover consists of species in Table 3)? Yes—Is a bog for purpose of rating 1 o go to Q. 4 NOTE: If you are uncertain about the extent o mosses in the understory you may substitute that criterion by measuring the pH of the water that seeps into a hole dug at least 16"deep. If the pH is less than 5.0 and the bog"plant species in Table 3 are present, the wetland is a bog. 3. Is the wetland forested(>30%cover) with sitka spruce, subalpine fir, western red cedar, western hemlock, lodgepole pine,quaking aspen, Englemann's spruce, or western white pine, WITH any of the species (or combination of species)on the bog species plant list in Table 3 as a significant component of the ground cover (> 30%coverage of the total- shrub/herbaceous cover)? Cat. I 4. YES = Category I o Is not a bog for purpose of rating Wetland Rating Form—western Washington 19 August 2004 nxh,C;,_ _ w,Y.._ ,,'..1:=Y" ?"l:Y•v vJ3*: - a1 YJ' ::=`M r.R:. -•J .2'- - .1C:< F.<....<y: r:,p a..`. SC 4.0.Forested Wetlands (seep. 90). " . Does the wetland have at least 1 acre of forest that meet one of these criteria for the Department of Fish and Wildlife's forests as priority habitats? Ifyou answer yes you will still need to rate the wetland based on its functions. Old-growth forests: (west of Cascade crest) Stands of at least two tree species, forming a multi-layerd canopy with occasional small openings; with at least 8 trees/acre(20 trees/hectare) that are at least 200 years of age OR have a diameter at breast height(dbh) of 32 inches (81 cm) or more. NOTE: The criterion for dbh is based on measurements for upland forests. Two-hundred year old trees.in wetlands will often have a smaller dbh . because their growth rates are often slower. The DFW criterion is and"OR" so old-growth forestsdo not necessarily have to have trees of this diameter. Mature forests: (west of the Cascade Crest) Stands where the largest trees are 80—200 years old OR have average diameters (dbh) exceeding 21 inches 53cm); crown cover may be less that 100%; decay,decadence, numbers of. snags, and quantity of large downed material is generally less than that found in old-growth. C i Cat. I YES= Category I NO / - SC 5.0 Wetlands in Coastal Lagoons(seep. 91) Does the wetland meet all of the following criteria of a wetland in a coastal lagoon? The wetland lies in a depression adjacent to marine waters that is wholly or partially separated from marine waters by sandbanks, gravel banks, shingle, or, less frequently,rocks The lagoon in which the wetland is located contains surface water that is saline or brackish(>0.5 ppt)during most of the year in at least a portion of the lagoon(needs to be measured near the bottom) YES =Go to SC 5.1 NO not a wetland-in a coastal lagoon SC 5.1 Does the wetland meets all of the following three conditions? The wetland is relatively undisturbed(has no diking, ditching, filling, cultivation, grazing), and has less than 20%cover of invasive plant species (see list of invasive species on p. 74). At least 3/4 of the landward edge of the wetland has a 100 ft buffer of shrub, forest, or un-grazed or un-mowed grassland. Cat.I The wetland is larger than 1/10 a (4350 square feet) YES =Category I O Category II Cat. II Wetland Rating Form—western Washington 20 August 2004 SC 6.0 Interdunal Wetlands see p. 93) Is the wetland west of the 1889 line(also called the Western Boundary of Upland Ownership or WBUO)? YES go to SC 6.1 NO Vnot an interdunal wetland for rating Ifyou answer yes you will still need to rate the wetland based on its functions. In practical terms that means the following geographic areas: Long Beach Peninsula- lands west of SR 103 Grayland-Westport- lands west of SR 105 Ocean Shores-Copalis, lands west of SR 115 and SR 109 SC 6.1 Is the wetland one acre or larger, or is it in a mosaic of wetlands that is once acre or larger? YES =Category II NO—go to SC 6.2 Cat. II SC 6.2 Is the wetland between 0.1 and 1 acre, or is it in a mosaic of wetlands that is between 0.1 and 1 acre? YES=Category III Cat. III a-, s aracteri z ' s,` rts z 4-1R `#' i '4` -r- s c#.' ;j ;aho;'g1e g : "a a uto lc OWL?we an r-ecot d:-'son: ,' 4 `' ram' y' t.".' i,.z .,,:, _:', r.m s art Pj'a+1rP.-4'x°{r,r k 3 ..'.'4+,1 rC" .r r t#.r"" '"" 5'' 'r ,,.'- { y'3, .:e.rf"rF` s,,"`tto^6- .t:,. Wetland Rating Form—western Washington 21 August 2004 LEVEL 1 OFF-SITE DRAINAGE ANALYSIS Propo - ed Alder Heights Plat NWC — S.E. 184th S eet and 124th Avenue S.E. King County, Washington Prepared for: Norris Homes, Inc. 2053 Faven Drive Mercer Island, WA 98040 v\DAlik August 4, 2005 Our Job No. 11699 RY JACp • - Afro 5 4./w.'iluv.soATUG2O5fkL $tf et4A K.V. D.D.E.S. EXPIRES 10/10/Q 0 CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES 431 Y 18215 72ND AVENUE SOUTH KENT, WA 98032 (425) 251-6222 (425) 251-8782 FAX y i BRANCH OFFICES • OLYMPIA,WA • TEMECULA, CA • WALNUT CREEK, CA ,/ (IQ r* y' ghausen.com x ANC+ NG\NE ry ° ® \ 1 TABLE OF CONTENTS TASK 1 STUDY AREA DEFINITION AND MAPS EXHIBIT A Vicinity Map EXHIBIT B Downstream Drainage Map EXHIBIT C Upstream Basin Map I TASK 2 RESOURCE REVIEW EXHIBIT D FEMA Map EXHIBIT E Sensitive Areas Folios EXHIBIT F SCS Soils Map EXHIBIT G Assessor's Map EXHIBIT H• Wetland Inventory Map EXHIBIT I Basin Reconnaissance Summary Report TASK 3 FIELD INSPECTION EXHIBIT J Of-Site Analysis Drainage System Table 3.1 Conveyance System Nuisance Problems(Type 1) 3.2 Severe Erosion Problems (Type 2) 3.3 Severe Flooding Problems(Type 3) TASK 4 DRAINAGE SYSTEM DESCRIPTION AND PROBLEM DESCRIPTIONS EXHIBIT K Drainage Complaints II 11699.011.doc[JPJ/dm] I , TASK 1 STUDY AREA DEFINITION AND MAPS TASK 1 STUDY AREA DEFINITION AND MAPS The proposed Alder Heights Plat is approximately 4.41 acres in size located within a portion of the Southeast quarter of the Northwest quarter of Section 33, Township 23 North, Range 5 East, Willamette Meridian, King County, Washington. More specifically, the site is located on the northwest corner of S.E. 184th Street and 124th Avenue S.E. The enclosed Exhibit A—Vicinity Map depicts the approximate location of the proposed site. The existing topography of the site is located at a high point in the surrounding land such that runoff sheetflows off the property in all four directions north, east, south, and west. There are two wetlands located along the western portion of the project site that drain into a BPA transmission line easement, which tends to sheetflow in a southerly direction. The site is forested with a scattering of buildings and one driveway access under existing conditions. The site tends to slope at 15 to 20 percent along the southern and eastern borders of the project site away from the project site. In addition,the northern property line of the site tends to slope at 15 to 20 percent towards the north and east as well. The western portion of the site is fairly level but sheetflows into two wetlands on the western portion of the site. The proposal for this development is to subdivide the property into 24 separate lots with Tracts C and D for storm drainage park area, including detention and water quality facilities located in the southeast and northeast corners of the project site. There are three separate downstream drainage courses from this project site for which the hydrology will be attempted to match in all drainage courses such that peak flow rates and volumes will be maintained after the site is developed to match the existing conditions as much as possible. The only downstream course to receive detention or water quality will be the southeasterly and northeasterly drainage coursesl Elevations on the site range from 416 along the perimeter of the site up to elevation 434 at the high pioint of the site. All existing buildings in this development will be removed with this project. UPSTREAM DRAINAGE ANALYSIS Based on the U.S.G.S. Quad Map, our site visit, and topographic survey prepared for the project it appears there is no upstream flow onto or through the site. In fact,runoff sheetflows from the project site off every property line of the site has the high point of the surrounding ground is located on this project site. I i 11699.011.doc[JPJ/dml I I J I I EXHIBIT A Vicinity Map g 6# 4400: 741fri 1 ~ g 1./ 3S i In,1/4,1 a y 118TH Cn W.LL p'a 1:. . CVPI (-. _ -m" I PI ` uiutZt m I PL SE --I r m lid ` Al m a yy u 2 18M Qv 119TH AV SE L >` N u u S I m4 P1 05? ¢g3 119„, 1191N AV SE i•'a, sra F d uelx 118TH 11 # '3`1201N Ya OK se E 6 1 .}:, my s `' SE AV$Ei . ky f 120TH AV gill i o I121STk - 122ND SE >_ 121ST 120TH AV m SE122N0PLs511 `>'4' PL S N m AY SE X1145 ; l V 1m ;' AM 21ST PL SE la 1; S Ell 124TH a= q ; 4 f23a'D'w"Pi SE 124TH y a o A N AV SE L " iS I I AV •E 12303 Cr SE. 125TH ry fy II-, 1 4m rm "' 1 200 v'f, qc F E c AV SE go's.14 czi 77 "' yy r1 125TH PLSE Y "e 3o tr',1w 1. A w rh9 et w 4 N I I. Q'• 0 7C N i' A w is Ni y f G. o .: hi t.< L 1 vt i} i h t r •1 m - y C 126TH AV lzs7x P m N v i,. o A S S4.atiu al w,, C A NI SE o r r 51i 8. H ~yY¢J5y`y i'{ 03 p s y' p y k 7 v At. y key 7 Nk IZ P v f 2 2124HN 4 AV SE"' P 4 ^N SE rrt 3S-I'd N!LZt r S y m e- L SF F a K' 129TH __ - — 1 nh T 12mi PL-SE-- t ti 1e5T 1 \ 7' i : i m 2 Doti jai` 7 H . r. i VSE 35` NN 4S'A2 P' 1'ip 4. 1. f . q'"' M- b t3o fin/ qi A • ., Sid ~R SE tip PLI SSSEEti" y,„F' yY' t z P!'` o A.Er N 3 IN 4I31.F 4 r y -Y 132: ADv e3 ' AVmwCAVSE°' S1SEn MI Zr ti Y.4..I'p+^7} 1132ND PL SE E m 1 2ND 1324NNye•,,i.6 ' e75, 1 1.. „ AV S- - SE 'm PL S 132ND PL SE S'114 A m N33PD y . © ,___ m : SE113. m. kr361N DP v,e 9 3L ,_.,1 T 7V13. AV SE N ro 140TH c o m Op moo AV SmTH .m 140TH' r i39TN m A 142ND PLSE A E1VI- SE aeTM PL 4. SE ' L92 N yAV $E 142ND AV ra,r1 .c `a k m leaoo ,,, Alm m„w Qv. _.'a!,`Pe" 171ST_V SE rn T ( S AV 1]apiNmN4nC ..+ SE 3$AV 4.y 1 i m 143RD rr:*.•, 4,. 4 N g CO 4 SE Sjtj SF ..142ND m N PL SE-• 1 -1 f 35 P 3 .. 142ND PL $E Al 1AVND1' `-* $ AVSE n 144TH PL ' 3a 1i .,, 4 q! 144TH o 4 35 m 4)` s .o iE r1 pd 1 PLSE S J. 1. o o V3 143RD a SE ! 145'Av 12 ' fF i-.. 111 AV SE n ,I 1. 147TH AV r i 1463 qV SE 146TH Co SE 14TIH AV E k? AV SE 147TH Cl S co Av E S nor na 2.6014 A E3h- t}• si9.«` 15 Jh.:-: BTM -` 4 i m AV eS tjT w S E a r t 24 • No f q ~ - 1 i m Ti1i r 13200.1 / 7TH AV SE ti y ,*yytj'"C f 4 18400 149TH A Y 3 N ta{X 1 O 4 4 Z0 . V1(A m3 ts4Y ba T I 1515i `-J' ` ` JS of N 1 AV N SE 4 t./ 12 y e FpV i I EXHIBIT B Downstream Drainage Map PRELIMINARY GRADING AND DRAINAGE PLAN FOR z ALDER HEIGHTSILI I-50' A PORTION OF THE SE 1/4 OF THE N.W.1/4 OF SECTION 33,TOWNSHIP 23 N,RANGE 5 E,W.M. Q51202550700 Z KING COUNTY,WASHINGTON Z r( _ NORTH VAULT VOLUMESiJ_ ___ Q j DETENTION 9p9 5} 2 p`'' 9p94 CONSERVATION FLOW CONTROL L•yp`D MAX WATER EL= -- cu-s:;.ai OUTLET LE.= -- axe c ::. Imo' `-- . f. ;...„,.r BOTTOM OF VAULT EL= Z a 5,; Cis s STORAGEt CF a•f STORAGE REQUIRED t CF J 4sv 4Sy,r t IJJ PROVIDED= -- iy pa GT- 9 z t .x. a WATER QUALITY k D A7._, BASIC WATER QUALM( i- ''- oil. I-;'<bx.: - 'I'--,-• pbg VOLUME REQUIR -t--CF r;; ::_ 9 VOLUME PROVIDED=f--CF SD f' s!'! 3} 1Sp5 _ 1'SEDIMENT STORAGE)• 4a I "'- 4-4 I 15'SIDEWALK w/6"& NI c'.' a 1. I . 1 Cam'rY> I (€ I 4' VERTICLE CURB a. 5'•. £ -TRgGT-A-_. B_ '- S 9IIII I I u J . Gn s__ JI Ly OZco0`` wE4tAHD BUTTER I E_ n,'r • 11l:' _!i F, 83• 1' O J x r..:.r..:..::I ii: _'' rx '3.ri T<{g.4 plez, pe ii U W ti lit Y-- LAND" 1 _>: :. :;\ t. a o g0ti icl i 2,.( I' r : i1'f?r= tE"3 i... / !.-\'>1f I m Z 0 ED 96p p 5- ,- y:: Eso ,_••'21.% -• {'L VP i, / Q W Z 1) WI--. 4,41, .....„ i` 14-' 11cT En IX.6UIL01•S' _: 111' [ I •-, en iii p . 0 wfj.j.. Z CC y ttE:3 n `a r3 ' ` 1 A N W w 1 t_ ;' N I u pr-fs.•; . E _ I.',..'- s 1lrs I Si"'V I i. MI { I -•i L`J'", ff i'N•^+f.s. 26'PRIVATE ACCESS TRACT s- o zT:s- " zI I Q„ x - .33:f7R.-'- .._2e IT iB e: 11 : t:.li 7J' 1J' m (te _, m ilk--i r D x: rP 4:3A aM CG VA, 7K tBDaSEu list ^-._16 tt>. 1 i E Ms_F-ma.s. r t1' 1t' b ems`' 4Fe j• v TRACT D• 1' ti l S 4V, WofI75$ =:\i STORM DRaINAG€,(PARK _ .:j £•: :ES SKr2 ti t'MIN.O P -as Y IT.. '.`.'.mil'-- l L~^ + 2' 8.2' t'MIN. t tr>. $ r.. ftV.iiF k 7:7?tfBin rq.:i 332305-9042 g2f g•fa 1` •Y c:, `dA 6' , 30 t1 2x- zl I 4:.' 4.. •.^ e _ Y.W-- --- y I- 'J DEPTHCLASS 7 K7:'.SZii1T_ ItNIB o\._ ' Nx c (: , :.:c s. P- ' '.i#.:3f.• a>;;8 • ROLLED CURSEEKCRSOWC.N0.]-002 i-12' I I I I f 'cl biM t&T COMPACTED DEPTH CRUSHED ROCK SURFACING TOP COURSE 11%;t ro..:!;;k: , 3. . 1 ALTERNATE 7#S 1'OIE`'• g056 w`:Y:FY:L.i A ` s- PC4RRiP' 5-COMPACTED DEPTH CRUSHED ROCK SURFACING BASE COURSE e 4 ATB LIgIEEE.L. x. ADDMONN TREATMENT MAY BE REQUIRED DEPENDING ON SOILS CONDMONS 21'CfS R' 'VE t- ,,1.. 9p, •I, PER KING COUNTY ROAD STANDARDS SECTION 4.02' g5n .fpM-;> 5' ,. .. 5- _ :, E 2'K, :y.,:_. TRACT B o oo,. _tkt... 26' Private Access I F% ..a.sax s..: WOO?YE NOT TO SCAT F SERVES UP TO SIX PARCEL LN%MUM u O zWO QnunPOLE 2 - 6•-0- SMOULDER PAVF]eEM P'IDM 5•-6- ru W N Z gf —Sut SEWER ON Q O N 0.1 ti 0 o J'-0- SIDE OFSOUTH I D, .° C.SOUTH VAULT VOLUMES Z gi wSEESECB.D2C DETENTION N<_ z Si I rl YP'' CONSERVATION FLOW CONTROL J6 RAY Ln Ln Irt " o N N w D.pS Ft./YT• 0.02 Ft.N Z.N N E z, MAX WATER EL= __t' S'WNJK t. tt' { 7r 6. m L.r,, s o OUTLET I E: -- 1 i fit' Y a I SUBCRADE SLOPE 0.02 FT./FT.I STORAGE REQUIREDBOTTOMOFVAULT= t -- CF I I I 2• 2 O & I I; DITCH CAS UNES ON SWIM / STORAGE PROVIDED=t-- CF 2>< I •13I A`2 s t WEST ADE OF ROM ON I VwEsFc 1\ J \SEE-& WATER QUALITYCUSSBASPHALTCONCRETE DL' Ty wCRUSTEDSUfliACINGTOPCOURSEBASNAV.2..i. n sNal gyps ryrr.t BASIC WATER DUALITY 2.COMPACTED DEPTH CLASS'0-ASPHALT CONCRETE PAVEMENT I' "V` OCRUSHEDSURFACINGEASECOURSE5.1HICK CEMENT CONCRETE t-1/2-COMPACTED DEPTH CRUSHED ROCK SURFACING TOP COURSE t_ •4.1`. 4VOLUMEREQUIRED=t-- CF SiDEKALIK PER KCRS]-001 ALTERNATE V MOmDwAL TREATMENT WY BE 5'COMPACTED DEPTH CRUSHED ROCK SURFACING 80.5E COURSE 4-*TB b- J ERE, 10MO .SDEPEE SE 4. SalVOLUME PROVIDED=t-- CF CEMENT CONCRETE co*-9 cammoNS SEE SEC 4.D2 a 1 SEDIMENT STORAGE) ROLLED CURB ADDITIONAL TREATMENT MAY BE REQUIRED OEPENOING ON SOILS CON000NS is it •ea • 5: 00 1101 - ir i a •\ii • • alle e iv • t X 1 S . 3 'I ip II a GAIL.0111 fa a... as i JO 17-Iwt." II. 41. 111. 1 ill: • a i.. 1 8 l. 7 : diit 1 11) -° e 1 t.4 r 1 , i 111. :: 1,..... ........... --- t alk e...... A.• ,... 00IV4 • IAll• t' ‘3 ‘3 101/L 41Pr . • V.A14!"17 •, WAleyop., 1 cel . 1 to 1-,--- ‘ riii•-. 41/ miik.slikN :i lr- 0 111c1 - 41) 4 / I l 41)1 : • 0 filhili441'1 It 1: 411" 41111. I ii • A.S. . dip t. - ' " -, . 41,10,0. 'iv,... ..A1 15Iver •,e 1 1110Snow^ III1III • • • 525 • 1. • •• 5 l' e a 11 Jr Qiti • , yii , ,. . ill Okir Ft thf I H.I 6..-1i kha .t -.,-4, ,_::::.---?: 4' . 'F!':-. 6* gril 1 ' e) a i I a • 1 II • c N. 1 ut I 1 k 1 s •e • • %ill r • it0• 492 k tI ik i_ ......... ........ _ 1 a Ia a 1 aeI a a 1. I i III a • P ! • • • 11, a 1 an• ••••••• •••••• .."..- \ d 1 .V6t ja 1 Allthiwiwdia 111 a •• I a 4. jr0 gli 1It ' i11NV4‘ 7411,41111 15,VIII AIM.i .'411':,ft i p,A II, ..t JrAl li oll •de 56 • SO pa 111 allI a VM901.Iigc NNW ell a NI IF" III a i• ..•••• I li ' 6? 91" V Eig 0 111111‘ IAllikea 8 0tv ;-.4, adt. c N MO Elifb ii iimr a i IIII4k Qo 111111iI ice. ,ii .. 46,4046" 1" a ' 0.„III CI; i 4SIA*11411:0„11111111111147i0diki• *, ..1.0111116alio / 6 C It 0 4 it Atir / 4/111P Pill/ ill jib, prirpr 14I a 1 0 dli, i a I 41/101 iaIOr • . i i 1111 • i aluilliii 1 III r a , i •• i Illo'• io" easisa• a 1 sa 1111a a oily 1 I1.1 D II P"-----`'`......,,,". Thp 1 CX iL. k • •. . .a 010 I 0111sal I • 1 11111 •N AL. IN t • vp s i is\ a • Aabomb. sow le Ff. f 5. • 0a i ii r T iLtill I& c: ; .0 a • li 64 1/ i/ rill ill 0 0 0 5010 G'. r I' 51TC i ak 11011/441"" r . 3 fir H 5 1 11 al° i. : t.1:. . i Ilk11‘: iit/I/1r. 4": kr41111111i or Si " Snow 1 I" f —- --,.) 41- 625 III if W1 - th--::-i illir Qifi 111‘illiiii NOilriiii.- 571 i -I I N _OP kr ,IIRH1 • • • i.Q• • r IP92e V'f 1 .. IN. I . I 1 1 1 EXHIBIT C • Upstream Basin Map TASK 2 RESOURCE REVIEW I TASK 2 RESOURCE VIEW Adopted Basin Plans: Th site is part of the Soos Creek Basin. Finalized Drainage Studies: This is not applicable. Basin Reconnaissance Su ary Report: Once again, the site is located in the Soos Creek Basin. Part of the Soos Creek Basin Reconnaissance Summary Report is to construct a berm and proportional control weir t Boulevard Lane Park. The project should be justified by a basin plan. The wetland rating is nu ber one and biological assessment is needed to assure that this project does not decrease habitat values. It is not known if that berm was ever constructed to this date. Critical Drainage Area Maps: According to the Water Quality Applications Map in the 2005 King County Surface Vfater Design Manual, Basic Water Quality treatment is required. According to the Flow Control Applications Map, also in the 2005 King County Surface Water Design Manual, consery tion flow control known as Level 2 Flow Control is required as a minimum. Floodplain and Floodway FEMA Maps: Please seethe enclosed Exhibit D-FEMA Map utilized for this analysis, Panel No. 983 of 1,725, Map No. 53033C0983 F, revised May 16, 1995. As indicated by this map,the proposed project site does not lie within a floodplain or a floodway of a stream. Other Off-Site Analysis R ports: A review of Exhibit I—Basin Reconnaissance Summary Report and a site investigation w re conducted in preparation of this Level 1 Off-Site Drainage Analysis. The United States Dep ment of Agriculture Soils Conservation Service Soils Map is also provided. See Exhibit F. Sensitive Areas Folios: Based on a review of the King County Sensitive Areas Map Folios, it was found the subject site does not lie within a sensitive area; however,it does drain to sensitive areas within one mile of the sit adjacent to Soos Creek, which includes seismic hazard areas, erosion hazard areas, wetlands,and stream and flood hazard areas. Road Drainage Problems: This is not applicable. United States Department of Agriculture King County Soils Survey: Based on our review of the Soils Map for this area,the entire site lies within Alderwood type soils. Wetland Inventory Map: The Wetland Inventory Map for this area is included herewith. See Exhibit H. Soos Creek wetland located immediately east of the project site is the wetland that this site drains to in all thiJee drainage courses. Migrating River Studies: This is not applicable. F 11699.011.doc[JPJ/dm] EXHIBIT D FEMA Map LEGEND eyY'2}`, SPECIAL FLOOD HAZARD AREAS INUNDATEDBY100-YEAR FLOOD ZONE A Na lute Arm eltvyylm deternmud, ZONE At Edo reed Nwalkan Amoruo d ZONE AN Nom 4pdn of1 to l feel madly are. oA aen ngb'ale flood eleearan LONE AO food qpa„N 1 to l Int Iwu0y.000ondop'ing hrtamr,average depthsa.for areas of a1u.41Ian nmgFe,0.00 abo determined LONE A99 1u by Indieded born 00-year Bead byFrPondI+aeettM system wider omstionloo;no bob elevation den.. ZONE V Cm.,now—wk+*M h2ON rw 1achyounobasefluorlandodere.. ZONE VE Coutal O.xn*Mowry award Mae atulrYk4fFLOOUWAYn'bust Baud elevation del.:00 3 ii.` AREAS IN ZONE AE i Lr,:_ OTHER FLOOD AREA, NATIONAL FLOOD INSURANCE PROGRAM DNE X ma al am„Beta,"„of Ioo- ,w elm donde i 1 rnm•or was lain. van m dun f r FIRM O OTHER AREAS AreZONE; a,dale raw i m a*wide 900-.ear anus lu s FLOOD INSURANCE RATE MAP ZONE n „ o. KING COUNTY, UNDEVELOPED COASTAL BARRIERS WASHINGTON AND ElINCORPORATEDARASE Nor afld anem,me Coe.bane areas are normally located 2.00 or aapcentj°t'o.Speca'r PANEL 983 Of 1T25 d Ara., SEE MAP INOEX FOR PANELS NOT PRINTEDI RoodBounO0 Nomway Run.. 1 Moo 0 Bama. 1 syv^e^-i'Fnxf.c eo*mar arwmp sa¢;a Eam ' _ COMAS'COWBIRD NUMBER PANEL SJFFp! 1A A Naurd Zms. eel 6umdaryt" `^, FCC C, n, Areas of gnerent Cassel Ease feet 00'OVxtt. dPelin Special floor Elan/ions"ayrd Zones.licaliONIPOP Nord ENo*o fed.CPT OF Md. Suotte elm f 513- --... Et.inEeeb see M>o noes O O Ia Elwamn Datum Goss Season Lora aide IEL 9aT) awe Reed EMnrn n for. RM7 the ud emr mow..t yr x Eowrn ne...Mak j M2 Reef Mr f 97e07.30".32°22.30" Nmaanal ceNamalas Easel m Nmn ' MAP NUMBER Amraun °°'" °' 0 000 r21Rejection. i 53033C0983 F NOTES ias nap a IN use a NW.na emg Inc NduNW Feed Insurance Program: '4 does rel necwaaSO ay 9 suNza to need rag,WMAPREVISER: km:dramaye • m^Ke`pr m a"`'" Spew Flood NaseN Paev. Wri le rum oumde MAY 16,1995 Ca Mla,e Mod N.tine,,pp„pN bet d do MG..am a defe0thoseofwetectcoedn,thes the e let..may also mfau Asmlaanwfrom 'one Ann,edodil Wadm Sc..m birth-ape r A99.V.and VE.Nees of Special Hood Navrd ll a°a<Ibodi intluaa zones a AE.PN.aO. Certainaa'mareas Ie•net In Special Rm. dead alNaca.Areas may be protected 0rFederalEmergencyManagementAgency ' sowers or the biseAveys were .d at cress_ hydraulic considerations.NN regard tintarpoletedbihreenemssections.o° e trite-nano were a Fe ore 2 EmonT,A,Mea9Nanl A9enty. requite-nano of Pe federal Pommy wdla i^some bass may be too narrow to Show to scare.Ibndway as'M S an provided in the feed yaurance Stody nepm.rs men rateAnoo(.Strum URN:M i0,C(Con.ae Protected of Cons 0 Bar.*00earNeCoasterEemcRoprorar,nl A3 of ' uo•• uusned Corporate ErN0 shown ere crate.es of dS dam of this map.Nla Et mkusershouldcontactappropriatecommun.°IMiata to determine a camelsGordishaveNangedsidnequent1eIncaaereeoradsrasp. EySalim B.0 M lMNad r0naun'mo Swum papM^vases mnlvin.ea For 0dlalnbo mop anew aM Ease m0A source nee° rWseparately deeIcon.•Map I MAP REPOSITORY Retert°Repository Listing on Map Index EFFECTVE DATE OF COUNTYIMDE FLOOD INSURANCE RATE MAP; SEPTEMEER 2019tt EFFECTIVE DATEISI OF AEVISION(SI TO THIS PANEL:named Roy IQ N95 to update msp Me.. namednamed To aotonen9 it food imam.a en.b..cm.an Insurance a.m.ti c0l0le N°timull°od 1.tderue Program at(BM 9d04500. till' APPROXIMATE SCALE IN FEES B— 5D0 1 L______/ ..,_- i 1 i II COUNTY11HIIUNU=ORATED AREAS 1 53007] tSB11H PLACE i' I n 1 J I 27 MTH AVENUE 29 SOUTHEAST PO 28 11111. STREET SOUTHEAST SAID ST U 8 g y_ LryO..., by E. > 9 9 4 M SOUTHEAST 189TH PLACE uT F Q t ¢ ¢ ¢ i N` V^ 6 S 1 NOTH STREET SE BOTH SDIEET ee' 16fH SRTEET 44 `' o J' SOUTHEAST ITSf i 1 i PLELACE I1emSOUTH _ NI Q SE 1Ti5T \ i RIND O STREET VOTH AVENUE SOUTHEAST PLAOt SE 1JIND STREET SOUTHEAST 1JIST LANE j I J u 1pL0 SOUINFASf Y' SOUTHEAST BIND LANE I SE 0 soE 1 8 e t TiJRO p. 1 5 tOUTiFAST% ACE SE WAD t' a SE E N ) 1.11,1fr S y i4J1,LANE - r i S { TROAD 11 111t1iSONHfUST1)STyTIi1Np AVENUE < SO SrPyA Eti i)BME'5_: 1 PEYPOVTSRYF' ROA9 3$s'AET c 0. ( w RM283 sii ITDTH AVENUE DETAILED STUDY V -L F1.4• E L ZONE A , 4 F s x t SOUTHEASTMTH L ?fie T "' Yy >CS . T^' Y:T r^31 PLACEY 4 5 h 3 SOUTNFA57 i 'a ADTH ZONE X SONHEAs173." • "4 x r I C 11s,,5 .* S NOTE:MAP AREA SHOWN ON THIS PANEL i p riy,`'.Tn IS LOCATED WITHIN TOWNSHIP 23 NORTH, Rm f v H RANGES EAST. SOUTHEAST IS0111 STRE ITE J } T • F c I y.. 4 j, SOUTHEAST,BOTH STREETuSG3 EST+PEEL J,. 8,:.- SOUTHEAST y, J 18tND 5111EEf ZONE X 34 1 1 I32 g 33 SOUTHEAST SON STREET C a ISTRD AVENUE F T . 377 S S//1uT SOUTHEAST IBiND o / STREET SOUTHEAST 183PD STREET Rf'sM U4TNOUTANVFA TESOUTHEASTMATHSTREET NTH EET fi r`{f E SOUTHEAST h,. 1..; 0M,50 BA1H STREET 3. JOINS PANEL 0991 H_+•' M1 0 nrawti I ii I I 1 040 Atuit_‘.I FEMA MAP NORTH f EXHIBIT E Sensitive Areas Folios cc 4. ... . .. . . .. .... ..._ 4.4, r ' . sern ;, Rs ;.•• • ' • vit., Pr, 1.. aito. int, s , 00.----- I* ' 4011.." ...... IA .. nlidgil. . - "-•, --- IiviNgin i 41... 0_,... .: iip 6-‘,.- -_,.,, e.,,... Iniwirsimv. ' dasgra .--- -. di - e. 44LLI umni CC 11: 111di ok v- z--- 41M • 11 17-,.. eill' imren '. 4, 00, 1143' 1'. 15„.:::: :;, a:: 7" 111Q Et ' go 31114. i; . _ ......, 1,. .!-- • B`• - 11.- Wile oe 6 , • ,' .. _. - A ',•, 7- i -- •:,--, . •••,' i i - a„ owl 1'..-''-: • r 10 ,, ,„: ,. c shin- 00.. m. rii •`. 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K: s:.," z., z dr Eli 5,, 7 r{, a tis`, , :,, n. rz.•,. c+} + 9"'.' w,• r a r ti'.." ,.. s 5 r we 4. 4 111 i 2 .. 4',,. CJ;_ A.'', O a. 1& 14; t"" b, k- 4• x'' 4.` 0: 41;;;- r,. K' 1 4 4. 1 :, cn.. rs. sra j r 7 a,'.-, i . 5 , r" isi: 0- 714— f, g,,,, H EXHIBIT F SCS Soils Map TABLE 1.--APPROXIMATE ACREAGE AND PROPORTIONATE EXTENT OF THE SOILS Soil • Area ' Extent Soil Area Extent on Acres • Percent Acres . Percent Alderwood gravelly sandy loam, Klaus gravelly'loamy sand, .6 0 to 6 percent slopes 22,000 4.9 to 15'percent slopes Y 420: ' -.1 iAlderwood gravelly sandy loam, Mixed alluvial land . 1,500 .3 6 to 15 percent slopes 165,170 37.1 Neilton.vexy gravelly loamy sand, Alderwood gravelly sandy loam, 2 to 15 percent slopes 4,660 1.0 15 to 30 percent slopes 14,280 3.2 Newberg silt loam. 3,660 .8 Alderwood and Kitsap soils, very Nooksack. silt loam 3,100 .7 steep 39,000 8.8 Norma sandy loam 4,230 1.0 Arents; Alderwood material, 0 Orcas peat 730 .2 to 6 percent slopes 3,500 .8 Oridia silt loam 6,630 1.5 1 r Arents, Alderwood material, 6 Ovall gravelly loam, 0 to 15 to 15 percent slopes L 6,000 1.3 percent slopes 1,780 4 Arents, Everett material 700 .2 Ovall gravelly loam, 15 to 25 Beausite gravelly sandy loam,percent slopes 3,840 ' ,9, to 15 percent slopes 7,600 1.7 Ovall gravelly loam, 40 to 75 Beausite gravelly sandy loam, 15 percent slopes 1,250 3 i to 30 percent slopes ' 2,700 .6 Pilchuck loamy fine sand 1,630 4 Beausite gravelly sandy loam, !40 Pilchuck fine sandy loam 640 1 to 75 percent slopes 890 .2 Puget silty clay loam 8,130 -1.8 Bellingham silt loam C 2,610 .6 Puyallup fine sandy loam 4,840 1.1 Briscot silt loam 5,430 1.2 Ragnar fine sandy loam, 6 to Buckley silt loam LI12,130 2.7 15 percent slopes 1,540'3 Coastal beaches 1,105 .2 Ragnar fine sandy loam, 15 to. Earlmont'silt loam 1,140. .3 25 percent slopes. 500 1 Edgewick fine sandy loam 2,340. .5 . Ragnar-Indianola association, Everett gravelly sandy loam, 0 to sloping 8,110 1.8' 5 percent slopes ' 5,500 1..2 Ragnar-Indianola association, s Everett gravelly sandy loam, S moderately steep 1,150 3 i to 15 percent slopes 1 15,700 3.5 Renton silt loam )- 5,040 1.1 Everett gravelly sandy .loam, 15 .Rivexwash 3,700 8 to 30 percent slopes 6,300 1.4 Sal al silt loam 560 1 Everett-Alderwood gravelly sandy Sammamish silt loam 790 2 loams, 6 to 15 percent•slopes-8,405 1.9 Seattle muck 8,650 1.9 Indianola loamy fine sand, 0 to 4 • Shalcar muck 1,220 ' .3 percent slopes 2,670 .6 Si silt loam 1,750 4 Indianola loamy fine sand, 4 to Snohomish silt loam 2,100 , .5 15 percent slopes I 2,600 .6 Snohomish silt loam, thick . ' Indianola loamy fine sand, 15 to surface variant 500 1 30 percent slopes 500 .1 Sultan,silt loam 3,580 8 Kitsap silt loam, 2 to 8 percent Tukwila•muck 1,730 4 slopes F 5,000 1.2 Urban land 10,650 2.4 Kitsap silt loam, 8 to 15 percent Woodinville silt loam 2,800 6 slopes 6,550 1.5 Kitsap•silt loam, 15 to 30 percent slopes L 4,270 1:0 Total , 445,500 100,.0 s . fi F 53:;: i , .... 1, ,.• n. glo.,. 1:,„ 79V47. 7ii.--.--= , r41..' 4, '••••;:., 94, f''., A- vri•...,.,:,: i 4,.;. P.„ t,,,,,,,, c,.„0.-:.• , -,,, v.• i•.,,..,.:.„,::, *: '. 7. p.., 4 ..-- 1. 7:,-• - '• - • • Ik' 4,','' r;;-. 7.T.," , g I, ;,,,, let,, T ,,, .. , ....,,,,,,, tit.,,,,- 11- 4k,'• 4.-"; ',.:. 4 i'. [... %.;.":,. ) 1.,',.':. 4 f..' '•'''''''... P;:‘' Z' O... 1,':'.! 1 ... ... 1-. Y....,'' 1". y. C. i' GO. ','.. r.,!.. 1,.. i. ,...„- 4.r., (.....,,, V IIIIIIIIIIIII 1,. f.).:.;,,,:,,,,,. •:,,,,... ..-,... vioo ., ii, :.. 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AIP•94: al?5/431 01 T3-d 27- m / 320 OOEOIGTFD BY B.V. 194;1E5s LANEA.F.391.9394 2058/325I 7-15-49 F ac- 4 IT `Wi s A . .1,- ASSESSOR'S MAP NORTH r EXHIBIT H Wetland Inventory Map 4 Ced1er Lower Cedar River v 2 8 6 Bas (:(\--)- 4' 9 1.2 c..),(7- 17, 7 15 551 16 23 81 20 7 62 Jenkins Creek Black River 24 1-1 26 80 30\.: 6: 16..1 i.i • S0os 29 Creek 39 S8I 99 3a- 98 r J o t 5150 87 itioh.48 7A / ..0 w.i , 49 52 84 53ill 15556 / Lower Green River Covington Creek e 58 0 • A C oin• 86 Middle Green River Mile N. , 0 h 1 a11.1 Soos Creek Green River Basin 41 y .3" .`~ ,, C • . f "' Snt p,> ,. s c¢y;. / 1 v,; Ct* •3_ i '7 r t. ' A4 I '. !,4 fi ,( 7 y .. 4 1 fs'F ,. -4.,° sac s n Y 1 t '',7 ,,4;t45# 1.. ."'it.'re r - 1,.. 4 ,. ) 41.v.,., ,,,7 If 1 µ2>^ ., yIf at. t7 •tom , s 4:- , .,„„. .'!"" hikvs-04.4.,/C-4.,t* • e- 4, 4- 4!r4'44'- -'''''''T 4 401, k' ,. v.--1,,, ,,,,,.4*. 4 ram, 6_1, , r cr.,-titip ae _ o t . * 1 fir-, ',.A fit s y it Gnj:, tit r J" 1•• g 14 '> $ ,.' r!' 47'1 •. Y 4'?"'" '' 4% 11 i ( r_ ra• y > e '''S: M'j rr 'f 1 g{• . ' . .'1,.. s 'ie sii- Er ' q Photo Date: 5-80 North 4 Approx.Scale: 1"= 1000' 1 WETLAND: Soos Creek 2 COMMUNITY Soos Creek PLAN AREA: LOCATION: 33-23-5 BASIN OR Green River SE 28-23-5 DRAINAGE: INVENTORY DATE: 8-4-81 ACREAGE: 134 I CLASSIFICATION: Fish and Wildlife Service Common Name PSS1 Palustrine, Scrub-Shrub, Broad- Scrub-Shrub leaved Deciduous (Willow) PSS3 Palustrine, Scrub-Shrub, Broad- Bog leaved Evergreen (Labrador Tea) PF04 Palustrine, Forested, Needle- Forested Wetland leaved Evergreen (Hemlock) POW . Palustrine, Open Water Open Water PEM5 Palustriine, Emergent, Narrow- Shallow Marsh leaved Persistent (Cattail) NOTE: The wetland edge shown above Is approximate. In marshes, ponds or lakes,the transition from standing water to uplands is usually-clear. However,the edges of forested or scrub/shrub wetlands are less distinct. There,the change from wetland to upland often occurs over a broad area called the "transition zone". For a discussion,see Wetland Plants of King County and the Puget Sound Lowlands and"Guideliines for King County Wetlands." Soos Creek 2 l OBSERVED SPECIES: (refer to list in.Appendix 1) Trees: AR, PT, TS, TP f` Herbs: LA, MU, OS, PH, RI?, SD, TL Shrubs: AC, CS, GS, LL, RP, RS, SX, SD Sedges/Rushes/Grass/Fern: SE, BX, AX, AF, CX, EX, JE, JX, LM, ,PA Birds: GB, MA, VS, TS, 8S, RB, AR, ST, MW, SS, YT, YW, WW, RS Mammals: Fish: Other: OF RARE/ENDANGERED/THREATENED SPECIES: (refer to list in Appendix 2) . Recorded/Observed: Potential: SIGNIFICANT HABITAT FEATURES: OUTLET: Type: Pipe, Overland, Undefined Condition: Open Outflow enters: Stream POTENTIAL STORAGE: Existing Active: 786 ac. ft. Potential Active: 258 ac. ft. GENERAL OBSERVATIONS: Litte from park on south edge. Fill pushed into wetland from est edge. Ponds artificial. - Bog area is drying up. WETLAND EVALUATION SUMMARY• wDatawascollectedinthefivecategoriesshownbelor Within each category the data was evaluated to produce numerical values. Compositevaluesforeachcategorywereproducedinordertocompareeachwetlandtootherwetlandsinitssub-basin and in King County. The result of that comparison was a percentile rank. The percentile is expressed on a scale of one hundred and indicates the percent of wetlands that scored equal to or below that particular site. For example,a percentile rank of 80 under sub-basin means that the wetland scored equal to or better ' than 80 percent of all sites within the sub-basin for that evaluation category.NOTE: The percentile ranks are valid only within the individual evaluation category and are intended solely for reference and comparison. Rank Evaluation Category by percentile) Sub-basin County-wide Hydrology: runoff storage potential,water quality,potential for minimizing damage 94 98 in downstream areas Biology: quality of habitat,abundance and diversity of plant and animal species 94 81 Visual: diversity and contrast of wetland and surrounding vegetation, 96 22 surrounding landforms Cultural: types of access,proximity to schools/institutions,overall 23 35 environmental quality Economic: presence of agriculture/peat extraction,anadromous or game fish, 33 12 game birds or mammals of commercial value WETLAND RATING: Each wetland was assigned one of three possible wetland ratings. The wetland ratings were determined by examining the scores of selected inventory tasks, specific data or percentile ranks for individual evaluation categories. The.criteria used to assign the wetland ratings are described in the Introduction. For each rating a number of specific guidelines for new development in or adjacent to wetlands were prepared. The guidelines are intended to assist in carrying out King County's Sensitive Areas Ordinance and other wetland policies. They are included in a separate report titled"Guidelines for King County Wetlands". Wetland Rating: 1 (c) EXHIBIT I Basin Reconnaissance Summary Report 1 1 RECONNAISSANCE REPORT NO. 2 SOOS CREEK BASIN JANUARY 1986 Natural Resources and Parks Division and Surface Water Management Division King County, Washington King County Executive Tim Hill King County Council Audrey Gruger, District 1 Cynthia Sullivan, District 2 Bill Reams, District 3 Lois North, District 4 Ron Sims, District 5 Bruce Laing, District 6 Paul Barden, District 7 Bob Grieve, District 8 Gary Grant, District 9 De rtment of Public Works Parks, Planning and Resources Don LaBelle, Director Joe Nagel, Director Surface Water Managemen Division Natural Resources and Parks Division Joseph J. Simmler, Division Manager Russ Cahill, Division Manager Jim Kramer. Assistant Diviion Manager Bill Jolly, Acting Division Manager. Dave Clark, Manager, River & Water Derek Poon. Chief: Resources Planning Section Resource Section Bill Eckel, Manager,. Basin Planning Program Larry Gibbons, Manager, Project Management and Design Section Contributing Staff Contributing Staff Doug Chin, Sr. Engineer Ray Heller, Project Manager C Team Leader Randall Parsons, Sr. Engin er Matthew Clark, Project Manager Andy Levesque, Sr. Engineer Robert R. Fuerstenberg, Biologist & Team Leader Bruce Barker, Engineer Matthew J. Bruengo. Geologist Arny Stonkus, Engineer Lee Benda. Geologist Ray Steiger, Engineer S Derek Booth, Geologist Pete Ringen, Engineer Dyanne Sheldon, Wetlands Biologist Cindy Baker, Earth Scientist Di Johnson, Planning Support Technician Robert Radek, Planning Support Technician Randal Bays, Planning Support Technician Fred Bentler, Planning Support Technician Consulting Staff Mark Hudson, Planning Support Technician Sharon Clausen, Planning Support Technician Don Spencer, Associate Geologist, Earth David Truax, Planning Support Technician Consultants, Inc. Brian Vanderburg, Planning Support Technician John Bethel, Soil Scientist, Earth Carolyn.M. Bverly, Technical Writer Consultants, Inc. Susanna Hornig, Technical Writer Virginia Newman, Graphic Artist Marcia McNulty, Typesetter Mildred Miller, Typesetter Jaki Reed, Typesetter Lela Lira, Office Technician Marty Cox, Office Technician P:CR TABLE OF CONTENTS I.SUMMARY 1 II. INTRODUCTION 1 III. FINDINGS IN SOOS CREEK BASIN 2 A. Overview B. Effects of Urbaniz tion 3 C. Specific Problems 4 1. Bank failures 4 2. Channel erosion 4 3. Flooding and otential flooding 4 4. , Stream habitat 4 t IV. RECOMMENDATIONS 5 A. Inform appropriate governmental agencies of 5 the reconnaissance findings B. Reevaluate specific surface water management 5 - policies C. Prepare a comprehensive basin plan 6 D. Construct the capital improvement projects 6 E. Maintain or enhanc instream and riparian habitats 6 V. MAP 7 APPENDICES: APPENDIX A: Estimate Costs A-1 APPENDIX B: Capital Improvement Project Ranking B-1 APPENDIX C: Detailed Findings and Recommendations C-1 i J I.SUMMARY The Soos. Creek Basin_ i located north and east of the Green River in King County. While the 'southern and eastern portions of the basin are rural, the remainder is a rapidly expanding suburban community. This development pattern has not caused serious environmental damage or flooding, however, due to highly pervious soils, an extensive network of streams and wetlands that provide natural storage for stormwater runoff, and the fact that development haS only recently accelerated in this basin. Although the overall.sev rity of problems in the Soos Creek Basin was not peat at the time of reconnaissance, severa significant problems were identified and should be addressed. These include bank failures, channel erosion, flooding in some locations, and poor stream habitat. Recommendations to add ess these problems include efforts to 1) inform appropriate agencies of the reconnai nce findings, 2) reevaluate specific policy issues regarding the • management of surface water, 3) prepare a comprehensive basin plan, 4) construct the capital improvement prof evaluated with citizen advisory committee criteria, and 5) maintain or enhance hab tat throughout the basin. II. INTRODUCTION:ory and Goals of the Program In 1985 the King Coun Council approved funding for the Planning Division (now called the Natural Resources and Parks Division), in coordination with the Surface Water Management Division, to conduct a reconnaissance"of 29 major drainage basins located in. King County. The effo began with an initial investigation of three basins --Evans, Soos, and Hylebos Creeks -- in order to determine existing and potential surface water problems and to recommend action to mitigate and prevent these problems. These initial investigations used avails le data and new field observations to examine geology, hydrology, and habitat conditions in each basin. Findings from these three basins led the King County Council to adopt Resolution 6018 inf April 1986, calling for reconnaissance to be completed on the remaining 26 basins. The Basin Reconnaissance Program; which was subsequently established, is now an important element of surface water management. . The goals of the program are to provide useful data with regard to 1) critical problems needing immediate solutions, 2) basin characteristics for use in the preparation of detailed basin management plans, and 3) capital costs associated with the early resolution f drainage problems. The reconnaissance reports are intended to provide an evaluation of present drainage conditions in the County in order to transmit information to policymakers to aid them in developing more detailed regulatory measures and specific capital'improvement plans. They are not intended to ascribe in any conclusive manner the causes of drainage or erosion' problems; instead, they are to be used as initial surveys from which choices for subsequent detailed_engineering and other professional environmental analyses may be made. Due to the limited amount of time available for the field work in each basin, the reports must be viewed as descriptive environmental narratives rather than as final engineering conclusions. Recommendations contained in each.report provide a description of potential mitigative measures for each particular basin; these measures might provide maximum environmental protection through capital project construction or development approval conditions. The appropriate extent-of such measures will be decided on-a case-by-case basis by County officials responsible for reviewing applications for permit approvals and for choosing among competing projects for public construction. Nothing in the reports is intended to substitute P:SCB 1 Soos Creek Basin continued) for a more thorough environmental and engineering analysis possible on a site-specific basis for any proposal. IIL FINDINGS IN SOOS CREEK BASIN Reconnaissance in the Soos Creek Basin was conducted in November 1985 by Ray Heller, resource planner, Randalil Parsons, engineer,.and Don Spencer and John Bethel, consulting soil scientists. Their findings and recommendations are presented as follows. A_ Overview of Soos Creek Basin Geographic and land use features. The Soos Creek Basin is located north and east of the Green River in the eastern portion of the Soos Creek Plateau Community Planning Area. The basin is situated east of the city of Kent, northeast.of Auburn, and southeast of Renton. The city of Seattle's Lake Youngs watershed is included in the Soos Creek Basin. The south and east portions of the basin are rural in character, with the north and west portions comm tied to a suburban development pattern that includes subdivisions. and scattered single family homes. The 1985 King County Comprehensive Plan shows areas east of Big Soos Creek (in the northern part of the basin) and south of Lake Youngs with "rural development" designations that specify 1-5 dwelling units (DU) per acre. The southern area to the east of Soos Creek and north of the Green River is designated "transitional." This interim designation will limit development to rural- residential densities until such time as rural/urban designations are made through I updated community plans. The King County Parks Department owns more than a five-mile stretch from Southeast 192nd Street to Lake Meridian, along Big Soos Creek. These presently undeveloped park lands are mostly wetlands and lie within the 100-year floodplain. Major geologic, hydraulic, and hydrologic features. The Soos Creek drainage area is a tributary basin to the Green River basin. The area is part of the Puget Sound lowlands and is characterized by a glacial drift plain, covered by small ridges and rounded hills that were formed by,continental' glaciation. While the Soos Creek Basin is moderately developed, the degree and amount of channel erosion, slope failures, and other forms of geologic and hydraulic damage are far less than might be expected. Artificial conveyances are also still functioning in this basin as they were originally designed and intended. These conditions may be explained by three main factors. First, there is a very effective natural retention and detention (R/D) system provided by an extensive network of 52 wetlands and numerous major and minor streams. Most of the wetlands are located in the northern portion of the basin in the upland areas as well as adjacent to streams. Big Soos Creek originates in the northeast corner of the plateau and flows southeast to .the junction of Little Soos and Jenkins Creeks, then curves west at its confluence with Covington Creek. Big Soos Creek joins the Green River east of Auburn near State Road (SR) 18 at 160th Avenue SE. These wetlands 'and streams appear to be functioning well as stormwater control facilities for the current levels of development, as well as serving to prevent damage from surface water runoff. P:SCB 2 Soos Creek Basin continued) x Second, the soils in the upland areas generally have a high infiltrative capacity, particularly in the uthern portion of the basin. Stormwater is absorbed into the ground at these.locations before it can cause erosion or other damage. Third, development in the basin has.only just begun. Properly functioning wetlands and streams have not yet been altered, nor have well-draining soils been covered by impervious surfaces to any great extent. Maintaining these properly functioning drainage systems should be a goal in this basin and will be the focus of recommendations made later in the report. Habitat characteristics. The habitat of Soos Creek Basin is generally good and supports large populations of both native and hatchery anadromous fish. The source of the hatchery fish is a State facility near the mouth of Soos Creek. Cutthroat trout reside in stream waters, and anadromous fish spawn and travel in many of the tributaries and the main stem of Big Soos, according to field observations and reports from local residents at the time of reconnaissance. Habitat is being damaged or threatened in some places by bank erosion and degraded water quality associated with land clearing, livestock feces, and wetland filling for development. One of the more serious instances of habitat-threatening erosion originates at the parking lot of the Seattle International Raceway (SIR), which is located on the plateau in the lower portion of the basin. Drainage from the paved parking lot is increasing,erosion in nearby tributaries and filling spawning gravels with sediment. Appendix C of this report identifies site of habitat damage or potential damage. Further water quality information related io habitat in the basin can be found in the Critical Stream Inventory of Soos Creek, published by Metro. B. Effects of Urbanization Low levels of development in most parts of the Soos Creek Basin, together with a well-functioning natural drainage system, have kept serious erosion, sedimentation, and habitat damage to a minimum until now. However, the present and projected rates of... development indicate that there could be increasing amounts of damage, as suggested by the types of problems observed during reconnaissance. The expansion of impervious surfaces in the basin is already beginning to accelerate the rates and volumes of stormwater flowing into (and reducing the capacities of) both natural and artificial channels. Impervious surfaces are also reducing the amount of highly pervious soils available to absorb runoff. The predictable impacts are already in evidence: erosion, mass-wasting, sedimentation, and degraded water quality and other habitat destruction. The following section provides a more detailed account of problems found during field investigation. C. Specific Problems Identified The study team examined numerous sites along the main stem of Big Soos, Little Soos, and West Soos Creeks, as well as 21 small drainages tributary to these main stems. Several of the most significant problems found during reconnaissance are described below. P:SCB Soos Creek Basin continued) i 1. Bank failures. On Tributary 0072A, river mile .30, for example, there exists a major bank failure triggered by bank undercutting. The source of the problem appears to be increased runoff from street construction. Unless flows are intercepted an redirected to storm sewers or other facilities, there will be increased bank erosion and consequential deterioration of, property and stream habitat. 2. Channel Erosion. This includes both instream and bank erosion caused by large volumes of ruI off emerging from storm drains and washing away highly erodible soils. This crates a new, deeply incised channel that enlarges over time. One example of this problem occurs on Tributary 0072 near the SIR in the lower . part of the basin. Large expanses of pavement at this location have contributed to high volume flows and channel erosion. 3. Flooding and potential flooding. In numerous locations, development has increased the a mount of runoff entering existing drainage facilities or otherwise impeded the ability of natural systems to carry the amount of runoff. When drainage systetts fail to function as they were intended, flooding can occur. Increased development without concurrent increases in drainage facilities adds to the possibility that serious flooding will occur. On Tributary 0092, river mile 1.20, for example (collection point 11), the Little Soos has been contained and manicured as it passes through a developed plat. Such alteration to a natural drainage channel reduces the stream's capacity in places. The result has been the regular semi-az4nual flooding of some homes. Further development could aggravate the I kinds of flooding problems. 4. Poor stream h bitat due to: a. Lack of overhead canopy and streamside vegetation. Overhead canopy stabilizes water temperature, while streamside vegetation protects banks from erosion. b. Contamination by livestock feces. In areas of the basin where livestock have extensive access to streams, water quality has become degraded by animal feces. These cause harmful nutrients to be added to the water which can threaten ish survival c. Erosion. Streambank and channel erosion, already described above, is caused in part by livestock access. On Tributary 0073, river miles 3.60-4.70, for example, there exists poor stream habitat because livestock have trampled and denuded banks of vegetation; this has led to, the sedimentation of spawning areas and caused turbidity. IV. RECOMMENDATIONS FOR ACTION The following recommendations are based on findings of the field team and reflect the original goals of the Basin Reconnaissance Program, as outlined in -the introduction of this i report. A. Inform appropriate governmental agencies of the detailed findings from the reconnaissance of this basin. Project representatives should meet with staff from King P:SCB 4 Soos Creek Basin continued) County Roads Div sion, Surface Water Management Division, Building and Land Development, and other interested agencies to transmit relevant information. B. Reevaluate specific policy issues regarding surface water management. These may include the need t : 1. Improve enforcement of wetlands regulations to maintain these areas in their natural statesfl This will insure their continued function as surface water quality and quantity controllers, as well as preserve their habitat value. If regulation proves ineffe tive, the County should secure easements or consider other means to preserve etland areas. 2. Require the establishment of undisturbed buffers and setbacks adjacent to natural drainage swal s. Variations in stream morphology and geology indicate the need for stream corridor guidelines that take these into consideration. Improve enforcement of "no clearing" covenants in• these sensitive•areas or seek County easements or actual ownership. Fencing along streams in livestock areas would help water quality and reduce erosion and sedimentation. 3. Investigate and promote the infiltration of surface water where feasible and economical to reduce increased runoff from developed areas. Also, encourage the use of grass .ales and open ditch conveyance systems to improve•infiltration.and water quality nhancement capacity. Areas of high filtration are identified on i final display aps (for the Basin Reconnaissance Program) in the offices of Surface Wate Management, Building and Land Development, and Basin Planning. 4. Require the ghtlining of storm-drainage outfalls down steep or sensitive slopes using-s ate-of-the-art facilities, including high density polyethylene pipe with energy dissipa ion at the outfall. 5. Reevaluate st rmwater rate and volume release regulations for new developments. Current regulations may be inadequate and result in unacceptable downstream erosion that causes•property damage and loss of habitat. 6. Increase current maintenance levels for King County surface water R/D and conveyance facilities. Due to the lack of funding, maintenance of existing r facilities is sometimes insufficient and results in facility dysfunction and failure. - These will only be aggravated by additional upstream development. 1 P:SCB 5 Soos Creek Basin continued) YF C. Prepare a comprehensive basin plan to consider, at a minimum, the need to: 1. Enhance and tilize the extensive existing wetlands as regional storm-detention facilities with ut jeopardizing habitat values. Prepare a schedule for the anticipated ne d for these hydrologic enhancements as they relate to projected development i the basin and impact the wetland ecology. 2. Examine g storm-detention and conveyance facilities to determine whether their control rifices are properly sized to optimize the detention site and achieve the maximum benefit to the downstream systems. 3. Establish fl plains in low-lying areas of slight- gradient for existing and developed run ff conditions, i.e., adjacent to wetlands, particularly for wetlands proposed as regional detention sites where inundation of adjacent properties may be significant. 4. Identify reaches critical to the maintenance of anadromous and trout populations. S. Review geologic findings from this study in order to.identify areas of particular soils' sensitivity and develop special analysis criteria for new developments. D. Construct the capital improvement projects according to the UP priority"selection criteria. These projects,.:identified in Appendix B of this report, include projects to: 1 Calibrate an retrofit existing detention-control structures.and to improve existingPo conveyance sys ems. 2. Stabilize chani1eis and slopes. 3. Provide regional detention facilities, including the utilization of wetlands, where biological asse I ment has determined that the natural habitat values will not be significantly al ered. E. 'Maintain or enhance the instream and riparian habitats. 1. Maintain wetlands and buffer-areas around them. These provide both valuable wildlife habitat and natural stormwater storage that helps to maintain year-round baseflows in tl•e stream. 2. Adopt a streain-corridor policy in the Soos Creek Community Plan to protect the stream corridor from damaging types of land uses in adjacent areas. 3. Encourage the Washington State Department of Fisheries to allow use of the natural stream system for salmon spawning. Maintain a natural run of all the indigenous anadromous species. 4. Prohibit filling in the WO-year floodplain. The County should establish regulations to prevent the loss of floodplains in order to maintain their natural storage for floodwaters and guard against degradation of important fish and wildlife habitat. P:SCB 6 1\.\ f..•:-\.: f.,...,• 1.. si ll4 iC 0 -•.::',.:.-,.„• 7.../...:•; r The S\2 il 1 . • . - :.-\, e i - ii.4-...,,i . r., , f... SOOS CREEK BASIN 1--1-1-;'' i lit.ST srFairwood----I4 >.,...f.ta.....1.1 I-- du`...1,„ ,4! sr` : d\- „ 4;': 4 !...41„----) u-i,:i; s ... ----.. 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SE.. t 2.t,..S 71- - 4E22o s•b 41g• iu,•,EA..,•i" t... 5. it. 4•E6, r4eA:,•. 1: f IONYl•Ak:.it-:,mKnO1i:,)o. b(,"EYtori4t.,-t,,t'--<ke, 0,.v ,09 A . 4• 0-M t,-.-•...=.--,_._ 1 4 1... 1_-1-1 -7' F ' .0•• \ e; HI -... ° .t.- e 7'......r•••••ti 1 'NIP. n, • as,s SE 226 .1ST 's' . i 7.._. • I :41 PARK nARD k...._,4›:17.- : • --...• 0 0 .• ----L.-a?' g , •-•-- r '•i:-•- -E,10 •:...NN •"' o''''.' _.•?; i,,,,,..- .5412 2-- it11-7 :11IM•• •------9 'El•- • • •Eri. ' il . 4 . 10..., 4 " , ,,......,1 I.-.1 r- •..• ,... 1 '•1 --r ill' ts,2 2 s••".. •••-.. 1-j...,-..k '- \ ,.... 2.1„. 1:'''',"•;4-*.. -1 6 .-1 1 • *.>--i.51: PI ‘ N, FAL '.. !',' Asy 4 Li I Cif') I 3:.:'IC S'- •i' .Y.z ''''I LI I---- g SoosIdIP Rd\ '>'ST '64 •• .....• le.';',....,'-'-:"'::f:::.::::-i4.:',:..;5.'". <1--, • ''.. ''''\ ' .lei i, 1 Bi \ < I 1.0 7... rt,?.-,:;,,-r.-.:e-:''•••'••‘•... S.,...E.‘r1.. 111''.11 I:.'rz, ifi§ Ii1l::• t, a'..,- lc• a gik•„l. 4a..,.• i.•. t•.. l....-••. 1F1i1-' I. I 3.•.;°I• 1\.., t l, r, sE' re,‘,,:,;,,, f:,.A,.,,J/ kC..,.,.‘. 4, V'\P 4'`' 1 i0 7 t',1., 1• 1 i t_. 5 4•8..• i• 5 • 0•••.•'0••/ 4l.iP p.,.,.•.-1ect T I . 1 1. . H , Meridian O os t • e 1 0 5417 O •SE23t 1-8 I r.„:,...,.:.fr.:, :•.„-... :II 4 ;''.:14,1,. ,.....,,orN ;i 1\ •,,>I ‘4. 2, i •7 -I 0, ' ° -• I si•)-%-. • '• ' ••' I I 1 1 4. 2@i !-- OF- .II-;.•,-- -•-, i = , III•••: i 'ilf:J/ - E.I ,Eiei 1 I -•L..1 ,igoi,-. 4 \ . r..,,f,44.'_, ',,:.•. . ••:".• 1 :•;',' •' OH. • """) ' - tO 'I..• 1 1. I.,:; ff I' . 1 :•- .,.I.:„.',1,:. li o tS' 0 61 A6111, 1\ ile6r--- - iii , - 1 ...1;4,k.;',....-' ''''-'I '''''''''• - X \C) 5402 ''' \ 1-• 'el -k 1 11)1"• •••1. r--• 1 f I 1 1--T-..-• \RI 1 I 1 •-•4 • \ I 1 I...--• 410 i.j 1 • • ' , '''. 1c'rn''1 n._!__,63 Tr_ •g•• .....i":1.;'.....H... i .• ST,2_4_. ..'.."...Att:.-:::-.' . Li 4 l....n. i.... 1 P'1 4_3_1114., • .i.: t-.. 1. ,•;, NI' k rS_T_I • r 1-. 1i,,, --. I 1.1 -.4 Meridian \-1 ••• . 4111g or Ls .• -0 St. _!_....-_- E, eel PI E • % f. • i• . iii-C- a 270 . I ' .. 7 1 ---- Al41 . --f-Pe-. - 1 .4 : 1•;\ 1 ''' ...- ' •••• • 1..... 1,r... t . 1 .ly l* ' i ;"1 • *• ••• .1111 l• .0, 'P P- 1 Covington SE En ST lig. 4 .•-•". 0 '1 tt4I 'I. 11.•••16:A1.E-. 2a._._.§:r-4 2' i'--• ;-f •- ,,,N ...._ f,', •-•‘..---.. .! _...rI1 :".44_1;1• . .•N., 05'. ILIr,Icr I 12...Lrlifi ' • \-\ .. :11 . ;-i. :41 ''.• SE 1 '•1 ii a c"1 PI IC To S--...8-.--169: 2'c'!` al::- 7771 sE xxs. sT lamar,.j._ = s. g coos r • sw. }.sT I SOOS CREEK BASIN sRll W Ww I SE ....._}HT .._.._ST...__...._„ R' "'ill x t-. - 1,,•• it-,„I T t i I r - t "•.y I Basin Boundary L SE xu ••• Wl •. Meridian. if 4 ` Collection Point Boundary r :.::.....:: 15 8 Collection Pointai11nt; xx Coll tE i.. 4 A, I , 00721''`.:`'::1 _ , 'E. )' I• ,, i 7I •. ,T.. •7 * 5401 Tributary Number r : '.. ....;•... :'••••" 1 n E I.Proposed Project 9,5402 w _ .I R W w 1 w„:.-i l ca e x I I sTT t':1 b>: r a' E 46 fit.:< .:._' _:__::: r1 1 SE x61 S I > S ._.— I...:. Q I +I tee.-._ : ...! \ 1 y' EI I P_ i T SE- T^•'•'I\ La4 sT I ••U ( • <I 1 1' y a} s . < s 0 \ r: L • y9 ••- J Rs% `^se —_- 1.r y 4•i PI ii,, JY V 1 L:. tY - sE },4 sT 1 a wr a ... l l ^ , i -i • 6 i CoVington sE xu sr t W sE ii: sr .... •• ; WI ..,•i•••••#• i- To SR I. I It IJ•' r•n , < - f •S 7 SE R•STj II c sw' uST I wI SE-F" I I .11t P PINE lie,•._ it- ::\/- w AVE~: •,.4\,,•.. OSV,>3 I •• te.%4 , •• ' e 1 3.• d 401 xER SI L.._ _ E..._zex•s __ > E...., 718 4....z.:. 56 8[ 491\ .0 4 cy w, impti- 1015psE 8•' ySE}66 Sr . .o/ //ti,^91b -. 1 5^E 464 4-,TT S--••4Es srlb S f _ Joe Arb itP.•iiip .*/ .. Th .. li 1 1/4.4 i X I Le al ..J.S.. i .: • I • r },. I i 7t ST LEA w: • ail HILL e . T, Y SE J:0 ST •• O t-' .•• STl iiiw x to rc40 I MMM•..•.•.II!!!"' lJl"" j ae, o / R L'u. p l f- •7-.. w I JV1 R....•a.,l.i/ - 4 r 9E`..,.v I Se }xO ''_i ii'ij sr A8Heights1Lq o f II ii —j O o 4. F('46 C EN RIVER JrPr' I—j.]_" E;<)MM ITY COLLEGE SE i •, 00: (& wlE 1-.... Nei ti Mooney 7I y.,, P-, -- EAST IH La 4r1 en ......\ GREEN • ,/O E•4e FIRIVERAtnWI ••r- ryy,, CELL Rog' mil/ S[•L sT • w . \ E. el Qar) Z xE r stes rde 1 J s n ST i 1 tyro Mow?. sE M. s • m 1 Won. APPENDIX A ESTIMATED COSTS: PROPOSED CAPITAL IMPROVEMENT PROJECTS SOOS CREEK BASIN Indicates project was identified by the Surface Water Management Division prior to reconnaissance. NOTE: All projects are located on map included in this report. Project Collect. Estimated Costs Number Point • Project Description Problem Addressed and Comments 5401* 20 Construct low berm (approx. 2') and Mitigates increased upstream peak 153,000 proportional discharge-control weir flows and runoff volumes. likely to be much at outlet to wetland. (This project less due to land is independently justifiable.) Wetland acquisition cost) rating is #2. Biological assessment is needed to assure this project does not decrease habitat values. 5402* 9 Excavate and berm to construct regional Mitigates increased upstream peak 194,000 facility at. lower end of wetland. flows and runoff. This location •serves dependent'on land Provide proportional weir discharge. Trib. 0073 and 0076. (Good location.) costs) Wetland rating is #1. Biological assessment is needed to assure this project does not decrease habitat values. 5403* Could not locate or verify. Address in basin plan. Eliminate for now.) 5404* 17 Construct a proportional control weir Mitigates increased upstream .peak flows 250,000 Wetlands 4416 • at SE 224th St. bridge. (Project should and runoff. (First site that could be justified by a future basin address flows south of Petrovitsky.) plan.) Wetland rating is #2. Biological assessment is needed to assure this project does not decrease habitat values. P:SCB.APA A-1 Project Collect. Estimated Costs Number Point Project Description Problem Addressed and Comments 5405" 19 Construct berm and proportional control Mitigates increased upstream peak 98,000 weir in Boulevard Lane Park. (Project flows and runoff. should be justified by a basin plan.) Wetlands rating. is #1 Biological assessment is needed to assure this project does not decrease habitat values. 5406* 12 Construct outlet-control structure Mitigates increased upstream. peak 17,800 Wetland 5444 at existing culvert passing flow flows and runoff. May provide under SE 256th St. (Project would extra detention to assist in be independently justifiable.) Wetland alleyiating capacity problems far rating is #2. Biological assessment is downstream:- needed to assure this project does not decrease habitat values. 5407 15 Construct .a berm and proportional Mitigates increased upstream peak 228,000 Wetland 5420 discharge weir at outlet of existing flows and runoff. wetland. (Project should be justi- - lied by a basin plan.) Wetland rating is #2. Biological assessment is needed to assure this project does not decrease habitat values. 5408* 13 Raise the SE 240th St. roadway .Mitigates increased upstream peak 70,000 approximately 2' and construct a new flows and runoff, (Good location.) bridge with proportional control weir. Project should be justified by a basin plan.) Wetland rating is #2. Biological assessment is needed to assure this project does not decrease habitat values. I':SCB.APA A-2 r ' Project Collect. Estimated Costs Number Point Project Description Problem Addressed and Comments 5409* 13 Construct berm and proportional control Mitigates increased upstream peak 221,000 Wetland 5433 weir at outlet to Clark Lake. (Project flows and runoff volumes. May depending on landcouldbeindependentlyjustified.) provide extra detention to alleviate costs) Wetland rating is #1. Biological capacity problem downstream. assessment is needed to assure this pro- ject does not decrease habitat values. 54-10* 8 Construct central manhole at outlet Provides continued detention for. 28,000 Wetland 5488 -of existing pond. Dead storage should mobile home park plus small amount be maintained for aesthetics. (Project of additional area. seems of very limited value.) Wetland rating is #2. 5411* 18 Small wetland located near top of No project proposed. Maintain - Eliminate for now.) Wetland 5476 subbasin; maintain condition as is. wetland in its existing state. Wetland rating is .#2. Biological assessment is needed to assure this projet does not decrease habitat values. 5412* 16 Construct berm and proportional control Mitigates increased upstream peak flows 246,500 Wetland 5480 weir at outlet to wetland. (Project and runoff. dependent on land should be justified by future basin costs) plan.) Wetland rating is #2. Biological assessment is needed to assure this project does not decrease habitat values. 5413* 3 Construct.berm and proportional control Mitigates increased upstream peak 193,600 Wetland' 5477 weir at outlet to wetland adjacent to flows and runoff. (May not be as dependent on land SR 18. • (Project should be justified by desirable as Projects 5419 and 5420.)costs) future basin plan.) Wetland rating is #2. Biological assessment is needed to assure this project does not decrease habitat values. P:SCB.APA A-3 Project Collect. Estimated Costs Number Point Project Description Problem Addressed and Comments 5414 2 Construct berm and excavate to Mitigate increased upstream peak flows 469,000 provide additional detention volume, and runoff. Reconstruct discharge from Construct a control manhole. (Project SE 320th St. to stable outlet. (Justifiable is independently justifiable.) immediately due to impacts on state fish hatchery.) 5415 1 Construct tightline system in Prevents further road embankment and steep 15.6,000 existing stream channel. (Project cut-bank failures. (Justified immediately is independently justifable.) due to impacts on state fish hatchery.) 54I6 11 Construct new landscaped berms adjacent Prevent neighborhood flooding, which to existing privately owned and main- jeopardizes 3-4 homes by containing stream tained stream channel to increase as it passes. through plat. (Justifiable capacity and prevent neighboiIh immediately as situation will only worsen flooding. (Project is independently with upstream development.), just ifable.) 5417 13 ' Raise 148th Ave. SE roadway approx. Eliminate seasonal flooding of roadway 223,000 1.5' and construct proportional control and mitigate increased upstream peak weir at SE 256th bridge. (Project is -flows and runoff. (Justifiable immediately independently justifable.) due to flooding Of roadway.) 5418 € 18 Construct control weir at bridge on Mitigate increased upstream peak flows 88,700 SE Lake Youngs Way. (Project should and runoff. be justified by future basin plan. 5419 10 Construct proportional weir at existing Mitigate increased upstream peak flows 138,0.00 bridge. (Project should be justified and runoff volumes. (Site appears more dependent on land by future basin plain.) desirable than 5413 due to ease of use costs) access.) 5420 I I Divert excess flows from Little Soos Mitigate increased upstream peak flows 88,500 into abandoned borrbw pit for infiltra- and runoff volumes. (This is a highly Lion. (Project should he justified by desirable alternative due to groundwater future basin plan.) recharge and quality control.) P:SC I3.APA A-4 C . APPENDIX B CAPITAL IMPROVEMENT PROJECT RANKING SOOS CREEK BASIN Prior to the Soos Creek watersh d field reconnaissance, 13 projects had been identified and rated using the CIP selection criteria developed by the Surface Water Management (SWM) Division and the Natural Resources and Parks Division. Following the reconnaissance, 20 projects remain proposed for this area. They include the 7 new, previously unidentified and unrated projects plus the initial 13 projects. The previous SWM capital impr vements project list for. the Soos Creek Basin had an estimated cost of S3,450,000, whi e. the revised list decreases to-an estimated cost of S2,622,000. This 24% reduction in estimated capital costs is due mainly to downward revised cost figures for acquiring or securing easements over wetlands. The following table summarizes the scores and costs for the CIPs proposed for the Hylebos Creek Basin. The projects were rated according to previously established SWM Program Citizen Advisory Committee crite 'a. The projects ranked below are those for which the first rating question, ELEMENT 1: 'GO/NO-GO," could be answered affirmatively. The projects can now be considered for mergijtg into the "live" CIP list. Any project scoring over 100 points should be considered for incorporation into the six-year CIP plans. t RANK PROJECa NO. SCORE COST 1 5415 135 156,000 2 5417 127 223,000 3 5407* 113 228,000 4 5414 105 169,000 5 5409* 100 221,000 6 5416 98 68,400 7 5402* 95 194,000 8 5401* 59 153,000 9 5406* 33 17.800 TOTAL S1,430,000 Indicates project was_identified by SWM prior to the reconnaisance. APPENDIX C DETAILED FIN1 1NGS AND RECOMMENDATIONS SODS CREEK BASIN All items listed here are located on final display maps in the offices of Surface Water Management, building and Land Development, and Basin Planning. I'rib. & Collect. Existing Anticipated Item' River Mile Point Category Prop. Proj. Conditions and. Problems Conditions and Problems Recommendations I 0072 1 Ilydrology See Item 6. Main stem will be strained to New developments in upland area RM 2.84 accommodate increased volume should investigate infiltration of of runoff from developing runoff as much as possible. Direct areas upstream. Bank erosion discharge to stream, after tightlining causing increased siltation •down sensitive slopes, is undesirable and habitat destruction) and last choice" alternative. slope failures (leading to property damage) will result. 2 0072 1,3,10, habitat • Habitat of upper stream More filling of wetlands.• • Prohibit filling within 100-yr. RM .60 13,17, good from buffer of exten- Sediment. from adjacent devel- floodplain or in wetlands. Work with 18,19, sive wetlands and mainten- opment will fill portions of.landowners to fenceg alongside stream . 20 ance by County Parks Dept. wetlands and stream channel to keep farm animals out. Problems on 562 acres of due to.low gradients. More wetlands include illegal •debris, pollution, and flood- filling, livestock-related ing will result from additions bank erosion, debris in development. stream. There is a greater degree of development adjacent to stream. Main stem provides important . rearing habitat for salmonid species. P:SCB.APC t:-1 Trill. & Collect. Lxisting Anticipated Item River Mile Point Category Prop. Proj. Conditions •and Problems Conditions and Problems Recommendations 3 0072 1 Geology Soos Creek meanders on a Unstable soils and wet con- Future construction should receiveRM .60 . wide alluvial plain, Hum-ditions on valley slopes. close study for stability and mocks on valley walls and erosion potential. pistol butt" tree trunks suggest colluvial creep. Numerous springs with silt/ clay lithology. 4 0072 1 Habitat Dam on main stem impounds Increased flows will result Develop basin plan with_computerRM. .60 fishfor state fish in more flooding and potential simulation•of stream flows to give hatchery. No problems bank erosion. complete analysis in lower portion observed. of Soos Creek. Also include Jenkins and Covington Creeks. 5 0072 1 Geology Erosional chute 6' deep Ilighlights severe erosional Recessional sand deposits - RM 1.70 emerges from runoff of potential of this recessional in sections 2, 3,. 10, 11, 14, 15, 16, Seattle International Road- sand unit and impact of un-21, and 22 of T21 N, R 5 E are way (SIR) parking area. controlled runoff. highly sensitive to erosion. Require Lithograph is loose, strati- hydroloic and geotechnical reveiw fled recessional sands. for design, adequacy, and.suitability Large slide induced north of collection and conveyance facili- of railraod right-of-way. ties for all runoff from SIR, as well as existing and planned develop- ment within boundary of collection area. Require implementation and compliance if no facilities exist. • 6 0072 1 Geology Main stem of Soos Creek is None. None. RM. 2.50 25'. wide with well-developed gravel bars. Terraces suggest occasional flows 2" above current level. P:SCB.APC C-2 frig. S: Collect. Existing Anticipated Item River Mile Point Category Prop. Proj. Conditions and Problems Conditions and Problems' Recommendations 6 .0072 ' 1 Geology Main stem of Soos Creek is None: None. RM 2.50 25' wide with well-developed gravel bars. Terraces suggest occasioanl flows 2' above current level. 7 0072 1 Geology In vicinity of private foot Continued medium to large None. RM 2.60 bridge, medium to large failures into creek. bank failures occur in silt/ clay-rich colluvium. Causative mechanisms include undercutting and reduced shear strength owing to abundant springs and seepage 8 0072 1 Habitat Private landowner has Fill and riprap will shift Restrict filling and riprap in RM 2.60 • placed riprap• for 150' on stream onto opposite bank, natural meander of floodplain. If left bank. resulting in increased. bank property in danger, consider pro-. erosion. tective measures along streambank such as riprap. 9 0072 1 Geology 30" diameter CMP with Continued maintenance. . None. RM 2.65 erosion. in recessional sands. 10 0072 3 Hydrology 5413 See Item 6. Main stream will be increas-New developments in upland area RM 2.84- ingly strained to handle should investigate infiltation of 5.85 higher volume of runoff from runoff as much as possible. Direct- developing areas. Bank ing discharge to stream after erosion anticipated, causing tightlining down sensitive •slopes habitat degradation, slope is undesirable "last choice" alter failures, and property damage. native. P:SCI3.APC C-3 TM 1 I'rib. & Collect. Existing Anticipated Item River Mile Point Category Prop. Proj. Conditions and Problems Conditions and Problems Recommendations 11 0072 3 Geology West of confluence of Creek blockage and threat to Recessional sand deposits in sections RM 4.20 Jenkins and Soos Creeks, property near edge of bank.2, 3, 10, 11, 14, 15, 16, 21, and 22 200' of sloughing in of T 21 N, R 5 E are•highly sensitive recessional sands and to erosion. Identify discharge gravels in 40'-high bank. sources and evaluate adequacy and Cause appears to be overbank suitability of collection and convey- discharge. ance facilities. Require compliance if none exists. 12 0072 3 Habitat Stream habitat appears to ' None. None. RM-4-.20 be in good condition on this steeper portion of the stream. Riffles common, with some pools. Stream- side vegetation and over head canopy both abundant. 13 0072 3 Geology Near bridge, stream flows Increased future flows could Development detention for RM 5.80 through wooded wetland. overtop existing berm struc- tributaries upstream. tures and flood adjacent agricultural lands. 14 0072 10 Ilydrology 5419 Slight degree of develop- Area planned to develop only A basin plan should examine RM 5.85 ment has not caused sig- moderately; significant prob-feasibility of directing'flows from' nificant problems. South • lems will probably result Trib. 0092 at collection point 11 portion of Wetland 6430 from upstream areas tribu- into proposed R/D site at gravel and undesignated wetland Lary to this point rather pit east of 156th PI. SE. This at this collection point than from flows generated could provide infiltration, deten- provide RID for local and by runoff. tion, and overflow discharge directly upstream tributary flows.to collection point 10. Some localized bank over topping in portions of main reach, but innundation probably limited to adjac- ent agricultural land. P:SC13.APC C-4 . l'rib. & Collect. Existing Anticipated Item River Mile Point Category Prop. Pro'. Conditions and Problems Conditions and Problems Recommendations 15 0072 13 Geology At 256th crossing, wetlands Overflow between SE 148th and Perform cost-benefit analysis forRM7.20 and slow flow characterize SE 256th. grade raise and improved drainage. soils. 16 0072 13 ieology At 244th (240th) overland None. None. RM 7.95 out-of-bank flow is common; ' flooding. 17 0072 13 Hydrology 5417 Wetlands provide RID for.Flooding of roadways will Increase height of roadway embank-Main stem 5408 areas upstream and tribu- become more common and ments to prevent continued flooding.RM 7.20-7.4 tag to reach. 148th Ave.greater in extent as upland Monitor wetlands for illegal filling__RM 7.95 SE roadway crossing wetlands areas develop. and grading. in area is overtopped during high flows due to a slight elevation of roadway. Some localized bank'overtopping in nonwetland portions of main reach, but innundation limited to adjacent agri- cultural land. 18 0072 17 Geology Minor flooding in wetland Increased flooding activity Develop detention for upstream areas. RM 9.45 areas with degradation Of is likely with upstream portions of SE 224th. development. 19 0072 17 Hydrology 5404 No significant problems in No upland problems antici- Monitor areas adjacent to wetland RM 9.55 upland due to low level paled as area is planned to for illegal filling and take enforce- development. SE 224th St. develop very little more. ment action as needed for restor- road embankment is only Any developments in areas ation. approx. 2' above wetland; tributary to this subbasin may be overtopped. Periodic will exacerbate flooding of overtopping and innundation SE 224111 St. of base, deteriorating road- way where Trib. 0095 passes under SE 224th. P:SCI3.APC C-5 1'rib. & Collect. Existing Anticipated Item River Mile Point Category Prop. Proj. Conditions and Problems Conditions and Problems Recommendations 20 0072 18 Geology Soos headwaters flow slowly None. None.RM 10.50 through smooth pastureland. 21 0072 18 Hydrology 5418 Wetland 5409 provides RID Continued devclpment may Monitor areas adjacent to wetlandI2M10.78 for areas tributary to cause some localized capacity for illegal filling and take enforce- reach. Some localized hank problems in upland tributary ment action as needed for restora- overtopping in main reach areas. . Flooding south of tion. south of 204th Way, but SE 204th Way likely to become flooding currently limited more severe until upstream to adjatiil. agricultural regional detention sites land. . development. 22 0072 19 IIydrology' 5405 Wetland 5402 provides Wetlands will continue to be Legal actions pending against illegalRM12.20 natural RID to downstream threatened by illegal filling filling; seek to restore wetland to system, although its func- until effective enforcement original state. Possible opportunity Lions have been severely methods are developed, to create multi-use facility in degraded by illegal filling Capacity problems should be existing King County Boulevard Lake south of and adjacent to addressed by downstream anal- Park if need identified in future Petrovitsky Rd. and east ysis for new developments. basin plan. of SE 182nd St. Some County should coordinate capacity problems exist conveyance improvements. at undercrossing of Petro vitsky Rd. I':SCB.APC C-6 I'rib. & c_ Collect. Exist ing Anticipated Item River Mile Point Category Prop. Proj. Conditions and Problems Conditions and Problems Recommendations 23 0072 20 Ilydrology 5401 Factors explaining lack of Recent installed sanitary Protect and enhance wetland. A RM 14.25 problems in this area: sewers make it likely that high-density multi-family development 1) this uppermost subarea area will approach its may be proposed adjacent to wetland has no other tributary anticipated density soon. due to increasing development pres- areas; 2) development is Wetland will continue to sures in area. moderate and many homes arc provide adequate buffer for situated on large several- downstream system, provided acre parcels; 3) an exten- it is not degraded by illegal sive wetland (#5401) acts filling or clearing. Channel as effectiven artrral—R7D upstream ofEl d is tkcly site, as evidenced at to experience some capacity collection point. problems; these should. be •. addressed by new developments as they occur, .possibly with County coordinating a coopera- tive funding of conveyance improvements. 24 0072A 1 Ilabitat There arc several severe More development at collec-Repair erosion of R/D pond at RM 2.40 bank cuts, as well as debris tion point 2 and at Green upper end of tributary. in stream. Ilabitat for River .Community College will - Remove debris from stream. fish is poor. increase flows. Increased flows will result in more bank erosion, sediment, and loss of habitat. 25 0072A 1 Geology Drain pipe undercuts to highlights potential for Evaluate source and establish RM .25 form erosional chute. continued or increased alternate means of conveyance. Natural springs have down- erosion in loose colluvium cut 8" into soils P:SCI3.APC C-7 • . Trite. & Collect. Existing Anticipated Item River Mile Point Category Prop. Proj. Conditions and Problems Conditions and Problems Recommendations 26 0072A 1 Geology Bank failures of deltaic Increased erosion of banks Intercept Source flows in street RM .30 deposits (ancient lake) and deterioration of habitat. areas and direct to storm sewers triggered by undercutting;or suitable facilities. response to increased flows from streets above. 27 0072A 2 Hydrology 5414 • Detention facility for If not corrected, problem Construct detention facility here RM 2.10 Rainier Ridge single-family will deeply incise swale bank and direct runoff from SE 312th plat appeared to be • and transport an unacceptable St. to this location. Analysis and functioning, although one volume of material to stream design of facility 'should calibrate section of berm had eroded below. Increased runoff from existing detention facilities and severely and needs repair area soon to be developed construct retrofitting control and armor. Pipe directing will aggravate slope failures features to allow all facilities in roadside runoff from observed. Reach is of par- the subbasin to work as a complete north side of SE 320th has ticular concern due to adverse system. failed, and runoff has impacts on state fish hatchery cut ditch through vege- -immediately downstream. tation .to east, causing significant slope failure on right bank of tributary. 28 0072B 1 I labitat Culvert.under railroad is Increased stream downcutting Place strict onsite controls on any RM .10 a fish blockage. Small and resulting bank erosion, future development tributary to this ephemeral stream undergoing sidecutting, and sedimenta- drainage, since no area exists for some bank erosion due to tion,downstream will occur. regional RID. increased peak flows. 29 0072B 1 Geology Silt/clay lithology exposed None. None. RM .75 in bank. P:SCB.APC C-8 1'rih. & Collect. Existing Anticipated Item River Mile Point , Category Prop. Proj. Conditions and Problems Conditions and Problems Recommendations 30 0072C 1 I labitat Small, class 5 stream; poor Erosion and downstream Establish nonerosive stormwater RM .10 fish habitat due to small sedimentation inevitable if release rates and volumes for size. Streamside vegetation development occurs. future development. - and overhead canopy in good condition. 3I 0072U 1 Ilabitat Severe erosion, bank fail- There will be more movement Establish onsite control for SIR RM .10 tires, slides, and sediment of large amounts,of earth. stormwater. exist. There are ironfixing . bacteria from debris. Out- fall from SIR parking-lot flows into this tributary. 32 0073 1 -Ilabitat Habitat in good condition.Muddy waters on rainy day show - Retain natural stream corridor. RM ..30-.90 Nice pools and riffles. erosional problems upstream Enforce erosion control require-: some debris dams but no from collection point 5. ments for new development. fish blockages. Stream is fairly high, muddy and silty. Overhead trees abundant, as is streamside - vegetation. 33 0073 1 Geology 100- to 200-yr.-old debris•Unstable for construction. Monitor during permit review process. RM .35 flow with recognizable fan Risky. morphology emerges from narrow draw. May have been triggered by logging before turn of century. 34 0073 1 Geology Silt exposed in slope Continued bank recession, Evaluate total system flows.and, RM RM .90 i failure-induced by degrading of spawning encironment. if-prudent, develop alternatives undercutting. to instream discharge of runoff from developments. • P:SCB.APC C-9 Trib. & Collect. Existing Anticipated Item River Mile Point Category Prop. Proj. Conditions and Problems Conditions and Problems Recommendations 35 0073 I Geology Silt exposed in Continued bank recession, Evaluate total system flows and, RM .95 slope failure induced by degradation of spawning if prudent, develop alternatives undercutting. environment. to instream discharge of runoff from developments. 36 0073 1 Geology Litter and debris blocks Periodic breakout could Clean out and restore to natural RM 1.00 stream channel. trigger flooding.condition. 37 0073 5 Ilydrology Accelerated bank erosion As area above Trib. 0073 Future developments above Trib. 0073B of main channel due to develops, erosion of.swale should use infiltrative capacity of increased runoff, upstream.that conveys it will expert- . soils—nit-he area as.feasible to Trib. 0073B experiencing ence increasing capacity reduce runoff. Developments adjacent serious instability near problems. Increase erosion to main stream channel should provide confluence with main stem will occur as stream attempts adequate setbacks from slopes to due to development. (See to seek new equilibrium prevent slope failure. geologic appendix.) capacity. 38 0073 5 Geology Confluence with tributary; None. None. RM 1.60 erosional cuts suggest recent flood raised stream 3' above existing flows. 39 0073 5 Ilabitat Habitat in good condition.Bank erosion will occur from - Plant some trees in floodplain. RM .1.60 Silt in suspension; live- presence of livestock. corridor section. stock have access to stream. Put in•some drop structures to-create pools. 40 0073 7 Geology Gentle (20%) side slopes in Slight increase in high flows None. RM 21.5 pastureland. No evidence proportional to developemnt of-erosion, but flooding upstream. reported. P:SCB.APC C-10' l'rih. & Collect. Existing Anticipated Item River Mile Point Category Prop. Proj. Conditions and Problems Conditions and-Problems Recommendations 41 0073 7 Ilydrology Undetermined source produc- Localized capacity problems No regional facility proposed'for RM 2.15- ing substantial suspended will become more evident as.this tributary due to lack of obvious 3.50 load of silt in tributary. area develops. location, but basin plan.may justify St ream adequately accommo- one. dating increased runoff from upstream development. 42 0073 7 Geology Stream crossing with ninoff _ Slight flooding. Maintain distance from 25-yr. flood- RM 2.55 of 5-10 cfs. Evidence of plain using 3' above existing flows short-du-ration—flooding. as minimum guideline. 43 0073 7 Geology Evidence for sidecutting Widening and undercutting of None. RM 2.80 6" above existing flows. ' banks in response to added flows. 44 0073 . 7 Geology On till soils, 60'-wide None. Provides good index None. RM 2.95 flood plains 1.5' above for evaluation of system. existing flows with i evidence for additional 1.5' depth. 45 0073 9 IIydrology 5402 Extensive existing Wetland Filling may occur in. area Monitor wetland for filling; take RM 3.15- 5450 is currently providing along north border of action to. obtain restoration if 3.65 RID buffering the flow wetland to increase amount this occurs. Enforce wetland before it passes into of potential commercial real protection regulations. channel through King County estate. Subarea development Ilousing Authority develop- may cause localized capacity ment. problems in lower reaches. 46 0073 7 Geology In housing development, Continued erosion around Provide some armoring as bank protec- RM 3.24 erosion around culvert structure. tion (riprap). entrance 2' above existing flows. P:SCI3.APC . C-11 I'rib. & Collect. Existing Anticipated Item River Mile Point Category Prop. Proj. Conditions and Problems Conditions and Problems Recommendations 47 0073 7 Geology Peat overlies till in None. None.RM 3.55 wetland area. 48 0073 9 Ilabitat Instream habitat is poor More flooding with increased Establish more restrictive controlsRM3.60- due to lack of overhead streambed and bank erosion on volumes and rates of release for4.70 canopy and streambank will occur. developments. vegetation in some areas.Work with landowner to provideLivestockhave_access to fencing and natural vegetative stream; banks have been buffer along stream. eroded in some areas. 49 0073 9 Geology Stream occupies swale in None None. RM 4.4 rolling terrace. No erosional stress. 50 0073 12 Hydrology 5406 No significant problem's. Area planned for only slight. Future basin plan should considerRM4.75 additional development. No Wetland 5444 for detention facility problems anticipated. to assist in alleviating downstream capacity problems. 51 007313 5 Ilabitat Poor fish habitat. Small Increased bank erosion will Establish nonerosive stormwater RM .10-.30 stream with bank erosion occur. release rates and volumes for and associated pasture future developments. with livestock. P;SCI3.AI'C .C-12 I'rih. & Collect. Existing Anticipated Item River Mile Point Category Prop. Proj. Conditions and Problems Conditions and Problems Recommendations 52 0074 1,4 hydrology 5415 Mostly undeveloped; high Future development offers Construct proposed tightline project RM .30-.50 percentage of open fields opportunity to construct to prevent failure of road and pastures. Bank erosion regional detention facility, embankment and transportation of along.west side of SE 312th as undeveloped area consists material to sensitive main creek Way threatens integrity of several large, contiguous reaches. of roadway. parcels. Bank undercutting will accelerate, causing failure of roadway along 1000' of SE 312th Way if only normal detention requirements met. Increased runoff from subbasin now developing will aggravate slope failures and adversely. impact state fish hatchery downstream. 53 0074 1 Ilabitat Habitat downstream of SE Increased flows may cause Clean out debris. RM .50 312th Way. Culvert is scour and bank erosion. Provide R/D as needed at top improved from RM .50 but of ravine. only marginally. Lots of debris in stream. 54 0074 4 Habitat Ilillside and road sliding Bank erosion, sedimentation Armor stream bank and RM .60 into stream at USGS stream and road failure exist. This reinforce road. gauge at RM .10. Habitat will be a big problem with poor for fish due to debris, increased flows in future. road, and erosion problems. P:SCB.APC C-I3 I' ll 1'rib. & Collect. Existing Anticipated Item River Mile Point Category Prop. Proj. Conditions and Problems Conditions and Problems Recommendations 55• 0075 6 I lydrology Due to relatively slight No problems anticipated as :None.RM .33- degree of development, area is planned to develop1.40 there do not appear to be only slightly. any significant problems at this time. 56 0081 9 Ilabitat No major problems other None. Maintain stream corridor andRM .10 than lack of overhead canopy buffer. from loss of trees, vegeta- Encourage owner to fence stream _ _ Lion. from animals. 57 008I 9 Geology Culvert 2.5' X 2.5' passes Increased flows will have Identify hydrocarbon' source.andRM .62 under road. Irridescent minor increase in soil test to evaluate pollutants. • hydrocarbon sheen noted on erosion. Would be beneficial to isolate surface. Some minor side- livestock from sidebank "areas and bank scour noted. establish vegetation on banks for erosion control and filtration. 58 0081 9 Ilabitat Stream has been ditched Bank erosion will occur. Revegetate streamsides: RM .62 through pasture: Dirt Encourage owner to fence off stream banks exposed with few or from livestock. no trees to shade stream. 1):SCI3.,PC C-14 I'rih. & Collect. Existing Anticipated Item River Mile Point Category Prop. Proj. Conditions and Problems Conditions and Problems Recommendations 59 0091 A hydrology 5410 Lake Meridian area nearly Arca tributary to lake is Basin plan should consider RM 1.10 entirely developed with nearly completely developed,modification of Lake Meridian outlet single-family residences. so little change is antici to provide considerably more deten- Lake acts as subregional paled for system. Area south- tion with very minimal alteration receiving body is effec- - east of lake has yet to fully of lake levels. This could substan- lively buffering runoff develop and potential exists tially reduce future capacity to downstream reaches. for localized conveyance problems immediately downstream. Some potential for flooding capacity problems that should of mobile home park down- be addressed by downstream stream of lake due to analysis for new developments. possible limited capacity in pipe discharging from onsite pond. 60, 009IA 13 Ilydrology 5409 Development is causing in- Capacity problems will Construct berm and control structure RM .17- creased capacity problems increase as upstream areas at outlet to Clark Lake to possibly 2.45 and resulting increased are developed. detain" runoff and help reduce volume of runoff, acceler- flow downstream. If a high-density ting erosion of stream multi-family project is propse.d channel in subdivisions near lake, as is likely, there near golf course. would be opportunity to develop berm and control measures. Address capacity problems at Clark Lake by channel armoring or upsizing pipe. 61 009IA. 13 Ilabitat Altered portion of stream Future problems only likely Placement of some larger rocks to RM .20 due_ to road construction. to be scouring of smaller create pools and eddies. All riffles with few'or no rock during peak flows, due pools. Alder shades stream to import of rock well. P:S(7I3.APC C-15 l'rih. & Collect. Existing Anticipated Item River Mile Point Category Prop. Proj. Conditions and Problems Conditions and Problems Recommendations 62 009IA 13 Ilabitat Stream has been ditched and . More bank erosion and Stabilize bank and shade stream byRM .30 most streamside vegetation sedimentation of channel planting native vegetation. removed through golf course. expected.. Some hank erosion occurring. Very little overhead vege- tation alongside stream. 63 009IA 13 Ilabitat Good strcannside vegetative There will be additional loss Enhance use of Clark Lake as R/DRM1.20- - cover except through of native vegetation along- facility to reduce peak. flows.1.10 shopping center. Overhead side stream. More 'flooding Further restrict stormwater canopy varies by property.and erosion will occur. rate and volume realease rates. 64 009113 15 Ilydrology 5407 Moderate amount of current Localized capacity problems Protect and possibly enhance wetlandRM .62 development. Wetland 5240 may- occur in upland tributary as upper area develops. provides R/D, protecting as areas develop. Wetland, downstream channel from if preserved, will continue increased volume of runoff to provide RID for increased as area develops. No sig-flow generated by new develop- nificant problems in area. ments. 65 0092 3 Geology Little Soos Creek near north None. . None. RM .10 margin of Covington Channel. No reported or observed flow or erosion problems. a 6>6 0092 3 Geology Debris and bank erosion Increased bank erosion is Reduce storm flows by use of stricter RM .30 found. expected. stormwater controls, new R/D facili- ties, and fencing of stream. increased flows. I':SCI3.AI'C C-16 I'rib. & Collect. Existing Anticipated Item River Mile Point Category Prop. Proj. Conditions and Problems Conditions and Problems Recommendations 67 0092 11 Hydrology 5416 Little Soos Creek tributary As development continues, No apparent suitable sites for RM .35-1.69 has been contained and mani- existing capacity problems regional detention facilities to help cured as it passes through will be further aggravated by reduce flow entering problem reaches. plats. This has reduced increased volume of runoff, Address increased runoff volumes from capacity of stream in key which previously was able to new developments with infiltration areas where resultant enter groundwater system systems where feasible. Channel channel overtopping causes directly. capacity enhancement projects (such as flooding of some homes semi- Project 5416) should be constructed yearly to prevent further property damage. Basin plan should address potential of detaining runoff from upstream tributary arca to •allow for increased flows. C>R 0092 11 I labitat Instrcam habitat is good. Increased flows will cause Establish undisturbed stream RM .65 Stream corridor mostly in flooding and erosion. buffers. good condition. Manicured lawns run down to stream in • places. 69 0092 11 I labitat Some debris found in stream. Bank erosion,•flooding, and Stricter control on RID release RM 1.60 habitat generally good. sedimentation likely to occur. rates and volumes should be . established. Maintain natural buffer along most of channel. 70 (1092 14 Geology Meandering segment of Potentially unstable banks If construction were considered, RM 1.70 I..ittle Soos; possible would affect construction. recommend evaluation of soils and colluvial creep in adjacent stability of sites. sidebank areas. 71 0092 14 Hydrology Little current development. As arca develops, channel Future developments should RM 1.70- No significant problems capacity problems will become utilize infiltrative capacity Of 3.65 other than some localized more evident and increased soils to reduce increased runoff bank overtopping in portions erosion will occur as stream volumes. Provide adequate flooding of main reach. Innundation attemps to seek new equi- protection for future runoff con- will likely be limited to librium capacity. ditions. adjacent agricultural land. P:SCI3.APC C-17 r 1'rih. & Collect. Existing Anticipated Item River-Mile Point Category Prop. Proj. Conditions and Problems Conditions and Problems Recommendations 72 0092 14 Geology Potential for flooding in Possible flooding (minor). Consider upstream detention.RM 2.80 low areas; very low side- slopes. 73 0092 14 - Habitat Some debris found. Bank-erosion and sediments-Establish stricter control onRM2.80 tion likely..Y R/D release rates and volumes. Maintain natural buffer along most of channel.74 0092 16 Geology Overbank flows. Possible flooding (minor). Consider upstream detention. RM 3.35 ` V 5 0092 1-6 Habitat Lots of sand inbedload. More sedimentation likely, Establish stricter control onI2M3.40 Streamside buffer generally as well as bank erosion and R/D release rates and volumes. good. flooding.Maintain natural buffer along most of channel. 76 0092 16 Geology Resident reports trees down Some continued erosion. Some clean-out of trees andRM3.40 in stream and sidebank limited armoring of banks would be erosion evident. beneficial. 77 0092 ' 16 Hydrology 5412 Little current development. No problems anticipated • Consider Wetland 5480 .for a RM 3.65- some localized bank over- as very little additional detention site, in a future basin 4.75 topping in portions of main development is planned for plan, in order to alleviate down- - reach but innundation is this area. .stream capacity problems. probably limited to adjacent agricultural land. 78 0092 16 Ilabitat Stream ditched. Little Bank erosion and flooding of - Work with land owner to fence off RM 4.00- streamside vegetation and now "improved" pasture will stream. 4.40 no overhead canopy. Some occur. Plant native vegetation buffer. livestock-related erosion and runoff. 79 0092 16 Geology Orange,iron precipitate Some localized oxygen . Natural deposition as iron is RM 4.65 noted in stteambed near depletion of fish habitat. • , exchanged for oxygen. outlet to Lake Youngs. P:SC:B.APC C-18 l'rib. & Collect. Existing Anticipated Item River Mile Point Category Prop. Proj. Conditions and Problems Conditions and Problems Recommendations 80 0092 16 Ilabitat Iron-fixing bacteria and None.. None. RM 4.65 associated odor present. Source ,unknown. Lake Youngs release rate is minimum 2 cf. 81 0093 14 Ilabitat Very small tributary with • Erosion and flooding from Reduce storm flows by use of stricter RM .00-.$7 undefined channel in places. future development likely. stormwater controls, new R/D I habitat value for fish is facilities, and fencing of stream. low. 82 0093 • 14 Geology Poorly defined stream None. None. RM 0.35 channel with no evidence of erosion. 83 0094 13 Geology Minor sidcbank erosion Slight enlargement of Local armoring/riprap applied by RM 0.30 below convergence of two erosional features. owners would reduce impacts. culvert/creeks. 84 0094 13 Ilabitat Strcamside vegetation has There is a possibility of Provide stormwater control RM .0.30 been removed by logging. bank erosion due to increased - Establish stream corridor buffer. flows from development. Improve stormwater control; 85 0094 13 Ilabitat Important: This is a salmon More bank erosion will occur. - Encourage property owners to fence RM 1.00 spawning stream. Some bank stream. erosion probably due to live- Provide stream corridor buffer. stock. - Improve stormwater control. 86 0094 13 I Iabitat There is riverine wetland None. Maintain wetlands and stream-corridor RM 1.50 jtist east of .156th Ave SE. in natural state. t 7 Trib. & Collect. Existing Anticipated Item River Mile Point Category Prop. Proj. Conditions and Problems Conditions and Problems • Recommendations 87 0095 17 Ilabitat Small, ephemeral stream None. Encourage property owner to fence RM .35-.8S flowing through pasture. stream. I.ivestock causing bank erosion. 88 0095A 18 Ilabitat Ditched area; lots of Continued filling may Maintain stream corridor. Enforce RM .00-28 debris. occur in flood plain. • grading and filling ordinance. 89 0095A 18 I habitat Debris exists in salmon This will have minimal effect Maintain stream corridor in RM .65 spawning area.on habitat.natural condition. • 90 0097 18 Geology Stream flowing through Continuing adjustment will 'The key word is "equilibrates." RM .35 development shows minor bed occur until system establishes Disturbance of the natural system and bank erosion as stream . a mature, developed water- has initiated or induced readjustment equilibrates to new channel. course. in the bed as a function of new gradients, materials, and other hydraulic factors. In time, the stream will establish itself in another "natural" equilibrium, assuming no new variables such as added flows or alteration of channel geometry are introduced. 91 0097 18 Ilabitat Debris and fill in wetland.More filling may occur. Enforce grading and filling ordinance. RM .35 P:SCI3.APC C-20 TASK 3 FIELD INSPECTION EXHIBIT J Off-Site Analysis Drainage System Table OFF-SITE ANALYSIS DRAINAGE SYSTEM TABLE Surface Water Design Manual, Core Requirement #2 Basin: Soos Creek Subbasin Name: Southeast Basin Subbasin Number: Distance Observations ofTiO4;4**00; Drainage Component Drainage Component from Site Existing Potential Resource Reviewer,or Symbol Type,Name,and Size Description Slope Discharge Problems Problems Resident Constrictions,under capacity,ponding. Type: sheet flow,swale,stream, overtopping,flooding,habitat or organism channel,pipe,pond;size, Drainage basin,vegetation,cover, destruction,scouring,bank.sloughing, Tributary area,likelihciod of problem, See Map diameter,surface area depth,type of sensitive area,volume Ft. sedimentation,incision,other erosion overflow pathways,potential impacts O 12-inch CPEP Discharges to ditch on east side 2 0'-40'None Noted None Noted of_124th_Avenue_5.E 0 Earth-and rock-lined Through thick vegetation 16 40'-240' None Noted None Noted swale Vegetated swale Along fence,flows east 3 240'-350' None Noted None Noted Meandering stream Through wetland to Soos Creek 2 350'-900' None Noted None Noted Soos Creek Flows south 1 900'-3,900' None Noted V None Noted 36-inch CMP Culvert under S.E. 192nd 1 3,900'-3,950' None Noted None Noted Street 11699.014.doc OFF-SITE ANALYSIS DRAINAGE SYSTEM TABLE Surface Water Design Manual, Core Requirement #2 Basin: Soos Creek Subbasin Name: West Side Basin Subbasin Number: f.ar',1ii(i" 9 e:< .A, Dista-n s f is L Olieva ibnsof Fi dI s is ,r: .. L.,art:: Drama e:Component - 4Daisga•. iPon ent ,; fr mS G`Existiii Poteniar= 1Resoiirc Re l we o ry r h m ` bo r. T a:Nme andSze„ Dscri too Soe> :D>scar e' ,Problem . Pro e .:,.,. R det- W'• Constrictions,under capacity,ponding, Type: sheet flow,swale,stream, overtopping,flooding,habitat or organism channel,pipe,pond;size, Drainage basin,vegetation,cover, destruction,scouring,bank sloughing, Tributary area,likelihood of problem, - See Map diameter,surface area depth,type of sensitive area,volume Ft, sedimentation,incision,other erosion overflow pathways,potential impacts O Sheetflow from on-site Grass and brush 2 0'-250' None Noted None Noted wetlands-ontaBPA easement O Runoff passes underS.E. Culvert wasn't found. Too 1 250'-290' None Noted None Noted 184th Street much brush. Runoff ponds in low area 60'x 60'area 290'-350' None Noted None Noted Neither structures nor the road of pasture are impacted. Sheetflow across field Flows southwesterly Varies 350'-550' None Noted None Noted 5e Flows south and Through brush area and several 10 550'4,350 None Noted None Noted southeasterly back yards Grass-lined channel- 2 feet deep, 1:1 side slopes, 3 1,350'-1,650' None Noted None Noted through back yard 3-foot bottom O Thick vegetation wetland Flow joins up with Soos Creek 3 1,650'-1,900' None Noted None Noted Soos Creek Flows south 1 1,900'-3,400' None Noted None Noted OO 36-inch CMP Under S.E. 192nd Street 1 3,400'-3,450' None Noted None Noted 11699.013.doc OFF-SITE ANALYSIS DRAINAGE SYSTEM TABLE Surface Water Design Manual, Core Requirement#2 Basin: Soos Creek Subbasin Name: Northeast Basin Subbasin Number: j,1'• :.',.;:';::''''''':-11'::::,:''''''!',', :::•..'''':•'.,,:;','‘, 3•:,:.,' :4.:::: T,':. '2.'I'l':2',' '''',:''';',•';':'';;:,':':::'.': 1' 0i4ii.c.0:::C' ''0',:':!,- ;'',-:;:::-.::::: ':: ',:.::''";:::''.j., :',--; : :: .0Sk04.011 (0101414.41e,4Oi; Drainage component ::: 'C',;.;:: Drainage Component ' i'': ,' :', 17'""'::, ,:.:I'itii*SiW:, ,:.:'t,,:04:44iie' '':,'",,:-;i,.-lio"eifitc0::: ::' ::'.,:;14s:Oi,0•It'eN'T,i64•1•;*•_',C, S'14of Type,Name,L ::::4-,1)00iiiiii4, a,::,,::::` , ::',i,:\:0.00:: s rs,s1544144 ,,,', ::,.',: Problems Problems1,, ,',..tiepiiwiii ::.,L,!:::,..j:,:,:f:,,- ;;:: , t*ic*,:-,',V,;: :), ::'-',': Constrictions,under capacity,ponding, Type: sheet flow,swale,stream, overtopping,flooding,habitat or organism channel,pipe,pond;size, Drainage basin,vegetation,cover, destruction,scouring,bank sloughing, Tributary area,likelihood of problem, See Map diameter,surface area depth,type of sensitive area,volume To Ft. sedimentation,incision,other erosion overflow pathways,potential impacts O Ditch flow to north in Grass-lined, 1 foot bottom, 1 2 0-15'None Noted None Noted R.O.W. of 124thAvenue foot deep,3:1 side slop_es S.E. 0 8-inch CPEP Drains ditch and flows north to 2 15'-40' None Noted . None Noted CB 12-inch CMP CB to CB 1 40'-80' None Noted None Noted 12-inch CMP CB to CB 0.5 80'-140' - None Noted. None Noted 0 12-inch CMP CB to CB 1 140'-176' None Noted None Noted O 12-inch CMP CB to CB 1 176'-288' None Noted None Noted O 18-inch CMP CB to CB 0.5 288'-400' None Noted None Noted O 18-inch CMP CB to CB 1.5 400'-500' None Noted None Noted 18-inch CMP CB to CB 2 500'-635' None Noted, None Noted O 18-inch CMP CB to CB 2 635'-685' None Noted None Noted O 18-inch CMP Flows northeasterly across 685'-715' None Noted None Noted 124th Avenue S.E. Detention pipe Control structure on east side 715'-835' None Noted None Noted of 124th Avenue S.E. O Control structure 5 835'-850' None Noted None Noted discharges to thickly vegetated area and flows to 11699.012.doc ro.t}a rnt ,. 1"s i I e tor,r:a i •;Field tts cObsevtons`o P.. eviewer o- Poteritiaf:.:.. r 0raina 'C Y+5. J c. .:., rg a y.i.,r ..irk':: 3i%G= ,:E;-e rtn',l ms `-' R n, ,:_ r'lile sd- ize': Descri Jtiori's ASIo e,= -Disc ar r 'bleins P oS _mbol.>:c,itT. e tName-:an S .`:. ,. ,y g. _ a... F a ..,,...,..,> _., , ... Constrictions,under capacity,ponding, Type: sheet flow,swale,stream, overtopping,flooding,habitat or organism channel,pipe,pond;size, Drainage basin,vegetation,cover,destruction,scouring,bank sloughing, Tributary area,likelihood of problem, See Map diameter,surface area depth,type of sensitive area,volume Ft. sedimentation,incision',other erosion overflow pathways,potential impacts the east towards Soos Creek 14 Flow path to east to Soos Through thick vegetation 5 850'-1,200' None Noted None Noted Creek Soos Creek Flows South to S.E. 192nd 1 1,200'-5,600' None Noted None Noted Street 11699.012.doc TASK 3 FIELD,INSPECTION There were two problems observed during the resource review. Based on a,review of the drainage complaints in the downstream drainage course, there were no existing constrictions or lack of capacity in the existing drainage system. Ho ever, the field reconnaissance did find a potential lack of capacity in the existing drainage system in th southeast downstream drainage course from the project site that will be addressed in Section 3.1 below. 3.1 Conveyance System Nuisance Problems(Type 1) Conveyance system nuisance problems are minor but chronic flooding or erosion problems that result from the overflow f a constructed conveyance system that is substandard or has become too small as a result of upstream development. Such problems warrant additional attention because of their chronic n ture and because they result from the failure of a conveyance system to provide a minimum acceptable level of protection. The downstream drainage course from the southeast basin from which the project site will discharge some of its runoff, is occurring through a vegetated area between a drive aisle and an existing single-family residence. It is on a fairly steep slope. No erosion problems were noted; I however, the drainage channel or swale was not very deep and with the added flow rate potential from the project site, it (could overtop its banks and spill into the backyard of the existing single-family residence, hick it may do under existing conditions. The property owners were contacted on two separat days and.neither time were they able to answer questions about the downstream drainage co se adjacent to their property. In addition, since conservation and flow control, which is Level Flow Control, is being proposed for this project site, no other flow control measures are requ ed over and above that as delineated in Section 1.2.3.1. 3.2 Severe Erosion Problems(Type 2) Severe erosion problems can be caused by conveyance system overflows or the concentration of runoff into erosion-sensit ve open drainage features. Severe erosion problems warrant additional attention because they po e a significant threat either to health and safety or to public or private property. The Sensitive Areas Folios indicated that there were some erosion-sensitive areas in the downstream drainage course from the project site; however, that was not evident anywhere observed in the site visit along the downstream drainage course. Therefore,it is not deemed to be a problem at this time. 3.3 Severe Flooding Problems(Type 3) Severe flooding problems can be caused by conveyance system overflows or the,elevated water surfaces of ponds, lakes, wetlands, or closed depressions. Severe flooding problems warrant additional attention beca se they pose a significant threat either to health and safety or to public or private property. Neither the review of tie drainage complaints nor the site visit noted any severe flooding problems in the downs eam drainage course; however, Soos Creek is known to overtop its natural drainage course during peak storm runoff.events. There is not a lake, wetland, or stream that would require this project to institute a higher level of flow control. 11699.011.doc(JPJ/dm] As mentioned previously, there is no evidence of flooding from the drainage complaints or from our site visit downstream of the subject property. There are three drainage courses downstream - from this project site, one to the northeast,*one to the southeast, and one to the southwest. All three drainage courses vNind up in Soos Creek at different locations along .the creek. The downstream drainage analysis was followed all the way to S.E. 192nd Street, which in one case was over a mile from the project site. Portions of the downstream drainage course investigated by the site visit and a re iew of the Soils Map indicates that the,downstream drainage course occurs mostly through till type soils. The field reconnaissance for this off-site analysis drainage report was conducted on June 1, 2005 and June 2, 2005. The skies were overcast both days and the high temperature on those days was approximately 62 degrees. 11699.011.doc[JPJ/dm] TASK4 DRAINAGE SYSTEM DESCRIPTION AND PROBLEM DESCRIPTIONS TASK 4 DRAINAGE SYSTEM DESCRIPTION AND PROBLEM DESCRIPTIONS Runoff"leaves the project site in three locations. The first basin is the southeast basin. This drainage course starts out by sheetflowing io a catch basin collection system and ultimately discharges underneath 124th Avenue S.E. through 12-inch CPEP pipe and then discharges to a ditch on the east side of the street. This ditch is rock-lined fo the majority of its length. The ditch flows at a fairly steep grade of approximately 15 percent down, between a drive aisle and an existing single-family residence. This occurs through a vegetated area and is approximately 10 to 15 feet wide. Once reaching the toe of the slope, the flow levels off to 3 percent grade and becomes slightly shallower, which could be potential problem if peak flows are made larger than they are under existing conditions. The property owner adjacent to this swale could not be contacted after visiting the residence on two separate days to see if there was a flooding, conveyance'system nuisance, or erosion problem occurring in the swale adjacent to his property. After coursing for 4pproximately 350 feet, the runoff enters a wetland that meanders to Soos Creek and then flows south Within the Soos Creek water body. The second downstream drainage course is the west"side basin that tends to sheetflow off the western property line of the site and to the south where runoff collects and passes underneath S.E. 184th Street through a culvert that could not be located due to excessive brush cover,where runoff ponds on south side of the street and overtops a slight grassy berm and slopes at a fairly irregular rate to the southwest, entering a brushy area where flows meander to the south and southeast. Runoff then courses through • backyards with farm animals and various paraphernalia, small outbuildings, etc., until coursing approximately 1,350 feet from the project site where flows enter a grass-lined channel approximately 2 feet deep with 1:1 slide slopes.and a 3-foot bottom width, which courses for 300 feet until discharging into thick wetland vegetation cour ing ultimately to Soos Creek another 250 feet away. Soos Creek flows south from that point. The third downstream drainage course is the northeast basin. The vast majority of the northeast basin flows northerly in the right-of-w of 124th Avenue S.E. through 12-inch and 18-inch corrugated metal pipe culvert until discharging int a detention pipe approximately 715 feet from the project site where runoff is then released through a control structure into a vegetated area, which courses easterly,towards Soos Creek approximately 1,300 feet from the project site. Soos Creek then flows south for over one mile until it reaches S.E. 192nd Street where runoff crosses underneath the street through 36-inch CMP culvert. That concludes the narrative of the three drainage courses followed for the project site. No drainage complaint was noted in any of the downstream drainage courses dealing with conveyance problems, erosion problems, or flooding problems. There were some complaints concerning filling activities and vegetation problems in the downstream drainage course; however, there was no complaint that would indicate that there is a problem that would require a different type of development on the project site. 11699.011.doc[JPJ/dm] EXHIBIT K Drainage Complaints JUN. L. LUU) IU: MAIVI K1Nc k,U. WLKU NO. 2876 P, 1 King County Water and Land Resources (WLR) Division FILE 201 S Jackson St, Suite 600 Seattle, WA 98104-3855 DDate: Number of pages including cover sheet:FAx To: From: Candi McKay,.Eng Tech II WLR Stormwater Services Section Fax:.Phone; 206-296-1900 Phone: Fax Number: 206-296-0192 IMPORTANT LEVEL 1•ANALYSIS NOTE: We do not send copies of certain complaint types that are not relevant such as BCW, FI, FIR, Fly and WQA, and we do not send CLand LS types. See key below. Type S 1, S2 and S3 will not be faxed due-to size constraints. 4d1 Z//6'99 The following is a list of complaint types received by•the Water and Land Resources Division Drainage • Services Section. Complaint numbers beginning prior to 19904000C.have been archived and are no longer in our possession. They can still be retrieved, if necessary,but will take additional time and may not be beneficial to your research due to their age,development which has occurred,etc. If you are interested in reviewing the actual complaints,they can be pulled(time permitting) for your review. • Copies can be obtained for$.1i5 per page,and$2.00 per page for plans. K eye: Type of Xnyestitation Type or problem C Action Request DCA, Development/Construction BCW Business'for Clean Water DDM Drainage-Miscellaneous CCP Response to Inquiry DES Drainage—Erosion/Sedimentation • a, Claim DLE Drainage—Landslide/Earth Movement Ell Enforcement on Hold• DT'A Drainage Technical Assistance BYt Enforcement Review 1NQ Drainage-General Inquiry FCC,FCR,FCS Facility Complaints MMA Maintenance-Aesthetics 1?I SWM Fee Inquiry MMF Maintenance-Flooding FIR SWM Pee Review MMG Maintenance-General FIH SWM Fee on Hold MMM Maintenance-Mowing its Lawsuit -MNM •Maintonanix—Needs Maintenance . . RR Facility Engineering Review MNW Maintenance-Noxious Weeds NDA Neighborhood Drainage Assistance SWF SWM Fee Questions WQC Water Quality Complaint WQB Water Quality—Best Management Practices WQE Water Quality Enforcement WQD Water Quality-Dumping- WQR Water Quality Engineering Review . . WQI Water Quality—Illicit Connection WQA Water Quality Audit REM SWM Fee-Remeasurement WQO Water Quality—Other ORT SWM Fee.Grant SI,S2,SN3 Engineering Studies NWD SWM Fee-New Discount Subject to Public Disclosure requirements 1.;Receipt ot`written request for documents 2.Review and approval by Prosecuting Attorney's office l JUN. 2. 1UU7 IU: MAM ' K1NU 11U, NILKU NO, 2876 F. 2 King County Water and Land Resources Divis! n-Drainage Services Section Complaint Search Printed: 6/2/2005 9:50:36 AM Complaint Type type of Problem Address of problem . Comments Bros Pape Rem Code 1975-0076 C FLDG RD WY/FLD'D/112TH AVE SENSE 186TH ST 686E2 1976-0110 C DRNG 13038 SE 188TH PL G BLVD LN, 686G2 1977-0072 C FLDG 12202 SE 192ND ST 686F2 1977-0074 C FLOG 13210 SE 192ND ST FILUDRAIN WAY 686G2 1978-0080 C PONDING 19248 121ST PL SE EAST OF BENSON HWY 686F2 1978-0081 C DRNG 19248 121ST PL SE 686F2 1979-0047 C . . 11403 SE 204TH ST SOIL BULLDOZED/PANTHER LK AREA 686E2 1981-0225 C FLOG 13210 SE 192ND ST DRAIN WAY FILLED 686G2 1982-0515 C MISUSE FAIRWOOD PRK DIV#7 EASEM'T/SE 173RD/134TH PL SE 686G1 1982-0539 C FLOG 12600 SE 192ND ST EAST KENT AREA 686F2 1984-0313 R FLDG 13250 SE 192ND ST TO ROADS DIVA 686F2 1984-0314 C FLOG 13250 SE 192ND ST SE 192ND ST/134TH AVE SE 686F2 1985-0534 X DRNG 13250 •SE 192ND ST LTRTO COMPLAINT 686G2 1986-0617 C DRNG 13432 SE 187TH ST FLOG ON'SIDEWALK 686G2 1986-0816 C FLOG 13440 SE 192ND ST REF:86-0632 NESPER 87-0770 686G2 1986-0816 ER FLDG 13340 SE 192ND ST REF:86-0632 NESPER)PVT PROB. 686G2 1986-1166 C FLDG 11202 SE 186TH ST STORM OVERFLOW 686E2 1986-1185 C FLDG 11202 SE 186TH ST SEE:86-1166 BRYANT,BILL 686E2 1986-1190 C FLDG 11001 SE 186TH ST BASEMENT GETTING WATER 68.6E2 1988-1278 Cl. CLAIM#10373 686G2 1987-0334 C DRNG 11202 SE 186TH ST CULVERTS BLOCKED 86-1166,1185 686E2 1987-0471 C FLOG 11202 SE 186TH ST SPRING GLEN 86-1166,1185 686E2 j I 1987-0545 C DRNG 18627 109TH AVE SE INADEQUATE SYSTEM 686E2 1987-0770 C FLDG 13440 SE - 192ND ST FAIRWOOD SEE 86-0816 686G2 1987-1005 C FLDG ' 13100 SE 182ND CT- WANTED INFO ON BUILDING ON LOT . 686G1 1987-1049 C TO RD COORD 04/27/87.686F2 1987-1183 NDA SILT. . VLTR CRT PROS 686G1 1988-0118 X DRNG 13250 SE 192ND ST SEE 86-1278 NESPER/CL-FORSEST TRAI 686G2 1988-0238 C FLDG 18431 120TH AVE SE NEW DRIVEWAY WILL IT FLOOD 686F2 1988-0238 ER PIPE 18431 120TH AVE SE NEED EXTENSION OF 42"CULVERT 686F2 1988-0305 C BLOCKAGE 12716 SE 188TH PL EASEMENT-FAIRWOOD/WALL CONSTRUC 686G2 1989-0003 C DRNG 18612 120TH AVE SE INCREASED RUNOFF/CHANNEL 686F2 1989-0192 C DRNG 18612 120TH AVE SE X PIPE NOT WORKING 686F2 1989-0550 C EROSION 19118 130TH AVE SE OLD EASEMENT CHANNEL MAINTENANCE 686G2 1989-0650 C DRNG 18631 111TH PL SE SNV DRNG AND DAMAGE 686E2 1989-0665 C DRNG 13308 SE 184TH PL WATER IN BASEMENT/YARD DRAIN CLOG 686G2 1989-0700 X DRNG 18631 111TH PL SE WATER ON SIDEWALK/89-0650 FRITON 686E2 Page 1 of 5 1uIV, L, LUU7 IU; 7`/AIVI RIND UU, WLKU NO. 2876 P. 3 Complulot Type Typo.ot Problem Mimeo Problem Comments Thros PapeNumberCede 1990-0056 C FLDG 12700 SE 187TH PL UTILITY EASEMT CLOGGED 90-0259 686G2 1990-0075 C DRNG 11254 . 'SE 186TH ST PLUGGED CULVERT/STORM 686E2 1990.0141 C FLDG 18400 112TH AVE SE POND OVERFLOW/90-0149,235,372/STOR 686E2 1990-0149 C FLDG . 11202 SE 186TH ST R/D POND OVERFLOW/ROBERT/STORM 686E2 1990-0231 C DRNG 18425 112TH AVE SE R/D POND OVERFLOW/STORM 90-274,37 686E2 1990-0235 C FLDG 11202 SE 186TH ST WATER IN BASEMENT/STORM/90-141,149, 686E2 1990-0259 C FLDG 12700 SE 187TH PL PVT DITCH OVERFLOW 686G2 1990-0274 C FLDG 11022 SE 184TH PL RID POND FLOODED/STORM 686E2 1990-0342 C FLDG • 11202 •SE 186TH ST R/D POND/ROBERT/STORM EVENT • 686E2 1990-0372 X DRNG 11202 SE 186TH ST '• R/D PONDS OVERFLOW9/90-141,149,235,2 686E2 • 1990-0709 CL FLDG 18504 112TH AVE SE , CL#12959 SEE CL#13224 DUE DECEMBE 686E2 1990-0884 C, DRNG 18427 . 112TH AVE SE R/D POND DRAINAGE/STORM 686E2 1990-1061 'CL FLDG 11202 SE 186TH ST CL#13224 SEE CL#12959 GARAGE FLOO 686E2 1990-1106 C DRNG . 13517 SE 189TH PL CULVERT BLEW TRASH RACK/CEDAR ES 686G2 1990-1106 NDA DRNG 13517 SE 189TH PL - CULVERT BLEW TRASH RACK/CEDAR ES '686G2 1990-1155 C DRNG 13421 SE 189TH PLACE 13517 SE 189TH PL 686G2 1990-1155 NDA DRNG 13421 SE 189TH PLACE REF 90-1106 68602 - 1990-1156 C . DRNG 13429 SE 189TH PLACE 13517 SE 189TH PL 686G2 1990-1156 NDA DRNG 13429 SE 189TH PLACE REF 90-1106 686G2 ' 1990-1157 C DRNG 13435 SE 189TH PLACE 13517 SE 189TH PL 686G2 1990-1157 NDA DRNG 13435 SE 189TH PLACE REF 90-1106 68602 1990-1158 C DRNG 18917 SE 189TH PLACE 13517 SE 189TH PL 686G2 1990-1156 NDA DRNG 18917 SE 189TH PLACE REF 90-1106 686G2 1990-1159 C DRNG 13523 SE 189TH PLACE 13517 SE 189TH PL 686G2 1990-1159 NDA DRNG.13523 SE 189TH PLACE REF 90-1106 686G2 1990-1160 C DRNG 13529 SE 189TH PLACE 13517 SE 189TH PL 686G2 1990-1160 NDA DRNG 13529 SE 189TH PLACE REF 90-1106 686G2 1990-1186 CL FLDG 11044 SE 186TH ST MEMO/RUDDELLS STUDY TO PA 686E2 1990-1212 C DITCH 11044 SE 186T1-1 ST RD/SIDE DITCH-FILL/90-1166 686E2 1990-1212 E FILL/D1T 11044 SE 186TH ST WILL START WORK 09/20 CHK ON 09/30/9 686E2 1990-1212 ER FILL/DIT 11044 SE 186TH ST RUDELLS STUDY 686E2 1990-1226 C DRNG 18615 107TH AVE SE FLOODED BASEMENT/BAD ROADWAY 686E2 1990-1445 C DRNG 18427 112TH AVE SE R/D POND OVERFLOWING TO STUDY/91-1 686E2 1990-1473 C PONDING 18203 140TH AVE SE NEW CONST OVERFLOWING SYSTEM 686G1 1990-1530 SR FLDG 18427 112TH AVE SE STORM EVENT 686E2 1990-1531 SR FLDG 18427 112TH AVE SE STORM EVENT NOT NDAP 686E2 1990-1630 C FLDG 19114 130TH AVE SE STREAM OVERFLOW 686G2 1991-0150 C DRNG 18624 112TH AVE SE 686E2 1991-0150 SR DRNG 18624 112TH AVE SE NOT NDAP 686E2 1991-0196 G FLDG 18425 112TH AVE SE 686E2 1 Page 2of5 JUIN. Z. LUU7 I I : UUHIVI I\1NU UU, WLKU NO. 2876 P. 4 Complaint Type type oT Problem Marmot Problem Commonts fins PageNumberCode 1991-0196 SR FLDG 18425 112TH AVE SE. NOT NDAP 686E2 1991-0253 C DRNG 11254 SE 186TH ST 686E2 1991-0438 S1 SPKTO FINISH S1 3/4-S2 TO'92 CON 686E2 1991-0667 CL DRNG 18427 112TH AVE SE SEE 91-0438 SEE RUDDELLS 686E2 1 1991-0837 C DAMAGECB 19001 116TH AVE SE C/B BELOW GRADE 686E2 1991-1090 CC DRAINAGE 18532 131STAVE SE WATER PONDS IN YARD 686G2 1991-1090 NDA DRAINAGE 18532 131ST AVE SE YARD PONDS - 686G2 1991-1090 SR DRAINAGE 18532 s, 131ST AVE SE TO CIP 686G2 1991-1095 C FLDG 11200 SE 186TH ST RUDDELL POND OVERFLOW 686E2 1991-1132 C DRAINAGE 19006 • 116TH AVE SE . INFO TO PM&D 686E2 • 1991-1149 X FLOG R/D 11200 SE 184TH ST CCF#SWM-1031 R/D POND CAPICITY 686E2 1993-0641 WQC SEDIMENT 13120 SE 192ND ST 686G2 1994-0038 C PONDING 11430 SE 192ND ST POSS GRADING/FILLING VIOLATION 686E2 1994-0676 WQC GREENH2O SE 192ND&134TH A SE DUCK WEED 686G2 1994-0781 C DIVERTED SE 183RD ST&124TH AVE ALLEGED FILL ACTIVITY NOT IDENTIFIED 68601 -(-- 1995-0170 WQC OIL/CARS 19312 133RDAVE SE RESIDENTIAL CAR MAINTENANCE 686G2 1995-0374 C -FILLING SE 192ND&134TH SE WETLAND-REFD TO DDES 686G2 1995-0782 C RUNOFF 13411 SE 183RD ST IRON-OXIDE STAIN WATER OVER SIDEW 686G1 1996-0391 FCR POND?19118 • 130TH PI— SE HQlO-GFR WILL CALL.HER 4 MORE..DETAI .686.G2. 1996-0391 NDA POND?19118 130TH PL SE HOLD-GPR WILL CALL HER 4 MORE DETAI 686G2 1996-0391 R POND? s 19118 130TH PL SE HOLD-GPR WILL CALL HER MORE DETAI 686G2 1996-0480 C CRK FLDS 13607 SE 192ND GROUNDWATER IMPACT WATER PONDI 686G2 1996-0805 C DRNG 19400 120TH AVE SE DRAINGE FLOW QUESTION DEVELOP INF 686E2 1996-0921 FCR R/D POND 13341 SE 195TH ST OUTLET PIPE OBSTRUCTED ASSESSMEN 686G2 1996-1428 C SWALE 18914 129TH PLACE SE OFFSITE FLOW IMPACTING PVT DRNG SY 686G2 1996-1428 NDA SWALE 18914 129TH PLACE SE OFFSITE FLOW IMPACTING PVT DRNG SY 686G2 1996-1428 R SWALE 18914 129T1-I PLACE .SE OFFSITE FLOW IMPACTING PVT DRNG SY 686G2 • 1996-1550 C DRNG 19121 124TH AVE SE PLUGGED D/W CULVERT IMPACT TO PVT 686F2 1996-1564 C DRNG 18908 113T1-i WAY SE PRIVATE PROPERTY IMPACT TO PVT DRN 686E2 1996-1894 C RUNOFF 13416 SE 187TH WATER OVER SIDEWALK GROUNDWATE 686G2 1997-0940 C DRNG 13007 SE 188TH PL GROUNDWATER/SHEETFLOW PONDING 686G2 1997-1123 C GRADING 18908 113TH WAY SE PVT PROP IMPACT NO DRNG INSTALLED 686E2 1997-1123 R GRADING 18908 113TH WAY SE PVT PROP IMPACT NO DRNG INSTALLED 686E2 1997-1179 C DRAINAGE 1,9113 121ST PL. •SE INSTALLATION OF DRNG IN R/W OLD/OFF 686F2 1997-1179 NDA DRAINAGE 19113 121ST PL SE INSTALLATION OF DRNG IN R/W OLD/OFF 686F2 1997-1179 R DRAINAGE 19113 121ST PL SE INSTALLATION OF DRNG IN.R/W OLD/OFF 686F2 1997-1301 C DRAINAGE 19125 121ST PL SE SUBSTANDARD INSTL OF DRNG SYS PVT 686F2 1997-1319 FCR DUMPING 21709 146TH ST E DUMPED BATTERY IN R/D POND 686G2 1998-0019 C DRAINAGE 19016 116TH AVE SE NEW GRAVEL RD POSSIBLE PVT PROP IM 686E2 1998-0058 C - DRAINAGE 18820 116TH AVE SE SFR CONST IMPACTING ADJACENT PROP 686E2 C Page 3 of 5 u . L. LUUD I I : UURwI Iklllli LU. WLKU NU. 28/6 F. 5' Complaint Type Number Coda Type ofProNem Adams of.Prohiem Comments Tbros Page 1998-0349 C DRAINAGE 13420 SE 182ND ST PLUGGED ROOF DRAINS MAINT REQU 68661 1998-0921 C DRAINAGE 18532 131ST AVE SE MINOR PONDING LOCAL LOW AREA 68661 1998-0926 C DRAINAGE 19133 121ST PL SE APPARENT OBSTRUCTION IN ROAD DRN 686F2 1999-0174 FOR CLGINLET 13415 SE 187TH PL INLET PIPE APPARENTLY OBSTRUCTED 68662 1999-0306 C DRAINAGE 11618 SE 188TH ST ADJACENT PROP PAVED 2500 SQ FT 686E2 1999-0329 FCR BAMBOO 12317 SE 179TH PL NON NATIVE GROWTH IN RID FACILITY 686F1 -E-- 1999-0449 C SPRINGS 13518 SE 186TH PL NEW SFR GROUND WATER INFIL ONTO P 686G2 1999-0632 C . EASEMENT 19114 130TH AVE SE INFO PROVIDED ABOUT RID POND ON PR 68662 1999-0879 FCR FENCE 18932 133RD PL SE LEANING FENCE NEEDS REPAIR 686G2 2000-0165 WOG DUMPING 18516 129TH PL SE APPARENT DISCHARGE OF PAINT INTO S 68661 2000-0165 WQR DUMPING 18516 129TH PL SE APPARENT DISCHARGE OF PAINT INTO S 68661 2000-0396 C DDM 12625 SE 192ND ST REQUEST TO DIVERT FLOW DISCHARGIN 686F2 2000-0572 C DDM ACROS 19029 120TH AVE SE APPARENT FILLING OF ROADSIDE DITCH. 686E2 2000-0572 R DDM ACROS 19029 120TH AVE SE' APPARENT FILLING OF ROADSIDE DITCH. 686E2 2000-0576 WQC WQB 12813 SE ,184TH PL •ALLEGED POLLUTANT DISCHARGE TO ST 68661 2000-0735 FCR MNM 19000 134TH AVE, SE CEDAR BOARD FENCE AROUND PERIMET 686G2 2001-0247 FOR MMA 12317 SE 179TH PL - IDENTIFIED NOXIOUS WEEDS. BLACKBE 686F1 2001-0548 WQP WQP 13120 SE 192ND ST 686G2 2002-0094 Fl REM 13055 SE 192ND ST - SWM#83 REMEASURE OF ORIGINAL 17.7 68662 2002-0094 FIR REM 13055 SE 192ND ST SWM##83 REMEASURE OF ORIGINAL 17.7 686G2 2002-0204 FCR MMG 19000 134TH AVE SE 1)PSE UTILITY BOX DAMAGED. CALLED U 68662 2002-0424 C DDM 13003 SE 188TH PL SINKHOLE DEVELOPED APPARENTLY OV 686G2 2002-0424 NDA- DDM 13003 SE 188TH PL SINKHOLE DEVELOPED APPARENTLY OV 686G2 2002-0424 R DDM 13003 SE 188TH PL SINKHOLE DEVELOPED APPARENTLY OV 68662 11 2002-0553 C DTA 19013 114TH CT SE CONCERN REGARDING POSSIBLE SLOUG 686E2 2003-0266 C DDM 18759 130TH AVE SE LOCAL PONDING PROBLEM. MAY BE THE 686G2 2003-0545 WQR WQB 18601 126TH PL SE 686F2 2003-0762 WQA WQAI 19433 VASHON HWY SW BMPS are ALL IN PLACE 686F2 2003-0847 C DDM 19230 116TH AVE SE APPARENT OBSTRUCTION OF OFFSITE C 686E2 2003-0847 NDA- DDM 19230 • 116TH AVE SE APPARENT OBSTRUCTION OF OFFSITE C 686E2 2003-0847 R DDM 19230 116TH AVE SE APPARENT OBSTRUCTION OF OFFSITE C 686E2 2003-0909 WQC WQDR 18601 126TH PL SE AUTO FLUID RESIDUE ON STREET AS A R 686F2 2004-0223 FCR THE 18004 124TH AVE SE Trees removed from Facility D92182. Investiga 686F1 2004-0286 E MNM 18004 124TH AVE SE Facility D92182 dispersion trench filled/graded 686F1 2004-0286 FCR MNM 18004 124TH AVE SE Faculty D92182 dispersion trench filled/graded 686F1 2004-0286 R MNM 18004 124TH AVE SE Facility D92182 dispersion trench filled/graded 686F1 - 2004-0745 C DTA 18418 127TH AVE SE 2 pipes from neighbor drain onto-complainant's 686F1 t 2004-0902 WQC WQI 12919 SE 185TH ST Laundry hook-up tied into storm system?hives 68661 2004-0952 C DTA 12701 SE 191ST PL Referral from KC Roads.Flooding of backyard 686F2 2005-0244 C DDM 18617 126TH PL SE Wet backyard caused by broken storm line?In 686F2 Page 4 of 5 UI , L. LVV7 i I : uIHivi niivu J. WLnu NO, 28/6 _ N, 6 Gemplalnt Type Humber code Type of Problem Address of Problem Comments Tires Pape 2005-0262 FCR MNM 19000 134TH AVE SE D91533 not functioning because of downstre 686G2 Page 5of5 JOIN, I. 2UUh U:2UAM KING CO, WLRD NO. 2965 P. 1 King County Water and ri,,and Resources (WLR) Division 1 6/1/05 201 S Jackson:St, Suite.600 Seattle,.WA 98104-3855 1 • Date: . 0/05 . F A.4)( Number of pages including cover sheet: Al Prom: Candi McKay, Eng Tech IIITo: Z/Z1_,‘blaii4_/_414, Fax:. . y v1`', vl 'WLR Stormwater Services Section Phone:206-296-1900 Phone: Fax Number: 206-296-0192 IMPORTANT LEVEL 1-ANALYSIS NOTE: We do not send copies of certain complaint types that are not relevant such as BCW,FI, ri., Fill and WQA, and we do not send CL and LS types. See key below. Type Si, S2 and S3 will not be faxed due to size constrai ts. The following is a list of complaint types received by the Water and Land Resources-Division Drainage - Services Section. Complaint numbers beginning prior to 1990-XXXX have been archived and are no longer in our possession. They can still be retrieved,if necessary,but will take additional time and may not be beneficial to your research due to their age, development which has occurred, etc. If you are interested in reviewing the actual complaints,they can be pulled(time permitting)for your review. • Copies can be obtained for$•.15 per page, and$2.00 per page for plans. Kevs: Type of Investigation 7:ma of Problem C Action Request DCA Development/Construction BCW Business'for Clean Water DDM Drainage-Miscellaneous CCF Response toInquiry I DES Drainage—Erosion/Sedlmentation • CL Claim DLB Drainage—Landslide/Earth Movement Eli Enforcement on Hold' DTA Drainage Technical Assistance ER Enforcement Review INQ Drainage—General Inquiry FCC,FCR.FCS Facility Complaints I MMA Maintenance-Aesthetics FI SWM Fee Inquiry MMF Maintenance-Flooding FIR SWM Fee Review MMG •Maintenance-General PIE SWM Fee on Hold MMM Maintenance-Mowing LS Lawsuit MNM Maintenance—Needs Maintenance RR Facility Engineering Review MNW Maintenance-NVious Weeds NDA Neighborhood Drainage Assistance SWP SWM Pee Questions WQC Water Quality Complaint1 WQB Water Quality-Best Management Practices WQE Water Quality Enforcement WO Water Quality—Dumping_ WQR Water Quality Engineering Review WQI Water Quality—Illicit Connection WQA Water Quality Audit REM SWM Fee-Remeasurement WQO Water Quality—Other GRT SWM Fee-Grant Sl,S2,SN3 Engineering Studies NWD SWM Fee-New Discount Subject to Public Disclosure requirements 1.Receipt of written request for doduments 2.Review and approval by Prosecuting Attorney's office uuIJ. l: 2005 ii: 10AM KING CO. WLRD NO. 2965 P. 2 KING COUNT( SURFACE WATER MANAGEMENT DIVISION : DRAINAGE INVESTIGATION REPORT . Page is INVESTIGATION,REQUEST lei Type cL Received by: 1--L, Date: 16/2..ei /9 OK'd by: File No.94-0781 . Received from: .C,i/'a.n 1/0117 r9q71) (Please printp!ainly for scanning). Day) . Eve) NAME' 7 1a C'. 8/5) PHONE 65K- SOG O . ADDRESS:_ /f 4 XX £92 r' .$7 City ieEn/r0A/ State Zip Location of problem, if different: /a y r`' Ay( ,,- sE /83'j 577 Reported Problem: LT1r4e, bor +-b -E-Pie. r.` o(.0tti OP rt.)P. AriderSen ha s dp`v+ed The. 5.1-rra.wk' he- ballade S ..L)i Pi.L TALKE4.1 7a MR AnIOE.fs-orl . or' /0/.g/4q, He AS ho f'•'•- Cel' in L4)114,5 MS'.,C an1g. t MG d frecl-ion o- • 44,F s s feet ri- He sa JJ • ley ,.:._3 a -r. .t.4 ccr.74,ed . Io f-!1¢. SE o-r h 5 P1"°{sea"frY. but y-Aa c-reelc I 5-A0 w s ctp /n N ljj Sec*i'®n m,$)re. a a.v1 Se U{ . MIL. C.Yo S S -s•If eel-S , ii_e^ goad in JG / and /$3rel. cx.r aba but' Plat name:Lot No: Block No: Other agencies involved: No Field Investigation Needed Musisi E? Z °if T41w itl4 33 Z 3 S Parcel No.313 z 3 o5'3 D 2.q ? Kroll 605-A Th.Bros: New 6•8C G I 1/4 S I R Old `12 (897 Basin SOo Council Dilst q Charge No: RESPONSE: Citizen notified on by phone -letter —in person w 144- M ti LZ-ts,erci. C (ogi -(: 1-13-75-. ,v"- Ju-.SOAr U e f vNa-Iv c. . 12_g7 4.- AVO i 'IN, v4 t,-)a.-ke sr- ctAtt - G entn-$./.1Ce-. 9U0 /t/rh-1 -C W l 1- G 'ys- or-tvr..b.a_ t5 t'.e a l^6 crC. a. r-- DISPOSITION:: Turned to on by OR: No further action recommended because: Lead agency has been notified: Problem has been corrected. No-problem has been identified. Prior investigation addresses problem: ll! see File Private problem, - NDAP will not addres because: Water originates onsite and/or on neighboring parcel Water originates on KC Road Location is outside SWM Service Area. Other (Specify): DATE CLOSED: (rj/ / (5 /75 by: l'4A /hca.gl' JUN, I. 2UU5 U: 2UAM KING 'CO. WLKD , NO. 2965 P. 3 ; , KING COUNTY SURFACE WATER MANAGEMENT DIVISION DRAINAGE INVESTIGATION REPORT Page 2: FIELD INVESTIGATION efails of Investigation: Complaint#94-0781 Ands on investigated by Doug Dobkikc investigated on 11-2-94, 12-21-94 I've talked to Mr. Anderson in early part of November about this alleged diversion of water along the Big Soos creek. I investigated on 112-94 this complaint but I was in the wrong area after talking to Mr. Anderson, There was an of red tag from DDES from 728-93 for a grading violation. This wasn't the areaMr.Anderson was talking about. The area of his concern was to the south of here. I tried to contact Mr.Anderson 11.15,117,1 1-22,and left a message for him on the 23 of november to give me a call so I could get better information n this diversion. I recieved a call 12-2-94 from Mr.Anderson. He told me - the area was east of the int 'on of SE 184th and 124th ave se. X walked this area and couldn't find any recent grading or dump' g. Mr..Anderson claims this happened 3 to 5 years ago. The area of concerned is a wetland that is overgrown and'clogged with debris. Couldn't find a diversion of water anywhere near where Mr.Anderson is claiming this happened. 3c4i: v[[ aayyjj V. JJ"Nj Jt I•U Jn •:A n! a a(a\a ii\ \i Z Reich SE 184th ST i ,: c' `.' ; 2:" IS!.`j4\,Y a 1:19.4'r .'‘Iff 1 1 1 gravel driveway wetland Big Soos Crk flow of the creek 6. i InvactirmtaR by I )- _- - .. I .-.cam Mato 1)^2-` f4 17-2 7 c JUN. i. [UUD u, [UNwi riiuu ,U. VYLKV NU. 2965GG0-F. 4 ICING.COUNTY WATER AND LAND RESOURCES DYVISION j Iv DRAINAGE INVESTIGATION REPORT K Z Page 1: 7rivES3X( AT1oN REQUEST Type i - , PROBLEM: RECEIVED BY: Date-. ' i OK'd by: DgitirIFILE Nq qq-65 2g Received from: DaY) _4 Eve) i NAME: ff finICD PHONE 7a3(a ADDRESS: i 0W e ()A City GfR,4 State Zip_022V Location of problem, if different; /23/7 s'7?z 1 /)/ Reported Problem: CALL FIRST 0 (Would Lie To Be Present) j_/71260-60 :t4 ) 72,060077 `00.41a;P-'1740/ . LA:40- e/e.„0/ fio4 D9/6 7a 6.d_d/,42 :72- Plat name: 7F/7 Lot No: Block No: Other agencies involved: No field investigation required L.c.. TJ initials.nti s e,'!._c . :::,} a ':: c; Y ifilA iPi:vi Iy JriaY .443Fyz7yEiiA.a.. d Nsi !y;%( Y S F < t i 4 n S T R Parcel o. c 307`y' 85Q(36 o Kroll 619c0 Th.Bros: New t JY Al Old i--g. 6¢- Basin. SOO • Council District % Charge No. RESPONSE: Citizen notified on $-." -f p - by; }W phone letter in person i3A/04 e63wo i/C . & 05 re i WI 1 kJ/y32 S DIsposrrION: Turned to on I / .by OR:' No further action recommended because: X) Lead agency has been notified: s'P--- '/t — (yes •Problem has been corrected. • No problem has been identified. Prior investigation addresses problem: SEE Fitz# Private problem-NDAP will not consider because: Water originates lonsite and/or on neighboringg parcel. Location is outside WLRD Servi Ar a. Other(Specify): DATE.CLOSED: . J 2/ Y, By: e// VIZ JU,,lu. /. [UU 0: [UAivi 1\1I'J c,U. WLKU s NU. 29n f'. K71 TG COUNTY FILE NO. 99-0329 Department of Natural Resources NAME MAX HAWKINS Water and Land Resource Division ADDRESS 18005 - 124TH AVE SE PRONE 4425)228-7236 TB PAGE 686-F'1 DRAINAGE INVESTIGATION REPORT Kgou,PAGE 605W DATE 4-27-99 FIELD INVESTIGATION MATNT.DIVISION 4 INITIALS-MAM DETAILS OF XNVESTXGATION: N SITE VISIT ON 4-2T-08. BAMBOO FROM RID FACILITY D91672 INVADING YARD. INVESTIGATION FOUND THE R/D FACILITY D91672 AT HIDDEN CEDARS HAS BAMBOO SHOOTS GROWING AROUND THE My CONTROL STRUCTURE AND INVADING UNDER FENCE TO NEIGHBORING YARD, DUE TO THE LOCATION OF THE BAMBOO AROUND THE CONTROL STRUCTURE IT SHOULD BE REMOVED TO ALLOW FOR SAFE INSPECTIONS. NTS PHOTOS TAKEN # 1 SHOWING BAMBOO 4100T5 AROUND CONTROL STRUCTURE. 2 SHOWING BAMBOO.INVADING INTO NEIGHBORING PROPERTY. • SE179THPL CB-S I I A I TRASH RACK MUSE I ii RIPRAP PAD123t3 I SICET -. I NO I I g TRACT A VG I4 WET POND 0 IF NP RIPRAP PAD I 4TRA5H RACK RIPRAP PAD, 5 WOs'DEN BOLLARDS I GO fro 19 TRASH RACK CB-4 I 0 f cs/cB- • I 21'-15'well CB-2 TRACT BOUNDARY x-x-x-x-X---X-x-x-X-x-x-X-x-x-x-X-X-x-x--X--x-x-X-X-x-K 6'WOODEN FENCE al I HausE 15005 1 JUN. 1. 2UU5 U: 20AM KING CU. WLKU NO. 2965 P. 6 Complaint Maintenance Division: 4 Thomas hip Map: b$bF1 :A : t414325 Facility a: D9167 2Type: Wet load Hidden Cedars Div II Street •duress: 12317 SF:' 1.79th 1P1 Directions: FROM SE .192 ST & 116 AVE SE HEAD NORTH TO SE 184 ST' THEN HEADEASTTO124AVESETHENNORTHTOSE179F'L. POND IS ON THE LEFT. . Checked on E/07199 by !Michael A Malnerich /4i4,t/1 Radio #: 512 charge to Project a: 097475 Fisheries: N Special Equipment: KRO Notes/Comments: Note: The neighbor is c„ap!aining bamboo f cm cecnty R/0 facility is invading his property. Bamboo roots needs tc he removedfraiaroundcontrolstructureandfencear-a, Roads Div. Notes: Task l#tt.t = Date Actual Material MaterialCadeTypeJgitsWorkRegt,ested Completed Units ,nit Placed Excavated ea lEa.Fac. I EPerfoi the following maintenance/repair work: bamboo y 1aresndcontrolstructureneedstobereeoved. need C „re.. rock incrder to dig out roots,. iref660} Wol" Authbrjzed: Date: . Work Completed Date:Program. Version: February 221 1953 JUL /. 2UUb U:21AM K1NG O. WLKU NO. 2965 P. 7 KING COUNTY WATER AND LAND RESOURCES DIVISION Ivr AM DRAINAGE INVESTIGATION REPORT 3- -D Li INVESTIGATION REQUEST TypePROBLEM: 06- A-S 3Date:.ØØ -OK'd by: E No. 2004 Received from: Day) (I Eve) ( NAME: . Y!/dd/O/v /e0 t/ PHONE ADDRESS: City State Zip LOCATION OP PROBLEM,IF DIFFERENT: yam O 4,0 4*y Tc7 Access Permission Granted d Call First (Would Like To Be Present) 0 A0 A- 1y e td ewe,` s /1 "z y e..--,®tiu c-- c4/1 d y i9 c7- ;'®L//f-c s rl; x 0rfG As d 7- Plat name: Keep 6 0 $Q1,2 /' L Lot No: Block No: 1 tOtheraen ci,•es involved:nvolved: No. a" .. eld i w"esnti ation r—uire ' R ^ g : I wa .a t r, 'uiL 'i 'W^' ai : ° v m w • u•n,Ymm.m,q n „..a, ryj1:"„;"..; :::,'., .-.,,,.,.,.,. . . n - f ! s C. r :3F, OTC ,,. r, w rc 4g.Nuwnr7:1 --. 7323 1/ a S T R Parcel No: S2l 6/ Ttro11 6-: Th.IIros; New &-, fl: RDP Basin Council District T . City Charge No. RFSPONsi: Citizen notified on by: phone letter in person DISPOSITION: Tamed to on / . / by OR: No further action recommended because; Lead agency has been notified: Problem has been corrected. No problem has been identified, Prior investigation addresses problem; SEE ME# • Private problem-,NDAP will not consider because: Water originates onsite and/or on neighboring parcel. f Other(Specify): DATE CLOSED: 3 / 7 4/ 04 By: rt. 0L,'uulu. /. ZUU5=ti d;21AM KING (;U. WLKU N0. 2965 P. 8.-- '31,:.•,...,. . d ''` ;:r;. i.i'*„r ''hr%;i,31•...\.4; •.3*:••.t, •_c. r ..,; :_•.• ;•a•` p, ,, r `•T" .:>: .' "•, ..f 6•10'; vri` -'ny,3r",;r FILE NO.04-0223 FCR 1 0 KING COUNTY NAME ANONYMOUS Department of Natural Resources ADDRESSWaterandLandResourceDivision PRONE TB PAGE 686-F1 DRAINAGE INVESTIGATION REPORT wItOLLPAG 605E DATE 3-19-04 FIELD INVESTIGATION MAINT.DIVISION 4 Dualss-MAM ' - DETAILS OF INVESTIGATION: COMPLAINT STATES:PROPERTY OWNER REMOVED TREES FROM COUNTY TRACT ADJACENT TO PROPERTY.SITE VISIT ON 3-17-04.INVESTIGATION FOUND THE PROPERTY AT 18004-124TH AVE SE BORDERS A PARCEL#332305900307 WHICH IS CALL OUT AS OPEN SPACE SOOSCREEK TRAIL THIS PARCEL BELONGS TO KING NTS COUNTY.AT THE SOUTHWEST CORDER OF THE PROPERTY FOUND A FEW SMALL TREE STUMPS WHICHAPPEARTOHAVEBEENCUTRECENTLY. IN TALKING TO THE PROPERTY OWNER ABOUT THE TREE CUTTINGSHEMENTIONEDTHETREESHADBROKENDUETOTHEICEFREEZEANDTHEYCUTANDREMOVEDTHEM.THERE IS A DRAINAGE CHANNEL ALONG THE SOUTHERN BOUNDARY OF THIS PARCEL AND NO DAMAGE WASNOTICEDTOTHISCHANNELASFORTHETREES-CUT DID NOT SEE A BIG IMPACT TO THE PROPERTY.A FEWTREESREMOVEDAPPEAREDTOBEONOWNERSPROPERTY:- • PHOTO TAKEN#1 SHOWING COUNTY PARCEL AND OWNERS PROPERTY. 2 SHOWING TREE STUMPS INDICATING TREES WERE CUT RECENTLY. 3 SHOWING TREE STUMPS INDICATING TREES WERE CUT RECENTLY. PARCEL 332305900307 OPEN SPACE SOOS CREEK TRAIL DR I0- CHANNEL I FROE$ BOUNDARY_ CS-3 A CB-2 I61"a.SC /CB-1 3 I a w 1 irl iiHopsL I 1lDDC CU i c LOT4 S 1 I rg 1 4 L___ _____ PROPERTY WOW/IRY __ % III gg MIs r'I a i W I S I . 1 I JUN. 7. 2005 8: 21AM KING, CO. WLRD NO. 2965' P. 9 r ,....... KING COUNTY WATER AND LAND RESOURCES DIVISION DRAINAGE INVESTIGATION REPORT M,9i4 INVESTIGATION REQUEST Type £C R p e: :M: 6.1%.110 q O 1 ri.t.. Red! .iri , EIVED B\ Mi 4 { l c 19 Date: 3-9 9-n H OK'd bv: Ii No. 2004.- Received from: Day) (Z 1 p.) Eve) 1 NAME: M A W Av1~21 c Pt PHONE '2 Q(,—4353 • ADDRESS: W L R D - 5 w 5 - is f 1. City State Zip LOCATION OF PROBLEM,IF DIFFERENT: Access Permission Granted 0 Call First (Would Like To Be Present) 0 1800'4 PRopr-,¢ry OcuivcR &r 17-4TH Ave 5 CouoreeD oLierz PORT/o,ct of Fi.dw CoNT,iL T-Rou-,ry(Dg2,8z) wt-1/47At I-or ww5 PCG Rraovp,, PR oi.rz-ry DwJT r2, ORA Errs k uD5n&I 264-786)-0t39 FILE COPY Plat name: kC5 p p(A8806z (i' iaisL)Lot No: •- DloekNo: Other agencies involved: No field nave ' atiori uired r• . p rN n- , r s i V•II x l i J w J M•'• .•: f4._ h Z.r t I ':• :fir 7mom. , r cs5 } yc a r 9 r y T? : ohr!,1i yt,.,n6, i7, C ,n".:d.R"j%fc..-,;'.fiyFSr.kL_ .Nt. rWi r-7 a, 9 1 r r.wm n. i' • n fit, fly, N' fltl%1:.+i 1% .S T R 'Parcel N . 332059101 Kroll 665 E T .Bms: New!o aro RDP Basin 50 0 Council District. q City • Charge No.. RESPONSE: Citizen notified on by: phone letter in person DISPOSITION: Turned to 67 on' / !?I b(by 32 OR No further action recommended because: Lead agency his been notified: Problem has been corrected. No problem has been identified. - Prior investigation addresses problem: SEE FILE# - Private problem-NDAP will not consider because: Water originates onsite and/or on neighboring parcel. Other(Specify): P 61-1(DATE CLOSED: j®/ ( ' I b By: eptizec j) s?,' JUN. I. ZUU7 tl: Z IAM K1NU U. WLKU NO. 2965 P. 10 I,>uxo. 04-0286:FOR KING COUNTY MICHAEL A. IwALNENPil1 RICH Department of Natural Resources ADDRESS. WLRD-SWS-DII j Water and Land Resource Division 206.29S-8353P$ONE Tla PAGE 686-F1 DRAINAGE INVESTIGATION REPORT 1 ROLL PAGE 605E _ DATE 3.19.04. FIELD INVESTIGATION MAID.DIVISION 4 INITIALS-MAM i DETAILS OF INVESTIGATION: COMPLAINT STATES:PROPERTY OWNER RE-GRADED LOT AND COVERED OVER DISPERSAL TRENCH. SITE VISIT ON 3-17-04.INVESTIGATION FOUND THE PROPERTY AT 18004-124TH AVE SE HAS RE-GRADED LOTANDDISPERSALTRENCHHASBEENBURIED.TALKED TO THE PROPERTY OWNER WHO WAS UNAWARE OF NTSTRENCH.SHE INDICATED THEY HAD TO GET A CLEARING AND GRADING PERMIT TO RE-GRADE THE PROPERTY.I SHOWED HER A COPY OF THE APPROVED PLANS AND SAID SHE WOULD HAVE TO RESTOREBACKTOAPPROVEDPLANS.IN THINKING IT OVER SHE MIGHT BE ABLE TO ALTER SYSTEM TO OUTLETTOWARDWETLANDANDCOULDRAISECATCHBASINTOGRADE.THIS COULD BE SOMETHING THAT COULD BELOOKEDATINREVIEW.MAYBE SO7 T/A COULD BE PROVIDED. PHOTO TAKEN#1 SHOWING CB-2 AND COVERED OVER DISPERSAL TRENCH. 2 SHOWING CB-2 AND LOT RE-GRADED. PROPERTY OWNER DANETTE KNUDSON 18004.-124TH AVE SE RENTON,WA.98058 y PH#206-786-0134 CB-3 CS/CB-1 ra 703- \m'4sr ^ 4 i%"P•0., M , r,,, 44..mW.gym. r • _ ;,'• ;,,';,ti'gI' .':,: AREA OF FILL IR7'T,n nr:' 1 — : 11. Bpi .p •G G.fu,„.i'....m i•:... o m i1,lo y t-..gq"rim l'it"%!.,-am d pi nr,iMavfel rN ianx nn ii I Dare 41 l w fn t r .iff r1.....,--,,:,"..;..:! LL 1 E o a W gY. w w 2 1— JUN. /. 2UU5 8: 21AM KING 'CO. WLRD NO. 2965 P. 11 1 October 2004 TO: File FM: Craig Hislop RE: Malnerich Review—2004-0286 Background Rick Thompson and I visited drainage facility D921 82 on 30 September 2004 in responsetoadrainageinvestigation/complaint from Mike Malnerich of King County DrainageInvestigationandInspectionServices. The outlet for a detention tank in the Right-of Way is a private drainage easement as dedicated by short plat S0688002. The owner of the property where the outfall is located has filled a large portion of their backyard including the area where all flow dispersal trench is located. Jeff Jacobson communicated with the owner of the property to get them to either uncover the dispersal trench or provide alternative drainage. They uncovered enoughpipe toofthepp cut in a six inch(6 ) Tee and now have a point discharge. I sent an email to Ramon Locsin who has an open grading permit on the site for the improper fill and wetland buffet intrusion. I - recommended he add a fevir minor items to his review for the clearing and grading permit. The discharge currently works and should not adversely affect the detention facility in theRight-of-Way. Recommendation I recommend this investigation/complaint is closed to corrected. JUN. /. 2UUh 8:21AM ' KING CO. WLRD Na 2965 P. 12 NEIGEBORHOOD DRAINAGE ASSISTAIGCS PROGRAM COMPLAINANT EVALUATION MEMO DATE: Wednesday, August 11, 2004 . TO: FILE FROM: JEFF JACOBSON RE: ENGINEERING EVALUATION FOR COMPLAINT NO. 04-0286; Malnerich COMPLAINT CHRONOLOGY: ORIGINAL:3/19/04 FIELD' INV: 3/19/04 FIELD EVAL: 4/02/04, 7/06/04 OLD FILES: BACKGROUND: The owner of a single-family residence recently regraded the back property where a flow control facility with an infiltration trench exists. The regrading project accidentally buried a catch basin and infiltration trench serving a King County maintained flow control facility. I have visited the site on numerous occasions. At this point there hasn't been any cooperation by the landowner. PROPOSED SOLUTION: I recommend closing the file to the Enforcement Program. ENFORCEMENT RATING = 46 1 JUN. 1. 2UUb U: 22AM KING 'CO. WLRD NO. 2965 P. 13 King County Department of Development and Environmental Services 900 Oakesdale Averue Southwest Renton, Washington 98055-1219 CODE ENFORCEMENT COMPLAINT FILE Case #: E0400783 Opened: COMPLAINT: TRUCKING OPERATION BUSINESS IN VIOLATION OFKING Parcel Number; 332305-9101 V 332305-9030 - 332305-9100 Site Address: 18004 124TH AVE SE KC- City,Zip: ??, ?? Owner Name: KNUDSON DANETTE Violatdl- Name: KNUDSON DANETTE Phone # Hm Wk Pg/FaxEmail ; Zoning ??,??, ?? ' . Property Size: (acres):0 (sqft):?? 0 Violation Type ZN Priority Type: ?? Inspector SLUX STR: (??) Incorporated City: Complaint: Anonymous: Confidential: Wants Notification: Date Printed: [09-30-2004] CE COVER Jt1N. /. 2005 8: 22AM KING 'CO. WLRD NO. 2965 P. 14 Kh g County Deparmcnr of Devclopmcnr and Environmental$ -egg Land Ube Services Division 9000akiadale Southwes[ Project No :L02CG129 • Renton,WA 98055-1219 Date:09-30-2004 Application Deemed Complete GRADING/CLEARING PERMIT Sub Type:GRADING Applicant :KNUDSON,DANETTE Address : 18004 124TH AVE SE Type:GRADE RENTON,WA SUBMITTED:05/09/2002 98058 Status RET/WCI Fold on this line)-------- Title KNUDSON'RESTORATION Owner's Name:KNUDSON,DANETTE Site Location:LOTS 2,3,4 OF TRACT A ON 124TH AVE SE Parcel No:332305-9101 Description :GRADING PflOPERTY FOR CUSTOM HOME DEVELOPMENT Dear Applicant: On 06/06/2002 the Department of Development and Environmental Services has completed an initial review of your application submittal and we have determined that it is deemed complete for purposes of applying timeperiodsandproceduresadoptedbyKingCountyCode, effective on 05/09/2002. Applicant generated modifications,supplemental information requests,variances,environmental procedures and related actions may result in a discontinuance of permit processing under the decision time frames established byKingCountyCode. Failure by the aplicant to meet deadlines for responding to Department requests for supplemental information or modifications may result in cancellation or denial of an application. If you elect to proceed with your project after the application has been cancelled,a new application and filing fees will berequired. If you have any questions'regarding ocessing of this application,please call the assigned staff below at 206)296- Reviewed by: g_ac 8/25/99 r LEVEL 11 OFF-SITE DRAINAGE ANALYSIS Proposed Alder Heights Plat NWC — S.E. 184th Street and 124th Avenue S.E. King County; Washington Prepared for: Norris Homes, Inc. co/ Jac046, 3: 2053 Faben Drive ovviAs,v, 1/43. Mercer Island, WA 98040 r$ A G121 '' 4 August 4, 2005 EXPIRES 10/10/fi& I Revised June 28, 2006 Our Job No. 11699 11 W. RECEIVED JUN 302006 oftSC COUNTYKING LAND USE SERVIOW 1)ifGOA(' CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICE4742 1 8215 72ND AVENUE SOUTH KENT,WA 98032 (425)251-6222 (425)251-: 82 FAX o -BRANCH OFFICES • OLYMPIA,WA • TEMECULA, CA • WALNUT CREEK, -$ P44 ,111r‘4' ot www.barghausen.com. uraPoolo TABLE OF CONTENTS TASK 1 STUDY AREA DEFINITION AND MAPS EXHIBIT A Vicinity Map EXHIBIT B Downstream Drainage Map EXHIBIT C U stream Basin MapP TASK 2 RESOURCE REVIEW EXHIBIT D FEMIA Map EXHIBIT E Sensitive Areas Folios EXHIBIT F SCS Soils Map EXHIBIT G Asse sor's Map EXHIBIT H Wetland Inventory Map EXHIBIT I Basi Reconnaissance Summary Report TASK 3 FIELD INSPECTION EXHIBIT J Off-Site Analysis Drainage System Table 3.1 Conveyance System Nuisance Problems(Type 1) 3.2 Severe Erosibn Problems(Type 2) 3.3 Severe Flooding Problems(Type 3) TASK 4 DRAINAGE SYSTEM DESCRIPTION AND PROBLEM DESCRIPTIONS EXHIBIT K Drai age Complaints 11699.011.doc[JPJ/dm] it TASK 1 STUDY AREA DEFINITION AND MAPS TASK 1 .STUDY AREA DEFINITION AND MAPS The proposed Alder Heights Plat is approximately 4.41:acres in size located within a portion of the Southeast quarter of the Northwest quarter of Section 33, Township 23 North, Range 5 East, Willamette Meridian, King County, Washington. More specifically, the site is located on the northwest corner of S.E. 184th Street and 124th Avenue S.E. The enclosed Exhibit A—Vicinity Map depicts the approximate location of the proposed site. The1 existing topography of the site is located at a high point in the surrounding land such that runoff sheetflows off the property in all four directions north, east, south, and west. There are two wetlands located along the western portion of the project site that drain into a BPA transmission line easement, which tends to sheetflow in a southerly direction. The site is forested with a scattering of buildings and one driveway access under existing conditions. The site tends to slope at 15 to 20 percent along the southern and eastern borders of the project site away from the project site. In addition, the northern property line of the site tends to slope at 15 to 20 percent towards the north and east as well. The western portion of the site is fairly level but sheetflows into two wetlands on the western portion of the site. The proposal for this development is to subdivide the property into 22 separate lots with Tracts C and D for storm drainage park area, including detention and water quality facilities located in the southeast and northeast corners of the project site. There are three separate downstream drainage courses from this project site for which the hydrology will be attempted to match in all drainage courses such that peak flow rates and volumes will be maintained after the site is developed to match the existing conditions as much as possible. The only downstream course to receive detention or water quality will be the southeasterly and northeasterly drainage courses. Elevations on the site range from 416 along the perimeter of the site up to elevation 434 at the high point of the site. All existing buildings in this development will be removed with this project. UPSTREAM DRAINAGE ANAI1YSIS Based on the U.S.G.S. Quad Ma , our site visit, and topographic survey prepared for the project it appears there is no upstream flow onto or through the site. In fact, runoff sheetflows from the project site off every property line of the site as the high point of the surrounding ground is located on this project site. 11699.011.doc[JPJ/dm] i EXHIBIT A Vicinity Map 1 g 4 m j1444. 4:7‘4!) PI c: c QQ e1/4:1140,,, Nla` 1 L r r " 8 r IWO 35 r II a, m s y g 11eiH to NLLL t t I3x1lt` m x-' PL SE r mAd 4 " m tt 91it 4kL lGl E$$ pv 119TH 1 9V SE(q 11mN Av SE fr , Y}f o 1 M 110;18TH m • 1 # NPLsfr' Av sni 118TH AV SET w szOTli C "e 120TH AV SE b 1 iF y{ SSE AV SE 1' rT C L r'' •y ' 3 121 121 y a: E, b® SE a SE LOTH A .: 51 a fi Z 121ST I A,,S 122ND SE r- 121Siq 120TH SE tt- g I'm 122ND PL 4SE4 `A PL VrmELSEIA B I 5 Vm21ST PL SEIN 124THoAV4.SE f23NDltq PL sE 124TH312,11111+Zilli 1 r, CO a 125TH E w cr SE. , g x~'P' :, m m r2 ' t sV ~ V m r m KS 1 200 1?1P R sE 3 ! X 125TN PLSE t.,W.'zr.i:"'S k '' ^'b .r e R 5:N23s 1e 0 s P[<4 Y it a N, a g AV SE ,tzt 4 ror i ys any f , n 3 1267H 14 { 126Tx„". i '9 Ff t,ZitL. Aii, 7,,*£:. ,A7 m.+ i Nh F.. r-C+ o r r at 4 se y ,i ti lti jD, m PO27TH [ny N p >l k SE M 3S Te s , r At s,,,.101, '" N Y..' 1264, ---1* o 1291H-`4AV-SE"' H1L ^' z,S''E pt• J( yV•IN 129TH n 27TH_PL SE B5T PL SE- ` I I —.-R-E--a 3S t\d m hptlt T ^ j r a© nt`^ ' ''" P i VSE '3S i 1 2115a f'S 1 i. r Y'43D I N4 f1 $`s PL SE 'B t3oTx i-o 1315T r' sYr t' b AY SE M:SE PL SE VYyle9y3".i4i fn p • J,„ x f4Ysf-`iq` NN.1 ._._ ' r< T 2c'"la _ a`•:` rn 132ND AV SEa` 31sT AV N„ y S R'1 r tr y°`^s S7 SE E c oc) Z N n k_^°.,,;,," r:, Y,.,;r`(c• 132HD PL SE AV .E .m. 1 r: 2N0 132ND P 134Tx fu/s4 '14 5: m 133AD ' .- AP S,- SE m PL 5E 132N0 PL SE m 1351H PL SEL SE 1 135TH AY SE j c Y ld g% ^+ PL SE r.1t .` ' 1 TM 3 m 133RD I tfo- .ss tt7 N Av SE • 'a n AV SE' r£. k, e ` i 5' 134TH 31H 4 . n 136TH AV SE x ,, ,,`" : f h r '>'® m PL AVt, f```nV., >1'i a „ < s ix 3. Pi $ Kl m` q „ Nth .Y"Ssn., k i},, 3 ' 135TH A s. i I f" D . 4. -.7: 4^,--z i.,3;- 9 N S _ f y, t £ T SE 136TH PL .E 135TN Sf, u"'riM1rt S-AC1f-i' i,s M.-y 1361H 13 yc n. t s PL J38TH q Y _ 13 A If c.c aAV9SE2 140TH AV SE ` t r r S IIR v w A. O Rg zozoo 14DTx sir m 1407H 1"TM 4 ti °' 142ND PLSE AV oo {ym Y AV Si.g SE NTH PL d SE 4;-•1 -' t„m 141ND AV tea KS m 18800 us y v to i' t1ST vsE ' m y S AI 1 m 3S AV rsaot 4 m r a.,, xl o ,- m 1a2x01 f1AVS 143RD - ;X- M 142 E^ sE Stet s ..lazxD PL SE o AvsENPLSE3PLmSEy1lai H H*fit 144TH PL 1esHLwT 14a1H o -i 3s m AV dAr-S AiEmdix SE m PLSE nS ti c S G.. y 143RD i a a n sE 76,44,:,... m mm - 145}H AV SI147THAV r- i 0 e AY SE 146TH C-` i SE 1471H AV EAV SEEE147TH 5 ~146tH35Nvr6otm148TH _ i; 4 :m AV AV sE W90 t a fit.avt SE ti T '"[ n iv i`72 -" t 155 m1 20D.I ~ 47T}l AVM SE ti 7 fi 18400 149TH _ yY .5 F:SYg34}„k 1 m s t3u 0 y 1 1515T `A g Y MI Cn I AV N SE IS/ 1 a0 ' AYS I I I: 4)6SC54,to y5: f ' 1 EXHIBIT B DownstreamDrainageDrainage Map t 3 W Tool W CC LbL il ft Z U N O 0 u, mPGHA`sF1 LEGAL DESCRIPTION a M z 11• E THAT PORTION OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 33, QXTOWNSHIP23NORTH,RANGE 5 EAST,WILLAMETTE MERIDIAN,IN KING COUNTY,WASHINGTON, cocci4^ a° . DESCRIBED AS FOLLOWS: z Q I() j.° BEGINNING AT THE SOUTHEAST CORNER OF SAID SUBDIVISION;0 O U THENCE NORTH 01'03'14"EAST,ALONG THE EASTERLY LINE THEREOF,A DISTANCE OF 490 FEET; 0 W >- THENCE NORTH 88'50'00"WEST A DISTANCE OF 415.60 FEET TO THE EASTERLY MARGIN OF E - N 1 THE SEATTLE COMNGTON TRANSMISSION LINE RIGHT OF WAY; Q Z THENCE SOUTH 15'22'40"EAST,ALONG SAID EASTERLY MARGIN,A DISTANCE OF 509.89 Z O H 0 25 50 100 FEET,MORE OR LESS.TO THE SOUTHERLY LINE OF SAID SUBOMSION; Q Z UF-1-- - THENCE EASTERLY,ALONG SAID SOUTHERLY LINE,TO THE POINT OF BEGINNING; X SCALE: i D 1' ?- EXCEPT THE SOUTH 30 FEET THEREOF FOR ROAD:ALSO NDCCEXCEPT tt EXCEPT THAT PORTION THEREOF LYING WITHIN THE RIGHT OF WAY OF SOUTHEAST 184TH Q U) Y N.N // 'F PURER FOIE CB RM•/16.85 0 LEGEND cs W0°P 9 S MD MEASUREMENT STREET:ALSO Z ZN9 •a+r FENCE v/LUMNMIE l0' TW+I R4M a Sy%t e' v/UG g10P D O r POWER WOU 0 FOMD IEBAR/OP(AS NEM y, A. C: a '. _• < , not y'wnc t' EXCEPT THAT PORTION THEREOF LYING WITHIN THE RIGHT OF WAY OF 124TH AVENUE g 4 XUE1VE(LAM) 11 muo® 4 • V - \ ;lei-• i ` t si s•( 2)MNLBOES SOUTHEAST. N g O 0 1 I` BO YMp Mg I ASPWLI 4 v.° r-;'yS W r. w.( 0 O PRIER POLE R[Mo u!- 5So/_ per' ` W ..?'OA 1 ' IlkE 4'ABS 111.41619 pox d WI CTER NOT(AS 4621)) I'i COMM r haw"- rod - ,' '-- «v• ;y ,. ._ 3„ r rises'li '..4l.l,,. WCN BASIN(CB STORM MMNOLE GAIN) bad u ; ,2 1.' <a . xo,._ °,='\' .. ,' Fi -. GRAVEL y'/, r,1 \ . y{ -.E7 II V 6'ALK N-11656 1Inr .. NE---E MIEN LK aagf -AA,. NOM 5. -• .rs/ B" 16 i CM 1ETER rwe P A" IE7-1, ^ 1 q A GASVALVE STORY DWAGELK K,.,• ir,.A P . \ ( SURVEYOR'S NOTES 0 sit I WV SUE 1 _---- !'A ,1 1.THIS DRAWING COMPLIES WITH NATIONAL MAP ACCURACY STANDARDS f( Is HARM(Fx)v uc) 1 0O Y I ill11 I, FOR A TWO-FOOT CONTOUR INTERVAL AND DRAWING SCALE OF 1"-50'. EATER WOE MERGE L4DfRGN0UID ED MIER MY4p0 a • 1 7- POEER OVERHEAD RO G. - TO ; `, r \- ' 1i°` \ T' K y• UNAUTHORIZED ENLARGEMENTS MAY EXCEED THESE STANDARDS. MER METER X CHM LNN FENCE 6C 1. iris; EMBED ERE FENCE R r! GRAVE'G./CROSS- w°° r n HOG FENCE y ` aR,N:.rr v[tA"p1 x'r17 \ ` t''"m // -'' ROY- 11 ,{•, 0 -- 1 ii0: 2.HORIZONTAL DATUM IS NAD 1983(91)AND VERTICAL DATUM IS NAVD I —// 9 7 1\t . yN 9s` Au R \ \ A; r(m.Ir,n,._M I' ell' °I X 1988. COORDINATES AND ELEVATIONS ARE GPS DERIVED, BASED ON y v- 4. . y n' 3VA`\ /fI\E IDb3E 0_ I . 4_ KING COUNTY SURVEY CONTROL(KCSC)2882/6200(HELD FOR POSITION J Z rA 71rr ` EmLMP_-- )L- / 1 ` " yC. r - )} DATER W(SHIM LD)•Ii66t AND ELEVATION)AND A NETWORK ANALYSIS INCLUDING KCSC n CA Oenau,e y ., /• rAa1DONEo r - 4 P STATIONS 2887, 2915. 292E AND 3830.l r) L y1171 LOP e'OR°0'q PIPE-e1I.267a4 l'?Tw-ff Nu ti, f _ 7 1 -y jt ti,. •NAVE In H 7 5.NE,RAn ,itTimmmA• ix / ,,-`Y'. \ \ r f A p\ Ap / `I i.. I ? 3 SECTION SUBDMSION IS A COMBINATION OF KING COUNTY SURVEY W W Cr 0 0 I CONTROL(KCSC)WITH SECTION SUBDIVISION SHOWN ON PLAT OF W I 1[nw `' % I \ O AO f..i!,,; HIDDEN CEDARS DIVISION II,BY SCOTT MACINTOSH,AND RECORDED IN 0 O 0 7 \ 1 j IS Ar_t' V•VOLUME 150 OF PLATS AT PAGES 37-39, RECORDS OF KING COUNTY. T ( <r 1, 1 jl"WASHINGTON. CC N (T1 )< 3-F'. J` X -..' sAD- Iaxi 9, H_ r / ) ',,,Pi.., a 3 h M 7'N 1.ALL TITLE INFORMATION SHOWN ON THIS MAP HAS BEEN EXTRACTED C CO 1:3 C E 1 Avi I ° 1 - 1 _ ' 1 I 1 W i A.• 25 MPH SGN FROM CHICAGO TITLE INSURANCE COMPANY SHORT PLAT CERTIFICATE Cr CV Z e 111' k r r 5 1 J. m \ ' ` _ 0 TEL HEER NO. 1160117,DATED MARCH 23, 2005 IN PREPARING THIS MAP, I Cr 0wY e 1 \ W2EWEo r L.t7 1 / S '. SHE, ` ---1 28,0 DRAM L Y v \«t '\ r+P :: BARGHAUSEN CONSULTING ENGINEERS,INC.HAS CONDUCTED NO VT aaa a -®/• I y :_aa `- \ \ 1 TG\` wl- INDEPENDENT TITLE SEARCH NOR IS BARGHAUSEN CONSULTING Q Z Co Z m •SSY USING 4 1 n' C; I 'I ENGINEERS, INC.AWARE OF ANY TITLE ISSUES AFFECTING THE W Z II 1 / j h- / ,„ STEPS ', CARVE i / . C. \ tff..-If SURVEYED PROPERTY OTHER THAN THOSE SHOWN ON THE MAP AND mOfVp^/ s ;,.+`'1I DISCLOSED BY THE REFERENCED CHICAGO SHORT PLAT CERTIFICATE. O 11 'l SV Z° ) w, ,{.'• ql I s'9 BARGHAUSEN CONSULTING ENGINEERS.INC.HAS RELIED WHOLLY ON 1,- - T 1 DPa 1 °- - ° A W41DN CHICAGO'S REPRESENTATIONS OF THE TITLE'S CONDITION TO PREPARE 4 I`•Q' \ 0 STEPS 4. /!. T TEL J-804 THIS SURVEY AND THEREFORE BARGHAUSEN CONSULTING ENGINEERS, L '''.- A. J- 1 ,\ ' •y, Fr-`X/ ;_-4,/i :y.".I• # INC. QUALIFIES THE IMP'S ACCURACY AND CCMPLETENESS TO THAT 0 µ'y' -, u am Y+ \ A:d A -. J'. EXTENT L7 j_ 3'.°6'-> LLNr41a, ill 1LP\;E 0 0 R'+ -,`4 y3 -JF. ,' +, STEPS K e 74 E IY ADS S-414.4X 5. PROPERTY AREA = 192.17E A SQUARE FEET(4.472 t ACRES). A.-, 4''-... 1°_ I' A2,,, __ i 1 .•' 1.44..'4 T '2' CB 114E 1 RM.1.34A„ y I lT E 12'ADS N-I13„H 6.TAX PARCEL NUMBER ON THE SUBJECT PROPERTY IS:332305 9009 d .,". { a• '' ,A:JT • ,` 7B__ ER ' ,, - J, r„ ; !.,',y E 12•ADS 5.413.44 R Q 4 ''-CLA\,,x='-"""t+_ 1`.. ^\\ 4' +„- e' J•", ' / , v• IT(FII;II^;I/ I_I/' 7 UTILITIES OTHER THAN THOSE SHOWN MAY EXIST ON THIS SITE. ONLY P f z N,Al'i Y,.-_ i ,. J o\; FM 714E 1 RM-/15.18 1_. i 1Fr1y FDyJRa1 1>• J- E 12•ADS N-/1301 THOSE UTILITIES WITH EVIDENCE OF THEIR INSTALLATION VISIBLE ATI•"3' '- E 12'ADS SP-41301 GROUND SURFACE ARE SHOWN HEREON. UNDERGROUND UTILITYI OLN - T. UZN-___.1 f4-. -'4, .K 4- ,s - '\ ' yS v Is ? / E 12-ADS E-41286 LOCATIONS SHOWN ARE APPROXIMATE ONLY. UNDERGROUNDHOIWLTAGEtwwFs_ rx a iRE I I as'.. r l I ,8IMP9ESSION ( I 1 51P Tv Wla$'SE e- ,100RFSS SA,1Ji 1 7,itiNg' r E 12"ADS W-412D5 CONNECTIONS ARE SHOWN AS STRAIGHT LINES BETWEEN SURFACE E 12'ADS E-414.61 " ?Au 61't • r'- 0-vr, 1* PO ' POLE • / 54' b 4 DE,4I• UTILITY LOCATIONS BUT MAY CONTAIN BENDS OR CURVES NOT SHOWN. o x , Py o- 4 TI 1 ° • I } K/ Z I e uAR G1' r ) EMIR YMUTR POST SOME UNDERGROUND LOCATIONS SHOWN HEREON MAY HAVE BEEN r E i S y 3„ h ML;x , IA T TAKEN FROM PUBLIC RECORDS. BARGHAUSEN CONSULTING ENGINEERS, A Q u A K7"014' sc' '3-,,.' T II`a'INC.ASSUMES NO L7ABIIJN FOR THE ACCURACY OF PURUC RECORDS. 3 Y b b a dt ,,-' -HUB 1 * k S-. -,J4 dJ oar VV 8.WETLANDS SHOWN HEREON WERE DELINEATED BY BARGHAUSEN CONSULTING PO Wm PPE d° f} C{'?7 A, AFL V ENGINEERS,INC.(BCE)ON TMRCH 15, 2005. BCE'S WETLAND NOG FENCE' - NM c- '' Y'f[SP _ ' ,,r R'O), : 13K. DELINEATION WAS FIELD LOCATED BY ARJB.N CONSULTINGI', R POLEPE IEIBEIS FND Y ROI PPE ENGINEERS,INC.SURVEY CREWS ON MARCH 28,2005. POWER POLE E 12'CMC 11.4T I.79 CEFSTREETTS P01ER POLE v./TRANSFORMER TRANSFORMER UG DROP 9.THIS SURVEY REPRESENTS VISIBLE PHYSICAL IMPROVEMENT CONDITIONS 5E12"CRC E-41634 I GB TYPE I RM-415.55 EXISTING ON APRIL 1, 2005. ALL SURVEY CONTROL INDICATED AS i iiC557 14 MOOD FENCE E 12'IDS ESW-413.2E FOUND"WAS RECOVERED FOR THIS PROJECT IN MARCH OF 2005.N In E lr ADS E-415112 E 12'IDS ETE-41322 W 712E 1 1811.11627 TEL LOWER POLE 10.ALL DISTANCES ARE IN FEET(U.S.SURVEY FEET). i E 12'A1K DE-413.1N E'Y ADS h/13.94 OEM 111E;FENCE 1' 11.THIS IS A FIELD TRAVERSE SURVEY. A LEICA FIVE-SECOND ELECTRONIC O N 03 AR s TOTAL STATION WAS USED TO MEASURE THE ANGULAR AND DISTANCE a0 N r 3 Oi 44-1 A9t,-. V OVA'_ RELATIONSHIPS BETWEEN THE CONTROLLING MONUMENTATION AS SHOWN. Z ° 167 w 10 R CLOSURE RATIOS OF THE TRAVERSE MET OR EXCEEDED THOSE SPECIFIED N<.-. z IN WAC 332-130-090. ALL INSTRUMENTS AND EQUIPMENT HAVE BEEN n 3 CM CM u_ - N CM CM MAINTAINED IN ADJUSTMENT ACCORDING TO 1.w1UFACTURERS'SPECIFICATIONS n'!5 COR. 12.THIS SURVEY WAS PREPARED FOR THE EXCLUSIVE USE OF NORRIS HOMES,Y.-...-. 0 N R INC. RIGHTS TO RELY ON OR USE THIS SURVEY DO NOT EXTEND TO ANY CT UNNAMED PARTY WITHOUT EXPRESS RECERTIFICATION BY BARGHAUSEN 1€ CONSULTING ENGINEERS, INC.AND/OR THE PROFESSIONAL LAND SURVEYOR T(, I'QNA, C, WHOSE SEAL APPEARS HEREON. 141 '2t 8GJ- 4 e, F WJ \\` LAM C/ _ 4 O g, bb8 co` 8 4iti EXPIRES OST 8/07 0 1 Ala 7T$ _ 11 _o . it s,___ ', 6- 7 /,,•,,,/ i J/ It ' s f f.'4"_.. .. bhp I\ 1 1 f , '' /: M, 4L' Lk 4'$'. 6e,a.-s''',,-....(_`..,9."-,\ a/''fiAli lr,1(.."—,610,..1-...(!,-'''-','`-\ t,' 11i4 --- I ' / /1,/,• Ior, - ,-- d, „1 i,.,/ ,; .: 1111. ..),,•.\ 1n_, ',_''-_.1„,‘7\'-,1-c, . k-,..- sc jrJ1j 'fie ej 1 +` ? I i , , , ., __,___ .„ ._, , , , 4,r.,,,,,.,,,, ,,,_-_,_.,::___ _________:_ ., , ,-,--_,„_. i r ' I' I r I l ,•I III _ , / rDJ t I l'' ' \ --1!*-?-..-::::;)\''',\,M11 ,..,•Ir:-.-' ',fry-. .,MP- d ilk . co 2 . _ j. . , , .Q;,i r,i B.,i, ,0...,:_ f„,:,,,:__, ,,/,,,,,,,/...,....„ /,k 1 ' e Z n-+b1T- eeti— /' / 1..-` e?'' r ryA 1 Z a+ j J9 oil I; r O° 1 C) 0 .*...) .,,_ lart:'.7-.7.!', -- .) -------V,..4--16- 54: -\--,-,,...' • -:,.::"..4 mtll xl ,2 x T1T1ri: I s e t 4VyI 1 O1 5 ems iS Ivsec , <q° - y; L IL.....,_____.__,z 0,r %, -,i. k sr,c 7. %..\r-04': "1. 0,-..:. ,-.--: linis..?.--_'.--..t:',-,-,,\r','.' 1,.,„—\ tE b,\,:,f'„,`.‘„'., E\i\\,'‘,.-. e,,4„.-_9,1----. v. e-(,,-'-,,',.,,, 1„7 c--,g,-, say. "• 11 4 ' y:. \- _1' N j `z .\ IA,`l 1. . 1- /• t__, ice.. V 3 Vo t iri„, IN% s G0t tillb No. y Date I By I Ckd.I/ypr.I Revision Job Number Q.GHA S Designed-_.JJ, Stole: For• Tdle:18215 72ND AVENUE SOUTH 11699 j Z KENT, WA 98032 Drown _ Horizontal NORRIS HOMES, INC. 1/4 MILE RADIUS MAP 4zs) 251- 6222 8782 2053 FABEN DRIVE FORChecked _JJ_ 1'a200' Sheet 425)251-8782 FAX Approved_JJ VerticalN/MERCER ISLAND, WA 98040 ALDER HEIGHTSs. W' y' CML ENGINEERING,LAND PLANNING,N/A 1 1 ( r, Nc ENO' SURVEYING,ENVIRONMENTAL SERVICES Dote y/28/06 425) 275-1901 I' ,Oa,- r 't;'3—.'ywg Dol,;'i n6 r/,:OP I1_: /M >•.,le-' r ,r E'; _11699gs-dwg I I f l e f EXHIBIT C Upstream Basin Map 1 TASK 2 1 SOURCE REVIEW TASK 2 RESOURCE REVIEW Adopted Basin Plans: The site is part of the Soos Creek Basin, Finalized Drainage Studie : This is not applicable. Basin Reconnaissance Su ry Report: Once again,the site is located in the Soos Creek Basin. Part of the Soos Creek asin Reconnaissance Summary Report is to construct a berm and proportional control weir a Boulevard Lane Park. The project should be justified by a basin plan. The wetland rating is number one and biological assessment is needed to assure that this project does not decrease habitat vplues. It is not known if that berm was ever constructed to this date. Critical Drainage Area Maps: According to the Water Quality Applications Map in the 2005 King County Surface Water Design Manual, Basic Water Quality treatment is required. According to the Flow Control Applications Map, also in the 2005 King County Surface Water Design Manual, conserva ion flow control known as Level 2 Flow Control is required as a minimum. Floodplain and Floodway FEMA Maps: Please see the enclosed Exhibit D-FEMA Map utilized for this analysis, Panel No. 983 of 1,725, Map No. 53033C0983 F, revised May 16, 1995. As indicated by this map,theproposed project site does not lie within a floodplain or a floodway of a stream. Other Off-Site Analysis Re orts: A review of Exhibit I—Basin Reconnaissance Summary Report and a site investigation werie conducted in preparation of this Level 1 Off-Site Drainage Analysis. The United States Department of Agriculture Soils Conservation Service Soils Map is also provided. See Exhibit F. Sensitive Areas Folios: Based on a review of the King County Sensitive Areas Map Folios,it was found the subject site does not lie within a sensitive area; however, it does drain to sensitive areas within one mile of the site djacent to Soos Creek, which includes seismic hazard areas, erosion hazard areas, wetlands,and stream and flood hazard areas. Road Drainage Problems: This is not applicable. United States Department oil Agriculture King County Soils Survey: 'Based on our review of the Soils Map for this area,the entire site lies within Alderwood type soils. Wetland Inventory Map: The Wetland Inventory Map for this area is included herewith. See Exhibit H. Soos Creek wetland located immediately east of the project site is the wetland thatthissitedrainstoinallthreedrainagecourses. Migrating River Studies: This is not applicable. 11699.011.doc[JPJ/dm] EXHIBIT D FEMA Map LEGEND I 4..+'tt,F+ SPECIAL FLOOD HAZARD AREAS INUNDATEDk` BY 100_YEAR FLOOD ZONE A No Nu N.oloouen Merton . ZONE AE Base Meld*NAN de,ema.d ZONE OH- flood depths N f M 3 feel woolly 0.mrm7e rvb hoe dud Newborn zone AO Roodflowape.N I a J kmmwtp yM edaZor osM!viola.,Hui CNN no abir%m bn dmesml ZONE 099 Ta 0. kcal MO-year_FmKel al Ike. Iwaeelm vMo M no Sax eAe M e determined.` ZONE V Cootal awspadwritscam,ham. bate floodmeanme dower's. SONF YE now.,A',,loon,,,,[ad MA,i 1:base flood dmodel Ennm'seL r( . FLOODWAY AREAS IN ZONE AE treysOTHER FLOOD ARCASNATIONALFLOODINSURANCEPRODRAMZONFZY,N S ELAvr ' NN u^dam x+N wen d 1 1 Pas m wb bi y um Ia than iNue.ode:am pus..blavesfrom100.7eu Meld F' OTHER AREASIVI• ZONE X . m,A te A,NodeRosso, I are IFL000INSURANCERATEMAPZONE tit which„ Mod bN a KING COUNTY, VNDEVELOPEp COASTAL BARRIERS WASHINGTON AND INCORPORATED d ,epa rrnd MemosM,mm mom.real m..om wp:scat.*IN or 1190 Pawed Areas ' Paad Hausa Meas.edieoenl o Spada: i PANEL 983 OF A25 Food Bum.., I SEE MAP INOEX FOR PANELS NOT PRINTED Eoedzry Boundary I Zone D Ewmab• la ,,'A" A_, Bomyma AoVmo Sp-g RoadSDNrAR1sRim. emmm.,.COMMUNRY NUMBER PANEL i' Y""' .:' `i'_i a.:rmp eea of.m M1faNn1 ARYW Base Flood RN... I wo Nom, WadsSpeum food Rama 4 IID rmFA6 MOON Zones. ssasx . 573-•.-. Erin Rea rem.See wo WseRo. Elevation es far i I --- 0 O COO SectionrJamm.Grass Semon toe ML 91371 Nee Rand cw,Mn m Fa,: WTme Huirmm WAS Noe. 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A.-.-.. .•....,,, I . s',..: 1W,,,::., 0 k l';'; - 1':":'- 2;( 9''-• - 1,;'-. 4m4-',-*.' i , k• ' ‘' a ',..:‘',..:': p.:,,.',„'....;.• t.--'.:,,...-_,!... 1. f=,-- m•-:.-..%- tri-,•:.•,..;-<-`..,:•.- 7, o,,, P, W.'” .--- _ L' reltz/ Pdfi.*( 4011. .‘„;. 1. V. I.: 1`'. 4',.,`;.: 1:, M7411M-, 4, 0. ::;.' 4. v. T., z,:• L' q'- 4 ',-•'-'.. 1: 4';',,'-`.' i''''. 1'''''. - ss- fAt. le4216: 4. 474- i., 4.•”, 4,%:.•:::',,, t-,....''' r.....,...' 1' 7' it.';'!: 1';.-;',',-,''':•':'?'..:;:'-' -' . .. rw- r? tF- t- 1; Alt.' W.'.. . 41., A,,.......' exi,' 74' Blip',. .. t.. 1.,.., 5', t'4" 4141. 0Vga3D4. L-. .,,, V- 1, 4g, ','. 7..", i, 4,', 4. .,.../,', C, I, X; , r, e',„....= 1;', rj,!. 1'.;:',,,`,,,,,,,, L•; r.„.., 1-#.,,,-:,,.....,...,,,..„,,,!„..•'.'„;,:,. c..„..:..,„.--,•.,,,,,, 11, ,,'„?,.- , . e.,.„:,,,,,, a., ','..„;:-: 1'` fi',.. 40. .*:-..:% el: 6C' ':• 4%.. fd. rp.* r. 173, 1!--: q:,'-----. r.',,,-. , lap.," ,, z6,, uk,: t-,, u,..;•,,?. 4- ,-.. fgrog A,,.-,...•:.,.: f-,:• .;,, vp,•, v, 7,, i..,,,,,,,,,,,-. .,/,,,,,,:-,-.,-- e,•,- i 1 9 I EXHIBIT F SCS. Soils Map TABLE 1.--APPROXIMATE ACREAGE AND PROPORTIONATE EXTENT OF THE SOILS Soil Area ' Extent Soil Area Extent J Acres Percent Acres Percent. Alderwood gravelly sandy loam, t Klaus gravelly"loamy sand, 6 0 to 6 percent slopes 22,000 4.9 to 15'percent slopes 420: ' .1 Alderwood gravelly sandy loam, Mixed- alluvial land 1,500 .3 6 to 15 percent slopes " 165 170 37.1 Neilton very gravelly loamy sand; Alderwood gravelly sandy loam, 2 to 15 percent slopes . 4,660 ' 1.0 15 to 30 percent slopes 14,280 3.2 Newberg silt loam 3,660 .8 Alderwood and Kitsap soils, very' Nook'sack silt loam 3,100 .7 . steep 1 39,000 8.8 Norma sandy loam 4,230 1.0 Arents, Alderwood material,.0 Orcas peat. 730 .2 to 6 percent slopes 3,500 .8 Oridia silt loam 6,630 1.5 Arents, Alderwood material, 6 Ovall gravelly loam, 0 to 15 , to .15 percent slopes 6,000 1.3 percent slopes 1,780 4 Arents, Everett material 700 .2 Ovall gravelly loam, 15 to 25 Beausite gravelly sandy loam, 6 percent slopes 3,840 9, to 15 percent slopes 7,600 1.7 Ovall gravelly loam, 40 to 75 Beausite gravelly sandy. loam, l percent slopes 1,250 .'....3 to 30 percent slopes 2,700 .6 Pilchuck loamy fine sand 1,630 4 Beausite gravelly sandy loam, 40 Pilchuck fine sandy loam 640 1 to 75 percent slopes 890 .2 Puget silty clay loam 8,130 1.8 I Bellingham silt loam 2,610 .6 Puyallup fine sandy loam. 4,840 1.1 Briscot silt loam 5,430 1.2 Ragnar fine sandy loam, 6 to Buckley silt loam 12,130 2.7 15 percent slopes . 1,540:3 Coastal beaches 1,105 .2 . Ragnar fine sandy loam, 15 to Earlmont silt loam 1,140 .3 25. percent slopes. 500 1 Edgewick fine sandy loam I 2,340 .5 .. Ragnar-Indianola association, Everett gravelly sandy loam, 0 do sloping- 8,110 1.8 5 percent slopes5,500 1.2 Ragnar-Indianola association; Everett gravelly sandy loam, 5 moderately•steep 1,150 -', .3 to 15 percent slopes 15,700 3.5 Renton silt loam ' 5,040 '':1.1 i Everett gravelly sandy loam, 15 Riverwash 3,700 8 • to 30 percent slopes 6,300 1.4 Salal silt loam- 560 1 Everett-Alderwood gravelly sandy Sammamish silt loam 790 2 1 loamy, 6 to 15 percent slopes 8,405 4.9 Seattle muck 8,650 1.9 i Indianola loamy fine sand, 0 to 4 ' ' Shalcar muck 1,220 3 • percent slopes • 2,670 .6 Si silt loam 1,750 ' .4 Indianola loamy fine sand, 4 to Snohomish•silt loam 2,100 5 11 15 percent slopes ' 2,600 .6 Snohomish silt loam, thick ,L. ? Indianola loamy fine sand, 15 to -surface variant 500 1 30 percent slopes 500 .1 Sultan silt loam 3,580 8 Kitsap silt loam, 2 to 8 percent Tukwila muck 1,730 4 slopes 5,000 1.2 Urban land . . 10,650' 2.4 Kitsap silt loam, 8 to 15 percent Woodinville silt loam 2,800 6 slopes 6,550 1.5 Kitsap silt loam, 15 to 30 percent slopes h 4,270 1.0 Total 445,500 100.0 a i 1 9 4 i 9t3 g94 i EXHIBIT G Assessor's Map 1 ,1 , 1 a I ono • I 8248 • •- '•' ,, j!..: _ . ,,,740 .4., „?..", tte 4R.•.4- 1 00 P0,. 01 .100. 02710 7 . 4-.--.a9 ••••••1:, 1.,. iV°.'. la.,,. pt' 9 1_.0. i..,. 3,:,,1 7 ... g": 3 g0 30 44 ' V . 6A-5 12 r 7574 721 744 I` 1II LO4T3.40, KM8 3.61 84.6 Vi0,..: 1`4,, 44oi4,•,\,, P, gi\7,o/,-t,*9,`,,0340 me 002544210 „ 22 1 o: 066600g V- 4,Po) N 0-02-20:19.19 •1 8.7. 0. am. P 9076,f r t' 1 AAP A. 21.24 'Via-04-I 1, .1.1 AF10500 CV 619£6,. L • - 11 , fi\ T., 9 ---43 •-• 212 c'''' KC 770200007 e I.1‘ to9.1,1, I1111 6' it_. up14's 1 4642 3 wit P.a $ oe-Als 5 4 1R 1 .. 9,NI',,,2012V0.•, , 431370'1164701120456. .. ...k w 2 ':332305 ,.6 122 on . 0202 ' r• 1 • 9087 130 15 Z.}6../- 64 \.... 1,-0.-1 N. ;9.. .. .5 1 5°2. F' 11/C5P501351g4 1IIIt1.50 AO 4 , ....mom 2430 1 ''''',=£''' P° T. 330.00 2080 „I -c., . 1 U4 s rb0.1359 E2colo° 1 1 L 14, i$ 1 TR.'X V UND. 140 1 1 , 420:10 279000 .4 9 40. 3/0.09 i w, LOT 1e, Is I X 17,6 10C2 w N.. q n.,.....7,(...............thsr_2.-" es-ss:: ta.626o 'il__...140 OW r gne.,;, . KC 7010171020i ! 24 7 4%76044664E4 ., 1 VII 1.06 AC.' LOT1 460750 A: N. 1935 to C. LLA 4,- 5''' N al-"-IA.a'4 N oe!Se072:" 'L.: ....i 37''g..... rg od S901401.26 1: 416.50 1 6.. 332305 7 I 35,063 5 1 A fA,„ .74 ', S 05-55-01 Eon1T, g-,721 TRANS LN ESMT. i soy 2 1 419941) alver- 1 1.16 AC ,. 's 30. RD 2,2 4. •---,-.--__.._,Es;p___IOW,. L'.:...,. ..! N gr. N 6 4 VA31 2.0 AC . 0240 4.32 AC 21.9 --- 474.50 I 1 9142 • oi . 3tp,2 i110.37 AC i 2 KC%7221004 8404160944 a r t 1. i F. 6.01 S 1.17 ACT / 1 Lora z a 1 1 • SI I 4 Ii U34 co ana 43012* 4 I I 3\ 1 370311 ,.._ 1 11n. .""r^. .• - - - l 1; 134:/-i t r''' 49.01 299900lop 1 440, 17'so I No 0.35 AC ) NO,RTHWEST ERN GARDEN 1 8065 ! 8 •,..., e.q. t.-- 1 SITEIF,3 315008 . 1 1 i 300 one 261.52 ,./?,,,. \\‘‘ 4. 1soso ,, 150 40, 261.52 3C3 1 Zt4' E TRACTS DIV NO.6 1t \ 0 U 0/ 1 V01.40.100 I 3 .6199697 60 40:. 1 . 2.6 Z.6 ! X cc 1 7 1 1 1 I ' 5 1 1 3 Z ,1 I 1 • 1 1 i 5 4' I 4230011 5 4.99 AC /1 423008 2.0 AC 30 i 0300 .osal 0320 1 I feel 1501 150 3_43.39 1 ,- \ 1009 v 1 I 'T„„Ao TRANS. IN. ESMT. 30' 400.3919394 VOL 2840/328 g i3„.1., 4" sg A1101b141 0 ROAD ESMT 0-2 1 320 622.04 1 1319.00 I y531CATE0 BY 11..P. . 39.4 tile4V. PI/1Ni.-411.-3C" Z-. (" F...39'."94'5U3n/ 7-: mr--.- 8 -il ill- ' '- 0 62 1246 I 700 I 95 1 1 I 1 ' 1 ,PC' 1 ,' •da- _..„`4P .---ASSESSOR'S MAP i-,K.,,....,..._ d A 74ef sio•-• NORTH I . EXHIBIT H Wetland Inventory Map I' 1 Ceckr.Lower Cedar River Green p ' ., p ti Yd 1 2 3. _W 5 j'4. 7 810 6 E 2\11_vtrei 12 C jr17- 17 75 15 6 16 ti 20 23..... 24 27 81 2562 Jenkins CreelsBlackRiver A 36 80 26 6_1 30 2 Tr 'yh aSODS ` 29 Creek 39 ht,7.i1.0.,' 99....-,'_- , 3 8' 30.98_ l 1 v" 1. r ' 51 50 87 J 48 7A / 1 14415i1,y M. 49 52 53 , I54 55 56 / Lower Green River Covington Creek i A 4r 0 Cam. 74, I G 86 Middle Green River Mile N. 0 % 1 ij Soos Creek Green River Basin 1 M! q, • "•' 4 X4. 1.s• s g• r+•,.' t yb46 1 . rA fi ?^Ct"+,.. " k s j iy 4 / 3FR r s>= ' b» e'.,74, `y.• 4ct•. 4'' 1. 4,Ar4op , 1- .- • 1 3.. 7,3 , ,.'-,..' ,''' • '"Pp, ...,A, - ' -, :, ..-...i, .. ,,• -' -; -2. 4 , s >t 'Ar f i y r • a Y 1 A. ' r-t.`A•z.‘, •.'"Illtr'r:••,.. 7.. 1 t•—• L: 47 ' tom* i '4' 82'sue, i^'F4 c 4,ray g t fr".444," I J r- I-. ' g a t. 4:- ' ' : 4-4.,._r .;";. I 1_1 .A...',..:;','+'-.T;,';f,„. t;'"-... 1•,:,,..,- -"'`',': ,,,,,,• 1 I , ,, fin { r y ,, y _ /! 4 vt 4, tl'+i4 r A •• % . . .' i ',4<.. J! ` 1". ' /, at 1 s„ r tr t: y is t 4 / 1'fir01 x s,. .fi- `.$ ' 1 y 4 , 4M j 3 l Y•fy .5J:"' f 1 I '. aM :1/ Ls ,•1 1 rye+ J' Photo Date: 5-80 North 4 Approx.Scale: 1"= 1000' WETLAND: Soos Creek 2 COMMUNITY Soos Creek PLAN AREA: LOCATION: 33-23-5 BASIN OR Green River SE 28-23 15 DRAINAGE. INVENTORY DATE: 8-4-81 ACREAGE: 134 CLASSIFICATION: Fish and Wildlife Service Common Name PSS1 Palustrine, Scrub-Shrub, Broad- Scrub-Shrub leaved Deciduous (Willow) PSS3 Palustrine, Scrub-Shrub, Broad- Bog leaved Evergreen (Labrador Tea) PF04 Palustrine, Forested, Needle- Forested Wetland leaved Evergreen (Hemlock) 1 POW Palustrine, Open Water Open Water PEM5 Palustrine, Emergent, Narrow- Shallow Marsh leaved Persistent (Cattail) NOTE: The wetland edge shown above Is approximate. In marshes, ponds or lakes,the transition from standing water to uplands Is usually clear. However,the edges of forested or scrub/shrub wetlands are less distinct. There,the change from wetland to upland often occurs over a broad area called the"transition zone".For a discussion,see Wetland Plants of King County and the Puget Sound r..nivrande and"[S..idwlinwar fnr Kinn CeaiMv Weflande_.. Soos Creek 2 OBSERVED SPECIES: (refer to list in Appendix 1) Trees: AR, PT, TS, TP Herbs: LA, MU, OS, PH, RR, SD, TL Shrubs: AC, CS, CS, LL, RP, RS, SX, SD Sedges/Rushes/Grass/Fern: SE, BX, AX, AF, CX, EX, JE, JX, LM, ,PA Birds: GB, MA, VS, TS, BS, RB, AR, ST, MW, SS, YT, YW, WW, RS Mammals: Fish: Other: DF RARE/ENDANGERED/THREATENED SPECIES: (refer to list in Appendix 2) Recorded/Observed: Potential: I SIGNIFICANT HABITAT FEATURES: OUTLET: Type: Pipe, Overland, Undefined Condition: Open Outflow enters: Stream POTENTIAL STORAGE: Existing Active: 786 ac. ft. Potential Active: 258 ac. ft, GENERAL OBSERVATIONS: Litter rom park on south edge. Fill pushed.into wetland from welst edge. Ponds artificial. Bog area is drying up. WETLAND EVALUATION SUMMARY: Data was collected in the five categories shown below. Within each category the data was evaluated to produce numerical values. Composite values for each category were produced in order to compare each wetland to other wetlands in its sub-basin and in King County. The result of that comparison was a percentile rank. The percentile is expressed on a scale of one hundred and indicates the percent of wetlands that scored equal to or below that particular site. For example,a percentile rank of 80 under sub-basin means that the wetland scored equal to or better than 80 percent of all sites within the sub-basin for that evaluation category.NOTE: The percentile ranks are valid only within the individual evaluation category and are intended solely for reference and comparison. Rank Evaluation Category by percentile) Sub-basin County-wide Hydrology: runoff storage potential,water quality,potential for minimizing damage 94 98 in downstream areas Biology: quality of habitat,abundance and diversity of plant and animal species 94 81 Visual: diversity and contrast of wetland and surrounding vegetation, 96 22 surrounding landforms Cultural: types of access,proximity to schools/institutions,overall 23 35 environmental quality Economic: presence of agriculture/peat extraction,anadromous or game fish, 33 12 game birds or mammals of commercial value WETLAND RATING: i Each wetland was assigned one of three possible wetland ratings. The wetland ratings were determined by examining the scores of selected inventory tasks, specific data or percentile ranks for individual evaluation categories. The.criteria used to assign the wetland ratings are described in the Introduction. For each rating a number of specific guidelines for new development in or adjacent to wetlands were prepared The guidelines are intended to assist in carrying out King County's Sensitive Areas Ordinance and other wetland policies. They are included in a separate report titled"Guidelines for King County Wetlands". Wetland Rating: 1 (c) 11 L EXHIBIT I Basin Reco naissance Summary Report RECONNAISSANCE' REPORT NO. 2 SOOS CREEK BASIN JANUARY 1986 Natural Resources and Parks Division arid Surface Water Management Division King County, Washington King County Executive Tim Hill Ar---+. King County Council Audrey Gruger, District 1 Cynthia Sullivan, District 2 Bill Reams, District 3 Lois North, District 4 Ron Sims, District 5 Bruce .Laing, District 6 Paul Barden, District 7 Bob Grieve, District 8 Gary Grant, District 9 Department of Public Works Parks, Planning and Resources Don LaBelle, Director Joe Nagel; Director Surface Water Management Division Natural Resources and Parks Division Joseph J. Simmler, Division Manager Russ Cahill, Division Manager Jim Kramer. Assistant Division Manager Bill Jolly, Acting Division ManagerDaveClark, Manager. River & Water Derek Poon, Chief, Resources Planning SectionResourceSectionBillEckel, Manager, Basin Planning ProgramLarryGibbons, Manager, Project Management and Design Section Contributing Staff Contributing Staff Doug Chin, Sr. Engineer Ray Heller, Project Manager & Team Leader Randall Parsons, Sr. Engineer Matthew Clark; Project Manager Andy Levesque, Sr. Engineer Robert R. Fuerstenberg, Biologist & Team Leader Bruce Barker, Engineer Matthew J. Bruengo, Geologist Amy Stonkus, Engineer Lee Benda, Geologist Ray Steiger, Engineer Derek Booth, Geologist Pete Ringen, Engineer Dyanne Sheldon, Wetlands Biologist Cindy Baker, Earth Scientist Di Johnson, Planning Support Technician Robert Radek, Planning Support.Technician Randal Bays, Planning Support Technician Fred Bender, Planning Support Technician Consulting Staff Mark Hudson, Planning Support Technician Sharon Clausen, Planning Support Technician Don Spencer, Associate Geologist, Earth David Truax, Planning Support Technician Consultants. Inc. Brian Vanderburg, Planning Support TechnicianJohnBethel, Soil Scientist, Earth Carolyn M. Bverly, Technical Writer Consultants, Inc. Susanna Hornig, Technical Writer Virginia Newman, Graphic Artist Marcia McNulty, Typesetter Mildred Miller, Typesetter Jaki Reed, Typesetter Lela Lira, Office Technician Marty Cox, Office Technician P:CR k, ...s TABLE OF CONTENTS I.SUMMARY 1 II. INTRODUCTION 1 III. FINDINGS IN SOOS CREEK BASIN 2 A. Overview 2" B. Effects of Urbanization 3 i C. Specific Problems 4 1. Bank failures 4 2. Channel erosion 4 3. flooding and potential flooding 4 4. Stream habitat 4 IV. RECOMMENDATIONS 5 A. Inform appropriate governmental agencies of 5 the reconnaissance findings B. Reevaluate specific surface water management 5 policies C. Prepare a comprehensive basin-plan 6 D. Construct the capital improvement projects 6 E. Maintain or enhance instream and riparian habitats 6 V. MAP 7 APPENDICES: APPENDIX A: Estimated Costs A-1 APPENDIX B: Capital Improvement Project Ranking B-1 i-' APPENDIX C: Detailed Findings and Recommendations C-1 i.SUMMARY The Soos Creek Basin is located north and east of the Green River in King County. While the southern and eastern portions of the basin are rural, the remainder is a rapidly expanding suburban community. This development pattern has not caused serious environmental damage or flooding, however, due to highly pervious soils, an extensive network of streams and vktlands that provide naturalfor stormwater runoff, andstorage the fact that development has only recently accelerated in this basin. Although the overall severity of problems in the Soos Creek Basin was not great at the time of reconnaissance, several (significant problems were identified and should be addressed. These include bank failures, channel erosion, flooding in some locations, and poor stream habitat. Recommendations to addr ss these problems include efforts to 1) inform appropriate agencies of the reconnaissance findings, 2) reevaluate specific policy issues regarding the management of surface water, 3) prepare a comprehensive basin plan, 4) construct the capital improvement prof evaluated with citizen advisory committee criteria, and 5) maintain or enhance habit&throughout the basin. II. INTRODUCTION: History and Goals of the Program In 1985 the King County Council approved funding for the Planning Division (now called the Natural Resources and Parks Division), in coordination with the Surface Water Management Division, to cpnduct a reconnaissance of 29 major drainage basins located in King County. The effort began with an initial investigation of three basins --Evans, Soos, and Hylebos Creeks in order to determine existing and potential surface water problems a and to recommend action to mitigate and prevent these problems. These initial investigations used available data and new field observations to examine geology, hydrology, and habitat conditions in each basin. Findings from these three basins led the King County Council to adopt Resolution 6018 in April 1986, calling for reconnaissance to be completed on the remaining 26 basins. The Basin Reconnaissance Program, which was subsequently established, is now an important element of surface water management. The goals of the program are to provide useful data with regard to 1) critical pr oblems needing immediate solutions, 2) basin characteristics for use in the preparation of detailed basin management plans, and 3) capital costs associated with the early resolution o drainage problems. The reconnaissance reports are intended to provide an evaluation of present drainage conditions in the,County in order to transmit information to policvmakers to aid them in developing more detailed r gulatory measures and specific capital improvement plans. They are not intended to ascribe in any conclusive manner the causes of drainage or erosion problems; instead, they are to be used as initial surveys from which choices for subsequent detailed engineering and other professional environmental analyses may be made. Due to the limited amount of time available for the field work in each basin, the reports must be viewed as descriptive environmental narratives rather than as final engineering conclusions. Recommendations contained in each report provide a description of potential mitigative measures for each particular basin; these measures might provide maximum environmental protection through capital plroject construction or development approval conditions. The appropriate extent of such measures will be decided on a case-by-case basis by County officials responsible for reviewing applications for permit approvals and for choosing among competing projects for public construction. Nothing in the reports is intended to substitute P:SCB 1 t Soos Creek Basin continued) for a more thorough environmental and engineering analysis possible on a site-specific basis for any proposal. III. FINDINGS IN SOOS CREEK BASIN Reconnaissance in the Soos Creek Basin was conducted in November 1985 by Ray Heller, resource planner, Randall Parsons, engineer, and Don Spencer and John Bethel, consulting soil scientists. Their findi igs and recommendations are presented as follows. A Overview of Soos Creek Basin Geographic and land use features. .The Soos Creek Basin is located north and east of the Green River in t e eastern portion of the Soos Creek Plateau Community Planning Area. The basin is ituated east of the city of Kent, northeast of Auburn, and southeast of Renton. The city of Seattle's Lake Youngs watershed is included in the Soos Creek Basin. The south and east rtions of the basin are rural in character, with the north and west portions commit ed to a suburban development pattern that includes subdivisions and scattered single-family homes. The 1985 Kin( ,County Comprehensive Plan shows areas east of Big Soots Creek (in the northern part of the basin) and•south of Lake Youngs with "rural d velopment" designations that specify 1-5 dwelling units (DU) per acre. The southern area to the east of Soos Creek and north of the Green River is designated "transitional." This interim designation will limit development to rural- residential densities u til such time as rural/urban .designations are made through updated community pans. The King County Par Department owns more than a five-mile stretch from Southeast 192nd Street to Lake Meridian, along Big Soos Creek. These presently undeveloped park lands are mostly wetlands and lie within the 100-year floodplain. Major geologic, hydraulic, and hydrologic features. The Soos Creek drainage area is a tributary basin to the Green River basin. The area is part of the Puget Sound lowlands and is chara9terized by a glacial drift plain, covered by small ridges and rounded hills that were formed by continental' glaciation. While the Soos Creek Basin is moderately developed, the degree and amount of channel erosion, slope failures, and other forms of geologic and hydraulic damage are far less than might be expected. Artificial conveyances are also still functioning in this basin as they were originally designed and intended. These conditions may be explained by three main factors. First, there is a very effective natural retention and detention (R/D) system provided by an extensive network of 52 wetlands and numerous major and minor streams. Most of the wetlands are located in the northern portion of the basin in the upland areas as well as adjacent to streams. Big Soos Creek originates in the northeast corner of the plateau and flows southeast to the junction of Little Soos and Jenkins Creeks, then curves west at its confluence with Covington Creek. Big Soos Creek joins the Green River east of Auburn near State Rod (SR) 13 at 160th Avenue SE. These wetlands and streams appear to be functionit}g well as stormwater control facilities for the current levels of development, as well as serving to prevent damage from surface water runoff. P:SCB 2 Soos Creek Basin continued) Second, the soils in the upland areas generally have a high infiltrative capacity, particularly in the squthern portion of the basin. Stormwater is absorbed into the ground at these.locations before it can cause erosion or other damage. Third, development in the basin has only just begun. Properly functioning wetlands and streams have not yet been altered, nor have well-draining soils been covered byimpervioussurfacestoanygreatextent. Maintaining these properly functioningdrainagesystemsshouldbeagoalinthisbasinandwillbethefocusof recommendations made later in the report. Habitat characteristicL The habitat of Soos Creek Basin is .generally good and supports large popul tions of both native and hatchery anadromous fish. The source of the hatchery fish Is a State facility near the mouth of Soos Creek. Cutthroat trout reside in stream wat rs, and anadromous fish spawn and travel in many of the tributaries and the main stem of Big Soos, according to field observations and reports from local residents the time of reconnaissance. Habitat is being damaged or threatened in some places by bank erosion and degraded water quality associated withlandclearing, livestock feces, and wetland filling for development. One of the more serious instances of abitat-threatening erosion originates at the parking lot of theSeattleInternationalaceway (SIR), which is located on the plateau in the lower portion of the basin. Drainage from the paved parking lot is increasing erosion in nearby tributaries an filling spawning gravels with sediment. Appendix C of this report identifies sites of habitat damage or potential damage. Further water quality s information related to habitat in the basin can be found in the Critical Stream Inventory of Soos Cr ek, published by Metro. V B. Effects of Urbanizati n Low levels of development in most parts of the Soos Creek Basin, together with a well-functioning natural( drainage system, have kept serious erosion, sedimentation, and habitat damage to a nninimum until now. However, the present and projected rates of. development indicate tihat there could be increasing amounts of damage, as suggested by the types of problems observed during reconnaissance. • The expansion of impervious surfaces in the basin is already beginning to accelerate the rates and volumes of stormwateri flowing into (and reducing the capacities of) both natural and artificial channels. Imervious surfaces are also reducing the amount of highly pervioussoilsavailabletoabsotjbrunoff. The predictable impacts are already in evidence: erosion, mass-wasting, sedimentation, and degraded water quality and other habitat destruction. The following section provides a more detailed-account of problems found during fieldinvestigation. C. Specific Problems Identified The study team examined numerous sites along the main stem of Big Soos, Little Soos, and West Soos Creeks, as well as 21 small drainages tributary to these main stems. Several of the most significant problems found during reconnaissance are described below. P:SCB V 3 Soos Creek Basin continued) 1. Bank failures. On Tributary 0072A, river mile .30, for example, there exists a major bank failure triggered by bank undercutting. The source of the problem appears to be i creased runoff from street construction. Unless flows are intercepted and redirected to storm sewers or other facilities, there will be increased bank erosion and consequential deterioration of property and stream habitat. 2. Channel Erosioi. This includes both instream and bank erosion caused by large volumes of runoff emerging from storm drains and washing away highly erodible soils. This creates a new, deeply incised channel that enlarges over time. One example of this problem occurs on Tributary 0072 near the SIR in the lower part of the bas n. Large expanses of pavement at this location have contributed to high volume flows and channel erosion. 3. Flooding and tentiai flooding. In numerous locations, development has increased the a ount of runoff entering existing drainage facilities or otherwise impeded the ab lity of natural systems to carry the amount of runoff. When drainage system fail to function as they were intended, flooding can occur. Increased devel pment without concurrent increases in drainage facilities adds to the possibility t at serious flooding will occur. On Tributary 0092, river mile 1.20, for example (co lection point 11), the Little Soos has been contained and, manicured as it passes through a developed plat. Such alteration to a natural drainage channe reduces the stream's capacity in places. The result has been the regular semi-annual flooding of some homes. Further development could aggravate these kinds of flooding problems. 4. Poor stream habitat due to: a. Lack of overhead canopy and streamside vegetation. Overhead canopy stabilizes v;ater temperature, while streamside vegetation protects banks from erosion. b. Contamination by livestock feces. In areas of the basin where livestock have extensive access to streams, water quality has become degraded by animal feces. These cause harmful nutrients to be added to the water which can threaten fish survival c. Erosion. Streambank and channel erosion, already described above, is caused in part by livestock access. On Tributary 0073, river miles 3.60-4.70, for example, there exists poor stream habitat because livestock have trampled and denuded banks of vegetation; this has led to the sedimentation of spawning areas and caused turbidity. IV. RECOMMENDATIONS'FOR ACTION The following recommendations are based on findings of the field team and reflect the original goals of the Basin Reconnaissance Program, as outlined in the introduction of this report. A. Inform appropriate governmental agencies of the detailed findings from the reconnaissance of this basin. Project representatives should meet with staff from King P:SCB 4 Soos Creek Basin continued) County Roads Division, Surface Water Management Division, Building and Land Development, and other interested agencies to transmit relevant information. B. Reevaluate specific licy issues regarding surface water management. These may include the need to: 1. Improve enfo went of wetlands regulations to maintain these areas in their natural states. This will insure their continued function as surface water quality and quantity c ntrollers, as well as preserve their habitat value. If regulation proves ineffectir e, the County should secure easements or consider other means to preserve wetland areas. 2. Require the es ablishment-of undisturbed buffers and setbacks adjacent to naturalral drainage swalesl. Variations in stream morphology and geology indicate the need for stream corridor guidelines that take these into consideration. Improve enforcement of "no clearing" covenants in these sensitive areas or seek County easements or actual ownership. Fencing along streams in livestock areas would help water quality and reduce erosion and sedimentation. 3. Investigate and promote the infiltration of surface water where feasible and economical to reduce increased runoff from developed areas. Also, encourage the use of grass swales and open ditch conveyance systems to improve infiltration and water quality enhancement capacity. Areas of high filtration are identified on final display mpsl (for the Basin Reconnaissance Program) in the offices of Surface Water Management, Building and Land Development, and Basin Planning. 4. Require the tightlining of storm-drainage outfalls down steep or sensitive slopes using state-of-the-art facilities, including high density polyethylene pipe with energy dissipation at the outfall. 5. Reevaluate storr}iwater rate and volume release regulations for new developments. Current regulations may be inadequate and result in unacceptable downstream erosion that causes property damage and loss of habitat. 6. Increase current maintenance levels for King County surface water R/D and conveyance facilities. Due to the lack of funding, maintenance of existing facilities is sometimes insufficient and results in facility dysfunction and failure. These will only .e aggravated by additional upstream development. P:SCB 5 r'-I Soos Creek Basin continued) C. Prepare a comprehensive basin plan to consider, at a minimum, the need to: 1. Enhance and utilize the extensive existing'wetlands as regional storm-detention facilities without jeopardizing habitat values. Prepare a schedule for the anticipated need for these hydrologic enhancements as they relate to projecteddevelopmentinthebasinandimpactthewetlandecology. 2. Examine existing storm-detention and conveyance facilities to determine whether their control orifices are properly sized to optimize the detention site and achieve the maximum benefit to the downstream systems. 3. Establish floodplains in low-lying areas of slight gradient for existing anddevelopedrunoffconditions, i.e., adjacent to wetlands, particularly for wetlands proposed as regional detention sites where inundation of adjacent properties maybesignificant. 4. Identify stream reaches critical to the maintenance of anadromous and trout populations.. 5. Review geologic findingsfrom this. study in order to.identify areas of particular I " soils' sensitivity and develop special analysis criteria for new developments. D. Construct the capital improvement projects according to the CIP priority selection criteria. These proj identified in Appendix B of this report, include projects to: 1 Calibrate and 7trofit existing detention-control structures-and to improve existing conveyance systems. 2. Stabilize channe' and slopes. 3. Provide regional detention facilities, including the utilization of wetlands, where biological assessment has determined that the natural habitat, values will not be significantly alteied. E. Maintain or enhance the instream and riparian habitats. 1. Maintain wetlands and buffer areas around them. These provide both valuable wildlife habitat and natural stormwater storage that helps to maintain year-round baseflows in the stream. 2. Adopt a stream-corridor policy in the Soos Creek Community Plan to protect the stream corridor from damaging types of land uses in adjacent areas. 3. Encourage the Washington State Department of Fisheries to allow use of the natural stream system for salmon spawning. Maintain a natural run of all the indigenous anadromous species. 4. Prohibit filling the 100-yeartnyear floodplain. The County should establish regulations to prevent the loss of floodplains in order to maintain their natural storage for floodwaters and guard against degradation of important fish and wildlife habitat. P:SCB 6 1 ,', ' ' ...4 ...•i•--.... .,.._al.NI_Li::-.::„.1-1.-'- 1- 1-'...1-'4.--/'" 17-1T.:11.1.1.... -f,L-:.--1 r, ier SE L. 1-- g SE HS ST . 1..-1,r. 111S ST 11 44e.,..•-• • ' - : )--r" ( .`• 0, 1 hme..1 ,'---?----J -1kS2-11..r-t, 11.1 ,.., a-PCT .., :'" r. 'Vs. 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'4y) 1 I N • ,I,J \ ril Ji • e •• ire, . ; a ' I I.sE .. i ,i. 4.2 ','-:,'):2,•..,='. n. 2.- ,.44L4 ' ';6s.: ii • • ..;13.S+ , . 1 ST t ,I 1 s,1-. . 411. 4 t 3 if,4- ,- 4'' 5402 t? 1 11.g.261 g1 - d -, .. 1 f .. 117/ 41. 41, 0.20'ut SE ,•1 ST 41 I i-T---••\ \ IP' '.-', -.-4.), . 0 \ .• i •--- h.___:. i-. ..1 r. , ,,If0j4-\ • 1thSif) 0 K -id i•-•1 -I- •1 N I ' 1 1 00 419 .W" 11-1 ' .. 1 I h.." .-.. .AE;4 1 4i I . ----,e' N -'" GI. •'7% Meridgan g, • E ' -Cre-i ' . :1 \ ,1 • Efii . Am,• • . ire , ,,,;.R.AP.. REM1I \,,.. • jii. ,././eIgi 7.. Covington 1 • '1 PT 2 :1 tL) j.• .•• ' : , F.. (P I' 5 fir sr2 ST 1 rI•TI,..-- 1-. (ft)To SR 169.''•I l•-sE •: . •• I t' X('••_IDII‘'. " i OrCFP)Offir 12ES .1 ST.4.. T.,C • A 1 _ it,SE ELT1 1 T-I liaL4A 14-2- C \,• zi ziIli.. lil zi ' 1 v.J,, u_[[.:: e;=' SE'2J6 5_ ....._ ).,. l f 1' SE:tJ3 SY unU i E J.J,J- N_I J:` " m i y• I, NF, a it.. mf.xrV lifft c.Joos i SOOS CREEK BASIN T! R Ail I SE rN Si Late y, to i i N, .'''y `I '' N••, Basin Boundary. Meridian • 1 w Imo,, ql w j .. SE u 1 • V D A os W1I Collection Point Boundary P. i ••• 1 11 SE a. I :i i• ' 5417 ® Collection Point 1 w - \ o ••Sf1E5 r.. \ I K 1 Stream a..J. - i < 1+. 1 • > 1 1 ••• ...) 4 ri ,. 0072 Tributary Number 1 ( I .l•• 5401 Proposed Project c" isT • R05wF1I - 1 1 > \ • 402 i L SE 3.7 S 7i11SEST1CS.T.. • T 1Lake 8 i 6 8E; P J P. i Y,6 \ .i•. y Mandmn KE •. 1 Jf i 3 ixmC '.. ••• 1 MEN •A , \ \ • . . 9! I SE JTJ ST 1 •! "T< yl .l •10 •• '••• ,• J 7-•• 1 Covington i SE Jl._ST 1 i- 1 i< i • ST .... • \\ tf i i_..t.. M i1•1-..--- f To SR/ 11 1 4__-- jam. 1 .. 1 I-•`-F.I 1 3i1 j e S MMEI :4• ~i. •/ 1 ', SE OSY a i. I i l! 1NoSTQ 1 ST SE- •• S _J ER Ste_ r i.. _._._ s. W• 0 5P D 2i7ij. SE If0 ST i ` aao sr.- T •• O1r.w i 1 a,..r SE*TO ST i r ST r 'a SS,i_ t,, y V . i ( f,<1i•• •• ( ..._._..f •:'tyj" rY C SE Ja ST •i 'S j/ '=:- Le ill ---T LEA I z H/LL • i . isA_L..100•• •• I Y • . JTIti 1f: ryryryi SE SE !:= ell • • i 1 1 • 1 i a•eT t 1 If d M1-N•R171! Inl.rxn,nJ lla, { - S j i - r r r'r •"ti EEEjjj OO I E 1 A:444 I rs- ,V Heights Y °% f i IaG• EN RIVER Sf' tom"..i—']j.`J COMM ITY COLLEGE sE ij In i fYF g , N 0^0 i Ne e i I ML _42!t 111644 GREEN S.Te _ . f` ) L.x Jns v yany+:wiL1 I St 14y ? C.led Barn Ranch 1, 3 x sw er \ 1! APPENDIX A ESTIMATED COSTS: PROPOSED CAPITAL. IMPROVEMENT PROJECTS SOOS CREEK BASIN Indicates project was identified by the Surface Water Management Division prior to reconnaissance. NOTE: All projects are located on map included in this report. Project Collect. Estimated—CostsNumberPrint • Project Description Problem Addressed and Comments 5401* 20 Construct low berm (approx. 2') and Mitigates increased upstream peak 153,000 proportional discharge-control weir flows and runoff volumes. likely to-be muchatoutlettowetland. (This project less due to land is independently justifiable.) Welland acquisition cost) rating is #2. Biological assessment is needed to assure this project does not decrease habitat values. 5402* 9 Excavate and berm to construct regional Mitigates increased upstream peak 194,000 facility at lower end of wetland. flows and runoff. This location serves dependent on land Provide proportional weir discharge. Trib. 0073 and 0076. (Good location.) costs) Wetland rating is #1. .Biological assessment is needed to assure this project does not decrease habitat values. 5403* Could not locate or verify. Address in basin plan. Eliminate for now.) 5404* 17 Construct a proportional control weir Mitigates increased upstream peak flows 250,000Wetlands4416 • at SE 224th St. bridge. (Project should and runoff. (First site that could be justified'by a future basin address flows south of Petrovitsky.) plan.) Welland rating is #2. Biological assessment is needed to assure this project does not decrease habitat values. P:SCI3.APA A-1 Project Collect. Estimated CostsNumberPointProjectDescriptionProblemAddressedandComments 5405* 19 Construct berm and proportional control Mitigates increased upstream peak 98,000 weir in Boulevard lane Park. (Project flows and runoff. should be justified by a basin plan.) Wetlands rating is #1 Biological assessment is needed to assure this project does not decrease habitat values. 540tY 12 Construct outlet-control structure Mitigates increased upstream. peak 17,800Wetland5444• at existing culvert passing flow flows and runoff. May provide under SE 256th St. (Project would extra detention to assist in be independently justifiable.) Wetland alleviating capacity problems far rating is #2. Biological assessment is downstream. needed to assure this project does not decrease habitat values. 5407 15 Construct a berm and proportional Mitigates increased upstream peak 228,000Wetland5420dischargeweiratoutletofexistingflowsandrunoff. wetland. (Project should be justi- fied by a basin plan.) Wetland rating is #2. Biological assessment is needed to assure this project does not decrease habitat values. 5408* 13 Raise the SE 240th St. roadway .Mitigates•increased upstream peak 70,000 approximately 2' and construct.a new flows and runoff. (Good location.) bridge with proportional control weir. Project should be justified by a basin plan.) Wetland rating is #2. Biological assessment is needed to assure this project does not decrease habitat values. P:SCB.APA A_2 Project Collect. Number Point Project Des ription Estimated Costs Problem Addressed and Comments 5409* 13 Construct berm and proportional control Mitigates increased upstream peak 221,000Wetland5433weiratoutlettoClarkLake. (Project flows and runoff volumes. May justified.) depending on landcouldbeindependentlyY1provideextradetentiontoalleviatecosts)Wetland rating is #1. Biological capacity problem downstream. assessment is needed to assure this pro- ject does not decrease habitat values. 5410" 8 Construct_central-manhole-at-outlet Provides-continued detention forWetland5488ofexistingpond. Dead storage should mobile home park plus small amount 28,000 be maintained for aesthetics. (Project of additional area. seems of very limited value.) Wetland rating is #2. a 5411" 18 Small wetland located near top of No project proposed. Maintain Eliminate for now.)Wetland 5476 subbasin; maintain condition as is. wetland in its existing state.Wetland rating is .#2. Biological assessment is needed to assure this prbjet does not decrease habitat values. 5412" 1.6 Construct berm and proportional control Mitigates increased upstream peak flows 246,500Wetland5480wciratoutlettowetland. (Project and runoff. dependent on landshouldbejustifiedbyfuturebasin costs) plan.) Wetland rating is #2. Biological assessment is needed to assure this project does not decrease habitat values. 5413* 3 Construct berm and proportional control Mitigates increased upstream peak 193,600Wetland5477weiratoutlettowetlandadjacenttoflowsandrunoff. (May not be as dependent on landSR18. (Project should be justified by desirable as Projects 5419 and 5420.)costs)future basin plan.) Wetland rating is #2. Biological assessment is needed to assure this project does not decrease habitat values. P:SCI3.APA A-3 Project Collect. Estimated CostsNumberPointProjectDescriptionProblemAddressedandComments 5414 2 Construct berm and excavate to Mitigate increased upstream peak flows 169,000 provide additional detention volume. and runoff. Reconstruct discharge from Construct a control manhole. (Project SE 320th St. to stable outlet. (Justifiable is independently justifiable.) immediately,due to impacts on state fish hatchery.) 5415 1 Construct tightlinc system in Prevents further road embankment and steep 156,000 existing stream channel. (Project cut-bank failures. (Justified immediatelyisindependentlyjustifable.) due to,.impacts on state fish hatchery.) 541E 11 Construct new landscaped berms adjacent Prevent neighborhood flooding, which to existing privately owned and main- jeopardizes 3-4 homes by containing stream Wined stream channel to increase as it passes through plat. (Justifiable capacity and prevent neighborhood immesiiately_as_situation—will—only—worsen flooding. (Project is independently with upstream development.) justifable.) 5417 13 Raise 148th Ave. SE roadway approx. Eliminate-seasonal flooding of roadway 223,000 1.5' and construct proportional control and mitigate increased upstream peak weir at SE 256th bridge. (Project is flows and runoff. (Justifiable immediately independently justifable.) due to flooding of roadway.) 5418 18 Construct control weir at bridge on Mitigate increased upstream peak,flows 88,700 SE Lake Youngs Way. (Project should and runoff. be 'justified by future basin plan. 5419 10 Construct proportional weir at existing Mitigate increased upstream peak flows 138,000 bridge. (Project should be justified and runoff volumes. (Site appears more dependent on land by future basin plan.) desirable than 5413 due to ease of use costs) access.) 5420 11 Divert excess flows from Little Soos Mitigate increased upstream peak flows 88,500 into abandoned borrow pit for infiltra- and runoff volumes. (This is a highly tion. (Project should be justified by desirable alternative due to groundwater future basin plan.) recharge and quality control) 1':SCIJ.APA A-4 APPENDIX B CAPITAL IMPROVEMENT PROJECT RANKING SOOS CREEK BASIN Prior to the Soos Creek watershed field reconnaissance, 13 projects had been identified and rated using the CIP selection crit ria developed by the Surface Water Management (SWM) Division and the Natural Resources and Parks Division. Following the reconnaissance, 20 projects remain proposed for this area. They include the 7 new, previously unidentified and unrated projects plus the initial 1 projects. The previous SWM capital impro ements project list for the Soos Creek Basin had an estimated cost of 83.450,000, whilg the revised list decreases to an estimated cost of 2,622,000. This 24% reduction In estimated capital costs is due mainly to downward revised cost figures for acquiring or secu ng easements over wetlands. The following table summarizes t e scores and costs for the CIPs proposed for the Hylebos Creek Basin. The projects were ted according to previously established SWM Program Citizen Advisory Committee criteria. The projects ranked below are those for which the first rating question, ELEMENT 1: " 1 0/NO-GO," could be answered affirmatively. The projects can now be considered for merging into the live" CIP list. Any project scoring over 100 points should be considered for i corporation into the six-year CIP plans. RANK PROJECT NO. SCORE COST 1 5415 135 156,000 2 5417 127 223,000 3 5407* 113 228,000 4 5414 105 169,000 5 5409* 100 221,000 6 5416 98 68,400 7 5402* 95, 194,000 8 5401* 59 153,000 9 5406* 33 17.800 TOTAL S 1,430,000 Indicates project was identified by SWM prior to the reconnaisance. APPENDIX C - DETAII,ED FINDINGS AND .RECOMMENDATIONS SOOS CREEK BASIN All items listed here are located on final display maps in the offices of Surface Water Management, building and Land Development, and Basin Planning. Trib. & Collect. Existing Anticipated Item River Mile Point Category Prop. Proj. • Conditions and Problems Conditions and Problems Recommendations 1 (()72 1 Hydrology See Item 6. Main stem will be strained to New developments in upland areaRM2.84 accommodate increased volume should investigate infiltration of of runoff from developing runoff as much as possible. Direct areas upstream. Bank erosion discharge to stream, after tightlining causing increased siltation down sensitive slopes, is Undesirable and habitat destruction) and last choice" alternative. slope failures (leading to property damage) will result. 2 0072 1,3,10, Habitat habitat of upper stream .More filling of wetlands. Prohibit filling within 100-yr.RM .60 13,17, good from buffer of exten- Sediment from adjacent devel- floodplain or in wetlands. Work with 18,19, sive wetlands and mainten- opment will fill portions of landowners to fenceg alongside stream20ancebyCountyParksDept. , wetlands and stream channel to keep farm animals out. Problems on 562 acres of due to low gradients. More wetlands include illegal debris, pollution, and flood- filling, livestock-related ing will result from additiona. bank erosion, debris in development. stream. There is a greater degree of development adjacent to stream. Main stem provides important rearing habitat for salmonid species. P:SCB.APC C-1 I'rib. & Collect. Existing AnticipatedhemRiverMilePoint • Category Prop. Pro'. Conditions 'and Problems Conditions and Problems Recommendations 3 0072 - 1 Geology Soos Creek meanders on a Unstable soils and wet con- Future construction should receiveRM .60 wide alluvial plain. Mum-ditions on valley slopes. close study for stability andmocksonvalleywallsand erosion potential.pistol butt" tree trunks suggest colluvial creep. Numerous springs with silt/ clay lithology. . 4 0072 1 habitat Darn on main stem impounds Increased flows will result Develop basin plan with computerRM .60 fish_for_state_fish in—more—flooding-and—potential simulation of—stream flows to givehatchery. No problems bank erosion. complete analysis in lower portionobserved.d' of Soos Creek. Also include Jenkins and Covington Creeks. 5 0072 1 Geology Erosional chute 6' deep Highlights severe erosional Recessional sand depositsRM1.70 emerges from runoff of potential of this recessional in sections 2, 3, 10, 11, 14, 15, 16,Seattle International Road- sand unit and impact of un-21, and 22 of T21 N, R 5 E are way (SIR) parking area. controlled runoff. highly sensitive to erosion. RequireLithographisloose, strati- hydroloic and geotechnical reveiwfledrecessionalsands. for design, adequacy, and.suitabilityLargeslideinducednorth , of collection and 'conveyance facili •of railraod right-of-way. ties for all runoff from SIR, as well as existing and planned develop- ment within boundary of collection area. Require implementation and compliance if no- facilities exist. 6 01172 1 Geology Main stem of Soos Creek is None. None.RM, 2.50 25' wide with well-developed. gravel bars. Terraces suggest occasional flows 2" above current level. P:SCI3.APC C-2 a 1'rih. & Collect. Existing AnticipatedItemRiverMilePointCategoryProp. Proj. Conditions and Problems Conditions and Problems Recommendations 6 0072 1 Geology Main stem of Soos Creek is Nonc:RM 2.50 25' None. wide with well-developed gravel bars. Terraces suggest occasioanl flows 2' above-current level. 7 0072 1 Geology In vicinity of private foot Continued medium to large None.It 2.60 bridge, medium to large failures into creek. bank failures occur in silt/ clay-rich colluvium. Causative mechanisms include undercutting and reduced shear strength owing to abundant springs and seepage 8 0072 1 I labitat Private landowner has Fill and riprap will shift Restrict filling and riprap inRM2.60 placed riprap• for 150' on stream onto opposite bank, natural meander of floodplain. Ifleftbank. resulting in increased bank property in danger, consider pro- erosion. tective measures along streambank such as riprap. 9 0072 1 Geology 30" diameter CMP with Continued maintenance. None.RM 2.65 erosion in recessional sands. 10 0072 3 Hydrology 5413 Sec Item 6. Main stream will be increas-New developments in upland areaRM2. 4- ingly strained to handle should investigate infiltation of5.85 higher volume of runoff from runoff as much as possible. Direct- developing areas. Bank ing discharge to stream after erosion anticipated, causing tightlining down sensitive slopes habitat degradation, slope is undesirable "last choice" alter- failures, and property damage. native.. 1'rib. & Collect. Existing AnticipatedItemRiverMilePointCategoryProp. Proj. Conditions and Problems Conditions and Problems Recommendations I I 0072 3 Geology West of confluence of Creek blockage and threat to Recessional sand deposits in sectionsRM4.20 Jenkins and Soos Creeks, property near edge of bank.2 3, 10, 11, 14, 15, 16, 21200' of sloughing in and 22 of T 21 N, R 5 E are highly sensitiverecessionalsandsand to erosion. Identify dischargegravelsin40'-high bank. sources and evaluate adequacy andCauseappearstobeoverbank suitability of collection and convey-discharge. ance facilities. Require compliance if none exists. I2 0072 3 Habitat Stream habitat appears to None.RM 4.20 None. be in good condition on this steeper portion of the stream. Riffles common, with some pools. Stream- side' vegetation and over- head canopy both abundant. 13 0072 3 Geology Near bridge, stream flows Increased future flows could Development detention forRM5.80 through wooded wetland. overtop existing berm struc- tributaries upstream. tures and flood adjacent agricultural lands. 14 0072 10 Hydrology 5419 Slight degree of develop- Area planned to develop only A basin plan should examineRM5.85 ment has not caused sig- moderately; significantg prob-feasibility of directing flows fromnificantproblems. South lems will probably result Trib. 0092 at collection point 11portionofWetland6430fromupstreamareastribu- into proposed R/D site at gravelandundesignatedwetlandtarytothispointratherpiteastof156thPI. SE. Thisatthiscollectionpointthanfromflowsgeneratedcouldprovideinfiltration, deten- provide R/D for local and by runoff. Lion, and overflow discharge directlyupstreamtributaryflows. to collection point 10.Some localized bank over- topping in portions of main reach, but innundation probably limited to adjac- ent agricultural land. P:SCIJ.APC C-4 I'rib. & Collect. Existing Anticipated Item River Mile Point Category Prop. Proj. Conditions and Problems Conditions and Problems Recommendations 15 0072 13 Geology At 256th crossing, wetlands Overflow between SE 148th and Perform cost-benefit analysis forRM7.20 and slow flow characterize SE 256th. grade raise and improved drainage. . soils. 16 0072 13 Geology At 244th (240th) overland None. None.RM 7.95 out-of-bank flow is common; • flooding; 17 0072 13 Hydrology 5417 Wetlands provide R/D for Flooding of roadways will Increase height of roadway embank-Main stem 5408 areas upstream and tribu- become more common and ments to prevent continued flooding.RM 7.20-7.4 Lary to reach. 148th Ave.greater in extent as upland Monitor wetlands for illegal fillingRM7.95 SE roadway crossing wetlands areas develop. and grading. in area is overtopped during high flows due to a slight elevation of roadway. Some localized bank'overtopping in nonwetland portions of main reach, but innundation limited to adjacent agri- cultural land. 18 0072 17 Geology Minor flooding in wetland Increased flooding activity Develop detention for upstream areas.RM 9.45 areas with degradation cif is likely with upstream portions of SE 224th. development. 19 • 0072 ' 17 Hydrology 5404 No significant problems in No upland problems antici- Monitor areas adjacent to wetlandRM9.55 upland due to low level paced as area is planned to for illegal filling and take enforce- development. SE 224th St. develop very little more. ment action as needed for restor- road embankment is only Any developments in areas ation. approx. 2' above wetland; tributary to this subbasin may be overtopped. Periodic will exacerbate flooding of overtopping and innundation SE 224th St. of base, deteriorating road- way where Trib. 0095 passes under SE 224th. P:SCI3.APC C-5 r 1 Trite. & Collect. Existing AnticipatedItemRiverMilePointCategoryProp. Proj. Conditions and Problems- Conditions and Problems Recommendations 20 0072 18 Geology Soos headwaters flow slowly None.None.RM 10.50 through smooth pastureland. 21 0072 18 Hydrology 5418 Wetland 5409 provides R/D Continued devclpment may Monitor areas adjacent to wetlandRM10.78 for areas tributaryto cause some localized capacity for illegal filling and take enforce-reach. Some localized hank problems in upland tributary ment action as needed for restora-overtopping in main reach areas. Flooding south of lion. south of 204th Way, but SE 204th Way likely to becomefloodingcurrentlylimitedmoresevereuntilupstream to adjacent agricultural regional_detention_sites land• development. 22 0072 19 Hydrology 5405 Wetland 5402 provides Wetlands will continue to be Legal actionsRM12.20pending against illegalnaturalRIDtodownstreamthreatenedbyillegalfillingfilling; seek to restore wetland tosystem, although its func- until effective enforcement original state. Possible opportunitylionshavebeenseverelymethodsaredeveloped. to create multi-use facility indegradedbyillegalfillingCapacityproblemsshouldbeexistingKingCountyBoulevard Lakesouthofandadjacenttoaddressedbydownstreamanal- Park if need identified in futurePetrovitskyRd. and east ysis for new developments. basin plan.of SE 182nd St. Some County should coordinate capacity problems exist conveyance improvements. at undcrcrossing of Petro- vitsky Rd. P:SCI3.APC C-6 Trill. & Collect. . Existing Anticipated Item River Mile Point Category Prop. Proj. Conditions and Problems Conditions and Problems Recommendations 23 0072 20 Hydrology 5401 Factors explaining lack of Recent installed sanitary Protect and enhance wetland. ARM14.25 problems in this area: sewers make it likely that high-density multi-family development1) .this uppermost subarea area will approach its may be proposed adjacent to wetland has no other tributary anticipated density soon. due to increasing development pres- areas; 2) development is Wetland will continue to sures in area. moderate and many homes arc provide adequate buffer for situated on large several- downstream system, provided acre parcels; 3) an exten- . it is not degraded by illegal sive wetland (#5401) acts filling or, clearing. Channel as effective natural R/D upstream of wetland is likely site, as evidenced at to experience some capacity collection point. problems; these should be addressed by new developments as they occur, possibly with County coordinating a coopera- tive funding of conveyance improvements. 24 0072A 1 Habitat There are several severe More.development at collec-Repair erosion of R/D pond atRM2.40 bank cuts, as well as debris lion point 2 and at Green upper end of tributary.in stream. Habitat for River Community College will - Remove debris from stream. fish is poor. increase flows. Increased flows will result in more bank erosion, sediment, and loss of habitat. 25 0072A 1 Geology Drain pipe undercuts to Highlights potential for Evaluate source and establishRM .25 form erosional chute. continued or increased alternate means of conveyance. Natural springs have down- erosion in loose colluvium cut 8" into soils P:SCI3.APC C-7 frig. & Collect. Existing AnticipatedItemRiverMilePointCategoryProp. Proj. Conditions and Problems Conditions and Problems Recommendations 26 0072A 1 Geology Bank failures of deltaicRM .30 Increased erosion of banks Intercept source flows in streetdeposits (ancient lake) and deterioration of habitat. areas and direct to storm sewerstriggeredbyundercutting; response to increased flows or suitable facilities. from streets above. 27 0072A 2 Hydrology 5414 • Detention facilit forRM10Y If not corrected, problem Construct detention facility hereRainierRidgesingle-family will deeply incise swale bank and direct runoff from SE 312thplatappearedtobeandtransportanunacceptableSt. to this location. Analysis andfunctioning,—although—one-volume—of—material—tostream design o facility 'should calibratesectionofbermhaderodedbelow. Increased runoff from existing detention facilities andseverelyandneedsrepairareasoontobedevelopedconstructretrofittingcontrolandarmor. Pipe directing will aggravate slope failures features to allow all facilities inroadsiderunofffromobserved. Reach is of par- the subbasin to work as a completenorthsideofSE320thhasticularconcernduetoadversesystem.failed, and runoff has impacts on state fish hatcherycutditchthroughvege- immediately downstream. Cation to east, causing , significant slope failure on right bank of tributary. 28 007213 1 Ilabitat Culvert under railroad is Increased stream downcutting Place strict onsite controls on anyRM .10 . a fish blockage. Small and resulting bank erosion, future development tributary to thisephemeralstreamundergoingsidecutting, and sedimenta- drainage, since no area exists forsomebankerosionduetotion,downstream will occur. regional RID.increased peak flows. 19 0072I3 1 Geology Silt/clay lithology exposed None.RM .75 None.in bank. P:SCI3.APC C-8 1'rih. 8: Collect. Existing Anticipated Item River Mile Point Category Prop, Proj. Conditions and Problems Conditions and Problems Recommendations 30 0072C 1 Habitat Small, class 5 stream; poor Erosion and downstream Establish nonerosive stormwaterRM .10 fish habitat due to small sedimentation inevitable if- release rates and volumes for size. Streamside vegetation development occurs. future development. and overhead canopy in good condition. 3I 0072D 1 habitat Severe erosion, bank fail- There will be more movement Establish onsite control for SIRRM .10 tires, slides, and sediment of large amounts of earth. stormwater. exist. . 'There are ironfixing bacteria from debris. Out- fa11_fronLSllZparkinglot flows into this tributary. 32 0073 1 habitat I Iabitat in good condition.Muddy waters on rainy,day show - Retain natural stream corridor.RM .30-.90 Nice .pools and riffles. erosional problems upstream Enforce erosion control require- some debris dams but no from collection point 5. ments for new development. fish blockages. Stream is fairly high, muddy and silty. Overhead trees abundant, as is streamside vegetation. 33 0073 1 Geology 100- to 200-yr.-old debris Unstable for construction. Monitor during permit review process.RM .35 flow with recognizable fan Risky. morphology emerges from narrow draw. May have been triggered by logging before turn of century. 34 0073 1 Geology Silt exposed in slope Continued bank recession, Evaluate total system flows and,RM RM .90 failure induced by degrading of spawning encironment. if prudent, develop alternatives undercutting. to instream discharge of runoff from developments. P:SCB.APC C-9 Trib. & Collect. Existing Anticipated Item River Mile Point Category Prop. Proj. Conditions and Problems Conditions and Problems Recommendations 35 0073 1 Geology Silt exposed in Continued bank recession, Evaluate total system flows and,RM .95 slope failure induced by degradation of spawning if prudent, develop alternatives undercutting. environment. to instream discharge of runoff from developments. 36 0073 1 Geology Litter and debris blocks Periodic breakout could Clean out and restore to naturalRM1.00 stream channel trigger flooding. condition. 37 0073 5 Ilydrology Accelerated bank erosion As area above Trib. 0073 Future developments above Trib. 0073B of main channel due to develops, erosion of swale should use infiltrative capacity ofincreasedrunoffupstream.that conveys it will experi- soils_in_the_area_as-feasible_to frig. 007311 experiencing cnce increasing capacity reduce runoff. Developments adjacent serious instability near problems. Increase erosion to main stream channel should provide confluence with main stem will occur as stream attempts adequate setbacks from slopes to due to development. (See to seek new equilibrium prevent slope failure. geologic appendix.) capacity. 38 ()()73 5 Geology • Confluence with tributary; None. None. RM 1.60 erosional cuts suggest recent flood raised stream 3' above existing flows. 39 0073 5 Ilabitat Habitat in good condition. _ Bank erosion will occur from - Plant some trees in floodplain.RM .1.60 Silt in suspension; live- presence of livestock. corridor section. stock have acu.ss to stream. Put in-some drop structures to create pools. 40 0073 7 Geology Gentle (20%) side slopes in Slight increase in high flows None. RM 21.5 pastureland. No evidence proportional to developemnt of erosion, but flooding upstream. reported. I':SCB.APC C-10 1'rib. & Collect. Existing AnticipatedItemRiverMilePointCategoryProp. Proj. Conditions and Problems Conditions and-Problems Recommendations 41 0073 7 I lydrology Undetermined source produc- Localized capacity problems No regional facility proposed'forRM2.15- ing substantial suspended will become more evident as this tributary due to lack of obvious3.50 load of silt in tributary, area develops.P location, but basin plan may justifyStreamadequatelyaccommo- one. dating increased runoff from upstream development. 42 0073 7 Geology Stream crossing with runoff Slight floodinRM2.55 g g• Maintain distance from 25-yr. flood-of 5-10 cfs. Evidence of plain using 3' above existing flowsshort-duration flooding. as-minimum-guideline. 43 0073 7 Geology Evidence for sidccutting Widening and undercutting of None. •RM 2.80 6" above existing flows. banks in response to added flows. 44 0073 2.95 7 Geology On till soils, 60'-wide None. Provides good index None.Mflood plains 1.5' above for evaluation of system. existing flows with evidence for additional 1.5' depth. 45 0073 9 I lydrology 5402 Extensive existing Wetland Filling may occur in. area Monitor wetland for.filling; takeRM3.15- 5450 is currently providing along north border of3.65 action to obtain restoration ifRIDbufferingtheflowwetlandtoincreaseamountthisoccurs. Enforce wetlandbeforeitpassesintoof.potential commercial real protection regulations.channel through King County estate. Subarea development Ilousing Authority develop- may cause localized.capacity ment. problems in lower reaches. 46 0073 7 Geology In housing development, Continued erosion around Provide some armoring as bank protec-RM 3.24 erosion around culvert structure.lion (riprap).entrance 2' above existing flows. P:SCI3.APC C-ll I'rib. & Collect. Existing AnticipatedItemRiverMilePointCategoryProp. Proj. Conditions and Problems Conditions and Problems Recommendations4700737GeologyPeatoverliestillinNone. Nonc.RM 3.55 wetland area. 48 0073 9 Ilahitat Instrcam habitat isRM3.60- poor More flooding with increased - Establish more restrictive controlsduetolackofoverheadstreambedandbankerosiononvolumesandratesofrelease for 4.70 cano streambankpyandwill occur. developments.vegetation in some areas. Work with landowner to provideLivestockhave,access to fencing and natural vegetativestream; banks have been eroded in some areas. buffer along stream. 49 0073 9 Geology Stream occupies swale in NoneRM4.4 rolling terrace. No None. erosional stress. 50 0073 12 Hydrology 5406 No significant problems. Area planned for only slight Future basin plan should considerRM4.75 additional development. No Wetland 5444 for detention facilityproblemsanticipated. to assist in alleviating downstream capacity problems. 51 007313 5 Habitat Poor fish habitat. Small Increased bank erosion will EstablisRM .10-.30 stream with bank erosion occur. h nonand v ovo lu mmeses for waters and associated pasture release rates and with livestock. future developments. I':SCI3.APC C-1/ l'rih. & Collect. Existing Anticipated hem River Mile Point Category Prop. Proj. Conditions and Problems Conditions and Problems Recommendations 52 0074 1,4 I hydrology 5415 Mostly undeveloped; high Future development offers • Construct proposed tightline projectRM .30-.50 percentage of open fields opportunity to construct to prevent failure of road and pastures. Bank erosion . regional detention facility, embankment and transportation of along west side of SE 312th as undeveloped area consists material to sensitive main creek Way threatens integrity of several large, contiguous reaches. of roadway. parcels. Bank undercutting will accelerate, causing failure of roadway along 1000' of SE 312th Way if only normal detention requirements met. Increased ninoff from subbasin now developing will aggravate slope failures and adversely _ impact state fish hatchery downstream. 53 0074 1 1 habitat Ilabitat downstream of SE Increased flows may cause Clean out debris.RM .50 312th Way. Culvert is scour and bank erosion. Provide R/D as needed at topimprovedfromRM .50 but of ravine. only marginally. Lots of debris in stream. 54 0074 4 I habitat Hillside and road sliding Bank erosion, sedimentation Armor stream bank,andRM .60 into stream at USGS stream and road failure exist. This reinforce road. gauge at_ RM .10. Habitat will be a big problem with poor for fish due to debris, increased flows in future. road, and erosion problems. P:SCB.APC C-13 n T.<. r I'rib. & Collect. ExistingItemRiverMilePointCategoryProp, Proj. Conditions and Problems Conditionsand Problems Recommendations 55• 0075 6 Hydrology Due to relatively slight No problems anticipated as None.RM .33 degree of development1.4parea is planned to developtheredonotappeartobeonlyslightly. any significant problems at this time. 56 008l 9 Ilabitat No major problems other None.RM .10 than lack of overhead canopy Maintain stream corridor and from loss of trees, vegeta- buffer. lion. Encourage owner to fence stream from animals. 57 008I 9 Geology Culvert 2.5' X 2.5' passes Increased flows will haveRM .62 Identify hydrocarbon source andunderroad. Irridcscent minor increase in soil test to evaluate pollutants.hydrocarbon sheen noted on erosion.Would be beneficial to isolatesurface. Some minor side- livestock from sidebank areas andbankscournoted. establish vegetation on banks for erosion control and filtration. 58 0081 9 Habitat Stream has been ditched Bank erosion will occur.Revegetate streamsides.RM .62 through pasture. Dirt Encourage owner to fence off streambanksexposedwithfewor from livestock.no trees to shade stream. P:SCB.APC C-.l4 l'rib. & Collect. Existing Anticipated Item River Mile Point Category Prop. Proj. Conditions and Problems Conditions and Problems Recommendations 59 009I 8 Hydrology 5410 Lake Meridian area nearly Area tributary to lake is Basin plan should considerRM1.10 entirely developed with nearly completely developed,modification of Like Meridian outlet single-family residences. so little change is antici- to provide considerably more deten-Lake acts as subregional paced for system. Area south- tion with very minimal alteration receiving body is effec- cast of lake has yet to fully of lake levels. This could substan- tively buffering runoff develop and potential exists tially reduce future capacitytodownstreamreaches. for localized conveyance problems immediately downstream.Some potential for flooding capacity problems that should of mobile home park down- be addressed by downstream stream of lake due to analysis for new developments. po ,sib1 limited capacity in pipe discharging from onsite pond. 60 009IA 13 hydrology 5409 Development is causing in- Capacity problems will Construct berm and control structureRM .17- creased capacity problems increase as upstream areas at outlet to Clark Lake to possibly2.45 and resulting increased are developed. detain" runoff and help reduce volume of runoff, acceler- flow downstream. If a high-density ting erosion of stream multi-family project is propsed channel in subdivisions near lake, as is likely, there near golf course. would be opportunity to develop berm and control measures. Address capacity problems at Clark Lake. by channel armoring or upsizing pipe. 61 0091A. 13 IIabitat Altered portion of stream Future problems only likely Placement of some larger rocks to RM .20 due to road construction. to be scouring of smaller • create pools and eddies. All riffles with few or no rock during peak flows, due pools. Alder shades stream ' to import of rock well. P:SCB.APC C-15 l I'rih. & Collect. Existing AnticipatedItemRiverMilePointCategoryProp. Proj. Conditions and Problems Conditions and Problems Recommendations h2 0091A 13 Ilabitat Stream has been ditched and More bank erosion andRM30Stabilize bank and shade stream bymoststreamsidevegetationsedimentationofchannelplantingnativevegetation.removed through golf course. expected. Some bank erosion occurring. Very little overhead vege- tation alongside stream. Ci3 009IA 13 Habitat Good streamside vegetative There will be additional loss Enhance use of Clark Lake as R DRM1.20- cover except through of native vegetation alon - yre peak flows.0 shopping center. Overhead side stream. More flooding Further restrct`stormwatercanopyvariesbyproperty.and_erosion_will—occur.ratetufd volume realcase rates. 64 009113 15 Hydrology 5407 Moderate amount of current Localized capacity problems Protect and possibly enhance wetlandRM .62 development. Wetland 5240 may occur in upland tributary as upper area develops. provides RID, protecting as areas develop. Wetland, downstream channel from if preserved, will continue increased volume of runoff to provide RID for increased as area develops. No sig-flow generated by new develop-nificant problems in area. men is. 65 0092 3 Geology Little Soos Creek near north None.None.RM .10 margin of Covington Channel. No reported or observed flow or erosion problems. 66 0092 3 Geology Debris and bank erosion Increased bank erosion is Reduce storm flows by use of stricterRM .30 found. expected.P stormwater controls, new R/D facili- ties, and fencing of stream. increased flows. P:SCB.AI'C C-I6 I frig. & Collect. Existing Anticipated Item River Mile Point Category Prop. Proj. Conditions and Problems Conditions and Problems Recommendations 67 0092 11 Hydrology 5416 Little Soos Creek tributary As development continues, No apparent suitable sites forRM .35-1.69 has been contained and mani- existing capacity problems regional detention facilities to helpcuredasitpassesthrough - will be further aggravated by reduce flow entering problem reaches. plats. This has reduced increased volume of runoff, Address increased runoff volumes from capacity of stream in key which previously was able to ' new developments with infiltration areas where resultant enter groundwater system systems where feasible. Channel channel overtopping causes directly. capacity enhancement projects (such asfloodingofsomehomessemi- Project 5416) should be constructed yearly to prevent further property damage. Basin plan should address potential of detaining runoff from upstream tributary area to allow for increased flows. 68 0092 11 Habitat Instream habitat is good. Increased flows will cause Establish undisturbed streamRM .65 Stream corridor mostly in flooding and erosion. buffers. good condition. Manicured lawns run down to stream in places. 69 0092 11 Ilabitat Some debris found in stream. Bank erosion, flooding, and Stricter control on R/D release RM 1.60 Ilabitat generally good. sedimentation likely to occur. rates and volumes should be established. Maintain natural buffer along most of channel. 70 0092 14 Geology Meandering segment of Potentially unstable banks If construction were considered, RM 1.70 Little Soos; possible would affect construction. recommend evaluation of soils and colluvial creep in adjacent stability of sites. sidebank areas. 71 0092 14 1lydrology Little current development. As area develops, channel Future developments should RM '1.70- No significant problems capacity problems will become utilize infiltrative capacity of3.65 other than some localized more evident and increased soils to reduce increased runoff bank overtopping in portions erosion will occur as stream volumes. Provide adequate flooding of main reach. Innundation attemps to seek new equi- protection for future runoff con- will likely he limited to librium capacity. ditions. adjacent agricultural land. P:SCI3.APC C-17 Trib. & Collect. Existing AnticipatedItemRiverMilePointCategoryProp. Proj. Conditions and Problems Conditions and Problems Recommendations 72 0092 14 Geology Potential for flooding in Possible flooding (minor). Consider upstream detention.It 2.80 low areas; very low side- slopes. 73 0092 14 r Ilabitat Some debris found. Bank erosion and sedimenta-Establish stricter control onIt2.80 tion likely. RID release rates and volumes. Maintain natural buffer along most 74 0092of• channel.16 Geology Overbank flows. Possible flooding (minor). Consider upstream detention.RM 3.35 75 0092 16 habitat Lots of sand in bedload. More sedimentatiolt_likely, Establish-stricter-control-on—RM-3.40 Streamside buffer generally as well as bank erosion and R/D release rates and volumes.good. flooding. Maintain natural buffer along most of channel. 76 0092 16 Geology Resident reports trees down Some continued erosion. Some clean-out of trees andRM3.40 in stream and sidebank limited armoring of banks would be erosion evident. beneficial. 77 0092 16 Hydrology 5412 Little current development. No problems anticipated Consider Wetland 5480 for aRM3.65- some localized bank over- as very little additional detention site, in a future basin4.75 topping in portions of main development is planned for plan, in order to alleviate down-reach but innundation is this area. .stream capacity problems.probably limited to adjacent agricultural land. 78 0092 16 Habitat Stream ditched. Little Bank erosion and flooding of - Work with land owner to fence offRM4.00- streamside vegetation and now "improved" pasture will stream.4.40 no overhead canopy. Some occur. Plant native vegetation buffer.livestock-related erosion and runoff. 79 0092 16 Geology Orange iron precipitate Some localized oxygen Natural deposition as iron isRM4.65 noted in streambed near depletion of fish habitat. exchanged for oxygen. outlet to Lake Youngs. P:SCI3.APC C-18 I'rib. & Collect. Existing AnticipatedItemRiverMilePointCategoryProp. Proj. Conditions and Problems Conditions and Problems Recommendations 0 0092 16 Ilahitat Iron-fixing bacteria and None. None.RM 4.65 associated odor present. Source unknown. Lake Youngs release rate is minimum 2 cf. Sl 0093 14 Ilahitat Very small tributary with Erosion and flooding from Reduce storm flows by use of stricterRM .00-.87 undefined channel in places. future development likely. stormwater controls, new RIDIlabitatvalueforfishisfacilities, and fencing of stream.low. 82 0093 14-- -- Geology Poorly defined stream None. None.RM 0.35 channel with no evidence of erosion. 83 0094 13 Geology Minor sidcbank erosion Slight enlargement of Local armoring/riprap applied byRM0.30 below convergence of two erosional features. owners would reduce impacts. culvert/creeks. 84 0094 13 Ilabitat Streamside vegetation has There is a possibility of Provide stormwater controlRM .0.30 been removed by logging. bank erosion due to increased - Establish stream corridor buffer. flows from development. Improve stormwater control. 85 0094 13 Ilabitat Important: This is a salmon More bank erosion will occur. - Encourage property owners to fenceRM1.00 spawning stream. Some bank stream. erosion probably due to live- Provide stream corridor buffer. stock. Improve stormwater control. 86 0094 13 habitat There is riverinc wetland None. Maintain wetlands and stream corridorRM1.50 just east of 156th Ave SE. in natural state. P:SCI3.APC C-19 Trib. & Collect. Existing AnticipatedItemRiverMilePointCategoryProp, Proj. Conditions and Problems Conditions and Problems Recommendations 87 0095 17 Ilabitat Small, ephemeral stream None. RM .35-.,q5 Encourage property owner to fenceflowingthroughpasture. stream. I.ivcstock causing bank erosion. 8 0095A 18 Ilabitat Ditched area; lots of Continued fillingRM .00-.28 may Maintain stream corridor. Enforcedebris• occur in flood plain. grading and filling ordinance. 9 0095A 18 Ilabitat Debris exists in salmon This will have minimal effect Maintain stream corridor inRM .65 spawning area.on habitat.natural condition. 90 0097 18 Geology Stream flowing through Continuing adjustment will The key word is "equilibrates."RM .35 development shows minor bed occur until system establishes Disturbance of the natural systemand. bank erosion as stream a mature, developed water- has initiated or induced readjustment equilibrates to new channel. course. in the bed as a function of new gradients, materials, and other hydraulic factors. In time, the stream will establish itself in another "natural" equilibrium, assuming no new variables such as added flows or alteration of channel geometry are introduced. 91 0097 18 Ilabitat Debris and fill in wetland.More filling may occur. Enforce grading and filling ordinance.RM .35 P:SCB.APC C-20 TASK 3 FIELD INSPECTION I EXHIBIT J Off-Site Analysis Drainage System Table OFF-SITE ANALYSIS DRAINAGE SYSTEM TABLE Surface Water Design Manual, Core Requirement #2 Basin: Soos Creek Subbasin Name: Southeast Basin Subbasin Number: Y.,...-.. ,r. n .,, - ,. ,. -. .- .. ` v..t:.' "fit, t;. j Drama ge,P o.Dra n.r xstm"o O i;ser vation s o f Fi e 1d I n:s eeto r ma e: eritia gsource' eyzewer,for, xT Pe ame. nd. ize Res' i Constrictions,under capacity,ponding,Type: sheet flow,swale,stream, overtopping,flooding,habitat or organism channel,pipe,pond;size, Drainage basin,vegetation,cover, destruction,scouring,bank sloughing,Tributary area,likelihood of problem,See Map diameter,surface area depth,type of sensitive area,volume Ft. sedimentation,incision,other erosion overflow pathways,potential impacts 0 12-inch CPEP Discharges to ditch on east side 2 0'-40'None Noted None Noted of 124th Avenue S.E. 0 Earth-and rock-lined Through thick vegetation 16 40'-240' None Noted None Noted swale 0 Vegetated swale Along fence,flows east 3 240'-350' None Noted None Noted Meandering stream Through wetland to Soos Creek 2 350'-900' None Noted None Noted 0 Soos Creek Flows south 1 900'-3,900' None Noted None Noted 36-inch CMP Culvert under S.E. 192nd 1 3,900'-3,950' None Noted None Noted Street 11699.014.doc OFF-SITE ANALYSIS DRAINAGE SYSTEM TABLE Surface Water Design Manual, Core Requirement #2 Basin: Soos Creek Subbasin Name: West Side Basin Subbasin Number: sF S y. 5` ObservatioDrainae.C'om P,, one ".,',. ntg rainsP.,. . .... . ,. .,. _.e,Com onent,; `..,,. r51?din•' Site.oeznfa"R,,S o t:. 1.. K:,>. esour.Or"-rymbi" .. ,T- a Nam n >z F one,, , ,,x a.. . . ._.... u... .:.... .....n.g.._...•. riis- Problems _ 3:' t-,> e ,:'.:: ,., . ,,..N.,,.... . . : t:;: ,',figs, Resiileif<" ; Constrictions,under capacity,ponding,Type: sheet flow,Swale,stream, overtopping,flooding,habitat or organismchannel,pipe,pond;size, Drainage basin,vegetation,cover, destruction,scouring,bank sloughing, Tributary area,likelihood of problem,See Map diameter,surface area depth,type of sensitive area,volume Ft. sedimentation,incision,other erosion overflow pathways,potential impacts O Sheetflow from on-site Grass and brush 2 0'-250' None Noted None Noted wetlands onto BPA easement- 0 Runoff passes under S.E. Culvert wasn't found. Too 1 250-290' None Noted None Noted184thStreetmuchbrush. Runoff ponds in low area 60'x 60'area 290'-350' None Noted None Noted Neither structures nor the roadofpasture are impacted. 0 Sheetflow across field Flows southwesterly Varies 350-550' None Noted None Noted 05 Flows south and Through brush area and several 10 550'-1,350 None Noted None Noted southeasterly back yards O Grass-lined channel 2 feet deep, 1:1 side slopes, 3 1,350'-1,650' None Noted None Notedthroughbackyard3-foot bottom 0 Thick vegetation wetland Flow joins up with Soos Creek 3 1,650'-1,900' None Noted None Noted O Soos Creek Flows south 1 1,900-3,400' None Noted None Noted O 36-inch CMP , Under S.E. 192nd Street 1 3,400'-3,450' None Noted None Noted 11699.013.doc r OFF-SITE ANALYSIS DRAINAGE SYSTEM TABLE Surface Water Design Manual, Core Requirement #2 Basin: Soos Creek Subbasin Name: Northeast Basin Subbasin Number: R.' ,y, w. t k,.D fence "o- jObservatl O C O,. Kr°ons f~F,ieldIris t r 4:. e. ;. „ia, row' t, P' ir:Diaina e o 0 'kCmneat D "ira na'e'Coin"orient, . ro` ite.''< ui`S Exst P. P ten aC:.. . g.. t Re'oiir"c :e''ewe" o" r. S H E S' qCbtas3'•'S .mbol' T e=°Name'~.andr ize=A, o-5 t.,ems'` i:S D'esc i'ti'r on° , 1:;Y. .:, .: .';;z-',.,, , . 1 ... .., .... . . ';,.. .,;.: :,. sc)ar e: '>Protile -x; M. ., t.,r. .P.- , . .g r ; ter. a t, ,.< ,....v..._... Constrictions,under capacity,ponding, Type: sheet flow,Swale,stream, overtopping,flooding,habitat or organism channel,pipe,pond;size, Drainage basin,vegetation,cover, destruction,scouring,bank sloughing, . Tributary area,likelihood of problem, See Map diameter,surface area depth,type of sensitive area,volume Ft. sedimentation,incision,other erosion overflow pathways,potential impacts IO Ditch flow to north in Grass-lined, 1 foot bottom, 1 2 0-15'None Noted None Noted R.O.W. of 124th Avenue foot deep, 3:1 side slopes STE. 8-inch CPEP Drains ditch and flows north to 2 15'-40' None Noted 1 02 None Noted CB 12-inch CMP CB to CB 1 40'-80' None Noted ' None Noted 12-inch CMP CB to CB 0.5 80'-140' None Noted None Noted 05 12-inch CMP CB to CB 1 140'-176' None Noted None Noted 12-inch CMP CB to CB 1 176'-288' None Noted None Noted 0 18-inch CMP CB to CB 0.5 288'-400' None Noted None Noted 18-inch CMP CB to CB 1.5 400'-500' None Noted None Noted OO 18-inch CMP CB to CB 2 500'-635' None Noted None Noted 0 18-inch CMP CB to CB 2 635'-685' None Noted None Noted 0 18-inch CMP Flows northeasterly across 685-715' None Noted None Noted 124th Avenue S.E. Detention pipe Control structure on east side 715'-835' None Noted None Noted of 124th Avenue S.E. 13 Control structure 5 835'-850' None Noted None Noted discharges to thickly vegetated area and flows to 11699.012.doc n..:>... r.:-. '• r,,:,. q. s..yamIjis'tarice:Ouse v`t o` o Field Iris'ns ><e ectorrainsao"P„„. I1.1.L1)Or mn e De's¢ri'toP oeri-en''>`-t• o nstin t rita Rie:Pd wer o`r Constrictions,under capacity,ponding,Type: sheet flow,swale,stream, overtopping,flooding,habitat or organismchannel,pipe,pond;size, Drainage basin,vegetation,cover, destruction,scouring,bank sloughing, Tributary area,likelihood of problem,See Map diameter,surface area depth,type of sensitive area,volume Ft. sedimentation,incision,other erosion overflow pathways,potential impacts the east towards Soos Creek 14 • Flow path to east to Soos Through thick vegetation 5 850'-1,200' None Noted None Noted Creek Soos Creek Flows South to S.E. 192nd 1 1,200'-5,600' None Noted None Noted Street 11699.012.doc I TASK 3 FIELD INSPECTION There were two problems observed during the resource review. Based on a review of the drainage complaints in the downstream drainage course, there were no existing constrictions or lack of capacity in the existing drainage system. However, the field reconnaissance did find a potential lack of capacity in the existing drainage system in the southeast downstream drainage course from the project site that will be addressed in Section 3.1 below. 3.1 Conveyance System Nuis nce Problems(Type 1) Conveyance system nuisance problems are minor but chronic flooding or erosion problems that result from the.overflow of a constructed conveyance system that is substandard or has become too small as a result of upstream development. Such problems warrant additional attention because of their chronic nanure and because they result from the failure of a conveyance system to provide a minimum acceptable level of protection. The downstream drainage course from the southeast basin from which the project site will discharge some of its runoff, is occurring through a vegetated area between a drive aisle and an existing single-family residence. It is on a fairly steep slope. No erosion problems were noted; t however, the drainage cha el or swale was not very deep and with the added flow rate potential from the project site, it could overtop its banks.and spill into the backyard of the existing single-family residence, winch it may do under existing conditions. The property owners were contacted on two separate Nays and neither time were they able to answer questions about the downstream drainage course adjacent to their property. In addition, since conservation and flow control, which is Level 2 Flow Control, is being proposed for this project site, no other flow control measures are required over and above that as delineated in Section 1.2.3.1. 3.2 Severe Erosion Problems(Type 2) Severe erosion problems can be caused by conveyance system overflows or the concentration of runoff into erosion-sensitive open drainage features. Severe erosion problems warrant additional attention because they pose a significant threat either to health and safety or to public or private property. The Sensitive Areas Folios indicated that there were some erosion-sensitive areas in the downstream drainage course from the project site; however, that was not evident anywhere observed in the site visit alcng the downstream drainage course. Therefore, it is not deemed to be a problem at this time. 3.3 Severe Flooding Problems(Type 3) Severe flooding problems can be caused by conveyance system overflows or the elevated water surfaces of ponds, lakes, wetlands, or closed depressions. Severe flooding problems warrant additional attention because they pose a significant threat either to health and safety or to public or private property. Neither the review of the drainage complaints nor the site visit noted any severe flooding problems in the downstream drainage course; however, Soos Creek is known to overtop its natural drainage course during peak storm runoff events. There is not a lake, wetland, or stream that would require this project to institute a higher level of flow control. 11699.011.doc[JPJ/dm] 1 As mentioned previously, there is no evidence of flooding from the drainage complaints or from our site visit downstream of the subject property. There are three drainage courses downstream from this project site, one to the northeast, one to the southeast, and one to the southwest. All three drainage courses wind up in Soos Creek at different locations along the creek. The downstream drainage analysis was followed all the way to S.E. 192nd Street, which in one case was over a mile from the project site. Portions of the downstream drainage course investigated by the site visit and a review of the Soils Map indicates that the downstream drainage course occurs mostly through till trpe soils. The field reconnaissance for this off-site analysis drainage report was conducted on June 1, 2005 and June 2, 2005. The skies were overcast both days and the high temperature on those days was approximately 62 degrees. i 7 i 5 i f 11699.011.doc[JPJ/dm] ly TASK 4 DRAINAGE SYSTEM DESCRIPTION AND PROBLEM DESCRIPTIONS 4 I ' TASK 4 DRAINAGE SYSTEM DESCRIPTION AND PROBLEM DESCRIPTIONS Runoff leaves the project site in three locations. The first basin is the southeastbasin.h bas n This drainage course starts out by sheetflowing to a catch basin collection system and ultimately discharges underneath 124th Avenue S.E. through 12-inc CPEP pipe and then discharges to a ditch on the east side of the street. This ditch is rock-lined for the.majority of its length. The ditch flows at a fairly steep grade of approximately 15 percent down, between a drive aisle and an existing single-family residence. This occurs through a vegetated area and is approximately 10 to 15 feet wide. Once reaching the toe of the slope, the flow levels off to 3 percent grade and becomes slightly shallower, which could be potential problem if peak flows are made larger than they are under existing conditions. The property owner adjacent to this swale could not be contacted after visiting the residence on two separate days to see if there was a flooding, conveyance system nuisance, or erosion problem occurring in the swale adjacent to his property. After coursing for approximately 350 feet, the runoff enters a wetland that meanders to Soos Creek and then flows south Within the Soos Creek water body. The second downstream drainage course is the west side basin that tends to sheetflow off the western property line of the site and to the south where runoff collects and passes underneath S.E. 184th Street through a culvert that could not be located due to excessive brush cover, where runoff ponds on south side of the street and overtops a slight grassy berm and slopes at a fairly irregular rate to the southwest, entering a brushy area where flows meander to the south and southeast. Runoff then courses through backyards with farm animals aid various paraphernalia, small outbuildings, etc., until coursing approximately 1,350 feet from the project site where flows enter a grass-lined channel approximately 2 feet deep with 1:1 slide slopes andl a 3-foot bottom width, which courses for 300 feet until discharging into thick wetland vegetation coursiing ultimately to Soos Creek another 250 feet away. Soos Creek flows south from that point. The third downstream drainage co rse is the northeast basin. The vast majority of the northeast basin flows northerly in the right-of-way of 124th Avenue S.E. through 12-inch and 18-inch corrugated metal pipe culvert until discharging into a detention pipe approximately 715 feet from the project site where runoff is then released through a control structure into a vegetated area, which courses easterly towards Soos Creek approximately 1,300 feet from the project site. Soos Creek then flows south for over one mile until it reaches S.E. 192nd Street where runoff crosses underneath the street through 36-inch CMP culvert. That concludes the narrative of the three drainage courses followed for the project site. No drainage complaint was noted in any of the downstream drainage courses dealing with conveyance problems, erosion problems, or flooding pro+ms. There were some complaints concerning filling activities and vegetation problems in the downstream drainage course; however, there was no complaint that would indicate that there is a problem that would require a different type of development on the project site. 1 11699.011.doc[JPJ/dm] l_I 1 EXHIBIT K Drainage Complaints JUN. L. Luun Iu, 70HIVl K1Nli l I, NJLKU NO 2876 P. 1 King County Water and Land Resources (WLR) Division FILE COPY . 201 S Jackson St, Suite 600 Seattle, WA 98104-3855 Date: 6/2/05. diFAXNumberofpagesincluding cover sheet: 6 1 To: From: Candi McKay,Eng Tech II Fax: WLR Stormwater Services Section Phone: 206-296-1900 Phone: PFax Number 206-296-0192 IMPORTANT LEVEL 1•ANALYSIS NOTE: We do not send copies of certain complaint types that are not relevant such as BCW, FT, FIR, RH and WQA, and we do not send CL and LS iypes. See key below. Type S i, S2 and S3 will not be faxed due to size constraint . 1 aodi t//6'99 The following is a list of complaint types received by the Water and Land Resources Division Drainage • Services Section. Complaint numbers beginning prior to 19904000C have been archived and are no longer in our possession. They can still be retrieved,if necessary,but will take additional time and may not be beneficial to your research due to their age,development which has occurred, etc. If you are interested in reviewing the ac ual complaints,they can be pulled(time permitting) for your review. Copies can be obtained for$.15 per page,and$2.00 per page for plans. Keys: Tyne of Xnvestiea(ion Type of problem C Action Request DCA Development/Construction BCW Business'for Clean Water DDM Drainage-Miscellaneous CCE? Response to Inquiry DES Drainage—ErosionlSedimentation • sCL Claim DLO Drainage—Landslide/Earth Movement an Enforcement on Hold• DTA Drainage Technical Assistance BR Enforcement Review 1NQ Drainage—General Inquiry FCC,FCR,FCS Facility Complaints I MMA Maintenance-Aesthetics 1?t SWM Fee Ingehy MMF Maintenance-Flooding FIR SWM flee Review MMG M;iirttenance-General FIR SWM Fee on sold MMM Maintenance-Mowing 4.15. Lawsuit •MNM Maintenance—Needs Maintenance. ... RR Facility Engineering Review MNW Maintenance-Noxious Weeds NDA Neighborhood Drainage Assistance SWF SWM Fee Questions WQC Water Quality Complaint WQB Water Quality—Best Management Practices WQE Water Quality Enfotvcmen4 WQD Water Quality--Dumping_ WQR Water Quality Engineering Review ' • WQI Warr Quality—lllicit Connection WQA Water Quality Audit REM SWM Fee-Remeasurement WQO Water Quality—Other GRT SWM Fee Grant S1,S2,SN3 Engineering Studies NWD SWM Fee-New Discount I Subject to Public Disclosure requirements 1.Receipt of wtiton request for documents 2.Review and approval by Prosecuting Attorney's office i uuIN. Z. 1Un IU: NiAM K1Nli l;U, NILKU NO. 2876 F'. 2 Nine County Water and land Resources Division-Drainage Services Section Complaint Search Printed: 6/2/2005 9:s0:36 AM Complaint Type Inept Problem Address of Prebbam Comments Thros Pape Humber Code 1975-0076 C FLDG RD WY/FLD'D/112TH AVE SE/SE 186TH ST 686E2 1976-0110 C DRNG 13038 SE 186TH PL @ BLVD LN 686G2 1977-0072 C FLDG 12202 SE 192ND ST 686F2 1 1977-0074 C FLOG 13210 SE 192ND ST FILL/DRAIN WAY 686G2 1978-0080 C PONDING 19248 121ST PL SE EAST OF BENSON HWY 686F2 1978-0081 C DRNG 19248 21ST PL SE 686F2 1 1979-0047 C 11403 E 204TH ST SOIL BULLDOZED/PANTHER LK AREA 686E2 1981-0225 C FLDG 13210 E 192ND ST DRAIN WAY FILLED 686G2 1982-0515 C MISUSE 1 AIRWOOD PRK DIV#7 EASEM'T/SE 173RD/134TH PL SE 686G1 1982-0539 C FLOG 12600 ) SE 192ND ST, EAST KENT AREA 686F2 1984-0313 R FLDG 13250 SE 192ND ST TO ROADS DIVA 686F2 1984-0314 C FLDG 13250 SE 192ND ST SE 192ND ST/134TH AVE SE 686F2 1985-0534 X DRNG 13250 SE 192ND ST LTRTO COMPLAINT 686G2 1986-0617 C DRNG 13432 SE 187TH ST FLDG ON SIDEWALK 686G2 1• 986-0816 C FLDG 13440 SE 192ND ST REF:86-0632 NESPER 87-0770 686G2 1986-0816 ER FLDG 13340 SE 1192N ST REk6-0632 NESPER)PVT PROB. 686G2 1986-1166 C FLDG 11202 SE III 86TH ST STORM OVERFLOW 686E2 1986-1185 C FLOG 11202 SE (186TH ST SEE:86-1166 BRYANT,BILL 686E2 1986-1190 C FLOG 11001 SE I186TH ST BASEMENT GETTING WATER 686E2 1986-1278 CL CLAIM#10373 686G2 1• 987-0334 C DRNG 11202 SE (186TH ST CULVERTS BLOCKED 86-1166,1185 686E2 1987-0471 C FLOG 11202 SE 1186TH ST SPRING GLEN 86-1166,1185 686E2 1987-0545 C DRNG 18627 I09TH AVE SE INADEQUATE SYSTEM 686E2 1987-0770 C FLOG 13440 SE 192ND ST FAIRWOOD SEE 86-0816 686G2 1987-1005 C FLDG ' 13100 SE 182ND CT WANTED INFO ON BUILDING ON LOT . 686G1 1• 987-1049 C TO RD COORD 04/27/87.686F2 1987-1183 NDA SILT. VLTR CRT PROB 686G1 1988-0118 X DRNG 13250 SE 92ND ST SEE 86-1278 NESPER/CL-FORSEST TRAI 686G2 1988-0238 C FLDG 18431 120TH AVE SE NEW DRIVEWAY WILL IT FLOOD 686F2 1988-0238 ER PIPE 18431 120TH AVE SE NEED EXTENSION OF 42"CULVERT 686F2 1988-0305 C BLOCKAGE 12716 SE 188TH PL EASEMENT-FAIRWOOD/WALL CONSTRUC 686G2 1989-0003 C DRNG 18612 120TH AVE SE INCREASED RUNOFF/CHANNEL 686F2 1989-0192 C DRNG 18612 20TH AVE SE X PIPE NOT WORKING 686F2 J ' 1• 989-0550 C EROSION 19118 1130TH AVE SE OLD EASEMENT CHANNEL MAINTENANCE 686G2 1989-0650 C DRNG 18631 11TH PL SE SNV DRNG AND DAMAGE 686E2 1989-0665 C DRNG 13308 SE rI84TH PL WATER IN BASEMENT/YARD DRAIN CLOG 686G2 1989-0700 X DRNG 18631 111TH PL SE WATER ON SIDEWALK/89-0650 FRITON 686E2 i Page 1 of 5 I uulu, L. LUU) IU: 7`1HIVI 1\1111U ut). WLKU NO. 2876 P. 3 MPhil" Type Number Code Type of Problem Address of Problem Comments Thros Pape 1990-0056 C FLDG 12700 SE 1187TH PL UTILITY EASEMT CLOGGED 90-0259 68602 1990-0075 C DRNG 11254 SE 186TH ST PLUGGED:CULVERT/STORM 686E2 1990-0141 C FLOG 18400 112TH AVE SE POND OVERFLOW/90-0149,235,372/STOR 686E2 1990-0149 C FLDG • 11202 SE 186TH ST R/D POND OVERFLOW/ROBERT/STORM 686E2 1990-0231 C DRNG 18425 112TH AVE SE R/D POND OVERFLOW/STORM 90-274,37 686E2 1990-0235 C FLDG 11202 SE 1186TH ST WATER IN BASEMENT/STORM/90-141,149, 686E2 1990-0259 C FLOG 12700 SE J187TH PL PVT DITCH OVERFLOW 686G2 1990-0274 C FLOG 11022 SE 184TH PL R/D POND FLOODED/STORM 686E2 1990-0342 C FLOG 11202 SE 186TH ST R/D POND/ROBERT/STORM EVENT 686E2 1990-0372 X DRNG 11202 SE 186TH ST R/D PONDS OVERFLOW9/90-141,149,235,2 686E2 1990-0709 CL FLOG 18504 112TH AVE SE CL#12959 SEE CL#13224 DUE DECEMBE 686E2 1990-0884 C DRNG . 18427 112TH AVE SE R/D POND DRAINAGE/STORM 686E2 1990-1061 CL FLDG 11202 SE 1186TH ST CL#13224 SEE CL#12959 GARAGE FLOO 686E2 1990-1106 C DRNG 13517 SE I189TH PL CULVERT BLEW TRASH RACK/CEDAR ES 686G2 1990-1100 NDA DRNG 13517 SE 189TH PL CULVERT BLEW TRASH RACK/CEDAR ES 686G2 1990-1155 C DRNG 13421 SE 189TH PLACE 13517 SE 189TH PL 68602 1990-1155 NDA DRNG 13421 SE 1189TH PLACE REF 90-1106 68602 1990-1156 C DRNG 13429 SE I1189TH PLACE 13517 SE 189TH PL 686G2 1990-1156 NDA DRNG 13429 SE I189TH PLACE REF 90-1106 686G2 1990-1157 C DRNG 13435 SE 189TH PLACE 13517 SE 189TH PL 686G2 1990-1157 NDA DRNG 13435 SE 89TH PLACE REF 90-1106 686G2 1990-1158 C DRNG 18917 SE 189TH PLACE 13517 SE 189TH PL 686G2 1990-1168 NDA DRNG 18917 SE 189TH PLACE REF 90-1106, 686G2 1990-1159 C DRNG 13523 SE 189TH PLACE 13517 SE 189TH PL 68802 1890-1159 NDA DRNG 13523 SE 189TH PLACE REF 90-1106 686G2 1990-1160 C DRNG 13529 SE 189TH PLACE 13517 SE 189TH PL 686G2 1990-1160 NDA DRNG 13529 SE 189TH PLACE REF 90-1106 686G2 1990-1186 CL FLDG 11044 SE 86TH ST MEMO/RUDDELLS STUDY TO PA 686E2 1990-1212 C DITCH 11044 SE 86TH ST RD/SIDE DITCH-FILL/90-1186 686E2 1990-1212 E FILL/DIT 11044 SE 86TH ST WILL START WORK 09/20 CHK ON 09/30/9 686E2 1990-1212 ER FILL/DIT 11044 SE 186TH ST RUDELLS STUDY 686E2 1990-1226 C DRNG 18615 i07TH AVE SE FLOODED BASEMENT/BAD ROADWAY 686E2 1990-1445 C DRNG 18427 112TH AVE SE R/D POND OVERFLOWING TO STUDY/91-1 686E2 1990-1473 C PONDING 18203 40TH AVE SE NEW CONST OVERFLOWING SYSTEM 686G1 1990-1530 SR FLDG 18427 1I112TH AVE SE STORM EVENT 686E2 1990-1531 SR FLDG 18427 1I 12TH AVE SE STORM EVENT NOT NDAP 686E2 1990-1630 C. FLOG 19114 130TH AVE SE STREAM OVERFLOW 686G2 1991-0150 . C DRNG 18624 112TH AVE SE 686E2 1991-0150 ' SR DRNG 18624 112TH AVE SE NOT NDAP 686E2 1991-0196 C FLOG 18425 112TH AVE SE 686E2 Page 2 of 5 iuI . L. LUV9 I I : UUPVI IIINU LO. INLKU NO. 2876 P. 4 Compialet TYpe Type of Problem Address of Problem Comments Throe PageNumberCode 1991-0196 SR FLDG 18425 112TH AVE SE NOT NDAP 686E2 1991-0253 C DRNG 11254 SE 186TH ST 686E2 1991-0438 Si SPK TO FINISH Si 3/4-S2 TO'92 CON 686E2 1991-0667 CL DRNG 18427 112TH AVE SE SEE 91-0438 SEE RUDDELLS 686E21 1991-0837 C DAMAGECB 19001 116TH AVE SE C/B BELOW GRADE 686E2 1991-1090 C DRAINAGE 18532 131ST AVE SE WATER PONDS IN YARD, 686G2 1991-1090 NDA DRAINAGE 18532 1I31STAVE SE YARD PONDS 666G2 1991-1090 SR DRAINAGE 18532 I131STAVE SE TOCIP 666G2 1991-1095 C FLDG 11200 SE 186TH ST RUDDELL POND OVERFLOW 686E2 1991-1132 C .DRAINAGE 19006 116TH AVE SE INFO TOPM&D 686E2 1991-1149 X FLDG R/D 11200 SE I84TH ST CCF#SWM-1031 R/D POND CAPICITY 686E2 1993-0641 WQC SEDIMENT 13120 SE 192ND ST 68602 1994-0038 C PONDING 11430 SE 192ND ST POSS GRADING/FILLING VIOLATION 686E2 1994-0676 WQC GREENH2O SE 192ND&134TH A SE DUCK WEED 686G2 1994-0781 C DIVERTED SE 183RD ST&124TH AVE ALLEGED FILL ACTIVITY NOT IDENTIFIED 686G1 k— 1995-0170 WQC OIL/CARS 19312 133RD AVE SE RESIDENTIAL CAR MAINTENANCE 686G2 1995-0374 C FILLING SE 92ND&134TH SE' WETLAND-REFD TO DDES 686G2 1995-0782 C RUNOFF 13411 SE 83RD ST IRON-OXIDE STAIN WATER OVER SIDEW 686G1 1996-0391 FCR POND?19118 130TH PL SE HOLD-GPR WILL CALL HER 4 MORE.DETAI '686G2 1996-0391 NDA POND?19118 130TH PL SE HOLD-GPR WILL CALL HER4 MORE DETAI 686G2 1996-0391 R POND?19118 130TH PL SE HOLD-GPR WILL CALL HER MORE DETAI 686G2 ' 1996-0480 C CRK FLDS 13607 SE 192ND r, ?GROUNDWATER IMPACT WATER PONDI 686G2 1996-0805 C DRNG 19400 120TH AVE SE DRAINGE FLOW QUESTION DEVELOP INF 686E28E2 1996-0921 FOR R/D POND 13341 SE 195TH ST OUTLET PIPE OBSTRUCTED ASSESSMEN 686G2 1996-1428 C SWALE 18914 129TH PLACE SE OFFSITE FLOW IMPACTING PVT DRNG SY 686G2 1996-1428 NDA SWALE 18914 129TH PLACE SE OFFSITE FLOW IMPACTING PVT DRNG SY 686G2 1996-1428 R SWALE 18914 429TH PLACE SE OFFSITE FLOW IMPACTING PVT DRNG SY 686G2 1996-1550 C DRNG 19121 24TH AVE SE PLUGGED D/W CULVERT IMPACT TO PVT 686F2 1996-1564 C DRNG 18908 13TH WAY SE PRIVATE PROPERTY IMPACT TO PVT DRN 686E2 1996-1894 C RUNOFF 13416 SE '87TH WATER OVER SIDEWALK GROUNDWATE 686G2 1997-0940 C DRNG 13007 SE '88TH PL GROUNDWATER/SHEETFLOW PONDING 686G2 1997-1123 C GRADING 18908 113TH WAY SE PVT PROP IMPACT NO DRNG INSTALLED 686E2 1997-1123 R GRADING 18908 113TH WAY SE PVT PROP IMPACT NO DRNG INSTALLED 686E2 1997-1179 C DRAINAGE 18113 i21ST PL SE INSTALLATION OF DRNG IN P1W OLD/OFF 686F2 1997-1179 NDA DRAINAGE 19113 121ST PL SE - INSTALLATION OF DRNG IN R/W OLD/OFF 686F2 1997-1179 R DRAINAGE 19113 21ST PL SE INSTALLATION OF DRNG IN R/W OLD/OFF 686F2 1997-1301 C DRAINAGE 19125 121 ST PL SE SUBSTANDARD INSTL OF DRNG SYS PVT 686F2 1997-1319 FCR DUMPING 21709 146TH ST E DUMPED BATTERY IN R/D POND 686G2 1998-0019 C DRAINAGE 19016 116TH AVE SE NEW GRAVEL RD POSSIBLE PVT PROP IM 686E2 1998-0058 C DRAINAGE 18820 1116TH AVE SE SFR CONST IMPACTING ADJACENT PROP 686E2 Page 3 of 5 1uiu. L. al)) I I : VW-UV!NINU GU. VLKU NO. 2816 P. 5 Complaint Type Type of Prelim Address of lroblem Comments Torus PageNumberCode 1998-0349 C DRAINAGE 13420 SE 182ND ST PLUGGED ROOF DRAINS MAINT REQU 886G1 1998-0921 C DRAINAGE 18532 131ST AVE SE MINOR PONDING LOCAL LOW AREA 686G1 1998-0926 C DRAINAGE 19133 121ST PL SE APPARENT OBSTRUCTION IN ROAD DRN 686F2 1999-0174 FOR CLGINLET 13415 SE 187TH PL INLET PIPE APPARENTLY OBSTRUCTED 68602 1999-0306 C DRAINAGE 11618 SE 188TH ST ADJACENT PROP PAVED 2500 SQ FT 686E2 1999-0329 FCR BAMBOO 12317 SE 179TH PL NON NATIVE GROWTH IN R/D FACILITY 686F1 ° 1999-0449 C SPRINGS 13518 SE 186TH PL NEW SFR GROUND WATER INFIL ONTO P 686G2 1999-0632 C EASEMENT 19114 130TH AVE SE INFO PROVIDED ABOUT R/D POND ON PR 686G2 1999-0679 FCR FENCE 18932 133RD PL SE LEANING FENCE NEEDS REPAIR 686G2 2000-0165 WQC DUMPING 18516 129TH PL SE APPARENT DISCHARGE OF PAINT INTO S 686G1 2000-0165 WQR DUMPING 18516 129TH PL SE APPARENT DISCHARGE OF PAINT INTO S 686G1 2000-0398 C DDM 12625 SE 192ND ST REQUEST TO DIVERT FLOW DISCHARGIN 686F2 2000-0572 C DDM ACROS 19029 120TH AVE SE APPARENT FILLING OF ROADSIDE DITCH. 686E2 2000-0572 R DDM ACROS 19029 120TH AVE SE APPARENT FILLING OF ROADSIDE DITCH. 686E2 2000-0576 WQC WQB 12813 SE 184TH PL ALLEGED POLLUTANT DISCHARGE TO ST 686G1 2000-0735 FCR MNM 19000 134TH AVE SE CEDAR BOARD FENCE AROUND PERIMET 686G2 2001-0247 FCR MMA 12317 SE 179TH PL IDENTIFIED NOXIOUS WEEDS. BLACKBE 686F1 2001-0548 WQP WQP 13120 SE 192ND ST 686G2 2002-0094 Fl REM 13055 SE 192ND ST SWM#83 REMEASURE OF ORIGINAL 17.7 686G2 2002-0094 FIR REM 13055 SE 192ND ST SWM1#83 REMEASURE OF ORIGINAL 17.7 686G2 2002-0204 FOR MMG 19000 134TH AVE SE 1)PSE UTILITY BOX DAMAGED. CALLED U 686G2 2002-0424 C DDM 13003 SE 188TH PL SINKHOLE DEVELOPED APPARENTLY OV 686G2 2002-0424 NDA- DDM 13003 SE 188TH PL SINKHOLE DEVELOPED APPARENTLY OV 686G2 2002-0424 R DDM 13003 SE 188TH PL SINKHOLE DEVELOPED APPARENTLYOV 686G2 2002-0553 C DTA 19013 114TH CT SE CONCERN REGARDING POSSIBLE SLOUG 686E2 2003-0266 C DDM 18759 130TH AVE SE LOCAL PONDING PROBLEM. MAYBE THE 686G2 2003-0545 WQR WQB 18601 1126TH PL SE 686F2 2003-0762 WQA WQAI 19433 VASHON HWY SW BMPS are ALL IN PLACE 686F2 2003-0847 C DDM 19230 116TH AVE SE APPARENT OBSTRUCTION OF OFFSITE C 686E2 2003-0847 NDA- DDM 19230 16TH AVE SE APPARENT OBSTRUCTION OF OFFSITE C 686E2 2003-0847 R DDM 19230 1 16TH AVE SE APPARENT OBSTRUCTION OF OFFSITE C 686E2 2003-0909 WQC WQDR 18601 126TH PL SE AUTO FLUID RESIDUE ON STREET AS A R 686F2 2004-0223 FCR THE 18004 124TH AVE SE Trees removed from Faclity D92182. Investiga 686F1 <--- 2004-0286 E MNM 18004 124TH AVE SE Facility D92182 dispersion trench filled/graded 686F1 ^' 2004-0286 .FCR MNM 18004 124TH AVE SE Facility D92182 dispersion trench filled/graded. 686F1 a(---' 2004-0286 R MNM 18004 1I 24TH AVE SE Facility D92182 dispersion trench filled/graded 686F1 — 2004-0745 C DTA 18418 I1I27TH AVE SE 2 pipes from neighbor drain onto complainant's 686E1 2004-0902 WQC WQI 12919 SE 185TH ST Laundry hookup tied into storm system?Inves 686G1 2004-0952 C DTA 12701 SE 191ST PL Referral from KC Roads.Flooding of backyard 686F2 2005-0244 C DDM 18617 26TH PL SE Wet backyard caused by broken storm line?In 686F2 I Page4of5 OWN, L. LUU9 I I : U IHIV!I\IIVU UU, VLKu NO. 28/6 N. 6 Complaint Type Typo of Problem Address o1 Problem Comments Toros PapeNumbercede 2005-0262 FCR MNM 19000 134TH AVE SE D91533 not functioning because of downstree 686G2 Page 5af5 JUN. /. 2005 0: 2OAM KING CO. WLRD NO. 2965 P. 1 I King County Water and Land Resources (WLR) Division 671/0 201 S Jackson St, Suite 600 Seattle,WA 98104-3855 Date: 6767613— FA)( Number of pages including cover sheet: // To: Z./71_,tb)4//22/1/„Z, Prom: Candi McKay,Eng Tech II Fa7: 902 '-426-763 WLR Stormwater Services Section Phone: 206-29671900 Fax Number: 206-296-0192 IMPORTANT LEVEL 1-ANALYSIS NOTE: We do not send copies of certain complaint types that are not relevant such as BCW, FI, FIR, FLU and WQA, and we do not send CL and LS types. See key below. Type S i, S2 and S3 will not be faxed due to size constraint . The following is a list of complaint types received by the Water and Land Resources Division Drainage Services Section. Complaint numbers beginning prior to 1990-XXXX have been archived and are no longer in our possession. They can still be retrieved,if necessary, but will take additional time and may not be beneficial to your research due to their age,development which has occurred, etc. If you are interested in reviewing the ac uai complaints, they can be pulled(time permitting)ng)for your review. • Copies can be obtained for$.15 per page,and$2.00 per page for plans. Keys: Type of Investigation ngj t Problem C Action Request DCA Development/Construction BCW Business,'for Clean Water DDM Drainage-Miscellaneous CCF Responso to Inquiry DES Drainage—Erosion/Sedimentation • CL Claim DLE Drainage—Landslide/Earth Movement EH Enforcement on Hold• DTA Drainage Technical Assistance ER Enforcement Review INQ Drainage—General InquiryFCC,I'CR.FCS Facility Complaints MMA Maintenance-Aesthetics SWM Fee Inquiry MMP Maintenance-FloodingFIRSWMPeeReviewMMG •Maintenance-General F!H S WM Fee on Hold MMM Maintenance-MowingtLSLawsuitMNMMaintenance—Needs Maintenance RR Facility Engineeung Review]MNW Maintnnanno NQxyous Weeds NDA Neighborhood Drainage Assistance SWP SWM Fee QuestionsWQCWaterQualityComplaintWQBWaterQuality—Best Management Practices WQE Water Quality Enforcement WQD Water Quality—Dumping_ WQR Water Quality Engineering Review WQI Water Quality—Illicit ConnectionWQAWaterQualityAuditREMSWMFee-Remeasurement WQO Water Quality—Other GRT SWM Fee-Grant SI,S2,SN3 Engineering Studies NWD SWM Fee-New Discount Subject to Public Disclosure requirements 1.Receipt of written request for dodumants 2.Review and approval by Prosecudng Attorney's office JUN. /. 2005 8: 20AM KING CO. WLRD NO. 2965 P. 2 KING COUNTY SURFACE WATER MANAGEMENT DIVISION DRAINAGE INVESTIGATION REPORT Page 1: INVESTIGATION fiEQUEST Type Received by:• ?.L..z, Date: lB, /9 y OK'd by: lei File No.'94-0781 Received from: 4i/ia.n //o/r 1(7`/74' (Please prim plainly for scanning). Day) Eve) NAME: Ande.rsr,, 8013 ("f 5) PHONE 65K-- $OCo ADDRESS; 1f4 XX SE /82 rd ST.City %EAira,/ State Zip Location of problem, if different; /a y T`' new SE /93''5.7 Reported Problem: Ie,i9r,bar +o 'he. Sow`fi4-7 o n1A Anderson has `vim-Fed +a 51-rea.w i he_ be,lie.u'e.s w;4-1 PLL. T l.KE M D aTO ? AnI,OF,rSon1 o,J /8/4. We i;S he 7F'". cer.,la sn L41'4 Ms, t, C. d tired-for, c f 44,is sif-ea.n',- He su,id - ie y• •.aerc, .d...o ca.1,eq/ lo i Ca o 42 h%s r+Y, t'u t y-) e-r-e. - Sho cv s c4.p Al 4-ka- /viU Se c*i'o.-s . i-srvrre. f-l- a-vt 1 z oU ' • Th i. c.f.-0 S S -5'fs"e.'-S , h.¢^ SaJCI Gz.r atoor c/f' AA4/7A a`ic/ /$3rc/ Plat name:Lot No: Block No: Other agencies Involved: No Field Investigation Needed kitaE do QnoUal9) sr AlE 33 .23 5 Parcel No.3323o5902..q ? Kroll 405'A Th.Bros: New 4$t 61 1/4 S T R Old 12 Gy 0347 BasinSOO Council Di cf Charge No: IRESPON E: Citizen notified on by —phone -letter in person 1 M l• -C lost .': I-( '95'. mr seN 1nr ,,:i- v-t4vr c-e•AU I z rr C g-i tic, i VGr'S ion V Ww-r- bi S t`''tn i t, i7 /l/r o 1- G -15— ov-true. n eu- a i^Sc,G. D,e/i•,-- DISPOSITION: Turned to on by OR: No further action recommended because: Lead agency has been notified; Problem has been corrected. 7No-problem has been identified. Prior investigation addresses problem: See File 46 Private problem, -NDAP will not address because: Water originates onsite and/or ort neighboring parcel Water originates on KC Road Location is outside SWM Service Area. Other (Specify): DATE CLOSED: 6/ / (3 /75 by:___le i/dam dd /r ca,sr JUN. 7. 2005 . 8: 20AM KING C . WLRD , NO. 2965 P. 3 , , KING COUNTY SURFACE WATER MANAGEMENT DIVISION DRAINAGE INVESTIGATION REPORT Page 2: FIELD INVESTIGATION efaiis of Investigation: Complaint 494-0781 Anderson II investigated by Doug Dobkins investigated on 11-2-94, 12-21-94 I've talked to Mr. Anderson in early part of November about this alleged diversion of water along the Big Soos creek. I investigated on 11 2-94 this complaint but I was in the wrong area after talking to Mr. Anderson. There was an old red tag from DDES from 7-28-93 for a grading violation. This wasn't the area Mr.Anderson was talkin I about. The area of his concern was to the south of here. I tried to contact Mr.Anderson 11-15,117,11- and left a message for him on the 23 of november to give me a call so I could get better information this diversion. I recieved a call 12294 from Mr.Anderson. He told me the area was east of the intersection of SE 184th and 124th ave se. I walked this area and couldn't find any recent grading or dumping. Mr.Anderson claims this happened 3 to 5 years ago. The area of concerned is a wetland that is overgrown and clogged with debris. Couldn't find a diversion of water anywhere near where Mr.Anderson is claiming this happened. AR r: AfgAlt;•4 . ...,,...„f.,,,,4,,. .I.,...,..), it• M}•1 i Yi= a ySEIS 'th 4 ft:4,1r,...„,.X....:l-':17:V:' 4 ST f' .f;'iy i2iii;t': ..;.. Iftr'''.''''''''''':':;;:::;•••..,y3. 1 gravel driveway <.: ` Big Soos Crkwetlandnzo : ' flow of the creek — b• I lnvaatinat C hv 1 )_ -- -/1 c r tA' )) -Z- f'l . 17-2( 7 q JUN. 7. 2005 8: 20AM KING CD. WLRD N0. 2965e-0"P. 4KING1.: WATER AND LAND RESOURCES DIVISION DRAINAGE INVSTIGATION REPORT Page PROBLEM: Z 4 1: INVESTIGATIONREQuEST Type iZZ) RBCE NVBD BY: - .11 Date: #7 OK'd by: ENID 4''05 291 Received from: Day) Eve) ! NAME: Al ) PHONE e 7a3(a ADDRESS: l c,) irX Al, I} (SA City &,4?--Za State Zip ' L Location of problem,if different; / 3/7 ,7 p zik /_ Reported Problem: CALL FIRST (Would Like To Be Present) ram ! I off'`. Ø,o6,7 L. A,e,,,0-- yel./.6404 ooy o9/ deze1/242 .1 Plat naiRie: 7'n Lot No: Block No: Other agenciesgecies involved: No field investigation required r initials. I n _. fir,. f trr i{ i ` v'V.-7 a .,' a '... i. ---- S fn. i c-^^ x,un ) , 3 r P t d:ll, R f 9 t t ,f Y> ry a.. 5..., J 1 ti 1i P St t} ( n F }fi KI .d dQ 1 ' M a; v •c..,.t .....,.:r= r .... ,,...._.,.... r e.rr, y .a._ 1 r ,i ELF I! ' _; L°rf3'fi' A/td i33 ,23 ," 22 I 1 s T R. Parcel N . c 3o?71"e 5(23 0 Kroll 612(3-0 Th.Bros: New (o &6" Old 4a. 64-- Basin- so I Council District / Charge No. RESPONSE: Citizen notified on S'."a --99 • by; )' phone letter in person 4zT airszSx1 I1Ct4fQ4 7 IA 044 477-loNt.V4.1744, /. ,RetrAkb `(7--0 Pa A/1041 '' Blfmt gewo Ri ®VC- , ec- ore) bii/i# i w/y323 DISPOSITION: Turned to on J / .by OR: No further action recommended because J /b Lead agency has been notified: Pd t s VV h, -r,S-7,2= (17-L. vPS Problem has been corrected.. No problem has been identified. Prior investigation addresses problem: SEEFXR# Private problem-NDAP will not consider because: Water originates onsite and/or on neighboring parcel. Location is outside WLRD Servi Ar Other(Specify): DATE CLOSED: QZ/0 By: Li e// `.3f-5-- JUN, 7. 2005 8: 20AM KING CO. WLRD Na 2965 P. 5 APINKING COUNTY FILE NO. 99-0329 Department of Natural Resources NAME MAX HAWKINS Water and Land Resource Division ADDRESS 18005 - 124TH AVE SE PPXONE (425)228-7236_ TB PAGE 686-F1 DRAINAGE INVESTIGATION REPORT gROLL PAGE 605W DATE 4-27-99 FIELD INVESTIGATIO!4 MAINT.DIVISION 4 INITIALS-MAM DETAILS OF INVESTIGATION:N SITE VISIT ON 4-27-se. BAMBOO FROM RID FACILITY Dg1672 INVADING YARD. F INVESTIGATION FOUND THE RID FACILITY D0872 AT HIDDEN CEDARS HAS BAMBOO SHOOTS GROWING AROUND THE Illy CONTROL STRUCTURE AND INVADING uNOER FENCE TO NEIGHBORING YARD, DUE To THE LOCATION OF THE BAMBOO AROUND THE CONTROL STRUCTURE IT SHO LD BE REMOVED TO ALLOW FOR SAFE INSPECTIONS. NTS PHOTOS TAKEN # 1 SHOWING BAMBOO SHOTS AROUND CONTROL STRUCTURE. 2 SHOWING BAMBOO INVADING INTO NEIGHBORING PROPERTY. lir SE 179TH PL CB-3 fs. o4,,,, I TRASH RACK HOUSE 12313 RIPRAP PAC SYCET I jV) la JayI? TRACT A V. I F WET POND N I I A C :iiOi b -i IdP.IB.WAY: ,!'i RIPRAP PAD f TRA6H RACK RIPRAP PAD 7, 5 WO."DEN BOLLARDS 10 TRASH RACK Pj. 7d CB-4 IA O t ( CS/CB-1 III 21'-1s'caw* CB-2 I TFfACT BOUNDARY x-x-•max-x-x--5e=x-x-x-x-x x--X-x-x-X-X-x-x-X -x-x-X-x-x 6'WOODEN FENCE a HOUSE 18005 JUN. 7. 2005 8: 20AM KING CO. WLRD NO. 2965 P. 6 Complaint Maintenance Division: 14 Thaeas Bras Map: b 8bF1 :A : W1 4325 Facility a: D 91 67 2 •Type: de" a -Is Hidden Cedars Div II Street •address: 12317 SE 179th P1 Directions: FROM SE 192 ST & 116- AVE SE HEAD NORTH TO SE 164 ST THEN HEADEASTTO124AVESETHENNORTHTOSE179PL: POND IS ON THE LEFT. Chocked on 5/47/N, by Michael 4 Nalnerich frf4,v1 Radio f*: S12 Charge to Project.:: '097475 Fisheries: N Special Equipment: VLRD Notes/Case nts: Nate: The neighbor is complaining bamboo impcounty R/V facility is invading his prapsrt y, Bamboo rants needs to be removedfromaroundcontrolstructureandfenceareal. Roads Div. Mates: UnitUnitTast ask Type Jgits Work Requested Date Actual Material Material Completed Units .nit Placed Excavated Ea.Fac. 1 before the following maintenaacehepair work: bamboo around control structure needs to be moved. needfi ftoreaove rock :Herder to dig out mats., tref660} 1 Wor' Authorized: Date: Work Completer) fragrae Version: Februar 22 Date: y —,.19 JUN. 7. 2005 8:21AM KING CD. WLRD NO. 2965 P. 7 LTG COUNT WATER AND LAND RESOURCES DIVISION pi A M DRAINAGE ORTINVESTIGATIONREP 3'I la- `i INVESTIOATCON REQUEST Type CPROBLEM: (/, ,A- ' RECEIVED BY: G - (, --4' Date: 0 lOK('d by: i 3 FILE No. Received from: NAME: - le DN)/ e(lam^ • PHONE Day) f Eve) { ADDRESS: City State Zip LOCATION OP PROBLEM,IF DIFFERENT: / O ©O`T i J --' S=.17-7 Access Permission Granted 0 C ii First (Would Like To Tie Present) A 0 fo.:,---x-7 ,a/6..A....4.,z x2_,-- „iedt.,,_,,— -,rp.e,..-_---s-s '1%.,g-alc-6-74.--7)z y e?e/ "--Y 5,,to A Plat naxae:60dv2 Lot No: • Block No. Other agencies involved: r4,, ,.:„ , n No fieldinresti_ationre•aired W.i n i W.WM i 'A;.y,jW-) -L{':. Y:VN".LL 7 W,},{. I3.!')*: Aiw.,W I:ar,f..71,7P .`_:5 B i ' G 31.;1 Y+C* e,, f i, Tk I,,,. ^ :.. wl o g', „,,„ a e a... • -. f L 61'f°""ii. Iwwdi M p q„`'"'euou wua•n afa r°aau r..W v.Y.C.2' 7 }S,aa Y.mC.a.. ti.Yw 'i4[9Q` : L. -,mi N Pau yrn,ANhueiYN mwm w333 5 1 S T R . Parcel No:" 6' 1:Crol1 Th.Bros: New tfI f/ - RDP Basin 6'0° Council District / Cit y Charge No. ReSPONSE: Citizen notified on I - by: phone letter in person DISPOSITION: Turned to on / . / by OR; No further action recommended because: Lead agency has been noted- Problem has been corrected. W No problem has been identified. .Prior investigation addresses problem: SEE FILE# Private problem-NDAP will not consideer because: Water originates onsite and/or on neighboring parcel. Other(Specify): DATE CLOSED: 3 / Z"fL_/ 04 By: ii- N DPLla Mfg C rjy} .> JUN. 7. 2005r.. 8:21AM KING CIO. WLRD N0. 2965 ' P. Q tbt jY ia• r,•'r ,ryr. r r•' r r Uw!t4,• .?Jp:`.si:e; ir. .i „.1, .f o "r y y'. t., '•: , lira 9Qf:?• r; •.(."t': rr., :•r, •'•h3i ;e. `SFr.,p'y ,y.R l• " .. ..Qe';,{rM'( i, i n.ey„YS,.,•,i: ifL. 41r'a;r: .,j vk k a %4:. L''w i: I. i:''.... ...... .;^,r..•f ct.•:';}•.... 1 0 KING COUNTY FILE NO- 04-0223 FCR NAME ANONYMOUS Department ofNatur'al Resources ADDRESSWaterandLandResouirceDivision PRONE TB PAGE 686-F1 DRAINAGE INVESTIGATION REPORT KRULLPAGE _ 605E DAB 3-19-04 FIELD INVESTIGATION AIVISION 4 mamas-jyjAly . DETAILS OF XNVESTIGATXON: COMPLAINT STATES;PROPERTYOWNER REMOVED TREES FROM COUNTY TRACT ADJACENT TO PROPERTY. / IFSITEVISITON3-17-04.INVESTIGATION FOUND THE PROPERTY AT 18004-124TH AVE SE BORDERS A PARCEL#332305900307 WHICH IS CALL OUT AS OPEN SPACE SOOS*CREEK TRAIL THIS PARCEL BELONGS TO KING NTSCOUNTY.AT THE SOUTHWEST CORNER OF THE PROPERTY FOUND A FEW SMALL TREE STUMPS WHICHAPPEARTOHAVEBEENCUTRECENTLY. IN TALKING TO THE PROPERTY OWNER ABOUT THE TREE CUTTINGSHEMENTIONEDTHETREESHADBROKENDUETOTHEICEFREEZEANDTHEYCUTANDREMOVEDTHEM.THERE IS A DRAINAGE CHANNEL ALONG THE SOUTHERN BOUNDARY OF THIS PARCEL AND NO DAMAGE WASNOTICEDTOTHISCHANNEL.AS FORE TREES CUT DID NOT SEE A BIG IMPACT TO THE PROPERTY.A FEWTREESREMOVEDAPPEAREDTOBEONOWNERSPROPERTY:- PHOTO TAKEN#1 SHOWING COUNTY PARCEL AND OWNERS PROPERTY. 2 SHOWING TREE STUMPS INDICATING TREES WERE CUT RECENTLY.3 SHOWING TREE STUMPS INDICATING TREES WERE RECENTLY. PARCEL 332305900307 OPEN SPACE SOOS CREEK TRAIL DRmirt igg ANNE_i • PROPERTY BOUNDARY CB-3 a. C /CB-1 A• CB-2. I \ A0 W I T — 0= I III IT: 3 1, gill I th iu pm ni enri 11HOps3L g 0 S v 2LOT 4 LL 1 A I r 4 L___ ___ PROPERTY BOUNDARY __ % Y 1 r1 O a a o Ioao a tu I.0 2 I-- N a JUN. 7. 2005 8: 21AM KING CO. WLRD NO. 2965' —P. 9Rimpr KING COUNTY WATER AND LAND RESOURCES DIVISION I •, DRAINAGE INVESTIGATION REPORT M.9 INVESTIGATION REQUEST Type P ,5 i.1-M: L J4tDEA ouElt Foe H.in( E'• 1 eD I3v: 1 t 1 t c ti . Date: 3-3-oil- OK'd by: r. No. 2004 - Received from: Day) (2 O for Eve) ( NAME: Mt kbq 4 u7 i 1 c,4 PHONE 2 Q(p -9 353 ADDRESS: WI.-R D -- S t o g - p k l, City State Zip LOCATION OF PROBLEM,IF DIFFERENT: I BOO Y --2trgnv&_SE JPeuT4a - 9p'o$8 Access Permission Granted 0 Call first (Would Lilco To Be Present) 0 1Soo'4PR°PE*ry 0 WA/Ell RT a '1x4TH fve 5r— Cou6RFb ell&‘le ART/O,v or FLow Co.VrgoL Pi9o1i.. 1r; 7z/az) u , I L-Dr WAS RC ,,rRta oir D.. I PR 0P.Frt-ry OW trz brwerrc- kr4uosb.J 20.8-78(o-ol 3 y FILE Caps Plat name: KdS p cx4 880eiz (j)92i$2) Lot No: •- Block No: Other apneies dinvolved: No •e hives• anon uiredlve Iprert;:),g,..,,,c.41:,,,Viari59,gA'J ' fin .rynit i 1. II He:i>..r.imn j:+ I :"rRTi ii i .l A'7iI4[1'A J _1 1{''" Amy+r w4' p1 4{yilu:''J`{ .:l_ _ y, 9,f A' G 1i c 9.J'kuu,y4 r MC j j1 l .,:t ,q0,1i)t,h z•:,Ht'.11,• L+r5,33,4.7, 1'' U r i•''' d, 'i 17 g, 7L sIa1,.3Y f.1 1 4 -S T R Parcel No. 33205, /01 Kroll/av5 iR; TILBros: New to S6-lam l • _ RDP Basin Soo Council District- q City - Charge No: RESPONSE: Citizen notified on by: phone letter in person DISPOSITION: Turned to 6. on' i// 171 b`4 by 32 OR; No further action recommended because: Lead agency has been notified: Problem has been corrected. No problem has been identified. - Prior inves igation addresses problem: SEE Fu,E# - Private problem-NDAP will not consider because: Water originates onsite and/or on neighboring parcel. j® f a Other(Specify): DATE CLOSED:d By: PAPd ire e, ScTZjd JUN. 7. 2005 8:21AM KING CO. WLRD NO. 2965 P. 10 KjNGENO. 04-0286 FCR COUNTY NAME MICHAEL_a,IVIALNERICHDepartmentofNaturalResourcesWLRD-SWS-DII f Water and Land Resource Division AnivxEss PHONE 206 296-8353 686-F1TBPAGE DRAINAGE INVESTIGATION REPORT x>EtOLLPAOE 6Q5E DATE 3-19-Oa. FIELD INVESTIGATION M DIVISION4 INITIALS-MAM DETAILS OF INVESTIGA 1TION: COMPLAINT STATES:PROPERTY O ER RE-GRADED-LOT AND COVERED OVER DISPERSAL TRENCH.SITE VISIT ON 3-17-04.JNVESTIGATIO FOUND THE PROPERTY AT 18004-124TH AVE SE HAS RE-GRADED LOT IIIIIFANDDISPERSALTRENCHHASBEENyURIED.TALKED TO THE PROPERTY OWNER WHO WAS UNAWARE OFTRENCH.SHE INDICATED THEY HAD '1 o GET A CLEARING AND GRADING PERMIT TO RE-GRADE THE NTS PROPERTY.I SHOWED HER A COPY OF THE APPROVED PLANS AND SAID SHE WOULD HAVE TO RESTOREBACKTOAPPROVEDPLANS.IN THINIFING IT OVER SHE MIGHT BE ABLE TO ALTER SYSTEM TO OUTLETTOWARDWETLANDANDCOULDRAISECATCHBASINTOGRADE.THIS COULD BE SOMETHING THAT COULD BELOOKEDATINREVIEWMAYBESOMT/A COULD BE PROVIDED. PHOTO TAKEN#1 SHOWING CB-2 AN COVERED OVER DISPERSAL 2 SHOWING CB-2 AND LOT RE-GRADED. NCH, PROPERTY OWNER DANETTE KNUDSON 18004-124TH AVE SE RENTON,WA.98058 PH#206-786-0134 CB-3 CS/C371T arc---za•ar 1 y t AREA OF FILL ia rtkii'^' n.,. i i I HOUSE H%n, ,h µi ti iiii i:'3: p 160n4 u a u 'i=' L. 1i PR f..i.vlpM '••rv•NY..:S'M.''r',a e•: f ii li i f-h• '^ 4 f Y'•-1'+Mn HH n It,i/.: n.ry..hv, I 1 L a I Y.I w I 0) I I a I I II—I 4 I ' 1 JUN. 7. 2005 8: 21AM KING CO. WLRD NO. 2965 P. 11 1 October 2004 TO: File FM: Craig Hislop RE: Malnerich Review—2004-0286 Background Rick Thompson and I visited drainage facility D92182 on 30 September 2004 in response to a drainage investigation/complaint from-Mike Mahierich of King County DrainageInvestigationandInspectio [ Services. The outlet for a detention tank in the Right-of Way is a private drainage easement as dedicated by short plat S0688002. The owner of the property where the outfall is located has filled a large portion of their-backyard including the area where a flow dispersal trench is located. JeifJacobson comrnucated with the owner of the property to get them to either uncover the dispersal trench or provide alternative drainage They uncovered enough of the pipe to cut in a six inch(6") Tee and now have a point discharge. I sent an email to Ramon Locsin who has an open grading permit on the site for the improper fill and wetland buffer intrusion. I recommended he add a few minor items to his review for the clearing and grading permit. The discharge currently wor and should not adversely affect the detention facility in theRight-of-Way. Recommendation I recommend this investigation/complaint is closed to corrected. JUN. I. 2005 8: 21AM KING CO. WLRD NO. 2965 P. 12 NEIGEBOR800D DRAINAGE ASSISTANCE PROGRAM COMPLAINANT EVALUATION MEMO . DATE: Wednesday, Augu t 11, 2004 . TO: FILE FROM: JEFF JACOBSON RE: . . ENGINEERING EV, DATION FOR COMPLAINT NO. 04-0286; Malnerich COMPLAINT CHRONOLOGY: ORIGINAL:3/19/04 FIELD INV: 3/19/04 FIELD EVAL: 4/02/04, 7/06/04 OLD FILES: BACKGROUND: The owner of a single- amily residence recently regraded the back property where a flow ontrol facility with an infiltration trenchexists. The regrading aroject accidentally buried a catch basin andinfiltrationtrenchseingaKingCountymaintainedflowcontrolfacility. I have visited the sit on numerous occasions. At this point therehasn't been any cooper tion by the landowner. PROPOSED SOLUTION: I recommend closing the file to the Enforcement Program. ENFORCEMENT RATING = 46 1 JUN. /. 2005 8: 22AM KING CO. WLRD NO. 2965 P. 13 King County Department of Development and Environmental Services 900 Oakesdale Avenge Southwest Renton, Washington 98055-1219 CODE ENFORCEMENT COMPLAINT FILE Case #: E0400783 Opened: COMPLAINT: TRUCKING OPERATION BUSINESS IN VIOLATION OFKING Parcel Number: 332305-9101 332305-9030 332305-9100 Site Address: 18004 24TH AVE SE KC City,Zip: ??, ?? Owner Name: KNUDSON DANETTE Violator Name: KNUDSON DANETTE Phone # Hm Wk Pg/Fax Email ; Zoning ??,??, ?? Property Size: (acres): 0 (sgft):?? 0 Violation Type ZN Priority Type: ?? Intpector SLUX STR: (??) Incorporated City: Complaint: Anonymous: Confidential: Wants Notification: Date Printed: [09-30-2004] CE COVER JUN. 7. 2005 8: 22AM KING do. WLRD NO. 2965 P. 14 IQng County Depaxtmcnt of Development and Environmental Services Land Use Services Division 900°akcxdalcAve$O.thwest Project No :L02CG129 Renton,WA 98055-1219 Date:09-30-2004 Application Deemed Complete GRADING/CO,EARING PERMIT- Sub Type:GRADING Applicant :KNUDSON,DANE'riiB Address : 18004 124TH AVE SE Type:GRADE RENTON,WA SUBMITTED :05/09/2002 98058 Status RET/WCI old on this line)-- •- Title KNUDSONRESTOq TION Owner's Name:KNUDSON,DANETIE Site Location:LOTS 2,3,4 OF TRACT A ON 124TH AVE SE Parcel No:332305-9101 Description :GRADING PROPERTY FOR CUSTOM HOME DEVELOPMENT Dear Applicant: On 06/06/2002 the Department of Development and Environmental Services has completed an initial review of your application submittal and we have determined that it is deemed complete for purposes of applying timeperiodsandproceduresadoptedbyKingCountyCode, effective on 05/09/2002. Applicant generated modifications,supplemental information requests,variances,environmental procedures and related actions may result in a discontinuance of permit processing under the decision time frames established byKingCountyCode. Failure by the applicant to meet deadlines for responding to Department requests for supplemental information or modifications may result in cancellation or denial of an application. If you elect to proceed with your project after the application has been cancelled,a new application and filing fees will berequired. If you have any questions regarding pr cessing of this application,please call the assigned staff below at 206)296- Reviewed by: tg_sc 8/25/99 I a I j I r RECORDED l' II A VDt.......... ....:------------ 1 1 , kPAGE, --REQUEST OF j q i998 ecT 14 Q' 11 56 Y; i C. K, L` r y s U i MAIL i " t. g t; I I EtYAfi F1Q , ~ E• N J a Z tr I FORM L. : s, '• 1:. Statutory Warranty Deed Ili DIUAi THE GRANTOR B CLAUDE H. HOFFMAN and MARIE C. HOFFMAN, his wife for and it:consideration of Ten Dollars and other valuable oonsiderations to hand paid.c.nce c anti arrattts to HUGH S. MaoGREGOR and ROSE M. MaoGREaOR,' his wife the following described real estate,sttuat in the County of King Washington: That portion of the Southeast t of the Northwest t of Seoticn 33, Towneiip 23 North, Range 5 East W.M., described nat'tntsr.tew', as follows: Beginning at the outheaet corner of said subdivision; thence North 1°03'14" Etat aleng 'ths Easterly line thereof, 490 e(feet; thence North A8•50'00" Meet 515.60 feet to the Easterly1!margin of the Seattle Covington Prausmission Line right of way; JJ thence South 15°22'40" East, along said Easterly margin., 509.89 feet, more or less, to. the Southerly line of said subdivision; i,ne;o.ec,r.,i' thence Easterly, along said Southerly line, -to the point of E,`J beginning; EXCEPT the South 30 feet thereof for road; situate in the County of sing, State of Washington. SUBJECT TO ease- ments of record This deed le made and delivered in fulfillment of that certain real estate oontraot by and etween Hugh S. MacGregor and Rose M. MacGregor, his wife, as purchasers and William•E. Bolson and Gladys M. Bolson, his wife, as sellers, dated January 21, 1956; and is subject' to any and all encumbrances arising since said date, except such as may be created by, through or under any act of the grantor. F.. .' ; cS 5 ) d ..e_ - I, tti 3:6 Dated this of— day of January, 1956. is.W kXP,P:U:. .... A"T all. y7.I--...2L2J.` . C c..•Ce.d.f.:y.. . - - : s-:-.`.a.: A.A. [REMPEif, KINK,COUNlY IRE.ASUR:R P;ITBYtin.',i:.y_:.. Dl Y t •. '. . i....i... ... t. ... 7l. .. }.-e- ..... . t: . c1'.\1T OF lC.\SHlNGTO\. i 1 ® t. utty of King I>~111 N•Onc,i,dgypersunally appeared betare me Claude H. Hoffman and Marie C. Hoffman, wife 1a.i4• + TSt the individuala described in and who executed the within and_1.‘r.gmng instrument. .,nd M acknomei they signed the same as... _their . .f,et' an, _tl.4 ;:_ nt- c3 . ...a - :k:'-r.";iic.. liAni:—..- 13 • iist ,ktt' - 6lesein Mentioned: 0 nn G i hand and official .eal thy, /.}Jr Jay of January, 1956. my 5 p o o 1 8 .Notary Public in and for the State of H'a.chiniynnAUG 2 3 200LoresidingatKent K.C. D.D.E.S. 20041103001305.001 II 11,1 I1 II III fII_ After recordingreturn to: III 1 i NA it I ill i it 11, wILLIAM F. BAGLEY SR. 2004110300 i''i 11ROSEM.BAGLEY TRpNSNaTZON TI cop130512252SE184THSTi!AE001 002 20.eeRenton,WA 98058 KING COUNTY,1 WA9 E2081563 11/03/2004 13:14KINGCOUNTY, WA SALE 2.00 50.00 PAGE001 OF 001 Legal Description(abbreviated): Portion of Section 33,Township 23 North,Range 5 East, WM Additional Legal on page: Assessor's Tax Parcel ID#-: 332305900901 C p QUIT CLAIM DEED 104'65 200 l. G l v` THE GRANTOR(S),ROSE M.BAGLEY,.WHO ACQUIRED TITLE AS ROSE M.MACGREGOR,for and in consideration of TO ESTABLISH COMMUNITY PROPERTY conveys and quit claims to WILLIAM F.BAGLEY,SR.and ROSE M.BAGLE4husband and wife the following described real estate,situated in the County of King,State f Washington,together with all after acquired title of the Grantor(s)therein: See Exhibit A attached hereto and made a part hereof. FILED FOR RECORD AT THE REQUEST OF TRANSNATiON TITLE INSURANCE CO. Dated: October 29,2014 3 1, ROSE M. BAGLEY State of Washingt n vvvv SS: County of On this-- day of 6O t oZ O before me personally appeared Kn S g_ M i L-3A-6-4e y to me known to be the individual(s)de cribed in and who executed the wi hin and foregoing Instrument,and acknowledged that described signed the same as II)-P free and voluntary act and deed for the uses nd pu1'poses therein mentioned. Given under y nd and official seal the day and year last above written. E T4 Notary Publi in an fo t Sta of Residing at au- My Appointment expires: r i--..0 l i. 1 i A. 44 IVAsH N.hill lttm\ '` Quit Claim Deed Page 1 of 2 LPB-12(7/97) LPB-12 TRA4SNATION TITLE INSURANCE COMPANY 20041103001305.002 x Y Exhibit A THAT PORTION OF THE SOUTHEAST Ya OF THE NORTHWEST%OF SECTION 33,TOWNSHIP 23 NORTH,RANGE 05 EASt W,M.,DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUITHEAST CORNER OF SAID SUBDIVISION; THENCE NORTH 1°03'14'}EAST,ALONG THE EASTERLY LINE THEREOF,490 FEET; THENCE NORTH 88°50'0 "WEST 515.60 FEET TO THE EASTERLY MARGIN OF THE SEATTLE COVINGTON TRANSMISSION LINE RIGHT OF WAY; THENCE SOUTH.15°22'40"EAST,ALONG SAID EASTERLY MARGIN,509.89 FEET,MORE OR LESS, TO THE SOUTHERLY LINE OF SAID SUBDIVISION; THENCE EASTERLY ALONG SAID SOUTHERLY LINE,TO THE POINT OF BEGINNING; EXCEPT THE SOUTH 30 EET THEREOF FOR ROAD; SITUATE IN THE COUN OF KING,STATE OF WASHINGTON. r } t Resonant Jul 15-49 ' 3919394 Jun 30-49 Northwestern Iaprov tent Company t to Puget Sound lower it Ltgkt Company_ Where• by a cont in writing dtd ept20-46 the grantor contracted to sell and y to di l Pia W Gordon, with other lands, the 94 of xlt iifx bE$ of Nw* and Mit of sea 33. in trp 23 N R 5 ant key ; and Wheras, the gr,ntoe hie obtained a permit framed William W. 3ordon to construct, op•rote and maintain oleo transmission lines over and across part of ad prom sail desires an easement for same from the grantor; Nci therfore, the grantor, in consideration of thesum of $1 the reeetpt of which i• a k dgsd does hby permit the grantee, in via to construet, operate and mmintain oleo trsmnsamiesion lines, with Ile necessary poles, wires, , r a, Inehors and guys, to be located within the strips -of land des as fol l owe s The wly , Sly and Ely 30 t the -SEtSE i of NW the fly ' 30 ft of the M it of :Olt a 60 ft strip, b*intg 30 ft wide on each side of the 41y 900 ft of the E and 4 oubdivieional center In of the Xi of , SW* the why 30 ft of the SW* of NEI also 60 ft stripe, being 30 ft ilde on eacn side of the ce kcr lines of the private reads as now constructed over and aoroe sd SW* of MFt and across that pert of the M of NW lying I of the Covington-Seattle power transmission line right of way of the Worsooville Power Adam, sit in sd sec 33; subj , however, to an easeMent in thspublia for any public roads hmert• fore laid out or established, and now existing over and across any part of thepr*sj This grant is made upon the condition the thegrantoe mill i.ndemniJ ' and save harmless the grantoe from all Loss w damasgt to ;is ppty, or the ppty of others, end frr3m injuries to persona occasioned partly or wholly, directly or indir ctly , by t`,e construction , maintenance, operation or presence of sd elec. trnas.iesion lines on th*rea Ii,at sd corp has caused thiisins tto bsexes anditsemrpd sffxd Northwestern Improvement Company bi J.I. Poore v pres corp sl attest 0 W Machald? wee Rvesef Co Minn Jun 21-49 by J.N. Wiiiiro v Ore of sd corp (ci ) bet d ®R. D:.elenberg np for Minn me at + (na Aug 5-54) yL 1. tt r asement Feb 3.r54 4416152 Feb 3-54 $1.80 &evo X by William W. Gorden one Gladys F. Sermon, hua&wf tkt the uniers&gaed sire the owners of the filk den prom sit in kcw; Ptns of the NWi of the NE} of sec 33-214 ewm. , tnd rs- whims the u*ders g 4 a dor to ostablihs; An easement fer roadway 60 ft in widthii sec 33-23-5 ewi. bei 30 ft en each aide of the fig des ent er ln; Baap en the Center la of SE 184th St as shown a+a the plat of Northwestern iGarden Tracts Div/ No. 6 vol 46 plate pg 100 kcw; sd pt being N 880*50'111tIte the center of sd sec 33; th N 1'03'14" E a1g the N and S center In of ad sec 33 a dist of 709.0 ft to a pt wuh fur refebence Gig adeN is designated In 619.53 ft totheNNE•nor a$the SEk of the NWi of sd sea 33; th N 17'26'k6" W 95.56 ft th f 1° t46 W 156 ft th f tl3'1' 46" W iN ft th N • 211 E200t thN33il' 6 w75ft; thN 76'31'46" W 75.61 ft th S 79'58 t 14" w 636.79 ft to inter- sect the Ely 26 oftke Covington Seattle Transmission la right or way, also, oent 2 4416152-. $ Wog at the abv desiganted illaa Point A*" and rmanlag th S 42r26" E T5 .• ft th N 44*23'34" E 887.95 ft to int- ersect th) N In of he SEi of the NEI of ad sec 33 wi the SWly In of the Cot tea -Re ton Transmission la pis. 1 right of way; all sit is kcw; Now therefore the iersigned de hrby create a perrtetual, easement ever and across the abv des 61 ft strip of laid for read purposes, suck esoment 1 to Is perpetual and to be appurte o t to any asp tract of land bordering er incl ed 60 ft strip and to be binding upon the fp and all futuc•e owners tire' t sir s and a. Ken Ok all to Lowell X. Palmerton 11720 :Mats Aye city gde y (k r,C y • ,4; av i • •„:' .+s u;e i s h x' Yy. F4Y¢A wail.aS^•CNRM•r G^F "4.' ,.. V + iV a, e. 4. e .. Alf`' AS EMENT y'. E. FOR A VAUJ=.FLF. CONSIDERATION, WILLIAM W. CORDON and s> GLADYS. F. .GCRDCFZ, his wife, h-errErby—trant.--ts WATER DISTRICT C. 58, KING C"U"TY, ASHINGTCi;, a municipal corporation, An easement to -• 9° maintain and .'e air.a rtatermain and appurtenances in the followinc d?3.^,r1Yc,i ;ropy r , t o-s:i.t t•_ The oast ?C feet in width of the north- 645 feet. 1.7 as.men cured along: the eact line, ^P the Northez^t.-` F' wart r of th:: Southwest Quarter of ;;eatton 3;, Towns. i?• ') , North, , anse 5 East_ a.M.; N h a;P . rhe Iut•h '>n fr'ec t of that portion of the South- alt 1du•,rter -f the Northwest Quarter cf Section. Tdwr.;hip ?', l4cr"h, .Rans'e `_i East .4.m., v,hi^h i s ithe Covington- ;ttle Tr:'r- i.e: 'a to of mi^^' Lin': rt7ht of way, f. F;. Li. ^ituate., to r1•n^ County', -State of •lash1rw?ton • j DATED thin (c.9 1 d i;Y ,,r(J::nua•rj, 1957• 3 1' •• '' . 42 ./)•'• ../ . . V,' k. GCRpoR j, 1,44.4,..5 1.7. aoRDON 4 STATE OF 'WASfliN t TCN ) COUNTYO0 , 1 iNG ) a,`4. On this day personally ap eared before me WILLIAM•W. • c;=.• .,°. GORDON:and' GIit QS F, GORDON,' hia.::wife.„.•,'to, me known to be te`.i — ,;0 c, }.slw.4 ci vithp ;>.wdeee- 'bed irk .and''rwhor.•eyte ,.ed the w1.?th1T ;and fore , fing:, ' a" tri3't il erit'.:ie'i aokno`„T'ed"ire] itt,; i ,;s.`f .-4:1 ii `a e'a thi t,,. . 1 p .aat an 4 t” 1'c ,,.yyp f :.a t y111,"1`8' k ,° ju r" uYA } `reJ.v o Y . r ;„:•- > ?j,. ,.ryJ, h t• L K`f•:,u+t 1 c r•:, r r t t . a r a.. dr x f # mF Y` F S ,1,}., r M -, x, iw cid. .•-(; {' r.. '.•'. -. ..y;s{ . f.' 4',,7 Z• R.[.. >,5 Yid iL. t.:: A f J 4 z.t.: t••` YF Z1r(S t i':'4•, 4 I ,.{c, .}' l 1,,,• L r vey •,.: rf, a c`. ,•C X. ',4 ti, 6yf'h ' 4. . - : Y' "r i3 ra•.,...,4•4.,j . 4 • a' , i t S'-•( y c• .•ltCt.. z ,F- l e ; W " # M 01 •..,. . • .. 9 t'^ .. ' ts' jit."3.!(`"' 1 iY,' iq, h +,y . y r' ' f'•, •S F , ' k 4 r"}`S'- i..Gt:`1 .' t S4y},'if fA ii t •C;, h h0 x>i? - Orr, v a e e II s.•, •• , • ' •.' : •-•-,,,- 14-R,!?•,::::-,''.:!;:t'.1•R;•• ••;W'','•A''',''----:- :,.'.7.•-,,,: •••'•:-::. ••;tt 3651 m550 4771296 7 I I 1 I. i'.. '''... 4'. 1.''.--.. -. ..• 7.-.' •::: :....71 .;., ..TI.LI.-,1•: ... •:,: : ": CT....L.:: 2 ••'. r•C: '• 'r':•. . " ''• , ,--••••,'"-t------e,,.. ._.'.•,' .;...T.".1.7 .. ,: , "I'', I''.'; : -":-..•, . . :•IT':r.r.." : , --,'!•• ' l'• .. "•e"•-• '-.' ' ' "•'":. :. - •• - ':" - r•"' '-.' 'r - ' •• .. • !r ••• :- in '''' ''' ' . ::•:r' : •-. :, ••• • ' - " •• ' ' " *..' : j'' 71 t.. i. • Jr/• /r • • '-/ 4 , . t -.-'.4tree...•.,-1,... _ ... ;„...,,,, •. '', . - • _1 i k/./Zer,-/,14... ' / -•..,e, ef:f.,•t ..." 1'2,`I-1:... (.::;' ••-•,..;IF.r.:•?C7'..:: ) C.T.ITTI ! (')F Y. n thl.,-. 6:-1;,• 1.:.:n•':••:•.-n: 1?-.• ,.:.r,pef..-.1...7..' !•:•fore nu:: ...717 TAI.7•".'. GC.110(1,1 and (LADY . '.;',. (IC!'-',D :, hir•• ...;lre. to me, knn.,•;r f.,-. l',...: the i 111.vIduals dencri4:e....! In ..1.n,:''. ...h'..) ..77,:•....cut(•-d. the wl.thi.n and 'IoreF,oinr.r, l',•;3triiment., nrci lickne)...1ed.7,c.'1 that they Flignel the F.imc as their • i, i free and volunt.Ary act and 1-ed, for the uses and purposes therein Fi mentioned. GIVEN .inder my hand and\ s•ea.1 this it) day or January, it•1. 1957. Ark, Of• 6,.... 7,,;:‘«i!.:, Notary.. • —,',. . - .-nC for the State i'i. t,..,-.:, : • of Washlhattnietiding at.Seettle4 I.'•:•••...:...,. • 3-,-.4:i...,..„..• t,.:s4...t:'...0".".- . V-:er, i.:Irs..-'....). 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Scott a 20632 108th Avenue SE Kent, WA 98031 Please print neatly or type inform tion Document Title: TICOR TITLEtot-IO(;iD2- Form--Seller's otice of On-Site Sewage SystemKingCounty Operation andgY Maintenance Requirements O Reference Number(s)of Re ated Documents: none Additional Reference#s on page n.a. Grantor(s) (Last,First,and Middle Initial) Ba le Sr. William F. Ba le Rose M. Additional Grantors on page n.a. Grantee(s) (Last,First,and Middle Initial) THE PUBLIC Legal Description (abbreviated form:lot,block,piat or section,township,range, quarter/quarter) see attached Legal Description titled"Schedule A Continued" I t'h. J &? 1/ N Sec! ?3 T23ni Se_ Additional legal is on page 1 Assessor's Property Tax Parcel/Account Number 3323059009 1 Additional parcel#s on page n.a. 1 The Auditor/Recorder will rely on the informationprovided on this form. The staff will not read the documents to verify the accuracy or completeness of the indexing information provided herein. 20041118000987.002 t 11 NWMLS Form 22U OCopyright 2003 Seller's Notice of OSS Northwest Multiple Listing Service Rev.3103 ALL RIGHTS RESERVED Page 2 of 3 KING COUNTY FORM - SELLER'S NOTICE OF ON-SITE SEWAGE SYSTEM• OPERATION AND MAINTENANCE REQUIREMENTS Assessor's Tax Parcel ID#: 3323059009 1. Seller is the owner of real property within King County,which is legally described as follows: see attached Legal Desc iption titled "Schedule A Continued" 2. The above-described re I property is served by an on-site sewage system("OSS"). 3. The Code of the King County Board of Health,Section 13.60.005 establishes certain respon- sibilities of the OSS ownerIwith respect to the operation al maintenance of an On-site Sewage System,as follows: A. The OSS owner is responsible for the continuous proer operation and maintenance of the OSS,and shall: 1. Determine the leve of solids and scum in the septi tank at least once every three(3)years for residential system with no garbage grinder an once every year If a garbage grinder is installed and; unless otherwise provided in writing y the health officer, once every year for commercial systems. 2. Employ an approved pumper to remove the septag from the tank when the level of solids and scum indicates that removal is necessary. 3. Cause preventive aintenancelsystem performers a monitoring inspections to be conducted and any indicated ervlce to be performed by an a proved person at a minimum frequency in accordance with able 13.60-1 unless otherwis established by the health officer or the sewage review committee. 4. Operate and maintain all OSS in accordance with t is title,with pertinent alternative system guidelines issued by the DOH[State of Washington Department of Health]and with the approved OSS owr1er's operating and,maintenance instruction manual. 5. Protect the OS'S area including the reserve area from: a. Cover by structures or Impervious material; b. Surface drainage; c. Soil compaction,for example, by vehicular traffic or livestock;and d. Damage by soil removal and grade alteration. 6. Maintain the flow of sewage to the OSS at or below the approved design both in quantity and waste strength. 7. Direct drains, such as footing of roof drains away from the area where the OSS is located. I 20041118000987.003 f i NWMLS Form 22U Copyright 2003 Seller's Notice of OSS Northwest Multiple Listing Service Rev.3/03 ALL RIGHTS RESERVED Page 3 of 3 KING COUNTY FORM - SELLE i' S NOTICE OF ON-SITE SEWAGE SYSTEM OPERATION AND MAINTENANCE REQUIREMENTS B. The owner shall not all w: 1. Use or introduction Of strong bases,strong acids or organic solvents into an OSS for the purpose of system leaning; 2. Use of a sewage sy tem additives unless it is specifically approved by the DOH;or 3. Use of an OSS to dispose of waste components atypical of residential wastewater,for example,but not limited to, petroleum products,paints,solvents,or pesticides. 4. Note about Operation an Maintenance Program Fee: Rules and Regulations 02-01,amendment to the Code of the King Co my Board of Health, states, "At the time of sale or transfer of property ownership,the buyer or transfereen of a property served by an OSS shall forward to the health officer a fee as set forth in the fee schedule and submit a signed copy of the notice on title as set forth in Section 13.56.054.1." This fee is$40.00 per the Rules and Regulations 02-01, effective June 17,2002. iig Y./ g-°1/W1). _12_772 ,(71,y 11-1-0YSellerIDateSellerDate STATE OF WASHINGTON ) s : COUNTY OF KJNG I-/On this (Q day of V.i.Id-C OD. before me personally f ` month) year) appeared IIOJ'l Il arV\ F Ni( and to me known to be the individual(s)des ribb, her and who executed the foregoing instrument a /her/their free and voluntary act and deed for the uses an purposes rein stated. Given under my hand and official seal this an oF:•/ C` man yea ) C • Print Name: '-Mt,Ak bid- NOTARY PUBLIC in and fort a State of Washington, Residing at: 4e,I\ Notary PublicJ'n Stott of Washington M. My Appointment Expires:l iW 11 . My Appointment Expires Feb 18, 2006 ` 20041118000987.004 Commitment No.8340902-1 LEGAL DESCRIPTION SCHEDULE A CONTINUED The land referred to in this Commitment is described as follows: That portion of the southeast quarter of the northwest quarter of Section 33,Township 23 north, Range 5 east,W.M., in King County,Washington,described as follows: Beginning at the southeast corner of said subdivision; thence north 1°0314"east,along the easterly line thereof,490 feet; thence north 88°50'00"west 5 5.90 feet to the easterly margin of the Seattle Covington transmission line right of way; thende south 15°2'2'40"east,Tong said easterly margin,509.80 feet, more or less,to the southerly lineofsaidsubdivision: thence easterly along said southerly line,to the point of beginning; EXCEPT the south 30 feet thereof for road. 20041103001306.001 After Recording Return To: EVERQ2EEE MCNEYSOURCE R'IG COMPANY 3001 112'IH AVENUE NE, 1SUITE 200 BELLEVUE, WASHINGION •8004 20041103E°13°6 TRANSNATION TI DT 35.00 PAGE001 OF 016 KING COUNTY13AARINGMINTY, WA Space Above This Line For Recording Data) C5 zeo- z el Loan Number: 04207 DEED OF TRUST MIN: 1000235-0000007057-3 PIIPGrantor(s)(Last name first, then first name and initials): 1. -BAGLEY, SR. , WILL TAM F. 2. BAGLEY, ROSE M. 3. 4. 5. 6. D Additional names on page of document: Grantee(s) (Last name first, then first name and initials): I. MORTGAGE ELECTRONIELECTRONIC/WISTRA.TION SYSTEMS, INC. , (MERS) 2. 'G1A,t? ) t ( o e& 3. 4. 5. 6. Additional names on page of document. Legal Description(abbreviated: i. .,lot,block,plat or section, township,range): PORTION OF SECTION 3, TOWNSHIP 23 NORTH, RANGE 5 EAST, WM S FILED FOR RECORD AT THE REQUEST OF TRANSNATION TITLE INSURANCE CO. Full legal description on page 3 of document. Assessor's Property Tax Parcel(s)o Account Number(s): 332305900901, 332305900984 Reference Number(s) Assigned or Released: Additional references on page of document. WASHINGTON—Single Family DocMagic efts= 80o-649.1362 Fannie Mae/Freddie Mac UNIFORM INSTRUMENT.MERS www.doemagic.comForm3048 )/01 Page 1 of 15 Wa3043.mzd.l,tem 20041103001306:002 DEFINITIONS Words used in multiple sections of this document are defined below and other words are defined in Sections 3, 11, 13, 18,20 and 21. Certain rules regarding the usage of words used in this document are also provided in Section 16. A) "Security Instrument"me ns this document, which is dated OCTOBER 2 6, 2 0 04 , together with all Riders to this document. B) 'Borrower"is WILLI F. BAGLEY, SR. AND ROSE M. BAGLEY, HUSBAND AND WIFE Borrower is the trustor under this Security Instrument. C) "Lender"is EVERG EN MONEYS OURCE MORTGAGE COMPANY Lender is a WASHINGTON CORPORATION organized and existing under the laws of ASHINGTON Lender's address is 3 0 01 1 2 TH AVENUE NE, SUITE 2 0 0, BELLEVUE, WASHINGTON 98004 D)- "Trustee"is TRANSN TION TITLE INSURANCE COMPANY 14450 NE 29TH PLAC STE. #200, BELLEVUE, WASHINGTON 98007 E) "MERS"is Mortgage Electronic Registration Systems, Inc. MERS is a separate corporation that is acting solely ass nominee for Lender and Lender's successors and assigns. MERS is the beneficiary under this Security Instrument. MERS is organized and existing under the laws of Delaware,and has an address and telephone number of P.O.Box 2026, Flint,MI 48501-2026, tel. (888) 679-MERS. F) "Note"means the promissory note signed by Borrower and dated OCTOBER 2 6, 2 0 04 The Note states that Borrower owes Lender TWO HUNDRED EIGHTY-THREE THOUSAND FIVE HUNDRED AND 0 01 10 0 Dollars(U.S. $ 2 8 3,5 0 0 .0 0 plus interest. Borrower has promised to pay th s debt in regular Periodic Payments and to pay the debt in full not later than NOVEMBER 1, 2034 G) "Property"means the prope y that is described below under the heading"Transfer of Rights in the Property."A) "Loan"means the debt evide ced by the Note,plus interest,any prepayment charges and late charges due under the Note, and all sums due under 's Security Instrument,plus interest. I) "Riders"means all Riders t e this Security Instrument that are executed by Borrower. The following Riders are to be executed by Borrower[check box as applicable]: Adjustable Rate Rider Condominium Rider Second Home Rider Balloon Rider Planned Unit Development Rider Other(s) [specify] 1-4 Family Rider Biweekly Payment Rider d) "Applicable Law"means all controlling applicable federal,state and local statutes,regulations,ordinances and administrative rules and orders(that have the effect of law) as well as all applicable final,non-appealable judicial opinions. K) "Community Association D.tes,Fees,and Assessments"means all dues,fees,assessments and other charges that are imposed on Borrower or the Property by a condominium association, homeowners association or similar organization. WASHINGTON--Single Family DocMagicardruma 800-649-1362FannieMae/Freddie Mac UNIFORM INSTRUMENT-MERS www.docmaglc.comForm30481/01 Page 2 of 15 Wa30 ,n2a2.1em ti 20041103001306.003 L) "Electronic Funds Transfer"means any transfer of funds,other than a transaction originated by check,draft, or similar paper instrument, which is initiated through an electronic terminal,telephonic instrument, computer, or magnetic tape so as to order, instruct, or authorize a financial institution to debit or credit an account. Such term includes, but is not limited to,po4nt-of-sale transfers, automated teller machine transactions, transfers initiated by telephone, wire transfers,and automated clearinghouse transfers. M) "Escrow Items"means tho$e items that are described in Section 3. N) "Miscellaneous Proceeds"means any compensation, settlement, award of damages, or proceeds paid by anythirdparty(other than insurance 1,roceeds paid under the coverages described in.Section 5)for: (i)damage to, or destruction of,the Property;(ii)condemnation or other taking of all or any part of the Property; (iii)conveyance in lieu of condemnation; or(iv)misrepresentations of, or omissions as to, the value and/or condition of the Property.0) "Mortgage Insurance"means insurance protecting Lender against the nonpayment of,or default on,the Loan. P) "Periodic Payment"means the regularly scheduled amount due for(i)principal and interest under the Note, plus(ii)any amounts under Section 3 of this Security Instrument. Q) "RESPA"means the Real estate Settlement Procedures Act(12 U.S.C. §2601 et seq.) and its implementing regulation, Regulation X(24 C.P R. Part 3500), as they might be amended from time to time, or any additional or successor legislation or regu1atiop that governs the same subject matter. As used in this Security Instrument, RESPA"refers to all requirements and restrictions that are imposed in regard to a"federally related mortgage loan" even if the Loan does not qualify has a "federally related mortgage loan"under RESPA. R) "Successor in Interest of Borrower"means any party that has taken title to the Property,whether or not that party has assumed Borrower's obi' ations under the Note and/or this Security Instrument. TRANSFER OF RIGHTS IN +HE PROPERTY The beneficiary of this Security Instrument is MERS (solely as nominee for Lender and Lender's successors and assigns)and the successors and assigns of MERS. This Security Instrument secures to Lender: (i)the repayment of the Loan, and all renewals, extensions and modifications of the Note; and(ii) the performance of Borrower's covenants and agreements under thi Security Instrument and the Note. For this purpose,Borrower irrevocably grants and conveys to Trustee, in tmst, with power of sale, the following described property located in the COITY of KING Type of Recording JurisdI iction] Name of Recording Jurisdiction] LEGAL DESCRIPTION ATTACHED HERETO AND MADE A PART THEREOF. A.P.N. #: 332305900901, 332305900984 which currently has the address of 12252 SOUTHEAST 184TH STREET Street] RENTOI\ Washington 98 05 8 ("Property Address"): City] Zip Code] WASHINGTON—Single Family DocMagfc Warm= e00-649-1362FannieMae/Freddie Mac UNIFORM INSTRUMENT-MERS www.docmagic.comForm30481/01 Page 3 of 15 wa3048.nd.3.tat 20041103001306.004 TOGETHER WITH all the improvements now or hereafter erected on the property, and all easements, appurtenances, and fixtures now or hereafter a part of the property. All replacements and additions shall also be covered by this Security Instrument. All of the foregoing is referred to in this Security Instrument as the"Property." Borrower understands and agrees that MERS holds only legal title to the interests grantedby Borrower in this Security Instrument,but,if necessary to comply with law or custom,MERS(as nominee for Lender and Lender's successors and assigns)has the right:to exercise any or all of those interests,including,but not limited to,the right to foreclose and sell the Property;and to take any action required of Lender including,but not limited to,releasing and canceling this Security Instrument. BORROWER COVENANTS that Borrower is lawfully seised of the estate hereby conveyed and has the right to grant and convey the Property and that the Property is unencumbered, except for encumbrances of record. Borrower warrants and will defend generally the title to the Property against all claims and demands, subject to any encumbrances of record. THIS SECURITY INSTRUMENT combines uniform covenants for national use and nonuniform covenants with limited variations by jurisdiction to constitute a uniform security instrument covering real property. UNIFORM COVENANT . Borrower and Lender covenant and agree as follows: 1. Payment of Principal Interest,Escrow Items,Prepayment Charges,and Late Charges. Borrower shall pay when due the principal of and interest on,the debt evidenced by the Note and any prepayment charges and late charges due under the Note. orrower shall also pay funds for Escrow Items pursuant to Section 3. Payments due-under the Note and this Security Instrument shall be made in U.S. currency. However,if any check or other instrument received by Lender as payment under the Note or this Security Instrument is returned to Lender unpaid, Lender may require that any or all subsequent payments due under the Note and this Security Instrument be made in one or more of the following forms,as selected by Lender:(a)cash;(b)money order;(c)certified check,bank check, treasurer's check or cashier's check provided any such check is drawn upon an institution whose deposits are insured by a federal agency,instrumentality, or entity;or(d)Electronic Funds Transfer. Payments are deemed received by Lender when received at the location designated in the Note or at such other location as may be designated by L!nder in accordance with the notice provisions in Section 15. Lender may return any payment or partial payment if a payment or partial payments are insufficient to bring the Loan current. Lender may accept any payment or partial payment insufficient to bring the Loan current, without waiver of any rights hereunder or prejudice to its rights to refuse such payment or partial payments in the future, but Lender is not obligated to apply such payments at the time such payments are accepted. If each Periodic Payment is applied as of its scheduled due date,then Lender need not pay interest onunapplied funds. Lender may hold such unapplied funds until Borrower makes payment to bring the Loan current. If Borrower does not do so within a reasonable period of time,Lender shall either apply such funds or return them to Borrower. If not applied earlier, such funds will be applied to the outstanding principal balance under the Note immediately prior to foreclosure. No offset or claim which Borrower might have now oiI!I in the future against Lender shall relieve Borrower from making payments due under the Note and this Security Idstrument or performing the covenants and agreements secured by this Security Instrument. 2. Application of Payments or Proceeds. Except as otherwise described in this Section 2,all payments accepted and applied by Lender shall be applied in the following order of priority: (a)interest due under the Note; b)principal due under the Note; (c)amounts due under Section 3. Such payments shall be applied to each Periodic Payment in the order in which it b4ame due. Any remaining amounts shall be applied first to late charges, second to any other amounts due under this Security Instrument,and then to reduce the principal balance of the Note. If Lender receives a payment from Borrower for a delinquent Periodic Payment which includes a sufficient amount to pay any late charge due, the payment may be applied to the delinquent payment and the late charge. If more than one Periodic Payment is outstanding, Lender may apply any payment received from Borrower to the repayment of the Periodic Payments if, and to the extent that, each payment can be paid in full. To the extent that WASHINGTON--Single Family DocItagic 800-849-1362FannieMae/Freddie Mac UNIFORM INSTRUMENT-MERS www.docmaglc.comForm30481/01 Page 4 of 15 Wa1048."¢d.4.tem 20041103001306.005 any excess exists after the paymen is applied to the full payment of one or more Periodic Payments,such excess may be applied to any late charges due. Voluntary prepayments shall.be applied first to any prepayment charges and then as described in the Note. Any application of paymen ,insurance proceeds,or Miscellaneous Proceeds to principal due under the Note shall not extend or postpone the dppe date, or change the amount,of the Periodic Payments. 3. Funds for Escrow Items. Borrower shall pay to Lender on the day Periodic Payments are due under the Note,until the.Note is paid in full,a sum(the"Funds")to provide for payment of amounts due for: (a)taxes and assessments and other items which can attain priority over this Security Instrument as a lien or encumbrance on the Property; (b)leasehold payments pr ground rents on the Property, if any; (c)premiums for any and all insurance required by Lender under Section yi;and(d)Mortgage Insurance premiums,if any,of any sums payable by Borrower to Lender in lieu of the payment of Mortgage Insurance premiums in accordance with the provisions of Section 10. These items arc called"Escrow Items." At origination or at any time during the term of the Loan,Lender may require that Community Association Duesj Fees,and Assessments,if any,be escrowed by Borrower,and such dues,fees and assessments shall be an Escrow Item. Borrower shall promptly furnish to Lender ail notices of amounts to be paid under this Section. Borrower l pay Lender the Funds for Escrow Items unless Lender waives Borrower's obligation to pay the Funds for an or all Escrow Items. Lender may waive Borrower's obligation to pay to Lender Funds for any or all Escrow Items t any time. Any such waiver may only be in writing. In the event of such waiver, Borrower shall pay directly, when and where payable, the amounts due for any Escrow Items for which payment of Funds has been waived by Lender md,if Lender requires,shall furnish to Lender receipts evidencing such payment within such time period as Lender may require. Borrower's obligation to make such payments and to provide receipts shall for all purposes be deemed to be a covenant and agreement contained in this Security Instrument,as the phrase covenant and agreement"is used in Section 9. If Borrower is obligated to pay Escrow Items directly,pursuant to a waiver,and Borrower fails to pay the amount due for an Escrow Item,Lender may exercise its rights under Section 9 and pay such amount and Borrower shall then be obligated under Section 9 to repay to Lender any such amount. Lender may revoke the waiver as to any or all Escrow Items at any time by a notice given in accordance with Section 15 and,upon such revocation,Borrower shall pay to Lender all Funds,and in such amounts, that are then required under this Section 3. Lender may,at any time,col ect and hold Funds in an amount(a)sufficient to permit Lender to apply the Funds at the time specified under RESPA and(b)not to exceed the maximum amount a lender can require under RESPA. Lender shall estimate the amount o Funds due on the basis of current data and reasonable estimates of expenditures of future Escrow Items or otherwise in accordance with Applicable Law. The Funds shall be held in 4 institution whose deposits are insured by a federal agency,instrumentality,or entity (including Lender,if Lender is an institution whose deposits are so insured) or in any Federal Home Loan Bank. Lender shall apply the Funds to pay the Escrow Items no later than the time specified under RESPA. Lender shall not charge Borrower for holding and applying the Funds,annually analyzing the escrow account, or verifying the Escrow Items, unless Lender pays Borrower interest on the Funds and Applicable Law permits Lender to make such a charge. Unless an agreement is made in writing or Applicable Law requires interest to be paid on the Funds, Lender shall not be required to pay Borrower any interest or earnings on the Funds. Borrower and Lender can agree in writing, however, that interest shall be paid on the Funds. Lender shall give to Borrower, without charge,an annual accounting of the Funds as required by RESPA. If there is a surplus of Funds held in escrow, as defined under RESPA, Lender shall account to Borrower for the excess funds in accordance with IlESPA. If there is a shortage of Funds held in escrow,as defined under RESPA, Lender chall notify Borrower as req 4 fired by RESPA,and Borrower shall pay to Lender the amount necessary to make up the shortage in accordance with RESPA,but in no more than 12 monthly payments. If there is a deficiency of Funds held in escrow,as defined under RESPA,Lender shall notify Borrower as required by RESPA,and Borrower shall pay to Lender the amount necessary to make up the deficiency in accordance with RESPA,but in no more than I2 monthly payments. WASHINGTON--Single Family DocMaglc 800-649-1362FannieMae/Freddie Mac UNIFORM INSTRUMENT-MERS www.docmagic.comForm30481/01 page 5 of 15 Wa3048.mzd.5.tan 20041103001306.006 Upon payment in full of all sums secured by this Security Instrument,Lender shall promptly refund to Borrower any Funds held by Lender. 4. Charges;Liens. Borrower shall pay all taxes,assessments,charges,fines,and impositions attributable to the Property which can attain priority over this Security Instrument, leasehold payments or ground rents on the Property,if any,and Community litissociation Dues, Fees,and Assessments,if any. To the extent that these items are Escrow Items, Borrower shall pay them in the manner provided in Section 3. Borrower shall promptly discharge any lien which has priority over this Security Instrument unless Borrower: a)agrees in writing to the payment of the obligation secured by the lien in a manner acceptable to Lender,but only so long as Borrower is performi4g such agreement; (b) contests the lien in good faith by, or defends against enforcement of the lien in,legal proceedings which in Lender's opinion operate to prevent the enforcement of the lien while those proceedings are pending,but only until such proceedings are concluded; or(c)secures from the holder of the lien an agreement satisfacory to Lender subordinating the lien to this Security Instrument. If Lender determines that any part of the Pr perry is subject to a lien which can attain priority over this Security Instrument, Lender may give Borrower a notice identifying the lien. Within 10 days of the date on which that notice is given, Borrower shall satisfy the lien or ti4ke one or more of the actions set forth above in this Section 4. Lender may require Borrower to pay a one-time charge for a real estate tax verification and/or reporting service used by,Lender in connection with this Loan. 5. Property Insurance. Borrower shall keep the improvements now existing or hereafter erected on the Property insured against loss by fire, hazards included within the term-"extended coverage,"and any other hazards including,but not limited to,earthquakes and floods,for which Lender requires insurance. This insurance shall be maintained in the amounts (including deductible levels) and for the periods that Lender requires. What Lender requires pursuant to the preceding sentences can change during the term of the Loan. The insurance carrier providing the insurance shall be chosenby Borrower subject to Lender's right to disapprove Borrower's choice,which light shall not be exercised unreasonably. Leader may require Borrower to pay,in connection with this Loan,either:(a)a one- time charge for flood zone determinration, certification and tracking services;or(b)a one-time charge for flood zone determination and certification servrces and subsequent charges each time remappings or similar changes occur which reasonably might affect such detten imation or certification. Borrower shall also be responsible for the payment of any fees imposed by the Federal Emergency Management Agency in connection with the review of any flood zone determination resulting from an objection by Borrower. If Borrower fails to maintain any of the coverages described above,Lender may obtain insurance coverage,at Lender's option and Borrower's ex ense. Lender is under no obligation to purchase any particular type or amount of coverage. Therefore, such coverage shall cover Lender,but might or might not protect Borrower, Borrower's equity in the Property,or the cons is of the Property,against any risk,hazard or liability and might provide greater or lesser coverage than was previo ly in effect. Borrower acknowledges that the cost of the insurance coverage so obtained might significantly exceed the cost of insurance that Borrower could have obtained. Any amounts disbursed by Lender under this Section 5 shallbecome additional debt of Borrower secured by this Security Instrument. These amounts shall bear interest at the/4ote rate from the date of disbursement and shall be payable, with such interest, upon notice from Lender to Borrower requesting payment. All insurance policies required by Lender and renewals of such policies shall be subject to Lender's right to disapprove such policies,shall inck de a standard mortgage clause,and shall name Lender as mortgagee and/or as an additional loss payee. Lender shallhave the right to hold the policies and renewal certificates. If Lender requires, Borrower shall promptly give to Lender all receipts of paid premiums and renewal notices. If Borrower obtains any form of insurance coverage,not otherwise required by Lender,for damage to,or destruction of, the Property, such policy shall include a standard mortgage clause and shall name Lender as mortgagee and/or as an additional loss payee. In the event of loss,Borrower shall give prompt notice to the insurance carrier and Lender. Lender may make proof of loss if not made promptly by Borrower. Unless Lender and Borrower otherwise agree in writing, any WASHINGTON--Single Family DocMagic4 DS3 800•649-1362FannieMae/Freddie Mac UNIFORM INSTRUMENT-MERS www-docmagic.com Form 3048 1/01 Page 6 of 15 Wa3048.mud.6.tAn 20041103001306.007 insurance proceeds,whether or not the underlying insurance was required by Lender,shall be applied to restoration or repair of the Property,if the restoration or repair is economically feasible and Lender's security is not lessened. During such repair and restoratio period, Lender shall have the right to hold such insurance proceeds until Lender has had an opportunity to inspecsuch Property to ensure the work has been completed to Lender's satisfaction, provided that such inspection be undertaken promptly. Lender may disburse proceeds for the repairs and restoration in a single payment or n a series of progress payments as the work is completed. Unless an agreement is made in writing or Applicable w requires interest to be paid on such insurance proceeds, Lender shall not be required to pay Borrower any interest or earnings on such proceeds. Fees for public adjusters,or other third parties, retained by Borrower shall not be aid out of the insurance proceeds and shall be the sole obligation of Borrower. If the restoration or repair is not nomically feasible or Lender's security would be lessened,the insurance proceeds shall be applied to the sums secure by this Security Instrument,whether or not then due,with the excess,if any,paid to Borrower. Such insurance proceeds shall be applied in the order provided for in Section 2. If Borrower abandons the Property, Lender may file,negotiate and settle any available insurance claim and related matters, If Borrower does not respond within 30 days to a notice from Lender that the insurance carrier has offered to settle a claim, then Lender may negotiate and,settle the claim. The 30-day period will begin when the notice is given. In either event,or if Lender acquires the Property under Section 22 or otherwise, Borrower hereby assigns-to Lender(a)Borrower's 'ghts to any insurance proceeds in an amount not to exceed the amounts unpaid under the Note or this Security Ins ment,and(b)any other of Borrower's rights(other than the right to any refund of unearned premiums paid by Bo ower)under all insurance policies covering the Property,insofar as such rights are applicable to the coverage of Property. Lender may use the insurance proceeds either to repair or restore the Property or to pay amounts unpaid under the Note or this Security Instrument,whether or not then due. 6. Occupancy. Borrower shall occupy,establish,and use the Property as Borrower's principal residence within 60 days after the execution o this Security Instrument and shall continue to occupy the Property as Borrower's principal residence for at least one ear after the date of occupancy,unless Lender otherwise agrees in writing,which consent shall not be unreasonably ithheld,or unless extenuating circumstances exist which are beyond Borrower's control. 7. Preservation,Maint ce and Protection of the Property;Inspections. Borrower shall not destroy, damage or impair the Property,all w the Property to deteriorate or commit waste on the Property. Whether or not Borrower is residing in the Prope ty,Borrower shall maintain the Property in order to prevent the Property from deteriorating or decreasing in valu due to its condition. Unless it is determined pursuant to Section 5 that repair or restoration is not economically fe 'ble, Borrower shall promptly repair the Property if damaged to avoid further deterioration or damage. If insurance or condemnation proceeds are paid in connection with damage to,or the taking of, the Property,Borrower shall be responsible for repairing or restoring the Property only if Lender has released proceeds for such purposes. Lend may disburse proceeds for the repairs and restoration in a single payment or in a series of progress payments as the work is completed. If the insurance or condemnation proceeds are not sufficient to repair or restore the Property,Bo wer is not relieved of Borrower's obligation for the completion of such repair or restoration. Lender or its agent may mak reasonable entries upon and inspections of the Property. If it has reasonable cause,Lender may inspect the interior of the improvements on the Property. Lender shall give Borrower notice at the time of or prior to such an interior inspection specifying such reasonable cause. 8. Borrower's Loan ApRlication. Borrower shall be in default if,during the Loan application process, Borrower or any persons or entities acting at the direction of Borrower or with Borrower's knowledge or consent gave materially false, misleading, or inaccurate information or statements to Lender(or failed to provide Lender with material information) in connectioi with the Loan. Material representations include, but are not limited to, representations concerning Borrowr's occupancy of the Property as Borrower's principal residence. 9. Protection of Lender's Interest in the Property and Rights Under this Security Instrument. If(a) Borrower fails to perform the cove . is and agreements contained in this Security Instrument, (b) there is a legal WASHINGTON—Single Family DocMaglcM:0SM 800-649-1362FannieMae/Freddie Mao UNIFORM INS RUMENT-MERS www.docmagic.com•Form 3048 1/01 Page 7 of 15 W,3048.mz4.7.ten 20041103001306.008 proceeding that might significantly affect Lender's interest in the Property and/or rights under this Security Instrument such as a proceeding in bankruptcy,probate, for condemnation or forfeiture,for enforcement of a lien which may attain priority over this Security Instrument or to enforce laws or regulations), or(c)Borrower has abandoned the Property, then Lender may do an pay for whatever is reasonable or appropriate to protect Lender's interest in the Property and rights under this S 'ty Instrument,including protecting and/or assessing he value of the Property, and securing and/or repairing the property. Lender's actions can include,but are not limited to:(a)paying any sums secured by a lien which has priori over this Security Instrument;(b)appearing in court;and(c)paying reasonable attorneys'fees to protect its interest in the Property and/or rights under this Security Instrument,including its secured position in a bankruptcy proceeding. Securing the Property includes,but is not limited to, entering the Property to make repairs, change locks,replace or board up doors and windows, drain water from pipes,eliminate building or other code violations or dangerous conditions,and have utilities turned on or off. Although Lender may take action under this Section 9,Lender does not have to do so and is not under any duty or obligation to do so. It is agreed that Lender incurs no liability for not taking any or all actions authorized under this Section 9. Any amounts disbursed by Bender under this Section 9 shall become additional debt of Borrower secured by this Security Instrument. These ai1ounts shall bear interest at the Note rate from die date of disbursement and shall be payable, with such interest,upon notice from Lender to Borrower requesting payment. If this Security Instrument is on a leasehold, Borrower shall comply with all the provisions of the lease. If Borrower acquires fee title to the Property, the leasehold and the fee title shall not merge unless Lender agrees to the merger in writing. 10. Mortgage Insurance. If Lender required Mortgage Insurance as a condition of making the Loan, Borrower shall pay the premiums required to maintain the Mortgage Insurance in effect. If, for any reason, the Mortgage Insurance coverage required by Lender ceases to be available from the mortgage insurer that previously provided such insurance and Bor wer was required to make separately designated payments toward the premiums for Mortgage Insurance,Borrower hall pay the premiums required to obtain coverage substantially equivalent to the Mortgage Insurance previously in effect, at a cost substantially equivalent to the cost to Borrower of the Mortgage Insurance previously in effect, from an alternate mortgage insurer selected by Lender. If substantially equivalent Mortgage Insurance coverage is not available,Borrower shall continue to pay to Lender the amount of the separately designated payments that were due when the insurance coverage ceased to be in effect. Lender will accept,use and retain these payments as a non-refundable loss reserve in lieu of Mortgage Insurance. Such loss reserve shall be non- refundable,notwithstanding the fact that the Loan is ultimately paid in full,and Lender shall not be required to pay Borrower any.interest or earnings on such loss reserve. Lender can no longer require loss reserve payments if Mortgage Insurance coverage(in dip amount and for the period that Lender requires)provided by an insurer selected by Lender again becomes available, is obtained, and Lender requires separately designated payments toward the premiums for Mortgage Insurance.) If Lender required Mortgage Insurance as a condition of making the Loan and Borrower was required to make s parately designated payments toward the premiums for Mortgage Insurance, Borrower shall pay the premiums required to maintain Mortgage Insurance in effect,or to provide a non-refundable loss reserve, until Lender's requirement for Mortgage Insurance ends in accordance with any written agreement between Borrower and Lender providing for such termination or until termination is required by Applicable Law. Nothing in this Section 10 affects Borrower's obligation to pay interest at the rate provided in the Note. Mortgage Insurance reimburses Lender(or any entity that purchases the Note)for certain losses it may incur if Borrower does not repay the Loan as agreed. Borrower is not a party to the Mortgage Insurance. Mortgage insurers evaluate their total risk on all such insurance in force from time to time,and may enter intoagreementswithotherpartiesthatshareormodifytheirrisk, or reduce losses. These agreements are on terms and conditions that are satisfactory to the mortgage insurer and the other party(or parties) to these agreements. These agreements may require the mortgage insurer to make payments using any source of funds that the mortgage insurer may have available(which may include funds obtained from Mortgage Insurance premiums). WASHINGTON--Single Family DocMagic a00-649-7362 Fannie Mae/Freddie Mac UNIFORM INSTRUMENT- MERS www.docmaglc.com Form 3048 1/01 Page 8 of 15 Wn3048.mzd.8.tan 20041103001306.009 t As a result of these agreements, Lender,any purchaser of the Note,another insurer,any reinsurer,any other entity,or any affiliate of any of the foregoing,may receive(directly or indirectly)amounts that derive from(or might be characterized as)a portion of Borrower's payments for Mortgage Insurance,in exchange for sharing or modifying the mortgage insurer's risk,or reducing losses. If such agreement provides that an affiliate of Lender takes a share of the insurer's risk in exchange fcr a share of the premiums paid to the insurer, the arrangement is often termed captive reinsurance." Further: a) Any such agreementwill not affect the amounts that Borrower has agreed to pay for Mortgage Insurance,or any other terms of the Loan. Such agreements will not increase the amount Borrower will owe for Mortgage Insurance,and the will not entitle Borrower to any refund. b) Any such agreements will not affect the rights Borrower has-if any-with respect to the Mortgage Insurance under the Homeowners Protection Act of 1998 or any other law. These rights may include the right to receive certain disclosures, to request and obtain cancellation of the Mortgage Insurance, to have the Mortgage Insurance terminated automatically,and/or to receive a refund of any Mortgage Insurance premiums that were unearned at the time of such cancellation or termination. 11. Assignment of Miscellaneous Proceeds; Forfeiture. All Miscellaneous Proceeds are hereby assigned to and shall be paid to Lender. If the Property is damaged, such Miscellaneous Proceeds shall be applied to restoration or repair of the Property,if the restoration or re ' is economically feasible and Lender's security is notlessened. During such repair and restoration period, Lender shall have the right to hold such Miscellaneous Proceeds until Lender has had an opportunity to inspect such Property to ensure the work has been completed to Lender's satisfaction,provided that such inspection shall be undertaken promptly. Lender may pay for the repairs and restoration in a single disbursement or in a series of progress payments has the work is completed. Unless an agreement is made in writing or Applicable Law requires interest to be paid on such Miscellaneous Proceeds,Lender shall not be required to pay Borrower any interest or earnings on such Miscellaneous Proceeds. if the restoration or repair is not economically feasible or Lender's security would be lessen ,the Miscellaneous Proceeds shall be applied to the sums secured by this Security Instrument,whether or not then du ,with the excess,if any,paid to Borrower. Such Miscellaneous Proceeds shall be applied in the order provided for in Section 2, In the event of a total taking destruction, or loss in value of the Property, the Miscellaneous Proceeds shall be applied to the sums secured by this Security Indn,ment,whether or not then due,with the excess,if any,paid to Borrower. In the event of a partial taking, destruction,or loss in value of the Property in which the fair market value of the Property immediately before the partial taking,destruction,or loss in value is equal to or greater than the amount of the sums secured by this Securitt Instrument immediately before the partial taking,destruction, or loss in value, unless Borrower and Lender otherwise agree in writing,the sums secured by this Security Instrument shall be reduced by the amount of the Miscellaneous Proceeds multiplied by the following fraction: (a) the total amount of the sums secured immediately before the partial taking,destruction,or loss in value divided by(b)the fair market value of the Property immediately before the partial taking,destruction,or loss in value. Any balance shall be paid to Borrower. In the event of a partial taking,destruction, or loss in value of the Property in which the fair market value of the Property immediately before the partial taking, destruction, or loss in value is less than the amount of the sums secured immediately before the partial taking,destruction, or loss in value,unless Borrower and Lender otherwise agree in writing,the Miscellaneous Proceeds shall be applied to the sums secured by this Security Instrument whether or not the sums are then due. If the Property is abandoned py Borrower, or if, after notice by Lender to Borrower that the Opposing Party as defined in the next sentence)offers to make an award to settle a claim for damages,Borrower fails to respond to Lender within 30 days after the date the notice is given,Lender is authorized to collect and apply the Miscellaneous Proceeds either to restoration or repair of the Property or to the sums secured by this Security Instrument, whether WASHINGTON--Single Family DocMagic 800-649-1362 Fannie Mae/Freddie Mac UNIFORM INS RUMENT-MERS www.docrnagic.comForm30481/01 Page 9 of 15 We3046.nud.9.ian 20041103001306.010 or not then due. "Opposing Party"means the third party that owes Borrower Miscellaneous Proceeds or the party against whom Borrower has a rig t of action in regard to Miscellaneous Proceeds. Borrower shall be in defaults if any action or proceeding,whether civil or criminal, is begun that, in Lender's judgment,could result in forfeiture of the Property or other material impairment of Lender's interest in the Property or rights under this Security Instrui lent. Borrower can cure such a default and,if acceleration has occurred,reinstate as provided in Section 19, by causing the action or proceeding to be dismissed with a ruling that, in Lender's judgment,precludes forfeiture of the Property or other material impairment of Lender's interest in the Property or rights under this Security Ins nt. The proceeds of any award or claim for damages that are attributable to the impairment of Lender's interest in the Property are hereby assigned and shall be-paid to Lender. All Miscellaneous Proceeds t are not applied to restoration or repair of the Property shall be applied in.the order provided for in Section 2. 12. Borrower Not Rel ed;Forbearance By Lender Not a Waiver. Extension of the time for payment or modification of amortization the sums secured by this Security Instrument granted by Lender to Borrower or any Successor in Interest of Bo wer shall not operate to release the liability of Borrower or any Successors in Interest of Borrower. Lender shall not be required to commence proceedings against any Successor in Interest of Borrower or to refuse to extend time for payment or otherwise modify amortization,of the sums secured by this Security Instrument by reason of any demand made by the original Borrower or any Successors in Interest of Borrower. Any forbearance by nder in exercising any right or remedy including, without limitation, Lender's acceptance of payments from third, rsons, entities or Successors in Interest of Borrower or in amounts less than the amount then due,shall not be a 'ver of or preclude the exercise of any right or remedy. 13. Joint and Several Lihbility;Co-signers; Successors and Assigns Bound. Borrower covenants and agrees that Borrower's obligations sand liability shall be joint and several. However,any Borrower who co-signs this Security Instrument but does not execute the Note(a"co-signer"):(a)is co-signing this Security Instrument only to mortgage, grant and convey the coL-signer's interest in the Property tinder the terms of this Security Instrument; (b) is not personally obligated to pay the sums secured by this Security Instrument; and(c)agrees that Lender and any other Borrower can agree to extend,modify, forbear or make any accommodations with regard to the terms of this Security Instrument or the Note without the co-signer's consent. Subject to the provisions o Section 18, any Successor in Interest ofBorrower who assumes Borrower's obligations under this Security Ins nt in writing,and is approved by Lender,shall obtain all of Borrower's rights and benefits under this Security Ins ment. Borrower shall not be released from Borrower's obligations and liability ne under this Security Instrument unles Lender agrees to such release in writing. The covenants and agreements of this Security Instrument shall bind(except as provided in Section 20)and benefit the successors and assigns of Lender. 14. Loan Charges. Lender may charge Borrower fees for services performed in connection with Borrower's default, for the purpose of protecting Lender's interest in the Property and rights under this Security Instrument, including,but not limited to,attoreys' fees,property inspection and valuation fees. In regard to any other fees,the absence of express authority in this Security Instrument to charge a specific fee to Borrower shall not be construed as a prohibition on the charging of such fee. Lender may not charge fees that are expressly prohibited by this Security Instrument or by Applicable Law. If the Loan is subject to a law which sets maximum loan charges,and that law is finally interpreted so that the interest or other loan charges collected or to be collected in connection with the Loan exceed the permitted limits, then:(a)any such loan charge shal be reduced by the amount necessary to reduce the charge to the permitted limit; and(b) any sums already collected from Borrower which exceeded permitted limits will be refunded to Borrower. Lender may choose to make this refund by reducing the principal owed under the Note or by making a direct payment to Borrower. If a refund reduces' principal, the reduction will be treated as a partial prepayment without any prepayment charge(whether or not a prepayment charge is provided for under the Note). Borrower's acceptance of any such refund made by direct payment to Borrower will constitute a waiver of any right of action Borrower might have arising out of such overcharge. WASHINGTON--Single Family DocMagic e00-e49-1362 Fannie Mae/Freddie Mac UNIFORM INSTRUMENT-MERS www.deomagic.com Form 3048 1/01 Page 10 of 15 W.3048.mul.1.0.tcm 20041103001306.011 15. Notices. All notices iven by Borrower or Lender in connection with this Security Instrument must be in writing. Any notice to Borrower in connection with this Security Instrument shall be deemed to have been given to Borrower when mailed by first class mail or when actually delivered to Borrower's notice address if sent by other means. Notice to any one Borrower shall constitute notice to all Borrowers unless Applicable Law expressly requires • otherwise. The notice address 1 I be the Property Address unless Borrower has designated a substitute notice address by notice to Lender. Bo wer shall promptly notify Lender of Borrower's change ofaddress. If Lender specifies a procedure for reporting 1 orrower's change of address,then Borrower shall only report a change of address through that specified procedure. There may be only one designated notice address under this Security Instrument at any one time. Any notice to er shall be given by delivering it or by mailing it by first class mail to Lender's address stated herein unless Lende has designated another address by notice to Borrower. Any notice in connection with this Security Instrument shall not be deemed to have been given to Lender until actually received by Lender. If any notice required by this Scurity Instrument is also required under Applicable Law, the Applicable Law requirement will satisfy the corresponding requirement under this Security Instrument. 16. Governing Law;Severability;Rules of Construction. This Security Instrument shall be governed by federal law and the law of the jurisdiction in which the Property is located. All rights and obligations contained in this Security Instrument are subjeet to any requirements and limitations of Applicable Law. Applicable Law might explicitly or implicitly allow the parties to agree by contract or it might be silent, but such silence shall not be construed as a prohibition against(agreement by contract. In the event that any provision or clause of this Security Instrument or the Note conflicts th Applicable Law,such conflict shall not affect other provisions of this Security Instrument or the Note which can e given effect without the conflicting provision. As used in this Security Ins ent: (a)words of the masculine gender shall mean and include corresponding neuter words or words of the femi le gender;(b)words in the singular shall mean and include the plural and vice versa;and(c)the word"may"gives sole discretion without any obligation to take any action. 17. Borrower's Copy. Borrower shall be given one copy of the Note and of this Security Instrument. 18. Transfer of the Property or a Beneficial Interest in Borrower. As used in this Section 18, "Interest in the Property"means any legal or beneficial interest in the Property,including,but not limited to,those beneficial interests transferred in a bond for eed,contract for deed,installment sales contract or escrow agreement, the intent of which is the transfer of title by Borrower at a future date to a purchaser. If all or any part of the Property or any Interest in the Property is sold or transferred(or if Borrower is not a natural person and a beneficial infest in Borrower is sold or transferred)without Lender's prior written consent, Lender may require immediate payment in full of all sums secured by this Security Instrument. However,this option shall not be exercised by Lender if such exercise is prohibited by Applicable Law. If Lender exercises this op on, Lender shall give Borrower notice of acceleration. The notice shall provide a period of not less than 30 days from the date the notice is given in accordance with Section 15 within which Borrower must pay all sums sec d by this Security Instrument. If Borrower fails to pay these sums prior to the expiration of this period, Lender y invoke any remedies permitted by this Security Instrument without further notice or demand on Borrower. 19. Borrower's Right to Reinstate After Acceleration. If Borrower meets certain conditions,Borrower shall have the right to have enforcement of this Security Instrument discontinued at any time prior to the earliest of: a)five days before sale of the Property pursuant to any power of sale contained in this Security Instrument; (b)such other period as Applicable Law might specify for the termination of Borrower's right to reinstate; or(c) entry of a judgment enforcing this Security Instrument. Those conditions are that Borrower: (a)pays Lender all sums which then would be due under this Security Instrument and the Note as if no acceleration had occurred;(b)cures any default of any other covenants or agreements;(c)pays all expenses incurred in enforcing this Security Instrument,including, but not limited to, reasonable attoneys' fees,property inspection and valuation fees,and other fees incurred for the purpose of protecting Lender's interest in the Property and rights under this Security Instrument;and(d)takes such action as Lender may reasonably require to assure that Lender's interest in the Property and rights under this Security WASHINGTON-Single Family DocMag/a 800.649.1362 Fannie Mae/Freddie Mac UNIFORM INSTRUMENT-MERS www.docmagic.com Form 3048 1/01 Page 11 of 15 Wa1043.mza11.tem 20041103001306.012 Instrument,and Borrower's obligation to pay the sums secured by this Security Instrument,shall continue unchanged. Lender may require that Borrower pay such reinstatement sums and expenses hi one or more of the following forms, as selectedby Lender:(a)cash;(b)money order;(c)certified check,bank check,treasurer's check or cashier's check, provided any such check is drawn pon an institution whose deposits are insured by a federal agency,instrumentality or entity;or(d)Electronic Funds fer. Upon reinstatementby Borrower,this Security Instrument and obligations secured hereby shall remain fully ffective as if no acceleration had occurred. However,this right to reinstate shall not apply in the case of acceleratidn under Section 18. 20. SaIe of Note;Change of Loan Servicer;Notice of Grievance. The Note or a partial interest in the Note together with this Security Instrument)can be sold one or more times without prior notice to Borrower. A sale might result in a change in the entity(known as the "Loan Servicer") that collects Periodic Payments due under the Note and this Security Instrument and performs other mortgage loan servicing obligations under the Note,this Security Instrument,and Applicable Law. There also might be one or more changes of the Loan Servicer unrelated to a sale of the Note. If there is a change of the Loan Servicer,Borrower will be given written notice of the change which will state the name and address of the w Loan Servicer, the address to which payments should be made and any other information RESPA requires in co ection with a notice of transfer of servicing. If the Note is sold and thereafter the Loan is serviced by a Loan Sel other than the purchaser of the Note,the mortgage loan servicing obligations to Borrower will remain with the ..oan Servicer or be transferred to a successor Loan Servicer and are not assumed by the Note purchaser unless otherwise provided by the Note purchaser. Neither Borrower nor Lender may commence,join,or be joined to any judicial action(as either an individual litigant or the member of a class)that arises from the other party's actions pursuant to this Security Instrument or that alleges that the other party has br6ched any provision of, or any duty owed by reason of, this Security Instrument, until such Borrower or Lender has 4otified the other party(with such notice given in compliance with the requirements of Section 15)of such alleged brea h and afforded the other party hereto a reasonable period after the giving of such notice to take corrective action. I Applicable Law provides a time period which must elapse before certain action can be taken, that time period wi be deemed to be reasonable for purposes of this paragraph. The notice of acceleration and opportunity to cure given to Borrower pursuant to Section 22 and the notice of acceleration given to Borrower pursuant to Section 18 shall be deemed to satisfy the notice and opportunity to take corrective action provisions of this Section 20. 21. Hazardous Substances. As used in this Section 21: (a) "Hazardous Substances"are those substances defined as toxic or hazardous substances,pollutants,or wastes by Environmental Law and the following substances: gasoline,kerosene,other flammable or toxic petroleum products,toxic pesticides and herbicides, volatile solvents, materials containing asbestos or formaldehyde,and radioactive materials; (b) "Environmental Law" means federal laws and laws of the jurisdiction whi±re the Property is located that relate to health,safety or environmental protection; c) "Environmental Cleanup" includes any response action, remedial action, or removal action, as defined in Environmental Law; and (d) an "Environmental Condition" means a condition that can cause, contribute to, or otherwise trigger an Environmental Cleanup. Borrower shall not cause or permit the presence,use,disposal,storage,or release of any Hazardous Substances, or threaten to release any Hazardous Substances,on or in the Property. Borrower shall not do,nor allow anyone else to do, anything affecting the Property (a) that is in violation of any Environmental Law, (b) which creates an Environmental Condition, or(c) Which, due to the presence, use, or release of a Hazardous Substance, creates a condition that adversely affects the value of the Property. The preceding two sentences shall not apply to the presence,use,or storage on the Prrperty of small quantities of Hazardous Substances that are generally recognized to be appropriate to normal residential uses and to maintenance of the Property (including, but not limited to, hazardous substances in consumer products). Borrower shall promptly give Lender written notice of(a)any investigation,claim,demand,lawsuit or other action by any governmental or regulatory agency or private party involving the Property and any Hazardous Substance or Environmental Law of which Borrower has actual knowledge,(b)any Environmental Condition,including but not WASHINGTON--Single Family DocMagicenv s 800-s49-1362FannieMae/Freddie Mac UNIFORM INSTRUMENT-MERS www.docmagic.coln Form 3048 1/01 Page 12 of 15 Wa3048.,wd.l2.lnn 20041103001306.013 it limited to, any spilling, leaking, discharge, release or threat of release of any Hazardous Substance, and(c) any condition caused by the presence,Use or release of a Hazardous Substance which adversely affects the value of the Property. If Borrower learns,or i6 notified by any governmental or regulatory authority, or any private party,that any removal or other remediation of any Hazardous Substance affecting the Property is necessary,Borrower shall promptly take all necessary remedial actions in accordance with Environmental Law. Nothing herein shall create any obligation on Lender for an Envir nmental Cleanup. NON-UNIFORM COVE ANTS. Borrower and Lender further covenant and agree as follows: 22. Acceleration; Reme es. Lender shall give notice to Borrower prior to acceleration following Borrower's breach of any covenantor agreement in this Security Instrument(but not prior to acceleration under Section 18 unless Applicable Lan;provides otherwise). The notice shall specify: (a)the default; (b)the action required to cure the default;(c)a date,not less than 30 days from the date the notice is given to Borrower,by which the default must be cured;and(d) that failure to cure the default on or before the date specified in the notice may result in acceleration of the sums secured by this Security Instrument and sale ofthe Property at public auction at a date not less than 120 days in the future. The notice shall further inform Borrower of the right to reinstate after acceleration,the right to bring a court action to assert the non-existence of a default or any other defense of Borrower t acceleration and sale,and any other matters required to be included in the notice by Applicable Law. If th default is not cured on or before the date specified in the notice,Lender at its option, may require immedia payment in full of all sums secured by this Security Instrument without further demand and may invoke the power of sale and/or any other remedies permitted by Applicable Law. Lender shall be entitled to collect all expenses incurred in pursuing the remedies provided in this Section 22, induding,but not limited to,reasonable attorneys'fees and costs of title evidence. If Lender invokes the powe of sale,Lender shall give written notice to Trustee of the occurrence of an event of default and of Lender's a ection to cause the Property to be sold. Trustee and Lender shall take such action regarding notice of sale and shall give such notices to Borrower and to other persons as Applicable Law may require. After the time required by Applicable Law and after publication of the notice of sale, Trustee, without demand on Borrower, shall sell the Property at public auction to the highest bidder at the time and place and under the terms desigi ated in the notice of sale in one or more parcels and in any order Trustee determines. Trustee may postpoike sale of the Property for a period or periods permitted by Applicable Law by public announcement at the time and place fixed in the notice of sale. Lender or its designee may purchase the Property at any sale. Trustee shall deliver to the purchaser Trustee's deed conveying the Property without any covenant or warranty,expressed or implied. The recitals in the Trustee's deed shall be prima fade evidence of the truth of the statements made therein. Trustee shall apply the proceeds of the sale in the following order: (a)to all expenses of the sale, including, lint not Iimited to, reasonable Trustee's and attorneys' fees; (b) to all sums secured by this Security Instrument;and(c)any excess to the person or persons legally entitled to it or to the clerk of the superior court of the County in which the sale took place. 23. Reconveyance. Upon payment of all sums secured by this Security Instrument, Lender shall request Trustee to reconvey the Property a d shall surrender this Security Instrument and all notes evidencing debt secured by this Security Instrument to Trustee. Trustee shall reconvey the Property without warranty to the person or persons legally entitled to it. Such person or persons shall pay any recordation costs and the Trustee's fee for preparing the reconveyance. 24. Substitute Trustee. lin accordance with Applicable Law, Lender may from time to time appoint a successor trustee to any Trustee app rated hereunder who has ceased to act. Without conveyance of the Property,the successor trustee shall succeed to all title,power and duties conferred upon Trustee herein and by Applicable Law. 25. Use of Property. The roperty is not used principally for agricultural purposes. WASHINGTON--Single Family DocMayIc 800649-1362FannieMae/Freddie Mac UNIFORM INSTRUMENT-MERS www.docmagic.comForm30481/01 Page 13 of 15 Wa304S.mzd.13.teri 20041103001306.014 t r 26. Attorneys'Fees. Lender shall be entitled to recover its reasonable attorneys'fees and costs in any action or proceeding to construe or enforc any term of this Security Instrument. The term"attorneys'fees,"whenever used in this Security Instrument, shall include without limitation attorneys' fees incurred by Lender in any bankruptcy proceeding or on appeal. ORAL AGREEMENTS Ot ORAL COMMITMENTS TO LOAN MONEY,EXTEND CREDIT, OR TO FORBEAR FROM ENFORCING REPAYMENT OF ADEBT ARE NOT ENFORCEABLE UNDER WASHINGTON LAW. BY SIGNING BELOW, Bo ower accepts and agrees to the terms and covenants contained in this Security Instrument and in any Rider execu by Borrower and recorded with it. Seal)M Seal) WILLIAM F. BAGL , . R. -Borrower ROSE M. BAGLEY, Borrower Seal) Seal) Borrower Borrower Seal) Seal) Borrower Borrower Witness Witness WASHINGTON--Single Family DocMaglc 800-649-r3c2 Fannie Mae/Freddie Mac UNIFORM INSTRUMENT-MERS www.docmagic.00m Form 3048 1/01 Page 14 of 15 Wa3048.mz414.1em 20041103001306.015 State of Washington County of KING On this day personally app red before me WILL IAM F. BAGLEY, Sly. , ROSE M. BAGLEY to me known to be the individual or individu ladescribedinandwhoexecutedthewithinandforegoinginstrument,and acknowledged that he/she/tomsignedthesameashis/her/their free and voluntary act and deed,for the uses and purposes therein mentioned Given under my hand and official seal this day of t Nota Pu in and. for e s of Washington y residing a S4.1111MW My commission expires: ,O •Q J - 2-Qo5" WASHINGTON--Single Family Doc/Nagfc 800-649-1362FannieMae/Freddie Mac UNIFORM INSTRUMENT-MERS www.docmagic.comForm30481/01 Page 15 of 15 Wu3646.nve.l5.tan 20041103001306.016 a' EXHIBIT "A" THAT PORTION OF THE SOUTHEAST IA OF THE NORTHWEST 1/4 OF SECTION 33, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M., DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEAST CORNER OF SAID SUBDIVISION; THENCE NORTH 1°03'14"EAST, ALONG THE EASTERLY LINE THEREOF, 490 FEET; THENCE NORTH 88°50'OO'i WEST 515.60 FEET TO THE EASTERLY MARGIN OF THE SEATTLE COVINGTON TRANSMISSION LINE RIGHT OF WAY; THENCE SOUTH 15°22'40' EAST, ALONG SAID EASTERLY MARGIN, 509.89 FEET, MORE OR LESS,TO THE SOUTHERLY LINE OF SAID SUBDIVISION; THENCE EASTERLY ALONG SAID SOUTHERLY LINE,TO THE POINT OF BEGINNING; EXCEPT THE SOUTH 30 FEET THEREOF FOR ROAD; SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. REV 84 0001 a inst (3-18-99) D 1-28-02) 4 1' TYPES 3 nd 4 FILE CONTENTS /LOG SHEET Format Pla>,Rezone, Special Use, Shoreline Redesignation) FILE NUMBER: LO5'PO.Ol" ' 1 HEARING DATE(S): PLAT/PROJECT NAME:T `D R= t .GHTcS CONTINUANCE HEARING DATE(S) PLANNER: Trishah Bull PROPOSED ORDINANCE NO.: ENGINEER: Bruce Whittaker RELATED APPLICATION&FILE NO. APPLICCATION FILED(date): 08/23/05 EXAMINER DECISION/REC: COMPLETE APPLICATION(date): R/aO /O5 APPEAL FILED: 0 NO 0 YES date: A. COUNCIL ACTION:ORDINANCE NO.: EFFECTIVE DATE: HEARING DATE(S) 1. 0 NOTICE OF APPEAL 2. APPEAL ARGUMENTS B. HEARING EXAMINER'S ACTIONS 1. 0 PREHEARING CONF.NOTICE date(s): 2. 0 HEARING NOTICE date(s): 3 PREHEARING ORDER date(s): 4 0 CONTINUATION date(s): 5. 0 REPORT date(s): 6 0 RECONSIDERATION date(s): 7. 0 APPEAL SUMMARY date(s): C. DDES STAFF ACTIONS 1. 0 CONTINUATION NOTICE date mailed: 2. 0 REPORT date mailed: 3. 0 ADDENDUM REPORT date mailed: 4. 0 TRANSMITTAL TO EXAMINER(POR's/DOCS/STUDIES) date sent: 5. 0 PROPOSED ORDINANCE NUMBER EMAIL TO THE KC CLERKS OFFICE date.sent: D. SEPA REQUIREMENTS 1. THRESHOLD DETERMINATION: DATE ISSUED: 2. DATE 500'RADIUS/AGENCIES/PORS/STAFF SENT: 3. APPEAL FILED: 0 YES 0 NO a. APPELLANTS: _ date received: date received: date received: b. APPEAL ARGUMENTS: date received: date received:.. date received: i L05P0018 AO PUBLIC NOTICE REQUIREMENT 1. NOTICE OF APPLICATION a) AFFIDAVIT OF POSTING OSTING PACKAGE SENT 91:2/o///l REC'D b) LEGAL AD SEATTLE TIMES date(s)sent: 9426, AS—date published: LOCALS date(s)sent: 9,p /Qrdateyublis ed: 9 027 / c) 500'RADIUS/AGENCIES/POR's/STAFF date(s)sent: , zo./ 2. NOTICE OF RECOMMENDATION/PUBLIC HEARING a) LEGAL AD SEATTLE TIMES date(s)sent:date published: LOCALS date(s)sent:date published: b) 500'RADIUS/AGENCIES/POR's/STAFF date sent: APPLICATION Date received: August 23,2005 1. 1-FAKE CHECKLIST 2.APPLICATION FEE 3. !2 APPLICANT DESIGNATION ORM 4. C32--EGAL DESCRIPTION 5. 9•'"-A7S SOR'S MAPS:jt//4/ 3 3— TJ4f - 33 o?3-s 5 33 —a.—S 33 023—S 6. 9BRTIFICATE OF WATER A AILABILITY 7. L' CERTIFICATE OF SEWER A AILABILITY 8. PRELIMINARY HEALTH AP°ROVAL 9. RTIFICATE OF FUTURE •ONNECTION 10. F , DISTRICT RECEIPT 11. SITE PLAN/PLAT MAP 12. 21(LEGAL LOT PROOF 13. AFFIDAVIT CONCERNING el' TICAL AREAS COMPLIANCE 14. 2 E/NVIRONMENTAL CHECKLJ ST 15. El/j,RANSPORTATION CONC " ' NCY 16. 04 LEVEL ONE DRAINAGE AN LYSIS 17. pc-A1/HER 7/ `'' rS 18. 0 WAIVER(S) t ADDITIONAL PLANS/MAPS DATES RECEIVED: 1. CONCEPTUAL DRAINAGE PL 2. ' WETLAND MITIGATION PLAN V REVISION NO..1 0 0 CO 4. REVISION NO.2 5. REVISION NO.3 6. REVISION NO.4 OTHER MAPS a) &O ecitio Z/A9A S'W b) c) d) e) fl Vti,: ..a t L05P0018 6:2PECIAL STUDIES DATES RECEIVED WETLAND/STREAM REPORT g/234 2. GEOTECHNICAL REPORT 3. TRAFFIC STUDY 4. WILDLIFE STUDY X!OTH ' .eb t e .f » i - A t . 1P! L 4, . . i (4) op 0& f) ' 'Vic) itIR3t . 30 ( co GENERAL CORRESPONDENCE 9 LZ AO L lAZI llAJ 1. 1.0/42 S16.3- <.9 po I-- - 4 cgs AA/MA/ S./d. 3. /a /1 a ,' Fg.A/G- 2 I,, 4. /d/ (.36 a c on P u curly) 5. )0 ao 0.5 Pe. PiLt 3 o kJo I 6.6 ?I OZ V. °e\J . N• a.1 d5 1 7. J i S cAc@ mQfr irn Sl k 1 o l 05 rci 11i 105 8. 1 d ao- 05 I --,12e 0') 0 1 icy.1 9. a z cs7 WQX\' l`1 V ma e 10. .E 11a 61 >ci-. Ire., wm -c `Tl3U 1 -& 11. F. coffin rr'•`` & pp 7 1 12. (a)3a W Re-Sob a14 Qakir W g4.1/. &k) .CN m L , y T 13.f-TSZU.A 14. 15. 16. 17. 18. 19. 20. 21. 22. 23. 24. 25. 26. 27. 28. 29. 30. 31. 32. 33. 34. 35. RECEIVED JUL 2.8 2006 KING COUNTY LAND USE SERVICES11:0 j uroptole) July 26,2006 Trishah Bull Project Manager II Department of Development and Environmental Services 900 Oaksdale Avenue Southwest Renton,WA 98055-1219 Dear Ms. Bull: I am writing to request that I be made a Party of Record on King Coun File Num o er 05P0018, known as Alder Heights. Thank you. Sincerely, OF LOZIER HOMES CORPORATION 2GL Jennifer McCall Land Acquisitions Assistant cc: file PARTY OF RECORD . LOZIER HOMES CORPORATION MAIN FILE COPY 1203 114TH AVENUE SOUTHEAST BELLEVUE,W• 98004 425.454.8690 LOZIEHC315MM FAX 425.646.:695 IIIPFr...."lu.--11111.11.1111"-- 1203 114TH AVENUE SOUTHEAST tr6,N,Mciii F. J; Al.: ' aj PITNE fl2 1P BELLEVUE,WASHINGTON 98004 Q ' //-1 0002342227 JUL27 2006 v LitLOZIEHC315MM00 MAILED FROMZIPGODE96004 61 6'Q Trishah Bull Project Manager II Department of Development and Environmental Services 900 Oaksdale Avenue Southwest 0 Renton, WA 98055-1219 Cri=' "C•• w., :.ii:113i!}i11i1fl1i1hi!!li1110}!l11iS 4911i 3I3 i1 i:il!}Ifllf 11 Please send me notification of the public hearing and other official notices concerning this application. File No. L05P0018-Alder Heights Please print) Name: i:Rt-i-N/<' L 4 TT/f-it/z./ Address: l ? /I 1 act S. . Telephone No.: La?S- a a6.—74 King County has received an application to develop property at the address listed above.You are receiving this notice because our records indicate that you own property within approximately 500 feet of the proposal PARTY OF RECOR' m 44 Far 4ss)a1-svz 2053NOM HOMES,idC PRELIMINARY PLAT 4 5)751-87R FAX ' "'* `Fj"' 2053 FABER DRIVE FOR 4" c..r' We N +r,in`F '1.EiC6i ISLAND,WA 98040 ALDER HEIGHTS12w < 425)275-1901 • Mr.Frank Lattanzi° S' re Irce711,5 A '18211 124th Ave. SE PM ° r,S,f"'" , S=ra,...'''''='='''', ,.. 7-,.. g,'::., 1; Renton,WA-98058 m........-acen. —4 ',.."-• ' i7OCT 2005 c c--- (..., 1 c...-__, CD C-s. C5:filial-- 71-"/iaj2-4")°2-491/414-(244--- 1_,, , 1 ' • c. a.X...4/7(..oe - - - >99 4---0,1•--Vel.C.-i9-7( ,., c.,,, 9‘9%0 46--etedlje_ 3,d ),T 7X4 S-5—- /.,? / 9 1111111 nil ill1 iiiiiii •l riease sena me notitication of the public hearing and other official notices concerning this application. File No. L05P0018-Alder Heights Please print) Name: V'1 Mo 'l ar'r+!e, Address: 42 o 3 7 , i / lPn o, f/- c1,ds/ Telephone No.: Y.-.2.s"s'- Oj o King County has received an application to develop property at the address listed above.You are receiving this notice because our records indicate that you own property within approximately 500 feet of the proposal RPFCRAF W OtiIy10a(.V.••Maas. rr• eH4 18215 728 ACME SOUTH Far, 7a 699• 47-I(Q2M525N-98°32 NORS HOLES, C. PF WY PLAT 425)251-8782 FAX H FOR ISLAND WA 98040 ALDER HEIGHTS2 ` ke snow EIMIDO xcv.WM. Dr la161. 425)775-1901 I, c-,.` iti. Aryl ,p co. c, e•. 4' ---- .,,•,. 4_11. a f16 a 7-,(----) 1-• s. , : q 0 0 (0,,k /,, rk C.) 1,j_14-9-sd70-3-:-J- - 1*.S.S.S•---‘ .-7•1:::: lin?.iiiiiIiitiniiilli iiIiliniStiliffilinirAliti i.--, f A iL( HA CIVIL ENGINEERING,LAND PLANNING,SURVEYING,ENVIRONMENTAL SERVICES 10 o October 5, 2005 s may,G< r'' G ENG\Nlfr RECEIVED OCT 0 6 2005 Trishah Bull KING COUNTY King County Department of Development LAND USE SERVICES and Environmental Services 900 Oakesdale Avenue Renton,WA 98055 RE: Public Notice Sign Posting Alder Heights Preliminary Plat KCDDES File No. L05P0018 Our Job No. 11699 Dear Trishah: The site referenced above has been posted for Notice of Application. We have placed one King County public notice sign along the site's frontage on S.E. 184th Street and one King County public notice sign along the sites frontage on 124th Avenue S.E. 94th in the approximate locations shown on the enclosed assessor's map. The signed Affidavit of Posting is also enclosed. This completes the applicant's public notice responsibility. If you have any questions regarding the enclosed,please contact me immediately. Respectfully, c--W.J.4-- I • 44/1—____ Brendan T.Madden Assistant Planner BTM/pj 11699c.010.doc enc: As Noted cc: John Norris,Norris Homes,Inc. (w/enc) Ivana Halvorsen,Barghausen Consulting Engineers,Inc. MAIN FILE COPY 18215 72ND AVENUE SOUTH KENT,WA 98032 (425)251-6222 (425)251-8782 FAX BRANCH OFFICES OLYMPIA,WA • TEMECULA,CA • WALNUT CREEK,CA www.barghausen.com 0 AFFIDAVIT King County Department of Development and F Environmental Services POSTING. Land Use Services Division 900 Oakesdale Ave SW Renton, WA 98055-1219 L05P0018 —Alder Heights Subdivision DDES Project Number I, C.r rCuRRt - hereby affirm that I have posted the following: print name F-:.:,• X Notice of Permit Application Other on the a - day of el 2t(jZ G jZ 2005, in accordance with the Department of Developmen and Environmental Services' requirements. I further affirm ' that the notice will remain i place and visible during the full required notice period. Notice was provided at the following location(s): I$ y-TH STizz i 2 Jai- 1-1-1 A ,iE E` 3) I hereby affirm that the above is a true and correct statement. MAIN FILE COPY This affidavit must be completed and returned to the Land Use Services Division within 7 days of posting. Improper posting or failure to return the affidavit within 7 days shall be cause for the final decision regarding your permit to be postponed. I CPSFORMS/AFFIDAVIT OF POSTING.DOC 7/27/99 LEGLEO-D•r _ I APR RECORD UMW. cat,am, .... Lava / -.<.. KING,WA N 9inue PUW10 Rye,Numb, c.„.. .. aao 6 aeWaY 999999-9999 23-05-33NWawmw,6e.mw. Wq•.e9.Y.il', _ RNVRnnev as, Map ID: n re. 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".m I mn ^ n n mn nIl //'SE mills,' i 9113780 903 blmea 00 5 0020. 0021 00/ siB]BO 61w6a0xw I ,I // 619780 0201 } ^2 45 0040 2305 i/' a145 " i B1898 gd 332305 9075 I 0073 / 2236 k1 / mm 903 S eo 1 1 / I i FOS-rED 012H16210875 GH4 , L $00.370 4I/gC.,'t 44\ltVi ' 0-* Q, V / y 10/05/2005 l ? t Z MailedFrom 98032 US=.POSTAGE 00% /' Vii N / r, NG ENGIN4- Trishah Bull King County DDES 900 Oakesdale Avenue Renton,WA 98055 U^0 18215 72ND AVENUE SOUTH KENT,WA 98032 SeaU S.S4I.2.13-3'S .r 042 llilithtlsiisssti,isililisssiisillissillisii:hisililsisslill 0 8 King County a • Proceduresa.Department of Development and Notice Board & .Cp osting ProceduresEnvironmentalServices Land Use Services Division Instruction Package 900 Oakesdale Ave SW Renton, WA 98055-1219 Notice of Application September 26, 2005 L05P0018 In accordance with King County Code Section 20.20.060, enclosed you will find instructions; specifications, and materials in order to meet the notice of application posting requirements of the County. Please read these instructions carefully and take action quickly to order your notice board sign. Your notice board sign can be ordered through a sign painter, using the information supplied on page 2 of the enclosed "Notice Board Requirements." The cost of the sign is the responsibility of the applicant. Further processing of your application is dependent upon fulfilling the notice of application posting requirement. When your sign is in place, attach the colored laminated notice of application along with the plastic envelope (containing extra copies of the notice of application) to the notice board as depicted on page 1 of the instructions. Maintain a supply of notices within the plastic envelope throughout the comment period. The posting sign/notice board must remain in place throughout the duration ofyour application. Immediately upon completion of the above instructions, complete the enclosed affidavit of posting and return to the Department of Development and Environmental Services, Land Use Division, Current Planning Section, at the address shown above (envelope enclosed). Failure to comply with posting requirements may be cause for a delay in the processing of your application. If you have any questions, please call the Land Use Services Division at (206) 296-6600. Enclosures: Notice Board Requirements-Application Laminated Notice of Application Waterproof Vinyl Envelope containing copies of the Notice of Application Affidavit of Notice of Application Posting form/LUSD return envelope 1 Notice Board&Posting Procedures Instruction Pkg.-NOA 8/8/01 R 0 AFFIDAVIT' w°F King County Department of Development and , Environmental Services POSTING Land Use Services Division 900 Oakesdale Ave SW Renton,WA 98055-1219 L05P0018 —Alder Heights Subdivision DDES Project Number I, hereby affirm that I have posted the following: print name) X Notice of Permit Application Other on the day of 2005, in accordance with the Department of Development and Environmental Services' requirements. I further affirm that the notice will remain in place and visible during the full required notice period. Notice was provided at the following location(s): 1) 2) 3) I hereby affirm that the above is a true and correct statement: Signature This affidavit must be completed and returned to the Land Use Services Division within 7 days of posting. Imprope i posting or failure to return the affidavit within 7 days shall be cause for the final decision regarding your permit to be postponed. CPSFORMS/AFFIDAVIT OF POSTING.DOC 7/27/99 0 NOTICE BOARD REQUIREMENTS- NOTICE OF APPLICATION King County Dept.of Development and Environmental Services Land Use Services Division 900 Oakesdale Avenue Southwest Renton,Washington 98055-1212 Per King County Code Section 20.20.060, a notice board must be prepared and posted for your land use application. 'Please prepare and Dost in the following manner: Notice Board Size and Text Specifications The notice board shall be constructed to the specifications described below. The notice board shall display the information shown in the figure. Board Construction: The notice board shall be constructed with 4'x 4' plywood. Professionally prepared plastic notice board overlays, permanently affixed to the board are permissible. Notice boards may be reused but they must be clean and show no evidence of former wording. 1. Lettering style: Helvetica or similar standard typeface 2. Lettering size: Title should be 3"capital letters (NOTICE OF PROPOSED LAND USE ACTION). Other letters should be 2" letters except on the 81/"x 14" laminated paper providing the details of the proposal. See illustration below for use of capital and _ lower case letters, and placement of laminated paper and vinyl jacket. 3. Lettering: Black (permanent ink or silk-screen) 4. Background Color: White 5. Logo: King County emblem, in black - 6. Laminated Notice of Application on a legal size sheet which provides information regarding the proposed land Use application. TO BE SUPPLIED BY Land Use Services Division (LUSD) see enclosed). 7. Legal size waterproof vinyl,jackets With a fold flap, and wrap string. TO BE SUPPLIED BY LUSD (see enclosed). The applicant must make copies of the Notice, place them in the vinyl jacket, and maintain a suppl of copies throughout the posting period. NOTICE OF PROPOSED • • LAND USE ACTION King County Department of Development and Environmental Services Land Use Services Division 900 Oakesdale Avenue Southwest Renton,Washington 98055-1219 Call (206)296-6600 Type of Action: 4 FT Proposal,: File No.: NOTICE COPIES OF OF NOTICE OF APPLICATION APPLICATION 8.5"X 14"IN LAMINATED VINYL JACKET 4 FT EXAMPLE I Notice Board Requirements-NOA 8/8/01 Pg 1 Standards;.for Locating and Installing Notice.Board,'7. The notice board shall be located and installed to the specifications described below. Number of Notice Boards required for this application: TWO ( 2 ) Special Instructions: Notice board shall be located: One board on SE 184th Street and one on 124th Ave SE Midpoint on the site street frontage or as otherwise directed by LUSD staff to maximize visibility. At a location 5 feet inside from the street property line; a notice board structurally attached to an existing building shall be exempt from the setback provisions, provided that no notice board is located not more than 5 feet from the property line without approval from LUSD staff. So that the top of the notice board is between 7 to 9 feet above grade. So that it is easily accessible and totally visible to pedestrians. The applicant shall erect the notice board by solidly setting the post 12 to 18 inches into the ground; or structurally attached it to an existing building. Two 4" x 4" 8-foot-long (minimum) posts and four washers, bolts and nuts (3/8-inch diameter and bolts are 5-inches long) shall be used to install the notice board. Installation Certification. ? The notice board(s) must'beinstalled-within 14 days after,Land Use Division;has determined.that the application is complete. The'enclosed "Affidavit of Posting" must be signed, and.returned to the Land Use Services Division within 7 days following the date'of posting. Maintenance and Removal ofithe Notice.Board The applicant shall maintain the notice board in good condition throughout the application review period, which shall extend through the time of the final county decision on the proposal and the expiration of any applicable appeal periods. If the notice board is removed, LUSD review of the land use application may be discontinued until the notice board is replaced and has remained in place for the required period of time. TO BE FILLED OUT BY LUSD STAFF NOTICE BOARD TEXT INFORMATION (To Be Given to the Sign Painter) Type of Action: Formal Subdivision Proposal: Subdivide approx. 4.99 acres into 24 single family detached residences in the R-6-SO zone. File No.:L05P0018 Alder Heights Subdivision NOTE: If you require this material in braille, audio cassette, or large print, please call 206-296-6600 (voice) or for hearing impaired 206-296-7217. Notice Board Requirements-NOA 8/8/01 Pg 2 J L05P0018—Alder Heights Number of sign boards required: 2 Location of sign boards: 1 Board on SE 184th Street 1 Board on 124th Avenue SE Formal Plats A. Cities within 1 mile to be notified: Renton, Kent B. Airports within 2 miles to be notified: None Mail Notice to: 1) Affected Tribes * 2) Applicant 3) Community Groups * 4) DOT, if adjoins State highway Always included as a notice recipient (off of the STR list). Planners Posting Board Instrx.doc STATE OF WASHINGTON,COUNTY OF KING } AFFIDAVIT OF PUBLICATION PUBLIC NOTICE Tom Meagher,being first duly sworn on oath that he is the Legal Advertising Representative of the King County Journal a daily newspaper, which newspaper is a legal newspaper of general circulation and is now and has been for more than six months prior to the date of-publication hereinafter referred to,_published_in the English language KING COUNTY DEPT.OF continuouslyas a dailynewspaper in County, Washington. TheKin --------- - - — - DEVELOPMENT King Y g g ENVIRONMENTAL-- County Journal has been approved as a Legal Newspaper by order of the SERVICES 900 Oakesdale Ave SW,Superior Court of the State of Washington for King County. Renton,WA 98055-1219 Z The notice in the exact form annexed was published in regular issues of the NOTICE OF PERMIT King County Journal (and not in supplement form) which was regularly APPLICATION Fdistributed to its subscribers during the below stated period. The annexed SUBDIVISI NRMAL rn notice,a File-:`T05P.0aI8''der Heights Sub- division o® Public Notice Applicant: Norris Homes Inc.,John Norris 0 Location:Located at 12252 SE 184th 4 was published on September 29,2005. St,at the northwest corner of the SE 184th St and 124th Ave SE intersec- tion.The full amount of the fee charged for said foregoing publication is the sum Proposal: Subdivide 4.99 acres into of$119.75. 24 residential lots in the R-6-SO zone. Program Manager: Trishah Bull, otWillogli. 206-296-6758 k, - ES Com- tz: -9`; .B;19,•.1 eats on NT the above file arse now being Tom Meagher 4 0,.0 r.1OT4Rp.0® accepted by King County DDES, at the address listed above. Legal Advertising Representative,King County Journal EXP : a ® Published in the King County Journal Subscribed and sworn to me this 29th day of September,20ffia= 04 28/2009 a September 29,2005.#849559 jy• •'.' sL1C se 1), Jody r a ton Notary Public for the State of Washington,Residing in Auburn,Washington PO Number: st-epublishing this notice includes an affidavit surcharge. Affidavit of Publication. 3254297/3 State of Washington, Counties of King and Snohomish, Mary C. Hiatt being duly sworn, says that he/she is the Authorized Agent of Seattle Times Company,publisher of The Seattle Times and representing the Seattle Post-Intelligencer, separate newspapers published daily in King and Snohomish Counties, State of Washington: that they are newspapers of general circulation in said Counties and State; that they have been approved as legal newspapers by orders of the Superior Court of King and Snohomish Counties; that the annexed,being a classified advertisement,was published in: Newspapers, Publication Date' The Seattle Times 09/29/05 And not in a supplement thereof,and is a true copy of the notice as it was printed and/or distributed in the regular and entire issue of said paper or papers during all of said period, and that said newspaper or newspapers were regularly distributed to its subscribers during all of said period. Subscribed and sworn to before me this 29th day of September,2005 Notary Public in and for the State of Washington residing at Seattle ENVIRONMENTAL SEV ES+ c2 ,k=•=. egFi i iiiirIcE',OFf,S '^'etr. PERM);Ape,L,ICATIQN•REQUEST:3:44Yi{ksptE•e:i,c.+i,m FOR- L SUBD'1VISIb_N Jc N` J\\\\\\ 11P I11, 6e 4i/ I, L` LSAiNnutr SbeP,4Qdrlsg Iye1lS$ t esmir na 391iJ1:rhhrs1INos'a•.. 5$10V .fhi / ca22I•fng4cdts2SEgt—SsSa OTA41. ep • /, F.1e4t4afIonigt.1 .S1.11 Sutfdit,ide=4.99"atres into-244esi: N G 7 dential lots in the R-GSO ii 0 ALB1 7 trs0hat0Nui zo6-2s3-67w58; A,/,tt ll2t4 o \ 1 _ cmmentsrUleabove,ileb're. noW I.bejn0,:,acceptedk V"KingGglitbaDES,attthe-ddJPess listed above:?:+'i ?Yql_::l'I®WAS \. Published this-29iiitaar".<•.:?afSeptember,2005 C. LL"4 I )l Rogers, Carol From: Rogers, Carol Sent: Monday, September 26,2005 1:49 PM To: Legals; 'legals.Bellevue@kingcountyjournal.com' Subject:Legal ad for publ. on Thursday, 9/29 L05P0018 Alder Heights Please confirm receipt. Please publish the accompanying, legal notice in your newspaper on THURSDAY, September 29,2005,which will meet our minimum legal notice requirement. Should this not be possible, please call or fax mie immediately. Submit your invoice and 3 copies of the affidavit of publication to Accounts Payable, as soon after publication as possible, in order for us to enter legal proof of publication in our file records,and so that we may process same for payment. Attachment: Legal Notice KING COUNTY DEPT.OF DEVELOPMENT ENVIRONMENTAL SERVICES 900 Oakesdale Ave SW, Renton,WA 98055-1219 NOTICE OF PERMIT APPLICATION REQUEST: FORMAL SUBDIVISION File:05P '0:1.8Alde'Heigh's,subdivtsion Applicant: Norris Homes Inc.,John.Nor its Location: Located at 12252 SE 184th St;at the northwest corner of the SE 184th St and 124th Ave SE intersection. Proposal: Subdivide 4.99 acres into 24 residential lots in the R-6-SO zone. Program Manager: Trishah Bull,206-296-6758 COMMENT PROCEDURES: Comments on the above file are now being accepted by King County DDES, at the,address listed above. Published this 29th day of September,2005. cc: Accounts Payable,Administrative Services Division, DDES Application File(s): cLQ5P001:8?Al er Heights:applicationnotice. Seattle Times acct#078871004 I 1 MAIM FILE COPY l y Ole Edit view insert FQimat Dols actions help Type a 4mstion for help EI5erid 0.0Peply g4Reply to Aj! , 44,1Forward Xavcc, ,ecuriity....Fonts• F,jigh Importance Item ' `f in 4 •.i% ga,1=a) jo This message was sent with High importance. ` i From: " Legals[legals@seattletimes.com] Sent: Mon 09/26/2005 2:04 PM' To: Rogers,Carol Cc: k . Subject RE:Legal ad for publ,on Thursday,9/29'L05P001e Alder Heights : Hi Carol, Your Legal Ad#3254297 will run Thursday,September 29,2005 for $ 56.76.g. Thanks, l eleanor Original Message----- Rogers, Carol [mailto:Carol,Rogers©METROKC.GOV] Sent:Monday, September 26, 20051:49 PM To: Legal% 'legals,bellevue@kingcounty journalcom' Subject: Legal ad lbr publ.on Thursday,9/29 L05P0018 Alder Heights Please confirm receipt Please publish the accompanying, legal notice in your newspaper on THURSDAY, September 29.2005,which will meet lour minimum legal notice requirement. Should this not be possible, please call or fax me immediately. Submit your invoice and 3 copies of the affidavit of publication to Accounts Payable,l start:-,. 2_l ux MicrosoftOrd, PERMIri.RIA JF vIt:tat u.'FM, I r' I Monday,Sep 26,2005 02:07 PM I File Edit View- Insert Fgrmat• Tools actions Help Type a question for helpM • ni71- nc 3<geply Reply to A!i ` ty0Fo`ra+rard :+X ' gecuriity„, Fonts• ,High Importance Item It"'" : % • * • , ,, [,x,' From: TornMeagher.[tom.meagher@kingcounntyjournal,com] Sent: Mon 09/26/20053:30'PM To: Rogers,Carol Subject: RE:Legal ad for publ.on Thursday,9/29 L05P0018 Alder Heights Hello Carol!! u' I have received your email with the attachment and will publish the notice (re: Notice of Permit Application#105P0018 Alder Heights Subdivision) in the Thursday,9J29J05 edition of the King County Journal i I I Thank you!! Jody Barton for. k hTom.Mea erg Legal Advertising Representative, i King County Journal Newspapers Phone: 253-234-3512 or 425-453-4296 Fax: 253-859-9268 or 425-635-0602 Original Message--- From:Rogers,Carol[mailto:CaroLRogers@METROKC,GOV] Sent:Monday,September26,2005 1:49 PM To:'Legals;'legals.bellevuo©kingcountyjoumaLcord Subject:Legal ad fbr pubL on Thursday,9129 LI 5P0018 Alder Heights Please confirm receipt. , Iv 1"YIAAAw ..MIfA.LsA.AAAAIMNAN.I MM._IANAI-NMi{AAA:N.YYA..v.NA..YANAMAI AN.T,U 111tf1AV..- S a t'a bo Micr`o 4 Z 1 l e o-I d F i t i r o> t rrd lei s 114,i a. gym . .a... Tuesday,Sep 27,2005 07:12 AM Notice. of Department of Development and Environmental Services A I iIca( t o nLandUseServicesDivision 900 Oakesdale Avenue Southwest Renton,Washington 98055-1219 Type3 ) Applicant, John Norris; File #:L'05P0:01 8 - Alder:.Heights Norris Homes, Inc: 2053 Fab.:en Drive t DUES Planner..Trishah Bull Mercer Island,WA 98040: Telephone No 206.296.6758: 20627 tala0(:. Email trishah..bull(ametrokc qou .. ate Application Filed' August 23, 2005 Date:.Determined Co•mplete:September 20,2005 °. Project Location: The property i;s located at 1225'2<SE 184th Street, at the:northwest corner of the;SE to th section84Streetaria124ArrenueSEinter, Project Description:. 7Subdivis,ion'of appr• o•ximately 4.99 acresinto 24 lots.for the development of'_.; siingle-family detached:residences.in the R-6-SO zone. The proposed lots range in size from:;approximately 3,800 to 7,300.square:feet. Perrrmits req•uested in this,application: Formal Plat. Relevant;environmental documents;'are:available at the address below::Drainage study,z. • Environmental checklist.,.. Developmen, ,,',.„ jr.:...,.,. ...:;,.. r:,:,1:..': t;regulations:to;be:_:used for; ...ro ect miti ation :'known'.at:this time. KCC21A >includin .Criticpj9 : .. g al. Area regulations, road standards, and-2005 Surface Water Design Manual Consistency.with applicable County:plans and regulations This propos•al will be reviewed'for compliance with.all applicable King County Codes, including those:noted above Other-ermits:not:included in:this a.. lication 'known at.this tithe'p me: None. . A public hearing before the King County Hearing Examiner is required for this application. Notification of the public hearing date will occurapproximately 30 days prior to the scheduled hearing date. The Department of Development and Environmental Services (DDES) will issue a report and recommen- dation to the Hearing Examiner two (2) weeks prior to the scheduled public hearing. Following the close of the public hearing, the Hearing Examiner will issue a written decision which may be appealed to the Metropolitan-King County Council. Details of the appeal process will be included in the notice of recommendation. Any person wishing additional information on this proposed project should contact the planner ai the phone number listed above. Written comments may also be submitted to DDES. You may review the application and any environmental documents or studies in our Renton office. NOTE: If you require this material in braille, audio cassette, or large print, please call 206-296-6600 (voice) or for hearing impaired 206-296-7217 (TTY). Department of Land Development and Environmental Services Use Services Division 900 Oakesdale Avenue Southwest Renton, Washington 98055-1219 Mailing Date: October 4, 2005 Please send me notification of the public hearing and other official notices concerning this application. File No. L05P0018-Alder Heights Please print) Name: Address: Telephone No.: King County has received an application to develop property at the address listed above.You are receiving this notice because our records indicate that you own property within approximately0 500 feet of the proposal MAIN FILE COPY PREUMINARY PLAT Kill FOR • I.-'ALDER HEIGHTS • A PORTION OF THE 8 E 1/4 OF THE N W.V4 OF SECnON 33 TOWNSHIP N,RANGE 3 E:W.M.• j•KING COUNTY,WASHINGTON Sr ii n, n 1 g 0 11a111:f[ _ 31TE` t YICMRY MAP 1m W 6 NOTES.P 1' 1 ._—AT![MOa'S 14C4 MIOnOh wT]W-1001 O 1 I.1m UPC[9 Ifax 1I IIIM R..MIp,,Oa IwY J' J 9::) C3. 1 01pf7 a[MA.IA KRIS d i1" • Jy)i 4=De UM 110I[ a1mOrtYt S ee6fw[I O7C 1MM Mnf[JAw,r Im0M0W Sl0 OOIDd Jai J 0.IWK:e-I(117W1 6[SO[MYt I W/AQ 0 i YSN 11 i•; T• 'S[KM 0(SWRX lM6W UMW af00314 J _ V a w aowc0 MIN 1m mM u MI 1 J new---- 44 _r..---- 11M'-. —,,.. MI-1•,-jam` !;I I•1 I.NOW LOT M41e60 4 4:r', fH, : jet' 10.MOM 0(a40 SA WpCQ OM,15,117DENSITYcaLcuLAnoNsr l ;' 11101wwCW1rYNIWSgxOM,MO y zmexa MM euawAnia soassxal) 1M.I', 1, u.IuxMw Moots MUM u 11[r 1-1 l u1 _.r` __—_ 12 NC TMM eI0WR00 MAW SUM UMW LA*e10)Q 00.m• nc iaW 12v1 v..u Ae rtyf, ` A' y'= ` •Z I I• la saner> ‘ WW y erMOe Kammus"'M.A01u'-t[,1L 2070) i/lOR 9 \ \. RNCE OpM{fa.K a°l x0wJ /1 J 1 UTILRIES/SERVICESIswmaAnusOWA) aiew u. I ..... v A-- 1•• 3, 10/. I rune We VOX n,M AM IM'M WMasI t1 aa1wN ROAM*mu It1 lOR.i90 v.1 LW u. P- 1 fr,10'NO Ile 1C IMO SMUT 7gillWnspa,u lwN-,wl f6(V700:ciiu M)REA IA/n u.-21v ere. 15 yG -..,/ I RMs P A' saw, sam CROW Iaiw Am Mot oamr Hawn OWN asnemia 6M1srtr fuq Mars p8` J•• < a: r ,}/ rr 1 :. I 1O'1p"° °'1furr M1CCSIA1ita0)xy' J/- •' W7)Ik-IeW I7G g;...W 1[LLMP. V73M WE TRACT AREA TABLE J / / 1 1 7• I It M9C17 DISO@iKM MA(iT.l 1..h' W pl a+ 1@, PO 55.0711 IPoUTww LL 1[Mwy IOrrM Aibx i / / ;: 2 M)TM-1111 • 1 Ir OMIR ACOM all J Q;',. b F--.eG L ('/_ aeTa a 1 e MOSMm a° , C Hood 02UO0I/IAO( 10J71 JJ• 1 }•' 1 A IlfsslOµG 1107f 1` g 1 Hats OWauO[/fNe( 7411 AO Y'••'' G Ire 1 a.4.r. Mt IX WA AIL a ,,L AC T,•O•vY,• ` TNt l' I 7D?00(: Mel Ofn0.KIw 4 rv\ 1S65 a)r '`, fly .,. /ROM 01ewT LOT AREA TABLE iII , LOT I MA(v) err[ .,6u(vl Me M nL 1, 11 4231 1' ilia 11•,.' IP_lA D I I I 7221 5300 it im CS‘jhn ,`ft 4' "°'°'°"'e1'°NAnc I'I',!;." OWNER/DEVELQPER` on IT /111 j Jalr a A .I weaas 11011f9 etc 911 IIC i ) i ee a nw i rt'-EM' I - m' d I MOO x0 I ,. , • f: .+, OM law 11 is nf1w11 1 Iwo v aL I 1 V13 81 xw DJ J I » r vi I WOKS.MvsIM1n10 pcx[OIS.K10fµLOT 44 1n,IN Y ]!1 AC.wM-Me AXNO[7C1011 L SG n 5' I 4122juaa1-nwgiw11MCM6wLWpWIae1t10,wAtsn/eew wnMn91 pgpg LEGAL DESCRIPTION g pMTmumorMIsnnx[ur yynM1 OF n¢,a1t1MMx W111M of xMWM is 1, 3° R p 101W1m a KM.1ArC[1 UST,anlwMi M[ep10a N 10,0 COMM Oa9910,0,eO[NI®M AI 1aliaus: newt 0 Ar M[Id a ar111.WON P NI OS I 1 Sri newt W)RM 01N'11•U1T WON M[[U,aaY OS 114MN,a OQr4R P 110 nIr` BUFFER ALTE3iATION TABLE l V - G 0 MQft[NWM ee'lObO'Sin I glru0[Of I17b IQT M Its[WI[aY YNOq V 1 M sum 00.W010M IMaY09011 iaM Mir v km N11MI eIDOMp Am 1MUMWWIM17A0•M7;0.01C SAD f/.CM1gT 901011 A 06fAKI 0T`MAI 1LI L. FM,Mt CALM M 9a S1040 IlY M[Or sw f1047 0, v; wrm 6u2-w uw iuMs 7.. y Mmct fASIMIIY,iL000 540 IWOY,IY ME,M M POOR a 1[QMafO; , ILx u. Ine,o ilMa F ttCpt M[f00,6 TO Mr 11ReI04 NI Sao,Y70 Mt MIT OWN IIIM MA ILL V.e j "I,' r MU canal Ixorcor MO 1mw M[M.v Oa w[0uM6a[x 1eaM v vv1 0. rKEPT Mu rse,n,Mttru LOU'S loom MI axaM of vAr or u,M MGM D I \i'1 f••) 41III`C1 II`/+`lui 11UJ{ D I 1 i P 0 0 . AUG 2 3L05 2005• K.C. ®,®.E.S. Notóeof Department of Development and Environmental Services . ApplicationLandUseServicesDivision 900 Oakesdale Avenue Southwest Renton,Washington 98055-1219 Type3 ) Applicant: John:Norris File•#:L05P00'18 -Alder Heights Norris'Homes,-Inc. 2053`Faben Drive DDES Planner Trishah Bull Mercer;Island;:WA:98040 Telep:hone No.::206-296-6758 206-275=1901 Email: trishah.bull(ametrokc:gov Date Application Filed: August23;200s Date Determined Complete:_September 20,,;2005;' tl,Project Location atThepropertyislocated 12252 SE 184 Street, at:thei northwest corner of the SE 1184t"'Street and:1^24th Avenue SE inter_s:ection; Project Description: Subdivision ofiapproximately 4 99 acres into 24:lots for the development of single-family detached residences:in;the.R-6-SOzone. The proposed„lots range' in size from approximately 3,800 to.7;300.square-feet. Permits,requested in this application :Form'al Plat: Relevant:environmental documents;are available at the address below:;_Drainage:study; Environmental checklist . Development_regulations to be used.for project mitigation, known at this time: KCC 21A, including Critical Area regulations;road standards, and,2005 Surface Water Design Manual Consistency with applicable County plans,and regulations This proposal:will.be reviewed for compliance with all applicable King:County_Codes, including those,noted above Other permits not included in this application, known at this time: None A public hearing before the King County Hearing Examiner is/required for this application. Notification of the public hearing date will occurlapproximately 30 days prior to the scheduled hearing date. The , Department of Development and Environmental Services (DDES) will issue a report and recommen- dation to the Hearing Examiner two (2) weeks prior to the scheduled public hearing. Following the close of the public hearing, the Hearing Examiner will issue a written decision which may be appealed to the Metropolitan-King County Council. Details of the appeal process will be included in the notice of recommendation. I - Any person wishing additional info imation on this proposed project should contact the planner at the phone number listed above. Written comments may also be'submitted to-DDES. You may review the application and any environmental documents or studies in our Renton office. NOTE: If you require this material in braille, audio cassette, or large print, please call 206-296-6600 (voice) or for hearing impaired 206-296-7217 (TTY). Department of Development and Environmental Services Land Use Services Division 900 Oakesdale Avenue Southwest Renton, Washington 98055-1219 Mailing Date: October 4, 2005 Please send me notification of the public hearing and other official notices concerning this application. File No. L05P0018—Alder Heights Please print) Name: Address: Telephone No.: King County has received an application to develop property at the address listed above.You are receiving this notice because our records indicate that you own property within approximately 500 feet of the proposal PRELIMINARY PLAT FOR • 1•.50' ALDER HEIGHTS I °"°" - Pe o' A PORTION OF'THE S.E.1/4 OF THE N.W.1/4 OF SECTION 33,TOWNSHIP 23 N,RANGE 5 E.,W.M. IX hKINGCOUNTY,WASHINGTON n 111 `s[iUNDn VICPIITY MAP m 90W0/OTEs:ap ASHmWP.P.HWIo 332305-1001 1 1 p} i s sat/moa6s msi sr mlrH n_aC+lu.•1 MOWo I7' iJ', S,GROSS M AOG AI. 13 v• r - V_J•'' Ne0044 4e{ealt-rw&Y nsoocTL 1 PROPOSED Mt 14m!SMOG-IAmY vE9DGTG SUB 045100• a lSIMO:R-I MIDYI raszoput.a Dot) 1,.,a 7.OVIPRUmyit MAH W.I.ORMOS 1044 rtSpp.4 ' 1 7 m -- i ri:! e.wa MOM WEL.ml MOnt 30 VETnTM'+- -- /::-.]:* N\_!-__ 1__ -7.AAQ1:.------- 'i nl'+1 NOW LW.aw ueo srfw'..-.`. 1` ` ` Iw"'"` 9a3Mxllm-.a` I11:i w/..N i la P.M Glace au x::::,.,: — pl,. ,G' J cat It rtn p DENSITY CALCULATIONS L It rtn iPRCGNTYlYBom9oa114CafAw C I11 t:: 1, y li ewGlc NOON MM.33 IQi r.+ MOS.CMLSMTtlYi wAmmT) 3 \ u '-:ii•:-f 12!n me 4Dmwoo a w4Y S.tow OM,.SMOW504440No i•iTa-e t " TR OVA 2+ S` - =111., 1.,;4';y. iA swan G mwtun.MP....w mowsLyAImosuaHxonlAaaYiaolflltMG11211eSl..1.1 AaslE `\ I1x1No NIFR A`1 W W WMtXOMtaiK. 1OO! a 1Aiitl% 1,m,5yh lJ i1 uT1LmEs/sER410Es1u'• 1•.• 10/. I:'- ame !our v wrta.lu MO MOWS[NSI:lL ASGS 11W MOE U m.ex Sl. k.• WM'M St 11H0 MU 7 MUM area sa.ct Ix.tors.!m S.F.) I%0 S.F. b J: i viW Um)uo-um ypyp INQpaarurwImm-Iw1 wo .Au G.,ou v..v1 M. J 0 1 I1G "• / A sank so% St 112.Hain!°'°'oamn 26 HNHW oa6.N ano0NML o01S11Y(ma)11 LOTS p$ J I. rY 9NMilIr i tgeG/CAS nwET SOUND CHGCt(HEO.x1AlxCea) y• • Z l'2 \' I . . rm!- 1!!M IWIUr HIpC/if ' 1 ,d. I t1Yll1RLL'r"pa: Oa[rt ODIalU1M.OpHSTRACTAREATABLE6 '' J J c d R• ; 1/ f! 13 PI .EI1i; i ft(.i.iuttlii tIrynIDaeasmxMGsro,.r 5.-• ru Msusurer cy o • murm o .Aem 1 /i / i l ; 1 M MATE IODQS MI j.JTS'''1'' I • L. I' r' 1 43- • yg N c sroali oawcr/rAa lalll 0P Mir,_tq.;i:5 TarK OM OAWAO[/vAT( Ile J I••'• i•.,.I I•':,/ 139G: afNroN lcHmt 017.M U!• r PlAlee9 C r,. r,1nr qG 1 AC i FI.I / __—_^_• SRortDk W11453s . LOT AREA TABLE y-f— ILlififflE r mI I WE(SA) LOT I .aG(v.) 1I S' 11 rue a um a', 1 D i I i i....17 T__ nrn Irmo o NUR 1 I I OWNER/DEYEL.OPER1f#x la OM 4--- Tom 7GY!' to xe II nw I , ,lei Iri1 ,may I omulnH 7.11.1Ilo'441 • m xt oN. TrJ l e• MO !1 alx Li/"' ---- ENGMEER/8IIHVEYOR/P ANNER1Tin11otm I' Go a u:. e=°w°` n'xDTNOlw°G"w°'e.ar' PI ' A» Jn"i I J i' 1wnxl ]m ie WUT rr° A) oEN2umwN..uuY ausn/ewN,YAyi6n 1 d• r pG,OI JS I. roT4 m MG im Y 231 AC 1.11 SS' A LEGAL DESCRIPTION 3 / q pINSTPOMOHOrMrl0VMGSTMU.G Mt wNWMTST OUMIU 01 SL0TW SS. IONHSMr u NORM a.WO[!(An,00441(YpBGUA N TWO CMIIK aAwNoror 1. rGSC"Ttp IOILOra: 1Itmr:Mre 10 Iamxun aaaol a sueoxmne w avinmrtt.al D1v.•Gn.YGVt na unuar ut nmv..oarna v.m f. GT BUFFER ALTERATION TABLE i IKNG NWM MOTO.MST A OWAwr Or lil.m RR fo T2 GSTOaIY MAOM VMSUMCwwtroNIIYHIWDWUKrRMVa.,j VIM RM..YG. 1e11 SI. MV •. 1,•MIMDC SOyG 4T71'm•Va..NDw Slp GSRRY NAaD1A A 0644R Ol SG21 RR.YGC M LE.m W l00HEQY U.GR GOf SUBDH9 5 lOIS01 N.rE-Va y2. ,mm Sf. d , 11 •••••' p .MOei GSTPIY..m1a rue SWo[vLY SM TO M[POW D<MM. , MM.aR Glq N 11l1q PAL TIN V, viV- 3'GGaI Mt SOON So Mr TaGSY.ROM.0 1 wNnOFYrTor MIRA MEW LIMO 1.T/1 IRETM NWT G MAY Or SOmglft IeR" EgE {J.WED. rtNerNGrw ruT nan0x MGcor LHx wHw ra acH1 G rAr or Ie.M AH"u 9{ d> I AUG,2 3 2005•L 0 5 P00- 18 I' 1 K.C. D.D.E.S. j BARGHAUSEN CONSULTING ENGINEERS L05P0018 WHITTAKER,BRUCE L05P0018 BRENDAN MADDEN ' SR.ENGINEER DDES/LUSD 18215 72ND AVE SOUTH MS: OAK-DE-0100 KENT WA 98032 BULL,TRISHAH L05P0018_ PROGRAM.MANAGER II MS:OAK-DE-0100 DDES/LUSD CLAUSSEN,KIM L05P0018 PROGRAM MANAGER III MS:OAK-DE-0100 DDES/LUSD DINSMORE,LISA L05P0018 CURRENT PLANNING SUPERVISOR MS:OAK-DE-0100 DDES/LUSD GILLEN,NICK L05P0018 CRITICAL AREA SECTION-WETLANDS MS:OAK-DE-0100 DDES/LUSD LANGLEY,KRIS L05P0018 TRAFFIC ENGINEER MS:OAK-DE-0100 DDES/LUSD NORRIS JOHN L05P0018 NORRIS HOMES INC 2053 FABEN DRIVE MERCER ISLAND WA 98040 98040 - ROGERS,CAROL L05P0018 CURRENT PLANNING SECTION MS:OAK-DE-0100 DDES/LUSD WEST,LARRY L05P0018 GEO REVIEW DDES/LUSD _ MS: OAK-DE-0100 I 6199600240/L05P0018 3323059009/L05P0018 3323059029/L05P0018 ARENDALL HELEN M BAGLEY WILLIAM F BAISCH SHANE 18202 120TH AV SE 12252 SE 184TH 12515 SE 182ND ST RENTON WA 98058 RENTON WA 98055 RENTON WA 98058 . 6199600280/L05P0018 3323059052/L05P0018 3323059086/L05P0018 BALLESTRASSE SEAN BATSON HAROLD 0 JR+MARGUERI • DORNAY GELLERT 18234 120TH AV SE 18328 124TH AV SE 12345 SE 181ST ST RENTON WA 98058 RENTON WA 98058 RENTON WA 98058 3323059038/L05P0018 3323059028/L05P0018 6199600262/L05P0018 ELMQUIST'DOUGLAS A ESTES KEVIN+TARA FIALA STEVEN A+CONNIE L 18429 124TH AV SE 18206 124TH AVE SE 18212 120TH AV SE , RENTON WA 98058 RENTON WA 98058 RENTON WA 98058 SD9/L05P0018 3323059026/L05P0018 6199600060/L05P0018 FORCE RUSSELL L+KIMBERLEY A G ANDERSON, PLANT&FACILITIES GOSS MYRON R 18201 124TH AV SE KENT SCHOOL DISTRICT#415 12047 SE 184TH RENTON WA 98058 12033 SE 256TH ST RENTON WA 98055 KENT WA 98031 3323059075/L05P0018 3323059047/L05P0018 3323059097/L05P0018 GREEN CALVIN R II • HAUGEN DAN K+SUSAN D HILL PAUL JR 18401 124TH AV SE 18240 124TH AV SE 18320 124TH AV SE RENTON WA 98058 RENTON WA 98055 RENTON WA 98058 3323059092/L05P0018 , 3323059102/L05P0018 3323059098/L05P0018 • KING COUNTY KING COUNTY HOOPER CHARLES H+LINDA M 500 KC ADMIN BLDG . 500A KING COUNTY ADMIN BLDG 18207 124TH AV SE 500 4TH AV 500 FOURTH AV RENTON WA 98058 SEATTLE WA 98104 SEATTLE WA 98104 r 3323059043/L05P0018 3323059067/L05P0018 3323059099/L05P0018 KNUDSON EDNA G KNUDSON ELOISE C KNUDSON KIRK 18038 124TH AV SE 18056 124TH SE 18056 124TH AV SE RENTON WA 98058 RENTON WA 98058 RENTON WA 98058 I 3323059082/L05P0018 3323059037/L05P0018 3323059093/L05P0018 KONG THEODORES T+HUON K KRANTZ RICHARD M LATTANZIO FRANK S+SHIRLEY L 3925 S 188TH ST 18415 124TH AV SE 18211 124TH AV SE SEATAC WA 98188 RENTON WA 98058 RENTON WA 98058 3323059094/L05P0018 3323059027/L05P0018 3323059040/L05P0018 LATTANZIO SAMUEL A+SUSAN • LOWE RICHARD E+LAURA A LUTTRELL KRISTIAN L , 18217 124TH AV SE 12255 SE 184TH ST 18441 124TH AV SE RENTON WA 98058 RENTON WA 98058 RENTON WA 98058 I 3323059042/L05P0018 6199600220/L05P0018 6199600040/L05P0018 MARGULLIS GORDON&SUSAN MARGULLIS SUSAN E+GORDON L MONDALE GUY E 18032 120TH SE 18032 120TH AV SE 12037 SE 184TH RENTON WA 98058 RENTON WA 98058 RENTON WA 98055 ' 1. r SD13/L05P0018 0199600043/L05P0018 3323059069/L05P0018 R. STRACKE, FACILITIES&PLANNING SAGGERSON RICHARD J. SAMUDRE VINAY V&REBECCA J RENTON SCHOOL DISTRICT#403 DAHLQUIST BARBARA L 18216 124TH AV SE 1220 N 4TH ST 12031 SE 184TH ST RENTON WA 98031 RENTON WA 98055 RENTON WA' 98058 6199600282/L05P0018 6199600320/L05P0018 6199600301/L05P0018 SANDHU KULWANT S+SANTOKH K SANDHU KULWANT S+SANTOKH K SCHELLHASE KENNETH D 13989 SE 159TH PL 13989 SE 159TH PL 24123 SE 260TH ST RENTON WA 98058 RENTON WA 98058 MAPLE VALLEY WA 98038 3323059068/L05P0018 3323059036/L05P0018 3323059035/L05P0018 SNYDER RUSSELL JAY+BONNIE J SZIGETY DARCY C+LAUREN UYETA EDWIN 18228 124TH AV SE 12243 SE 184TH ST 12353 SE 181ST ST RENTON WA 98058 RENTON WA 98058 RENTON WA 98058 3323059015/L05P0018 6199600259/L05P0018 3323059083/L05P0018 WILSON DOUGLAS M&JAN E WYKNENKO EMMA YOUNG SHARRON 18406 124TH AVE S E 1026 120TH AV SE PO BOX 58395 RENTON WA '98058 RENTON WA 98055 RENTON WA 98058 E Renton) FD25 Spring Glen) ' FD40 Fire Protection Dist#25 Fire Protection Dist#40 P.O. Box 2925 10828 SE 176th St Renton WA 98056-0925 Renton WA 98055 MS: KSC-NR-0600 MS: KSC-TR-0431 KC27 Water&Land Res. Div Gary Kriedt King County Dept. of Natural Res. KC Metro Envirn. Planning Steve Foley 1115 LI20 Fairwood Library Highlands Library 17009 - 140th Av SE 2902 NE 12th St Renton WA 98058 Renton WA 98056 1123 Documents Dept. Librarian LI24 Kent Regional Library King County Library System 212 - - 2nd Av N 960 Newport Way NW Kent WA 98032-4482 Issaquah, WA 98027 LI36 ATTN: Edward White PL18 Renton Library Kent Engineering Dept 100 Mill Av S 220 -4th Av S Renton WA 98055 Kent WA 98032 PL19 City of Renton PL33 Kent Planning Dept Economic Development Dept. 220 - 4th Av S 1055 S. Grady Way Kent WA 98032 Renton WA 98055 Clinton G. Marsh, Director Fac. &Const. Dept SD9 R. Stracke, Facilities&Ping SD13 Kent School District# 415 Renton School Dist# 403 12033 SE 256th St. Bldg B 1220 N 4th St Kent WA 98031-6643-Renton WA 98055 Administrator SE5. Environmental Review Section ST2 Kent Sewer Utility WA State Dept of Ecology 220 -4th Av S PO Box 47703 Kent WA 98032 Olympia WA 98504-7703 Habitat Biologist, Rod Malcom TR1 Russ Ladley, Fisheries Biologist TR2 Muckleshoot Indian Tribe j Puyallup Tribe 39015 - 172nd Av SE 6824 Pioneer Wy E Auburn WA 98002 Puyallup WA 98371 TR3 Fisheries Habitat/Environment TR5 Snoqualmie Tribe Suquamish Indian Tribe PO Box 280 PO Box 498 Carnation WA 98014-0280 Suquamish WA 98392 Richard Young j TR4 WD12 Tulalip Tribe Cedar River Water/Sewer Dist 7615 Totem Beach Rd 18300 SE Lk Youngs Rd Marysville WA 98271 1 Renton WA 8058-9799 Public Works Dtr WD23 City of Renton, Public Works Dept. WD32 Kent Water Dist Development Services Div. 220 - 4th Av S 1055 South Grady Way Kent WA 98032 Renton WA 98055 WD41 WD55 Soos Creek Water/Sewer Dist Water Dist #90 PO Box 58039` 15606 SE 128th St Renton WA 98058-1039 Renton WA 98059-8522 WD57 WD58 Coal Creek Utility District Water Dist #111 6801 132nd Place SE 27224- 144th Av SE Newcastle, WA 98059 Kent WA 98042-9058 WA State Dept. of Wildlife WA State Dept. of Wildlife 16018 Mill Creek Blvd. Habitat Mgmt. Division Mill Creek, WA 98012" P.O. Box 43155 Olympia, WA 98504-3155 WA State Dept. of Ecology WSDOT NW Region NW Regional Office , SnoKing Area MS-240 3190 - 160th Ave SE 15700 Dayton Ave No. Bellevue, WA 98008-5452 PO Box 330310 Seattle, WA 98133-9710 WA St. Ecology Dept/WQSW Unit Roger Dorstad Linda Matlock PO Box 375 PO Box 47696 Redmond, WA 98073 Olympia, WA 98504-7696 Eleanor Moon KC Executive Horse Council 12230 NE 61st Kirkland, WA 98033 r _ _ij an_. - 1 Application for:Land Use 0Permits King County Department of Development and Environmental Services Land Use Services Division Alternative formats available 900 Oakesdale Avenue Southwest 1 Renton,Washington 98055-1219 upon request 206-296-6600 TTY 206-296-7217 1 Do not write in this box Application Number(s): D E © 2.U W 3 L05P0018 AUG 2,3 .2005 Date ktueintj amp) I DO;NOT WRITE ABOVE THIS DIVIDER I (We) request the following permitl(s) or approval(s): Building Permit Shoreline Substantial Development Permit O Clearing & Grading Permit) Shoreline Conditional Use Permit Temporary Use Permit Shoreline Variance 0 Binding Site Plan 0 Shoreline Redesignation Site Development Permit 0 Zoning Variance O Boundary Line Adjustment 0 Conditional Use Permit O Short Subdivision Reuse of Public Schools O Formal Subdivision 0 Special Use Permit Urban Planned Development Zone Reclassification Plat Alteration I Site Specific Comprehensive Plan Amendment Plat Vacation P-Suffix Amendment 0 Road Variance i 0 Special District Overlay Removal Drainage Variance or Adjustment Reasonable Use Exception Right-of-Way Use Permit Public Agency & Utility Exception Shoreline Exemption 0 Period Review for Mining Sites O Critical Areas Alteration Exception Linear Non-linear I, William and Rose Bagley being duly sworn, state that I am the owner or nrint mime) officer of the corporation owning property described in the legal description filed with this application and that I have reviewed the rules and regulations of the Department of Development and Environmental Services (DDES) regarding the preparation and filing of this application and that all statements, answers and information submitted with this application are in all respects true, accurate and complete to the best of my knowledge and belief. 1 During the review of this application, it may be necessary for DDES staff to make one or more site visits. By signing this application form, you are giving permission for these visits. If it is rental property, the owner hereby agrees to notify to ants of possible site visits. William and Rose Bagley 41/1/14‘.. printed name gnature 1 12252 S.E.'184th Street N/A mailing address ' corporation or company name I Renton WA l 98058 425) 255-8852 city state zip telephone If applicable, state below, the name, address and telephone number of the authorized applicant for this application as shown on the Certification and Transfer of Application Status form filed with this application. l John Norris,Norris Homes, Inc.2053 Faben Drive Name mailing address 206) 275-1901 Mercer Island WA 98040 Telephone City state zip Application for Land Use PermitsLgIFORM Ic-app-luper.pdf 2/04/05 11699.00 ."X' `,'PILE CO ge 1 of 2 d 5 - 1 For Formal Subdivisions only: Preliminary Plat of Bagley Property Name of Subdivision Barghausen Consulting Engineers,Inc. Dennis J. Saltys Registered Land Surveyor Name 18215-72nd Avenue South,Kent,WA 98032 Address and Zip 425) 251-6222 Telephone Number Barghausen Consulting Engineers, Inc. Daniel K. Balmelli Engineer Name 18215-72nd Avenue South, Kent,WA 98032 Address and Zip Norris Homes,Inc. John Norris Developer Name 2053 Faben Drive,Mercer Island,WA 98040 Address and Zip 206) 275-1901 Telephone Number Land Surveyor's Certification Land Surveyor Seal I hereby certify that the accompanying plat has been inspected by me and conforms to all rules and regulations of the platting resolution and standards for King County, Washington. Signed: Date: The fees for the application will be paid: deposit at submittal and remainder to be paid upon receipt of fee estimate deposit at submittal and remainder through a monthly installment plan (maximum of 9 months) Note: Application forms and submittal requirements are subject to revision without notice. Check out the DDES Web site at www.metrokc.aov/dd 2 © 2 0 y o Application for Land Use PermitsLgIFORM Ic-app-luper.pdf 2/04/05 11699.003.doc[3/1/05]: UC.G 2,3 o L 0 5 0 0 1 8 AIN FILE COPY D.D.E.S. 0 GHA Vs CIVIL ENGINEERING,LAND PLANNING,SURVEYING,ENVIRONMENTAL SERVICES August 23,2005 aI HAND DELIVERY may, T'NG ENG%N4 Mr.Lanny Hennoch King County Department of Development and Environmental Services I 900 Oakesdale Avenue Renton,WA 98055 RE: Alder Heights Preliminary Plat King County Parcel No: 332305-9009 Our Job No. 11699 Dear Mr.Hennoch: On behalf of Norris Homes,Inc.,Barghausen Consulting Engineers,Inc.,is formally submitting an ap lication for the preliminary plat referenced above. The proposal is to subdivide approximately 4.4 acres into.krsingle- family residential lots. The property is located at the northwest corner of 124th Avenue S.E. and S.E. 184th Street. The following application documents, which comprise a complete application package, have been compiled and are submitted for your review: 1. One(1)check from Norris Homes,Inc.,payable to King County Department of Finance 2. One(1)copy of the Preliminary Plat application and checklist 3. One(1)set of current Assessor's maps 4. Three(3)copies of the legal description on 8 1/2-by 11-inch paper 5. One(1)copy of Proof of Legal Lot Status 6. Twenty(20)copies of the SEPA Environmental Checklist 7. One (1) copy of the Certificate of Water Availability issued by Soos Creek Water and Sewer District 8. One (1) copy of the Certificate of Sewer Availability issued by Soos Creek Water and Sewer District 9. Thirty-five(35)copies of the Preliminary Plat map set 10. Three(3)copies of the Fire District Receipt 11. Eight(8) copies of the Level 1 Drainage Analysis prepared by Barghausen Consulting Engineers, Inc.,dated August 4,2005 12. Three(3)copies of the Transportation Certificate of Concurrency dated October 20,2005 13. Three(3)copies of the Subdivision Density and Dimensions Worksheet 14. Three(3)copies of the Certificate of Sensitive Areas Compliance I' / FILE COPY 15. Three(3)copies of the Applilcant Status Form 16. Three(3)copies of the title report issued within 30 days of the application 17. Eight (8) copies of the Field Topographic Base Map prepared by Barglem T•, icrilgyEngineers,Inc. 0 I AUG 2 3 200 DLI 1 ND NU SO NT,WA 98032 (425)251 6222 (425)251 8782 FAX BRANCH OFFICES • OLYMPIA,WA • TEMECULA,CA • WALNUT CREEK,CA www.barghausen.com K.C. D•D•E.S. Lanny Hennoch King County Department of Development and Environmental Services 2- August 23,2005 18. Eight (8) copies of the 1 Wetland Delineation Report prepared by Barghausen Consulting Engineers,Inc. dated April 22,2005 Site Description: The subjects property is located at the northwest corner of 124th Avenue S.E. and S.E. 184th Street. The site is ',currently developed with one single-family residence and appurtenant out buildings. To the northeast and south of this site properties are developed with single-family residences. To the west of the site is the Bonneville Power Association easement and power lines. Two Class II wetlands are located along the western portion of the site. There are two other residential subdivisions nearby including the Sandhu Preliminary Plat L03P0027), a 16-lot single-family subdivision, and the Preliminary Plat of the Goss Property L05P0001),a 17-lot preliminary single-family subdivision. Zoning and Comprehensive Plan: The site has a Comprehensive Plan designation of Urban Residential, 4 to 12 dwelling units per acre, with a correlating zoning designation of R-6 (Urban Residential 6 du/ac). The project will conform to the development standards for density and dimension requirements of the iR-6 zone. The base density for the site is 26 dwelling units and the minimum density is 22 units. Access and Roads: Most of the lots will access from a new public minor access cul-de-sac (Road A), which will extend from S.E. 184th Street as well as a 26-foot wide private access tract (Tract B) extending from Road A. Several lots will also access from the existing rights-of-way of 124th Avenue S.E. and S.E. 184th Street with shared driveway easements. Frontage improvements along 124th Avenue S.E. and S.E. 184th Street will include pavement widening and installation of sidewalks, curbs,and gutters,street trees,and street lighting if required. At the pre-application meeting, King County staff identified that the existing road system of 124th Avenue S.E. and S.E. 184th Street currently is a dead-end roadway that either serves or has the capacity to serve more than 109 dwelling units. Pursuant to KCRS 2.20, such an existing condition requires a secondary access to the road network. We have reviewed King County Assessor's maps of the area as well as property records for recorded easements, and found that there are no existing opportunities (rights-of-way or j easements) for an additional connection to any existing roadway. Connectivity options include road extensions through private property or King County owned properties that appear to be constrained with sensitive areas. Under separate cover,we will provide an analysis of the neighborhood connectivity and we are likely to need a meeting with the King County Planning,Engineering,and Transportation departments'staff to discuss this matter. The intersection of 124th Avenue S.E. and S.E. 184th Street contains two constructed legs of a three- or four-way intersection. The leg of 124th Avenue S.E. going south from S.E. 184th Street is a gravel-surfaced shared driveway in an easement serving approximately 10 lots, most of which could be divided into additional lots under current zoning. It is anticipated that future development of the parcels south of S.E. 184th Street will dedicate right-of-way and continue the southern portion of 124th Avenue S.E. The leg of IS.E. 184th Street east of 124th Avenue S.E. has little potential for further extension as it provides access to only one or two privately owned parcels. During the pre-application meeting,we discussed the potential existence of privately owned parcels of land within the roadways of 124th Avenue S.E. and S.E. 184th Street; however, after further review, we have found that there is only one such parcel. One version of King County Assessor's maps incorrectly identified an additional parcel, although the official version of the King County Assessor's Lanny Hennoch King County Department of Development and Environmental Services 3- August 23,2005 map is correct and does not show the additional parcel on the south side of the subject property. The Knudson property is Parcel No. 332305-9099, which is identified by King County mapping records Assessor's map and iMap) of larger properties that are not contiguous with the segments in the roadway system. Under separate cover we will provide an analysis of the record documents and deed histories of this properties. Utilities: This project has been issued certificates of availability for water and sewer from Soos Creek Water and Sewer District. A Developer Extension Agreement will be necessary to serve the subject property with new water and sewer mains to be constructed on-and off-site. Sensitive Areas: Two CategorY II wetland areas were delineated near the western property boundary. The wetlands will be provided with required buffers pursuant to current standards. Some buffer averaging is proposed at the back of lots 3 through 5 to provide enough land area for a residence and the required setbacks on each of these lots. In no case is the buffer width reduction in the averaging areas proposed to be less than 75 percent of the standard buffer. During construction, grading for the Road A cul-de-sac may result in temporary buffer impacts that will be mitigated and restored as required. I Stormwater Facilities: The site is situated such that it has several existing drainage basins. To consolidate the stormwater facilities, the project proposes to construct two underground combined water quality and detention stormwater vaults. A drainage adjustment may be necessary for the minor diversion of flows from existing I conditions. The proposed stormwater detention facilities are designed in accordance with the 2005 King County Washington Surface Water Design Manual to provide conservation flow control and basic water quality. Stormwater from the future homes and proposed roadways will be collected in catch basins and carried via underground conveyance system to the proposed stormwater facilities. Recreation Space: The project proposes to provide two recreation areas over the proposed stormwater vaults. Recreation (,amenities will be provided in accordance with King County Code requirements. 1 I It is our understanding that the enclosed documents comprise a complete preliminary plat application. Please review the enclosed information and issue the notice of application as soon as possible. If you have any questions or need additional information,please contact me at this office. 1Res ectfully, S.l.— ( . frpP Brendan T.Madden Assistant Planner IH/pj 11699c.008.doc enc: As Noted cc: Mr.Thomas Guinasso,Norris Homes,Inc. (w/enc) Ms. Ivana Halvorsen,Barghausen Consulting Engineers,Inc. King County Department of Development and Environmental Services 900 Oakesdale Ave SW Renton,Washington 98055-1219 Tuesday,August 23, 2005 FEE RECEIPT Activity Number: L05P0018 Applicant: NORRIS HOMES INC 2035 FABEN DRIVE Project Number: L05P0018 MERCER ISLAND,WA 98040 206 275 1901 CHARGES Description Checklog Check# Payee Date Entered Amount Counter Service Fees 483.00 Deposit Based on Est Hrs I 34,776.00 Bldg FireFlow Review 211.31 SUB TOTAL: 35,470.31 PAYMENTS Description Checklog Check# Payee Date Entered Amount Check 43997 NORRIS HOMES INC 08/23/2005 14,894.00) SUB TOTAL: 14,894.00) CHANGE GIVEN: 0.00 BALANCE DUE: 20,576.31 IVIAIN FILE COPY The fees shown above represent current charges1as of this date and are an estimate based on the information provided to DDES at the time of application.DDES permit fees were restructured effective March 4th,1999. Many fees previously assessed a flat fee,now are assessed as hourly charges. Because of this change,and to ensure that our customers secure permits as quickly as possible,permits may be issued prior to all hourly charges being recorded into our billing system.For services that are rendered on an hourly basis,the cost of those services will be based on the actual hours worked. Hourly fees are charged at the rate in effect at the time of service,and will be billed n/ monthly,along with any other outstanding fees.Fees that have been posted prior to permit issuance will be collected at that time. Fees subsequently posted will be billed to the applicant.All fees must be paid in full before DDES issues Final Approval,T.C.O.or C.O. Printed on: Tuesday,August 23,2005 at 11:06:40 AM Page 1 a 1 2 s :r0Certrficatiora&TTransfer-a; KingCounty S:' Y of A pj,i:cartt Status'-Y= 'w''y:",,,k,,,:,-R ,,...,,,,act.:.< y>.n: k :,,; . ',r Department of Development and Environmental Services ': _ K,k ;=- .. : : . gf ` L' 900 Oakesdale Avenue Southwest 206-296-6600Renton,Washington 98055-1219 296-7 Alternative formats availableTTY206-296-7217 upon request Permit Number: FOR CURRENT OWNER: I, William and Rose Bagley print name) hereby certify that I am an/the owner of the property which is the sulbject of this application for permit or approval. If I am not the sole owner of the property, I certify that I am authorized by any and all other owners of the property to make this certification and transfer any an all rights I/we have to apply for this permit or approval to the person listed below. I,therefore certify that Norris Homes,Inc. print name) is the applicant"for this permit or approval and shall remain the "applicant"for the duration of this permit or approval unless "applicant"status is transferred in writing on a form provided by this department. By being the applicant,"that individual assumes financial responsibility for all fees and will receive any refunds paid. I certify r penalty of perjury under the laws of the State of Washington at th foregoing is true and correct. prz 1' Signature of Owner c? `ob5— Date Signed FOR INDIVIDUALS: I, print name) hereby certify that I am the applicant"for this permit or approval. I shall remain the "applicant"for the duration of this permit or approval unless "applicant"status is transferred in writing on a form provided by this department. I accept financial responsibility for all fees associated with this permit or approval and will receive any refunds. My mailing address is: I I certify under penalty of perjury under he laws of the State of Washington that the foregoing is true and correct. Signature of Applicant Date Signed OR FOR CORPORATIONS/BUSINESS ASSOCIATIONS: I, John Norris hereby certify that I am an authorized agent of Norris Homes,Inc. I, a corporation of other business association authorized in the State of Washington and that this business association is the "applicant"for this permit or approval and is financially responsible for all fees and will receive any refunds paid. This association shall remain the "applicant"for the duration of this permit or approval unless "applicant"status is transferred in writing on a form provided by this department. The mailing address of this business association is: 2053 Faben Drive i Mercer Island,WA 98040 I I certify un penalty of per'ury under the laws of the State of Washington th t t e foregoing is true and correct. 4 3ioac AA © 211C1-1SignatureofAplicentIateSigne Checkout the DDES Web site at www.metrokc.go v/ddes AUG 2 3 2i.,05 Certification&Transf f Ap nt 0CQdf 05/30/03 An dQ . of + lefb NOTICE TO APPLICANTS By law, this department returns all engineering and other plans to the applicant. If, however, you wish to authorize the department to return engineering and other plans directly to the engineer, architect, 'or other consultant for the limited purpose of making corrections, please designate below: I authorize this department to return plans directly to my consultant(s) for the limited purpose of making corrections, as designated on this form. CONSULTANTS Ivana Halvorsen Barghausen Consulting Engineers,Inc. 18215—72nd Avenue South Kent,WA 98032 425)251-6222 13Egig it D AUG 2 3 2005 C.C. D.D.E.S. Check out the ODES Web site at www.metrokc.gov/ddes Certification&Transfer of Applicant Status Ic-cer-trapstat.pdf 05/30/03 11699.005.doc Page 1 of 2 LO5 !' OO1 ;! LEGAL DESCRIPTION THAT PORTION OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 33, TOWNSHIP 23 NORTH,RANGE 5 EAST,WILLAMETTE MERIDIAN,IN KING COUNTY,WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEAST CORNER OF SAID SUBDIVISION; THENCE NORTH 01%%d03'14' EAST,ALONG THE EASTERLY LINE THEREOF,A DISTANCE OF 490 FEET; THENCE NORTH 88%%d50'00"WEST A DISTANCE OF 415.60 FEET TO THE EASTERLY MARGIN OF THE SEATTLE COVINGTON TRANSMISSION LINE RIGHT OF WAY; THENCE SOUTH 15%%d22'40"EAST,ALONG SAID EASTERLY MARGIN,A DISTANCE OF 509.89 FEET,MORE OR LESS,TO THE SOUTHERLY LINE OF SAID SUBDMSION; THENCE EASTERLY,ALONG SAID SOUTHERLY LINE,TO THE POINT OF BEGINNING; EXCEPT THE SOUTH 30 FEET THEREOF FOR ROAD;ALSO EXCEPT THAT PORTION THEREOF LYING WITHIN THE RIGHT OF WAY OF SOUTHEAST 184TH STREET;ALSO EXCEPT THAT PORTION THEREOF LYING WITHIN THE RIGHT OF WAY OF 124TH AVENUE SOUTHEAST. D AUG 2 3 2005 K.C. D.D.E.S. E$ -- 0 7/ 36 PM P:\11000s\11699\doc\11699LEGAL. AIN PILE 1 Certificate : 3890 This certificate provides information necessary to evaluate development proposals. SOOS CREEK WATER AND SEWER DISTRICT CERTIFICATE OF WATER AVAILABILITY Type: Preliminary Plat or PUD : Applicant's Name: Norris Homes Inc Proposed Use: 31 Single Family Residences Location: Lot:9 Block:Development: STR 33 23 5 Parcel: 332305 9009 Address: 12252 SE 184TH ST, RENTON Information: See attached proposed layout. WATER PURVEYOR INFORMATION 1. a Water will be provided b, service connection only to an existing Null inch water main,Null feet from the site. And/Other b _I Water service will require an improvemnt to the water system of: Water service to the proi4osed plat will require the installation of onsite and offsite water main, including replacement of existing AC main. Final water layout and requirements will be determined based on final site development plans. iAll plans must be approved by and meet the requirements of the King County Fire Marshal and Soos Creek Water and Sewer District. 2. a W; The water system is in conformance with a County approved water comprehensive plan. b !_l The water system improvement will require a water comprehensive plan amendment. 3. a [d; The proposed project is within the corporate limits of the district, or has been granted Boundary Review Board approval for extension of service outside the district or city, or is within the County approved service area of a private water purveyor. b Lii Annexation or Boundary Review Board approval will be necessary to provide service. 4. a WA Water is/or will be available at the rate of flow and duration indicated below at no less than 20 psi measured at the nearest fire hydrant 5 feet from the building/property(or as marked on the attached map): 1 Rate of Flow: 1,000 gpm Duration: 2 hours b El Water systems is not capable of providing fire flow. 1 I Cross Connection Control devices must be in conformance with state laws. Service is subject to the applicants agreement to comply and perform to make such installation and/or connections to the standards, regulations, requirements and conditions of this District and such other agency or agencies having jurisdiction. This District is not representing that it's facilities will be extended or otherwise modified to make such.service available to the applicant. It is the responsibility of the applicant to make any required extension of facilities to serve their property. I I hereby certify that the above water purveyor information is true. This certification shall be valid for one year from date of signature. SOOS CREEK WATER&SEWER DISTRICT Alice R Marshall 5/17/200°>> Agency Name Signatory Name Date I f N. 2 ( - Su ervisor, Development Administration Title I Signat D •. © D1n ElSaesCreekWater&Sewer Disnict"rptAvailSingleParcelAddWater"2/6/96 IFAIN Pk c® AUG 2 3 2005 LO5P09 z K.C. 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SIE.,''.,- P\/ liliiii44.: •-.4..-.1. 7„' 0( 1('.•,46 cs.','1,4,'. I'V. f/ R0V3LM0OvTo. S 6 1 0 0•3F3I TKAff'n''''* - 71IIeP m 3-86'.PceUaP CV1 I TIO I 0_ T: 4 1-- JI•t•47 0 ii•5 ;-..' Z 1 I 7. 3 PreSPU0I 8404160D. -- --, g ,.,.CC I.,. 1.• 3 1 I it,• LOTSq• 5 4 ,3 0 I 1\ \T4:PrTAY. ST. 0., L... _____ .__1________ ••'':=.,'1 \ CVS:CLOW o , 0,3o, 51•5110 4 j .,,,,,,. f,. \ z I r1.. \licrAllilialkElfg 1 -t j \,111155111 1 '4 0) !17----- . k W '14' ,.. 12. ':;:' s il IP 1 Lyng 1 11 1 1 ' Xi-- 1,111611r11 lit ‘(°.‘" \ f••11.\ di ill_.., l MU ill r..11,::'cr I N gl il 1III.•`-=-.- • .MI 1111171!:;-'11-111-4.11 ' 4- P II0,..... mows li .MAR 3 0 2005 4.--- rouna..ii 1 ,...0 , e• 1 5 „A°L, ,ia n 7 owasigr,;211LI ll- ' .,..,:°„, 5.H1I. E.I EI er: . ra.• v. 0750085- a INNMMOMMORN. .72214.."11a412 J7.-=TE'47181--T-i-r-S41.2' 7 ' 1-7'7:-=:t. 7"--'7"7' :----. An'-' E0.1317:-r- MELia=6"-A0 1.10=4;igi' ''''.• e•TEE.,-1,:e.,..c,tK.C. D.D.E.S. 2-8.O.V.II.y H I-FOR DIP.) 2-81 C.V.,l.t IM(FOR C.I.P) • i A, IR2-8. li s•gm. pirio, • WATER BASE MAP u)k•ISW33-23-5 Ina ROM CURB To niclEsToo, 4. r SOOS CREEK WATER&SEWER DISTRICT1011CCMOMP110131,01,10.HM6- P COTumE SERlicE.Atm F ROM j nem.U171:3:INV&71°01`40, 4111 6„.4%. Roth Hill Engineering Partners. LLC 1. : 1". 1! 1.1111461:' R 0 t 11 H i I I 2600 116Ch Avenue NE 000 Bellevue,Washington 98007 D..4L ,z1:. 5 p I 0 Te1425.6419.9448 Fee 425.069.11N1010Vn '"..0 TO DATE 116` c( This certificate provides Certificate : 4574 information necessary to evaluate development proposals. SOOS CREEK WATER AND SEWER DISTRICT CERTIFICATE OF SEWER AVAILABILITY Type: Preliminary Plat or PUD Applicant's Name: Norris Homes In Proposed Use: 31 Single Family Residences Location: Lot: 9 Block:Development: STR 33 23 5 Parcel: 332305 9009 Address: 12252 SE 184TH ST,RENTON Information: See attached proposed layout. Attach map&Legal description if necessary.) SEWER PURVEYOR INFORMATION 1. a El Sewer service will be pro ided by service connection only to an existing sewer main Null feet from the site and the sewer system has the capacity to serve the proposed area. b d Other(describe): Sewer service to the proposed plat will require the installation of onsite and offsite sanitary sewer mains. Final sewer layout and requirements will be determined based on final site development plans. All plans must be approved by KCWTD and Soos Creek Water and Sewer District. 2. a 0 The sewer system is in conformance with a County approved sewer comprehensive plan. b The sewer system improvement will require a sewer comprehensive plan amendment. 3. a , The proposed project is within the corporate limits of the district,or has been granted Boundary Review Board approval for extension of service outside the district or city. b O Annexation or Boundary Review Board approval will be necessary to provide service. 4. Service is subject to the following: a [l Connection Charge: Yes b 0 Easement(s): Oni ite and offsite easement will be required. c 0 Other: See lb above and conditions below.KCROW and grading permit required. Service is subject to the applicants agreement to comply and perform to make such installation and/or connections to the standa Ids, regulations,requirements and conditions of this District and such other agency or agencies having jurisdiction. This District is not representing that it's facilities will be extended or otherwise modified to make such service available to the applicant. It is the responsibility of the applicant to make any required extension of facilities to serve their property. I hereby certify that the above sewer purveyor information is true. This certification shall be valid for one year from date of signature. SOOS CREEK WATER&SEWER DISTRICT Alice R Marshall 5/17/20C'1— Agency Name I Signatory Name Date Supervisor,Development Administration lu °+% A ,.., . /' I7 r; Title D Sign re..... •" Date Zoos ig Sous CreekWater&Sewer District" t ' nglesO r"2/ 6 AUG 21 MAIN riL Copy K.C. D.D.E.S: 7.`"\ IIG ct 1 r 106.4Fpli,01118. feTz9VISEakilliMtipureg,2,,,IRMO - 1"SEVA..175.4-k•:,... : .IMOVergialiireRig, 8W 11' .S.V01,,•2,51-4::.•••:.:..,,....:?1,:. •• 2.,::,•,..Attlfi I so? i ti '0'. -+ ' i, .; I--•- --1 "k • i'', *,,, 61•,..„.A;),i.. ,....„:, ,....!,.4.5..V• 4. w5,' . s.,.. . f.,tiv,.c. wow, 05 • 1 F lici,..,. ,r7.0.- 1.- ,,,,kil,,...:•••.i.b1,,,,,:„.„ ,,,,,,,.,.,,..„,,. „,,,..,,..., : •,:., ••,,,,,,..,:eY_ W.,,,. , is:. s.e. • ...415. ii-,izr --3,, A ri.... 5.v., ••,;;;, ......,..1;1:1,...1'5.-;!•..1 Pr ''.". ;, ,"1" I tik0N4'‘. ' •-.'S'`,,..Nk14.M.P6.,:.'111'-':;•61l is.'-'••. ''..1:''`Ii'.•:'••.'•*•''' ''''.4I6:I•4 Vi'a..44,' •4 -- 1 ',.. 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D.D.E.S 1 14 U Department of Development and Environmental Services Fire District Receipt 900 Oa WA le nue r 7 V 6 r King County Renton,WA 98055-1219 Fire District# 110 Name of Project/Proposal AL1D tGkj j'S ict1piu)e I Location of Project/Proposal W G S E 18 4,& S+{-, or 1c tf to ll tf. 64- Address, parcel number,tax account number, legal description)* One of these required for processing of application KI06 Gmo PAtzc 4# c33 30(5'- ciao ? l 2, arx 5E / 2.0• M. Srf , •2 wron/ SEC 3 3 TWN A/p4 RNG. SE KROLL PAGE ( 'O5— Name of Applicant No R 1ZLS I oM ES Q - fin G . J p I f& /Vm K is Address of Applicant S 1 Rl VE c.Efz '>- /MPi Telephone Number (''J-,5-) a ',7F, " - ITa P Decription:Type of Project/ Proposal Check appropriate box(es) Apartment/Multifamily Duplex Conditional Use Commercial/Industrial Øubdivision Unconditional Use Retail Short Subdivision/Short Plat Planned Unit Development Residential: Single Family Residence Rezone School/Classroom Other(describe) torz couplings required on Fire HydrantsSs Issuance of this receipt does not imply an approval, disapproval nor review of referenced project/proposal. This receipt shall be valid for 30 days from date of signature. C-k2 . • 1 7UaT V iT titai+c-trip Agency Name Printed Nam Title gnature Date Distribution: Fire District: mail yellow copy to: 461 fivit White: Applicant(see below) King County e( Building Services Division 044 Yellow: King County Building Services Division 900 Oakesdale Avenue P Renton, WA 98055-12 Pink: Fire District Note Applicant: at the time of application Attn: Fire Engineering LDtoDDESthewhitecopymustbepresentedAUG232005withproject/p ro sa alp 0 100178(Rev.11/02) KC. D.D.E.S ft!) 08/23/2003 10:13 FAX 206 628 "--7i CHICAGO TITLE UNIT 10 Z 001 a. -"' t CHICAGO TITLE INSURANCE COMPANY 70 X 5th Avenue, Suite 3 400 Seattle, Washington 98104 FAX: (206) 628-5657 UNIT 10 BUILDER/DEVELOPER SERVICE' FROM: o Mike Harris Title Officer 206) 628-5623 Keith Eisenbrey Title Officer 206) 628-8377 o Steve Kinsella Condo Coordinator 206) 628-5614 Bob Bloedel Sr. Title Examiner 206) 628-5623 To: AASTD' T Date: 4 Company: Number of pages: including cover page) Fax Number: 2, 9 g 'tS V RE: • r Gl -PV j4-, 7L1 y e f + p f COMMENTS: The materials enclosed with this FAX bansimisslon are private and confident!al and are the property of the sender. The information contained In the materials is privileged and Is intended for the use of the individuals or entities named above. If you have received this FAX transmission in error,please immediately notify us by telephone to arrange for the return of these documents to the sender. 08/23/2005 10:13 FAX 206 628 -- CHICAGOI TITLE UNIT 10 IZ. 002 0, CHICAGO TITLE/INSURANCE COMPANY 701 FIFTH AVENUE,#3400,SEATTLE,WA 98104 PHONE: AX 6)628-5b27 ORDER NO: 001169117• YOUR NO: NORRIS HOMES JOB#11699 UNIT NO: 10 LOAN NO: SUPPLEMENTAL COMMITMENT L ORDER REFERENCE INFORMATION SUPPLEMENTAL NUMB 1 • SELLER: PURCHASER/BORROWE ; NORRIS HOMES, .INC. PROPERTY ADDRESS: WASHINGTON Our Title Commitment dated 03/23/05 at•8:00 A.M. is supplemented as follows: z PARAGRAPH NUMBER( 1 7 OF OUR COMMITMENT IS (ARE) ELIMINATED. • 1 v THE VESTING IN PARAGRAPH THREE OF SCHEDULE A OF OUR COMMITMENT IS AMENDED AS FOLLOWS: NORRIS HOMES, INC. , A WASHINGTON CORPORATION a THE LEGAL •DESCRIPTION SET FORTH IN PARAGRAPH FOUR OF SCHEDULE A OF OUR COMMITMENT HAS BEEN AMENDED AS .FOLLOWS; SEE ATTACHED. w THE FOLLOWING, PARAGRAPH(S) HAS (HAVE) BEEN ADDED TO OUR COMMITMENT: X• PARAGRAPH NUMBER 5,7 Y 1.•DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF: GRANTOR! NORRIS HOMES, INC., A WASHINGTON CORPORATION TRUSTEE: HILLIS CLARK MARTIN & PETERSON, P.S. BENEFICIARY: FIRST HORIZON HOME LOAN CORPORATION AMOUNT: 907,200.00 DATED: AUGUST 1, 2005 RECORDED:AUGUST 'S, 2005 • RECORDING NUMBER: 20050808000962 LOAN NUMBER: THE AMOUNT NOW SECURED BY SAID DEED OF TRUST AND, THE TERMS UPON WHICH. THE SAME SEE NEXT PAGE SIPPLCOM/BOA/o 08/23/2005 10:13 FAX 206' 628 ---7 CHICAGO TITLE UNIT 10 a 003 CHICAGO TITLE INSURANCE COMPANY Order No.: 1160117 YourNo.: NORRIS HOMES JOB #11659 Unit No: 10 SUPPLEMENTAL COMMITMENT Continued) CAN BE DISCHARGED OR ASS D SHOULD BE ASCERTAINED FROM THE HOLDER OF THE INDEBTEDNESS SECURED. PARAGRAPH NUMBER'(S) .5 AND 6 HAS (HAVE) BEEN AMENDED AS FOLLOWS: o PARAGRAPH NUMBER 5: G 2. GENERAL AND SPECIAL TAXES AND CHARGES. PAYABLE FEBRUARY 15, DELINQUENT IF FIRST HALF UNPAID ON MAY 1, SECOND HALF DELINQUENT IF UNPAII) ON NOVEMBER 1 OF TH1. TAX YEAR ('AMOUNTS DO NOT INCLUDE INTEREST AND PENALTIES) : YEAR: 2005 TAX ACCOUNT NUMBER: 332305-9009-01 LEVY CODE: 4250 ASSESSED VALUE-LAND: 58,000.00 ASSESSED VALUE-I ROVEMENTS: 35,000.00 GENERAL & SPECXAIiTAXES: BILLED: $ 811.25 PAID: $ 811.26 UNPAID: $ 0.00 AFFECTS: PORTION PARTIALLY EXEMPT UNDER RCW 64.36.381. SAID TAXES AND ASSESSED VALUES ARE REDUCED UNDER A SENIOR CITIZEN'S EXEMPTION. . THE ASSESSED VALUES AND TAX AMOUNTS WILL BE INCREASED FOLLOWING THE SALE BY OR DEATH OF THE QUALIFYING TAXPAYER. THE AMOUNT OF TAX FOR THE FCTI.L YEAR WITHOUT THE EXEMPTION WILL BE 2,116.85. p PARAGRAPH NUMBER 6: 3. GENERAL AND SPECIAL TAXES AND CHARGES, PAYABLE FEBRUARY,15, DELINQUENT IF FI'RST HALF UNPAID ON MAY 1, SECOND HALF DELINQUENT IF UNPAID ON NOVEMBER 1 ' ' MULE, TAX YEAR. AMOUNTS DO NOT INCLUDE INTEREST AND PENALTIES) : YEAR: 2005 TAX ACCOUNT NUMBER: 332305-9009-84 LEVY CODE: 4250 ASSESSED VALUE-LAND: 135,800.00 ASSESSED VALUE-IMPROVEMENTS: 0.00 GENERAL & SPECIAL TAXES: BILLED: $ 1,646.46 PAID: $ 1,646.46 CJNPAID E $U.-DO su r M2/AI)A/OF9 1 ' us'z;/uu5 1u:14 FAX 206 628 CHICaGO TITLE UNIT 10 tj004 CHICAGO TITLE INSURANCE COMPANY Ordcr No.: 1160117 YourNo.: NORRIS HOMES JOB #11699 Unit No.: io SUPPLEMENTAL COMMITMENT Continued) AFFECTS: THAT PORTION OF SAID PREMISES NOT PARTIALLY EXEMPT UNDER RCW.84.36_2S1 THROUGH .389. THERE HAS SEEN' NO CHANGE IN THIS COMMITMENT SINCE MARCH 23, 2005, EXCEPT THE MATTERS NOTED HEREINABOVE. AUGUST 13, 200E AUTHORIZED BY: KEITH EISENBREY" u NOTE: THE FOLLOWING PARTIES HAVE BEEN SENT A COPY OF THIS SUPPLEMENTAL COMMITMENT: BARGHAUSEN CONSULTING ENGINEERS, INC. - BRENDAN T. MADDEN 2/2 NORRIS .HOMES, IN . JOHN NORRIS U.S. MAIL 1/1 1 SUPLCOM2/1UDA/ 08'23/2005 10:14 FAX 206 628 7r`71.,, CHICAGO TITLE UNIT 10 005 CHICAGO TITLE INSURANCE COMPANY I Order NO.: 001160117 LEGAL DESCRIPTION THAT PORTION OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 33, TOWNSHIP 23 NORTH, RANGE 5 EAST, ,WILLAMETTE MERIDIAN, IN ICING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS! BEGINNING AT THIS SO _ ST CORNER OF SAID SUBDIVISION; THENCE NORTH 01°03'l4" EAST, ALONG THE EASTERLY LINE THEREOF, A DISTANCE OF 490 FEET; THENCE NORTH 88°50'00." WEST A DISTANCE OF 515.60 FEET TO THE EASTERLY MARGIN OF THE SEATTLE COVINGTON TRANSMISSION LINE RIGHT Or WAY; THENCE SOUTH 15°22'40" EAST, ALONG SAID EASTERLY MARGIN, A DISTANCE OF 509.89 FEET, MORE OR LESS, TO THE SOUTHERLY LINE OF SAID SUBDIVISION; THENCE EASTERLY, ALONG SAID SOUTHERLY LINE, TO TEE POINT OF BEGINNING; EXCEPT 2BE SOUTH 30 FEET THEREOF FOR ROAD; ALSO EXCEPT THAT PORTION THEREOF LYING WITHIN THE RIGHT OF WAY OF SOuriEAST 184TH STREET; ALSO EXCEPT THAT PORTION THEREOF LYING WITHIN THE RIGHT OF WAY OF 124TR AVENUE SOUTHEAST. IECAM/MDA/6999 AGO TITLE INSURANCE COMP/ ' - l 1 nI00COLUMBIACENTER, 701 5TN AVE 1 SEATTLE, WA 98104 Order No.: 1160117 SHORT PLAT CERTIFICATE Certificate for Filing Proposed Short Plat In the matter of the short plat submitted for your approval,this Company has examined the records of the County Auditor and County Clerk of KING County,Washington,and the records of the Clerk of the United States Courts holding terms in said County,and from such examination hereby certifies that the title to the following described land situate in said KING County,to-wit: SEE SCHEDULE A(NEXT PAGE) VESTED IN: WILLIAM F. BAGLEY, SR. AND ROSE M. BAGLEY, FORMERLY KNOWN AS ROSE M. MACGREGOR, HUSBAND AND WIFE EXCEPTIONS: SEE SCHEDULE B ATTACHED CHARGE: $2 0 0.0 0 TAX: 17 .6 0 Records examined to March 23, 2005 at 8 :00 A.M. CHICAGO TITLE INSURANCE COMPANY Ce)112-4,11: 23) WI By RIS/EISENBREY Title Officer ElegOYIEDO206) 628-5623 AUG 2 3 2005 L 0 0 1 . 12-5-90/ AGO TITLE INSURANCE COMP.' ' Order No.: 1160117 SHORT PLAT CERTIFICATE SCHEDULE A Continued) LEGAL DESCRIPTION THAT PORTION OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER4OF SECTION 33, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEAST CORNER OF SAID SUBDIVISION; THENCE NORTH 01°03' 14" EAST, ALONG THE EASTERLY LINE THEREOF, A DISTANCE OF 490 FEET; THENCE NORTH 88°50' 00" WEST DISTANCE OF 415.60 FEET TO THE EASTERLY MARGIN OF THE SEATTLE COVINGTON TRANSMISSION LINE RIGHT OF WAY; THENCE SOUTH 15°22'40" EAST, ALONG SAID EASTERLY MARGIN, A DISTANCE OF 509.89 FEET, MORE OR LESS, TO THE SOUTHERLY LINE OF SAID SUBDIVISION; THENCE EASTERLY, ALONG SAID SOUTHERLY LINE, TO THE POINT OF BEGINNING; EXCEPT_THE SOUTH 30 FEET THEREOF FOR ROAD; ALSO EXCEPT THAT PORTION THEREOF LYING WITHIN THE RIGHT OF WAY OF SOUTHEAST 184TH STREET; ALSO EXCEPT THAT PORTION THEREOF LYING WITHIN THE RIGHT OF WAY OF 124TH AVENUE SOUTHEAST. CHICAGO TITLE INSURANCE COMPANY r I CHICAGO TITLE INSURANCE COMPANY Order No.: 1160117 SHORT PLAT CERTIFICATE SCHEDULE B This certificate does not insure against loss or damage by reason of the following exceptions: GENERAL EXCEPTIONS: A. Defects,liens,encumbrances,adverse claims or other matters,if any,created,first appearing in the public records or attaching subsequent to the effective date hereof but prior to the date the proposed insured acquires for value of record the estate or interest or mortgage thereon covered by this Commitment. B. Rights or claims of parties in posses ion not shown by the public records. C. Encroachments,overlaps,boundary line disputes,and any other matters which would be disclosed by an accurate survey and inspection of the premises. D. Easements or claims of easements rilot shown by the public records. E. Any lien,or right to lien,for contributions to employee benefit funds,or for state workers'compensation,or for services,labor,or material heretofore or hereafter furnished,all as imposed by law,and not shown by the public records. F. Liens under the Workmen's Compensation Act not shown by the public records. G. Any service,installation,connection,maintenance or construction charges for sewer,water,electricity or garbage removal. H. General taxes not now payable;matt rs relating to special assessments and special levies,if any,preceding or in the same becoming a lien. I. Reservations or exceptions in patents or in Acts authorizing the issuance thereof; Indian tribal codes or regulations,Indian treaty or aboriginal rights, including easements or equitable servitudes. I. Water rights,claims,or title to water. K: THIS REPORT IS ISSUED AND ACCEPTED UPON THE UNDERSTANDING THAT THE LIABILITY OF THE COMPANY SHALL NOT EXCEED ONE THOUSAND DOLLARS($1000.00). SHPLATB/031694/soc CHICAGO TITLE INSURANCE COMPANY I AGO TITLE INSURANCE COMP) Order No.: 1160117 SHORT PLAT CERTIFICATE SCHEDULE B Continued) EXCEPTIONS A 1. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: PUGET SOUND POWER & LIGHT COMPANY PURPOSE: ELECTRIC TRANSMISSION AND/OR DISTRIBUTION LINE AREA AFFECTED: THAT PORTION OF SAID PREMISES LYING WITHIN THE SOUTHERLY AND EASTERLY 30 FEET OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SAID SUBDIVISION, AND OTHER PROPERTY RECORDED: JULY 15, 1949 RECORDING NUMBER: 3919394 a 2 . EASEMENT AND THE TERMS AND CONDITIONS THEREOF: PURPOSE: ROADWAY AREA AFFECTED: 60 FEET IN WIDTH ACROSS SAID PREMISES AND OTHER PROPERTY AS DESCRIBED IN SAID INSTRUMENT RECORDED: FEBRUARY 3, 1954 RECORDING NUMBER: 4416152 c 3. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: KING COUNTY WATER DISTRICT NO. 58 PURPOSE: WATERMAIN AND APPURTENANCES AREA AFFECTED: THAT PORTION OF SAID PREMISES LYING WITHIN THE SOUTH 30 FEET OF THE SUBDIVISION RECORDED: FEBRUARY 13, 1957 RECORDING NUMBER: 4771296 4 . COVENANTS, CONDITIONS AND RESTRICTIONS CONTAINED IN INSTRUMENT: RECORDED: NOVEMBER 18, 2004 RECORDING NUMBER: 20041118000987 REGARDING: SELLER'S NOTICE OF ON-SITE SEWAGE SYSTEM OPERATION AND MAINTENANCE REQUIREMENTS a 5 . GENERAL AND SPECIALITAXES AND CHARGES, PAYABLE FEBRUARY 15, DELINQUENT IF FIRST HALF UNPAID ON MAY 1, SECOND HALF DELINQUENT IF UNPAID ON NOVEMBER I CHICAGO TITLE INSURANCE COMPANY f AGO TITLE INSURANCE COMP/. Order No.: 1160117 SHORT PLAT CERTIFICATE SCHEDULE B Continued) EXCEPTIONS 1 OF THE TAX YEAR (IAMOUNTS DO NOT INCLUDE INTEREST AND PENALTIES) : YEAR: 2005 TAX ACCOUNT NUMBER: 332305-9009-01 LEVY CODE: 4250 ASSESSED VALUE-LAND:58, 000.00 ASSESSED VALUE-IMPROVEMENTS: 35, 000.00 GENERAL & SPECIAL T ES: BILLED: $ 811.26 PAID: $ 0.00 UNPAID: $ 811.26 AFFECTS: PORTION P , TIALLY EXEMPT UNDER RCW 84 .36.381. SAID TAXES AND ASSESSED VALUES ARE REDUCED UNDER A SENIOR CITIZEN'S EXEMPTION. THE ASSESSED VALUES AND TAX AMOUNTS WILL BE INCREASED FOLLOWING THE SALE BY OR DEATH OF THE QUALIFYING TAXPAYER. THE AMOUNT OF TAX FOR THE FULL YEAR WITHOUT THE EXEMPTION WILL BE 2, 116.85. c 6 . GENERAL AND SPECIAL TAXES AND CHARGES, PAYABLE FEBRUARY 15, DELINQUENT IF FIRST HALF UNPAID ON MAY 1, SECOND HALF DELINQUENT IF UNPAID ON NOVEMBER 1 OF THE TAX YEAR (AMOUNTS DO NOT INCLUDE INTEREST AND PENALTIES) : YEAR: 2005 TAX ACCOUNT NUMBER: 332305-9009-84 LEVY CODE: 4250 ASSESSED VALUE-LAND:136,800.00 ASSESSED VALUE-IMPROVEMENTS: 0.•00 GENERAL & SPECIAL TAXES: BILLED: $ 1, 646.46 PAID: $ 0.00 UNPAID: $ 1, 646.46 AFFECTS: THAT PORTION OF SAID PREMISES NOT PARTIALLY EXEMPT UNDER RCW.84 .36 .381 THROUGH .389. it s 7. DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF: GRANTOR: WILLIAM F. BUGLEY, R. , AND ROSE M. BAGLEY, HUSBAND AND WIFE TRUSTEE: TRANSNATION TITLE INSURANCE COMPANY BENEFICIARY: MORTGAGE ELECTRONIC REGISTRATION SYSTEMS, INC. , AS NOMINEE FOR EVERGREEN SHPIATS3/12-12-90/EK CHICAGO TITLE INSURANCE COMPANY AGO TITLE INSURANCE COMP?. Order No.: 1160117 SHORT PLAT CERTIFICATE SCHEDULE B Continued) EXCEPTIONS MONEYSOURCE MORTGAGE COMPANY AMOUNT: 283,500.00 DATED: OCTOBER 26, 2004 • RECORDED: NOVEMBER 3, 2004 RECORDING NUMBER: 20041103001306 LOAN NUMBER: 042073B, THE AMOUNT NOW SECURED BY SAID DEED OF TRUST AND THE TERMS UPON WHICH THE SAME CAN BE DISCHARGED OR ASSUMED SHOULD BE ASCERTAINED FROM THE HOLDER OF THE INDEBTEDNESS SECURED. s 8. THE LEGAL DESCRIPT ON IN THIS COMMITMENT 'IS BASED ON INFORMATION PROVIDED WITH THE APPLICATION AND THE PUBLIC RECORDS AS DEFINED IN THE POLICY TO ISSUE. THE PARTIES TO THE FORTHCOMING TRANSACTION MUST NOTIFY THE TITLE INSURANCE COMPANY RIOR TO CLOSING IF THE; DESCRIPTION DOES NOT CONFORM TO THEIR EXPECTATIONS. s NOTE 1: THE FOLLOWING MAY E USED AS AN ABBREVIATED LEGAL DESCRIPTION ON THE DOCUMENTS TO BE RECORDED TO COMPLY WITH THE REQUIREMENTS OF RCW 64.04. SAID ABBREVIATED LEGAL DESCRIPTION IS NOT A SUBSTITUTE FOR A COMPLETE LEGAL DESCRIPTION WHICH MUST ALSO APPEAR IN THE BODY OF THE DOCUMENT: POR SEQ NWQ SECTION 33-23-5. AS OF MARCH 23, 2005, THE TAX ACCOUNTS FOR SAID PREMISES ARE 332305-9009-01 AND 332305-9009-84. END OF SCHEDULE B r SHPLATB3/12-12-90/EK CHICAGO TITLE INSURANCE COMPANY AGO TITLE INSURANCE COMP/. Order No.: 1160117 SHORT PLAT CERTIFICATE SCHEDULE B Continued) EXCEPTIONS x THE FOLLOWING PARTIES HAVE BEEN SENT A COPY OF THIS COMMITMENT: BARGHAUSEN CONSULTING ENGINEERS, INC. BRENDAN T. MADDEN 2/2 NORRIS HOMES, INC. JOHN NORRIS U.S. MAIL 1/1 SHPLA7B3/I2-12-90/EK CHICAGO I I I'LE INSURANCE COMPANY O CHICAGO TITL. I . URANCE COMPANY 701 FIFTH AVENUE,#3400,SEATTLE,WA 98104 PHONE: (206)628-5623 FAX: (206)628-5657 IMPORTANT:This is not a Survey. Itj is furnished as a convenience to locate the land indicated hereon with reference to streets and other land. No liability is assumed by reason of reliance hereon. I Southeast 1/ of the Northwest 1/ of Section 33-23-5 i m - - R core. tr V VI t fi Ofli ty Ito .Dr 1 5 R TM. A? . r p a a n t H— y F1 g 12 f Y q 1\ d. . ir yC 1 N'1C M 332305 P. t a mmmc2v tines. Z 3 ono nn lot l nn ,V y I 332306. g y.I 2 N i u F,, i L g 1 111.••16 iIaIIa= 1 i] y N1 a.c 3 1 o NOJATHWESTERN GARDEN gg , I I—z ti 0 ,.. a a;.; 0Mr. P 7 TRACTS DIVA NO.8 3 IA f yam. v ii 9 E u .. ...I'.. x DAIT DID' •1 TRANS-IllFESMT. 30' man. 'k.tmvn. 1,L ,' ` emu. t.<u 01 I I MAP;R.DA/0999 x li(vef j • R£GCi.%D r C Q l' •PGE.__.____REQUEST OF i k7° iis •1 x 1998 OCT 14; Pr 11 56 g 1 t r g- a • 1 m"zV4.x° . RAZA:4, -A ''''C'' 0 KING.` l1 - _,....--a t;: 4MAILi"- - Rd.+. tiHss E: 1 iI l 1.` r cry- En J c.+t1t r,qi Q- = f. • ' i, d. Sj Statutory Warranty Deed t Leauu s it THE GRANTOR 8 CLAUDE H. HOFF AN and MARIE C. HOFFNAN, hie wife for and it:c.m-idesatinn of Ten Dollar and other valuable considerations to hand paid_c.•nye ant' '-ir•ants to HUGH S. MaoGREGOR And ROSE M. MaoGRIr7GOR, his wife thr following descrihed real estate.situated to the County of King ashington: That portion of the Southeast } of the Northwest } of Seaticn 33, Townehip 23 North, Range 5 East W.H., described D . --.-:- -• as follows: Beginning at the Southeast corner of said subdivision; thence North 1°03'l4" East, along •the Easterly. line thereof, 490 feet; thence North 8.50'00" West- 515.60 feet to the Easterly margin of the Seattle Covington Transmission Line right of way; A;, /thence South 15°22440" East, along said Easterly margin-, 509.89 m.t,,,.,,.5,. feet, more or less, to the Southerly line of said subdivision; 1RNo-t<"rNt, thence Easterly, along said Southerly line, -to the point of y beginning; EXCEPT the South 30 feet thereof. for road; situate in the County of King, State of Washington. SUBJECT TO ease- ments of record This deed ie made and delivered in fulfillment of that certain real estate contract by and between Hugh S. MacGregor and Rose M. MacGregor, his wife, ae purchasers and William•$. Bolson and Gladys M. Bolson, his wife, as sellers, dated January 21, 1956; and is. subject to any and all encumbrances arising since said date, except such as may be created by, through or under any actiof the grantor. t.. r+ ; c 5 ? d.. .& -3,1A... r, i i k 1-6 Dated this 3/ t: lay of January, 1956. Salta l+XP.1• U. 0.7a11ee v9i' c_1 Ce icd.. . . •L. •4. .t A.A. IRE MFE , Kith:COl1AiY teE.ASURER i r t - i. BY w. -_t i Y r\IT of w.\s111NG-ro i I t"minty of King on:hit day pets•mally appeared betoreI me Claude H. Hoffman and Marie C. Hoffman, wife to. the indiyittualB described in and who executed the within and f••:.e.--ng instrument .tnd they signedllthe same as their fee.•_r*! _ m;a._•__.--::-' f- herein nlenti.inedc 4 ? t rt my hand and nfftctal •al the 4' lay of January, 1956. y )(- Notary Nuhiie: in and /or the State al It athint,ton. residing at Kent 20041103001305.001 ij4 I I' 0; Il )III )/' After recording return to: thil Iiij I ill'I'I Il r fillWILLIAMF.BAGLEY SR. 0®41 I I ,ROSE M.BAGLEY 103001305.12252 SE 184TH ST P2TE Z 2a.eeRenton,WA 98058 K1 /20e4 2 9 E2081563 11/03120e4 13.14 KING COUNTTAXY, RA SALE pp;PAOE002 OF 002 Legal Description(abbreviated): Portion of Section 33,Township 23 North,Range 5 East, WM Additional Legal on page: Assessor's Tax Parcel ID#: 332305900901 65 200 i J QUIT CLAIM DEED 4' THE GRANTOR(S),RROOSLE M.BAGLEY,WHO ACQUIRED TITTLE AS ROSE M.MACGREGOR,for and in consideration of TO ESTABLISH COMMUNITY PROPERTY conveys and quit claims to WILLIAM F.BAGLEY,SR.and ROSE M.BAGLFhusband and wife the following described real estate,situated In the County of King,State f Washington,together with all after acquired title of the Grantor(s)therein: See Exhibit A attached hereto and made a part hereof. FILED FOR RECORD AT THE REQUEST OF TRANSNATiON TITLE INSURANCE CO. Dated: October 29,2004 gri- 0, /72 /-37iyROSEM.BAGLEY State of Washinat n SS: County of On this day of it , o39 b Y, ,before me personally appeared 0 g_ M F Y to me known to be the individual(s)described in and who executed the wiphhin and foregoing Instrument,and acknowledged that S Iii..2 signed the same as V)-P r free and voluntary act and deed for the uses nd purposes therein mentioned. Given under y nd and official seal the day and year last above written. lAltill Notary Publi in an fo t !Sta ofj Residing at ipry • A My Appointment expires: , 29—r5- 50 7 Ay 1 ASO 41..MO Quit Claim Deed Page 1 of 2 LPB-12(7/97) LPB-12 TRANiSNATION TITLE INSURANCE COMPANY w 20041103001305.002 Exhibit A THAT PORTION OF THE SOUTHEAST%OF THE NORTHWEST'/a OF SECTION 33,TOWNSHIP 23 NORTH,RANGE 05 EAST,W.M.,DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEAST CORNER OF SAID SUBDIVISION; THENCE NORTH 1°03'14"EAST,ALONG THE EASTERLY LINE THEREOF,490 FEET; THENCE NORTH 88°50'00"WEST 515.60 FEET TO THE EASTERLY MARGIN OF THE SEATTLE COVINGTON TRANSMISSION LINE RIGHT OF WAY; THENCE SOUTH 15°22 40"EAST,ALONG SAID EASTERLY MARGIN,509.89 FEET,MORE OR LESS, TO THE SOUTHERLY LINE OF SAID SUBDIVISION; THENCE EASTERLY ALONG SAID SOUTHERLY LINE,TO THE POINT OF BEGINNING; EXCEPT THE SOUTH 30 FEET THEREOF FOR ROAD; SITUATE IN THE COUNTY OF KING,STATE OF WASHINGTON. I r 1 Easement Jul 15-49 ' 3919394 Juan 30-49 Northwestern Inproeement Cempsuj to Puget Bound Power' & Gtgkt-Company_ Mores by a coat in writing adiapt20-t6 the grantor contracted to sell and Y to ii l line it fordo* , with other lands, the S; of I t vfs 4 of 1 Wi and Sit* of sea 33, in tap 23 x P 5 EWN ken ; and Wheres, the gr ntee has obtained a permit framed William ba. fordon to construct, operate and maintain else transaa<iesiors lines over tnd across part of sd pares Ansi desires an easement for same from he grantor; Icli th•rtore, the grantor, in consideration or th esus of *1 he receipt of which is sok died does hby permit the grantee, 11a sba o construct, operate and maintain slew transmission lines, with the Necessary poles, wires, frtr s, Inchon) and guys, to be located within her strips -of land des as follows a heWly , Sly and Ely 30ftor the SE ofNWt the Ety30ft o: the lit of VII a 6o ft strip, being 30 ft wide on each side of the fly 300 ft of the E and a eibdivieicnal center In of the Et of Mt the wly 30 ft of the Bii} of NEI also 60 ft stripe, being 30 ft de on earn side of the aentcr lines of the private roads as now onstructed over and across ad SW* of NFt and across that pert of he Ng; of $lq lying E of the Covington-Seattle power transmission ir:w right of way of the Sots4ed111e Power Adam, sit in sd sec 33; ubj , however, to an easement In thepublla for any public! roads hart• or. laid out or established, and now existing over and across any art of thepremi This grant is made upon the condition the thegra,ntee sill ;.ndemnIt- nd save harmless the pronto* from all lose srdenegc. to ' ts ppty, or he ppty of others, end from injuries to persona occasioned partly wholly, directly or indirectly , by t'.e construction , mwintenance, peration or presence of sd alet trnasieaion lines on thbreen 1W sd corp has caused thiai.ns tto be:ate audits cwp4 at fxd EoVthweatern Improvement Company by; J.li. Poore • pres rp a ,et peat d K Nachald? esec Puss/ Co Minn Jun 21--49 by J.E. r vv pre of ed r'orp (ci ) hef 4 .R . e1snberg np for Minn rem et — (ne Aug 5-54)• Easement Feb 3-54 4416152 Feb 3--54 $1.44 & ve x by 'William W. Gorden am Gladys F. Wass, hus&wf tkt the unierskgied are tke owners of the fk des pram sit in kcw; Ptns of the NWT- of the .NE} of sec 33-214 ewm. , 4nd wdras the nadersUned a dor t o establi}; l An easement for roadway 60 ft in widthi sec 33-23-5 own. beigg 30 ft en each side of the rig lea ent er in; Baap on the Center Ills of SE 184th St as ekown am the plat of Northwestern Garden Tracts Div/ No. 6 vol 46 plats pg 100 kcw; sd pt being N 88S 5Ot11"111hte the center of ad sec 33; th N 1'03 14" E alg the N and S center In of ad sec 33 a dist of 709.0 ft to a pt wch fur refe.eace purposesaddeN is anddSsc nlntteera1ne619.53 ft tothe Cont NNE•nor of4the SEt of the NWi of sd sec 33; th N 17.26'46" W 95.56 ft th 1°1 ,46 W 150 tt th t1 1 ' 46" w 1N ft th N S 20'14 E 2.0• ft th N 33 ;1146 w 75 f t; th N 76 31 t 46" w 75.01 ft th S 79'58 t 14" w 636.79 ft to inter- sect tke Ely A. oftko Covington Seattle Transmiasioa la right of way, also, t oont i.s2 i/ 4416l52 iiehig at the abv desiganted $Ma Point A*" and r nniug Vh S 8 `42'26" E 750.0 ft th N 44'23'34" E 887. 95 ft to int- ersect Moo N 1n of the SFt of the NEt of ad sec 33 wi the SW1y In of the Covitagtoa --Re ton Transmission la lit. 1 right of way; all sit in kcw;, Now therefore the undersigned de hrby create a pertetual, easement ever and across the abv des 60 ft strip of land for read purposes, such asement t to be perpetual and to be appurtenant to any is tract of land bordering or incl ad 60 ft strip and to be binding upt1 the fp and all future owners tlu of tittir s and a. xcan Ok ml to Lowell ) . Palmerton 10720 :.tole Are city gde a, J a+1` 1 r ? . 1 1 a g d :c x Y t .' 154 rr s . r }sl a+-- , t--,1-?,. •441- 4. sry 11 .: YftilyyF,.- . ., .,::n..•'r, .J4'.' s z, 4. J..SM,J...- S:J R•"4rTi'-rF.ex..V- ..• v • • • 7.. I r: S EMENT z r. FOR P V' T ILE CCNSID ATION, '•oiILLIAM :Y. andGCrc.g f• GLADYS. F. .GCRDCN, his wffe, h .. aATral DISTRICT NC. 58, KING C'r:UNT'j, ASHINGTCN, a municipal corporation, n easement to mainta r. and -•epalr.a .aatermain and appurtenances in the followin! t descrit- d proms ":'1, to-1':it .. V.i:- The clstl ?C feet in width of the north r45 feet. _ . ss.measured along the east line, cf the Northers* s r.. i' uarter 'of the Snuthwest quarter rf ;section 3 Townshir.I >1 i:ort!:, ?ante 5 East. .i.:.; mhe •.out.lh •C Feet of '-),at portion of the South- l lr- ^! rdu''Jrt."+ —r the Northwest Quarter rf Section. P Township 23 1'fcr`.f, .fiance 5 ilast : .f1., v:Fl ch liec'eister': er the Covington -.1tt7 e Tr-rr^ m1^"•Sc.,~ 1.1n_ art-.h'- of way,r,, LT. -itulatc:' 1• Fl•nr- County, 'State sr .:ashinoton AT7.1` eri. (O cI 1; nf J rnuar;;, l957. 1/4'•t;&-Zr: C 7.iii /.; k/ . • '.'-'•••:-. 11-1,I Jl" .W G OF.DOR 9. I j-14 "'"' t° 3 ORDON 1 STATE OF '.IASHINGTON ) r SS 4._ . COUNTY .OF - X I NI d ) On this day personally appeared before aye WILLIAM•W._ • V-''>.:•!: z - GORDON:and corks! F. GORDON,' his..mitiii,:to• me known to be tlie•<.iaa- ,' 'n..,rr`dtvittna .,deboi'ibed in.,end=who •atac'••- :e' . *Cie:2•wi-,thi i aisd Loire niiig:,. a'•V s3-•fit°;. :Wia! a{oknwo,1ed'-adw'eha Et,. b' :s-. r:• *dd•;-`t .a 'atis:th_eirs.'.-=:. .}, .N:,. r t act an d` :... f`.' :•'a i, y F A f. -f• i <a daw:a:h _ Vg ° t -s}y 1 c 7rt"` r i tv if r., - >%,>~•? . y,,. J4 . tir1' ' vk n .0Pri &J ,i .ssr 5 ' •YZ t',19•-• ' + f e 3.a r yeP xl i Zt • A ` 9}r s y r? rTr? tit r z :" . `t 4VAaaT 21' 1'T:.R `, . r ; ' e y A 0,..`1 CrG µ 010t Y 3 f 1.. j', ritt3651. ma550 i 4771296 1 ti r. ••• ,a.. . r h--,ice ----a u.`_.... _:... CIR717 r.L _f, I .I j ; n thir rl:i_ ,r. .n.. '''. -r.T•__.. -. !. .ferc m:; '.:I?. TA,. . GCRU('. 4nd LADY ,i SC?! hs:. ::1 fc• t o rr ' knn::n tom. I-c the in a 1.VIdual5 del crib '! 1' Inca .:h_) •'.?cute-. the wl.thin and 'lore -o1 nr 1:;3trumcnt•, r.nd •iCkn^'-.1ecirnc'l t.h it. they =.igne`t the r ime their • free and olunt.r act ::n`! -',-.ed, for the uses end purposes therein mentioned. 1 GIVEN tinder m; hand and seal this /V day of January, J'::I Notary... •. :,,, ' : '..`•.nd for' the State f ti of Waahin tah : gyres ding at'Seattle ' ct l 4 20041118000987.001 i, ,tllilII1W 20041118000987 TICOR NATIONAL OSS 23.00 RETURN ADDRESS PAGE001 OF 004 I1/1E/2004 10:31 KING COUNTY, UA Robin Root James do John L.Scott 20632 108th Avenue SE Kent, WA 98031 I Please print neatly or type information Document Title: TICOR TALE jo3-I0290Z- I King County Form--Seller's Notice of On-Site Sewage System Operation and Maintenance Requirements O Reference Number(s)of Related Documents: none Additional Reference#s on page n.a. Grantor(s) (Last,First,and Middle Initial) Bagley Sr., William F. Bagley,Rose M. Additional Grantors on page n.a. Grantee(s) (Last,First,and Middle Initial) THE PUBLIC Legal Description (abbreviated form:lot,block,plat or section,township,range, quarter/quarter) see attached Legal Description titled"Schedule A Continued" Nam '/N Sew 3 172 N` 05E— Additional legal is on page 1 Assessor's Property Tax Parcel/Account Number 3323059009 Additional parcel#s on page n.a. I The Auditor/Recorder will rely on the information provided on this form. The staff will not read the documents to verify the accuracy on completeness of the indexing information provided herein. I 20041118000987.002 NWMES Form 22U Copyright 2003 Sellers Notice of OSS Northwest Multiple Listing Service Rev_3f03 ALL RIGHTS RESERVED Page 2 of 3 KING COUNTY FORM- SELLER'S NOTICE OF ON-SITE SEWAGE SYSTEM OPERATION AND MAINTENANCE REQUIREMENTS Assessor's Tax Parcel ID#: 3323059009 1. Seller is the owner of real property within King County,which is legally described as follows: see attached Legal Description titled "Schedule A Continued" 2. The above-described real property Is served by an on-site sewage system("OSS"). 3. The Code of the King County I3oard of Health,Section 13.p0.005 establishes certain respon- sibilities of the OSS owner with respect to the operation ar?d maintenance of an On-site Sewage System,as follows: A. The OSS owner is responsible for the continuous projer operation and maintenance of the OSS,and shall: 1. Determine the level of solids and scum in the septic tank at least once every three(3)years for residential system with no garbage grinder and once every year If a garbage grinder is installed and, unless otherwise provided in writing by the health officer, once every year for commercial systems. 2. Employ an approved pumper to remove the septag from the tank when the level of solids and scum indicates that removal is necessary. 3. Cause preventive maintenancelsystem performan a monitoring inspections to be conducted and any indicated seivice to be performed by an a proved person at a minimum frequency in accordance with Table 13.60-1 unless otherwis established by the health officer or the sewage review committee. 4. Operate and maintain all OSS in accordance with t is title,with pertinent alternative system guidelines issued by the-DOH[State of Washington Department of Health]and with the approved OSS owner's operating and maintenance instruction manual. 5. Protect the OSS area including the reserve,area-from: a. Cover by structures or impervious material; b. Surface drainage; c. Soil compaction,for example, by vehicular traffic or livestock;and d. Damage by soil removal and grade alteration. 6. Maintain the flow of sewage to the OSS at or below the approved design both in quantity and waste strength. 7. Direct drains, such as footing of roof drains away from the area where the OSS is located. 20041118000987.0031. e' NWMLS Form 22U Copyright 2003 Sellers Notice of OSS Northwest Multiple Listing Service Rev.3103 ALL RIGHTS RESERVED Page 3 of 3 KING COUNTY FORM - SELLER'S NOTICE OF ON-SITE SEWAGE SYSTEM ., OPERATION AND MAINTENANCE REQUIREMENTS B. The owner shall not allow: 1. Use or introduction of strong bases,strong acids or organic solvents into an OSS for the purpose of system cleaning; 2. Use of a sewage system additives unless it is specifically approved by the DOH;or 3. Use of an OSS.to dispose of waste components atypical of residential wastewater,for example,but not limited to,petroleum products,paints,solvents,or pesticides. 4. Note about Operation and Maintenance Program Fee: Rules and Regulations 02-01,amendment to the Code of the King County Board of Health, states, "At the time of sale or transfer of property ownership,the buyer or transferee of a property served by an OSS shall forward to the health officer a fee as set forth in the fee schedule and submit a signed copy of the notice on title as set forth in Section 13.56.054A." This fee is$40.00 per the Rules and Regulations 02-01, effective June 17,2002. Jig Lill i /14 RA2 d/ Seller Date Seller Date STATE OF WASHINGTON ) ss: COUNTY OF NG tl()Vit I_ ,, On this (D day of Id-e -/ WO before me personally 0ihigte,u4...... month) y ar). appeared W 1l/a A F and to me known to be the individual(s)describ herand who executed the foregoing instrument a /her/their free and voluntary act and deed for the uses. an purposes rein stated. Given under my hand and official seal this day of:- mon Yea ) I Print Name: 1(-)-I Ik b 10646,41.4116.40411.4.00,46,0,46*.4 NOTARY PUBLIC in and for tCe State of 0 I 1 Washington, Residing at: r'_t\ Notary Public J/nStateofWigMTpq ngton M My Appointment Expires: t U i 'aW v . I ALMA KOBET8 I My Appointment Expires Feb 18,2006 0 20041118000967_004 I Commitment No.8340902-1 LEGAL DESCRIPTION SCHEDULE A CONTINUED The land referred to in this Commitment is described as follows: That portion of the southeast quarter of the northwest quarter of Section 33,Township 23 north, Range 5 east,W.M., in King County,Washington,described as follows: Beginning at the southeast corner of said subdivision; thence north 1°03'14"east,along the easterly line thereof,400 feet; thence north 88°50 00"%est 515.80 feet to the easterly margin of the Seattle Covington transmission line right of way; thence south 15°22'40"east, along said easteriy margin,500.80 feet, more or less,to the southerly lineofsaidsubdivieion: thence easterly along said southerly line,to the point of beginning; EXCEPT the south 30 feet thereof for road. T r 20041103001306.001 After Recording Return To: EVERGREEN MONEYSOEJRCE MOR`IGAC amPiazt 3001 112111 AVENUE NE, SUITE 200 BELLEVUE, SHINGION 98004W 20041103001306 TRANSNATION TI DT 35•00 PAGE881 OF 916 11/03/2004 13:19 KING COUNTY. WA COUNTY WpKIftti IS.ace Above This Line For Recording Data) C5 Loan Number: 04207 I DEED OF TRUST MIN: 1000235-0000007057-3 1.P11 Grantor(s)(Last name first, then first name and initials): QQQQ 1. -BAGLEY, SR. , WILLI F. 2. BAGLEY, ROSE M. . 3. 4. 5. 6. Additional names on page of document. Grantee(s)(Last name first,then first e and initials): 1. MORTGAGE LECTRONICREGISTRATION SYSTEMS, INC. , (MERS) 2. afG-eF9 l fiAte(0D7) 3. 4. 5. 6. Cl Additional names on page of document. Legal Description(abbreviated: i.e.,lot,block,plat or section, township,range): PORTION OF SECTION 33, TOWNSHIP 23 NORTH, RANGE 5 EAST, WM FILED FOR RECORD Al THE REQUEST OF TRANSNATION TITLE INSURANCE CO. Full legal description on page 3 of document. Assessor's Property Tax Parcel(s)or(Account Number(s): 332305900901, 332305900984 Reference Number(s)Assigned or Released: El Additional references on page of document. WASHINGTON--Single Family DocMagIcenor. 800-649-1362FannieMae/Freddie Mac UNIFORM INSTRUMENT•MERS www.docmagic.comForm30481/01 Page 1 of 15 W,3043.mzd-t.t, 20041103001306:002 r it DEFINITIONS Words used in multiple sections of this document are defined below and other words are defined in Sections 3, 11, 13,18,20 and 21. Certain rules regarding the usage of words used in this document are also provided in Section 16. w A) "Security Instrument"means this document,which isdated OCTOBER 26, 2004 ,together with all Riders to this document. B) "Borrower"is WILLIAM F. BAGLEY, SR. AND ROSE M. BAGLEY, HUSBAND AND WIFE Borrower is the trustor under this Security Instrument. C) "Lender"is EVERGREEN MONEYSOURCE MORTGAGE COMPANY Lender is a WASHINGTON CORPORATION organized and existing under the laws of WASHINGTON Lender's address is 3 0 01 112 TTH AVENUE NE, SUITE 2 0 0, BELLEVUE, WASHINGTON 98004 D)- "Trustee"is TRANSNATION TITLE INSURANCE COMPANY 14450 NE 29TH PLACE STE. #200, BELLEVUE, WASHINGTON 98007 E) "MERS"is Mortgage Electronic Registration Systems, Inc. MERS is a separate corporation that is acting solely as a nominee for Lender and Lnder's successors and assigns. MERS is the beneficiary under this SecurityInstrument. MERS is organized and existing under the laws of Delaware,and has an address and telephone number of P.O.Box 2026,Flint,MI 48501-2026, tel.(888) 679-MERS. F) "Note"means the promissory note signed by Borrower and dated OCTOBER 2 6, 2 0 04 The Note states that Borrower owes Lender TWO HUNDRED EIGHTY-THREE THOUSAND FIVE HUNDRED AND 0 0/1J 0 0 Dollars(U.S.$ 2 8 3,5 00.0 0 plus interest. Borrower has promised to pay this debt in regular Periodic Payments and to pay the debt in full not later thanNOVEMBER1, 2034 G) "Property"means the property that is described below under the heading"Transfer of Rights in the Property."H) "Loan"means the debt evidenced by the Note,plus interest,any prepayment charges and late charges due under the Note, and all sums due under this Security Instrument, plus interest. I) "Riders"means all Riders to this Security Instrument that are executed by Borrower. The following RidersaretobeexecutedbyBorrower[chec box as applicable]: Adjustable Rate Rider Condominium Rider er Second Home Rider Balloon Rid Planned Unit Development Rider Other(s) [specify] 1-4 Family Rider Biweekly Payment Rider 1) "Applicable Law"means all controlling applicable federal,state and local statutes,regulations,ordinances and administrative rules and orders(that have the effect of law)as well as all applicable final,non-appealable judicialopinions. K) "Community Association Dues,Fees,and Assessments"means all dues, fees,assessments and other charges that are imposed on Borrower or the Property by a condominium association, homeowners association or similar organization. WASHINGTON--Single Family DocMagicen.vrina 8GO-6491362FannieMae/Freddie Mac UNIFORM INSTRUMENT-MERS www.docmagic.comForm30481/01 Page 2 of 15 wa3045.rtzua2.km 20041103001306.003 L) "Electronic Funds Transfer"means any transfer of funds,other than a transaction originated by check,draft, or similar paper instrument,which is initiated through an electronic terminal,telephonic instrument,computer,or magnetic tape so as to order, instruct, or authorize a financial institution to debit or credit an account. Such term includes,but is not limited to,poirft-of-sale transfers, automated teller machine transactions, transfers initiated by telephone,wire transfers,and automated clearinghouse transfers. M) "Escrow Items"means thosell items that are described in Section 3. Miscellaneous Proceeds"means any compensation,settlement,award of damages, or proceeds paid by any third party(other than insurance proceeds paid under the coverages described in Section 5) for:(i)damage to, or destruction of,the Property;(ii)condemnation or other taking of all or any part of the Property;(iii)conveyance in lieu of condemnation;or(iv)misrepresentations of,or omissions as to, the value and/or condition of the Property.0) "Mortgage Insurance"means insurance protecting Lender against the nonpayment of,or default on,the Loan. P) "Periodic Payment"means the regularly scheduled amount due for(i)principal and interest under the Note, plus(it)any amounts under Section)3 of this Security Instrument. Q) "RESPA"means the Real Estate Settlement Procedures Act(12 U.S.C. §2601 et seq.) and its implementing regulation,Regulation X(24 C.P. Part 3500), as they might be amended from time to time, or any additional or successor legislation or regulation that governs the same subject matter. As used in this Security Instrument, RESPA"refers to all requirements and restrictions that are imposed in regard to a"federally related mortgage loan" even if the Loan does not qualify as a "federally related mortgage loan"under RESPA. R) "Successor in Interest of Boitfrower"means any party that has taken title to the Property,whether or not that party has assumed Borrower's obligations under the Note and/or this Security Instrument. TRANSFER OF RIGHTS IN THE PROPERTY The beneficiary of this Security Instrument is MERS (solely as nominee for Lender and Lender's successors and assigns)and the successors and assigns of MERS. This Security Instrument secures to Lender: ()the repayment of the Loan, and all renewals, extensions and modifications of the Note; and (ii) the performance of Borrower's covenants and agreements under this§ecurity Instrument and the Note. For this purpose,Borrower irrevocably grantsandconveystoTrustee, in trust, with power of sale, the following described property located in the COUNTY of KING Type of Recording)urisdition] Name of Recording Jurisdiction) LEGAL DESCRIPTION ATTACHED HERETO AND MADE A PART THEREOF.A.P.N. #: 332305900901, 332305900984 which currently has die address of 12252 SOUTHEAST 184TH STREET Street] RENTON Washington 98 05 8 ("Property Address"): City] Zip Code] WASHINGTON—Single Family egeartrmzFannieMae/Freddie Mac UNIFORM INSTRUMENT MERS DocMagfci 649 1'3e2 Form 3048 1/01 tnrvvw.docmagic.com Page 3 of 15 w83o4s.,ata.3.tem 20041103001306.004 TOGETHER WITH all the improvements now or hereafter erected on the property, and all easements, appurtenances,and fixtures now or hereafter a part of the property. All replacements and additions shall also be covered by this Security Instrument. All of the foregoing is referred to in this Security Instrument as the"Property." Borrowerunderstands and agrees that MERS holds only legal title to the interests granted by Borrower in this Security Instrument,but,if necessary to comply with law or custom,MERS(as nominee for Lender and Lender's successors and assigns)has the right:to exercise any or all of those interests,including,but not limited to,the right to foreclose and sell the Property;and to take any action required of Lender including,but not limited to,releasing and cancelingthisSecurityInstrument. BORROWER COVENANTS that Borrower is lawfully seised of the estate hereby conveyed and has the right to grant and convey the Property and that the Property is unencumbered, except for encumbrances of record. Borrower warrants and will defend generally the title to the Property against all claims and demands,subject to any encumbrances of record. THIS SECURITY INSTRUMENT combines uniform covenants for national use and non-uniform covenants with limited variations by jurisdiction to constitute a uniform security instrument covering real property. UNIFORM COVENANTS. Borrower and Lender covenant and agree as follows: 1. Payment of Principal,Interest,Escrow Items,Prepayment Charges,and Late Charges. Borrowershallpaywhenduetheprincipalof,and interest on,the debt evidenced by the Note and any prepayment charges and late charges due under the Note. Borrower shall also pay funds for Escrow Items pursuant to Section 3. Payments due-under the Note and this Security Instrument shall be made in U.S. currency. However,if any check or other instrument received by Lender as payment under the Note or this Security Instrument is returned to Lender unpaid, Lender may require that any or all subsequent payments due under the Note and this Security Instrument be made in one or more of the following forms,as selected by Lender:(a)cash;(b)money order;(c)certified check,bank check, treasurer's check or cashier's check,provided any such check is drawn upon an institution whose deposits are insured by a federal agency,instrumentality, or entity;or(d)Electronic Funds Transfer. Payments are deemed received by Lender when received at the location designated in the Note or at such other location as may be designated by Lender in accordance with the notice provisions in Section 15. Lender may return any payment or partial payment if the payment or partial payments are insufficient to bring the Loan current. Lender may accept any payment or partial payment insufficient to bring the Loan current, without waiver of any rights hereunder or prejudice to its rights to refuse such payment or partial payments in the future, but Lender is not obligated to apply such payments at the time such payments are accepted. If each Periodic Payment is applied as of its scheduled due date,then Lender need not pay interest on unapplied funds. Lender may hold such unapplied funds until Borrower makes payment to bring the Loan current. If Borrower does not do so within a reasonable period of time,Lender shall either apply such funds or return them to Borrower. If not applied earlier, such funds will be applied to the outstanding principal balance under the Note immediately prior to foreclosure. No offset or claim which Borrower might have now or i i the future against Lender shall relieve Borrower from making payments due under the Note and this Security Instrument or performing the covenants and agreements secured by this SecurityInstrument. 2. Application of Paymen or Proceeds. Except as otherwise described in this Section 2,all payments accepted and applied by Lender shall be applied in the following order of priority: (a)interest due under the Note;Is b)principal due under the Note; (c)amounts due under Section 3. Such payments shall be applied to each Periodic Payment in the order in which it became due. Any remaining amounts shall be applied first to late charges,second to any other amounts due under this Security Instrument,and then to reduce the principal balance of the Note. If Lender receives a,payment from Borrower for a delinquent Periodic Payment which includes a sufficient amount to pay any late charge due, the payment may be applied to the delinquent payment and the late charge. If more than one Periodic Payment is outstanding, Lender may apply any payment received from Borrower to the repayment of the Periodic Payments if, and to the extent that,each payment can be paid in full. To the extent that WASNINGTON--Single Family DacMagicC,' ¢as 800-649-1362FannieMae/Freddie Mac UNIFORM INSTRUMENT-MERS www.docmagic.con,Form 3048 1/01 Page 4 of 15 Wa3O4$.mrd.4.tem 20041103001306.005 any excess exists after the payment is applied to the full payment of one or more Periodic Payments,such excess maybeappliedtoanylatechargesdue. Vohmtary prepayments shall.be applied first to any prepayment charges and then as described in the Note. Any application of payments i insurance proceeds,or Miscellaneous Proceeds to principal due under the Note shall not extend or postpone the due date,or change the amount,of the Periodic Payments. 3. Funds for Escrow Item. Borrower shall pay to Lender on the day Periodic Payments are due under the Note,until the.Note is paid in ful,a sum(the"Funds')to provide for payment of amounts due for:(a)taxes and assessments and other items which can attain priority over this Security Instrument as a lien or encumbrance on the Property; (b)leasehold payments or ground rents on the Property,if any; (c)premiums for any and all insurancerequiredbyLenderunderSection5;and(d)Mortgage Insurance premiums,if any,or any sums payable by Borrower to Lender in lieu of the payment of Mortgage Insurance premiums in accordance with the provisions of Section 10.These items arc called"Escrow Items." At origination or at any time during the term of the Loan,Lendermay requirethatCommunityAssociationDues,Fees,and Assessments,if any,be escrowed by Borrower,and such dues,fees and assessments shall be an Escrow Item. Borrower shall promptly furnish to Lender all notices of amounts to be paidunderthisSection. Borrower shall pay Lender the Funds for Escrow Items unless Lender waives Borrower's obligation to pay the Funds for any nr all Escrow Items. Lender may waive Borrower's obligation to pay to LenderFundsforanyorallEscrowItemsatianytime. Any such waiver may only be in writing. In the event of such waiver, Borrower shall pay directly,when and where payable,the amounts due for any Escrow Items for which payment of Funds has been waived by Lender and,if Lender requires,shall furnish to Lender receipts evidencing such payment within such time period as Lender may require. Borrower's obligation to make such payments and to provide receiptsshallforallpurposesbedeemedtobpyacovenantandagreementcontainedinthisSecurityInstrument,as the phrasecovenantandagreement"is used in Section 9. If Borrower is obligated to pay Escrow Items directly,pursuant to a waiver,and Borrower fails to pay the amount due for an Escrow Item,Lender may exercise its rights under Section 9 and pay such amount and Borrower shall then be obligated under Section 9 to repay to Lender any such amount. Lender may revoke the waiver as to any or all Escrow Items at any time by a notice given in accordance with Section 15 and,upon such revocation,Borrower shall pay to Lender all Funds,and in such amounts,that are then required i*ndpr this Section 3. Lender may,at any time,collect and hold Funds in an amount(a)sufficient to permit Lender to apply the FundsatthetimespecifiedunderRESPA,and(b)not to exceed the maximum amount a lender can require under RESPA. Lender shall estimate the amount of Funds due on the basis of current data and reasonable estimates of expendituresoffutureEscrowItemsorotherwisejirraccordancewithApplicableLaw. The Funds shall be held in an nstitution whose deposits are insured by a federal agency,instrumentality,or entity (including Lender,if Lender is an institution whose deposits are so insured) or in any Federal Home Loan Bank. Lender shall apply the Funds to pay the Escrow Items no later than the time specified under RESPA. Lender shall not charge Borrower for holding and applying the Funds,annually analyzing the escrow account, or verifying the Escrow Items,unless Lender pays Borrower interest on the Funds and Applicable Law permits Lender to make such a charge. Unless an agreement is made in writing or Applicable Law requires interest to be paid on the Funds, Lender shall not be required to pay Borrower any interest or earnings on the Funds. Borrower and Lender can agree in writing,however, that interest shall be paid on the Funds. Lender shall give to Borrower, without charge,an annual accounting of the Funds as required by RESPA. If there is a surplus of Funds held in escrow, as defined under RESPA,Lender shall account to Borrower for the excess funds in accordance with RESPA. If there is a shortage of Funds held in escrow,as defined under RESPA, Lender 01a11 notify Borrower as required by RESPA,and Borrower shall pay to Lender the amount necessary to make up the shortage in accordance with 1ESPA,but in no more than 12 monthly payments. If there is a deficiency of Funds held in escrow,as defined under RESPA,Lender shall notify Borrower as required by RESPA,and Borrower shall pay to Lender the amount necessary to make up the deficiency in accordance with RESPA,but in no more than 12 monthly payments. WASHINGTON Single Family DocMaglc efROTATIZ 800-649-1352FannieMae/Freddie Mac UNIFORM INSTRUMENT-MERS www.docmagic.comForm30481/01 Page 5 of 15 Wa3O48.mrd.5.tn 20041103001306.006 Uponpayment in full of all sums secured by this Security Instrument,Lender shall promptly refund to Borrower any Funds held by Lender. 4. Charges;Liens. Borrower shall pay all taxes,assessments,charges,fines,and impositions attributable to the Property which can attain priority over this Security Instrument,leasehold payments or ground rents on the Property,if any,and Community 4sociation Dues,Fees,and Assessments,if any. To the extent that these items are Escrow Items,Borrower shall pay them in the manner provided in Section 3. Borrower shall promptly discharge any lien which has priority over this Security Instrument unless Borrower: a)agrees in writing to the payment Pf the obligation secured by the lien in a manner acceptable to Lender,but only so long as Borrower is performing such agreement; (b) contests the lien in good faith by, or defends against enforcement of the lien in,legal proceedings which in Lender's opinion operate to prevent the enforcement of the lien while those proceedings are pending,but only until such proceedings are concluded; or(c)secures from the holder of the lien an agreement satisfactory to Lender subordinating the lien to this Security Instrument. If Lender determines that any part of the Property is subject to a lien which can attain priority over this Security Instrument, Lender may give Borrower a notice identifying the lien. Within 10 days of the date on which that notice is given, Borrower shall satisfy the lien or take one or more of the actions set forth above in this Section 4. Lender may require Borrower to pay a one-time-charge for a real estate tax verification and/or reporting service used by_Lender in connection with this Loan. 5. Property Insurance. Borrower shall keep the improvements now existing or hereafter erected on the Property insured against loss by fire hazards included within the term."extended coverage,"and any other hazards including,but not limited to,earthquakes and floods,for which Lender requires insurance. This insurance shall be maintained in the amounts (including deductible levels)and for the periods that Lender requires. What Lender requires pursuant to the preceding sentences can change during the term of the Loan. The insurance carrier providing the insurance shall be chosen by Borrower subject to Lender's right to disapprove Borrower's choice,which right shall not be exercised unreasonably. Lender may require Borrower to pay,in connection with this Loan,either:(a)a one- time charge for flood zone determination,certification and tracking services;or(b)a one-time charge for flood zone determination and certification services and subsequent charges each time remappings or similar changes occur which reasonably might affect such determination or certification. Borrower shall also be responsible for the payment of any fees imposed by the Federal Emergency Management Agency in connection with the review of any flood zone determination resulting from an objection by Borrower. If Borrower fails to maintain any of the coverages described above,Lender may obtain insurance coverage,at Lender's option and Borrower's expense. Lender is under no obligation to purchase any particular type or amount of coverage. Therefore, such coverage shall cover Lender,but might or might not protect Borrower, Borrower's equity in the Property,or the contents of the Property,against any risk,hazard or liability and might provide greater or lesser coverage than was previously in effect. Borrower acknowledges that the cost of the insurance coverage so obtained might significantly exceed the cost of insurance that Borrower could have obtained- Any amounts disbursed by Lender under this Section 5 shalI become additional debt of Borrower secured by this Security Instrument. These amounts shall bear interest at the Note rate from the date of disbursement and shall be payable,with such interest, upon notice from Lender to Borrower requesting payment. All insurance policies required by Lender and renewals of such policies shall be subject to Lender's right to disapprove such policies,shall include a standard mortgage clause,and shall name Lender as mortgagee and/or as an additional loss payee. Lender shall have the right to hold the policies and renewal certificates. If Lender requires, Borrower shall promptly give to Lender all receipts of paid premiums and renewal notices. If Borrower obtains any form of insurance coverage,not otherwise required by Lender,for damage to,or destruction of,the Property, such policy shall include a standard mortgage clause and shall name Lender as mortgagee and/or as an additional loss payee. In the event of loss,Borrower shalI give prompt notice to the insurance carrier and Lender. Lender may make proof of loss if not made promptly by Borrower. Unless Lender and Borrower otherwise agree in writing, any WASHINGTON--Single Family DocMagiceirremais 800649-7362FannieMae/Freddie Mac UNIFORM INSTRUMENT-MERS www.docmagic.comForm30481/01 Page 6 of 15 Wo3048.mzd.6.iyn 20041103001306.007 t , insurance proceeds,whether or not e underlying insurance was required by Lender,shall be applied to restoration or repair of the Property,if the restoration or repair'is-economically feasible and Lender's security is not lessened. During such repair and restoration period,Lender shall have the right to hold such insurance proceeds until Lender has had an opportunity to inspect such Property to ensure the work has been completed to Lender's satisfaction, provided that such inspection shall be undertaken promptly. Lender may disburse proceeds for the repairs and restoration in a single payment or in a series of progress payments as the work is completed. Unless an agreement is made in writing or Applicable Law requires interest to be paid on such insurance proceeds, Lender shall not be required to pay Borrower any interest or earnings on such proceeds. Fees for public adjusters,or other third parties, retained by Borrower shall not be paid out of the insurance proceeds and shall be the sole obligation of Borrower. If the restoration or repair is not economically feasible or Lender's security would be lessened,the insurance proceeds shall be applied to the sums secured by this Security Instrument,whether or not then due,with the excess,if any,paid to Borrower. Such insurance proceeds shall be applied in the order provided for in Section 2. If Borrower abandons the Property, Lender may file,negotiate and settle any available insurance claim and related matters, If Borrower does not respond within 30 days to a notice from Lender that the insurance carrier has offered to settle a claim, then Lender may negotiate and settle the claim. The 30-day period will begin when the notice is given. In either event,or if Lender acquires the Property under Section 22 or otherwise,Borrower hereby assigns to Lender(a)Borrower's rights to any insurance proceeds in an amount not to exceed the amounts unpaid under the Note or this Security Instnnment,and(b)any other of Borrower's rights(other than the right to any refund of unearned premiums paid by Borrower)under all insurance policies covering the Property,insofar as such rights are applicable to the coverage of the Property. Lender may use the insurance proceeds either to repair or restore the Property or to pay amounts unpaid under the Note or this Security Instrument,whether or not then due. 6. Occupancy. Borrower occupy,establish,and use the Property as Borrower's principal residence within 60 days after the execution of is Security Instrument and shall continue to occupy the Property as Borrower's principal residence for at least one year after the date of occupancy,unless Lender otherwise agrees in writing,which consent shall not be unreasonably withheld,or unless extenuating circumstances exist which are beyond Borrower's control. 7. Preservation,Maintenance and Protection of the Property;Inspections. Borrower shall not destroy,damage or impair the Property,allow the Property to deteriorate or commit waste on the Property. Whether or not Borrower is residing in the Property,Borrower shall maintain the Property in order to prevent the Property from deteriorating or decreasing in value due to its condition. Unless it is determined pursuant.to Section 5 that repair or restoration is not economically feasible, Borrower shall promptly repair the Property if damaged to avoid further deterioration or damage. If insurance or condemnation proceeds are paid in connection with damage to,or the takingof, the Property, Borrower shall be responsible for repairing or restoring the Property only if Lender has released proceeds for such purposes. Lender may disburse.proceeds for the repairs and restoration in a single payment or in a series ofprogress payments as the work is completed. If the insurance or condemnation proceeds are not sufficient to repair or restore the Property,Borrower is not relieved of Borrower's obligation for the completion of such repair or restoration. Lender or its agent may make reasonable entries upon and inspections of the Property. If it has reasonable cause,Lender may inspect the interior of the improvements on the Property. Lender shall give Borrower notice at the time of or prior to such an interior inspection specifying such reasonable cause. 8. Borrower's Loan Application. Borrower shall be in default if,during the Loan application process, Borrower or any persons or entities acting at the direction of Borrower or with Borrower's knowledge or consent gave materially false, misleading, or inaccurate information or statements to Lender(or failed to provide Lender with material information) in connection with the Loan. Material representations include, but are not limited to, representations concerning Borrowers occupancy of the Property as Borrower's principal residence. 9. Protection of Lender's Interest in the Property and Rights Under this Security Instrument. If(a) Borrower fails to perform the covenants and agreements contained in this Security Instrument, (b) there is a Iegal WASHINGTON—Single Family DocMaglc tartar= 800-649-7362FannieMae/Freddie Mac UNIFORM INSTRUMENT-MERS www.docmagic.coin•Form 3048 1/01 I Page 7 of 15 wuwae.mzti.Ien 20041103001306.008 proceeding that might significantly affect Lender's interest in the Property and/or rights under this Security Instrument " such as a proceeding in bankruptcy,probate,for condemnation or forfeiture,for enforcement of a lien which may attain priority over this Security Instrument or to enforce laws or regulations), or(c)Borrower has abandoned the Property,then Lender may do and pay for whatever is reasonable or appropriate to protect Lender's interest in the Property and rights under this Security Instrument,including protecting and/or assessing-the value of the Property, and securing and/or repairing the Property. Lender's actions can include,but are not limited to:(a)paying any sums secured by a lien which has priority over this Security Instrument;(b)appearing in court;and(c)paying reasonable attorneys'fees to protect its interest in the Property and/or rights under this Security Instrument,including its secured position in a bankruptcy proceedingL Securing the Property includes,but is not limited to,entering the Property to make repairs,change locks,replace or board up doors and windows,drain water from pipes,eliminate building or other code violations or dangerous conditions,and have utilities turned on or off. Although Lender may take action under this Section 9,Lender does not have to do so and is not under any duty or obligation to do so. It is agreed that Lender incurs no liability for not taking any or all actions authorized under this Section 9. Any amounts disbursed by Lender under this Section 9 shall become additional debt of Borrower secured by this Security Instrument. These amounts shall bear interest at the Note rate from the date of disbursement and shall be payable, with such interest,upon notice from Lender to Borrower requesting payment. If this Security Instrument is on a leasehold, Borrower shall comply with all the provisions of the lease. If Borrower acquires fee title to the Property,the leasehold and the fee title shall not merge unless Lender agrees to the merger in writing. 10. Mortgage Insurance. If Lender required Mortgage Insurance as a condition of making the Loan, Borrower shall pay the premiums required to maintain the Mortgage Insurance in effect. .If, for any reason, the Mortgage Insurance coverage required by Lender ceases to be available from the mortgage insurer that previously provided such insurance and Borrower was required to make separately designated payments toward the premiums for Mortgage Insurance,Borrower shall pay the premiums required to obtain coverage substantially equivalent to the Mortgage Insurance previously in effect,at a cost substantially equivalent to the cost to Borrower of the Mortgage Insurance previously in effect, fron,I an alternate mortgage insurer selected by Lender. If substantially equivalent Mortgage Insurance coverage is not vailablc,Borrower shall continue to pay to Lender the amount of the separately designated payments that were due when the insurance coverage ceased to be in effect. Lender will accept,use and retain these payments as a non-refundable loss reserve in lieu of Mortgage Insurance. Such loss reserve shall be non- refundable,notwithstanding the fact that the Loan is ultimately paid in full,and Lender shall not be required to pay Borrower any interest or earnings on such loss reserve. Lender can no longer require loss reserve payments if Mortgage Insurance coverage(in the amount and for the period that Lender requires)provided by an insurer selected by Lender again becomes available, is obtained, and Lender requires separately designated payments toward the premiums for Mortgage Insurance. If Lender required Mortgage Insurance as a condition of making the Loan and Borrower was required to makeq separately designated payments toward the premiums for Mortgage Insurance, Borrower shall pay the premiums required to maintain Mortgage Insurance in effect,or to provide a non-refundable loss reserve, until Lender's requirement for Mortgage Insurance ends in accordance with any written agreement between Borrower and Lender providing for such termination or until termination is required by Applicable Law. Nothing in this Section 10 affects Borrower's obligation to pay interest at the rate provided in the Note. Mortgage Insurance reimburses Lender(or any entity that purchases the Note)for certain losses it may incur if Borrower does not repay the Loan as agreed. Borrower is not a party to the Mortgage Insurance. Mortgage insurers evaluate their total risk on all such insurance in force from time to time,and may enter into agreements with other parties that share or modify their risk,or reduce losses. These agreements are on terms and conditions that are satisfactory to the mortgage insurer and the other party(or parties) to these agreements. These agreements may require the mortgage insurer to make payments using any source of funds that the mortgage insurer may have available(which may include funds obtained from Mortgage Insurance premiums). WASHINGTON--Single Family DocMagice rrruja ape-649-7362FannieMae/Freddie Mac UNIFORM INSTRUMENT-MERS www.docmagle.comForm30481/01 Page 8 of 15 Wo3048.mrd.6.tan 20041103001306.009 As a result of these agreements,Lender,any purchaser of the Note,another insurer,any reinsurer,any other entity,or any affiliate of any of the fregoing,may receive(directly or indirectly)amounts that derive from(or might be characterized as)a portion of Borrower's payments for Mortgage Insurance,in exchange for sharing or modifying the mortgage insurer's risk,or reducing losses. If such agreement provides that an affiliate of Lender takes a share of the insurer's risk in exchange for a share of the premiums paid to the insurer,the arrangement is often termed captive reinsurance." Further: a) Any such agreements will not affect the amounts that Borrower has agreed to pay for Mortgage Insurance,or any other terms of the Loan. Such agreements will not increase the amount Borrower will owe for Mortgage Insurance,and they not entitle Borrower to any refund. b) Any such agreements will not affect the rights Borrower has-if any-with respect to the Mortgage Insurance under the Homeowners Protection Act of 1998 or any other law. These rights may include the right to receive certain disclosures, to,request and obtain cancellation of the Mortgage Insurance, to have the Mortgage Insurance terminated automatically,andlor to receive a refund of any Mortgage Insurance premiums that were unearned at the time of such cancellation or termination. 11. Assignment of Miscellaneous Proceeds;Forfeiture. All Miscellaneous Proceeds are hereby assigned to and shall be paid to Lender. If the Property is damaged, such Miscellaneous Proceeds shall be applied to restoration or repair of the Property,if the restoration or repair is economically feasible and Lender's security is not lessened. During such repair and restoration period, Lender shall have the right to hold such Miscellaneous Proceeds until Lender has had an opportunity to inspect such Property)to ensure the work has been completed to Lender's satisfaction,provided that such inspection shall be undertaken promptly. Lender may pay for the repairs and restoration in a single disbursement or in a series of progress payments as the work is completed. Unless an agreement is made in writing or Applicable Law requires interest to be paid on such Miscellaneous Proceeds,Lender shall not be required to pay Borrower any interest or earnings on such Miscellaneous Proceeds. If the restoration or repair is not economically feasible or Lender's security would be lessened, a Miscellaneous Proceeds shall be applied to the sums secured by this Security Instrument,whether or not then due,with the excess,if any,paid to Borrower. Such Miscellaneous Proceeds shall be applied in the order provided for in Section 2. In the event of a total taking, destruction, or loss in value of the Property, the Miscellaneous Proceeds shall be applied to the sums secured by this Security Instrument,whether or not then due,with the excess,if any,paid to Borrower. In the event of a partial taking,destruction,or loss in value of the Property in which the fair market value of the Property immediately before the partial taking,destruction,or loss in value is equal to or greater than the amount of the sums secured by this Security Instrument immediately before the partial taking,destruction, or loss in value, unless Borrower and Lender otherwise agree in writing,the sums secured by this Security Instrument shall be reduced by the amount of the Miscellaneous Proceeds multiplied by the following fraction: (a)the total amount of the sums secured immediately before the partial taking,destruction,or loss in value divided by(b)the fair market value of the Property immediately before the partial taking,destruction,or loss in value. Any balance shall be paid to Borrower. In the event of a partial taking!destruction, or loss in value of the Property in which the fair market value of the Property immediately before the partial taking, destruction,or loss in value is less than the amount of the sums secured immediately before the partial taking,destruction, or loss in value,unless Borrower and Lender otherwise agree in writing,the Miscellaneous Proceeds shall be applied to the sums secured by this Security Instrument whether or not the sums are then due. If the Property is abandoned by Borrower, or if,after notice by Lender to Borrower that the Opposing Party as defined in the next sentence)offers to make an award to settle a claim for damages,Borrower fails to respond to Lender within 30 days after the date the notice is given,Lender is authorized to collect and apply the Miscellaneous Proceeds either to restoration or repair of the Property or to the sums secured by this Security Instrument, whether WASHINGTON--Single Family Doc/l?agOcC rm* e00-649-7362FannieMae/Freddie Mac UNIFORM INSTRUMENT-MERS www.docmagic.comForm30481/01 Page 9 of 15 Wa3016.aad.9.ian 20041103001306.010 or not then due. "Opposing Party"means the third party that owes Borrower Miscellaneous Proceeds or the party against whom Borrower has a right of action in regard to Miscellaneous Proceeds. Borrower shall be in default if any action or proceeding,whether civil or criminal,is begun that,in Lender's judgment,could result in forfeiture of the Property or other material impairment of Lender's interest in the Property or rights under this Security Instrument. Borrower can cure such a default and,if acceleration has occurred,reinstate as provided in Section 19, by causing the action or proceeding to be dismissed with a ruling that, in Lender's judgment,precludes forfeiture of the Property or other material impairment of Lender's interest in the Property or rights under this Security Instrument. The proceeds of any award or claim for damages that are attributable to the impairment of Lender's interest in the Property are hereby assigned and shall be paid to Lender. All Miscellaneous Proceeds that are not applied to restoration or repair of the Property shall be applied in the order provided for in Section 2. 12. . Borrower Not Released;Forbearance By Lender Not a Waiver. Extension of the time for payment or modification of amortization of the sums secured by this Security Instrument granted by Lender to Borrower or any Successor in Interest of Borrower shall not operate to release the liability of Borrower or any Successors in Interest of Borrower. Lender shall lnot be required to commence proceedings against any Successor in Interest of Borrower or to refuse to extend tine for payment or otherwise modify amortization of the sums secured by this Security Instrument by reason of any demand made by the original Borrower or any Successors in Interest of Borrower. Any forbearance by Lender in exercising any right or remedy including, without limitation, Lender's acceptance of payments from third prsons,entities or Successors in Interest of Borrower or in amounts less than the amount then due,shalt not be a waiver of or preclude the exercise of any right or remedy. 13. Joint and Several Liability; Co-signers; Successors and Assigns Bound. Borrower covenants and agrees that Borrower's obligations and liability shall be joint and several. However,any Borrower who co-signs this Security Instrument but does not execute the Note(a"co-signer"):(a)is co-signing this Security Instrument only to mortgage,,grant and convey the co-signer's interest in the Property under the terms of this Security Instrument;(b) is not personally obligated to pay the sums secured by this Security Instrument; and(c)agrees that Lender and any other Borrower can agree to extend,modify, forbear or make any accommodations with regard to the terms of this Security Instrument or the Note without the co-signer's consent. Subject to the provisions of Section 18, any Successor in Interest of Borrower who assumes Borrower's obligations under this Security Instrument in writing,and is approved by Lender,shall obtain all of Borrower's rights and benefits under this Security Instrument. Borrower shall not be released from Borrower's obligations and liability under this Security Instrument unless Lender agrees to such release in writing. The covenants and agreements of this Security Instrument shall bind(except as provided in Section 20)and benefit the successors and assigns of Lender. 14. Loan Charges. Lender bay charge Borrower fees for services performed in connection with Borrower's default, for the purpose of protecting Lender's interest in the Property and rights under this Security Instrunent, including,but not limited to,attorneys'fees,property inspection and valuation fees. In regard to any other fees,the absence of express authority in this Security Instrument to charge a specific fee to Borrower chall not be construed as a prohibition on the charging of such fee. Lender may not charge fees that are expressly prohibited by this Security Instrument or by Applicable Law. If the Loan is subject to a law which sets maximum loan charges,and that law is finally interpreted so that the interest or other loan charges collected or to be collected in connection with the Loan exceed the permitted limits, then:(a)any such Ioan charge shall be reduced by the amount necessary to reduce the charge to the permitted limit; and(b) any sums already collected from Borrower which exceeded permitted limits will be refunded to Borrower. Lender may choose to make this refund by reducing the principal owed under the Note or by making a direct payment to Borrower. If a refund reduces principal, the reduction wilI be treated as a partial prepayment without any prepayment charge(whether or not al prepayment charge is provided for under the Note). Borrower's acceptance of any such refund made by direct payment to Borrower will constitute a waiver of any right of action Borrower might have arising out of such overcharge. WASHINGTON--Single Family DocMagic 800-6491362 Fannie Mae/Freddie Mac UNIFORM INSTRUMENT-MERS www.docmagic.com Form 3048 1/01 Page 10 of 15 w.,w4a.n,:d.Io.,cm 20041103001306.011 15. Notices. All notices given by Borrower or Lender in connection with this Security Instrument must be in writing. Any notice to Borrower in connection with this Security Instrument shall be deemed to have been given to Borrower when mailed by first class mail or when actually delivered to Borrower's notice address if sent by other means. Notice to any one Borrower shall constitute notice to all Borrowers unless Applicable Law expressly requires • otherwise. The notice address shall he the Property Address unless Borrower has designated a substitute notice address by notice to Lender. Borrower shall promptly notify Lender of Borrower's change of'address. If Lender specifies a procedure for reporting Borrower's change of address,then Borrower shall only report a change of address through that specified procedure. There may be only one designated notice address under this Security Instrument at any one time. Any notice to Lender shall be given by delivering it or by mailing it by first class mail to Lender's address stated herein unless Lender hags designated another address by notice to Borrower. Any notice in connection with this Security Instrument shall n9t be deemed to have been given to Lender until actually received by Lender. If any notice required by this Security Instrument is also required under Applicable Law, the Applicable Law requirement will satisfy the corresponding requirement under this Security Instrument. 16. Governing Law;Severapility;Rules of Construction. This Security Instrument shall be governed by federal law and the law of the jurisdiction in which the Property is located. All rights and obligations contained in this Security Instrument are subject to any requirements and limitations of Applicable Law. Applicable Law might explicitly or implicitly allow the parties to agree by contract or it might be silent,but such silence shall not be construed as a prohibition against ag1 eement by contract. In the event that any provision or clause of this Security Instrument or the Note conflicts with Applicable Law,such conflict shall not affect other provisions of this Security Instrument or the Note which can be given effect without the conflicting provision. As used in this Security Instrument:(a)words of the masculine gender shall mean and include corresponding neuter words or words of the feminine gender;(b)words in the singular shall mean and include the plural and vice versa;and(c)the word "may"gives sole discretion without any obligation to take any action. 17. Borrower's Copy. Borrower shall be given one copy of the Note and of this Security Instrument. . 18. Transfer of the Properly or a Beneficial Interest in Borrower. As used in,this Section 18, "Interest in the Property"means any legal or beneficial interest in the Property,including,but not limited to,those beneficial interests transferred in a bond for deed,contract for deed,installment sales contract or escrow agreement, the intent of which is the transfer of title by Borrower at a future date to a purchaser. If all or any part of the Property or any Interest in the Property is sold or transferred(or if Borrower is not a natural person and a beneficial interest in Borrower is sold or transferred) without Lender's prior written consent, Lender may require immediate payment in full of all sums secured by this Security Instrument. However,this option shall not be exercised by Lender if such exercise is prohibited by Applicable Law. If Lender exercises this option, Lender shall give Borrower notice of acceleration. The notice shall provide a period of not less than 30 days from the date the notice is given in accordance with Section 15 within which Borrower must pay all sums secured by this Security Instrument. If Borrower fails to pay these sums prior to the expiration of this period, Lender may invoke any remedies permitted by this Security Instrument without further notice or demand on Borrower. 19. Borrower's Right to Reinstate After Acceleration. If Borrower meets certain conditions,Borrower shall have the right to have enforcement of this Security Instrument discontinued at any time prior to the earliest of: a)five days before sale of the Property pursuant to any power of sale contained in this Security Instrument;(b)such other period as Applicable Law might specify for the termination of Borrower's right to reinstate; or(c) entry of a judgment enforcing this Security Instrument. Those conditions are that Borrower: (a)pays Lender all sums which then would be due under this Security Instrument and the Note as if no acceleration had occurred;(b)cures any default of any other covenants or agreements;(c)pays all expenses incurred in enforcing this Security Instrument,including, but not limited to,reasonable attorneys'fees,property inspection and valuation fees,.and.other fees incurred for the purpose of protecting Lender's interest in the Property and rights under this Security Instrument;and(d)takes such action as Lender may reasonably require to assure that Lender's interest in the Property and rights under this Security WASHINGTON--Single Family DocMagic eRman 800-649-:362 Fannie Mae/Freddie Mac UNIFORM INSTRUMENT-MERS www.docmagic.tom Form 3048 1/01 Page 11 of 15 Gh1348.mxaH Item 20041103001306:012 Instrument,and Borrower's obligation to pay the sums secured by this Security Instrument,shall continue unchanged. Lender may require that Borrower pay such reinstatement sums and expenses in one or more of the following forms, as selected by Lender:(a)cash;(b)money order;(c)certified check,bank check,treasurer's check or cashier's check, provided any such check is drawn upon an institution whose deposits are insured by a federal agency,instrumentality or entity;or(d)Electronic Funds Transfer. Uponreinstatementby Borrower,this Security Instrument and obligations secured hereby shall remain fully effective as if no acceleration had occurred. However,this right to reinstate shall not apply in the case of acceleration under Section 18. 20. Sale of Note;Change of Loan Servicer;Notice of Grievance. The Note or a partial interest in the Note together with this Security Instrument)can be sold one or more times without prior notice to Borrower. A sale might result in a change in the entity(known as the "Loan Servicer") that collects Periodic Payments due under the Note and this Security Instrument and performs other mortgage loan servicing obligations under the Note,this Security Instrument,and Applicable Law. There also might be one or more changes of the Loan Servicer unrelated to a sale of the Note. If there is a change of the Loan Servicer,Borrower will be given written notice of the change which will state the name and address of the netLoan Servicer,the address to which payments should be made and any other information RESPA requires in connection with a notice of transfer of servicing. If the Note is sold and thereafter the Loan is serviced by a Loan Service r other than the purchaser of the Note,the mortgage loan servicing obligations to Borrower will remain with the Loan Servicer or be transferred to a successor Loan Servicer and are not assumed by the Note purchaser unless otherwise provided by the Note purchaser. Neither Borrower nor Lender nay commence,join,or be joined to any judicial action(as either an individual litigant or the member of a class)that$rises from the other party's actions pursuant to this Security Instrument or that alleges that the other party has breached any provision of,or any duty owed by reason of,this Security Instrument, until such Borrower or Lender has notified the other party(with such notice given in compliance with the requirements of Section 15)of such alleged breach and afforded the other party hereto a reasonable period after the giving of such notice to take corrective action. If Applicable Law provides a time period which must elapse before certain action can be taken, that time period will be deemed to be reasonable for purposes of this paragraph. The notice of acceleration and opportunity to cure liven to Borrower pursuant to Section 22 and the notice of acceleration given to Borrower pursuant to Section 18 shall be deemed to'satisfy the notice and opportunity to take corrective action provisions of this Section 20. 21. Hazardous Substances. As used in this Section 21: (a) "Hazardous Substances"are those substances defined as toxic or hazardous substances,pollutants,or wastes by Environmental Law and the following substances: gasoline,kerosene,other flammable or toxic petroleum products,toxic pesticides and herbicides,volatile solvents, materials containing asbestos or formaldehyde,and radioactive materials; (b) "Environmental Law"means federal laws and laws of the jurisdiction where the Property is located that relate to health,safety or environmental protection; c) "Environmental Cleanup" includes any response action, remedial action, or removal action, as defined in Environmental Law; and (d) an "Environmental Condition" means a condition that can cause, contribute to, or otherwise trigger an Environmental Cleanup. Borrower shall not cause or permit the presence,use,disposal,storage,or release ofany Hazardous Substances, or threaten to release any Hazardous Substances,on or in the Property. Borrower shall not do,nor allow anyone else to do, anything affecting the Property (a) that is in violation of any Environmental Law, (b) which creates an Environmental Condition, or (c)which, due to the presence,use, or release of a Hazardous Substance, creates a condition that adversely affects the value of the Property. The preceding two sentences shall not apply to the presence,use,or storage on the Property of small quantities of Hazardous Substances that are generally recognized to be appropriate to normal residential uses and to maintenance of the Property (including, but not limited to, hazardous substances in consumer products). Borrower shall promptly give Lender written notice of(a)any investigation,claim,demand,lawsuit or other action by any governmental or regulatory agency or private party involving the Property and any Hazardous Substance or Environmental Law of which Borrower has actual knowledge,(b)any Environmental Condition,including but not WASHINGTON--Single Family DocMagic T nrna 800-649-t3e2FannieMae/Freddie Mac UNIFORM INSTRUMENT-MERS www.docmagic.coinForm30481/01 Page 12 of 15 W1104$.,nzd 72.usn r 20041103001306.013• limited to, any spilling,leaking, discharge,release or threat of release of any Hazardous Substance, and(c) any condition caused by the presence,use or release of a Hazardous Substance which adversely affects the value of the Property. If Borrower learns,or is notified by any governmental or regulatory authority,or any private party,that any removal or other remediation of any Hazardous Substance affecting the Property is necessary,Borrower shall promptly take all necessary remedial acpons in accordance with Environmental Law. Nothing herein shall create any obligation on Lender for an Environmental Cleanup. NON-UNIFORM COVENANTS. Borrower and Lender further covenant and agree as follows: 22. Acceleration; Remedies Lender shall give notice to Borrower prior to acceleration following Borrower's breach of any covenantor agreement in this Security Instrument(but not prior to acceleration underSection18unlessApplicableLawprovidesotherwise). The notice shall specify:(a)the default; (b)the action required to cure the default;(c)a date,not less than 30 days from the date the notice is given to Borrower,by which the default must be cured;and(d)that failure to cure the default on or before the date specified in the notice may result in acceleration of the sums secured by this Security Instrument and sale of the Property atpublicauctionatadatenotlessthan120daysinthefuture. The notice shall further inform Borrower of the right to reinstate after acceleration, right to bring a court action to assert the non-existence of a default or any other defense of Borrower to acceleration and sale,and any other matters required to be included in the notice by Applicable Law. If the default is not cured on or before the date specified in the notice,Lender at its option, may require immediate payment in full of all sums secured by this Security Instrument without further demand and may invoke the power of sale and/or any other remedies permitted by Applicable Law. Lender shall be entitled to collect al,expenses incurred in pursuing the remedies provided in this Section 22, including,but not limited to,reasonable attorneys'fees and costs of title evidence. If Lender invokes the power of sale,Lender shall give written notice to Trustee of the occurrence of an event of default and of Lender's election to cause the Property to be sold. Trustee and Lender shall take such action regarding notice of sale and shall give such notices to Borrower and to other persons as Applicable Law may require. After the time required by Applicable Law and after publication of the notice of sale, Trustee, without demand on Borrower,shall sell the Property at public auction to the highest bidder at the time and place and under the terms designated in the notice of sale in one or more parcels and in any order Tr steedetermines. Trustee may postpone sale of the Property for a period or periods permitted by Applicable Law by public announcement at the time and place fixed in the notice of sale. Lender or its designee may purchase the Property at any sale. Trustee shall deliver to the purchaser Trustee's deed conveying the Property without any covenant or warranty,expressed or implied. The recitals in the Trustee's deed shall be prima fade evidence of the truth of the statements made therein. Trustee shall apply the proceeds of the sale in the following order: (a)to all expenses of the sale, including, but.not limited to, reasonable Trustee's and attorneys' fees;,(b)to all sums secured by this Security Instrument;and(c)any excess to the person or persons legally entitled to it or to the clerk of the superior court of the county in which the sale took place. 23. Reconveyance. Upon payment of all sums secured by this Security Instrument,Lender shall request Trustee to reconvey the Property and shall surrender this Security Instrument and all notes evidencing debt secured by this Security Instrument to Trustee. Trustee shall reconvey the Property without warranty to the person or persons legally entitled to it. Such person or persons shall pay any recordation costs and the Trustee's fee for preparing the reconveyance. 24. Substitute Trustee. In accordance with Applicable Law, Lender may from time to time appoint a successor trustee to any Trustee appointed hereunder who has ceased to act. Without conveyance of the Property,thesuccessortrusteeshallsucceedtoallthetitle,power and duties conferred upon Trustee herein and by Applicable Law. 25. Use of Property. The Property is not used principally for agricultural purposes. WASHINGTON--Single Family ociwagfc WOMBSZt 800•649-1362FannieMae/Freddie Mac UNIFORM INSTRUMENT-MERS www.docmagic.comForm30481/01 Page 13 of 15 Wa3048.mzd.13.tem 20041103001306.014 26. Attorneys'Fees. Lender shall be entitled to recover its reasonable attorneys'fees and costs in any action or proceeding to construe or enforce any term of this Security Instrument. The term"attorneys'fees,"wheneverused in this Security Instrument, shall include'without limitation attorneys' fees incurred by Lender in any bankruptcy proceeding or on appeal. ORAL AGREEMENTS OR ORAL COMMITMENTS TO LOAN MONEY,EXTEND CREDIT, OR TO FORBEAR FROM ENFORCING REPAYMENT OFA DEBT ARE NOT ENFORCEABLE UNDER WASHINGTON LA7. BY SIGNING BELOW, Borrower accepts and agrees to the terms and covenants contained in this Security Instrument and in any Rider executed by Borrower and recorded with it. Seal) R/ M 2 D Seal) WILLIAM F. BAGL ,t. R Borrower ROSE M. BAGLEY Borrower Seal) Seal) Borrower Borrower Seal) Seal) Borrower Borrower Witness Witness i WASHINGTON--Single Family DOOM giceA, Y 800-649-1362 Fannie Mae/Freddie Mac UNIFORM INSTRUMENT-MERS www.docmagic-com Form 3048 1/01 Page 14 of 15 Va364aj, 1.14.tem 20041103001306.015 State of Washington County of KING On this day personally appeared(before me WILLIAM F. BAGLEY, SR.. , ROSE M. BAGLEY to me known to be the individual or individu ls described in and who executed the within and foregoing instrument,and acknowledged that he/she/tomsignedthesameashis/her/their free and voluntary act and deed,for the uses and purposes therein mentio Given under my hand and official seal this 02*i day of ()ert I ,• Nota Pu in and for a of Washington,401AA`residing a Awe q Or WAS" Sea S.UtU• My commission expires: /0 "—Q S ` oL Dos WASHINGTON--Single Family DCCIVJagice WQO, 800-649-1362FannieMae/Freddie Mac UNIFORM INSTRUMENT-MERS www.docmagic.comForm30481/01 i Page 15 of 15 Ws3048 mzd.IS.Ian 20041103001306.016 I EXHIBIT "A" THAT PORTION OF THE SOUTHEAST 1/4 OF THE NORTHWEST 1/4 OF SECTION 33, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M_; DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEAST CORNER OF SAID SUBDIVISION; THENCE NORTH 1°03'14"EAST, ALONG THE EASTERLY LINE THEREOF, 490 FEET; THENCE NORTH 88°50 00"WEST 515.60 FEET TO THE EASTERLY MARGIN OF THE SEATTLE COVINGTON TRANSMISSION LINE RIGHT OF WAY; THENCE SOUTH 15°22'40"EAST, ALONG SAID EASTERLY MARGIN, 509.89 FEET, MORE OR LESS,TO THE SOUTHERLY LINE OF SAID SUBDIVISION; THENCE EASTERLY ALONG SAID SOUTHERLY LINE,TO THE POINT OF BEGINNING; EXCEPT THE SOUTH 30 FEET THEREOF FOR ROAD; SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. I REV 84 0001 a inst (3-18-99)(PI)1-28-02) Affida_vit Concernin King County Department of Development and Environmental Services Land Use Services Division 900 Oakesdale Avenue SW Renton,WA 98055-1219 206-296-6600 TTY 206-296-7217 For alternate formats, call 206-296-6600. STATE OF WASHINGTON ) SS COUNTY OF KING 0 5 PO 0 I Y'• File Number: Application Name: Preliminary Plat of Bagley Property Project Location: 12252 S.E. 184th Street,Renton,Washington The undersigned, being first duly sworn on oath deposes and says: 1. That the affiant is competent to be a witness herein; 2. That the affiant is the applicant for the above project; 3. That to the best of the affiant's knowledge the critical areas on the development proposal site have not been illegally altered; and 4. That the affiant has not previously been found to be in violation of critical areas regulations for any property in King County, or alternatively, that if there have been any violations, such violations have been/are being cured to the satisfaction of King County. 4", p icant Signature at and Place (City and State) I certify under penalty of perjury under the laws of the State of Washington that the foregoing is true and correct. AUG 2 3 2005 Check out the DDES Web site at www.metrokc.qov/ddes AffidavitSensitiveCriticalAreasCompliance Ic-aff-sacomp.pdf 12/19/03 hy DBD.E.S. L 0 5 PO 1 11699.006.doc[4/13/04] E C 1 SEPA ENVIRONMENTAL CHECKLIST Alder Heights King County, Washington Submitted to: King County Department of Development and Environmental Services Land Use Services Division Submitted by: Norris Homes, Inc. Prepared by: Barghausen Consulting Engineers, Inc. August 2005 Our Job No. 11699 Rg © EHDI AUG 2 3 2005 aH A Vs i S.tr tj n P AN' `e., SURVEYING, ENVIRONMENTALIC SD.E 18215 72ND AVENUE SOUTH KENT,W• 98032 (425)251-6222 (425)251-8782 FAX i BRANCH OFFICES • OLYMPIA,WA • TEMECULA, CA • WALNUT CREEK,CA ® X r may. www.barghausen.com i 1 E NG ENG\ S. . a i z.= wt: tate EnvironmentaaPo ; 0 r ''- SEP s ' .;= .Ac e A) Check # ' E ^ a;a ss<-H.r ?c; ' " ,,, .-j,..rr,„.King County Department of Development and Environmental Services Land Use Services Division 900 Oakesdale Avenue Southwest Renton,Washington 98055-1219 For alternate formats, call 206-296-6600. 206-296-6600 TTY 206-296-7217 Purpose of the checklist The State Environmental Policy Act (SEPA), RCW Chapter 43.21 C, requires all governmental agencies to consider the environmental impacts of a proposal before making decisions. An environmental impact statement (EIS) must be prepared for all proposals with probable significant adverse impacts on the quality of the environment. The purpose of this checklist is to provide information to help you and the agency identify impacts from your pro osal (and to reduce or avoid impacts from the proposal, if it can be done) and to help th agency decide whether an EIS is required. Instructions for the applicants This environmental checklist asks you to describe some basic information about your proposal. Governmental age Gies use this checklist to determine whether the environmental impacts of you proposal are significant, requiring preparation of an EIS. Answer the questions briefly with the most precise information known, or give the best description you can. You must answer each question accurately and carefully to the best of your knowledge. In most cases, you should be able to answer the questions from your own observations or project plans without the need to hire experts. If you really do not know the answer or if a question does not apply to your proposal, write "do not know" or "does not apply". Complete answers to the questions now may avoid unnecessary delays later. Some questions ask about governmental regulations such as zoning, shoreline and landmark designations. Answer these questions if you can. If you have problems, the governmental agencies can assist you. The checklist questions apply to all parts of your proposal even if you plan to do them over a period of time or on different parcels of land. Attach any additional information that will help describe your proposal or its environmental effects. The agency to which you submit this checklist may ask ybu to explain your answers or provide additional information reasonably related to determining if there may be significant adverse impacts. SEPA Checklist Ic-ckl-SEPA.pdf 04/01/2005 11699.010.doc[BTM/tep] Page 1 of 17 A. Background 1. Name of the proposed project, if applicable: Alder Heights Preliminary lat 2. Name of applicant: Norris Homes,Inc. 3. Address and phone number of applicant and contact person: Applicant Agent Norris Homes,Inc. Ivana Halvorsen John Norris Barghausen Consulting Engineers,Inc. 2053 Faben Drive 18215—72nd Avenue South Mercer Island,WA 98040 Kent,WA 98032 206)275-1901 425)251-6222 4. Date checklist prepared: August 2005 5. Agency requesting checklist: King County,Department f Development and Environmental Services 6. Proposed timing or schedLle (including phasing, if applicable): Preliminary Plat approval is expected in late 2006. Construction is expected to begin in 2006 to be completed for recording in 2007. 7. Do you have any plans for future additions,, expansion or further activity related to or connected with this proposal? If yes, explain. The applicant does not anticipate any other additions, expansions, or further activity related to or connected to this proposal. 8. List any environmental information you know about that has been prepared, or will be prepared, directly related to this proposal. Wetland Delineation Report prepared by Barghausen Consulting Engineers,Inc.,dated April 22, 2005 Level One Downstream Analysis prepared by Barghausen Consulting Engineers,Inc., dated 9. Do you know whether applications are pending for government approvals of other proposals directly affecting the propierty covered by your proposal? If yes, explain. There are no known applications pending government approvals affecting the subject property. SEPA Checklist lc-ckl-SEPA.pdf 04/01/2005 11699.010.doc[BTM/tep] Page 2 of 17 10. List any government approvals or permits that will be needed for your proposal, if known. Preliminary Plat review/approval SEPA Determination King County Site Development Permit DOE NPDES Permit Soos Creek Utility District Developer Extension Agreements King County Final Plat approval King County Road Variance approval 11. Give brief complete description of your proposal, including the proposed uses and the size of the project and site. There are several questions later in this checklist that ask you to describe certain aspects of your proposal. You do not need to repeat those answers on this page. (Lead agencies may modify this form to include additional specific information on project description.) The project proposal involves the subdivision of approximately 4.4 acres of land into 25 single-family residential lots, a minor access cul-de-sac 26-foot-wide private access tract, a wetland buffer tract,and a stormwater drainage/park tract. 12. Location of the proposal. Give sufficient information for a person to understand the precise location of your proposed project, including a street address, if any, and section, township and range, if known. If a proposal would occur over a range of area, provide the range or boundaries of the site(s). Provide a legal description, site plan, vicinity map and topographic map, if reasonably available. While you should submit any plans required by the agency, you are not required to duplicate maps or detailed plans submitted with any permit applications related to this checklist. The property is located northwest of the intersection between S.E. 184th Street and 124th Avenue S.E. It is located within the Southeast quarter of the Northwest quarter of Section 33, Township 23 North,Range 5 East,Willamette Meridian,King County,Washington(King County Parcel No. 332305-9009). SEPA Checklist Ic-ckl-SEPA.pdf 04/01/2005 11699.010.doc[BTM/tep] Page 3 of 17 TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY B. Environmental elements 1. Earth a. General description of the site(circle or check one): Flat Rolling Hilly Steep slopes Mountainous Other b. What is the steepest slope on the site (approximate percent of slope)? The property slopes from the central portion of the parcel toward the outer property lines. Slopes of approximately 14 percent are located in the southwestern corner of the parcel. c. What general types f soil are found on the site (i.e., clay, sand, gravel, peat, muck)? If you know the classification of agricultural soils, specify them and note any prime farmland. According to the 1 73 King County Soils Survey, the site contains Alderwood gravelly, sandy loam, 0 to 6-percent slopes (AgB), and Alderwood gravelly, sandy loam, 15-to 30-percent slopes(AgD). d. Are there surface in ications or history of unstable soils in the immediate vicinity? If so describe. The applicant is una are of unstable slopes onsite or in the surrounding area. e. Describe the purpoe, type and approximate quantities of any filling or grading proposed. Indicate source of fill. The site will be mass graded using on-site materials to accommodate the proposed housing, roads, and stormwater facilities. Cut and fill will be balanced as much as possible; however, if import/export of fill is required, it will be transferred/from an approved site. Approximately 10,000 cubic yards of grading could occur during and throughout the site development ford lot grading, drainage facility construction, wetland buffer fill and mitigation,and road construction. f. Could erosion occur as a result of clearing, construction or use? If so, generally describe. Erosion could occur due to land clearing activities during construction. Control measures will be implemented prior to clearing, which include SEPA Checklist Ic-ckl-SEPA.pdf 04/01/2005 11699.010.doc[BTM/tep] Page 4 of 17 TO BE.COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY constructing drainage ditches, silt control fences, and sedimentation control ponds,if need d. g. About what percent of the site will be covered with impervious surfaces after project construction (i.e., asphalt or buildings)? After full buildout, including new homes, it is expected that approximately 70 percent of the site will be covered with impervious surface as allowed by the R-6 zone and in accordance with KCC 21.12.030. h. Proposed measures to reduce or control erosion or other impacts to the earth, if any: Clearing will be limited to those areas necessary for construction of streets, building pads, and utilities during the development stage. Installation of facilities as described in Section 1(f) above will be implemented during the construction phase. 2. Air a. What types of emissions to the air would result from the proposal (i.e., dust, automobile, odors, industrial wood smoke)during construction and when the project is completed? If any, generally describe and give approximate quantities if known? The use diesel-powered construction equipment will result in some transitory air emissions during the construction extending for a period of approximately 90 d ys. Following the completion of the project, air emissions will be de to vehicular traffic and future resident uses of vehicles. Some wood smoke can be anticipated from the wood-burning fireplaces and during land clearing operations on a.limited basis. All of the above-stated potential emissions are typical for the construction and use of the residential lots. b. Are there any off-site sources of emissions or odor that may affect your proposal? If so, generally describe. Off-site sources of emissions include single-family residential uses and existing public streets in the area. These sources are not anticipated to negatively affect or be affected by the proposed project. c. Proposed measures to reduce or control emissions or other impacts to air, if any: Under Puget Sound Clean Air Agency Regulation I, Section 9.15, contractors will be required to take all reasonable precautions to avoid or minimize fugitive dust emissions. These precautions and control measures may include street cleaning to prevent dirt, mud, and other SEPA Checklist Ic-ckl-SEPA.pdf 04/01/2005 11699.010.doc[BTM/tep] Page 5 of 17 TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY debris deposits on paved roadways open to the public. With such control measures in place,the potential for off-site air quality impacts is small. All applicable EPA and DOE standards governing air quality relative to the construction will be followed during the project development. 3. Water a. Surface: 1. Is there any surface water body on or in the immediate vicinity of the site (including year-round and seasonal streams, salt water, lakes, ponds,wetlands)? If yes, describe type and provide names. If appropriate, state what stream or river it flows into. Portions of two Class II Wetlands are located on the western portion of the site. 2. Will the project require any work over, in or adjacent to(within 200 feet)the described waters? If yes, please describe and attach available plans. Several of the proposed lots, a portion of the storm drainage/park tract, and portions of the cul-de-sac will be located within 200 feet of the Class II Wetlands. 3. Estimate the amount of fill and dredge material that would be placed or remo)ed from surface water or wetlands and indicate the area of the site that would be affected. Indicate the source of fill material. No filling or dredging is proposed to occur in the surface waters. 4. Will the proposal require surface water withdrawals or diversions? Give general description, purpose and approximate quantities if known? No surface water will be withdrawn with this project. Currently, surface water runs off the site from the central portion of the site outwards. Stormwater from the lots and roads will be directed to the proposed storm drainage vaults. 5. Does the proposal lie within a 100-year floodplain? If so, note location on the site plan. FEMA FIRM Floodplain Map No. 53033C0983F (see Appendix) shows that the subject property is located within Zone X, which is outside of the 100-year flood plain. SEPA Checklist lc-ckl-SEPA.pdf 04/01/2005 11699.010.doc[BTM/tcpl Page 6 of 17 l TO BE COMPLETED BY A PLICANT EVALUATION FOR AGENCY USE ONLY 6. Does the proposal involve any discharges of waste materials to surface waters? If so,describe the type of waste and anticipated volume of discharge. The proposal does not involve discharging waste materials to surface waters. b. Ground 1. Will ground water be withdrawn or will water be discharged to ground water? Give general description, purpose and approximate quantities if known. The project proposal does not include withdrawal or discharge into groundwater. 2. Describe waste material that will be discharged into the ground from septic tanks or other sources, if any(i.e.,domestic sewage; industrial, containing the following chemicals: . . .; agricultural; etc.) Describe the general size of the system,the number of such systems,the number of houses to be served (if applicable), or the number of animals or humans the system(s)are expected to serve. A public sewer will service the proposed lots on the subject property. No waste material is anticipated to be discharged into the ground. c. Water runoff(including stormwater): 1. Describe the source of runoff(including stormwater)and method of collection and disposal, if any. Include quantities, if known. Where will this water flow? Will this water flow into other waters? If so, describe. As depicted'on the Preliminary Road and Drainage Plan (please see appendix), stormwater runoff from the project, will be collected in catch basins arid conveyed in underground pipes to a single combined detention/water quality facility located in the southeast portion of the site. 2. Could waste materials enter ground or surface waters? If so, generally describe. Stormwater runoff from paved surfaces, which may include residue , from petroleumfbased products, will be treated in the combined detention/water quality facility that is proposed for this project. SEPA Checklist Ic-ckl-SEPA.pdf 04/01/2005 11699.010.doc[BTM/tep] Page 7 of 17 TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY d. Proposed measures to reduce or control surface, ground and runoff water impacts, if any: A complete storm drainage system will be designed and constructed to King County standaids (2005 KCSWDM), which will include water quality and flow control facilities. Detention vaults will store surface water runoff during storm events and will provide release rates similar to pre-existing forested conditions. 4. Plants a. Check or circle types of vegetation found on the site: Deciduous tree: alder,maple, aspen, other Evergreen tree: 0, cedar,pine, other Shrubs Grass Pasture Crop or grain Wet soil plants: cattail, buttercup, bullrush, skunk cabbage, other Water plants:water lily,eelgrass, milfoil, other Other b. What kind and amount of vegetation will be removed or altered? Nearly all of the existing vegetation located outside of the wetland/buffer will be cleared for home sites, road, park, and stormwater facilities. c. List threatened or endangered species known to be on or near the site. There are no known threatened or endangered plant species on or near the subject property. d. Proposed landscaping, use of native plants or other measures to preserve or enhance vegetation on the site, if any: The site is located in a tree retention area;the project will replant trees if required. 5. Animals a. Check or circle any birds and animals which have been observed on or near the site or are known to be on or near the site: Birds: hawk, heron, eagle, songbirds, other SEPA Checklist lc-ckl-SEPA.pdf 04/01/2005 11699.010.doc[BTM/tepl Page 8 of 17 I TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY Mammals: deer, bear, elk, beaver, other Fish: bass, salmon,trout, herring, shellfish, other b. List any threatened or endangered species known to be on or near the site. There are no known threatened or Pendangeredanimalspecies on or nearg the subject property. c. Is the site part of a migration route? If so, explain. The site may be part of the Pacific Flyway. d. Proposed measures to preserve or enhance wildlife, if any: The project provides wetland buffers and mitigation for wetland buffer encroachment. 6. Energy and natural resources a. What kinds of energy(electric, natural gas, oil,wood stove, solar)will be used to meet the completed project's energy needs? Describe whether it will be used for heating, manufacturing, etc. Electricity will be required to provide street lighting, interior lighting, and heating within future homes. If natural gas is available, it will be extended to the property to be available for heating and appliances in future homes. b. Would your project affect the potential use of solar energy by adjacent properties? If so, generally describe. No, the project will not affect the potential use of solar energy by adjacent properties. c. What kinds of energy conservation features are included in the plans of this proposal? List other proposed measures to reduce or control energy impacts, if any: Future homes will be designed to comply, with Washington Energy Code for insulation,glazing,etc. SEPA Checklist lc-ckl-SEPA.pdf 04/01/2005 11699.010.doc[BTM/tep] Page 9 of 17 TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY I 7. Environmental health a. Are there any environmental health hazards, including exposure to toxic chemicals, risk bf fire and explosion,spill or hazardous waste that could occur as al result of this proposal? If so, describe. The applicant is not aware of any environmental health hazards associated with the site or as a result of the proposed project. 1. Describe special emergency services that might be required. Typical emergency services for single-family residential subdivisions will be required. 2. Proposed measures to reduce or control environmental health hazards, if any: This item does not apply. b. Noise 1. What types of noise exist in the area which may affect your project i.e., traffic, equipment, operation, other)? Noise levels in the area are generally low and relate primarily to single-family residential uses and automobile traffic from the adjacent roadways and nearby school. These are not expected to affect the proposal. 2. What types and levels of noise would be created by or associated with the project on a short-term or long-term basis (i.e.,traffic, construction, operation,other)? Indicate what hours noise would come from the site. On a short-term basis,noise levels may increase during the day due to operation of construction equipment for the installation of utilities and construction)of roads. The noise impacts will be transitory and will be limited to daylight hours. On a long-term basis, the noise levels in the atlea may slightly increase due to the addition of 24 homes. 3.. Proposed measures to reduce or control noise impacts, if any: No measures are proposed to reduce or control noise impacts. SEPA Checklist lc-ckl-SEPA.pdf 04/01/2005 11699.010.doc[BTM/tep] Page 10 of 17 TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY 8. Land and shoreline use a. What is the current use of the site and adjacent properties? East: Single-family residences West: Covington/Maple Valley No. 1 BPA transmission line easement North: Single-family)residences South: Single-family residences b. Has the site been used for agriculture? If so, describe. The developer is not aware of prior agricultural use of the site. c. Describe any structures on the site. On-site structures consist of a single-family residence and several appurtenant outbuildings, all of which will be removed. d. Will any structures be demolished? If so,what? The single-family residence and all appurtenant outbuildings will be removed. e. What is the current zoning classification of the site? Urban Residential, 6 dwelling units/acre—R-6. f. What is the current comprehensive plan designation of the site? Urban Medium Residential,4-12 dwelling units/acre. g. If applicable,what is the current shoreline master program designation of the site? This item does not apply. h. Has any part of the site been classified as an "environmentally sensitive"area? If so, specify. Portions of two Category II Wetlands are located along the western portion of the site. I i. Approximately how(many people would reside or work in the completed project? We anticipate that approximately 50 to 75 people will reside in the completed project after all 24 homes are constructed. SEPA Checklist lc-ckl-SEPA.pdf 04/01/2005 11699.010.doc[BTM/tep] Page 11 of 17 TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY I j. Proposed measures to avoid or reduce displacement impacts,if any: None are required. k. Proposed measures to ensure the proposal is compatible with existing and projected land uses and plans, if any: The proposed development is consistent with existing zoning and Comprehensive Plai designations as it provides urban infill development and meets all of the density criteria of King County Code. 9. Housing a. Approximately how many units would be provided, if any? Indicate whether high, middle or low-income housing. There will be 24 resiidential lots created for 24 detached single-family residential homes witiin the middle-income level. b. Approximately how many units, if any,would be eliminated? Indicate whether high, middle or low-income housing. One middle-income level residence will be eliminated. c. Proposed measures to reduce or control housing impacts, if any: No additional measures to control housing impacts are warranted. 10.Aesthetics a. What is the tallest height of any proposed structure(s), not including antennas? What is the principal exterior building material(s) proposed? The maximum height of structures will not exceed 35 feet as allowed by the R-6 zoning. Exterior materials and colors will be consistent with those used in surrounding residential communities. These will probably include wood and/or vinyl siding and trims,and composition roofing. b. What views in the immediate vicinity would be altered or obstructed? None. c. Proposed measures to reduce or control aesthetic impacts, if any: None. SEPA Checklist Ic-ckl-SEPA.pdf 04/01/2005 11699.010.doc[BTM/tep] Page 12 of 17 I TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY 11.Light and glare a. What type of light and glare will the proposal produce? What time of day would it mainly occur? No significant glare is anticipated to be generated by this proposal. Building materials to used are not reflective. Required street lighting and house lighting i$ not expected to substantially increase overall illumination of the adjacent streets or parcels. b. Could light or glare from the finished project be a safety hazard or interfere with views? No, light or glare from the finished project could not be a safety hazard or interfere with view . c. What existing off-site sources of light or glare may affect your proposal? There are no anticipa ed off-site sources of light or glare that will affect the proposed project. d. Proposed measures to reduce or control light and glare impacts, if any: None. 12.Recreation a. What designated an informal recreational opportunities are in the immediate vicinity? Boulevard Lane Park is located approximately 0.5 mile southeast of the site. Renton Park is located approximately 1 mile northeast of the site. Fairwood Golf and Country Club is located approximately 1.5 miles northeast of the site. b. Would the proposed'project displace any existing recreational uses? If so, describe. No,the proposed project will not displace any existing recreational uses. c. Proposed measures to reduce or control impacts on recreation, including recreation opportunities to be provided by the project or applicant, if any: On-site park facilities will be installed during plat construction. SEPA Checklist Ic-ckl-SEPA.pdf 04/01/2005 11699.010.doc[BTM/tepl Page 13 of 17 TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY 13.Historic and cultural preservation a. Are there any places or objects listed on, or proposed for national, state or local preservation registers known to be on or next to the site? If so, generalll;describe. The applicant is not aware of any registered preservation status on or near the site. b. Generally describe any landmarks or evidence of historic, archaeological, scientific or cultural importance known to be on or next to the site. The applicant is not aware of any historically significant landmarks on or near the site. c. Proposed measures to reduce or control impacts, if any: None are proposed. 14.Transportation a. Identify public streets and highways serving the site,and describe proposed access to the existing street system. Show on site plans, if any. The site is bordered by S.E. 184th Street to the south and 124th Avenue S.E. to the east. The proposed project will construct a cul-de-sac and private access tract to access the interior lots. Lots adjacent to S.E. 184th Street and lots adjacent to 124th Avenue S.E. will access directly onto those roads from shared driveway easements. b. Is site currently served by public transit? If not,what is the approximate distance to the nearest transit stop? King County METRO Route 155 stops at the intersection of S.E. 176th Street grid 116th Avenue S.E., which is located approximately 1 mile from the subject site. Please see the enclosed route map and schedule in the Appendix. c. How many parking spaces would the completed project have? How many would the project eliminate? Each lot will provide a minimum,of two off-street parking stalls. No parking spaces will be eliminated as part of this proposal. SEPA Checklist Ic-ckl-SEPA.pdf 04/01/2005 11699.010.doc[BTM/tep] Page 14 of 17 TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY d. Will the proposal require any new roads or streets or improvements to existing roads or streets, not including driveways? If so, generally describe (indicate whether public or private). The proposal includ s the construction of a public cul-de-sac and a 26-foot-wide private access tract. Both S.E. 184th Street and 124th Avenue S.E. are designated as urban subcoIlectors and the project's frontage improvements will include pavement widening, sidewalk, curbs,and gutters. e. Will the project use (or occur in the immediate vicinity of)water, rail or air transportation'? If so, generally describe. No, the project will not use or occur in the immediate vicinity of water, rail,or air transportation. f. How many vehicular trips per day would be generated by the completed project? If known, indicate when peak volumes would occur. The project is expected to generate a maximum of 230 vehicular trips per day, with a peak hour volume of 24 trips. Peak hour times will occur during the day,generally between 7 to 8 a.m.and 5 to 6 p.m. g. Proposed measures to reduce or control transportation impacts, if any: Construction of the on-site cul-de-sac is in accordance with the 1993 King County Road Standards for right-of-way width and improvement cross-sections. In addition, it is expected that the project will pay proportional traffic mitigation fees in accordance with King County regulations. 15.Public services a. Would the project result in an increased need for public services i.e.,fire protection, police protection, health care, schools, other)? If so, generally describe. As typical for single!family lots, the proposed project will result in an incremental increased need for fire, school, police, and other public services. b. Proposed measures to reduce or control direct impacts on public services, if any: Long-term impacts and the need for public services will be mitigated through the collection of tax revenues that provide the primary funding mechanisms for these services. SEPA Checklist Ic-ckl-SEPA.pdf 04/01/2005 11699.010.doc[BTM/tep] Page 15 of 17 TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY 16.Utilities a. Check or circle utilities currently available at the site: Electricity Natural gas Water Refuse service Telephone Sanitary sewer Septic system b. Describe the utilities,that are proposed for the project,the utility providing the service and the general construction activities on the site or in the immediate vicinity which might be needed. Power: Puget Sound Energy Gas: Puget Sound Energy Telephone: Qwest Communications Water: Soos Creek Water&Sewer District Sanitary Sewer: Soos Creek Water& Sewer District Utility pipes/mains 12 inches or larger in diameter will be installed within or beyond the project and/or nearby rights-of-way as necessary to serve the proposed development. Utility installations that affect sensitive areas will be mitigated as required. SEPA Checklist lc-ckl-SEPA.pdf 04/01/2005 11699.010.doc[BTM/tep] Page 16 of 17 i T C. Signature The above answers are true and complete to the best of my knowledge. I understand that the lead agenc is relying on them to make its decision. Signature: Date submitted: Zj, SEPA Checklist Ic-ckl-SEPA.pdf 04/01/2005 11699.010.doc[BTM/tep] Page 17 of 17 SEPA APPENDIX Vicinity Map(Ref.Thomas Guide,page 656) Reduced Boundary and Topographic Survey Reduction of Plan Set(8%2"x 11"no scale),including: D. 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R r•Isa ' KING COUNTY,WASHINGTON I- Oft I 0Yf M1 106.PSE SITELEl VICWITY MAP 1R.' 493'' W NOTES•A g V7P01.ks[aorcs PARCELxwBm:n53Jw-1o99 1----- 2.SIR ADDRESS.11252 51 SWATS R.RO4T0N,WA 90050 rP', I n OR01S 121 ARM AA AF.25 L•' A.COSTRO use 4.1E-Iw0 NN_ A,:;:.,,,A Y RE9GE L J OI n RroroMEO use 24-LOT SN01C-FAYEY RE90ENTW.SUB 016404 -, wT 6.E2 45:11-6(WBUS 1,E590NL 6 DUN) i tis® l I .., 7.COxPIRN[NSM F.OEYCum1F.W94N...VW R[$w[NTK e.PA-8 90NRm INN.LO1 MOM.90 FEES num - i-"'• A B1 ` ASr,. 2.' C...` . II III 9.AVER.LOT ARM 4869 Sr wN°` <+5+ -^ i `.-/r ji0___ -..-..RaWgEJf v ` ! r PEi 10.PROJECT OCNS.:545 2119.9 7.1 .,,.- :;;:.' _,_ ' , fJ - Q, •,III - RAMAN.aET6. 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AA. 1 / / / /• \`? f lT i t- / I Nr Q 50056 S[192f 6T SEREP O:STR:CT NR BUNIURL Lau 1440E1 9f.-3.I9 An d o' L`'# . rl 1 \.\ /• '. r.ii f35E s)93041 m-1 OJ9 2SC.31L0e)9)) J I/ANLRTS W&V PEFDENN!Guam(N 1e V. pgF•'J I '' 90RER/U5: IT-555019 [N[ xc 31Lta000) 0^`' f' •fM2 ' / , ui••6 1 t B( )eae •225-98008573 ZmR I wr \ T•,' I v aa, wrn mwuNrun6x5It TRACT AREA TABLE I , is sf I' " ro B°x wn 1.9I 06CPoPT0N AREA(5.4)1.Rr' Ste' 06 I,)4,PYlA RE: IOE20 Eile'0sL[RIr', 3A RRRIA9 BURFR N.632 h%jvJ" 1 11 I• i•ia. W)ROM WA 98O55 a 0 11 P.M KC[s5 2021 1' 3 . I ° ' 4D)355-Po][ j' yC•^ 510RR ERW.9.114 10.731 5`i1, `G_,• 4.. :--•----u.,. I f:: sclna[; exmn sown oslniR PO.wJ d' C 5#, s SMRII OReBU92/PApt 5A00 J toe' , L i- MIN' I _^_. N00 Sv]M 51RRi k."N I*5>, 65 " t ii I ) I: wroN.v.9em5 i ALL LOT Mu 54.9 1.In fe 1;' 4F4-\ `` S_•_._ __.- 4' . TO' le • 0 ;{: b 0m LOT AREA TABLE 1._; 2,' r I a1. "" a EOi/ Lau(sf.) L0T/ .Ulu Isf.l P BroSm •f1 \\ i'l1 6160 I139 , 3760 pm 1 25w /\i/61unIOR..3DLaR}.e yl u1- I OWNER/DEVELOPERI 9 > 5 N24 4 N. i..f Fgl liar I //1 Ii.E f 013 ROWS..21 U. Soo 23 ] N24 q'':". - J 0 II' I cO,RK•3r;55MM.NORM d22 vee Ic • 3ieo may.i.15 I 1.,7"1 I N! !! -k f x A I:: ',I BELunsx 5500 10 4042 3L j t L' .L ENOINEER/SURVEYOR/PLANNERjJam- 1-. L:I 4221 22 ]!0 6` _ o o \ 10215-ii COMM. MT WA ° u sCUIMNE°IS''xG1 .0 23 45N i•^ N K42 24 W pJ' J ORMTAT9oJv yJI"3NSS]s1-e133 28 iTOTALLOTAREA112,110 SF 2!6 C I I Gj I f009r :5000 64YEW/R.5 0:w CYS4R/44Y W.A. F.1 i!PPri LEGAL DESCRIPTION is 23 ° g- g TUT 500105 0r ME 50UMEb1 OWRIER 9 TO:TIORTHA45Y 0uunw OI SECTHN u. P M0x7 3J MRM,NNOE 5 TAsE MCUA,REC NER9KL I R 5 c0uxn.RADT'utk E'N.•:. 1 y., eby SC..N ROLLO.: FI}x HE..Al ME 5.9.CORNER Cr SAO SUM... J tDO.KAM or03.14•DST.KONO ME 9STSPLY LC+E THEREOF,A J•Rwx Or 4vu BUFFER ALTERATION TABLE Q ;.. iEHcMRmCBeXse'00'NEST A DIVA.M'41 s.w FEu To rXE usRALr WON or euma RmlCrox 41u1 o COMMON TRARS.S.exE MST n R4n TREANCE SOLIDI IS'3YN•EAST.NANO S.EASTERLY IUa091.A°STANLO Of 50919 1 BVFfW Y.xE-W AREA NB)Sf. d.•' p• Ca TAMEEAASTEEFEELSO. RRIv.0it0SA 500 S01.16.19...TAM 410.4510.TOf 55@Maa r SOW1°T4.19 CM M EOM MG A656 V. Ex X.SOU.JO AM WO..RMR 41.10 RCER THAT A MTON MCPEOF LYN0 WWI T.WENT Or NAY OF SO11II6.45T 11. C SIPCLT.AL50 ESCCPT THAT PORTwN MEREOF LRWO MD MC RENT OF 01016 0r 1242R AV. SWMEAR. A PRELIMINARY GRADING AND DRAINAGE PLAN 3 FOR s1 ALDER HEIGHTS ca1•-50' A PORTION OF THE S.E.1/4 OF THE N.W.1/4 OF SECTION 33,TOWNSHIP 23 N.,RANGE 5 E,W.M. D KING COUNTY,WASHINGTON H NORTH VAULT VOLUME$ OETFNTION • D y CANSERVATY]Ex FLOW CONTROL j5 p I y vo° x 1' MAX WATER EL..420.1 iI y 9 w.Maw*OUTLET01004G I.E..ata.0 N,n 9 I °' BOTTOM OF VAULT El...412.0llyy11 -- STORAGE REQUIRED-t32,384 CF xa rru 1"' STORAGE PROVIDED-433R00 CF L z mwna+a WATER_OUN RY bS_C_=„`_ i 41441 ,Gos...ii-- BASIC WATER QUN.IIY ad R1D• y d!T> '•+ C C ws..0 VOLUME REQUIRED-±5,144 CF tll ,s--- +4_ s`._ J, p.N. Y 0 VOLUME PROVDED-224,000 Cr Q' r 1'SEDIMENT SI000E) a s y GAGA _ f-'[' /figi I E b. J""v:•':•'• C t'i :a l y I ' 4AR0 E ROD( jl J\ P• Q44— i.la.IliP 10 I ,,.I II E, ./.04 Q S213 1 I......6 rI' 1 tt 9 IL v 11 fli 3 f'? ' • mom i " goy 1 I /i(j` —w j'tu R: `"'j GSV m o F' ` Ta I` rf.I:f_G' I Iy e IY xu+""IiN xa•vRN. KC n TRACT r/• +s'b II 5 '17 f li Fr.:• A' ^li--- •C' j-2, III I 1: G"tm `iu' v n' f+ 3 t;T' r 0I IF::n /' lh1A6T x..11 i .T1r 6••••m J_ E• Y a,,,, ..` yC' mw A3Cf F. 0,01 xuml a,T 332303-904] +E , 7-+,ILL3Y F 6' SaE1nY ' y, :.c71 4:a( o u,ax Y RD o _ W N0 SDWG.X 2•COMPACTED TIO DEPTH GRIMEDAED RET CONUE.,E VAVNEx, l R„® II W4 E xw5 MG.x0.3-001 1-1/2'cAwDIc,CD DF Ix CRUSMFD POpf 9AfKN0,OV CW RSE 14E ///nr Il1.. 1,/ Au r caweKtEe Ofnr+Cvu.Gm Naut Sux.K.w aus coumE}i 1C y/. I y 14P01 Ry y. 9y>° .N.uvPK1 JJ N t vs[i a -/ NO MT Wet P 141M WY 0¢Pag7 CExT.91V0 M''COM11M'a I 1• a 011 R,r o[DatumT ... TM ER DIEM COMNN RNp STM B SECTION x,OR r C 9tN°y "> matt }.15' PNP , •^] f= TRACT B-26'Private Access S r"1'•1e:ina 91015 NOT To swc 30N29 IP TO 00 PAPA WWII 11RR.ttt OF WAY 30.ONE NV R/'+ P SOUTH VAULT VOLUMES p q DETENTION EroPAVExEw ti. soLwA u w tH pp, vcPb' CONSERVATION FLOW CONTROL t gg FFr,WTx-VOTES o.a 4 , z...,Ar•5 `>A MAY WATER EL..419.0 1'I 11• I 11 11• g 6 c____ - __- _ 1., ,','''..2 4by¢. OUTLET I£.413.1I., 44.711 K BOTTOM OF VAULT El..409.1 uPo-rs'ern. i``y'' Nav t4.` STORAGE REQUIRED.t28,020 OF I O*.•n hti STORAGE PRONGED.228,000 CF 6 WATER QUA]ITY y Q !_ r,0.4f° 05501 OEEH 4 MN.como,OL BASIC WATER QUALM r CWPKTED DEPM MASS B.ASPHALT CONCRETE PAVEMENT Z SEPTA](TTP! ON 4v[xi cGYRER cumin.lunittw cauvro sumo.or come VOLUME REOVIREO-t9,080 Cl ScenrK PEA,,IA 3-00 1-1/2•COWACTED DO M MVO ROtx SMACK TOP coVRna Ai¢RwR Q•`' W.-VOWME PROVOST.t12,D33 CF maw°NGEIE - 3.COMPAOTE0 OEPM CINS5O ROO,00RFIMl4 BATE COURSE T3 _9 P 500 m a4•PP. T'SEDUM STORAGE)RIXILO L,)RB PAGO°b''0 10EAMCM WT 00 P[WWW DEPENNVO ON SOU COMMONS URBAN SUBCOLLECTOR na xw cxc xu 3-Wt agMV ROGo s+NwPw sErna.m NOT TO SCALE ROAD A-Minor Access N NOT TO ACNE 9 N soft suRvEy King County Area Washington UNITED STATES DEPARTMENT OF AGRICULTURE Soil Conservation Service in cooperation with WASHINGTON AGRICULTURAL EXPERIMENT STATION Issued November 1973 SOIL CONSERVATION SERVICE KING COUP'1 If NrcrA, SOIL LEGEND The first capital letter is the initial one of the soil name. A second capital letter, A,B,C,D,E,or F, indiTtes the class of slope. Symbols without a slope letter are those of nearly level soils. SYMBOL NAME e AgB Alderwood gravelly sandy loom,0 to 6 percent slopes AgC Alderwood gravelly sandy loam,6 to 15 percent slopes Ago Alderwood gravelly sandy loam,15 to 30 percent slopes AkF Alderwood and Kitsap soils,very steep AmB Arents,Alderwood moterial,0 to 6 percent slopes. AmC Arents,Alderwood material,6 to 15 percent slopes* An Arents,E erett material• BeC Beousite gravelly sandy loam,6 to 15 percent slopes BeD Beausite gravelly sandy-loam,15 to 30 percent slopes 13er EtsaitSiie.Igravetty'7.1.w`5, a ,40to.75,:.a:-ed:.A.,p Bh Bellingho i silt loam 1 Br Briscot slit loam Bu. Buckley slit loam 1 Cb Coastal B aches S S Ea Earlmont lit loam Ed • Edgewick ine sandy loom 1 EvB Everett gr velly sandy loam,0 to 5 percent slopes S EvC Everett gr velly sandy loam,5 to 15 percent slopes EvD Everett gravelly sandy loom,15 to 30 percent slopes - S EwC Everett-Alderwood gravelly sandy looms,6 to 15 percent slopes E InA" Indianola"loomy fine sand,0 to 4 percent slopes' - InC Indianola loamy fine sand,4 to 15 percent slopes • l Inl Indianola loamy fine sand, 15 to 30 percent slopes KpB Kitsap sil loom,2 to 8 percent slopes E KpC • Kitsap sil loam,8 to 15 percent slopes E. KpD - Kitsap siI loam, 15 to 30 percent slopes KsC Klaus gravelly loamy sand,6 to 15 percent slopes F Ma Mixed all(vial land F NeC Neilton very gravelly loamy sand,2 to 15'pccent slopes Ng Newberg s-ilt loam • Nk Nooksock silt loam No Norma sandy loam Or Orcas pear i Os Oridia silt loam OvC Ovoll grmJelly loam,0 to 15 percent slopes OvD Ovall gratIelly loam,15 to 25 percent slopes i OvF Ovals graJelly loom,40 to 75 percent slopes Pc Pilchuck loamy fine sand Pk Pilchuck fine sandy loam Pu Puget silty clay loam I Py Puyallup line sandy loam RaC Ragnar fine sandy loam,6 to 15 percent slopes RaD Ragnar fine sandy loam, 15 to 25 percent slopes RdC Ragnar-Indianola association,sloping* RdE Ragnar-Indianola association,moderately steep Re Renton silt loam i Rh Riverwash So Solai silt loom Sh Sammamish silt loam Sk Seattle muck Sm Shalcar muck Sn Si silt.l m So Snohomish silt loom ' Sr Snohomish silt loom,thick surface variant • • • Su Sultan silt loam • Ti.; Tukwila muck Ur Urban land Wo Woodinville silt loam ti,__. . 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IR Y' li.• 4.%,,, .-. . 1 ts•., 1 ..-.. 17 ,. to. tx, ,.,,,..... a 91.,,,,.......„ %., ... • ) 1 eq, .- !--).. 1-,. 4 -. J.: r- T • x‘ i'?,..-'.. t.- i.....*:'''''. i.:*'•', 1,'"-:,,,, A. t";.. 4% '; el r; A ' 4' 44/ 25. . 11.; gi i NI, ' ' .- ....:-... ... c., A,', 7, ' 11 S. ..;.• . . 1' ..,.....;. 45144. 4.•; 24444'.. L, 4 CI'••, a` iilo 1,,, a.....„,- 1.', I r a. a .. ....*:!,..' 1, f.'‘," •-; .. i. '':-' ...., •• - . 1" ••:: ' ' • •, . ...• ... 1 mooz dew sips U.S.DEPARTMENT OF AGRICULTURE SHEET No,II SOIL CONSERVATION SERVICE KING COUNTY AREA,WASHINGTON I IRONIES QUAORMJ001) Ixx•Y at n a' .•am.n Q xnbu.A..l! 1n.c on. 10' lep IxTOrlV x,0 avl 1 y' 1 r, T` -•n.•,t„'i y w: qN 'r4vr? Ig,,„_Vallavelwitto.ast,,,. .mktsn. .:; t n a 4 n 65 f a i11. I.1 um. ;".7.V 5/'fIyTA:1, 1 t. i r.UTO' Jr" l If' si 1 ti spial; r ' A r ig d S 1,k , ` N% ) I il.. 1IpRg'G:'I 11f tir)Iki °,1:.;t1": f ti;i g iviari i. . '.. : e ' iI • sztelizi. 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I IA . • If1 ji1ijr4__flIti i ao Irlitit . ...lir : 4 f Q Eli l -—" 1- nt • twizaW•n, 0 •:-- ", .. .`1 la al ,1,11119 A- ex'''• •• l',"'''`'.k•-•;,.1,4 A., - ..\,„:,. a • LTA J! u. tin.'In.ri). 1x ,Tiro-12Y1Y .u.>.n.. 0 11....,.n. .. . 0 x xTO• 9,9.+vler sni•Il.i Goo i Ortenderae.u.9mpu n19x0 er Usts vl.,anorms9nUmi.a 5.rn 0...•Fwlnr y MY.^,.F,m aea nebi"e 4mn SGS xy minub rh n.m.ec w..n eren A.neWlor.1 E.°nn.n ll.rnn Sm1 0.ro fwS mT Sm 1m rnr n1 m.19]x Nmrn M.niun e.rum, nvN 39n1wr ma e.ua m wnninirun.wGlm4 anl.m, 00.0 MN',A9EA,aA911N520v 00,11 SHEET NO.11 DESCRIPTIONS OF THE SOILS . This section describes the soil series and map- Alderwood soils 'are used for timber, pasture,ping units in the King County Area, Each soil berries., row crops, and urban development. 'Theyseriesisdescribedandtheneachmappingunitinarethemostextensivesoilsinthesurveyarthat- series. Unless it is specifically mentioned otherwise, it is to be assumed that what is stated Alde1) rwood gravelly sandy loam, 6 to l5 percentaboutthe.soil series.holds true for the mapping slopes (AgC) .--This soil is rolling. Areas areunitsinthatseries. Thus, to get full information irregular in shape and range from 10 to about 600aboutanyonemappingunit, it is necessary to read acres in size.both the description•of the mapping unit and the Representative profile of Alderwood gravellydescriptionofthesoilseriestowhichitbelongs. sandy loam, 6 to 15 percent slopes, in woodland,An important part Of the description of each -450 feet east and 1,300 feet south of the northsoilseries .is' the soil profile, that is, the quarter corner of sec. 15, T. 24 N., R. 6 E. :sequence of layers from the surface downward to rock or other underlying material. Each series Al--0 to 2 inches, very dark brown (10YR 2/2)contains two descriptions of this profile. The gravelly sandy loam, dark grayish brownfirstisbriefandintermsfamiliartothelayman.• 10YR 4/2) dry; weak, fine, granular struc-The second, detailed and in technical terms, is for ture; slightly hard, friable, nonsticky, _scientists, engineers; and others who need to make nonplastic; many roots;.strongly acid;thorough and precise studies of soils.. Unless it abrupt, wavy boundary. 1 to-3 inches thick.is otherwise stated, the colors given in the B2--2 to 12 inches, dark-brown (10YR 4/3) gravellydescriptionsarethoseofa-moist soil.sandy loam, brown 10YR 5 3Asmentionedinthesection "How This SurveyWas dry;tmoderate,; lihMade," i medium, subangular blocky structure; slightlynotallmappingunitsraremembersofasoilhard, friable, nonsticky, nonplastic; manyseries. ,Urban land, for example, doe not belong roots; strongly acid; clear, wavy boundary.to a soil series, but nevertheless,- is listed in 9 to 14 inches thick.alphabetic order along with the.sal-series.B3--12 to 27 inches, grayish-brown (2.SY.5/2)Following the name of each mapping unit is a gravelly sandy loam, lightsymbol. in parentheses:. This symbol identifies the dry; i grayt (2.5Y 7/2) iunitonthedetailedsoilma . many, medium, distinct mottles of lightmappingpLListedatolivebrown (2.5Y 5/6); hard, friable, non-the end of each description•of a mapping unit is the sticky, nonplastic;. many roots; medium acid;capability unit and woodland group in which the abrupt, wavy boundary. 12 to 23 inches thick.mapping unit has been placed.- 'The woodland desig- IIC--27 to 60 inches,nation and the.page for the descri tion of each grayish-brownli (2.5Ytill,5/2), i P i weakly to strongly consolidated lightcapabilityunitcanbefoundbyreferringtothegray2.j r i 5Y 7/2) dry; common, medium, dis* F# Guide to Mapping Units" at the back of this survey. mottles of light olive brown and yellowiTheacreageandproportionateextentofeachbrown (2.5Y 5/6 and 10YR 5/6)mapping unit are shown in table 1. Manyof the massive; c . no roots; medium acid. Many feet thick.terms used in describing soils can be found in the Glossary at the .end of this survey, and more de- The A horizon ranges from very dark brown totailedinformationabouttheterminologyandmethodsdarkbrown. The B horizon is dark brown, grayishofsoilmappingcanbeobtainedfromtheSoilSurveybrown, and dark yellowish brown. The consolidatedManual (19). C horizon, at a depth of 24 to 40 inches, is mostlygrayishbrownmottledwithyellowishbrown. Some. Alderwood Series layers in the C horizon slake in water. In a few areas, there is a thin, gray or grayish-brown A2TheAlderwoodseriesismadeupofmoderatelyhorizon. In most areas, this horizon has beenwelldrainedsoilsthathaveaweaklyconsolidated. destroyed through logging operations,to strongly consolidated substratum a• a depth of Soils included with this' soil in mapping make up24to40inches. These soils are on uplands. They no more than 30 percent of the total acreage. Someformedunderconifers, in glacial deposits. Slopes areas are up to 3 percent the poorly drained Norma, •are 0 to 70 percent. The. annual precipitation is Bellingham, Seattle, Tukwila, and Shalcar soils;35 to 60 inches, most of which is rainfall, between some are up to 5 percent the very gravelly Everett'October and May. The mean annual air temperature is and Neilton soils; and some are up to 15 percentabout50° F. The frost-free season is 150 .to•200 Alderwood soils that have slopes more gentle ordays. Elevation ranges from 100 to 800 'feet. steeper than 6 to 15 percent. Some areas in New-In a representative profile, the surface layer castle Hills are 25 percent Beausite soils, someandsubsoilareverydarkbrown, dark brown, and northeast of Duvall are as much as 25 percent Ovallgrayish-brown gravelly sandy loam about 27 inches soils, and some in the vicinity. of Dash Point arethick. The substratum is grayish-brown, weakly 10 percent Indianola and Kitsap soils. AlsoconsolidatedtostronglyconsolidatedIglacial• till included are small, areas of Alderwood soils thatthatextendstoadepthof60inchesandmore. have a gravelly loam surface layer and subsoil. I Permeability is moderately r;__, '"in the surface Arents, Alderwood Materiallayerandsubsoilandveryslowinthesubstratum. Roots penetrate-easily to the consolidated substra- tum where they tend to mat on the surface. Some Agents, Alderwood material consists of Alderwoodrootsenterthesubstratumthroughclacks. Water soils that have been so disturbed through urb .moves on top of the substratum in winter. Available ization that they no longer can be classified-1--) water capacity is low. Runoff is slow to medium, the Alderwood series. These soils, however, haveandthehazardoferosionismoderate. many similar features. The upper part of the soil,This soil is used for timber, pasture, berries,to a depth of 20. to 40 inches, is brown to dark-and row crops, and for urban development. Capability brown gravelly sandy loam. Below this is a grayish-unit IVe-2; woodland group 3d1. brown, consolidated and impervious substratum. . Alderwood gravelly sandy loam, 0 to 6 percent Slopes generally range from 0 to 15 percent. These• soils are used for urban development.slopes (AgB):--This soil is nearly level and p undulating. It is similar to Alderwood gravelly sandy loam, 6 to 15 percent slopes, but in places its surface layer is 2 to 3 inches thicker. Areas Arents, Alderwood material. 0 to 6 percent slopes are irregular in shape and range front 10 acres to AmB)•--In many areas this soil is level, as a slightly more than• 600 acres in size ) result of shaping during construction for urban Some areas are as much as 15 percent included facilities. Areas are rectangular in shape and Norma, Bellingham, Tukwila, and Shalear soils, all range from 5 -acres to about 400 acres in size. of which are poorly drained; and some areas'in the Representative profile of Arents, Alderwood material, 0 to 6 percent slopes, in an urban area,vicinity of Enumclaw are as much as 0 percent Buckley soils. 1,300 feet west and 350 feet south of the northeast Runoff is slow, and the erosion hazard is corner of sec. 23, T. 25 N., R. 5 E.: slight. J • is used for timber,This Alderwood soil'asture 0 to 26 inches, dark-brown (10YR 4/3) gravelly1P sandy loam, pale brown (10YR 6/3) dry;berries, and row crops, and for urban development. n 3d2. massive; slightly'hard, very friable, non-Capability unit IVe-2; woodland groi sticky, nonplastic; many roots; medium acid;Alderwood gravelly sandy loam, 15 to 30 percent abrupt, smooth boundary. 23 to 29 inchesslopes (AgD) .--Depth to the substratum in this soil thick. varies within short distances, but is commonly 26 to 60 inches, grayish-brown (2.SY 5/2) weaklyabout40inches. Areas are elongated and range consolidated to strongly consolidated glacialfrom7toabout250acresinsize. till, light brownish gray (2.5Y 6/2) dry;Soils included with this soil in mapping make common, medium, prominent mottles of yelle•i.sh F- up no more than 30 percent of the total acreage. brown (10YR 5/6) moist; massive; no rootfomeareasareupto25percentEverettsoilsthatmediumacid. Many feet thick. eve slopes of 15 to 30 percent,.and some areas are up to 2 percent Bellingham, .Norma, and Seattle soils, The upper, very friable part of the soil extendswhichareindepressions. Some area , especially to a depth of 20 to 40 inches and ranges from darkonSquakMountain, in Newcastle Hills, and north of grayish brown to dark yellowish brown.Tiger Mountain, are 25 percent Beausite and Ovall Some areas are up to 30 percent included soilssoils. Beausite soils are underlain by sandstone, that are similar to this soil material, but eitherandOvallsoilsbyandesite. shallower or deeper over the -compact substratum;Runoff is medium, and the erosion hazard is and some areas are 5 to 10 percent very gravellysevere. The slippage potential is moderate. Everett soils and sandy Indianola soils.This Alderwood soil is used mostly for timber. This Arents, Alderwood soil is. moderately wellSomeareasonthelowerpartsofslopesareuseddrained. Permeability in the upper, disturbed soilforpasture. Capability unit VIe-2; woodland group material is moderately rapid to moderately slow,3d1. depending on its compaction during construction. Alderwood and Kitsap soils, very steep (AkF).-- The substratum is very slowly permeable. Roots • penetrate to and tend to mat on the surface of theThismappingunitisabout50percentAlderwood gravelly sandy loam and 25 percent Kitsap silt consolidated substratum. Some roots enter the loam. Slopes are 25 to 70 substratum through cracks. Water moves on top ofppercent. Distribution the substratum in winter. Available water capacityofthesoilsvariesgreatlywithinshortdistances, is low. Runoff is slow, and the erosion hazard isAbout15percentofsomemappedareasisan slight.included, unnamed, very deep, moderately coarse textured soil; and about 10 percent of some areas This soil is used for urban development. Ca- is a very deep, coarse-textured Indianola soil. pability unit IVe-2; woodland group 3d2. Drainage and permeability vary. Runoff is rapid to very rapid, and- the erosion hazard-is severe to Arents, Alderwood.material, 6 to 15 percentverysevere. The slippage potential is severe. slopes (AmC) .--This soil has convex slopes. AreasThesesoilsareusedfortimber. Capability are rectangular in shape and range from 10 acres tounitVIIe-1; woodland group 2d1. about 450 acres in size. 10 SE 173RD 0 z N PLACE c SOUTHEAST vl 174TH LANE w w h 3 O 0 z w x a APPROXIMATE SCALE IN FEET i m w Q O SOV 500 0 500 SOUTHEAST 175 H g 122ND AVENUE I._ N A` 1 ~i J LANE SOUTHEAST N m t E PETROVITSKY x ROAD LIMIT rtiR,41 rs,l RM283 F.z s1 , ETAILED STUDY m 4 1 ~ iv I', b g 3 I v. NATIONAL FLOOD INSURANCE PROGRAM Rz:i r(e. y p. 6 w-ZONE A o, t , FIRM 11te staiPlat FLOOD INSURANCE RATE MAP 122ND PLACE Y o, I 41 KING COUNTY, SOUTHEAST • s.a e y Cr ,_ * z ',,, „t q ' <. : WASHINGTON AND eci sT 17aTH a t , S ` INCORPORATED AREAS SOUTHER w 1 12.t , "' d4 %, e ,<ZONE X o s PANEL$83 OF 1725 GG QM , yj11 A y 1 < 4, ro[ x SEE MAP INDEX FOR PANELS NOT PRINTED) k y `F z a CONTAINS: SOUTHEAST 180TH N a fic N ^' 1 COMMUNITY NUMBER PANEL SUFFIX STREET C 1' dtt +"d o,.. KING COUNTY. I ve f 4 na H145', %? UNINCORPORATEDCRYOF AREAS 530071 0`Jdi F T a c 7 TC"'ry PENTON,LRY 8J0088 F ti w EAST 18iST STREE 4 g '. 1` zv •4 b',-,`,, e 4 SOU1N o W 33 r u 7 Cl, n MAP NUMBER c Z 53033C0983 F w i. L 1-yrotiQwr b V 377 MAP REVISED: y, MAY 16,1995 M4MitiP,,,,,,,,A,, N 1£4g, Federal Emergency Management Agency 184TH STREET 4k6LSOUTHEAST 184THV¢` `` J STREET t ` This le an official copy of a portion of the above referenced flood map. It was extracted using F-MIT On-L1ne. This map does not reflect changes or amendments which may have been made subsequent to the date on the4rAfN'l44 title block. For the latest product Information about National Flood Insurance JOINS PANEL 0991 Program flood maps check the FEMA Flood Map Store at www.msc.fema.gov 1 G 4.1'.. . . LEGEND 3,-, SPECIAL FLOOD HAZARD AREAS INUNDATED APPROXIMATE SCALE IN FEET . sr_•6 r BY 100-YEAR FLOOD 500 0 500 ZONE A Nu base flood elevations determined. 1--1 I---I I--I. I 122°09'22" ZONE AE Base flood elevations determined. u1 47°28'07'. ZONE AH Flood depths of 1 to 3 feet rusually areas fa, of pondingi; base flood elevations • determined. muZONE AO Flood depths of 1 to 3 feet ;usually sheet NATIONAL flow on sloping terrain;; average depths NATIONAL FLOOD INSURANCE PROGRAM y determined.For areas of alluvial fan flooding, velocities also determined. ZONE A99 To be protected from 100-year flood by FIRMFederalfloodprotectionsystemunder i - constnution; no base elevations determined.• FLOOD INSURANCE RATE MAP I ZONE V Coastal flood with velocity hazard (wave action);n°base flood elevations determined. KING COUNTY, ZONE VE Coastal flood with velocity hazard iwave WASHINGTON AND action); base flood elevations determined. INCORPORATED AREASPIMPbuilsojFLOODWAYAREASINZONEAE OTHER FLOOD AREAS PANEL 983 OF 1725 SEE MAP INDEX FOR PANELS NOT PRINTED/ ZONE X Areas of 500-year flood: areas of 100-year flood with average depths of less than 1 foot or with drainage areas less than 41 T square mile; and areas protected by CONTAINS: from 100-year flood.COMMUNITY NUMBER PANEL SUFFIX OTHER AREAS LNG COUNTY. UNINCORPORATED CM AREAS SOOT MBEcon F PENiON.CRY OF 630088 09&f F ZONE X Areas determined to be outside 500-year floodplain. ZONE D Areas in which flood hazards are undetermined, UNDEVELOPED' COASTAL BARRIERS l 53033C083EF RIN.,. Imo: . . Identified Identified Otherwise MAP REVISED:1983 1990 Protected Areas Coastal barrier areas are normally located within or adjacent to Special IV-V- MAY 16,185 Flood Hazard Areas. I 611' IFloodBoundary Floodway Boundary Federal Emergendy Management Agency Zone D Boundary J rF Boundary Dividing Special Flood This is an official copy of a portion of the above referenced flood map. It was extracted using F-MIT On-Line. This mapdoes not reflect changeswp . ws, * Hazard Zones. and Boundary or amendments which may have been made subsequent to the date on the Dividing Areas of Different title block. For the latest product Information about National Flood Insurance Coastal Base Flood Elevations Program flood maps check the FEMA Flood Map Store at vw,w.msc.fema.gov i p m PLACE w r1L'_ I'llI, n uz SOUTHEAST N w 1— 174TH LANE N 7 Z wOCOCO w 4 co m w Q p APPROXIMATE SCALE IN FEET SOUTHEAST u'+ 175TN g 122ND SOU AVENUE N 500 0 500 LANE SOUTHEAST N i 1--+ —+ e SE PETROVITSKY a ROAD w341liRM283i,i,, LIMIT OF s ITE DETAILED STUDY Ata° F, s ^, _ ZONE AE , NATIONAL FLOOD INSURANCE PROGRAM r FIRMF. 0— FLOOIINSURANCE RATE_MAPVill.122ND PLACE SOUTHEAST i KING COUNTY, sc,EE WASHINGTON AND k INCORPORATED AREASSOUTHEAST178TH N A, r ••, , Ar _., w ZONE X o M i" ; PANEL 983 OF 1725 N s SEE MAP INDEX FOR PANELS NOT PRINTED) 0 f 6SOUTHEAST180THSTREETcn L.CONTAINS: 0 8 Wa o` t - . COMMUNITY NUMBER PANEL SUFFIX Cl) C cowerm1- I— P^: UNINCORPORATED AREAS 530071 ORi F wT 181ST STREET a RENiON.CITY SF srawe o F wF- SOUTHEAS 33 ce w s ,' :; W Ertl MAP NUMBER I w 53033C0983 F 377 a co MAP REVISED: a ems- MAY 16,1995p, 4 04 tills CV ll- EAST 184TH STREET SOUTHEAST 184TH , ry k'"-`"L, Federal Emergency Management Agency STREET This Is an official copy of a portion of the above referenced flood map. ItU was extracted using F-MIT On-Line. This map does not reflect changes or amendments which may have been made subsequent to the date on theJOINSPANEL0991titleblock. For the latest product Information about National Flood Insurance Program flood maps check the FEMA Flood Map Store at vww.msc.fema,gov 1 155 Weekday: Feb. 12 thru June 3, 2005 Read the Adverse Weather Info for this route. Weekday Vi;,5iitiird'ay t .iiouf }t ape To SOUTHCENTER(Weekday): 140th Av SE 156th Av SE 140th Av SE 116th Av SE Talbot S Andover Pk W SE E. SE 177th Fairwood SE 177th SE 168th S Carr Tukwila Pkwy 5:10am 5:15am 5:28am 5:35am 5:48am 6:10am 6:15am 6:28am 6:35am 6:48am 7:10am 7:16am 7:30am 7:37am 7:51am 8:10am 8:16am 8:30am 8:37am 8:51am 9:10am 9:16am 9:30am 9:37am 9:52am 10:10am 10:16am 10:30am 10:37am 10:52am 11:10am 11:16am 11:30am 11:37am 11:52am 12:10pm 12:16pm 12:30pm 12:37pm 12:52pm 12:50pm 1:22pmD 1:29pm 1:36pm 1:51pm 1:51pm 2:22pmD 2:29pm 2:36pm 2:51pm 2:51pm 3:22pmD 3:29pm 3:36pm 3:51pm 3:51pm 4:22pmD 4:29pm 4:36pm 4:51pm 4:51pm 5:22pmD 5:29pm 5:36pm 5:51pm 5:51pm 6:22pmD 6:29pm 6:36pm 6:50pm To FAIRWOOD (Weekday) : Andover Pk W Talbot S 116th Av SE 140th Av SE 156th Av SE 140th Av SE E.SE Baker S Carr SE 168th SE 177th Fairwood SE 177th st 6:12am 6:28am 6:34am 6:42amB 7:12am 7:28am 7:34am 7:42amB 8:12am 8:28am 8:34am 8:42amB 9:12am 9:29am 9:35am 9:43amB 10:12am 10:29am 10:35am 10:43amB 11:12am 11:29am 111:35am 11:43amB 12:12pm 12:29pm 12:35pm 12:50pm 12:55pm 1:12pm 1:29pm 1:36pm 1:51pm 1:56pm 2:12pm 2:29pm 2:36pm 2:51pm 2:56pm 3:12pm 3:29pm 3:36pm 3:51pm 3:56pm 4:12pm 4:29pm 4:36pm 4:51pm 4:56pm 5:12pm 5:29pm 5:36pm 5:51pm 5:56pm 6:12pm 6:29pm 6:36pm 6:51pm 6:56pm 1 1 I I Route 155 Route Map Tukwila Pkwy MAP LEGEND - k , ::JTHCENTER -1111111 Makes all regular stops. 431(D TRANSFER POINT: Route intersection MALL T - _ Baker Blvd for transferring to the connecting route orElbTIMEPOINT: Street intersection usedEiusttsitlu.. - routes indicated. 121 0-s 0•- for time schedule reference point listed .v....30..., 13 14 13..113 at the tap of time columns to estimate 43 4111 TIME POINT/TRANSFER POINTcc. , 1 ilt bus arrival and trip times. combined. Strander Blvd 0 LANDMARK:A significant geographical reference point. c A ri N12. 2 t OA 7 A it, 163 us FAIRWOOD i'l 400 Ftel Illfuluit Prol' taki Rd 169 al to 0 SE.168th 0 SE17th990.X ta 4 atrSE vil"ti C Ca Cg 0 cci t FAcIREWNOTOERD 0 41 VALLEY cc c. 13 a CENTER -0 0 ;SE 176tlii 3 1 0 il te ol SE179th tt. td a S 180th St 0 SW 43rd St T Sc• - sliC 163 169 ek Pc 4 4 ASE177th •Rt, 1-, 0 King County TYPE OF CERTIFICATE October 20, 2004 ORIGINAL Certificate #01612RoadServicesDivisionCONDITIONALFileNumber: 04-03-26-01DepartmentofTransportation Expires: October 20, 2005KSC-TR-0313 201 South Jackson Street Seattle,WA 98104-3856 CERTIFICATE OF TRANSPORTATION CONCURRENCY Specific conditions are described on the reverse side of this certificate. Pursuant to King County Code, Chapter 14.70 as amended, this certificate confirms that the level of service standard used in the Transportation Concurrency Management program has been satisfied and sufficient road capacity is reserved for the development project described below. IMPORTANT: This certificate does not guarantee a development permit Other transportation improvements and mitigation will be required to complywithIntersectionStandards,Mitigation Payment System,King County road standards,and/or safety needs. 1. Applicant Name and Address' Wit! am Bagley, 12252 SE 184th, Renton WA 98058 2. Property Location: a. Property Address: 12252 SE 184th b. Development Name: c. 'Parcel Number: 3323059009 3. Type of Development Permit To Be¶euested: Formal Plat 4. Proposed Land Use:Single Family Residential 5. Zone Location and Reserved Units: a. Concurrency Zone: 799 Community Planning Area:Soos Creek i. Commercial Project-Total Square Feet: 0 ii. Multi-family-Number of ts: 0 iii. Single family-Number of nits: 30 6. This Certificate is subject to the fo11 Owing general conditions: a. This Certificate of Concurrency runs with the land and is transferable only to subsequent owners of the same property for the stated development, subject to the terms,conditions and expiration date listed herein. This Certificate of Concurrency is not transferable to any other property and has no commercial value. This Certificate Expires: October 20, 2005 unless you apply for the development permit described above,prior to that date.If this requirement is not met the King County Department of Transportation reserves the option to cancel your certificate and capacityreservation. When you apply for a development permit with King County's Department of Development and EnvironmentalServices (DDES),bring this Certificate of Transportation Concurrency as part of the development application package.If you have any questions,please call(20 263-4722. 144,7:;. 7 DLindaDougherty,Director,Road Services Department of T AUG Z 3 Z O Transportation King County,Washington K.C. D.D.E.S. I ..•SED1262M 111 1•Yy IA 0 5 0 rt n ,0 King County Department of Development and Environmental Services Land Use Services Division 900 Oakesdale Avenue Southwest Alternative formats available Renton,Washington 98055-1219 upon request 206-296-660.0 TTY 206-296-7217 L05P00188 File Number To be filled in by DDES) PRELIMINARY SUBDIVISION WORKSHEET RELATING TO DENSITY AND DIMENSIONS Several development regulations play a role in the creation of a subdivision within King County. Determining the allowable density, minimum density, and a lot width on a piece of property can be confusing. This worksheet will assist you in correctly applying specific portions of the code and will be used to determine if a proposed subdivision or short subdivision meets the density and dimensions provisions of the King County Zoning Code (Title 21A). This worksheet is designed to assist applicants and does not replace compliance with adopted local, state and federal laws. Pre-application conferences are required prior to submittal of a subdivision or short subdivision. These conferences help to clarify issues and answer questions. They may save you both time and money by eliminating delays resulting from requests for additional information and revisions. You may call 206-296-6600 to find out how to arrange for a pre-application conference. Worksheet Prepared By: Ivana Halvorsen Date: 6/7/05 Print Name) Subdivision Name: Alder Heights Comprehensive Plan Land Use Designation: UR-M Zoning:R-6 If more than one Comprehensive Plan Land Use designation or zone classification exists for the property, show the boundary between the land uses or zones and the area within each on the preliminary plat map. If a single lot is divided by a zone boundary, transferring density across zones on that lot may be permitted subject to the provisions of K.C.C. 21A.12.200. Please complete only the applicable portions of this form I.Site Area (K.C.C. 21A.06.1172) also see (K.C.C. 21A.12.080): Site area (in square feet) is the gross horizontal area of the project site, less submerged lands as defined by K.C.C. 21A.06.1265, and less areas which are required to be dedicated on the perimeter of a project site for the public rights-of-way. N/A square feet in submerged land (any land below the ordinary high 0®pywatermark—see K.C.C. 21A.06.825) N/A square feet in perimeter rights-of-way which will be required to be Dedicated N/A Total 2EgRO m AUG 2 3 2005 Check out the DDES Web site at www.metrokc.gov/ddes 1 Subdivision Density and Dimension Calculations Ic-cal-subden,pdf 12/10/03 11699.008.do( C Paeeoe aL05P001 ;;PO VI Calculation: 192,176 Gross horizontal area of the project site N/A Total submerged lands and rights-of-way 192,176 Site area in square feet NOTE: To continue calculations, convert site area in Square feet to acres by dividing by 43,560 4.4 Site area in acres NOTE: When calculating the site area for parcels in the RA Zone, if the site area should result in a fraction of an acre, the following shall apply: Fractions of 50 or above shall be rounded up to the next whole number and fractions below .50 shall be rounded down. Example; If the site area in acres in 19.5 acres (less the submerged land and less the area that is required to be dedicated on the perimeter of a project site for public right-of-way) the site area can be rounded up to 20 acres. No further rounding is allowed. (See K.C.C. 21A.12.080) II. Base Density (K.C.C. 21 A.12.030 - .040 tables): The base density is determined by the zone designations(s) for the lot. 6 du/acre III. Allowable Dwelling Units and Rounding (K.C.C. 21.A.12.070): The base number of dwelling units is calculated by multiplying the site area by the base density in dwelling units per acre (from K.C.C. 21A.12.030 - .040 tables). 4.4 site area in acres (see Section 1.) X 6 base density (see Section II) 26 allowable dwelling units Except as noted below, when calculations result in a fraction, the fraction is rounded to the nearest whole number as follows: A. Fractions of .50 oIabove shall be rounded up; and B. Fractions below .50 shall be rounded down. NOTE: For parcels irk the RA Zone, no rounding is allowed when calculating the allowable number of dwelling units. .For example, if the calculation of the number of dwelling units equaled 2.75, the result would be 2 dwelling units. Rounding up to 3 is not allowed. (See K.C.C. 21A.12.070(E)). IV. Required On-site Recreation Space (K.C.C. 21A.14.180): This section must be completed only if the proposal is a residential development if more than four dwelling units in th1e UR and R zones, stand-alone townhouses in the NB zone on property designated Commercial Outside of Center if more than four units, or any mixed use development if n-ore than four units. Recreation space must be computed by Check out the DDES Web site at www.metrokc..gov/ddes Subdivision Density and Dimension Calculations Ic-cal-subden.pdf 12/10/03 11699.008.doc Page 2 of 6 multiplying the recreation space requirement per unit type by the proposed number of such dwelling units (K.C.C. 21 A.14.180). Note: King County has the discretion to accept a fee in lieu of all or a portion of the required recreation space per K.C.C. 21A.14.185. Apartments and town houses developed at a density greater than eight units per acre, and mixed use must provide recreational space as follows: 90 Square feet X proposed number of studio and one bedroom units 170 Square feet X proposed number of two bedroom units 170 Square feet X proposed number of three or more bedroom units + Recreation space requirement Residential subdivisions, townhouses and apartments developed at a density of eight units or less per acre must provide recreational space as follows: 390 Square feet X 24 proposed number of units 9,360 Mobile home parks shall provide recreational space as follows: 260 Square feet X proposed number of units V. Net Buildable Area (K.C.C. 21.A.06.797): The base number of dwelling units is calculated by multiplying the site area by the base density in dwelling units per acre (from K.C.C. 21A.12.030 - .040 tables). 0 areas within a project site which are required to be dedicated for public rights-of-way in excess of sixty(60') of width 43,652 sensitive areas and their buffers, to the extent they are required by King County to remain undeveloped 0 areas required for above ground stormwater control facilities including, but not limited to, retention/detention ponds, biofiltration swales and setbacks from such ponds and swales 9,360 areas required by King County to be dedicated or reserved as on-site recreation areas. Deduct area within stormwater control facility if requesting recreation space credit as allowed by K.C.C. 21A.14.180 (see Section IV) 0 Regional utility corridors, and 0 other areas, excluding setbacks, required by King County to remain undeveloped 52,012 Total reductions Calculation: 192,176 site area in square feet (see Section 1) 53,012 Total reductions 139,164 Net buildable area in square feet NOTE: convert site area is square feet to acres by dividing by 43,560 3.19 Net buildable area in acres Check out the DDES Web site at www.metrokc.gov/ddes Subdivision Density and Dimension Calculations Ic-cal-subden.pdf 12/10/03 11699.008,doc Page 3 of 6 11 VI. Minimum Urban Residential Density (K.C.C. 21A.12.060): The minimum density requirement applies only to the R-4 through R-48 zones. Minimum density is determined by multiplying the base density in dwelling units per acre (see Section II) by the net buildable area of the site in acres (see Section V) and then multiplying the resulting product by the minimum density percentage from the K.C.C. 21A.12.030 table. The minimum density requirements may be phased or waived by King County in certain cases. (See K.C.C. 21A.12.060.) Also, the minimum density requirement does not apply to properties zoned R-4 located within the rural town of Fall City. (See K.C.C. 21A.12.030b)12.) Calculation: 6 base density in du/ac (see Section II) X 3.19 Net buildable area in acres (see Section V) 19 X minimum density%set forth in K.C.C. 21A.12.030 or as adjusted in Section VII 16 minimum dwelling uni s required VII. Minimum Density Adjustments for Moderate Slopes (K.C.C. 21A.12.87): Residential developments in tie R-4, R-6 and R-8 zones may modify the minimum density factor in K.C.C. 21A.12.030 based on the weighted average slope of the net buildable area of the site (see Section V). To determine the weighted average slope, a topographic survey is required to calculate the net buildable area(s) within each of the following slope increments an1d then multiplying the number of square feet in each slope increment by the median slope value of each slope increment as follows: sq. ft 0-5%slope increment X 2.5% median slope value= sq. ft 5-10%slope increment X 7.5% median slope value= sq. ft 10-15%slope increment X 12.5% median slope value= sq.ft 15-20%slope increment X 17.5% median slope value= sq.ft 20-25%slope increment X 22.5% median slope value= sq.ft 25-30%slope increment X 27.5% median slope value= sq.ft 30-35%slope increment X 32.5% median slope value= sq. ft 35-40%slope increment X 37.5% median slope value = Total square feet Total square feet In net buildable area adjusted for slope Calculation: total square feet adjusted for slope divided by total square feet in net buildable area weighted average slope of net buildable area Note: multiply by 100 to convert to percent- round up to nearest whole percent) Use the table below to determine the minimum density factor. This density is substituted for the minimum density factor in K.C.C. 21A.12.030 table when calculating the minimum density as shown in Section VI of this worksheet. Weighted Average Slope of Net Minimum Density Factor Buildable Area(s) o'f Site: 0% -- less than 5% 85% 5% -- less than 15%83%, less 1.5% each 1% of average slope in excess of 5% 15% -- less than 40% 66%, less 2.0% for each 1% of average slope in excess of 15% Check out the DDES Web site at www.metrokc.gov/ddes Subdivision Density and Dimension Calculations Ic-cal-subden.pdf 12/10/03 11699.008,doc Page 4 of 6 EXAMPLE CALCULATION FOR MINIMUM DENSITY ADJUSTMENTS FOR MODERATE SLOPES: sq.ft 0-5%slope increment X 2.5% median slope value= 10,000 sq.ft 5-10%slope increment X 7.5% median slope value= 750 + 20,000 sq.ft 10-15% slope inc 1ement X 12.5% median slope value= 2,500 + sq.ft 15-20%slope inclement X 17.5% median slope value= sq.ft 20-25%slope increment X 22.5% median slope value= sq, ft 25-30%slope increment X 27.5% median slope value= sq.ft 30-35%slope increment X 32.5% median slope value= sq. ft 35-40%slope increment X 37.5% median slope value= 30,000 Total square feet 3,250 Total square feet In net buildable area adjusted for slope Calculation: 3,250 Total square feet adjusted for slope divided by 30,000 Total square feet in net buildable area 0.108333 Weighted average slope of net buildable area 11% (Note: multiply by 100 to convert to percent- round up to nearest whole percent) Using the table above, an 11% weighted average slope of net buildable area falls within the 5% -- less than 15% range which has a minimum density factor of 83%, less 1.5% for each 1% of average slope in excess of 5%. Since 11% is 6% above 5%, multiply 6 times 1.5 which would equal 9%. Subtract 9% from 83% for an adjusted minimum density factor of 74%. This replaces the minimum density factor in K.C.C. 21A.12.030 table. VIII. Maximum Dwelling Units Allowed (K.C.C. 21A.12.030 - .040): This section should be completed only if the proposal includes application of residential density incentives (K.C.C. 21(01/4.34) or transfer of density rights (K.C.C. 21A.37). Maximum density is calculated by adding the bonus or transfer units authorized to the base units calculated in Section III of this worksheet. The maximum density permitted through residential density incentives is 150 percent of the base density (see Section II) of the underlying zoning of the development or 200 percent of the base density for proposals with 100 percent affordable ynits. The maximum density permitted through transfer of density rights is 150 percent of the base density (see Section II) of the underlying zoning of the development. base density in dwelling units per acre see(Section II) X 150% =maximum density maximum density in dwelling units per acre X site area in acres= maximum dwelling units allowed utilizing density incentives (K.C.C. 21A.34) base density in dwelling units per acre see (Section II) X 200% =maximum density maximum density in dwelling units per acre X site area in acres = maximum dwelling units allowed uti izing density incentives with 100 percent affordable units (K.C.C. 21A.34) base density in dwelling units per acre see (Section II) X 150% =maximum density maximum density in dwelling units per acre X site area in acres= maximum dwelling units allowed utilizing density incentives (K.C.C. 21A.37) Calculation: base allowab'e dwelling units calculated in Section III bonus units authorized by K.C.C. 21 A.34 Transfer units authorized by K.C.C. 21A.37 total dwelling units (cannot exceed maximum calculated above) Check ou the DDES Web site at www.metrokc.gov/ddes Subdivision Density and Dimension Calculations Ic-cal-subden.pdf 12/10/03 11699.008.doc Page 5 of 6 tl I 1 IX. Minimum Lot Area for Construction (K.C.C. 21 A.12.100): Except as provided for nonconformances in K.C.C. 21A.32: A. In the UR and R zones, no construction shall be permitted on a lot that contains an area of less than 2,500 square feet or that does not comply with the applicable minimum lot width, except for townhouse developments, zero- lot-line subdivisions, or lots created prior to February 2, 1995, in a recorded subdivision or short subdivision which complied with applicable laws, and; B. In the A, F, or RA Zones: 1. Construction shall not be permitted on a lot containing less than 5,000 square feet; and 2. Construction shall be limited to one dwelling unit and residential accessory uses for lots containing greater than 5,000 square feet, but less than 12,500 square feet. (K.C.C. 21A.12.100) X. Lot Width (K.C.C. 21A.12.050(B) Lot widths shall be measured by scaling a circle of the applicable diameter within the boundaries of the lot as shown below, provided than an access easement shall not be included within the circle. (See K.C.C. 21A.12.050). a I I I I I 30 Feet Mir 41) Lot Width Circle I I I I Lot Width Measurement Check out the DDES Web site at www,metrokc.gov/ddes Subdivision Density and Dimension Calculations lc-cal-subden.pdf 12/10/03 11699.008.doc Page 6 of 6 r i H l E / CON SNORT PLAT N O 775088 A. s3 T. 23 III. 5 KING COUNTY. *ASHINGT,0N This space reMerved for APPROVAL I recorder's use Deppertomot of Dimming and Gos•unity Deveiopmrnt t.• lmfldia, and Lad Development Division 1 quiasd and approved this II day of j C•7 241. 1_1LO77 a 1O33d a Daaao33U Manager, autid s rand Development Division n M n u113° L..Ro 1° I 02 Department of Public Markso 41+1% Examined and approved this 17 — day of ii& Or J9.22 v'riled for record at the topmost y l sest ofr I ! - Director VERNIE D. LOCKARD man. De carrot of Assesslwts G Examined and approved this day of CCfUP , _ l9 '77 5 Data= for iinAf /7./,4,PA r 8 a 450 KC lding it natrtitttoro t Des Ssattls, Wahinptort De10/ Deputy Assessor d. LEGAL CSS IPT10M TOTAL AREA That portion of the Southeast Quarter of Section 33, Township 23 North, • Range 5 East, W.H., in King County, Washington, lying Northwesterly of Boulevard Lune Division No. 2, according to the plat recorded in Volume 82 of Plate, pages 20 and 21, records of King County, Washington AND Northwesterly of Boulevard Line Division No. 5, according to the plat recorded in Volume 89 of Plats, pages 29 and'30. records of King County, Washington+ AND lying Northerly of the following described line: Beginning at the Southwest corner of Lot 52, Boulevard Lane Division No. I. according to the plat recorded in Volume 80 of Flats, pages 89 and 90, records of Ling County, Washington; Thence North 01°51'31" East along the West line of said plat 286.83 feet; Thence North 16°17'1S" East along said West line 45.58 feet to the South- west corner of Boulevard Lane Division No. 2; Thence continuing North 16°17'15" Eastalong the West line said plat 343.15 feet to the True Point of Beginning of said described line; Thence North 89°39'00" Weet 597.07 feet to the West line of said Southwest Quarter and the end ofssid described line; TOGETHER WITH an easement for roadway and utilities purposes over a strip of land 601 feet in width, being 30'feet on each side of the followingdescribedcenterline: Beginning n the centerline of South 184th Street as shown on the plat of Northwestern Garden Tracts, Division No. 6, according to the plat recorded in Volume146 of Plata. page 100. records of King County. Washington, said point being North 88 50'11" Weet 8.70 feet from the Easterly margin of said plat, Thence South 88°50'11" East to the center of.said Section 33 and the terminal point of said centerline.... I ioi5". RD15 33 ad liar aM FIN it YVasilI Pay' i Er6 3 S JUN 3 0 200E KING COUNTY LAND USE SERVIC MAIN FILE COPY LOT 1 The South 135 feet of the North 165 feet of the Went 300 feet of the Northwest Quarter of the Southeast Quarter of Section 33. Township 23North.IRange 5 East, W.v., in King County. Washington; TOGETHER WITH an easement for ingress,,egress and utilities over the North 30 feet of the West 300 feet and over the East 60 feet of the West 360 feet of the North 330 feet; All in the Northwest Quarter of the Souta-east Qaurter of Section 33, Township 23 North, Range 5 East, W.M., in King County, Wa4Lington. LOT 2 The South 135 feet of the North 300 feet of the West 300 feet of the Northwest Quarter of the Southeast Qaurter of Section 33, Township 23North,IRange 5 East, W.M., in King County, Washington; Q TOGETHER WITH an easement for ingress, egress and utilities over the North 30 feet of the West 300 feet AND over the East 60 feet of theWest360feetoftheNorth330feet; All in the Northwest Quarter ofQ the Southeast Quarter of Section 33, Township 23 North, Range 5 East, W.M.. in King County, Washington.... LOT 3 The South 135 feet of the North 435 feet of the West 300 feet of the Northwest Quarter of the Southeast Qaurter of Section 33, Township 23North,IRange 5 East, W.H., in King County, Washington; TOGETHER WITH an easement for ingress, egress and utilities over theNorth30feetoftheWest300feetANDovertheEast60feetoftheWest360feetoftheNorth330feet; All in the Northwest Quarter of the Southeast.Quarter of Section 33, Township 23 North, Range 5 East, W.M., in KingCounty, Washington. LOT 4 That portion of the Southeast Qaurter of Section 33, Twonehip 23 North,Range 5 East, H.H., in King County, Washington, lying Northwesterly of Boulevard Lane Division No. 2, according to the plat recorded in Volume82ofPlats, pages 20 and 21, records of King County. Washington AND Northwesterly of Boulevard Lane Division No. 5, according to the platrecordedinVolume89ofPlats, pages 29 and 30, records of King County,Washington AND lying Northerly of the following described line: Beginning at the Southwest corner of Lot 52, Boulevard Lane Division No 1, according to the plat recorded in Volume 80 of Plats, pages 89 and 90,records of King County, Washington; Thence North 01°51'31" East along the West line of said plat 286.83 feet; Thence North 16°17'15" East along said West line 45.58 feet to the South- west corner of Boulevard Lane Division No 2; Thence continuing North 16°17'15" East alongthe West line of said plat343.15 feet to the True Point of Beginning of said described line; Thence North 89°39'00" West 597.07 feet to the West line of said Southeast Qaurter and the end of said described line; EXCEPT North 435 feat of the West 300 feet thereof; TOGETHER WITH an easement for ingress and egress and utilities over the North 30 feet of the West 300 feet AND over the East 60 feet of the West 360 feet of the North 330 feet; All in the Northwest Qaurter of the South- east Qaurter of Section 33, Township 23 North, Range 5 East, W.M., in King C unty, Washington. COVENANTS, CONDITIONS AND RESTRICTIONS RUNNING WITH THE LAND: 1. THAT, the parties using the roadway will contribute equally to the maintaining of the easement roadway by participating equally in the necessary work and/or contributing tothenecessaryexpense. 2. TEAT, decisions concerning maintenance and repair of the roadway may be made by majorityvoteofthepartiesusingtheroadway.3. THAT. the parties and their guest and invitees shall not park vehicles upon the road- way or otherwise unduly obstruct the roadway.4. THAT. the owneriof the roadway, his grantees, or assigns, hereby agree to dedicatetheroadwaytoKingCountyforright-of-way and street purposes at such time the needarisesandrequiredJ. 5. THAT, the owner of the roadway, his grantees, or assigns, hereby agree to participateintheformationofaCountyRoadImprovementDistrictandnottoopposeorprotesttheformationthereof. Short Plat Mos 775088 Page 2 of 4.. 4 r 1e S. E. 184--ri S-T Sin LA-r I V. / i u Air• EASEMEIJT rem IN4QL 1 I. gra u. 4EbS 4 UTllITi.s b h Q Z i Loy- 2 ? l •,_- Gi/ mart/rar-OW 44. 0jQ-vp`(V. nisjr.di" In 1111717. 11.4 Ltr) I S oN In 7 11 ,} I 4:( o i LDT 4- Ili r 13 el q o hl ail Zil tJ Al I 2 W j 1rsv-.-- .J i. 0 ft// 3 -1i- TR------ 597 Q7' SV IiP mar 39•ao-•W/S$ 7 z A.Nie. Y Q'J 4,04I•0,44..,,e4.0. • L. b-Pest.f KD Aim 4 r176o73vo8853030449/ 4 R1I 6 1 it t 1/ al ) \ Ripe i g yL Map on File in Vault Direction: r I Scale: 1 "s ZOO' i 0 Short Plat No: 75.416P8 Page 3- of 4 1 f r DHCLARAT ION: XNOW ALL NEN by these presents, that we, the undersigned, owners in fee simple land contract purchaser(.)) of the land herein described, do here- by revise Short Subdivision Application No. 77SoSg as re- corded under Recording No. g( 2.00U0081 Records of Ring County, Washington, and th s Revised Short Subdivision thereof pursu- ant to RCN 58.17.060 declare this revised short plat to be the graphic representation of the same, and that said revised short subdivision is made with the free Otonsent, and in accordance with the desire of the owner(s) . IN WITNESS WHEREOF We have get our hands and seals. ameName u7 rName Name c CD N CD A STATE OF WASHINGTON County of KING On this day personally appeared before am JOHN *CARL ANDERSON and DOLORES I. ANDERSON; and VERNIE D. LOCKARD and GLENNA M. LOCKARD. to ma known to be the individual described in and who execute• the within and foregoinginstrument, and acknowledged that they signed the same - their free and voluntary act and deed, for the ruses and purposes therein menti• GIVEN under i hand and official seal this • ,:, $ail of ,''• " - ,19•Z. Notary Public in and for the State o Washington, residing at Kent seol STATE OF WASHINGTON,/ County of t On this day personally appeared before me to se known to De the individual described in.and who executed the within and foregoing inserueant, and acknowledged that • signed the same as free and voluntary act and deed, for the ices and purposes therein mentioned. GIVEN under ay hand and official seal this day of 19_• Notary Public in and for the State of Washington, residing at 6021 Short Plat Numbed 7 7-5- ge) Page If of l 7.,,-4.7175,77,177.7-7? 7,-:.7.c.-444y,givr--- w*Ii..6?, ::.7.,i-,!:::,i;:;.•iwp,,,r45.-,f;::1,;:q.,,,.:,..... -.--_::,•:. , . •''., 0,r:Flvi-412:i--Y,F.V•: -- •. 1'.::".. ..:. • f,,,0140.1F4.7 .-'.'-'!".k'':.-;:i... ::-:.;•i 1'"".4".11•-'44A'),-+,:f-"It tg'",....:;',-:i'--4r-,-,, ;*,:....-. -.:••••-",...-,,....;.::::,„, ..-..'-• 431•t,,,..„,,,„,,,„ .. :-.,„ -..: •,,,••,...., • . ..._._,..,-, ,, ,A, ,,,, • ,, 4%:+'-;'' '',..,-..;''',.-'-'4:';,'.?il,':k.r.'....,-1.,: ,:': . -•- If''-'-•:• `'•:. •.:-.. '.........;--:--',..';,-;1?!..':.-- -1 a.i Akiiiiiiiiit-. .. '... . i•'-'':.. 4kuirs#44fiti..-•.• . . N.,— •• ' ,:- •- .. • 1 . :-. ..•:-.'......•, . , y-, 1:A •21.1,114t AO, -.PY.•;-104#1,4100$100"4"-Aliti4k.:444k-;-04-4,4%lel=icagaW7 and if5-.-. mots , .4;..,,acanicorAylkiatiti. itlittlifoi,,, - ..,.f. -i!,..,.,. •"'...,,....,--.1.:7", *fre•lc.,.,-- : doseribiod 9 Mir sit,ttoit4a1 ii002 6-•.00**-$47$01001;4;*-0.4x,.,...7 • • • . wil$1106:lj.1l„A',...lr.4b2it1o1iki.•,,iV, •,...- giii.••-10r1:. t..i4iii,i10*44,."...*i"i4• i•ii: g-• 40*01**. ..0f*. oiiiOt 4 53. o * lira a-fmitibl.Aga ,,,..-.,-::.;.;.:-.- • i - i! 1.1..., . .. 4,4;-_-,-.--r4-i-.,--.;.:-...,:• , . : i e' in. Naseasent.'Ter.rolhaey'.:60zfeet. is...width in Bastian 33, Tavaislxip 23 1 Nartai.,-.',Ikaati'5•:.SaVYkits Alaiiit"30 fist;,nik saoh"..aida.',fid' the foliwolag d•- soribint einleorjfijet • • .- ,*. • 4...-• leginaieu444eintlin:tis,osater.line of 84 84 MIKlekth Street as sheen ne•the-',044. 0e..-Itirtthiliabeila.'0-ariion ?recta. lijettioi. Zoo 6, as per • plat •rostirdid.;in-l'Ainiila."•:Ol.I'llitin.nii;;,..pati•-100, iii*Oriiii of Rios ooloaty, l• said point liaing.-inkihr, *-.. .3.011"-.1liali..14.10:.:feet frnit'..the Easterly margin 1',.. of said: piiti riiiiiiiiiiiitaiitAi:10.501.W.,::**2,:tio the :Miter of said Bastion 33;t••• then of lath 1".i10.*1-4ait• .ilaiii-tino.Worth aid.South towbar lizie of said i•••-'• Seotion...53„ a.tialieno.or 799:0'.,teot...ke:e:po4nt whiok for retinues purposes i-- is..riteeignated liiiiiii0"•• 'thinee'"Onitiiniiiig'..iiirth 1#03114"East, slaig said Northlad V Oith•°altar line. :619..53:•feet‘-•tal*he.'Ortbeist a°roe r of the i... Sinithiast i•of theleithwiet'?": Of said..siiiiiita 33; thence North 176261146" West 95.56 rant; tNei•es.NNorth 41•I.1146".•reet 150 fist; theism, North 13°011 46" •1110st 100 .fast;• titiates.:.Nor,* VV.:MVO East 200.keit; theioo licrth 53* y...--: 11146" want 15:**114 that.. Path 764.3P146" 'Nat 75.01 fist; thenos South a 79a581114." Welt ..63.6:7 feet to-littorsest the.Easterly lies of the Coringtair- Seattle l'ionsiiiiiiii•Line right .of•eny. AUSO Deginning at.....ths &bon.ttiaignated "Point ef end tinning thence South 86•42126" Salt 750i,d, f.sott thanos North 1410231N;" last 887.95 fest to inter- cut th. North Ilk. of the SOutheast ..2, of the Northeast i of said Bootie), i'cl' 33.with thee. SOuthniBsterly line of the Coringtaa-Reriton Trinsrisnina Lino No. 1 right of wily; all situate in tile County of King, State of Washingtal. l':- 1.,-7-3 NrCW TgaRIPOBB, in OODSidoration of $.1.00 and other no1nelola oposailioration the.az4:44.4ica.a do he** greats a perpatnal saanonnt oier:,miCsarner. the abd*Cdeitnittoid 6o- fOot-strip.0 land for road purineos, inik.easnaint to be ;11exportnal end10....hafa0gairtesient to.ner truot. of 144.4 boadering or ia-0140fitfreiaid:r40f„.#00t •strip, and to baliindiing..:Open,the.ationisr and all tntarenniain thereof, their suooaeiore and neeidas. i 1/-.11 • - Dated this day of?"77'-'e-, / 19 ...) :• I 4.. .,' .4... i q.-- • 7n 41116f iik 1- 1 441 g4, ,,,,, STATE OF WASHINGTON, i i...,.:•'-' ss. of _4.County 4....7e::.. JUN 3 0 2003 it- ',./pKiNel 0 Ft.---44 4 LAND USE SER,79:-,••••••••-•-•••r:'''-• -;,.7A*Vt,•%,,i,;4,,,,':..tr4kn'•'!;--• I _ 1:":,•:::';., . - 1 .,...,:s..,---.,<,--ih.,,-,-4.s ,---)“,v,..,,,,••,.. to•:::„Mr•c• ;•:- .•,....);i-is:-.-f.e,,,.,,,, „.,.. :..., -. 4tivribptsin ruirki.:Zrxsuted.pie within end fOregoing instrument same as FILE OPY co.,-.:•• - - ',-,,,,.,..-•-.--:;..-.c.',•••,:rw.?•,---- ‘..:',c.," '', 4ita free and voluntary act and deed, for the 1.,-. . ..ff.-1,-;:!=-.,,,'4e!,,••., -„,v ,.---"..1:•••:v.'.:::.,":•i,I.W.::4,,,,,V4h...,'-,. f,-,-,--i :,, . .. •.:..;'..ici,-Wg: .!%•. -;',,' .gln-,•-:-,:•• .:Ii.•?.?2,.'1,•;„,,,,,,a-..,..,,,:i.„;;;,.,,-. C..?- 1°' 400r ,41 - • 1;'.-:,.,..",.._....••••.- -!-':;'' '',V7,1';'re.. li:'CA:-' '''''.`tAilr k".‘"'r''• 11166,...R;':••••,-,4500Pr ill tO . :..iii,wit5i.i•,,,:•.•,;;;,:,k.-. 4,.•43.1.,.:-:::‘,.:- . .. ••••:..,•••,-.-r,fr4-",---s•.•.,..x.i,o," r,. ,-,,,••••:-..,-:::.••••,-*--:,..,,,&f,•;,••-;-,..:•,,,• • .,:f,•,-,... ...•-..,...,:f]...:.. • 2;giti.i:(kW'- - . 1 • 1 1 1 ,i ;.' . • I i r, Cep-i a*-41r... 4492041st• woo-. A;r4;:'-:/"' 1:, itiiiii:*:AvAi-.4S0— '4.Q..:-",--i:!:4: 's' .4.'541,:§4:0-Wt-'1!:44:,:,. .',-ii,i.:›7013 INOTRONMET... . . -. ;•.,. • - . 5.4::.---mlx..,...-• . ,11;•..:Icz,:ze3:...,t••::-....-.. v.z.!4,-; -,:.-1.,..T.:. . .,,.. -71F.:' ,:s,., r.....,,,,,,:gT!;;" °•':,,::•-•.:7::••;-:',, 1';':-••-'-•1••':•'.'.%; ' 4'-"gs.:%'•fl,?.. l.'1'•?.-.1.: ....,!:'!,-*';:';':•:F%1 5-•,"- •‘':,:::!i.'5•'-'•itg;..ir':... :,.:::;,ibyandbetwitHglibleiOnan,z4.111010011110,7i46104110is f." 41_01kiiiiitthICieff:-. z.,;..4; 4--k-.4,:-.-ii.2.''F','-t4.:4,i''..,.,"c.,,E,--r-", :,','.::t.i.,-7.•:'.', ' '-ri Ul O. E. Eohleman Atd"MittialiAc-MaliAligirirtat; ,,,, , zi.,,, i'..,..... IP l'.,';'''''',2",'",''''','''':''''''',": 4:43.'1.":"'*-1'"',•'3•,--:.f''-,:4:-&-',':'..:.:.::::,..:''';. _" 'l la June G. EahlcmLn, Ids wife, bereitiOtii*44440C:!ftin‘a00444Ali‘CRECArrtex SEWER DISTRICT a Municipal CorporitiosiOf King.12e**, ftehingtoiti,-hilieith-10 after called p rantee." WITNESSEWH: That said Grantors, for and in consideration of the sum of to be paid by Grantee, and other valuable consideration, ..: de by these Presents, grant, bargain, sell, convey, and confirm unto the 1 said Grantee, the right(s)-of-way or easement(s), for severs with necessary 1 aoourtenances over, through, across and upon the following descrJbed_pro- ay in lang County, Washington, more particularly described as follows: • That o.ortion of the SE 1/4 of Section 33, Twp. 23 North, Range 5 East • o.o., Cescrihed as follows: lOo.ii......niH at the Northwest corner of said Subdivisions thence South o 'lli; East along the North line thereof eso.oc, ft.; thence South 15°29' 17' ::ont 1.104.(1,9 feet; thence South 1°03114u West 286.47 feet to the North lio..y %.o'f the Son'th /073.55 feet (measured at right angles) of said Subdivision; t7t0000 South 0'2701" West along said North line 500.20 feet to the West said Oubdivision; thence North 1°03'14" East along said West line 1651.o7 feet toi the ooint of beginning- 11is rormanco.t easement consists of the following described parcels: oe West 30 feet of the NW 1/4 of the SE 1/4 of Section 33, Twp. 23 Last 1 the Worth 30 feet of the Westerly 850.00 feet of the cf th.z. SS 1/4 of Sac. 33, Twp. 23 North, Range 5 East W.M., lying tco'.i.y of the West boundary of the Plat of Boulevard Lanes No. 3; 00ST:ii-EO. WTTE a 40 foot wide strip lying 20 feet on each side of the dc.ncri7:sea line: i ,nizr at the center of Sec. 33, Twp. 23 North, Range 5 East N.M.; i.,t:_triv along the North line of the SE 1/4 of said Sec. 33, 260.00 7:.:-, i.... . tore point of beginning; thence Southwesterly to a point on the E.r. ...Iva of said SE 1/4 which is 635 feet Southerly from the center of ' ction 331ana the terminus of said line. I 50 foot wide strip lying 25 feet on each side of the foolo ..!oi ,Ic.fori5c:".. line, in the SW 1/4 of the SE 1/4 of Section 33, Twp. Ecst W.N.; o.o.oing Jo the centerline of S.E. 188th Place at the Westerly boundary of iionievard Lanes- Div. No. 1, as recorded in Vol. 30, Pages F.9, of ?lats, accords of Xing County, Washington; thence Westerly ta t i.lse of said SW 1/4 on an extension of the alignment of S.E. 180th o.leoe i.o thra ro.o; Plat of Boulevard Lanes; 7 1. TO:77..TIO. NIT'r;. that portico of the SW 1/4 of the SE 1/4 of said F..,-,:c,..:1,- :)",:-, Tw,o.1 23 north, Range 5 East N.M., lying West of the East bound- y ......: :•..1,a ou000'ville rower Z:CiminiutrUtion FOWer Line R/W,EXCEPT the South • foet,(osasured at right angles),of said SW 1/4. RECEWED ‘.001P1 JUN 3 0"rok—or"°— KING COUNTY LAND USE SERVICES 1 A SPA/VA 1_ n. yTM, . t• i,re:...•i:•:; _:'_ V} _Ti F ` y . + v 7 . prior inselt ail aF i may be rirY _., ltya;'Ssi;Q'::a'ilii' Jy`!or tom. . purpose of ooastsooafi , ,lfrp • iaq:::. dt ilq' Said sewers, or making-any connections there°with.,':' /tfiicut:gibe any'legal obligations or liability therelolc, -provided,.that'..snob oonstruotion, drepairing, altering Ali .ii gbal ..__- ..ac et or rs nstrncti tg b! suoh- rdrs shall be a oaomp- G lished in such a manner that the private improvements existing in the rights)-of-stay shall be disturbed or destroyed, or in the event they r are disturbed or destroyed, they Will be replaced in as good a condition as they were immediately before the property was entered upon by the Grantee. The grantor shall retain the right to use the surface of said right- of-wa,: if such use does not interfere with installation ot the sewer main. However, the Grantor .shall not erect buildings or structures on the right-of-way during the existence of said right-of-way. This right-of-way, during its existence, shall be a covenant running with the lend and shall be binding on the Grantor, his successors, ir.s arid assigns. S•' (Q ( and wed-f1 and and L _ i.. and 5•)i C=• W4SHINGTON ) SS COUNTY OT :ZING I, the undersigned, a notary public in and for the State of Washington rc.••,• ce-=tify that on this I=thday of April 19 67 r:_r c•:tally appeared before me 0. E. Eshleman Marian G. Eahl Ii and Neil O. Mahler•laa inc. June G. SahlaIDan Aar::to me known to be the individuals described in and who execute& the foregoing instrument, and acknowledged the signed and sealed the. same as thais free• and voluntary act and 91t, ' the uses and purposes therein mentioned. 11A ...—L'D c in anfor the State of Wash on, residing at Ignnwood I I f 1 a) r 0 P Ps. L El C A 7EGOO, K. BUILDING AND 1 BIn<'• A•(Ain f)EVttOP LANO DEVELOPMENT DIVISION I AUG 291988 45.0 KING COUNTY AJNINISTAATIGN BUILDING. SEATTLE. WA;M. 911104 TtLe 344-7900 AG ir?-eons Wi* '/i9/ s-0•/7 6T•' i V sins aae cc J : oC A Niter's .Iam. Address Ci_/ Tip holm SCAT PK1Lll) / 4e-( --1 Act i: - kt.JviiAI e7vc'. . 35—t /Cr- lac 3 Came''. Name Adt=.ss C:_/ ap Donn, at _ Cisnsr's :tam. Add-Toss C.27 p Dottie 71 Tax not C 1 Sc__te of Water 1 Sewage 7:sposal : :.wt'•i _.ca: j-f Gdf '„ :oc A y c.t 5. t/cEr is =u ant li' e.' G tot 3 9C 75 I <,, t,,/Jf ` =ti s,iL e=t7 'cif/wildcatel.dq. t. Tx- S S_;_.a=_x g'1 f-1 tot C 1,Twaw.=e JD 1/4 S.0 11.44 S.0 ISec i 'C Ia£q Da SacI £toLT 7Q f :mass Xii&CS0 _7_. 3 1.:;nl {: C=Pl.t* '—w s .it;.1 I 1 to Is'Lt.I I..q.1: 0.3=-prtoat r N a.,rb..u....,r.:... navy straT.AasetA78:GiWrf,hi.vile III ee..h....W-polo.• - ETA. Thee portion of the northeast quarter of the southwest iu rter of Seccloo 33,Tranship 23 North,itRange5tale.Y.N. in Xing County,Vaehington, described se follows: Deg long et the north- rut corner of amid subdivision; thence south 1c03'16"vest,along the east Ilia thereof 280 e feet; thence north 88°50'11"vest, parallel to the north line of said subdivi.lon, 130 feet;kV4O,•thence north 1 03'1i'east 280 feet; thence south 85°53'11n east 130 feet to the point of W bsslnmlttg; IESS theNOR7o /i 0fret thereof;TOCL71tCR Ytf1t sit easement for roedisp and utilities purposes over a scrip of lend 60 feet to width, being 30 fret on each side if the follwing d {bed Itor beginning on the center floe of Southeast 184th S[re,c ea shown oo tba flee of Northveecero Cordon T Division 16, according co plat recorded in Volume 46 o: flats, pegs 100, in nog County.Washington, said point being north eb°SO'11'west 8.70 feet frog thea7marginofamidplat; thence south 88°S0'II"east to the center of said Section 33 asd th. amratco{ point of amt0 center line, Rini County,Vas6lae[op, AND TOLTIE.Q WITN sit saasrset for ingress and egress over the east 30 feet of the above, EXCEPT A GICrp/ypfeeit thereof. l v,...._. I • L4C 3 That portion of the nottbesse quarter of the southuert quarter of Seetfoo 3).Township 23 North, Range S Zest.V:x. to Xing County,Yashingtoa. described as follove: eeitootng at she north- east corner of cold subdivision; :brace mouth 1c0Yli"west.along the east line thereof, 2d0 feet; thence march 88°50'll'vest, parallel to the north line of said svbdtvUloo, 130 feet; I thence north 103'16"rest 280 feet; thence month 88°53'1l"cost 130 feet to the point of beginning; LESS ches-erN Mr feet thereof:TOGETHER VITN en ceseatot for roadway and utilities purposes-over a strip-of land 60 feet in width, being 30 feet on each aide of the following described center Hoe; Deplaning oo the r line of Southeast 18ith Street as Avon on the Fist of Northam Garden I Divtalon 16, ding to plat recorded in Volume 46 02 Plats, pate 100. in Ring County.washingtoi, amid point being north 88°5D'I1'west 8.20 feet from the y sargin of said plat; thanes south 80 S0'11"east to the f said Section 33 and the tetalosl point-of said liar. Xing Canty,Vashingtoa. AND TOt7.TCCA VITN an marmoset for louses and over the east 30 feet of the above. KICEFT fpprrifreffest thetsof. o - 9 v11 fit- 03i:19 C. 07 f7 Rea, F =.a° Eat S 2...'3 c N'OUSE 1 e`prpec AOtYLJ7"I`,fj'!r CASHSL i+.,32.00 S'+ at C sac!) f,'1::: IF:Wit!) Af REQUEST tin Ti'''n_`ii1: c_•t`•• TITLE M ' s f1swine.' .: Il PA!Y 1":••:.:n.1. 7:E- 1 tfir ' ai i'-. ls'i t+ P- JUN3QFs KING COUNTY/ LLb5FbbIe . ti 7 I . • a Dig 4 8811030309 i " 'I V 1 y I.. t N N a A nn ryl,.. . gk ° 1i 1 R.ttn.N 1+ L • V 0 41 N n n.11 n n 4 04/• oI 'I l r•II 1 II I•• F n < a . . h # - A I R. n,N 81. I. çt '1 1I 41rQatn Pi IA II i d )T( 1 Io il j w it`I. V e"'r' I n V ,. tl 14S,0- A 61:: "•144, Tarnie i %, . Il to I.f, bN it • D 0 1 • • a \ t' /1 j III ( %1 11 P 1\ r„ ArC+Raft., a ; Ei sdr /e..t r NiiIN a r. n 1RR11Y 4 1.rC 9 43 N (. I.' it f.141 i li ../--)>. I FI .'+.'.•'ji: Its ' I li 11 11 II 1 VLTI r Iv I) 'II rI k i 1 11 4 11 1; 1• n T l: PM' • is n o I . I t''VI 11' IZ4`" Ave, N.E. - m el et: I l 1 Page 1 of 1 Goll, Shirley From: Mariano, Arlene Sent: Thursday, April 03, 2008 3:19 PM To:Goll, Shirley Cc: Bull, Trishah Subject: FW: L06P0009,#0.—0 0 8 Hi Shirley, Can you add Bev Miller to the POR list? Also, should she contact you regarding getting copies of the plat maps or refer them to records? Thanks, Arlene From: Bev Miller [mailto:bev@jaymarcdevelopment.com] Sent: Thursday, April 03, 2008 8:19 AM To: Mariano, Arlene Subject: L06P0009,L05P0018 Good morning, Arlene: 0 I would like to be onrthe mailing list of concerned folks that you notify of meetings etc. for these 2 plats. I also need plat maps. Could you please advise me on how to acquire these for each lat. Thanks so muck for allyou help. You can call" me anytime .p p at 206-229-2349. BEV MILLER Bev Miller Acquisitions Associate JayMarc Development 555 S.Renton Village PI.Suite 775 Renton,WA 98055 Tel 425.226.9100 Cell 206.229.2349 Fax 425.226.9008 www.jaymarcdevelopment.com Results from the Ground Up MCILYWil MAIN FILE CO 04/03/2008 1y-- 7,•/`? 1 f;'rx,. .rf'.1 ^",-'; •RY'. •':"i'.r ;-f,;, 1' y4e:%'..W;:.:•;.Jv. .%t;` '...'1.5'x-f- ':ti".:.i.x".. ii Brop,:xolvito,, King County P«.x:., Department of Development i: .'•>, :- and Environmental Services Land Use Services Division 900 Oakesdale Avenue Southwest Alternative formats availableRenton,Washington 98055-1219 206)296-6600 upon request Drop-Off Cover Sheet for Land Use Services Division IMPORTANT*********************** PROJECT NUMBER AND NAME IS NECESSARY Date Received by LUSD FOR ALL DROP-OFFS Project No.: Project Name:A4 DEfC Ef 6ffT5 RECE {M -F FROM: tkuioizse,)Barghausen Engineers JUN 8. 0 2006 --- Company Name/ Contact Person K.C. D.D.E.S.Telephone No. (425) 251-6222 TO: F.1 S14/1I.( ADDITIONAL INFORMATION REQUESTED BY KING COUNTY STAFF(please print) Short Plat/ Plats Please specify item(s)dropped-off: rRevtseD "P LIrvt1NK t4AP SeT t=Ca EVtr(. I ft 2ecaren OoCcar,"ill Lot Line Adjustment Permie Please specify item(s)dropped-off: Af Right of Way Permit Please specify item(s) dropped-off: Clearing/Grading Permit Additional information requested; please specify item(s) dropped off: Other: PLEASE NOTE: All drop-off item(s)will be logged into the computer under the project number, therefore, it is important that the top portion of this form is completed properly before you drop-off anything. Assistance in finding a project number can be provided by speaking to a Land Use Services Division Person of the Day(POD)or the Zoning/Land Use Technician. Your cooperation is important. Thank you. LUSD Drop-Off Cover Sheet Ig-cvs-dropoff.pdf 05-30-2002Page 1 of 1 GHA VS CIVIL ENGINEERING,LAND PLANNING-J q I I SION tis • 4Ai \j y2 I June 30,2006 r, COURIER DELIVERY RECEIVED NG ENG'N JUN 3 0 2006 Trishah Bull KING COUNTY King County LAND USE SERVICES Department of Development and Environmental Services L_O900OakesdaleAvenueS.W. poRenton,WA 98055-1219 RE: Alder Heights Preliminary Plat Resubmittal No. 1 King County File No. L05P0018 Our Job No. 11699 Dear Trishah: We have revised the Preliminary Plat Application for the above-referenced project in accordance with your comment letter dated December 2, 2005. The following documents are enclosed for your review: 1. Twenty-five (25)copies of revised Preliminary Plat map set 2. Eight (8) copies of revised Level One Drainage Analysis prepared by Barghausen Consulting Engineers,Inc. dated June 28, 2006 3. Five (5) copies each of t le record documents pertaining to easements for 124th Avenue S.E. and S.E. 184th Street at site boundaries a. Short Plat No. 775088 b. LLA No. 8808038 c. Sewer Easement Rec. No. 6164455 d. Access Easement Rec. No. 4416152 The following outline provides each of your comments in italics exactly as written, along with a narrative response describing how each comment was addressed: Recreation Space: Per KCC 21A.14.180, the proposed plat is required to provide 390 square feet of recreation space per, lot. Provide a conceptual recreation plan indicating the type of improvements (i.e. sport curt, play structure, benches, landscaping, etc.) proposed. For developments of 5— 25 dwelling units, one of the recreation facilities listed shall be provided to the tot lot or children's play area: a. playground equipment; b. sport court; c. sport field; d. tennis court; or e. any other recreation facility proposed by the applicant and approved by the director. Response: Please see the enclosed Preliminary Landscaping and Park Plan. MAIN FILE COPY 18215 72ND AVENUE SOUTH KENT,WA 98032 (425)251-6222 (425)251-8782 FAX BRANCH OFFICES • OLYMPIA,WA • TEMECULA,CA RANCHO CORDOVA,CA www.barghausen.com Trishah Bull King County Department of Development and Environmental Services 2- June 30,2006. Drainage: 1. As outlined in Section 5.2 of the 2005 drainage manual, best management practices (BMP) are required for the control of storm water and the design and installation of these facilities can be performed during subdivision development or deferred to the future building permit process. A list of the required BMP's for small lot development is shown on page 5-6 in the drainage manual. To determine the BMP requirements for this project, the design engineer shall prepare a written summary describing the procedures for designing and installing the BMP's and drainage facilities for both the subdivision and/or individual lot development. The selected requirements for lot drainage controls will determine whether or not the design credits summarized in Section 5.2.2 will be used for flow control design. If BMP's are proposed as part of the plat development rather than deferred to the building permits, the design concepts should be shown on the conceptual drainage plan for the project. Response: The BMP selected for this project site will be rainwater harvesting for 450 square feet of roof for the home to be constructed on each lot. A total of nine lots in the northeast basin and 13 lots in the southeast basin will have rainwater harvesting installed consisting of an underground storage tank in the backyard of each residence. Implementation of this will be deferred until the Building Permit phase of the development when the contractor starts work in order to give the contractor further options in case he wishes to use a different BMP for flow control credit for the project site. In addition to rainwater harvesting, storm drainage detention vaults with appropriate water quality facilities are to be installed in the northeast and southeast basins of the project site. The southeast basin utilizes Level 3 Flow Control in order to mitigate any potential impacts to the downstream drainage course from this development. In addition to the flow control requirement for the southeast basin, a water quality feature meeting the Basic Water Quality Menu in the form of a wet vault located below the live storage in the wet/detention vault will be installed in Tract C of the project site. The northeast basin is discharged into a sphagnum bog wetland as delineated in your letter. Therefore, a three-train treatment system of water quality features will be required in this basin. In addition to the detention system located in the northeast basin, a wet vault will be located below the live storage in the wet/detention vault that will discharge to a sand filter vault that will discharge to a stormwater filter, ultimately draining into the northeast drainage basin's downstream drainage course for the project site. The means of flow control in the northeast basin includes Conservation Flow Control, which is a Level 2 standard. 2. The proposed drainage plan indicates that a minor diversion of surface water is proposed by directing drainage from the western sub-basins to the southeast and north sub-basins. As stated in Core Requirement No. 1 in the Surface Water Design Manual, all surface and storm water runoff must be discharged at the natural location. In order to evaluate the proposed conveyance offlows,please submit a drainage adjustment regarding diversion of storm water per the requirements of section 1.4 in the design manual. Application forms and procedures for the drainage adjustment may be obtained on the King County web site at www.metrokc.gov/ddes. Response: There is minor diversion of surface water proposed for this development from the western basin into the southeast basin. As mentioned in your letter, there are flooding complaints in the southvl est basin; this should alleviate part of the flooding problem in the Trishah Bull King County Department of Development and Environmental Services i 3- June 30,2006 southwest basin by mitigation. A drainage variance will be prepared for this project and will be submitted under separate cover to make formal application for the drainage adjustment. 3. The preliminary drainage plan for the project indicates that a proposed vault will dischargestormwatertotheconveyancesystemalong124thAvenuewhichultimatelydrainsnortherly to a bog wetland.As stated in the drainage manual on page 1-65, a treatment option from the sphagnum bog protection menu must be used for the water quality facility. Please revise the preliminary drainage plan to show a facility which meets the applicable design standards as summarized in section 6.1.4 in the drainage manual. The preliminary drainage plan also indicates that frontage road improvements are not conveyed to a drainage facility and the roof drain stub outs for lots 17-24 and 1-2 are located on the high side of the lot. Please revise as necessary to capture all runoff for conveyance to a storm facility with all drainage entering the facility inlet to accomplish the required flow-through facility design. Response: We are now slllowing the sphagnum bog treatment methodology for the northeast basin such that a wet vault,combined with a sand filter vault combined with a storm filter that creates a three-train treatment system, as required for sphagnum bog discharge, is now installed in the northeast basin. The roof drains are now shown discharging off the front of all of the lots, and each basin has its own roof drains draining to it such that an equivalent area for each basin is routed to the appropriate basin. Any frontage improvements in the form of roadway improvements are considered minor and will bypass the detention system since they are so small,but will lbe accounted for in the detention system sizing. 4. The proposed storm water wet-vault located in the southeast basin does not comply with the 3:1 ratio for flow path length to width as required by the 2005 drainage manual. Please revise the preliminary drainage plan to show a rectangular vault which meets the flow path criteria. Response: We have noes provided the 3:1 ratio for the flow path in the rectangular vault in the southeast basin. 5. The downstream maps provided in the level one offsite analysis are prepared on large scale regional topography maps which are not adequate for evaluating site specific conveyance elements. Please revise the level one analysis to provide detailed mapping of the downstream flow paths, which correlate to the drainage system tables shown as Exhibit J. Response: We have now, included a King County topographic map with contour labeling at a closer interval for the entire downstream drainage courses from this project site at a larger scale. We hope this meets your requirements for providing a detailed mapping of the downstream flow path. 6. The system tables shown in Exhibit J do not indicate any potential problems for the conveyance elements; however, the text description in Task 4 indicates potential downstream flooding and/or erosion in the southeast basin. Based upon recent downstream reports prepared for the Sandhu and Goss plats, potential flooding problems also occur in the southwest basin. Since your proposal includes a diversion of drainage to the southeast basin, the focus for detailed downstream analysis should occur in this basin. When submitting the drainage adjustment application as discussed above in item 2, please prepare a detailed downstream analysis to levaluate the adequacy of the southeast basin and demonstrate that proposed drainage controls are adequate to prevent potential problems. Mapping of the flow i Trishah Bull King County Department of Development and Environmental Services 4- June 30,2006 path should be performed with an engineering evaluation of capacity, erosion, and potential flooding of private property. Response: We meant to indicate in our previously submitted Level 1 Drainage Analysis that the southeast basin downstream drainage course had no visible problems noted. However, it was felt that, if water was being added to the basin and if the peak rate of runoff increased, there might possibly be a slight potential for problems to occur. However, this project site is now providing Level 3 Flow Control in the southeast drainage basin, which creates the highest standard of protection for a downstream drainage course as indicated by King County's design standards. therefore, this problem should not be exacerbated through the development of the projectrsite. 7. Based upon field evaluation of the Alder Heights property, it appears that the central portion of the site is a closed depression. The pre-developed basin map shown in the drainage analysis depicts four sub-basins, however,field inspection indicates that portions of the north and west basins slope to the center of the property behind the existing house. Please perform a field evaluation to verify actual site topography and update the basin maps as necessary. Based upon actual site conditions, the final engineering plans will need to evaluate existing closed depression or ponding areas in accordance with Section 3.3.7 in the drainage manual. Response: We have field verified the existing ponding area behind the existing single-family residence on site, and resized our detention system to account for the existing ponding area in accordance with Section 3.3.7 in the Stormwater Drainage Manual for King County, 2005 Edition,and proposed a vault size in accordance with that manual on the plans. Road Design: 1. The proposed subdivisions does not comply with the requirements for secondary road access as described in King County Road Standards (KCRS) 2.20. Based upon recent preliminary approval of the Sandhu plat located on the north side of SE 1846 Street, the additional lots proposed with the Alder Heights plat will exceed the allowed limit of 100 lots served by a dead end road system. To address this requirement, a road variance application must be submitted to our office for review and decision by the Department of Transportation. For submittal of the road variance, it is recommended that your application include an evaluation of neighborhood circulation to determine if viable traffic routes and/or emergency access are available for secondary j access from the neighborhood. Written correspondence from the local fire district should also be provided to evaluate the adequacy of emergency access. Application forms and procedures for the road variance may be obtained on the King County web site at www.metrokcigov/ddes. Response: As you may be aware, based on the Goss Preliminary Plat (LO5P0001), there is no existing opportunity to create a secondary access from this long dead-end road that upon development of either the Goss Plat or the Alder Heights Plat will serve more than 100 lots approximately 88 lots are currently accessing the existing road network). A Road Variance request will be prepared regarding the 100-lot and secondary access issue; the variance will be submitted under separate cover. 2. SE 1846 Street and 124`h Ave SE are classified as neighborhood collector streets serving more than 100 lots. To achieve the required design standards for frontage improvements, the Trishah Bull King County Department of Development and Environmental Services I 5- June 30,2006 roadway must be widened with 16feet of pavement from road crown to curb. Please revise the preliminary road plan Which currently shows design standards for a subcollector street. Response: The existing road crown is west but very close to the centerline of the right-of- way so the plan has been revised to depict 16 feet of asphalt from the centerline of the right- of-way. There exists approximately 8 feet of asphalt on the east side of the centerline of 124th Avenue S.E. and approximately 11 feet on the south side of the centerline of S.E. 184th Street. Gravel shoulders e,ist on the non-project side of both streets. 3. The neighborhood collector classification for the frontage roads also requires compliance with entering sight distance standards and limited access for new streets and driveways. For compliance with these standards, please revise the project entrance with access from 124` Avenue SE. The road entrance should be located on the northern portion of 124th Avenue SE to maximize sight distance from the road curvature at the southeast property corner. Lot access should also be served internally from the on-site cul-de-sac. As shown in KCRS 2.03, the minimum required entering sight distance for a neighborhood collector is 490 feet. Response: Proposed Road "A" has not been relocated. The lot yield and overall layout of the project suffers by alternative locations for the new plat road. Because access to lots 1 & 2, 16 & 17, 18 & 19, 20 & 21, and 22 & 23 is not feasible (KCRS requires internal access when feasible) from Road "A", also because of lot-loss, joint use driveway easements continue to be proposed for these 10 lots. Access to the aforementioned lots from Road "A" reduces the lot yield to a level that threatens the project because of other factors that already make the project difficult, including the dual drainage facilities, off-site intersection improvements,wetland constraints, adequate area for emergency vehicle turnaround,required park areas, and other factors. Both 124th Avenue S.E. and S.E. 184th Street are neighborhood collectors and the distance a new roadway serving the Alder Heights project could be placed from the intersection is similar for each street (existing grades and drainage issues prevent placing the road at the north property line). The currently proposed location for Road "A" complies with Neighborhood Collector intersection spacing standards from 124th Avenue S.E. as well as the proposed road for the Goss Plat(LO5P0001). There are two existing residential driveways nearly directly across S.E. 184th Street from Alder Heights' Road "A' serving parcels 332305-9036 (2.31 acres) and 332305-9027 (0.64 acres). If these properties were to develop in the future and they shared a central access, the offset to the proposed Alder Heights' Road "A" could be approximately 8 feet. Both properties have limited development potential either due to size or the Bonneville Power Administration easement; both properties also contain single-family residences and are not pursuing subdivisions (based on a review of King County online permit applications report for both parcels). It is not expected that an unsafe condition will result from the proposed location for Road"A". Entering sight distance requirements looking west are met at proposed Road "A". To the east, the project will meet entering sight distance requirements by establishing a four-way stop intersection with stop signs at each leg (there are currently stop conditions for both the Trishah Bull King County Department of Development and Environmental Services j 6- June 30,2006 south and east legs of the intersection). Frontage and intersection improvements proposed for the project are expected to increase safety over existing conditions. 4. The existing road alignment at the southeast property corner does not meet County standards for horizontal curvature. order to construct new frontage improvements along the roadway, a road variance application is required unless the road is re-constructed as a formal intersection with the other existing side streets. To evaluate the design requirements, please prepare an enlarged scale preliminary road plan showing existing and proposed pavement, curbs, sidewalks, etc, including any required road widening on the south and east side of the road to complete the intersection design. Response: Enclosed is an enlarged plan depicting the proposed improvements to create a four-way stop condition at the 124th Avenue S.E./S.E. 184th Street intersection. As there are already four legs to the intersection, each serving multiple properties, the function of the 124th Avenue S.E./S.E. 184th Street intersection can be modified with a small amount of asphalt and new stop signs Ito be consistent with a four-way stop intersection. East leg of intersection — There are three parcels southeast of the 124th Avenue S.E./S.E. 184th Street intersection that are served by a east/west roadway located in a 30-foot easement per Short Plat No. 775088, enclosed), which is the extension of S.E. 184th Street. A different 60-foot wide north/south easement then follows the east side of parcels 332305- 9015,-9082, and part of-9083 serving to provide access to these properties. South leg of intersection Based on review of King County iMAP 2002 aerial photos, the existing gravel roadway serving the seven parcels south of S.E. 184th Street (332305-9075, - 9037, -9038, -9040, -9041, -9039, -9073 in order from north to south) lies in an easement noted on LLA No. 8808038 (enclosed). Significant Trees: Please submit a complete significant tree retention/replacement plan per KCC 16.82.156 and 21A.38. Response: A significant tree retention/replacement plan is enclosed as part of the revised preliminary plat map set. Deed History: Please provide the analysis of the deed histories of the property as referred to in the cover letter(page 3)submitted with the application. Response: Enclosed are Kiig County Assessor's maps and best available copies of recorded documents that show the presence of an existing 60-foot easement for roadway purposes (AFN 4416152 recorded in 1954). Several subdivisions and short subdivisions have occurred on the associated road network of 124th Avenue S.E. and S.E. 184th Street utilizing the existing easements and dedicating right-of-way along frontages. This project hereby intends to pursue the same mechanism for platting and utilizing the existing roadway network of 124th Avenue S.E. and S.E 184th Street, such that no private property owner approvals are necessary because the existing roadway system and roadway easement has been in place and has served the public for more than 50 years. Existinlg easements are identified on the enclosed preliminary plat map set for ease of review. Trishah Bull King County Department of Development and Environmental Services i 7- June 30,2006 We believe that the above response , together with the enclosed documents, address all of the comments in your letter dated December 2, 2005. Please review the enclosed materials at your earliest convenience. After some County review, it may be appropriate for us to meet with County staff to discuss any ongoing or new concerns identified. If you have questions or need additional information regarding this matter, please contact me at this office. Thank you. Respectfully, Ivana Halvorsen Senior Planner IH/pj/tep 11699c.011.doc I enc: As Noted cc: John Norris,Norris Homesr Inc. (w/enc) Daniel K. Balmelli,Barghausen Consulting Engineers,Inc. Brendan T.Madden,Barghausen Consulting Engineers,Inc. REVISED FIRE ENGINEERING CONDITIONS ALDER HEIGHTS - 24. LOT SUBDIVISION Permit Approval Conditions Document Fire System Review Tracking Number: L 51POi l8 . MAIN FILE COPY1/25/07 The following conditions apply to the Fire Engineering approval of the above referenced preliminary plat: AA02 MUDD Any questions regarding the fire review of this plan should be directed to: Bill Mudd,Fire Engineerin .Supervisor Telephone: (206)296-6785. SPRINKLER REQUIREMENT *** All future residences within this subdivision, except those built on lots 1,2 and 17 through 24,required to be sprinkled NFPA 13D unless the requirement is removed by the King County Fire Marshal or his/her designee. The Fire Code requires all portions of the exterior walls of structures tlo be within 150 feet(as a person would walk via an approved route around the building)from a minimum 20-foot wide,unobstructed driving surface. To qualify for removal of the sprinkler requirement driving surfaces between curbs must be a minimum of 28 feet in width when parking is allowed on one side of the roadway, and at least 36 feet in width when parking is permitted on both sides. Additionally, Tract B has to have a minimum 20-foot wide driving surface; or residences constructed on lots 6 through 8 will have to be sprinkled. FH01 FIRE HYDRANT WATERMAIN PERMITS A separate permit is required for the installation of water mains and/or fire hydrants. Submit three(3)copies of drawings and specifications to DDES Building Services Division Permit Service Center for a permit application. Review and approval by Fire Engineering Section is required prior to installation. Plans shall include,but are not limited to;pipe sizes,pipe type, valves/fittings,thrust blocks and/or rodding and material listings. Fire hydrants shall be installed per K.C.C.Title 17 Water mains shall be installed and tested per AWWA standards and/or NFPA#24(STANDARDS FOR PRIVATE FIRE HYDRANTS AND WATERMAINS); as applicable. Ref. 1001:4 UFC NOTE: UNLESS SPECIFICALLY NOTED,ANY WATERMAIN OR FIRE HYDRANT DETAILS ON BUILDING PLANS/DRAWINGS HAVE NOT BEEN REVIEWED OR APPROVED. MAIN FILE COY Fire Systems Review Approval Conditions Page 1 of 2 l/ i FH74 PRELIMINARY PLAT APPROVAL Preliminary Fire Engineering approval has been granted based upon the following information provided. To obtain final Fire Engineering approval,the following item(s) Must be submitted to the DDES permit service center;reviewed and approved: I. Certificate of Water Availability. (Provided by appropriate water purveyor). Valid one year from date of signature. Minimum acceptance flow shall be 1000 gallons per minute at 20 pounds per square inch residual pressure. II. Three copies of plans indicating: A.Fire hydrant(s)location-measured by vehicular travel distance. (K.C.C. Title 17) Residential 1. 700 ft.maximum spacing. 2. Not more than 350 ft. from each lot. B.Watennain placement(K.C.C. Title 17) 1. Source(i.e.) supply connection. 2. Main sizes identified. C.Fire access roads Ref. IFC, Sections 501 through 503,2003 addition 1. Minimum 20 ft.wide unobstructed- 13'6"vertical clearance, unobstructed. All-weather surface, able to withstand 25 tons. 2. Fire access roads in excess of 150 feet(dead-ends),must have a turn-around area. Required arounds must be a minimum 80-foot diameter.[INCLUDING TEMPORARY TURNAROUNDS] 3. Fire access roads)must provide 20-foot minimum inside turning radius and 40 outside turning radius when said roads change direction. 4. Fire access road shall not exceed 15%grade. 5. The required width of any fire apparatus access road shall not be obstructed in any manner,including parking of vehicles. Minimum required widths and clearances established under this section shall be maintained at all times. D.'.. Marking when required, approved signs or other approved notices shall be provided and maintained for fire apparatus access roads to identify such roads and prohibit the obstruction thereof or both. Ref. IFC, Sections 501 through 503,2003 edition FH77 FINAL PLAT APPROVAL Final plat approval requires an inspection and approval of the fire hydrant and water main installation by a King County Fire Inspector,prior to recording. Call [8881546-7728 to schedule an inspection; after a permit to install has bee obtained from DDES; Fire Protection Engineering. Fire Systems Review Approval Conditions Page 2 of 2 r GHA Vs CIVIL ENGINEERING,LAND PLANNING,SURVEYING,ENVIRONMENTAL SERVICES March 14,2006 oZs `j I . z Q.G' NG ENG% 4 Trishah Bull RECEIVED King County Department of Development and Environmental Services MAR 16 2006 900 Oakesdale Avenue S.W. Renton,WA 98055-1219 KING COUNTY LAND USE SERVICES RE: Request for Time Extension Alder Heights I ' FDO IKingCountyFileNo.LO5P0018 f Our Job No. 11699 Dear Trishah: On behalf of Norris Homes, Inc., we are requesting that the deadline to submit additional information requested by King County staff be extended to May 5, 2006. At this time we are in the process of completing the necessary studies and documentation to address King County's review letter dated December 2, 2005. We believe hat this time extension will be sufficient to complete the necessary studies and documentation to respond to the items outlined in your request for additional information. Please process this request for time extension at your earliest convenience. If you have any questions or concerns regarding this matter,please contact me immediately. Respectfully, Ivana Halvorsen Senior Planner IH/pj 11699c.012.doc cc: John Norris,Norris Homes,Inc. Daniel K. Balmelli,Barghausen Consulting Engineers,Inc. 1 ry 18215 72ND AVENUE SOUTH KENT,WA 98032 (425)251-6222 (425)251-8782 FAX BRANCH OFFICES • OLYMPIA,WA • TEMECULA,CA • WALNUT CREEK,CA www.barghausen.com 1 t 012H16210875 t . cu 00.390 illt Ni Z gi- f 03/15/2006 40 ,j_ Mailed FromO 98032 AGE u US POSTAGE oy4, /ii N\\\C. 0. 2 Q rn NG ENGIS C — "; rn Trishah Bull m_ — 0 King County DDES cllrni 900 Oakesdale Avenue S.W. r-.< -a Renton,WA 98055-1219 r rn zzii ry p Q v" 18215 72ND AVENUE SOUTH KENT,WA 98032 JelfSS 4%..t^rjtj C C, }y fi !Ei? t ? ? !?ii} ?ll4!,? ?itt 4E 41( 4 1 ?}}4 ? it 0 2— _i, REQUEST FOR- King County R Qd L i RMA I0N,_Dept.of Development and Environmental Services Land Use Services Division PRELIMINARY PLATS:900 Oakesdale Avenue Southwest Renton,WA 98055-1219 DATE: August 25, 2005 oC_ EQWgp TO: Renton School District FEB 2.8 2006 -- FM: Kim Claussen, Program/Project Manager III K.C.. 'D.!D..E.S.. RE: Proposed Short Subdivision LUSD File No: L05P0018 —Alder Heights Subdivision The Land Use Services Division (LbSD)has received an application for a subdivision in your District. Enclosed is a copy of the (revised)plat map received by the Land Use Services Division on August 23,2005. In order for us to adequately evaluate this proposal, provide the most accurate information to the public, and for LUSD to serve the School District better, please provide us with the following information: Which schools do you anticipate th s tud ents living in this subdivision would attend? Elementary c1 IUp0D Jr. High/Middle 0 Q.12/ Sr. High AlAA64 Ii Will the students walk or be busseql to these schools? Elementary UJCAQJe.. I Jr. High/Middle WO Sr. High Leo If the students will be bussed,whe qe do you anticipate the bus stops will be located? If that information is not available at this time, currently, l l where are the closest bus stops located to this site? Elementary Jr. High/Middle o a t• 1131, `S-{-' + 0b3O -'34L.. Sr. High C..5 e i;i l8`t`AT Si-, o tL 3 iE-, Other Comments: Please complete this form and return it by September 20,2005 to the address below. If you have questions regarding this proposal, please call Kim Claussen at 206-296-7167. Thank you very much. King County Department of Development and Environmental Services Land Use Services Division I ATTN: Trishah Bull/Program/Project Manager II 900 Oakesdale Avenue Southwest AN FILE COPY Q Department of Development and Environmental Services OAK-DE-0100 047J82007762 County900 Oakesdale Avenue Southwest King mr,Renton,WA 98055 00 390 02/27/2006gtf Mailed From 98055 x t-11 C S POSTAGE co in rr` Na C) 4 CD co rn vr` rm King County n Department of Development N and Environmental Services O 900 Oakesdale Avenue Southwest Renton, Washington 98055-1219 CPLN/CR settls:,ar %Si —va coc z iisissiiihillsssislilisLsssiiiiisitisiissisii11ss1111111s111 King County Department of Development and Environmental Services 900 Oakesdale Avenue SW Renton,WA 98055-1219 December 2, 2005 John Norris Norris Homes, Inc. 2053 Faben Drive Mercer Island, WA 98040 RE: Notice of Request for Additional Information or Studies Application Not O5P.001:8?--_AldetHeights==Y Dear Mr.Norris: The purpose of this letter is to notify you pursuant King County Code Title 20,that the Land Use Services Division is requesting additional information and/or studies to complete the review of your project. The information is described on the enclosed plat screening transmittal. • When submitting the requested information, include a copy of the plat screening transmittal and retain a copy 1for your records. Provide a cover letter,which lists how each item, was addressed. Any clarification or explanation of the submittal can also be included in the cover letter. Please submit the information to: King CountyDept. of Development and Environmental Servicesgp . . p Land Use Services Division ATTN: Trishah Bull, Planner II, Current Planning Section 900 Oakesdale Avenue Southwest Renton, WA 98055-11219 If the submittal is hand deli)ered, submit at the address above. Your application is on"hold"from the date of this notice, until the date you are advised that the additional information satisfies this request, or 14 days after the date the information has been provided. You will be notified if the Division determines that the information is insufficient./ Please note that the supplemental information required after vesting of a complete application shall not affect the validity of such application. I 1 MAIN FILE COPY The deadline for the submittal of the necessary information is March 2, 2006. In the event you feel extenuating circumstances exist,which may justify an extension of this date,you may submit such request, in writing, for consideration by this Department. Failure to meet the deadline shall be cause for the Department to cancel or deny the application. If possible,please submit all of the information in one package. If you have any questions,regarding the additional information or the submittal deadline,please call me at (206) 296-6758. Sincerely, ah Bull,Planner II Current Planning Section, LUSD Cc: Brendan Madden,Barghausen Consulting Engineers, Inc. 18215 72°a Avenue South Kent, WA 98032 Bruce Whittaker, Senior Engineer, Engineering Review Section, LUSD Kim Claussen, Planner III, Current Planning Section, LUSD Application File Y 4yr ee d`tp k S. Wry e.y qSfatSCC;; 'ri'n 9 sKingCountyPrelim naryPlat:A{ lication::of Alder Heights Department of Development LUSD' Fi a No:_,L05P0018 :°'and Environmental Services Land Use Services Division Date of:Information,Request December 900 Oakesdale Avenue Southwest Deadline for Submittal Of Informa-tiO4:''March 2;.2006`'Renton,Washington 98055-1219 I Please submit ten(10) copies of the following unless otherwise noted: Recreation Space: Per KCC 21A.14.180, the proposed plat is required to provide 390 square feet of recreation space per lot. Provide a conceptual recreation plan indicating the type of improvements (i.e. sport court,play structure, benches, landscaping, etc:)proposed. For developments of 5—25 dwelling units, one of the recreation facilities listed shall be provided to the tot lot or children's play area: a. playground equipment; b. sport court; c. sport field; d. tennis court; or e. any other recreation facility proposed by the applicant and approved by the director. Drainage: 1. As outlined in Section 5.2 of the 2005 drainage manual,best management practices (BMP) are required for the control of storm water and the design and installation of these facilities can be performed during subdivision development or deferred to the future building permit process. A list of the required BMP's for small lot development is shown on page 5-6 in the drainage manual. To determine the BMP requirements for this project, the design engineer shall prepare a written summary describing the procedures for designing and installing the BMP's and drainage facilities for both the subdivision and/or individual lot development. The selected requirements for lot drainage controls will determine whether or not the design credits summarized in Section 5.2.2 will be used for flow control design. If BMP's are proposed as part of the plat development rather than deferred to the building permits, the design concepts should be shown on the conceptual drainage plan for • the project. 2. The proposed drainage plan indicates that a minor diversion of surface water is proposed by directing drainage from the western sub-basins to lithe southeast and north sub-basins. As stated in Core Requirement No. 1 in the Surface Water Design Manual, all surface and storm water runoff must be discharged at the natural location. In order to evaluate the proposed conveyance of flows,please submit a drainage adjustment regarding diversion of storm water per the requirements of section 1.4 in the design manual. Application forms and procedures for the drainage adjustment ay be obtained on the King County web site at www.metrokc.g6v/ddes. 3. The preliminary drainage plan for the project indicates that a proposed vault will discharge storm water to the conveyance system along 124th Avenue which ultimately drains northerly to a bog wetland. As stated in the drainage manual on page 1-65, a treatment option from the sphagnum bog protection menu must be used for the water quality facility. Please revise the 1 reliminary drainage plan to show a facility which meets the applicable design standards as summarized in section 6.1.4 in the drainage manual. The preliminary drainage plan also indicates that frontage road improvements are not conveyed to.a drainage facility and the roof drain stub outs for lots 17-24 and 1-2 are located on the high side of the lot. Please revise as necessary to capture all runoff for conveyance to a storm facility with all drainage entering the facility inlet to accomplish the required flow- through facility design. 4. The proposed storm water wet-vault located in the southeast basin does not comply with the 3:1 ratio for flow path length to width as required by the 2005 drainage manual. Please revise the preliminary drainage plan to show a rectangular vault which meets the flow path criteria. 5. The downstream maps provided in the level one offsite analysis are prepared on large scale regional topography maps which are not adequate for evaluating site specific conveyance elements. Please revise the level one analysis to provide detailed mapping of the downstream flow paths, which correlate to the drainage system tables shown as Exhibit J. 6. The system tables shown in Exhibit J do not indicate any potential problems for the conveyance elements; however, the text description in Task 4 indicates potential downstream flooding and/or erosion in the southeast basin. Based upon recent downstream reports prepared for the Sandhu and Goss plats;potential flooding problems.also occur in the southwest basin. Since your proposal includes a diversion of drainage to the southeast basin, the focus for detailed downstream analysis should occur in this basin. When submitting the drainage adjustment application as discussed above in item 2,please prepare a detailed downstream analysis to scr LF/P1atSCR.sub 2/24/98 cic fir evaluate the adequacy of the southeast basin and demonstrate that proposed drainage controls are adequate to prevent potential problems. Mapping of the flow path should be performed with an engineering evaluation of capacity, erosion, and potential flooding of private property. 7. Based upon field evaluation of the Alder Heights property, it appears that the central portion of the site is a closed depression. The pre-developed basin map shown in the drainage analysis depicts four sub-basins, however, field inspection indicates that portions of the north and west basins slope to the center of the property behind the existing house. Please perform a field evaluation to verify actual site topography and update the basin maps as necessary. Based upon actual site conditions, the final engineering plans will need to evaluate existing closed depression or ponding areas in accordance with Section 3.3.7 in the drainage manual. Road Design: 1. The proposed subdivision does not comply with the requirements for secondary road access as described in King County Road Standards (KCRS) 2.20. Based upon recent preliminary approval of the Sandhu plat located on the north side of SE 184th Street, the additional lots proposed with the Alder Heights plat will exceed the allowed limit of 100 lots served by a dead end road system. To address this requirement, a road variance application must be submitted to our office for review and decision by the Department of Transportation. For submittal of the road variance, it is recommended that your application include an evaluation of neighborhood circulation to determine if viable traffic routes and/or emergency access are available for secondary access from the neighborhood. Written correspondence from the local fire district should also be provided to evaluate the adequacy of emergency access. Application forms'and procedures for the road variance may be obtained on the King County web site at www.metrokc.gov/ddes. 2. SE 184th Street and 124th Ave SE are classified as neighborhood collector streets serving more than 100 lots. To achieve the required design standards for frontage improvements, the roadway must be widened with 16-feet of pavement from road crown to curb. Please revise the preliminary road plan which currently shows design standards for a subcollector street. 3. The neighborhood collector classification for the frontage roads also requires compliance with entering sight distance standards and limited access for new streets and driveways. For compliance with these standards, please revise the project entrance with access from 124th Avenue SE. The road entrance should be located on the northern portion of 124th Avenue SE to maximize sight distance from the road curvature at the southeast property corner. Lot access should also be served internally from the on-site cul-de-sac. As shown in KCRS 2.03, the minimum required entering sight distance for a neighborhood collector is 490 feet. 4. The existing road alignment at the southeast property corner does not meet County standards for horizontal curvature. In order to construct new frontage improvements'along the roadway, a road variance application is required unless the road is re-constructed as a formal intersection with the other existing side streets. To evaluate the design requirements,please prepare an enlarged scale preliminary road plan showing existing and proposed pavement, curbs, sidewalks, etc, including'any required road widening on the south and east side of the road to complete the intersection design. Significant Trees: Please submit a complete significant tree retention/replacement plan per KCC 16.82.156 and 21A.38. Deed History: Please provide the analysis of the deed histories of the property as referred to in the cover letter page 3) submitted with the application. Revised Preliminary Plat: Provide 25 copies of a revised preliminary plat, as necessary, as a result of the referenced requests for additional information. Include 2 copies on legal-size paper. As a result of the review of the information, additional information(studies,revisions, etc.)may be requested at a later date. Further evaluation of these issues may result in the reconfiguration/reduction in lots. scr LF/P1atSCR.Sub 2/24/98 cic 0 King County Department of Development and Environmental Services 900 Oakesdale Avenue SW Renton,WA 98055-1219 Land Use Services Division Permit Fee Estimate Application Estimate Number: L05P0018 Date: 10/20/2005 Permit Title: Alder Heights Permit Type: Preliminary Plat Estimated Maximum Hours: 250 Applicant: Norris Homes Inc. Total Fees: $36,919.83 The following disclaimers are attached and are part of the fee estimate for this permit. The applicant is • required to submit a signed copy of this form with the application and fee payment acknowledging that the applicant has read the disclaimers stated below. Disclaimer , Applicants are responsible for all fixed fees, reported hours performed in reviewing submittal materials and processing, up to the fee estimate. Changes in the scope of the project review will result in a revised review fee estimate. IFee estimates are based on information submitted.to DDES by the applicant prior to finalization of the permit application. In addition, estimates are determined by utilizing historical data gathered from projects of similar type, size, and scope. The fee estimate will be the maximum fee charged unless the scope of the project changes. Should fewer hours be required • to complete the review, then the applicant may receive a refund for those hours. If items are identified that are not originally disclosed or identified later in the process, a new estimate may be required. Applicants will be responsible for any additional hours identified in a new estimate because of: 1) Changes in the project and unknown or undisclosed site issues 2) Incomplete information or errors in applicant submittal 3) County code fee change 4) Incomplete information from applicant 5) Errors in applicant information or submittal 6) County code fee changes 7) Appeals &public hearing(s) 8) ,Excessive Citizen inquiries,questions, etc. 9) Environmental Impact Statement 10)Additional Review for documents not provided with the initial submittal: a) King County Road Variance application b) Surface Water Design Adjustment, etc. Keeping review fees at or below the fee estimate will depend on the applicant's commitment to complete the process r view. Acknowledged: II Applicant/Owner.Name(signature) Date , okh or,; s PfedM1- Applicant/Owner Name(print) MAIN 1 COPYOA•FILE Department of caw' Development and Environmental Services E ! yqOAK-DE-0100 900 Oakesdale Avenue Southwest co P M iD J.- King County Renton,WA 98055 0 005 C King County ry I-7i Department of Development S and Environmental Services 900 Oakesdale Avenue Southwest Renton, Washington 98055-1219 iififtiftitiittttififfl i„ ti. i.i. riiifi. i.i..i.i. ni.iiiiitittLfttiLLft King County Department of Development and Environmental Services 900 Oakesdale Avenue SW Renton,WA '98055-1.219 October 21, 2005 TO: Kim Claussen, Project/Planner Manager III, Current Planning Section FM: Pat Simmons, Engineer II, Engineering Review Section Via: Ray Florent, Engineer III,Engineering Review Section Planner: Trishah Bull RE: ProposedYP:lat,of agley, Meadows LUSD File NP0018 Comments of the above project 1. Need 2 Temporary Benchmarks within the application site along with appropriate elevation and Datum(per KCC 19A.08.150(B)(2)). 2. The contours must be based on a field survey per KCC.19A.08.150(B)(2). A statement to this effect must be shown on the preliminary map.. 3. The onsite septic system should be decommissioned. 4. This is a legal lot based on the 1956•deed. MAIN FILE CO 0 King County Department of Development and Environmental Services 900 Oakesdale Avenue SW Renton,WA 98055-1219 October 20, 2005 John Norris Norris Homes, Inc. 2053 Faben Drive Mercer Island, WA 98040 RE: Permit Fee Estimate-Proposed Preliminary Plat of Alder Heights File NumberaQ 'P_0:01.8 Dear Mr. Norris: Beginning January 2, 2004, our office implemented.a new program for managing certain types of permit applications to provide customers with an enhanced level of customer service. The Project Manager Program seeks to provide customers with increased predictability for the permit process and better accountability from County review staff. For permit applications using the Project Manager Program, a project manager is assigned to the permit to facilitate communication with the applicant and provide a fee estimate to cover , the anticipated scope of revies. The project manager will also monitor and manage the permit application throughout the review process to ensure that review schedules remain in line with performance standards and the overall work hours are within the range of estimated fees for the project. Your application was received by our office on August 23, 2005. The enclosed information provides a summary of the fee estimate for the anticipated work disciplines and also discusses the submittal process and disclaimers which may affect the final permit fees. Once the attached estimated fee form is sigried and submitted to our Department, including payment of the estimated fee, review of your project will continue. If you have any questions regarding the permit fees or other aspects of the review process, please contact me via email Kimberly.claussen@a metrokc.gov or by phone at (206) 296-7167. Sin ely, Claussen, Project Manager III Current Planning Section MAIN HUU COPY VJ r Enclosures Cc: Lisa Dinsmore, Supervisor Current Planning Section, LUSD w/enc Trishah Bull,Planner, Current Planning Section, LUSD w/enc Bruce Whittaker, Senior Engineer, Engineering Review Section, LUSD w/enc Administrative Section w/eric Application File w/enc King County Department of Development and Environmental Services 900 Oakesdale Avenue SW Renton,WA 98055-1219 Land Use Services Division Permit Fee Estimate Application Estimate Number; L05P0018 Date: 10/20/2005 Permit Title: Alder Heights Permit Type: Preliminary Plat Based on permit information submitted by the applicant,the Department of Development and Environmental Services (DDES) has determined the amount of review fees for the subject application. The fees shown below do not include ancillary permit fees,recording fees,project-related mitigation fees, or other fees that are passed through to the applicant from other agencies or as part of the project's environmental review. Fixed Fees: Counter Service Fee for Application Intake 483.00 Fire Review 211.83 Total Fixed Fees 694.83 Estimate for Hourly Fees: (250 Hours x$144.90) • 36,225.00 Total Permit Fee Estimate: $36,919.83 Note: The estimate for hourly fe s stated above is based on the total,.estirriated number of hours not to exceed 250. hours for the disciplines listed below, and is calculated using the department's hourly rate in effect at the time the work is performed. Based upon the financial disclosures found on page 2, the number of hours required may b modified. The total estimated hours reflect work performed by the following disciplines: Engineering, Grading, Sensitive Area, Traffic, Parks, Planning, and Project Management. This estimate does not include hours and fees associated with variances and/or adjustments to the King County Roads Standards and Surface Water Design Manual, engineering plans, or additional time associated with the public hearing. . After receiving the fee estimate from DDES, the applicant has twenty eight(28) days to return this paperwork,and proceed with an installment plan for the remaining balance due or complete payment. Please call 206-296-6797 to set up an appointment with the Permit Center to complete your payment. If the payment is not received within twenty-eight(28)days, the applicant maybe required to obtain a new fee estimate or this application may be cancelled. G For further questions regarding this fee estimate or for other requirements about this permit application,please contact Kim Claussen via email Kimberly.claussenPa,metrokc.gov or by phone at 206-296-7167. Ki aussen. Project Manager III . Land Use Services Division King County Department of Development and Environmental Services 900 Oakesdale Avenue SW Renton,WA 98055-1219 Land Use Services Division Permit Fee Estimate Application Estimate Numberi L05P0018 Date: 10/20/2005 Permit Title: Alder Heights Permit Type: Preliminary Plat Estimated Maximum Hours: 250 Applicant: Norris Homes Inc. Total Fees: $36,919.83 The following disclaimers are attached and are part of the fee estimate for this permit. The applicant is required to submit a signed copy of this form with the application and fee payment acknowledging that the applicant has read the disclaimers stated below. Disclaimer Applicants are responsible for all fixed fees, reported hours performed in reviewing submittal materials and processing, up tote fee estimate. Changes in the scope of the project review will result in a revised review fee estimate. Fee estimates are based on information submitted to DDES by the applicant prior to finalization of he permit application. In addition, estimates are determined by utilizing historical data gathered from projects of similar type, size, and scope. The fee estimate will be the maximum fee charged unless the scope of the project changes. Should fewer hours be required • to.complete the review, then the applicant may receive a refund for those hours. If items are identified that are not originally disclosed or identified later in the process, a new estimate may be required. Applicants will be responsible.folr any additional hours identified in a new estimate because of: 1) Changes in the project and unknown or undisclosed site issues 2) Incomplete information Or errors in applicant submittal 3) County code fee change4) Incomplete information om applicant 5) Errors in applicant infoiiiation or submittal 6) County code fee changel 7) Appeals &public hearing(s) 8) .Excessive Citizen inquiries,questions, etc. 9) Environmental Impact Statement 10)Additional Review for documents not provided with the•initial submittal: a) King County Road Variance application b) Surface Water Design Adjustment, etc. Keeping review fees at or below the fee estimate will depend on the applicant's commitment to complete the process review. Acknowledged: Applicant/Owner Name(signature) Date Applicant/Owner Name(print) CITY-, OF RENTON x°' planning/Building/PublicWorks Department- r Gregg Zimmerman P.E.,AdministratorKathy'Keolker-Wheeler;Mayor October"13., 2005; = Trishah'Bull King County.Department;of Development&Environmental Services • .. ACT ' 3L, U J. Land Use=Services Division' • KING COUNTY:r, 900 Oakesdale.Avenue:Southwest.LAND USE'SERVICES• Renton, WA 98.055-12'19: SUBJECT: ALDER HEIGHTS,L05P0018 1.05t'boI-e) Dear Ms'Bull: Thank you for.the'opportunity.to review and comment on this project proposal.'; Renton''s'Planning/Building/Public Works Department comments are as follows:' 1'. The proposed development is;within Renton's potential;annexation area.,Therefore,we.' request that'street improvements(roadway width and'pavement;-curb,.'gutter, sidewalks; ': • _' .• street lighting,etc'.),for:124th Avenue Southeast and Southeast.184t"'Street abutting the development site and the proposed;street:and cul-de-sac servingtl e site be installed , according toCity:of Renton:.standards. 2:. Also dedication of right-of;way for 124t• Avenue Southeast and Southeast 1,84`h:Street will be required'of the'proposed development rather than.retaining the existing:30 foot easements. r Sincerer y - f •• . -, ,. y Gre ZiYfe .an' Admnistrator PlanningBuilding/Publ.ic-WorksDept:- cc: •Alex Pietsch,EDNSP Administrator Lys Hornsby;Utility Systems Director. Sandra-Meyer,Transportation Director'' IN,F Q:. ® Lesley Betiach,'Parks,Director Gray,Assistant Fire Marshall', rij '- • Jennifer Henning,Principal Planner'' ;r , I Bob Mahn,Civil.Engineering;` • • H•\File Sys\AI M-PBPW Adminctratinn\ADM 0'i-Cnrrrecpondence\101305 SFPA alder heights-I 05PfN11 R doe T r+ T 1055 South Grady Way=Renton,Washington.98055'. . "• 1 1 1 lr' OF ,THE"C:URVE I This paper contains50%recycledmaterial,30%post consumer r y ALDER HEIGHTS - 24 LOT SUBDIVISION e t' Permit Approval Conditions Document CI® 4:0FireSystemReviewU S' Tracking Number: AO' 1 i ,'•o) iyQ The following conditions apply to the Fire Engineering approval of the above referenced preliminary plat: AA02 MUDD Any questions regarding the fire review of this plan should be directed to: . Bill Mudd, Fire Engineering Telephone: (206) 296-6785 FH01 FIRE HYDRANT WATERMAIN PERMITS A separate permit is required for the installation of water mains and/of fire hydrants. Submit three(3)copies of drawings and specifications to DDES Building Services Division Permit Service,Center for a permit application. Review and approval by Fire Engineering Section is required prior to installation. l'1lans shall include,but are not limited to;pipe sizes,pipe type, valves/fittings,thrust blocks anad/or rodding and material listings. Fire hydrants shall be installed per K.C.C.Title 17 Water mains shall be installed and tested per AWWA standards and/or NFPA#24(STANDARDS FOR PRIVATE FIRE HYD TS AND WATERMAINS); as applicable. Ref. 1001.4 UFC NOTE: UNLESS SPECIFI 1 ALLY NOTED,ANY WATERMAIN OR FIRE HYDRANT DETAILS ON BUILDING P ANS/DRAWINGS HAVE NOT BEEN REVIEWED OR APPROVED. FH74 PRELIMINARY PL T APPROVAL Preliminary Fire Engineering approval has been granted based upon the following information provided. To Otain final Fire Engineering approval, the following item(s) must be submitted to the DDES permit service center; reviewed and approved: I. Certificate of Water Availability. (Provided by appropriate water purveyor): Valid one year from date of signature. Minimum acceptance flow shall be 1000 gallons per minute at 0 pounds per square inch residual pressure. II. Three copies of plans indicating: A.Fire hydrant(s) location-measured by vehicular travel distance. (K.C.C. Title 17) Residential 1. 700 ft. maximum spacing. 2. Not more than 350 ftJ from each lot. 4/ B. Waterman placement (K.C.C; Title 17) . k1. Source (i.e.) supply connection. 2. Main sizes identified. Co C.Fire access roads Ref. IFC, Sections 501 through 503, 2003 addition r u. 1. Fire Systems Review Approval Jonditions Page 1 of 2 1. Minimum 20 ft. wide unobstructed- 13'6"vertical clearance, unobstructed. All-weather surface, able to withstand 25 tons. 2. Fire access roads in excess of 150 feet(dead-ends),must have an approved turn-around area. Access road shall extend to within 150 ft. of all portions of building exterior walls. Required turn-arounds must be a minimum 80-foot diameter Including temporary turnarounds************ NOTE: Tract B as to have a driving surface width of at least 20 feet or any residence constructed on lot 7 will have to be sprinklered NFPA 13D. 3. Fire access roads must provide 20-foot minimum inside turning radius and 40 outside turning radius when said roads change direction. 4. Fire access roads shall not exceed 15% grade. 5. The required width of any fire apparatus access road shall not be obstructed in any manner, including parking of vehicles. Minimum required widths and clearances established under this section shall be maintained at all times. D. Marking when required, approved signs or other approved notices shall be provided and maintained for fire apparatus access roads to identify such roads and prohibitit the obstruction thereof or both. Ref. IFC, Sections 501 throkgh 503, 2003 edition FH77 FINAL PLAT APPROVAL Final plat approval requires fan inspection and approval of the fire hydrant and water main installation by a King county Fire Inspector,prior to recording.' Call [888]546-7728 to schedule an inspection; after a permit to install has bee obntained from DDES; Fire Protection Engineering. Fire Systems Review Approval Conditions - Page 2of2 0 • King County Department of Development and Environmental Services 900 Oakesdale Avenue SW Renton,WA 98055-1219 September 22, 2005, John Norris Norris Homes, Inc. 2053 Faben Drive Mercer Island, WA 98040 RE: Notice of Complete Application for Application Time Periods Application No.9I:05 '0018 AlderHeights Date Filed: August 23,2005 Dear Mr. Norris: The purpose of this letter is to notify you that on September 20, 2005 the Land Use Services Division determined that the above-referenced application is complete under current requirements for a complete application. This initial determination is intended only for the purpose of applying the time periods for permit processing specified in King County Code 19A and 20. Supplemental information may be requested by the Division, as necessary, for the continued review of your application. Our goal is to process your application within 150 days. However,the complexity and level of analysis required to review your project and available staff resources will affect the actual review time. The timeline can also be impacted by one or more of the following: any request made by the Division for additional information changes or revisions requested by the applicant mutually-agreed-upon requests to stop the time clock preparation of an Environmental Impact Statement failure to post the proprty resolution of land use decisions appeals If you have any questions abo t your application or the posting requirements, please contact me at 206) 296-6758.5 Sincerely, A/40 E--taLL ris Bull, Planner rent Planning Section MAIN FILE COPY Letter.frm/NCA-ATP.ltr 9/12/9 mh 6/ I f cc: • Brendan Madden, Barghausen Consulting Engineers, Inc. 18215 72°a Avenue South Kent, WA 98032 Kim Claussen,Planner III; Current Planning Section, LUSD Bruce Whittaker, Senior Engineer, Engineering Review Section, LUSD Application file Letter.frm/NCA-ATP.ltr 9/12/97 mh 0 REQUEST FOR King County pDept.of Development and Environmental SCHOOL INFORMATION Services Land Use Services Division ` PRELIMINARY PLATS 900 Oakesdale Avenue Southwest Renton,WA 98055-1219 DATE: August 25, 2005 I TO: Renton School District FM: Kim Claussen, Program/Project Manager Ill RE: Proposed.Short Subdivision LUSD File No: L05P0018 —Alder Heights Subdivision The Land Use Services Division (LUSD) has received an application for a subdivision in your District. Enclosed is a copy of the(revised) plat map received by the Land Use Services Division on August 23,2005. In order for us to adequately evaluate this proposal, provide the most accurate information to the public, and for LUSD to serve the School District better, please provide us with the following information: Which schools do you anticipate the students living in this subdivision would attend? Elementary Jr. High/Middle Sr. High Will the students walk or be bussed to these schools? Elementary V Jr. High/Middle Sr. High V If the students will be bussed,whe le do you anticipate the bus stops will be located? If that information is not available at this time, currently,where are the closest bus stops located to this site? Elementary Jr. High/Middle Sr. High Other Comments: Please complete this form and retLrn it by September 20,2005 to the address below. If you have questions regarding this proposal, please call Kim Claussen at 206-296-7167. Thank you very much. King County Department of Development and Environmental Services Land Use Services Division ATTN: Trishah Bull/Program/Project Manager II 900 Oakesdale Avenue Southwest V Renton, WA 98055-1219 AiAIN FILE COPY Ar T REV I S t O N SNORT PLAT NO 775088 Y l ' A. s3 T. 23 It.KING COUNTY. WASH INGTON µr s r C3 This apace reettrvsd for MNL overdo! 'a use Department of Planning and Community Development Dsi1ding and Land Development Division Examined and approved this 1 9 day of rGrf.7 . i977 V 0 30 3 3 8 311 0 3 01103 V Manager, 'Build a Land Development Division n n l1i 0 I]Z7 o Z.i wo I Department of Public Works 0 Examined and approved this 1 1 day of *e Or.19_7_7 v Filed for record et the y/ requwet oft IIII. _Director VERNIE D. LOCKARD Wass De cease of Assessients p Examined and approved this f/ , day of 5 e(7U Fi_ 19 '77 126 Letups to,Y79 of 77- /kPO OSOr Minding di Land Developmen 2 KC Ildle«ion t ASS rf . 1/1.f Seattle, Washington 9810d Deputy Assessor LEGAL O(SC IPTION TOTAL AREA That portiop of the Southeast Quarter of Section 33, Township 23 North, Range 5 East, W.M., in King County, Washington. lying Northwesterly of Boulevard Lane Division No. 2, according to the plat recorded in Volume 82 of Plate, pages 20 and 21, records of King County, Washington AND Northwesterly of Boulevard Lane Division No. 5, according to the plat recorded in Volume 89 of Plats, pages 29 and 30, records of King County, Washington AND lying Northerly of the following described line: Beginning at the Southwest corner of Lot 52, Boulevard Lane Division No. 1, according to the plat recorded in Volume 80 of Plats. pages 89 and 90, records of king County, Washington; Thence North 01°51'31 East along the West line of said plat 286.83 feet; Thence North 16°17'15" East along said West line 45.58 feet to the South- west corner of Boulevard Lane Division No. 2; Thence continuing North 16°17'.15" Eastalong.the West line said plat 343.15 feet to the True,Point of Beginning of said described line; Thence North 89°39'00" West 597.07 feet to the West line of said Southwest Quarter and the end ofssid described line;. TOGETHER WITH an easement for roadway and utilities purposes over a strip of land 60 feet in width, being 30 feet on each side of the following described centerline: Beginning on the centerline of South 184th Street as shown on the plat of Northwestern Garden Tracts, Division No. 6, according to. the plat recorded in Volume 46 of Plats, page 100, records of King County, Washington, said point being North 88 50'11" West 8.70 feet from the Easterly margin of said plat; Thence South 88°50'11" East to the center of.said Section 33 and the terminal point of said centerline.... CO Ii5 .3o7ro1-- i3 9oY.2 Mao en file is Vault R egg$ L "3 3:o _ , JUN 3 0 2006 KING COUNTY LAND USE SERVICES 1 LOT 1 The South 135 feet of the North 165 feet of the West •300 feet of the Northwest Quarter of the Southeast Quarter of Section 33, Township 23North, Range 5 East, W.V., in King County, Washington; TOGETHER WITH an easement for ingress, egress and utilities over the North 30 feet of the West 300 feet and over the East 60 feet of the West360feetoftheNorth330feet; All in the Northwest Quarter of the South- east Qaurter of Section 33, Township 23 North, Range 5 East, W.M., in King County, Washington. LOT 2 The South 135 feet of the North 300 feet of the West 300 feet of theUl l Nort west Quarter of the Southeast Qaurter of Section 33, Township 23 P.- Nort , Range S East, W.H., in King County, Washington; CDTOGETHER WITH an easement for ingress, egress and utilities over the Nort 30 feet of the West 300 feet AND over the East 60 feet of theQWest60feetoftheNorth330feet; All in the Northwest Quarter of the S utheast Quarter of Section 33, Township 23 North, Range 5 East,R` W.H., in King County, Washington.... •N— LOT 3 The South 135 feet of the North 435 feet of the West 300 feet of the Northwest Quarter of the Southeast Qaurter of Section 33, Township 23NorthRange5.East, W.M., in King County. Washington; TOGETHER WITH an easement for ingress, egress and utilities over the North130 feet of the West 300 feet AND over the East 60.feet of the West 360 feet of the North 330 feet; All in the Northwest Quarter of the Southeast Quarter of Section 33, Township 23 North, Range 5 East,w.M., in KingCounty, Washington. LOT 4 That portion of the Southeast Qaurter of Section 33, Twonship 23 North,Range 5 East, W.H., in King County, Washington, lying Northwesterly of Boulevard Lane Division No. 2, according to the plat recorded in Volume 82 of Plats, pages 20 and 21, records of King County, Washington AND Northwesterly,of Boulevard Lane Division No. 5, according to the plat recorded in Volume 89 of Plats, pages 29 and 30, records of King County,Washington AND lying Northerly of the following described line: Beginn ng at the Southwest corner of Lot 52, Boulevard Lane Division No 1, according to the plat recorded in Volume 80 of Plate, pages 89 and 90,records of King County, Washington; Thence North 01°51'31" East along the West line of said plat 286.83 feet; Thence North 16°17'15" East along said West line 45.58 feet to the South- west corner of Boulevard Lane Diyieion No 2; Thence continuing North 16°17'15" East alongthe West line of said plat 343.15 feet to the True Point of Beginning of said described line; Thence North 89°39'00"West 597.07 feet to the West line of said Southeast Qaurter and the end of said described line; EXCEPT North 435 feat of the West 300 feet thereof; TOGETHER WITH an easement for ingress and egress and utilities over the North 30 feet of the West 300 feet AND over the East 60 feet of the West 360 feet of the North 330 feet; All in the Northwest Qaurter, of the South- east Qaurter of Section 33, Township 23 North, Range 5 East, W.M., in King County, Washington. COVENANTS, CONDITIONS AND RESTRICTIONS RUNNING WITH THE LAND: 1. THAT, the parties using the roadway will contribute equally co the maintaining of the easement roadway by participating equally in the necessary work and/or contributing tothenecessaryexpense. 2. THAT, decisions concerning maiatenance and repair of the roadway may be made by majorityvoteofthepartieswingtheroadway. 3. THAT, the partieis and their guest and invitees shall not park vehicles upon the road- way or otherwise unduly obstruct the roadway.4.• THAT, the owner of the roadway, his grantees,•or assigns, hereby agree to dedicatetheroadwaytoKingCountyforright-of-way and street purposes at such time the needarisesandrequired. 5. THAT, the owner of the roadway, his grantees, or assigns, hereby agree to participateintheformationofaCountyRoadImprovementDistrictandnottoopposeorprotesttheformationthereof. Short Plat mo. 775088 Pays 2 of 4 4 S.J. a._ t_84--rg ST. B VIyI arnGNe SSt-5 ^'s • s e'_ _—- — - ry I li 'ieM•T pN.F. a 3PI L T 1 , r' t?irr. - I I EA5EMEIJT s mous Si s"• JII `. to ; i MGa s 4 UTwri.s d h O Z Uor Z I j—FAfrtAdI ,1"AI .. drJ,.- - °fife'w.,ryriof v 103 u• . L S 1300- r 3 t. w. . •, y \ g ' V, I.- 7 taper L/A(f F1T J00"A. 7' in Lori-4-- ro x p.- I N o I-; iii s, 1z $,4 gi 0 2 1 iS'}M'T.-A•F. ' 3 -'--- -4----' 7- ST-AQQ7' 49 4.--39•cv'Wjrsai...4 Na'ei N Qt'J e4aMvpi-f.e oraef.,xv lfl 76o»ooeea ,3 a cV 1 a. G4'q6 h LETit f li V OP Id3 4 0. NORTH L----- ----/ oo.Z r C-1. Map on File in Vault Direction: t- Scale: 1 w= ZOO' i ,o i Shoat Plat Nor 775088 Page 3- of 4 at DECLARATION; SNOW ALL NEN By these precasts, that we, the.undersigned, owners in fee simple (and contract purchaser(.)) of the land herein described, do here- by revise Short subdivision Application No. 77508@ as re- corded under Recording No. 071008 Records of King County, Washington, and by this Revised Short Subdivision thereof pursu- ant to Rt5I 58.17.060 declare this revised short plat to be the graphic representation of the same, and that said revised short subdivision is made with the free consent, and in accordance with the desire of the owner(s) . IN WITNESS WHERE 11 We have set our hands and seals. ame MO In In Name Tame O N O R STATE OF WASHINGTON County of KING On this day pus ally appeared before an JOHN CARL ANDERSON and DOLORES I. ANDERSON; and VERNIE D. LOCKARD.and GLENNA M. LOCKARD. to we known to be the individual described in and who execute, the within and foregoing instrument, and acknowledged that they signed the same • their free and voluntary aot and deed, for the uses and purposes therein menti• GIVEN under my hand and official seal this 4. dew of ,'. . Notary Public in and for the State o Washington. C residing at Kent seek -- 1, STATE OF WASHINGTON,I s+. County of On this day personally appeared before me to an known to be the i idividuel described in.and who executed the within and foregoing instruarnt, and acknowledged that signed the sane as fro and voluntary act and deed, for the uses and purposes therein mentioned- GIVEN under sy hand and official seal this day of 19 Notary Public in and for eh.Scats of Washington, residing at seal Short Plat Number ? 7,.f ig0 Page ¢ of It IJ I 'COpy LEVEL 1 OFF-SITE DRAINAGE_ ANALYSIS Proposed Alder Heights Plat NWC — S.E. 184th Street and 124th Avenue S.E. King County, Washington Prepared for: Norris Homes, Inc. 2053 Faven Drive Mercer Island, WA 98040 August 4, 2005 Our Job No. 11699 RY JAC0 o 61 yr "'CIA s 4/ 4# 1.'-so 14: ANAL 4 COCA(' EXPIRES 1O/10//J(p S' CIVIL ENGINEERING, I LAND PLANNING, SURVEYING, ENVI C 18215 72ND AVENUE SOUTH KENT,WA 98032 (425) 251- 2 (425) 251-8782 0 i BRANCH OFFICES • OLYMPIA,WA • TEMECULA, CA R l CA r' 5 J O o barghausen.com NG GENN K.C. D.D.E.S. TABLE OF CONTENTS TASK 1 STUDY AREA (DEFINITION AND MAPS EXHIBIT A Vicinity Map EXHIBIT B Downstream Drainage Map EXHIBIT C Upstream Basin Map TASK 2 RESOURCE REVIEW EXHIBIT D EEMA Map EXHIBIT E Sensitive Areas Folios EXHIBIT F SCS Soils Map EXHIBIT G (Assessor's Map EXHIBIT H Wetland Inventory Map EXHIBIT I Basin Reconnaissance Summary Report TASK 3 FIELD INSPECTION EXHIBIT J Off-Site Analysis Drainage System Table 3.1 Conveyance System Nuisance Problems(Type 1) 3.2 Severe Erosion Problems (Type 2) 3.3 Severe Flooding Problems(Type 3) TASK 4 DRAINAGE SYSTEM DESCRIPTION AND PROBLEM DESCRIPTIONS EXHIBIT K Drainage Complaints I I I I 11699.011.doc[JPJ/dm] TASK 1 STUDY AREA DEFINITION AND MAPS 1 1 ' o TASK 1 STUDY AREA DEFINITION AND MAPS The proposed Alder Heights Plat is approximately 4.41 acres in size located within a portion of the Southeast quarter of the Northwest quarter of Section 33, Township 23 North, Range 5 East, Willamette Meridian, King County, Washington. More specifically, the site is located on the northwest corner of S.E. 184th Street and 124th Avenue S.E. The enclosed Exhibit A—Vicinity Map depicts the approximate location of the proposed site. The existing topography of the site is located at a high point in the surrounding land such that runoff`sheetflows off the property in all four directions north, east, south, and west. There are two wetlands located along the western portion of the project site that drain into a BPA transmission.line easement, which tends to sheetflow in a southerly direction. The site is forested with a scattering of buildings and one driveway access under existing conditions. The site tends to slope at 15 to 20 percent along the southern a ld eastern borders of the project site away from the project site. In addition,the northern property line of the site tends to slope at 15 to 20 percent towards the north and east as well. The western portion of the site is fairly level but sheetflows into two wetlands on the western portion of the site. The proposal for this development is to subdivide the property into 24 separate lots with Tracts C and D for storm drainage park area, incuding detention and water quality facilities located in the southeast and northeast corners of the project site. There are three separate downstream drainage courses from this project site for which the hydrolo,4y will be attempted to match in all drainage courses such that peak flow rates and volumes will be maintained after the site is developed to match the existing conditions as much as possible. The only downstream course to receive detention or water quality will be the southeasterly and northeasterly drainage cours s. Elevations on the site range from 416 along the perimeter of the site up to elevation 434 at the high point of the site. All existing buildings in this development will be removed with this project. UPSTREAM DRAINAGE AN LYSIS Based on the U.S.G.S. Quad ap, our site visit, and topographic survey prepared for the project it appears there is no upstream flow onto or through the site. In fact,runoff sheetflows from the project site off every property line of the site as the high point of the surrounding ground is located on this project site. r-. L_- 11699.011.doc[JPJ/dm] EXHIBIT A Vicinity Map w. i` a m 118TN25 N r 3$ ,1 aLI1 1 /.71s .7441i i 3x tt` PL SE -I r m n m m w I I IkstiOt a .S.° e.: AL psE g} ^ 1 11y x y r 1191H AV SE 1 4a M d' P w s 110IH o 118TH yz m ;. 31 161 ?12oTH, yP,l 5E 120TH SE " I Y SE E AV.SE 118TH AV SE GI l „ ., AV 121 SE CT lam A;? a :. 4 v g IiIIINIMPAmmo120THwm3S1zzxDSE121VENNISE C ji s` 4 8,X1 4', N44z, c?-,`I'+., .1,• Ala 215T PL SE v` to ti1 Wt sy g w ^ 124TH p f23PD W'PL SE 12' j4 41 m AV E P1aPD IConrn125TH AV SE R A f ellSE g135 Id r I25THAvr'+ a y. m AU m m H 1 200 x;v;( + si,`f to AV SE at s. m P` rc H a X 125TH PLSE N % 4 _ 'p 4 '" k 1,I..,.Y:x.R. ,, ` u cN:., to I. y 1267H AV pg., E 14 a 126TH v N sE o ti t Iw13e.'' , = N. . "',.. ,rr s': 1111:111: 133 N• rn 4p 27TH P ',.,. ro SE m 3S 1d H!at r SAS ba, mm 2 i_ 129TH._AV_SE ro HHH, n d ` 4 1.. rn, r, Xi 129TH f Mtn ^ + s 127iH PL SE -- gLs2 PL SE 35 pV' m , tio' l' . ;1.Z_'^ ._ J P m 1 m N A 1• a7.,; r l''0' Ii V SE 35 it ,N, LPL LSE:1 130Tx r uA ,*• Ltiy g Pt f 131ST ' ` t4=',fiC- s ? r C AY5Ef <k l' rvsF f1 v,5- SE y PL SE a ir+ t.`?tu;3 ti4kmrn +', 1 .,31`'AVi5m ._ y r.+. „. M 132N0 AV$E°i sr sE ; r„ N•, T+'I M1 +, dV'.a 3'" t' 132NDPLSEAVE m13 ', 2ND132NDZZJy c m 133HDw { A A73 SE mLSE32ND PL SE> 134TH ix4 7f r ©i `,$ m1P053mm1 134TH rHAm1357HPLSELSE335THAVSE ,, . zF 51dm n PL mjsry"t uT + >' 1T341 xSitLs51r‘ AV SE v sE"' f.2 , d 1367H AV .,['. }N. R"mqmk PL - > P,M. Y m I M - t t a ' ••. fN ..`LO J i, r Tx -. Cy. 135TH A SO- i u>r t 4 5t SE 136TH Pl .E p< 1351\A Se425.7 1361Hy ClIOC T1 v 1,„,5..,ein [',i.5 MI- 4 S^ N Y J[ v 13 31FI 3 it!N y13 O 3 AV it1.140TH AV $E c IA MillilialtirM v0 p 2020014D1xih m 140TH J 1SHTx m 1AVHS0' E. PLSE w.s' r4 SE ,LPL AV o SE Lrv `- 1''-1 c^ N ra•,x.a:$:4. FB m 18800 y yin T• u m 14. AV 1 4 sF 141sr_V m m 1 CO 140D 3S Ay.1•tms" m mrs 8' C g w `a 55 CD- 1 e 142ND143RDC!!i, •'. ..,,+ 1.124 1 > 14214D r ...4 AVSE S Ni N PL SE p PL SE 142ND PL SE H / may 1x A r 1 S SE m y N t 144TH PL ;t idS1041. m`%Nq 6 1417 9 o 3aas t m y l a3no = A \ jE lds, Av . A SEA d m m AV S%',.,, 147TH AV r- 4 yy 14k6.?w qy SE 146TH TAT Z 4 SE f• 147111 AV-E r ..n AV SE ~ .. 7T S liv5s nt ry 48TH2.601 e iVI j im AV ' n SE 14 r m3H1gVHC 14 1 i <i N r_. .. ...: Y71 qt ,1'200 A - 7 7TH AV “ SE ,ticmu J o 60' . p 18400 149TH Ay y J ', 3 wT m n s s.Zt i ti it , r.,, 3510 .pY 1isma % hQRT y 4 9' 66 ,+r n s 1 so 15 PL Jjl i I EXHIBIT B Downstream Drainage Map PRELIMINARY GRADING AND DRAINAGE PLAN Z a. Sr:: ?<> .,, FOR J ALDER HEIGHTSIli I -50' A PORTION OF THE S.E.1/4 OF THE N.W.1/4 OF SECTION 33,TOWNSHIP 23 N, RANGE 5 E.,W.M. zD2 so 100 KING COUNTY,WASHINGTON Q Z H _ Q cc 141 NORTH VAULT VOLUMES Z y I DETENTION 9 TT S}, L}O5 I dtN CONSERVATION FLOW CONTROL 0 W 3p9' 9 MAX WATER EL= -• I.E.= Zi 1 - Try T'•_.-., N, !'-T uix vxF.x BOTTOM OF VAULT EL.= -- STORAGE REQUIRED=± --CF Y N85 r 1 °J' 1.44STORAGEPROVIDED=±-- CF 7 n. WATER LITY.•' s'- 7' _ _ 9' -. i 1 BASICAOUALRY srD D 7 ,... gi l'^-ws. i,/a F i .,.]; o REOUIR D=3-- CFVOLUME f s •.-- 9 VOLUME PROVIDED=±-- CF F•'•'•'•' _`._.`..,30 '! iII I{ F'. `{ b T'So<3' 1'SEDIMENT STORAGE) I s:-? 1 A a !'I IS' 15'SIDEwAIH W/6• L- b f' L'aT:': d,f I VERTICLE CURB xe 1 r"n 2a ::zags Z:`WEitPFID BUFFER = se 1ff{{. 3:• r, r((r:Eii -' pe ki i..9•° I. r. 1 Y.•kK•'• "5 z' I I:.v i Ga... re:,-:I1>:"id f<3':.4 Z Z T' 00 ETWJO BUF• - !Yi 3©:.:!: ,':> y f co N - 4,1 4/'">.,'•'.. i F' is E 02 v....0, s `: .,::` %<I L.fj ' V Z InA1Ni_21i rt Z t 1'415— m, 1«< ! EX.'BUIL01- > I .=' I' P CON WZrAt1itDTO.`T 1 CC F I O 77 FTy s:D t,. AA: 1 ti+ i W s 3'f Jitil! W a, x,:.: 11 Ill's'0s 1\T"„ L i /,.;i 11 c•:-sL - 1 s s7i'- :.E,L'- i•---T:•:1.• il Cr a.'_- lr_{ I •.j 1 ^Y.:<' a Y:: 'tC:a l 44'@ytOK d,/, y •.— " ii i a' 1 T'y' F ' l': 16•>-:.•cra.: 26.PRIVATE ACCESS TRACT a, W a • al r If.% _ met n R. .'1-.•-.-t=-3F3et`s.'-.^L-i;:i Q-1 ' _. .,f.r h'.'>Siy<: t".sf; 13' 13' Y asL:C;r: t s ss> •TRACT D I y6-o kis e'A°Pti+E:i y x, g I :'ter:'`\.: STORM D I I .—c;.•1E,'x.n2. 1'MIN. z w tEs,,-- •fA 1 EAs°4'a ME. EB' < ,1511Tsa';=-— R4g RSVPARK• U .- 1 s.-G / ( :°') g V_ r 2' WI 2' t'MW.A :i EY'-N,D. k T:R U PiP.:'S e 3323U5-9042 : 11==.1111_ 4:::.. 1'4:WM...,.........j • n:?ssAY;-- c iii oL1ECToa r r- -- --- U\'G. i.--TGv:1 :'.__ a - . Wit• -=•'fir.; CEMENT CONCRETEs::t -h:' >fiti; 2•COMPACTED DEPTH CIASS'B•ASPHALT CONCRETE PAVEMENT y., SEE HE CURB.xH® o t, i.Y:.<C.;-{ai^a;5 SEE KCRS DWG.N0.}D02 t-t 2-COMPACTED DEPTH CRUSHED ROCK SURFACING TOP COURsI [$ K.' ct !` . Jf;?N GYE ALTERNATE 90 y ..,m2 nt£ LE f2'irrrl lw+a::7k: y T i ATM, 'i:*,iR A:<L S"COMPACTED DEPTH CRUSHED ROCK SURFACING BASE COURSEAa-T`I'SL:= T a:?`..MC,iat'i'. :•= i• y.,Ai WY 305 A. 7L^ Y fir ,; p'L I ;' Off: I ;,1 E x„sy AOD(INAG TREATMENTN BE REQUIRED OEPENDWG ON SOILS CONDITIONS i i 33•L 5 9 r M PER KING COUNTY ROAD STANDARDS SECTION 4.02 o u g o111i•'S 7L •1F'S--i' 1^°.- r :, j'1 is,k'T lei: ,2 TRACT B-26'Private Access I r IY zY:oo.:,N:;[..: WIREF FoE NOT TO SCALE SERVES UP TO SIX PARCEL MVOULIM O e, _ J m 6'-0 SHOULDER PavEVExr MOTH w LI Q Z w . w s Z h N N psoS. SEWER ON O N CO U KSaD' F® SOUTH VAULT VOLUMES o m w3'_0- SIDE OF STREET.B.v.,f OF SiDEn'NA SEE SEC.B.02C a, I DETENTION 3 in In =i oI 36'R/W N N W- ..CONSERVATION FLOW CONTROL D.D2Fl.FT. N Z N N K oDsR./Fr. z,-.-MAX WATER EL= __ i' S'WALK r. T1' I lt' 6• co L.a.a. S CYUn 0 i: I t Qat ourl-ET I.E: -- I P. 8i_ BOTTOM OF VAULT EL= -- SUBGRADE SLOPE OM R./iT. _f 2 ISTORAGE REQUIRED=± -- CF I I I N ?Op wlcn GAS rnSIDE SOUTH of Ro•.D / I . a STORAGE PROVIDED=±-- CF 1` 2x zx_ 1 b EVd SEE SEC.8.02A J CUSS a ASPHALT roNCRETE WATER QUALITY o o'm,Q C CRU51[D SURFACING TOP COURSE p4 SEaE.¢S(„R.) IZM.BASIC WATER QUALITY 2"COMPACTED DEPTH CLASS'B'ASPHALT CONCRETE PAVEMENT v i 5.NICK CEMENT CONCRETE t . .,cRusNm SI1RFeGNc BASE COURSE 1-1/2 COMPACTED DEPTH CRUSHED ROCK SURFACING TOP COURSE J- 't' ''VOLUME REQUIRED=±-- CF SIDEWALK PER KCRS 3-001 ALTERNATE V' J .EADMAN.TREATMENT WY DE I —5•COMPACTED DEPTH CRUSHED ROCK SURFACING BASE COURSE 4 ATB a0REDUREDDEPENDINGONSOILVOLUMEPROVIDED=±-- CFCEMENT 9 CONDmOns.SEE SEC.a.a2 R 1• SEDIMENT STORAGE) ROLLED CURER " -- AOORIONAL TREATMENT MAY BE REQU REED DEPENOWG ON SOILS CONDITIONS Go"''' sn 7 ck.........0....A:\"10I i • t if • al p 3 5 ii Alidhhillib.* 1 I 1I a I 1111 i f Ili a 42a . iturt 0 - 1 iii%**kr . e - Allk t , „ 33 i , 10. pr rirgrail:s 1 eii, 4, ... .. . .4 i diiier11111 4 siiiN • si.... tt I 1 . i qf i . 01a) Ilk el Mill 11- iiiip 4.4. 1:+villiPPr. 4 . sr ii. imp,- - I . . S nowt . . . ••t, i4 D I . t• „do -ii Ilii, c..... 1,.. 1 „L.,,,-, ,,,,,,,...' rieis.' • JrI1r ,:::%...:, p* i 1 Abk „ 1 1 A Vl • iit. 4 y_ is f .._ it lit p• • I \1L t 4. _ . ONE Isityv ,, 7ati4b. 11,A i .- if1Irii..i. - aprr Iiii iii -s11111k\ kt, 1, t 6' a , . .. , , . . a:: siosvmous ,r )•1 , V710 - i c Nffio 4 ic li irlik 4O f iliii. 40 1 Op,44 lit.i4 0 1 . th...Affif41 t __,,,,,_ _. 4.._ If Ai; . 41114,Art EE . 71141 - , .. ....44,till I if 1, I. r 1 411•111/ k Aalall1111- - .s L . i jp. r Li eikx li A• • N ' - k lot. i toil a 0:. III , s• S . tat gia• • ..)• cX + 77 L......... wq:: Allibbon. 1 It• t •h • t Vj t A .0:9 5 : . t, 00is i r woo*, 4lig.0(.19 s a i! sr"'1 i b 500 ,ire griiii_ -..„,5itt t, kitTiii . .:it 1, 3 3 6,.... As VrrAAV Ir Ia • el e. iiiiirr el* ti Slitt.'s t—q2 it i it - ...., :. . . , t ti 44011111111 PI It'll/arilII• : 0 1lb 1 s e 6' 1 IQ 5 , it - itfor t1nW E r +1! olriiP i Al 525 h • . iiti , • ivie.141 ilk Afther re-4i' : 5ribjri: ,.1,-,..i 1 -%-;..fb-,.1• , i11a' ZAI lid i 0 1 0 • . k.ilb a it0a a , Plir . 1 I E XHIBIT C Upstream Basin Map r £, TASK 2 RESOURCE REVIEW I I TASK 2 RESOURCE REVIEW Adopted Basin Plans: The site is part of the Soos Creek Basin. Finalized Drainage Studies: This is not applicable. Basin.Reconnaissance Summary Report: Once again,the site is located in the.Soos Creek Basin. Part of the Soos Creek. Basin Reconnaissance Summary Report is to construct a berm and proportional control weir at Boulevard Lane Park. The project should be justified by a basin plan. The wetland rating is number one and biological assessment is needed to assure that this project does not decrease habitat values. It is not known if that berm was ever constructed to this date. Critical Drainage Area Maps: According to the Water Quality Applications Map in the 2005 King County Surface Water Design Manual, Basic Water Quality treatment is required. According to the Flow Control Applications Map, also in the 2005 King County Surface Water Design Manual, conservation flow control known as Level 2 Flow Control is required as a minimum. Floodplain and Floodway FEMA laps: Please see the enclosed Exhibit D-FEMA Map utilized for this analysis, Panel No. 983 of 1,725, Map No. 53033C0983 F, revised May 16, 1995. As indicated by this map, the proposed project site does not lie within a floodplain or a floodway of a stream. Other Off-Site Analysis Reports: A review of Exhibit I—Basin Reconnaissance Summary Report and a site investigation were conducted in preparation of this Level.1 Off-Site Drainage Analysis. The United States Department of Agriculture Soils Conservation Service Soils Map is also provided. See Exhibit F. Sensitive Areas Folios: Based on a review of the King County Sensitive Areas Map Folios,it was found the subject site does not lie within a sensitive area; however,it does drain to sensitive areas within one mile of the site adjacent to Soos Creek, which includes seismic hazard areas, erosion hazard areas, wetlands,and strea and flood hazard areas. Road Drainage Problems: This is not applicable. United States Department of Agriculture King County Soils Survey: Based on our review of the Soils Map for this area,the entire site lies within Alderwood type soils. Wetland Inventory.Map: The Wetland Inventory Map for this area is included herewith. See Exhibit H. Soos Creek wetland located immediately east of the project site is the wetland that this site drains to in all three drainage courses. Migrating River Studies: This is not applicable. I ' II 11699.011.doc[JPJ/dm] 1 EXHIBIT D FEMA Map LEGEND BYE710AOL-yROF'OLOOHAZARD AREAS INUNDATED ZONE A Nu hue Arad elevalinu AN . ZONE At Rua aced elualnm determined.I ZONE AN flood dgdn ra t n 3 km IwuBy area, elds.mpud io: 1uN dead !k,'alWw I ZONE AO Fled depths of 1 10 d feet(molly,BM -4w An slomm wink meram down.for sum of ran Cooedw adrldn Hn deµ'M 9 ZONE Alt ,I.::::,b prrr,aa 19 .year dud ByrdollION•pem waIyIcomm.,no base dmlfan eeferenMed. IZONEVCometdudAMMooghauntMao u; lose Rood desolate determined. ZONE VE foam!Ruud AA`drAF Eavaed MoreYN-., h 1:Mu Bred Ammons depm:rv0 Vy.;l4kk: FLOOOWAY AREAS IN ZONE AE f f3y,.r:y OTHER FLOODAREASNATIONALFLOODINSURANCEPROGRAMZ°"" n"=xKk: a mrloooeell,rag cu p n,q ka w I Ewa r wM aegppw.pea!a,II„q kw Man pew.B FIOTHER AREASRMZONEZMu determined tob ueydo soMmor imow. FLOOD INSURANCE RATE MAP 'Bad ZONE iKINGCOUNTY, UNDEVELOPED COASTAL BARRIERS WASHINGTON AND 0INCORPORATEDAREASiM •' yqq m. M Cwaw tor,men are normalityNMNMProtectedripen Road clap enam lowed eaten oradNOnq t0 Spada: PANEL 983 OF 1125 F,,, nBowan IEEE MAP INOE%FOR PANELS NOT PRINNED1 Noway Bounden, lorcDBuv1WR• i u.33-iFi% '.1i" apaww Dtiume saw Flood•• I MINIM 1I.:.m z—, .qa er md,.y.COMMUNES i i,•Y.M:t'..-,:wa:.OrOdMNUMBERPAHCLSUFFgtfeum Bau°uFymEGOWN MAMA Spatial Neal Random0ap0Waxtt. Harare P.n.' mY v10 dog, ,Z7NI Zones. Mee E I F 513 ..—.•nlcn ia, Fe t.Ream.See Map AUieea Goss Seueq lne EL 9a71 Base Flood EtreUar n Far, wne.a I i wa neRM7XSidMapirdefa Elevation Reference M00 I I MY Fr.,Mae 97a07.30 32a22'30• Nr a°aBain` ADMt• jMAPNUMBER 53033C0983 F NOTES aloes not'M pee'Wnm etiarn IM da'mt Frxd In,un sre''''me:epee aim gerosYrBy a f ell aeeae aleaddrainage,ounces H vrod aay. Mist a II°pd('B.wnirpwy fro-nMAPREVISED: soadd Flood„at.Meas.w d pro nor MAY 16,1995 , Me,„ flood apply egly tanMgrd d a°NDVD.rid IncludeE A} A J mow trytiu da.e:open by Her°AAA.::W char SdSamba Ihurricane` Mann` 7AreasofSpadesFloodNawdlla0marWminWavdoneeA.AE-AN.AO, ' IA99.V,erN VE Sod rwa m1 In Swcul Flow Hazard fleas mM Be pOIWq Pre'Federq(Emergency Management Agency •ria°ward auvevee, 1 Boeaues w Ne Oda yssioq romwlM e,r eqpmopedredeem, . roA°Ikodey,°" w 1 frfReldc AMMIA ono M.Mimi revumoo of toe EWAEeo,u r Mawgo.rren,Apanay, I Pond.,vent.in sores Elaedwe,'widen,era pmdddarmq F arhs tin ewer to eroe to scale.Fkpa Nuunse SUgy gppra Tm,onow iincuwraty p0Yewp MaMUnitsendred erieo f Castel Border older Are coat.Barrio.approve ennt o CI(9 Amu enitLtmermeSrvuroartcurrentacurrentesalMeRanelPasmap7010IOWMouldcometappropriateo0mmunrtyofficalstode4mveifampreuRapsnev° Awed subsequent to Me k:mriae Cl grin,n, frc ma m e r'°^8 Bo.Nod Mumma Study Rap..pyl'g see forAmp MIA assignee nap genets chiaMhoe p soma see wane*pgtp MAP REPOSITORY Refer la Repository Using on Map Index EFFECTIVE DATE OF I COUNTYWIDE FLOOD INSURANCE RAM MAP; 5EeTEMBER MOBS EFFECTIVE DATEISI OF REVISIONISI TO THIS PANEL:Raved May 9 935 to update map Arm. iI r0 Mamma R rood Ewan.u eMaN4 cornoct an kw..KW ormethsNaepwfluudWm. WIEmeProgramatBMW 38LE20. APPROXIMATE SCALE IN FEET 0 Egg 1 1 1_ j 1 I 1I t. 1 i I A II f I I KI1LASfNTY2UNINCOD 166T11 PUCE • 1 i i y 27 2 29 nsm SOUTHEAST 28 'WI sTREEr '. 2 5 SOUTHEAST I99TH STREE HT e 4 M iy W g s°'nHEAST +mtH RACE 3 a . a a W y" EET h3 3 irmx SWEET I A s60. F north STREET 3 0 I19M 5 SOUfhFKflil5r\ ' LK SOUTHEnsr msr I 1#RAC 5fE 1 i no LANE e souRTEi,ST - . Imo n'i$ c- STREET pvS. 2 SO4 SOUTHEAST IO T)tiT LANE O0TH AVENUE SOUTHEAST 1 1 SE 172NO STREET VrRI AVENUE g fl i 1 SEo SOUTHEAST SOUTHEAST T)1lRI LANE O.G S 1T04D SOUTHEAST Q a ww, H 5 /O9TH TANE ? ROPD 1 i s°mHEPST A6M' LANE Ta]ND A0E C x TST T BM t G Y/// mks. y0 G ,{SE PEIROVITSKY . G F O ROA/ / i LOUT Or RM283 SOU<NFASTE OETNIED STVOY - 1, E I j,,i i i1ZONEN. . 41 f' s F .. a f e s11SOUTHEASTTEOHTet A4 1MIO RACE SOUTHEAST ri k,. I Ty ZONE% souRTEAsr TTOTH g v c T 1 S` 3°i NOTE:MAP AREA SHOWN ON THIS PANEL 1ISLGCEASTTRHINTOWNSHIP23NORTH, A RAN-- SOUTHEASTj Y k(BOTH SIRES'''.E I5y SOUTHEAST Tn99TN STREET V uEJ 1919T J S k goNoSOUTHEASTsTNE y i•' 11IB2HoSTREETZONEX347if32S3 8 A 33 ', : f i r CD SOUTHEAST 182ND SWEET ` 4 II NII1D AVENUE W EAST v 3n 6 SOUTHEAST=ND 1 SWEET x SO EAST THND STREET 1341N AVENUE SOUTHEAST IB9TH STREET 106TH :`'' SOUTHEAST I I EET 9 JTNU SOUTHEASTIBUTN STREET 00‘ 1 a I JOWs PANEL 0991 Y- 4 mao i r— A4FEMAMAP 1/4„,..:,7cIMIISOirNORTH EXHIBIT E Sensitive Areas Folios 4 7"...---- L' : 41,o. pgiN ok e...* M:''... : dri. e ..,.. 3 •., • 4.,., ,... , 1 1 ao• Gl, t F,' y rA E , y" amistrant. qii, Afritipt S MI CC rittG M+ yam,• •• t' At• S may — 1- An gr•. criiii WCI r,4- 0 K 2../ eStg& 11421r t•''. 4' : MENIE1111 liMfalead, '' . 107 nipga; , rmulig II i,--. 4, ;:-. 0•-•,,....--; i:••••• . i. ••.- • ritret- r' - 11., FIN,: SC_ -." aWii i' :. t.' r if,, 111 1O z' tli' ef ..' a As. i' t+''+' d ' : i':- 8 1`* i MBr N _wrim! 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Vil,.., ,'- 4' 1, :',":,,.: 14 s "'" o ' L- 4.....', 1, 5n: "' ' -<' ..., ,. t`..% C.,',,*••';'.:-...":; t0. 2'':,:;,. ZP' 4:•;"."-•:''; ';';" • . - AA fh'''' IS- IL. ''' N'''`-' 4'`.. 4 VAR i. . 2 . 4 ', tefi,' it I' ll 44:' WV• P''- P-,,, e,-," ..,. ,,,-...!„;,-, i ,,, ,.. ,, . I . A . r4 .. 71 A. N. a. N.,, 744. 44. i.'-`; xi;: y ; It.. . t. v•'.--,'", . 4;•• 1, 74.."... A,;•••' 4. 1.'.:.',",!• 1- 1: k• !' 1.;• 1,..:•-,-• •• • • 1 ifiriliti 2g. EXHIBIT F SCS Soils Map i I 1 TABLE• 1.--APPROXIMATE ACREAGE AND PROPORTIONATE EXTENT OF THE SOILS . 1 Soil Area Extent Soil Area Extent Acres Percent Acres • Percei1 Alderwood gravelly sandy loam, J Klaus gravelly"Loamy sand, 6 0 to 6 percent slopes 22,000 4.9 to 15 percent slopes 420. ' -.1 Alderwood gravelly sandy loam, Mixed• alluvial land 1,500' .3 6 to 15 percent slopes ' 165,170 37.1 Neilton.very gravelly. loamy sand, Alderwood gravelly sandy loam,j 2 to 15 percent slopes . 4,660 ' 1.0 15 to 30 percent slopes 14• ,280 3.2 Newberg loam.. '3,660 .8 Alderwood and Kitsap soils, very 1. Nooksack. silt loam 3,100 ' . .7 steep 39,000 8.8 Norma sandy loam 4•,230 1.0 Arents, Alderwood material,.0 Orcas peat ' 730 I ' .2 to 6 percent slopes - 3,500 " .8 Oridia•silt loam 6,630 l.5 Arents, Alderwood material, 6 Ovall gravelly loam, O•'to 15 to 15. percent slopes • 6,000 1.3 percent slopes . 1,780 - :4 Arents, Everett material 700 .2 Ovall gravelly- loam, 15 to 25 Beausite gravelly'sandy loam, 6 percent slopes 3,840' . . ..9• to 15 percent slopes 7,600 1.7 Ovall gravelly loam, 40 to 75 ' Beausite gravelly sandy loam, 15 percent slopes 1,250 ."...3 to 30 percent slopes ' 2,700 .6 Pilchuck loamy fine sand 1,630 4 tBeausite gravelly sandy loam, 40 Pilchuck fine sandy loam 640 1 to 75 percent-slopes 890 .2 Puget silty clay loam . 8,130 '1.8 Bellingham silt loam 2,610 .6 Puyallup fine sandy loam. 4,840 1.1 Briscot silt loam 5,430 1.2 Ragnar fine sandy loam, 6 to Buckley silt loam 12,130 . 2.7 15 percent slopes . 1,540:3 Coastal beaches 1,105 .2 , Ragnar fine sandy loam, 15 to .. Earlmont silt loam 1,140 .3 ' 25 percent slopes. 500 ' .1 Edgewick fine sandy loam 2,340 .5 . Ragnar-Indianola association, Everett gravelly sandy loam, 0 to ' I . sloping • 8',110 • 1.8' 5 percent slopes ' 5,500 • 1.2 Ragnar-Indianola association, • I. Everett gravelly sandy loam, 5 moderately steep 1,150. ' .3 to 15 percent slopes 15,700 3.5 Renton silt loam ' 5,040 • • 1.1 Everett gravelly sandy .loam, 15 Riverwash 3,700 ' • :8 to 30 percent slopes . 6,300 1.4 Salal silt loam 560 1 Everett-Alderwood gravelly sandy 1 Sammamish•silt loam 790 2 J loams, 6 to 15 percent slopes 8;405 1.9 Seattle muck 8,650 1.9 i Indianola loamy fine sand, 0 to 4 ' 1 Shalcar muck 1,220 - . .3 percent slopes 2,670 .6 Si silt loam .1,750 ' ..4 Indianola loamy fine sand, 4 to Snohomish'silt loam 2,100 '. .5 1 15 percent slopes 2,600 .6 Snohomish silt loam, thick Indianola loamy fine sand, 15 to surface variant 500 1 30 percent slopes 1 '500 .1 Sultan silt loam- 3,580 8 Kitsap silt loam, 2 to 8 percent I Tukwila muck 1,730 ' .4 d slopes 5,000 1.2 Urban land 10,650' 2.4 Kitsap silt loam, 8 to 15 percent Woodinville silt loam 2,800 6 slopes 6,550 .1.5 Kitsap silt loam, 15 to 30 percent slopes 4,270 1.0 Total • 445,500 100.0 j I I s I 1 1 I i i a a i M i - „!^ g' .. i 1 to T s r t1o. 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I4.': rr•: r ly t 7 Z« y ..,;.: pp^ '' 7L`' t- r q: `:`. 0 ` i y µiE F, t; , l. f'" s^.; y' r, l. n3s§ f , ith ` a t ,^ Ir1 yr, TF, f. _ + .;, jt, X' I Yp: i: Ll' i, 7.. F Lxt fwlit', q.' r - maC._•. ! , 1+ I: nr:'-". u . .. I - -. t. . , ::, r! t t!? .' 4''!".!^ 1, i' T-. r:. tr. a c I, a; I•.. ek,4/ 2./ I EXHIBIT G Assessor's Map 4 0 m . 4, 300.01 100.0, y 112.9 103.17 130 53.a4 30 .: 9 1 0 0 I } P Ao" a-90 A"^ or. ry h \ e' of 1 1°' h 39.:. J 7 67 7. 77231 y' ' .0.35 too 0 e5721 m IS N yg lDT bpyp- IDTB Gift1 6' a.+, a.: PP 1.fiz 0340 1.4' w'' $ 5 f7f9f SF WTIf \I \ 18 30 .' 21" ' 22A' h n 2\$ah 94444 _ ,y1 a 30 0 eh r 11A .,,8 9 99-02-t; 6 96601 3e331. 0100 ' AO,p 4 ° N:- . '946'°29 , .,es4f/ Ao°8648 fa Ste7f\8o7. '. .Y1 Se4.ar Of97 0700 a} V4-S n 45.R.1 n °-50-i0 M to d,a.» t i• 1 o h 619E6, 11 3\ aOzwP o •lOTOyo t_P IOC 77 200B67 ° 4°. 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Kim,_______-___ n 67-s N 9Q72 'r. _ - P._oats: (0T'"'t1'1 2.0 AC 4.32 AC 9, 249.9 A 474.50 07A0•1\004234.2• w11,m N 01261 KC6 701004 n 6404160944 0.37 AC° i 1 3,12AA ay[•4 Qa H e9-50-11 p I 60 1.17 AL. \\ 1\ IDI". 1, •Lori 1I 20d +Yf 4 1 1 2 4 I I 0751 1 1 430124 R 1 1 9193' 7 33. °Si 4/' 28900.1 m .,ea nav n..n, m.+ra m' n 1-.a] y A ] 1\ 0',00 0.35 AC a I 9 NORTHWEST SRN GARDEN I g VI 6 SITE 17p.(- A; 31500. 1 1 C 0730 b0 \ AA9o1 7 300 sel.sa 281.52 150 3b t50 251.52_w \ 1 77yY, i T iACTS DIV. NO.6g A 2° 61996 v x 4smo e \ 5 4. • 8M° 6°Sn°' bah 62 \ 1 C nm 6 g . \ 1 1-0j N 7 11 ki xn 1 1 1 • 1 1 i I 1 1. 1 9 4. Ii 423001 4a3004 210 AC \ 1 4.0 1 0303 0301 037o 1 so so09 oo 50' 150 343 34 i - 9379 1/ FEW. '/ 1 l AyA;1 ` 30' ROAD ESMT. 1 enema TRANS. LN. `EW. N AUO.3919394 VOL 2950/320 I 1313.9.' A s e a CATEp 6Y 9.P.692.04 1313.80 - - - TRANS.- - 320 ' A 00 39f9394 TMET IN L 7C A.F.39,9394 2850/328 3,, L. f 00 Iz49 I 105 I 6.E.104' 352.s5 I 1-_ . 7a0-49 1 ASSESSOR'S MAP A .1 NORTH EXHIBIT H Wetland Inventory Map i i 1 11111,---„, • Ced„.. 1 - --,-‘4- 1:Lower Cedar River • Green! Is •e, •1P' miry • ti, 11 -,TA 44, 5 pe, 0 7 1 8 9 17 12 l' I 15 75 16 ft.. 23 420 . 25BlackRiver 24 7 62 Jenkins Creek 2 tk 6 • 26 161 80 30 .23: -- •411 • • 33. SOOS . Creek 39 31E1 99 3c14 --1i 51 87 87- 7,74s, 1 t r 49 52 84 53 IF 4,1 54 • •4 ) 1 1 55 56 Lower Green River V 58 ,ei,..,,COVillgt0II Creek i , I cs 1 , 1 0. • A ec i 1 86 I Middle 'Green River Mile N. 0 % 1 1 ii a Soos Creek Green River Basin i r 4 A ••,,,yr .,,,,,,....s.-ty,A•, "14-- st•,,, e,„ , 41*, 4, , -, •,*„OW,, 1,,,41.,.,,,, • I..4*L = . N. ,s 4 ...;:i, 1c"•;r is y,4ii I+ y', p r0,,, 4 SDv a 1 a^- ii7 t ail s x t1.W Y, -* Sl.'il'i j Nt" ti l'`i. ,.ii: fti,,i: ;1' „Al_ -,:-.,,...,- -,,., . , 0. ,p .•, 1.f.- AWIS"a J Alt . } fCV'•I H•7 +r i, 'v`. , f Aio.ri:: r'„ Z,,, ' 1' ;,-, t 3yY r .FF``uu P k1anyr' y i l s r i r , i i Z r kfi fit + ` t G ', 3, I kF r v,%r f F 44• • .13:. , ' ';:t., 14 ram\ t. F , i st J t...,. V t ,' r? r\ Photo Date: 5-80 North 4 Approx.Scale: 1"= 1000' WETLAND: Soos Creek 2 COMMUNITY Soos Creek PLAN AREA: LOCATION: BASIN OR Green River3 -23-5 DRAINAGE:SE 28-23-5 INVENTORY DATE: 8-4-81 ACREAGE: 134 i CLASSIFICATION: Fish and Wildlife Service Common Name PSSJ Palustrine, Scrub-Shrub, Broad- Scrub-Shrub leaved Deciduous (Willow) PSS3 Palustrine, Scrub-Shrub, Broad- Bog leaved Evergreen (Labrador Tea) PF04 Palustrine, Forested, Needle- Forested Wetland leaved Evergreen (Hemlock) POW. Palustrine, Open Water Open Water PEM5 Palustrine, Emergent, Narrow- Shallow Marsh leaved Persistent (Cattail) NOTE: The wetland edge shown above Is approximate. In marshes, ponds or lakes,the transition from standing water to uplands Is usually clear. However,the edges of forested or scrub/shrub wetlands are less distinct. There,the change from wetland to upland often occurs over a broad area calledjthe "transition zone".For a discussion,see Wetland Plants of King County and the Puget Sound Lowlands and"Guidelines for King County Wetlands." Soos Creek 2 OBSERVED SPECIES: (refer to list in.Appendix 111) Trees: AR, PT, TS, TP Herbs:• LA, MU, OS, PH, RR, SD, TL Shrubs: AC, CS, GS, LL; RP, RS, SX, SD Sedges/Rushes/Grass/Fern: • SE, BX, AX, AF, CX, EX, JE, JX, LM, ,PA Birds: GB, MA, VS, TS, BS, RB, AR, ST, MW, SS, YT, YW, WW, RS Mammals: Fish: Other: OF RARE/ENDANGERED/THREATENED SPECIES: (refer to list in Appendix 2) Recorded/Observed: Potential: SIGNIFICANT HABITAT FEATURES: OUTLET: Type: Pipe, Overland, Undefined Condition: Open Outflow enters: Stream POTENTIAL STORAGE: Existing Active: 786 ac. ft. Potential Active: 258 alc. ft. GENERAL OBSERVATIONS: Litter 'from park on south edge. Fill pushed into wetland . from west 'edge. Ponds artificial. Bog area is drying up. WETLAND EVALUATION SUMMARY: Data was collected in the five categories shown below. Within each category the data was evaluated to produce numerical values. Composite values for each category were produced in order to compare each wetland to other wetlands in its sub-basin and in King County. The result of that comparison was a percentile rank. The percentile is expressed on a scale of one hundred and indicates the percent of wetlands that scored equal to or below that particular site. For example,a percentile rank of 80 under sub-basin means that the wetland scored equal to or better than 80 percent of all sites within the sub-basin for that evaluation category.NOTE: The percentile ranks are valid only within the individual evaluation category and are intended solely for reference and comparison. Rank Evaluation Category by percentile) Sub-basin County-wide Hydrology: runoff storage potential,water quality,potential for minimizing damage 94 98 in downstream areas Biology: quality of habitat,abundance and diversity of plant and animal species 94 81 Visual: diversity and contrast of wetland and surrounding vegetation, 96 22 surrounding landforms Cultural: types of access,proximity to schools/institutions,overall 23 35 environmental quality Economic: presence of agriculture/peat extraction,anadromous or game fish, 33 12 game birds or mammals of commercial value WETLAND RATING: Each wetland was assigned one of three possible wetland ratings. The wetland ratings were determined by examining the scores of selected inventory tasks, specific data or percentile ranks for individual evaluation categories. The.criteria used to assign the wetland ratings are described in the Introduction. For each rating a number of specific guidelines for new development in or adjacent to wetlands were prepared. The guidelines are intended to assist in carrying out King County's Sensitive Areas Ordinance and other wetland policies. They are included in a separate report titled"Guidelines for King County,Wetlands". Wetland Rating: 1 (c) I r 9 Pr v. EXHIBIT I Basin Reconnaissance Summary Report RECONNAISSANCE REPORT NO. 2 SOOS CREEK BASIN JANUARY 1986 11 15. Natural Resources and Parks Division and Surface Water Management Division y King County, Washington ti r, King County Executive Tim Hill King County Council Audrey Gruger, District 1 Cynthia Sullivan, District 2 Bill Reams, District 3 Lois North, District 4 Rori Sims, District 5 Bruce Laing, District 6 Paull Barden, District 7 Bob Grieve, District,3 Gary Grant, District 9 Department of Public Works Parks, Planning and Resources Don LaBelle, Director Joe Nagel, Director Surface Water Management Division Natural Resources and Parks Division Joseph J. Simmler, Division Manager Russ Cahill, Division Manager Jim Kramer, Assistant Division Manager Bill Jolly, Acting Division Manager Dave Clark, Manager, River & Water Derek Poon, Chief, Resources Planning Section Resource Section Bill Eckel, Manager, Basin Planning Program. Larry Gibbons, Manager, Project Management and Design Section Contributing Staff Contributing Staff Doug Chin, Sr. Engineer Ray Heller, Project Manager & Team Leader Randall Parsons, Sr. Engineer Matthew Clark, Project Manager Andy Levesque, Sr. Engineer Robert R. Fuerstenberg, Biologist & Team Leader Bruce Barker, Engineer Matthew J. Bruengo. Geologist Amy Stonkus, Engineer Lee Benda, Geologist Ray Steiger, Engineer Derek Booth, Geologist s) Pete Ringen, Engineer Dyanne Sheldon, Wetlands Biologist Cindy Baker, Earth Scientist Di Johnson, Planning Support Technician Robert Radek, Planning Support Technician Randal Bays, Planning Support Technician Fred Bentler, Planning Support Technician Consulting Staff Mark Hudson, Planning Support Technician Sharon Clausen, Planning Support Technician Don Spencer, Associate Geologist, Earth David Truax, Planning Support Technician Consultants, Inc. Brian Vanderburg, Planning Support Technician John Bethel, Soil Scientist, Earth Carolyn M. Byerlv, Technical Writer Consultants, Inc. Susanna Hornig. Technical Writer Virginia Newman, Graphic Artist Marcia McNulty, Typesetter Mildred Miller, Typesetter Jaki Reed, Typesetter Lela Lira, Office Technician Marty Cox, Office Technician - a P:CR r TABLE OF CONTENTS I.SUMMARY 1 II. INTRODUCTION 1 III. FINDINGS IN SOOS CREEK BASIN 2 A. Overview 2 B. Effects of Urbanization 3 C. Specific Problems 4 1. Bank failures 4 2. Channel erosion 4 3. Flooding and potential flooding 4 4. Stream habitat 4 IV. RECOMMENDATIONS 5 A. Inform appropriate governmental agencies of 5 the reconnaissance findings B. Reevaluate specific surface water management 5 policies C. Prepare a comprehensive ba in plan 6 D. Construct the capital improvement projects 6 E. Maintain or enhance instream and riparian habitats 6 I V. MAP 7 APPENDICES: APPENDIX A: Estimated Costs l A-1 APPENDIX B: Capital Improvement Project Ranking B-1 APPENDIX C: Detailed Findings and Recommendations C-1 iIJ 1 L SUMMARY The Soos Creek Basin is located north and east of the Green River in King County. While the southern and eastern portions of the basin •are rural, the remainder is a rapidly • expanding suburban community. This development pattern has not caused serious environmental damage or flooding, however, due to highly pervious soils, an extensive network of streams and wetlands that provide natural storage for stormwater runoff, and the fact that development has only recently accelerated in this basin: Although the overall severity, of problems in the Soos Creek.Basin was not great at the time of reconnaissance, several significant problems were identified and should be addressed. These include bank failures, channel erosion, flooding in some locations, and poor stream habitat Recommendations to address these problems include efforts to 1) inform appropriate agencies of the reconnaissance findings, 2) reevaluate specific policy issues regarding the management of surface water, 3)11 prepare a comprehensive basin plan, 4) construct the capital improvement projects evaluated with citizen advisory committee criteria, and 5) maintain or enhance habitat throughout the basin. IL INTRODUCTION: History and Goals of the Program In 1985 the.King County Council approved funding for the Planning Division (now called the Natural Resources and Parks Division), in coordination with the Surface Water Management .Division, to conduci a reconnaissance of 29 major drainage basins located in King County. The effort began with an initial investigation of three basins --Evans, Soos, and Hylebos Creeks — in order to determine existing and potential surface water problems and to recommend action to mitigate and prevent these problems. These initial investigations used available dati and new field observations to examine geology, hydrology, and habitat conditions in each basin. Findings from these three basins led the King County Council to adopt Resolution 6018 in April 1986, calling for reconnaissance to be completed on the remaining 26 basins. The Basin Reconnaissance Program, which was subsequently established, is now an important element of surface water management. The goals of the program are to provide useful data with regard to 1) critical problems needing immediate solutions, 2) basin characteristics for use in the preparation of detailed basin management plans, and 3) capital costs associated with the early resolution of drainage problems. The reconnaissance reports are intended to provide an evaluation of present drainage 1! conditions in the' County in order to transmit information to policymakers to aid them in developing more detailed regulatory measures and specific capital improvement plans. They are not intended.to ascribe in any conclusive manner the causes of drainage or erosion problems; instead, they are to be used as initial surveys from which choices for subsequent L, detailed engineering and other professional environmental analyses may be made. Due to the limited amount of time available for the field work in each basin, the reports must be r viewed as descriptive environmental narratives rather than as final engineering conclusions. Recommendations contained in each report provide a description of potential mitigative measures for each particular basin; these measures might provide maximum environmental protection through capital project construction or development approval conditions. The appropriate extent of such measures will be decided on a case-by-case basis by County officials responsible for reviewing applications for permit approvals and for choosing among competing projects for public construction. Nothing in the reports is intended to substitute P:SCB 1 Soos Creek Basin continued) f for a more thorough environmental and•engineering analysis possible on a site-specific basis for any proposal. III. FINDINGS IN SOOS CREEK BASIN • Reconnaissance in the Soos Creek Basin was conducted in November 1985 by Ray Heller, resource planner, Randall Parsons, engineer, and Don Spencer and,John Bethel, consulting soil scientists. Their findings and recommendations are presented as follows. A. Overview of Soos Creek Basin Geographic and land use features. The Soos Creek Basin is located north and east of the Green River in the eastern portion of the Soos Creek Plateau Community Planning Area. The basin is situated east of the city of Kent, northeast of Auburn, and southeast of Renton. The city of Seattle's Lake Youngs watershed is included in the Soos Creek Basin. The south and east portion of the basin are rural in character, with the north and west portions committed to a suburban development pattern that includes subdivisions and scattered single-family homes. The 1985 Kin County Comprehensive Plan shows areas east of Big Soos Creek (in the northern.part of the basin) and south of Lake Youngs with "rural development" designations that specify 1-5 dwelling units (DU) per acre. The southern area to the east of Soos Creek and north of the Green River is designated "transitional." This interim designation will limit development to rural- residential densities until such time as rural/urban designations are made through k_i updated community plans. The King County Parks Department owns more than a five-mile stretch from Southeast 192nd Street to Lake Meridian, along Big Soos Creek. These presently undeveloped park lands are mostly wetlands and lie within the 100-year floodplain. Major geologic, hydraulic, and hydrologic features. The Soos Creek drainage area is a tributary basin to the Greet River basin. The area is part of the Puget Sound lowlands and is characterized by a glacial drift plain, covered by small ridges and rounded hills that were formed by continental' glaciation. While the Soos Creek Basin is moderately developed, the degree and amount of j _;channel erosion, slope failures, and other forms of geologic and hydraulic damage are far less than might be expected. Artificial conveyances are also still functioning in this basin as they were originally designed and intended. These conditions may be explained by three main factors. First, there is a, very effective natural retention and detention (R/D) system provided by an extensive network of 52 wetlands and numerous major and minor streams. Most of the wetlands are located in the northern' portion of the basin in the upland areas as well as adjacent to streams. Big Soos Creek originates in the northeast corner of the plateau and flows southeast to the junction of Little Soos and Jenkins Creeks, then curves west at its confluence with Covington Creek. Big Soos Creek joins the Green River east of Auburn near State Road (SR) 18 at 160th Avenue SE. These wetlands and streams appear to be functioning well as stormwater control facilities for the current levels of i. development, as well as serving to prevent damage from surface water runoff. P:SCB Soos Creek Basin isc--,, continued) l Second, the soils in the upland areas generally have a high infiltrative capacity, particularly in the southern portion of the basin. Stormwater is absorbed into the ground at these.locations before it can cause erosion or other damage. Third, development in the basin has only just begun. Properly functioning wetlands and streams have not yet been altered, nor have well-draining soils been covered byimpervioussurfacestoanygreatextent. Maintaining these properly functioning drainage, systems should be a goal in this basin and will be the focus of recommendations made later in the report. Habitat characteristics. The habitat of.Soos .Creek Basin is generally good and supports large populations of both native.and hatchery anadromous fish. The source of the hatchery fish is a State facility near the mouth of Soos Creek. Cutthroat trout reside in stream waters, and anadromous fish spawn and travel in many of the tributaries and the main stem of Big Soos, according to field observations and reports from local residents at the time of reconnaissance. Habitat is'being damaged or threatened in some places b bank erosion and degraded water quality associated with land clearing, livestock feces and wetland filling for development. One of the more serious instances of habitat- hreatening erosion originates at the parking lot of the Seattle International Raceway (SIR), which is located on the plateau in the lower mm portion of the basin. Drainage from the paved parking lot is increasing erosion in nearby tributaries and filling spawning gravels with sediment. Appendix C of this report identifies sites of habitat damage or potential damage. Further water quality information related to habitat in the basin can be found in the Critical Stream Inventory of Soos Creek, published by Metro. B. Effects of Urbanization Low levels of development in most parts of the Soos Creek Basin, together with a well-functioning natural drainage system, have kept serious erosion, sedimentation, and habitat damage to a minimum until now.- However, the present and projected rates of, development indicate that there could be increasing amounts of damage, as suggested by the types of problems observed during reconnaissance. The expansion of impervious surfaces in the basin is already beginning to accelerate the rates and volumes of stormwater flowing into (and reducing the capacities of) both natural and artificial channels. Impervious surfaces are also reducing the amount of highly pervious soils available to absorb runoff. The predictable impacts are already in evidence: erosion, mass-wasting, sedimentation, and degraded water quality and other habitat destruction. The following section provides a more detailed account of problems found during field investigation. Li C. Specific Problems Identified The study team examined numerous sites along the main stem of Big Soos, Little Soos, and West Soos Creeks, as well as 21 small drainages tributary to these main stems. Several of the most significant problems found during reconnaissance are described below. P:SCB Soos Creek Basin continued) L Bank failures. On Tributary 0072A, river mile .30, for example, 'there exists a major bank failure triggered by bank undercutting. The source of the problem appears to be increased runoff from street construction. Unless flows are intercepted and redirected to storm sewers or other facilities, there will be increased bank erosion and consequential deterioration of property and stream habitat. 2. Channel Erosion. This includes both instream and bank erosion caused by large volumes of runoff emerging from storm drains and washing away highly erodible soils. This creates a new, deeply incised channel that enlarges over time. One example of this problem occurs on Tributary 0072 near the SIR in the lower part of the-basin. Large expanses of pavement at this location have contributed to high volume flows and channel erosion: • 3. Flooding and potential flooding. In numerous locations, development has increased the amount of runoff entering existing drainage facilities or otherwise impeded the ability of] natural systems to carry the amount of runoff. When drainage systems fail to function as they were intended, flooding can occur. Increased developments without concurrent increases in drainage facilities adds to the possibility'that serious flooding will occur. On Tributary 0092, river mile 1.20, for example (collection point.11), the Little Soos has been contained and manicured as it passe through a developed-plat. Such alteration to a natural drainage channel reduces the stream's capacity in places. The result has been the regular semi-annual flooding of some homes. Further development could aggravate these kinds of flooding problems. 4. Poor stream habitat due to: a. Lack of overhead canopy and streamside vegetation. Overhead canopy stabilizes water temperature, while streamside vegetation protects banks from erosion. b. Contamination by livestock feces.. In areas of the basin where livestock have extensive access to streams, water quality has become degraded by animal feces. These case harmful nutrients to be added to the water which can threaten fish suzvival c. Erosion. Streambank and channel erosion, already described above, is caused in part by livestock access. On Tributary 0073, river miles 3.60-4.70, for example, there exists poor stream habitat because livestock have trampled and denuded banks of vegetation; this has led to the sedimentation of spawning areas and caused turbidity. r IV. RECOMMENDATIONS FOR ACTION 4 I ; The following recommendations are based on findings of the field team and reflect the original goals of the Basin Reconnaissance Program, as outlined in the introduction of this report. A. Inform appropriate governmental agencies of the detailed findings from the reconnaissance of this basin. Project representatives should meet with staff from King P:SCB 4 Soos Creek Basin continued) County Roads Division, Surface Water Management Division, Building and Land Development, and other interested agencies to transmit relevant information. B. Reevaluate specific policy issues regarding surface water management. These may include the need to: 1. Improve enforcement of wetlands regulations to maintain these areas in their natural states. This will insure their continued function as surface water quality and quantity controllers, as well as preserve their habitat value. If regulation proves ineffective, they County should secure easements or consider other means to preserve wetland areas. - 2. Require the establishment of undisturbed buffers and setbacks adjacent to natural drainage swales. Va ations in stream morphology and geology indicate the need for stream corridor }idelines that take these into consideration. Improve enforcement of "no clearing" covenants in these sensitive areas or seek County easements or actual ownership. Fencing along streams in livestock areas would i help water quality and reduce erosion and sedimentation. 3. Investigate and promote the infiltration of surface water where feasible and economical to reduce 1 increased runoff from developed areas.- Also, encourage the use of grass swales and open ditch conveyance systems to improve infiltration and water quality enhancement capacity. Areas of high filtration are identified on final display maps (for the Basin Reconnaissance Program) in the offices of Surface Water Management, Building and Land Development, and Basin Planning. 4. Require the tightlining of storm-drainage outfalls down steep or sensitive slopes using state-of-dhe-art facilities, including high density polyethylene pipe with energy dissipation at the outfall. S. Reevaluate stormwater rate and volume release regulations for new developments. Current regulations may be inadequate and result in unacceptable downstream erosion that•causes pioperty damage and loss of habitat. 6. Increase current maintenance levels for King County surface water R/D and conveyance facilities. Due to the lack of funding, maintenance of existing facilities is sometimes insufficient and results in facility dysfunction and failure. These will only be aggravated by additional upstream development. P:SCB 5 Soos Creek Basin continued) C. Prepare a comprehensive basin plan to consider, at a minimum, the need to: 1. Enhance and utilize th extensive existing wetlands as regional storm-detention facilities without jeopardizing habitat values. Prepare a schedule for the anticipated need for these hydrologic enhancements as they relate to projected development in the basin and impact the wetland ecology. 2. Examine existing storm-detention and conveyance facilities to determine whether their control orifices are properly sized to optimize the detention site and achieve the maximum,benefit to the.downstream systems. 3. Establish floodplains in low-lying areas of slight'gradient for existing and developed, runoff conditions, i.e., adjacent to wetlands, particularly for wetlands proposed as regional cietention sites where inundation of adjacent properties may be significant. 4. Identify stream reaches critical to the maintenance of anadromous and trout populations.. 5. Review geologic findings from this study in order to identify areas. of particular soils' sensitivity and d. velop special analysis criteria for new developments. D. Construct the capital improvementpprojects according to the CIP priority selection criteria- These projects,.identified in Appendix B of this report, include projects to: 1 Calibrate and retrofit existing detention-control structures.and to improve existing conveyance systems. 2. Stabilize channels and slopes. 3. Provide regional detention facilities, including the utilization of wetlands, where biological assessment has determined that the natural habitat values will not be significantly altered. E. Maintain or enhance the instream and riparian habitats. 1. Maintain wetlands and buffer areas around them. These provide both valuable wildlife habitat and natural stormwater storage that helps to maintain year-round baseflows in the strealm. 2. Adopt a stream-corridor policy in the Soos Creek Community Plan to protect the stream corridor from damaging types of land uses in adjacent areas. 3. Encourage the Washington State Department of Fisheries to allow use of the natural stream system for salmon spawning. Maintain a natural run of all the indigenous anadromoi s species. 4. Prohibit filling in they 100-year floodplain. The County should establish regulations to prevent the loss of floodplains in order to maintain their natural storage for floodwaters and guard against degradation of important fish and wildlife habitat. P:SCB 6 ci., SE 4- s," rr man H.S I Ili\ S11 11146. . 1 ST liglial T\--V' rdial ( 9 n ,...3.• 1 v.,..1,-,\ .•••••.,i ol•• 1,,,...ts...ATZ\---<,-K; I.-. i 1 ';'I 1--1--4-J 4 . 1g.SOOS CREEK BASINF...r-\ A''.); ' I`•-s-T--.> 1 A"51____;-:::.. r 7. • r' ' t -Igiv I,,,',,1! ST 4 J,, 7 triri, i- "N 1. • vo.„. ' if. 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PI 111 J.' 1 T;•.„,:. tfni---4_-y. .1., ..il sLi„?..,r•-•-- ---- ,‘---, 1 ! \• SOOS CREEK BASIN' 1( t,\• r xL j?i sE au 1...._?L..--.... R Lake I ;-- ( Jr4`<` Iq-\i'j1 i p 1 I \l Basin Boundary meridian. ••w.•.r,;_ i0O; „j oS 7 > SE 2.E w 9 Collection Puirit Boundary S i: i 8 Collection Point o •sEl2J9 I K tii Stream j 1.I! •.• y I • 0072EiIIalI Tributary Number 1 rr .- 5401 Proposed Project fi o I , E Zd si 1l SE j5 • I Y iSF• / ^ F ••_ . .f> I Lo•e 119 e . E !.t• PI20sT • •< i On' N:. i H sf 21E sT: w!... IJl sT • J\ I . i I•••' It 71 PINE E• - i`... YJ - i sE SD?. T • i Ir.-.r T 3 a ,- 1 j T;m f cry SE ._ to !T-. 1-----TN p M DER El 1 sE.. a•.s __ L J • 41, I• '. l dJ e sE 2.31 it',a W 4-s TES sr \• i is V i V sF13 I yry) " TI• ST J r: F-1, i j4. r Y HILL LEA 1 asE-.-,"'• 417`:rfr!.. ri ill E JI !T •/ O i-i- -•• f • y wa' TI541vrne,L•„I• - "i - A c f S _. r J,E w • 1 1X ti-_. . T-r S sE- sE ^\- sr J y? r s4 u r; k Heights 1 %44 s 1 3a r _I. ` O. T' \".-1 L,. 4. P`J G EN RIVER 1 c j e/ COMM ITY COLLEGE sE !•11} sr 7t N N i14• • 4'- f...r--.i... . 4fr4A II1. l,i P. t.- 1- I x•s.aal.n tg 4..0.„1. ,.:.,,.... tr.,>.....„... 1., sr 11a.,,,,_ •— EAST ca GREEN `(. i.•e { —=_ RIVER w W{ ter_- n J•E t%' 511 i ed Ba.n Ranc• I 111 JL- isii APPENDIX A ESTIMATED COSTS: PROPOSED CAPITAL IMPROVEMENT PROJECTS SOOS CREEK BASIN • Indicates project was identified by the Surface Water Management Division prior to reconnaissance. NOTE: All projects are located'on map included in this report. . Project Collect. Estimated Costs Number Point • Project Description Problem Addressed and Comments 5401* 20 Construct low berm (approx. 2') and Mitigates increased upstream peak 153,000 a proportional discharge-control weir flows and runoff volumes. likely to be much at outlet to wetland. (This project less due to land is independently justifiable.) Wetland acquisition cost) rating is #2. Biological assessment is needed to assure this project does not decrease .habitat values. 5402* 9 Excavate and berm to construct, regional Mitigates increased upstream peak 194,000 facility at, lower end of wetland. 'flows and runoff. This location serves dependent on land Provide proportional weir discharge. Trib. 0073 and 0076. (Good location.) costs) Wetland rating •is #1. Biological assessment is needed to assure this. project does not decrease habitat values. 5403* Could not locate or verify. Address in basin plan. Eliminate for now.) 5404* 17 Construct a proportional control weir Mitigates increased upstream peak flows 250,000 Wetlands 4416 at SE 224th St. bridge. (Project should and runoff. (First site that could. be justified' by a future basin address flows south of Petrovitsky.) plan.) Wetland rating is #2. Biological assessment is needed to assure this project does not decrease habitat values. P:SCB.APA A-1 r Project Collect. Estimated Costs Number Point Project Description Problem Addressed and Comments 5405* 19 Construct berm and proportional control Mitigates. increased upstream peak 98,000 weir in Boulevard' Lane Park. (Project flows and runoff. should be justified by a basin plan.) Wetlands rating is #1 Biological assessment is, needed to assure this project does not decrease habitat values. 5406* 12 Construct outlet-control structure Mitigates increased upstream. peak 17,800 • Wetland 5444 at existing culvert passing flow flows and runoff. May provide. under SE 256th St. (Project would extra detention to assist in be independently justifiable.) Wetland alleviating capacity problems far rating is #2. Biological assessment is downstream. needed to assure this project does not decrease--habitat values. 5407 15 Construct 'a berm and proportional Mitigates increased upstream peak 228,000 Wetland 5420 discharge weir at outlet of existing flows and runoff. wetland. (Project should be justi- fied by a basin plan.) Wetland rating is #2. Biological assessment • is needed to assure this project does . not decrease habitat values. 5408* 13 Raise the SE 240th.St. roadway .Mitigates'increased upstream peak 70,000 approximately 2' and construct a new flows and runoff, (Good location.) bridge with proportional control weir. Project should be justified by a basin plan.) Wetland rating is #2. Biological assessment is needed to assure this project does not decrease habitat values. S P:SCB.APA A-2 H .4 Project Collect. Estimated CostsNumberPointProjectDescriptionProblemAddressedandComments 5409* 13 Construct berm and proportional control Mitigates increased upstream peak 221,000Wetland5433weiratoutlettoClarkLake. (Project flows and runoff volumes. May depending on landcouldbeindependentlyjustified.) provide extra detention to alleviate costs) Wetland rating is #1. Biological capacity problem downstream. assessment is needed to assure this pro- ject does not decrease habitat values. 5410* 8 . Construct central manhole at outlet Provides continued detention for 28,000 Wetland 5488 of existing pond. Dead storage should mobile home park plus small amount be—maintained—for—aesthetics. (Project of additional_area. seems of very limited value.) Wetland rating is #2. 5411* 18 Small wetland located near top of No project proposed. Maintain Eliminate for now.) Wetland 5476 subbasin; maintain condition as is. wetland in its existing state. Wetland rating is .#2. Biological assessment is needed to assure this projet does not decrease habitat values. 5412=` 16 Construct berm and proportional control Mitigates increased upstream peak flows 246,500 Wetland 5480 weir at outlet .to wetland. (Project and runoff. dependent on land should be justified by future basin costs) plan.) Wetland rating is #2. Biological assessment is needed to assure this project does not decrease habitat values. 5413* 3 Construct berm and proportional control Mitigates increased upstream peak 193,600 Wetland 5477 weir at outlet to wetland adjacent to flows and runoff. (May not be as dependent on land SR 18. (Project should be justified by desirable as Projects 5419 and 5420.)costs) future basin plan.) Wetland rating is #2. . Biological assessment is needed to assure this project does not decrease habitat values. SPCB.APA A.3 Project Collect. Estimated Costs Number Point Project Description Problem Addressed and Comments 5414 2 Construct berm.and excavate to Mitigate increased upstream peak 'flows 169,000 provide additional detention volume. and runoff. Reconstruct discharge from Construct a control manhole. (Project SE 320th St. to stable outlet. (Justifiable is independently justifiable.) immediately due to impacts on state fish hatchery.) 5415 1 Construct tightline system in Prevents further road embankment and steep 156,000 existing stream channel. (Project cut-hank failures. (Justified immediately is independently justifable.) due to impacts on state fish hatchery.) 5416 11 Construct new landscaped berms adjacent Prevent neighborhood flooding, which to existing privately owned and main- jeopardizes 3-4 homes. by containing stream tained stream channel to increase as it passes. through plat. (Justifiable capacity and prevent neighborhood immediately as situation will only worsen flooding. (Project is independently " with upstream development.) justifable.) 5417 13 Raise 148th Ave. SE roadway approx. Eliminate seasonal flooding of roadway 223,0.0.0 1.5' and construct proportional control and mitigate increased upstream peak weir at SE 256th bridge. (Project is flows and runoff. (Justifiable immediately independently justifable.) due to flooding of roadway.) 5418 18 Construct control weir at bridge on Mitigate increased upstream peak flows 88,700 SE take Youngs Way. (Project should and runoff. he. justified by future basin plan. 5419 10 Construct proportional weir at existing Mitigate increased upstream peak flows 138,000 bridge. (Project should be justified and' runoff volumes. (Site appears more dependent on land by future basin plan.) desirable than 5413 due to case of use costs) access.) 5420 I I Divert excess flows from I.ittle •Soon Mitigate increased upstream peak flows . 88,500 into abandoned borrow pit for infiltra- and runoff volumes. (This is a highly lion. (Project should be justified by desirable alternative due to groundwater future basin plan.) recharge and quality control.) . 1':SCB.APA A-4 t i APPENDIX B CAPITAL IMPROVEMENT. PROJECT RANKING SOOS CREEK BASIN Prior to the Soos Creek watershed field reconnaissance, 13 projects had been identified and rated using the CIP selection criteria developed by the Surface Water Management (SWM) Division and the Natural Resources and Parks Division. Following the reconnaissance, 20 1_ , projects remain proposed for this area. They include the 7 new, previously unidentified and unrated projects plus the initial 13 projects. The previous SWM capital improvements project list for the Soos Creek Basin had an • estimated cost of S3,450,000, while the rvised list decreases to an.estimated cost of S2,622,000. This 24% reduction in estimated capital costs is due mainly to downward revised cost figures for acquiring or securing easements over wetlands. The following table summarizes the scores and costs for the CIPs proposed for the Hylebos Creek Basin. The projects were rated according to previously established SWM Program S Citizen Advisory Committee criteria. The projects ranked below are those for which the first rating question, ELEMENT. 1: "GO/NO-GO," could be answered affirmatively. The projects can now .be considered for merging into the "live" CIP list. Any project scoring over 100 points should be considered for incorporation into the six-year CIP plans. p RANK PROJECT NO. SCORE COST 1 5415 135 156,000 2 5417 127 223,000 3 5407* 113 228,000 4 5414 105 169,000 5 5409* 100 221,000 6 5416 98 68,400 7 5402* 95 194,000 r --, 8 5401" 59 153,000 9 5406* 33 17.800 TOTAL S 1,430,000 Indicates project was identified by SWM prior to the reconnaisance. APPENDIX C DETAII,ED FINDINGS AND .RECOMMENDATIONS SOOS CREEK BASIN All items .listed here are located on final display maps in the offices of Surface Water Management, building and Land Development, and Basin Planning. I'rib. & Collect. Existing Anticipated Item River Mile Point Category Prop. Proj. Conditions and Problems Conditions and Problems Recommendations 0072. 1 Ilydrology See Item 6. Main stem will be strained to New developments in upland area RM_2.84 accommodate increased volume should investigate infiltration of of runoff from developing • runoff as much as possible. Direct areas upstream. Bank erosion discharge to stream, after tightlining causing increased siltation down sensitive slopes, .is undesirable and habitat destruction) and last choice" alternative. • slope failures (leading to property damage) will result. 2 0072 1,3,10, I labitat Habitat of upper stream More filling of wetlands. • Prohibit filling within 100-yr. RM .60 13,17, good from buffer of exten- Sediment from adjacent devel- • floodplain or in wetlands. Work with 18,19, sive wetlands and mainten- opment will fill portions of landowners to fenceg alongside stream. . 2U ance by County Parks Dept. wetlands and stream channel to keep farm animals out. Problems on 562 acres of due to low gradients. More wetlands include illegal •debris, pollution, and flood- filling, livestock-related ing will result from additions bank erosion, debris in development. stream. There is a greater degree of development adjacent to stream. Main stem provides important . rearing habitat for salmonid species. PSCB.APC C-1 1'rih. & Collect. Existing Anticipated ltcm River Mile Point Category Prop. Proj. Conditions and Problems Conditions and Problems Recommendations 3 0072 1 Geology Soos Creek meanders on a Unstable soils' and wet con- Future construction should receiveRM .60 wide alluvial plain. Mum-ditions on valley slopes. close study for stability and mocks on valley walls and erosion potential. pistol butt" tree trunks suggest colluvial creep. Numerous springs with silt/ clay lithology. 4 0072 1 Ilahitat Dam on main stem impounds Increased flows will result Develop basin plan with computerRM .60 fish"for state fish in more flooding and potential . simulation'of stream•flows to give hatchery. No problems bank erosion. complete analysis in lower portion observed. of Soos Creek. Also include Jenkins and—Covington—Creeks. — -- — 5 0072 1 •Geology Erosional chute 6' deep Highlights severe erosional • Recessional sand deposits RM 1.70 emerges from runoff of potential of this recessional in sections 2, 3, 10,•11, 14, 15, 16, Seattle International Road- sand unit and impact"of un-21, and 22 of T21 N, R 5 E are way (SIR) parking area. controlled runoff. highly sensitive to erosion. Require Lithograph is loose, strati- hydroloic and geotechnical reveiw fied recessional sands. for design,. adequacy, and.suitability Large slide induced north . of collection and conveyance facili • of railraod right-of-way. ties for all runoff from SIR, as . well as existing and planned develop- ment within-boundary of collection area. Require implementation and compliance if no facilities exist. • 6 0072 1 Geology Main stem of Sops Creek is None. None. RM. 2.50 25' wide with well-developed gravel bars. Terraces suggest occasional flows 2" above current level. P:SCE.APC C-2 1'rib. & Collect. Existing Anticipated hem River Mile Point Category Prop. Pro'. Conditions and Problems Conditions and Problems Recommendations 6 0072 1 Geology Main stem of Soos Creek is None.. None. RM 2.50 25' wide with well-developed gravel bars. Terraces suggest occasioanl flows 2' above current level. 7 0072 1 Geology In vicinity of private foot Continued medium to large None. RM 2.60 bridge, medium to large failures into creek. bank failures occur in silt/ • clay-rich colluvium. Causative mechanisms include undercutting and reduced shear strength owing to abundant springs and seepage 8 0072 1 Habitat Private landowner has Fill and riprap will shift Restrict filling and riprap inIt2.60 placed riprap- for 150' on stream onto opposite bank,'natural meander of floodplain. If left bank. resulting in increased bank property in danger, consider pro-. erosion. tective measures along streambank such as riprap. 9 0072 1 Geology 30" diameter CMP with Continued maintenance. None. . RM 2.65 erosion in recessional sands. 10 0072. 3 Hydrology 5413 See Item 6. Main stream will be increas- - New developments in upland area RM '2.84- ingly strained to handle should investigate infiltation of 5.85 higher volume of runoff from runoff as much as possible. Direct- developing areas. Bank ing discharge to stream after erosion anticipated, causing tightlining down sensitive slopes habitat degradation, slope is undesirable "last choice" alter- failures, and property damage: native. l':SCB.APC C-3 ZY' Trib. & Collect. Existing Anticipated Item River Mile Point Category Prop. Proj. Conditions and Problems Conditions and Problems Recommendations I I 0072 3 Geology West of confluence of Creek blockage and threat to Recessional sand deposits in sections RM 4.20 Jenkins and Soos Creeks, property near edge of bank.2, 3, 10, 11, 14, 15, 16, 21, and 22 200' of sloughing in of T 21 N, R 5 E are highly sensitive recessional sands and to erosion. Identify discharge gravels in 40'-high bank. sources and evaluate adequacy and Cause appears to be overbank'suitability of collection and convey- discharge. ance facilities. Require compliance if none exists. 12 0072 3 habitat Stream habitat appears to None. None. RM 4.20 be in good condition on this steeper portion of the stream. Riffles common, with some pools. Stream- side vegetation and over head canopy both abundant. 13 0072 3 Geology Near bridge, stream flows Increased future flows could Development detention for RM 5.80 through wooded wetland. overtop existing berm struc- tributaries upstream. • tures and flood adjacent agricultural lands. 14 0072 10 Hydrology 5419 Slight degree of develop- Area planned to develop only A basin plan should examine It 5.85 ment has not caused sig- moderately; significant prob-feasibility of directing flows from nificant problems. South lems will probably result • Trib. 0092 at collection point 11 • portion of Wetland 6430 from upstream areas tribu- into proposed R/D site at gravel and undesignatcd wetland tary to this point rather pit east of 156th PI. SE. This at this collection point than from flows generated could provide infiltration, deten- provide R/D for local and by runoff. Lion, and overflow discharge directly upstream tributary flows.to collection point 10. Some localized bank over- topping in portions of main reach, but innundation probably limited to adjac- ent agricultural land. P:SCB.APC C-4 I_ frig. & Collect. Existing Anticipated Item River Mile Point Category Prop. Proj. Conditions and Problems Conditions and Problems Recommendations 15 0072 13 Geology At 256th crossing, wetlands Overflow between SE 148th and Perform cost-benefit analysis forRM7.20 and slow flow characterize SE 256th. grade raise and improved drainage. soils. 16 0072 13 Geology At 244th (240th) overland None. None. RM 7.95 out-of-bank flow is common; ' flooding. 17 0072 13 Hydrology 5417 Wetlands provide R/D for.Flooding of roadways will Increase height of roadway embank-Main stem 5408 areas upstream and tribu- become more common and ments to prevent continued flooding.RM 7.20-7.4 tary to reach. 148th Ave.greater in extent as upland Monitor wetlands for illegal fillingRM7.95 SE roadway crossing wetlands areas develop. and grading. in area is overtopped during high flows due to a slight elevation-of-roadway,-Some localized bank'overtopping in.nonwetland portions of main reach, but innundation limited to adjacent agri- cultural land. 18 0072 17 Geology Minor flooding in wetland Increased flooding activity Develop detention for upstream areas. .RM 9.45 areas with degradation'df is likely with upstream portions of SE 224th. development. . 19 0072 17 Hydrology 5404 No significant problems in No upland problems antici- Monitor areas adjacent to wetland RM 9.55 upland due to low level paled as area is planned. to'for illegal filling and •take enforce- development. SE 224th St. develop very little more. ment action as needed for restor- road embankment is only Any developments in areas ation. approx. 2' above wetland; tributary to this subbasin may be overtopped. Periodic will exacerbate flooding of overtopping and innundation SE 224th St. of base, deteriorating road- way where 'l'rib. 0095 passes under SE 224th. P:SCI3.APC C-5 t''') 1'rib. & Collect. Existing AnticipatedItemRiverMilePointCategoryProp. Proj. Conditions and Problems Conditions and Problems Recommendations 20 0072 18 Geology Soos headwaters flow slowly None. None.RM 10.50 through smooth pastureland. 21 0072 18 Hydrology 5418 Wetland 5409 provides R/D Continued dcvclpment may Monitor areas adjacent to wetlandRM10.78 for areas tributary to cause some localized capacity for illegal filling and take enforce-reach. Some localized bank problems in upland tributary ment action as needed for restora- overtopping in main reach areas. Flooding south of tion. south of 204th Way, but SE 204th Way likely to become flooding currently limited more severe until upstream to adjacent agricultural regional detention sites land. development. 22 0072 19 Hydrology' 5405 Wetland 5402 provides Wetlands-will-continue-to-be Legal-actions-pending against:illegal- ----RM—f2.20- natural RID to downstream threatened by illegal filling filling; seek to restore wetland to system, although its func- until effective enforcement original state. Possible opportunitytionshavebeenseverelymethodsaredeveloped, to create multi-use facility indegradedbyillegalfillingCapacityproblemsshouldbeexistingKingCountyBoulevard Lakesouthofandadjacenttoaddressedbydownstreamanal- Park if need identified in future Petrovitsky Rd. and east ysis for new developments. basin plan.of SE 182nd St. Some County should ,coordinate capacity problems exist conveyance.improvements. at undcrcrossing of Petro- vitsky Rd. I':SCB.AI'C C-6 I'rib. & Collect. Existing Anticipated Item River Mile Point Category Prop. Prof. Conditions and Problems Conditions and Problems Recommendations 23 0072 20 I lydrology 5401 Factors explaining lack of Recent installed sanitary Protect and enhance wetland. A RM 14.25 problems in this area: sewers make it likely that high-density multi-family development 1) this uppermost subarea area will approach its may be proposed adjacent to wetland has no other tributary anticipated density soon. due to increasing development pres- areas; 2) development is Wetland will continue to sures in area. moderate and many homes arc provide adequate buffer for situated on large several- downstream system, provided acre parcels; 3) an exten- it is not degraded by illegal sivc wetland (#5401) acts filling or clearing. Channel as effective natural R/D upstream of wetland is likely site, as evidenced at to experience some capacity collection point. problems; these should be ad resscd_b_y_ncw developments as they occur, possibly with County coordinating a coopera- tive funding of conveyance improvements. 24 0072A 1 Ilabitat There arc several severe More.development at collet-Repair erosion of R/D pond at RM 2.40 bank cuts, as well as debris tion point 2 and at. Green upper end of tributary. . in stream. Habitat for River Community College will - Remove debris from stream,. fish is poor. increase flows. Increased flows will result in more bank erosion, sediment, and loss of habitat. 25 0072A 1 Geology Drain pipe undercuts to Ilighlights potential for Evaluate source and establish RM .25 form erosional chute. continued or increased alternate means of conveyance. Natural springs have down- erosion in loose colluvium cut 8" into soils r•l i'rib. & Collect. Existing Anticipated Item River Mile Point Category Prop. Proj. Conditions and Problems Conditions and Problems Recommendations 26 0072A 1 Geology Bank failures of deltaic Increased erosion of banks Intercept source flows in street RM .30 deposits (ancient lake) and deterioration of habitat. areas'and direct to storm sewers triggered by undercutting;or suitable facilities. response to increased flows from streets above. 27 0072A 2 Hydrology 5414 • Detention facility for If not corrected, problem Construct detention facility hereRM2.10 Rainier Ridge single-family will deeply incise swale bank . and direct runoff from SE 312th plat appeared to be• and transport an unacceptable St. to this location. Analysis and functioning, although one volume of material to stream design of facility 'should calibrate section. of berm had eroded below. Increased runoff from existing detention facilities and severely and needs repair area soon to be developed construct retrofitting control and--armor-.—Pipe--directing will-aggravate-slope-failures features-to allow-alrfacilities in- - -- - -- roadside runoff from observed. Reach is of par- the subbasin to work as a complete north side of SE 320th has ticular concern due to adverse system. failed, and runoff has impacts on state fish hatchery cut ditch through vege- immediately downstream. tation to east, causing significant slope failure on right bank of tributary. 28 0072B 1 Habitat Culvert.under railroad is Increased stream downcutting Place strict onsite controls on any RM .10 a fish blockage. Small and resulting bank erosion, future development tributary to this ephemeral stream undergoing sidecutting, and sedimenta- drainage, since no area exists for some bank erosion due to tion.downstream will occur: regional RID. increased peak flows. 29 0072B 1 Geology Silt/clay lithology exposed None. •None. RM .75 in bank. P:SCB.APC C-8 7'rih. & Collect. Existing Anticipated Item River Mile Point Category Prop. Proj. Conditions and Problems Conditions and Problems Recommendations 30 0072C 1 Ilabitat Small, class S stream; poor Erosion and downstream_ Establish nonerosive stormwater RM .10 fish habitat due to small sedimentation inevitable if • release rates and volumes for size. Streamside vegetation development occurs. future development. and overhead canopy in good condition. 3I 0072D 1 Ilabitat Severe, erosion, bank fail- There will be more movement Establish onsite control for SIR RM .10 tires, slides, and sediment of large amounts of earth. stormwater. exist. There are ironfixing . • bacteria from debris. Out- fall from SIR parking lot flows into this tributary. 32 - 0073_—_ 1 __l-Iabitat_ I-labitat-in-good-condition.Muddy-waters-on-rainy-day-show—Retain-natural-stream-corridor. RM .30-.90 Nice .pools and riffles. erosional problems upstream Enforce erosion control require- some debris dams but no from collection point 5. -ments for new development. fish blockages. Stream is fairly high, muddy and silty. Overhead trees abundant, as is streamside vegetation. 33 0073 1 Geology 100- to 200-yr.-old debris Unstable for construction. Monitor during permit review proecss. RM .35 flow with recognizable fan Risky. • morphology emerges from narrow draw. May have been triggered by logging before turn of century. 34 0073 1 Geology Silt exposed in slope Continued bank recession, Evaluate total system flows and, RM RM .90 failure induced by degrading of spawning encironment. if prudent, develop alternatives undercutting.to instream discharge of runoff from developments. P:SC13.APC C-9 Trite. & Collect. Existing Anticipated Item River Mile Point Category Prop. Proj. Conditions and Problems Conditions and Problems Recommendations 35 0073 1 Geology Silt exposed in Continued bank recession, Evaluate total system flows and, RM .95 slope failure induced by degradation of spawning if prudent, develop alternatives undercutting. environment. - to instream discharge of runoff from developments. 36 0073 1 Geology Litter and debris blocks Periodic breakout could Clean out and restore to natural RM 1.00 stream channel. trigger,flooding. condition. 37 0073 5 Ilydrology Accelerated bank erosion As area above Trib. 0073 Future developments above Trib. 0073B of main channel due to develops, erosion of swale should use infiltrative capacity of • increased runoff upstream.that conveys it will experi- soils in the area as-feasible to Trib. 007313 experiencing encc increasing capacity reduce runoff. Developments adjacent serious instability near problems. Increase erosion to main stream channel should provide confluence-with main stem_ will-occur_as_stream_attempts adequate-setbacks--from--slopes-to----- - - due to development. (See to seek new equilibrium prevent slope failure. geologic appendix.) capacity. 38 0073 5 Geology Confluence with tributary; None. None. RM 1.60 erosional cuts suggest recent flood raised stream 3' above existing flows. 39 0073 5 I labitat Habitat in good condition.Bank erosion will occur from - Plant some trees in floodplain. RM .1.60 Silt in suspension; live- presence of livestock.• corridor section. stock have actress to stream. Put in•some drop structures to create pools. 40 0073 7 Geology Gentle. (20%) side slopes in Slight increase in high. flows None. RM 21.5 pastureland. No evidence proportional to developemnt of erosion, but flooding upstream. reported. l':SCB.APC C-10 - Trib. & Collect. Existing Anticipated Item River Mile ' Point Category Prop. Proj. Conditions and Problems Conditions"and Problems Recommendations 4l 0073 7 Iydrology Undetermined source produc- Localized capacity problems.No regional facility proposed'forRM2.15- ing substantial suspended will become more evident as this tributary due to lack of obvious3.50 load of silt in tributary. area develops. location, but basin plan may justifyStreamadequatelyaccommo- one. dating increased runoff from upstream development. 42 0073 7 Geology Stream crossing with runoff Slight flooding. Maintain distance from 25-yr. flood-RM 2.55 of 5-10 cfs. Evidence of plain using 3' above existing flows short-duration flooding. as minimum guideline. 43 0073 7 Geology Evidence for sidecutting Widening and undercutting of ' None. RM 2.80 6" above_existing_flows. • banks-in-response-to-added flows. 44 0073 7 Geology On till soils, 60'-wide None. Provides good index None. RM 2.95 flood plains 1.5' above for evaluation of system. existing flows with evidence for additional 1.5' depth. 45 0073 9 Hydrology 5402 Extensive existing Wetland Filling may occur in. area Monitor wetland for filling; take RM 3.15- 5450 is currently providing along north border of action to obtain restoration if 3.65 RID buffering the flow wetland to increase amount this occurs. Enforce wetland before it passes into of potential commercial real protection regulations. channel through King County estate. Subarea development Housing Authority develop- may cause.localized.capacity ment. problems in lower reaches. 46 0073 7 Geology In housing development, Continued erosion around Provide some armoring as bank pr,,otec- RM 3.24 erosion around culvert structure. lion (riprap). entrance 2' above existing flows. P:SCB.APC C-11 crib. & Collect. Existing Anticipated Item River Mile Point Category Prop. Proj. Conditions and Problems Conditions and Problems Recommendations 47 0073 7 Geology Peat overlies till in None. None.RM 3.55 wetland area. 48 0073 9 Ilabitat Instrcam habitat is poor More flooding with increased - Establish more restrictive controlsRM3.60- due to lack of overhead streambed and bank erosion on volumes and rates of release for4.70 canopy and streambank will occur. developments. vegetation in •some areas. Work with landowner to provideLivestockhaveaccesstofencingandnaturalvegetative stream; banks have been buffer along stream. eroded in some areas. 49 0073 9 Geology Stream occupies swale in None None. RM 4.4 rolling terrace. No erosional_str-ess 50 0073 12 . Hydrology 5406 No significant problems: Area planned•for only slight Future basin plan should considerRM4.75 additional development. No Wetland 5444 for detention facility problems anticipated. to assist in alleviating downstream capacity problems. 51 007313 5 Ilabitat Poor fish habitat. Small Increased bank erosion will Establish nonerosive stormwater RM .10-.30 stream with bank erosion occur. release rates and volumes for and associated pasture future developments. with livestock. P:SCI3.APC C-12 Trib. & Collect. Existing Anticipated Item River Mile Point Category Prop. Proj. Conditions and Problems Conditions and Problems Recommendations 52 0074 1,4 hydrology 5415 Mostly undeveloped; high Future development offers Construct proposed tightline project RM .30-.50 percentage of open fields opportunity to construct to prevent failure of road and pastures. Bank erosion regional detention facility, embankment and transportation of along west side of SE 312th as undeveloped area consists material to sensitive,main creek Way threatens integrity of several large, contiguous reaches. of roadway. parcels. Bank undercutting will accelerate, causing failure of roadway along 1000' of • SE 312th Way if Only. normal detention requirements met. Increased runoff from subbasin now developing will aggravate slope failures and adversely impact—state—fish—hatchery downstream. 53 0074 1 I labitat Habitat downstream of SE Increased flows may cause Clean out debris. • RM .50 312th Way. Culvert is scour and bank erosion. • Provide R/D as needed at top improved from RM .50 but of ravine. only marginally. Lots of debris in stream. 54 0074 4 Habitat Ilillside and road sliding Bank erosion; sedimentation Armor stream bank and RM .60 into stream at USGS stream and road failure exist. This reinforce 'road. gauge at RM .10. Habitat will be a big problem with. poor for fish due to debris, increased flows in future. road, and erosion problems. P:SCB.APC C-13 ter. ti Trib. & Collect. Existing Anticipated Item River Mile ' Point 'Category Prop. Proj. Conditions and Problems Conditions and Problems • Recommendations 55 0075 6 hydrology Due to relatively slight No problems anticipated as None.RM .33- degree of development, area is planned to develop1.40 there do not appear to be only slightly. any significant problems at this time. 56 008 1 9 I habitat No major problems other None. Maintain stream corridor andRM .10 than lack of overhead canopy buffer. from loss of trees, vegeta- Encourage owner to fence stream lion. , from animals. 57 008I 9 Geology -_ Culvert 2.5' X 2.5' passes Increased flows will have Identify hydrocarbon' source andRM .62 under road. Irridescent - minor increase in soil • test—to—evaluate—pollutants. hydrocarbon sheen noted on erosion.Would be beneficial to isolate surface. Some minor side- livestock from sidebank areas and bank scour noted.establish vegetation on banks for erosion control and filtration. 58 008I 9 Ihabitat Stream has been ditched Bank erosion will occur. Revegetate streamsides. RM .62 through pasture: Dirt Encourage owner to fence off stream banks exposed with few or ' from livestock. no trees to shade stream. P:SCI.3.APC C-14 1'rib. & Collect. Existing Anticipated Item River Mile Point Category Prop. Proj. Conditions and Problems Conditions and Problems Recommendations 59 0091 8 hydrology 5410 lake Meridian area nearly Arca tributary to lake is Basin plan should consider RM 1.10 entirely developed with nearly completely developed, •modification of Lake Meridian outlet single-family residences. so little change is antici- to provide considerably more deten- Lake acts as subregional paled for system. Area south- tion with very minimal alteration receiving body is effec- cast of lake has yet to fully of lake levels. This could substan- tively buffering runoff develop and potential exists tially reduce future capacity to downstream reaches. for localized conveyance problems immediately downstream. Some potential for flooding capacity problems that should of mobile home park down- be addressed by downstream stream of lake due to analysis for new development's. possible limited capacity in pipe discharging from onsitepond.- - 60 0091A 13 hydrology 5409 Development is causing in- Capacity problems will Construct berm and control structure RM .17- creased capacity problems increase as upstream areas at outlet to Clark Lake to possibly 2.45 and resulting increased are developed. detain" runoff and help reduce volume of runoff, acceler- flow downstream. If a high•-density ting erosion of stream multi-family project is propsed channel in subdivisions near lake, as is likely, there near golf course. would be opportunity' to develop berm and control measures. Address capacity problems at Clark Lake by channel armoring or upsizing pipe. 61 0091A, 13 habitat Altered portion of stream Future problems only likely Placement of some larger rocks to RM .20 due to road construction. to be scouring of smaller create pools and eddies. All riffles with few or no rock during peak flows, due• pools. Alder shades stream to•import of rock well. P:SCB.A PC C-1 S l'rih. & Collect. Existing Anticipated Item River Mile Point Category Prop. Proj. Conditions and Problems Conditions and• Problems Recommendations ' 62 0091A 13 Ilabitat Stream has been ditched and More bank erosion and Stabilize bank and shade stream byRM .30 most streamside vegetation sedimentation 'of channel planting native vegetation. removed through golf course, expected. Some hank erosion occurring. Very little overhead vege- tation alongside stream. 63 0091A 13 habitat Good streamsidc vegetative There will be additional loss Enhance use of Clark Lake as R/DRM1.20- cover except through of native vegetation along- facility to reduce peak flows.1.10 , shopping center. Overhead side stream. More flooding Further restrict stormwater canopy varies by property.and erosion will occur. rate and volume realcase rates. 64 009113 15 ____ hydrology 5407 Moderate amount of current Localized capacity problems Protect and possibly enhance wetlandIt .62 development. Wetland-5240 may-occur-in-upland-tributary as-upper—area-develops._ provides R/D, protecting as areas develop. Wetland, downstream channel from if preserved, will continue increased volume of runoff to provide R/D for increased as area develops. No sig-flow generated by new develop- nificant problems in area. ments. 65 0092 3 Geology Little Soos Creek near north None. None. 104 .10 margin of Covington Channel. No reported or observed flow or erosion problems. 66 0092 3 Geology Debris and bank erosion Increased bank erosion is. Reduce storm flows by use of stricterRM .30 found, expected. stormwater controls, new R/D facili- ties, and fencing of stream. increased flows. l':S('I3.APC C-16 rib. & Collect. Existing Anticipated Item River Mile Point Category Prop. Proj. Conditions and Problems Conditions and Problems Recommendations 67 0092 11 Hydrology 5416 little Soos Creek tributary As development continues, _ No apparent suitable sites for RM .35-1.69 has been contained and mani- existing capacity problems. regional detention facilities to help cured_As it passes through will be further aggravated by reduce flow entering problem .reaches. plats. This has reduced increased volume of runoff,. Address increased runoff volumes from capacity of stream in key which previously was able to new developments with infiltration areas where resultant enter groundwater system systems where feasible. Channel channel overtopping causes directly. capacity enhancement projects (such as flooding of some homes semi- Project 5416) should be constructed yearly. to prevent further property damage. Basin plan should address potential of detaining runoff from. upstream tributary area to •allow for increased flows. 68 0092 . . 11 Ilabita t Instrcam habitat is good. Increased flows will cause Establish undisturbed scree am RM .65 Stream corridor mostlyin-flooding-and-erosion. buffers. good condition. Manicured lawns run down to stream in places. 69 0092 11 Ilabitat Some debris found in stream. Bank erosion, flooding, and Stricter control on R/D release RM 1.60 Habitat generally good. sedimentation likely to occur. rates and volumes should be established. Maintain natural buffer along most of channel. 70 0092 14 Geology Meandering segment of Potentially unstable banks If construction were considered, RM .1.70 Little Soos; possible would affect construction. recommend evaluation of soils and colluvial creep in adjacent stability of sites.• sidebank areas. 71 0092 14 Hydrology Little current development. As area develops, channel Future developments should RM 1.70- No 'significant problems capacity problems will become utilize infiltrative capacity Of 3.65 _other than some localized more evident and increased soils to reduce increased runoff bank overtopping in portions erosion will occur as stream volumes. Provide adequate flooding of main reach. Innundation attemps to seek new equi- protection for future runoff con- will likely be limited to librium capacity. ditions. adjacent agricultural land. - P:SCB.APC C-17 I'rih. & Collect. Existing Anticipated Item River Mile Point Category Prop. Proj. Conditions and Problems Conditions and Problems Recommendations . 72 0092 14 Geology Potential for flooding in Possible flooding (minor). Consider upstream detention.It .2.80 low areas; very low side- slopes. 73 0092 14 • I labitat Some debris found. Bank erosion and sedimenta-Establish stricter control onRM2.80 tion likely.Y R/D release rates and volumes. Maintain natural buffer along most of. channel.74 0092 16 Geology Overbank flows. Possible flooding (minor). Consider upstream detention.RM 3.35 . 75 0092 16 Ilabitat Lots of sand in bedload. More sedimentation likely, Establish stricter control onRM3.40 Streamside buffer generally as well as bank.erosion and R/D release rates and' volumes. good. flooding. Maintain natural buffer along most of—channel. 76 0092 16 Geology Resident reports trees down Some continued erosion. Some clean-out of trees andRM3.40 in stream and sidebank limited armoring of banks would be erosion evident. beneficial. 77 0092 16 Hydrology 5412 Little current development. No problems anticipated Consider Wetland 5480 for aRM3.65- some localized bank over-as very little additional detention site, in a future basin4.75 topping in portions of main development is planned for plan, in order to alleviate down- reach but innundation is this area. .stream capacity problems. probably limited to adjacent agricultural land.• 78 0092 16 Ilabitat Stream ditched. Little Bank erosion and flooding of - Work with land owner to fence offRM4.00- streamside vegetation and now "improved" pasture will stream. 4.40 no overhead canopy. Some occur. Plant native vegetation buffer. livestock-related erosion and runoff. 79 0092 16 Geology Orange iron precipitate Some localized oxygen Natural deposition as iron is RM 4.65 • noted in streambed near depletion of fish habitat. exchanged for oxygen. outlet to Lake Youngs. P:SCB.APC C-18 i - r a a, - - I'rib. 84 Collect. Existing Anticipated Item River Mile Point Category Prop. Pro'. Conditions and Problems Conditions and Problems Recommendations 80 0092 16 habitat Iron-fixing bacteria and None. None. RM 4.65 associated odor present. Source unknown. Lake Youngs release rate is minimum 2 cf. 81 0093 14 Ilabitat Very small tributary with Erosion, and flooding from Reduce storm flows by use of stricter RM .00-.87 undefined channel in places. future development likely. stormwater controls, new R/D habitat value for fish is facilities, and fencing of stream. low. 82 0093 • 14 Geology Poorly defined stream None. None. RM_Q.35 channel with no evidence of erosion. 83 0094 13 Geology Minor sidebank erosion Slight enlargement of Local armoring/riprap applied by RM 0.30 below convergence of two erosional features. owners would reduce impacts. culvert/creeks. 84 0094 13 I habitat Streamside vegetation has There is a possibility of Provide stormwater control RM .0.30 been removed by logging, bank erosion due to increased - Establish stream corridor buffer. flows from development. Improve stormwater control, 85 0094 13 Habitat Important: This is a salmon More bank erosion will occur. - Encourage property owners to fence RM 1.00 spawning stream. Some bank stream. erosion probably due to live- Provide stream corridor buffer. stock. Improve stormwater control. 86 0094 13 Ilabitat here is riverine wetland None. Maintain wetlands and stream corridor RM 1.50 just east of 156th Ave SE. in natural state. P:SCB.APC C-19 1'rih. & Collect. Existing Anticipated Item River Mile Point Category Prop. Proj. Conditions and Problems Conditions and Problems Recommendations 87 0095 17 Ilabitat Small, ephemeral stream None. Encourage property owner to fenceRM .35-.85 flowing through pasture. stream. I,ivestock causing bank erosion. 88 0095A 18 • Ilabitat Ditched area; lots of Continued filling may Maintain stream corridor. Enforce RM :00-.28 debris. occur in flood plain. grading and filling ordinance. 89 0095A 18 Ilabitat Debris exists in salmon • • This will have minimal effect Maintain stream corridor in RM .65 spawning area.on habitat. . natural condition. 90 0097 18-Geology Stream flowing through Continuing adjustment will The key word is "equilibrates." RM .35 development shows minor bed occur unlit-system-establishes Disturbance-of_the_natural_system and, bank erosion as stream a mature, developed•water- has initiated or induced readjustment equilibrates to new channel. course. in the bed as a function of new gradients, materials, and other hydraulic factors. In_time, the stream will establish itself in another "natural" equilibrium, assuming no new variables such as added flows or alteration of channel geometry are introduced. 91 0097 18 Ilabitat Debris and fill in wetland.More filling may occur. Enforce grading and filling ordinance. RM .35 P:S('B.APC C-20 i TASK 3 FIELD INSPECTION i EXHIBIT J Off-Site Analysis Drainage System Table i • OFF-SITE ANALYSIS DRAINAGE SYSTEM TABLE Surface Water Design Manual, Core Requirement #2 Basin: Soos Creek Subbasin Name: Southeast Basin Subbasin Number: trDistan bse` ef:' `O r `ations''ofFi d=Inseefo'rv Drains e°x om•''o\e tCnn Drains e. ne f Sites. :::..-r ni Existin' I'oteiitial"Y'v'.<- Resoar"e eg. g P. c R I IkSize:; n;r:::>'>' _:::-°Slo' e''`•' `Discliar Constrictions,under capacity,ponding, Type: sheet flow,swale,stream, overtopping,flooding,habitat or organism channel,pipe,pond;size, Drainage basin,vegetation,_cover, destruction,scouring,bank sloughing, Tributary area,likelihood of problem, See Map diameter,surface area depth,type of sensitive area,volume Ft. sedimentation,incision,other erosion overflow pathways,potential impacts 12-inch CPEP Discharges to ditch on east side 2 0'-40'None Noted None Noted of 124th Avenue S.E. O Earth-and rock-lined Through thick vegetation 16 40'-240' None Noted• None Noted. swale Vegetated swale Along fence,flows east 3 240'-350' _Llonel Ioted-___None-Noted Meandering stream Through wetland to Soos Creek 2 350'-900' None Noted None Noted Soos Creek Flows south 1 900'-3,900' None Noted- None Noted 36-inch CMP Culvert under S.E. 192nd 1 3,900'-3,950' None Noted None Noted. Street 11699.014.doc OFF-SITE ANALYSIS DRAINAGE SYSTEM TABLE Surface Water Design Manual, Core Requirement #2 Basin: Soos Creek Subbasin Name: West Side Basin Subbasin Number: f-' li'servations°tifField ns` t'nce ecor;PS - D ah l# e.Com n t?. .,''D4 ran C mo-en t'-from-Site,;Exi:stiig.Pos R'eo ceRevewer' SY o T aNamand Sz .- _ Des rton cha ePr emst'x Pro l ms F ; _i: = Reierit "" Constrictions,under capacity,ponding, Type: sheet flow,swale,stream, overtopping,flooding,habitat or organism channel,pipe,pond;size, Drainage basin,vegetation,cover, destruction,scouring,bank sloughing,. Tributary area,likelihood of problem, See Map diameter,surface area depth,type of sensitive area,volume Ft. • sedimentation,incision,other erosion overflow pathways,potential impacts O Sheetflow from on-site Grass and brush 2 0'-250' None Noted • None Noted wetlands onto BPA easement 0 Runoff passes under S.E. Culvert wasn't found. Too 1 250'-290' None Noted None Noted 184th Street much brush. Runoff ponds in low area 60'x 60'area 290'-350' None Noted None Noted Neither structures nor the road of pasture are impacted. 0 Sheetflow across field Flows southwesterly Varies 350'-55.0' None Noted None Noted 0 Flows south and Through brush area and several 10 550'-1,350 None Noted None Noted southeasterly backyards 0 Grass-lined channel 2 feet deep, 1:1 side slopes, 3 1,350'-1,650' None Noted None Noted through back yard 3-foot bottom 0 Thick vegetation wetland Flow joins up with Soos Creek 3 1,650'-1,900' . None Noted 'None Noted 0 Soos Creek Flows south 1 1,900'-3,400' None Noted None Noted OO 36-inch CMP Under S.E. 192nd Street 1 3,400'-3,450' None Noted None Noted 11699.013.doc OFF-SITE ANALYSIS DRAINAGE SYSTEM TABLE Surface Water Design Manual, Core_Requirement#2 Basin: Soos Creek Subbasin Name: Northeast Basin Subbasin Number: i.!:'1:'.-:2-g'I''.. ?•,,;;;: ;:,).:,;::':,OP::;-1,'-,';'4A''''';'::'=-.2.:i,';::•''f--,;':i.8:!::' ,-;i: :1:''';''''.;!:'::=-- z.:: : 044443", 1•IASI''!;:;'P :::C:;:::;',; :.'?,- ::••;:4-:0.;', ,;',,,;;ii 0:34i.-44tiild!iiii4i6tW 0ikiiii4.0,1(04iiiiii*:4,i v-,.-:•:;.:'Piaiiii4i*OjiiiiiiiiiiitiC AY•;',''''1,,,:','', trclAi$..ii:e 2,-±,-' i.`,';E:iiii*i:i' a :,::'e.;:‘'.:*t:eriti4V,:',','9!-:::'1,:z,*iiiii*keiioiii*;;00,-,,,',,-,;:',;',.'i Si0:0.1'...':-;4Iiii-;.**441i0ii*:"e 6'''';''''''k'•;:V'Oii:41f004.'gKii! -!.h,`,$16ii:C;: i::,Ai0**kre :'c )!k:O!*ii::::;,-:I'-:':;'':.-:;',1:"t0S1:44:,',1::.ff S;' ::-0.-,,,:71A00044.:.:-;.,,,,,,,;',,,,,,g,:::',•;,;. Constrictions,under capacity,ponding, Type: sheet flow,swale,stream, overtopping,flooding,habitat or organism channel,pipe,pond;size, Drainage basin,vegetation,cover, destruction,scouring,bank sloughing, Tributary area,likelihood of problem, See Map diameter,surface area depth,type of sensitive area,volume Ft. sedimentation,incision,other erosion overflow pathways,potential impacts 0 Ditch flow to north in Grass-lined, 1 foot bottom, 1 2 0-15'None Noted None Noted R.O.W. of 124th Avenue foot deep,3:1 side slopes S.E. so, 8-inch CPEP Drains ditch and flows north to 2 15'-40' None Noted •None Noted CB 0 12-inch CMP CB to CB 1 40'-80' None Noted None Noted 0 12-inch CMP CB to CB 0.5 80'440' None Noted None Noted 0 12-inch CMP CB to CB 1 140'-176' None Noted None Noted O 12-inch CMP CB to CB 1 176'-288' None Noted None Noted 0 18-inch CMP CB to CB 0.5 288'-400' None Noted • None Noted 18-inch CMP CB to CB 1.5 400'-500' None Noted None Noted O 18-inch CMP CB to CB 2 500'-635' None Noted None Noted O 18-inch CMP CB to CB 2 635'-685' None Noted None Noted O 18-inch CMP Flows northeasterly across• 685=715' None Noted None Noted 124th Avenue S.E. 13 Detention pipe Control structure on east side 715'-835' None Noted None Noted of 124th Avenue S.E.. Control structure 5 835=850' . None Noted None Noted discharges to thickly , vegetated area and flows to 11699.012.doc 1 L I re; c• k„ 45,if Constrictions,under capacity,ponding, Type: sheet flow,swale,stream,overtopping,flooding,habitat or organism channel,pipe,pond;size, Drainage basin,vegetation,cover, destruction,scouring,bank sloughing, Tributary area,likelihood of problem, See Map diameter,surface area depth,type of sensitive area,volume Ft. sedimentation,incision,other erosion overflow pathways,potential impacts the east towards Soos Creek c) Flow path to east to Soos Through thick vegetation 5 850'-1,200' None Noted None Noted Creek Soos Creek Flows South to S.E. 192nd 1 1,200'-5,600' None Noted -None Noted. Street 11699.012.doc TASK 3 FIELD INSPECTION There were two problems observed during the resource review. Based on a review-of the drainage - complaints in the downstream drainage course, there were no existing constrictions or lack of capacity in the existing drainage system. However, the field reconnaissance did find a potential lack of capacity in the existing drainage system in the southeast downstream drainage course from the project site that will be addressed in Section 3.1 below. 3.1 Conveyance System Nuisance Problems(Type 1) Conveyance system nuisance problems are minor but chronic flooding or erosion problems that result from the overflow of a constructed conveyance system that is substandard or has become too small as a result of upstream development.- -Such problems warrant additional attention because of their chronic nature and because they result from the failure of a conveyance system to provide a minimum acceptable level of protection.- The downstream drainage course from the southeast basin from which the project site will discharge some of its runoff, is occurring through a vegetated area between a drive aisle and an existing single-family residence. I is on a fairly steep slope. No erosion problems were noted; however, the drainage channel or swale was not very deep and with the added flow rate potential from the project site, it could overtop its banks and spill into the backyard of the existing single-family residence, which it may do under existing conditions. The property owners were contacted on two separate days and neither time were they able to answer questions about the downstream drainage course adjacent to their property. In addition, since conservation and flow control, which is Level 2 Flow Control, is being proposed for this project site, no other flow control measures are required overnd above that as delineated in Section 1.2.3.1. 3.2 Severe Erosion Problems(Type 2) Severe erosion problems can be caused by conveyance system overflows or the concentration of runoff into erosion-sensitive open drainage features. Severe erosion problems warrant additional attention because they pose a significant threat either to health and safety or to public or private property. The Sensitive Areas Folios indicated that there were some erosion-sensitive areas in the downstream drainage course from the project site; however, that was not evident anywhere observed in the site visit along the downstream drainage course. Therefore,it is not deemed to be 1 , a problem at this time. 3.3 Severe Flooding Problems(Type 3) Severe flooding problems can be caused by conveyance system overflows or the elevated water surfaces of ponds, lakes, wetlands or closed depressions. Severe flooding problems warrant additional attention because they pose a significant threat either to health and safety or to public or private property. Neither the review of the drainage complaints nor the site visit noted any severe flooding problems in the downstream drainage course; however, Soos Creek is known to overtop its natural drainage course during peak storm runoff events. There is not a lake, wetland, or stream that would require this project to institute a higher level of flow control. 11699.011.doc[JPJ/dm] As mentioned previously, there is no evidence of flooding from the drainage complaints or from our site visit downstream of the subject property. There are three drainage courses downstream from this project site, one to the northeast, one to the southeast, and one to the southwest. All three drainage courses wind up in Soos Creek at different locations along the creek. The downstream drainage analysis wa followed all the way to S.E. 192nd Street, which in one case was over a mile from the project site. Portions of the downstream drainage course investigated by the site visit and a review of the Soils Map indicates that the downstream drainage course occurs mostly through till type soils. The field reconnaissance for this off-site analysis drainage report was conducted on June 1, 2005 and June 2, 2005. The skies were overcast both days and the high temperature on those days was approximately 62 degrees. i- if 11699.011.doc[JPJ/dm] TASK 4 DRAINAGE SYSTEM DESCRIPTION AND PROBLEM DESCRIPTIONS TASK 4 DRAINAGE SYSTEM DESCRIPTION AND PROBLEM DESCRIPTIONS Runoff leaves the project site in three locations. -The first basin is the southeast basin. This drainage course starts out by sheetflowing to a catch basin collection system and ultimately discharges.underneath 124th Avenue S.E. through 12-inch CPEP pipe and then discharges to a ditch on the east side of the street. This ditch is rock-lined for the majority of its length. The ditch flows at a fairly steep grade of approximately 15 percent down, between a drive aisle and an existing single-family residence. This occurs through a vegetated area and is approximately 10 to 15 feet wide. Once reaching the toe of the slope, the flow levels off to 3 percent grade and becomes slightly shallower, which could be potential problem if peak flows are made larger than they are under existing conditions. The property owner adjacent to this swale could not be conta ted after visiting the residence on two separate days to see if there was a flooding, conveyance system Nuisance, or erosion problem occurring in the swale adjacent to his property. After coursing for approximately 350 feet, the runoff enters a wetland that meanders to - Soos Creek and then flows south within the Soos Creek water body. The second downstream drainage course is the west side basin that tends to sheetfiow off the western property line of the site and to the south where runoff collects and passes underneath S.E. 184th Street through a culvert that could not be located due to excessive brush cover,where runoff ponds on south side of the street and overtops a slight grass berm and slopes at a fairly irregular rate to the southwest, entering a brushy area where flows meandder to the south and southeast. Runoff then courses through backyards with farm animals and varbus paraphernalia, small outbuildings, etc., .until coursing approximately 1,350 feet from the project site where flows enter a grass-lined channel approximately 2 feet deep with 1:1 slide slopes and a 3-foot bottom width, which courses for 300 feet until discharging into thick wetland vegetation coursing ultimately to Soos Creek another 250 feet away. Soos Creek flows south from that point. The third downstream drainage course is the northeast basin. The vast majority of the northeast basin flows northerly in the right-of-way of 124th Avenue S.E. through 12-inch and 18-inch corrugated metal pipe culvert until discharging into a detention pipe approximately 715 feet from the project site where runoff is then released through a control structure into a vegetated area, which courses easterly towards Soos Creek approximately 1,300 feet fror1 the project site. Soos Creek then flows south for over one mile until it reaches S.E. 192nd Street where runoff crosses underneath the street through 36-inch CMP culvert. That concludes the narrative of the three drainage courses followed for the project site. No drainage complaint was noted in any of the downstream drainage courses dealing with conveyance problems, erosion problems, or flooding problems. There were some complaints concerning filling activities and vegetation problems in the downstream drainage course; however, there was no complaint that would indicate that there is a problem that would require a different type of development on the project site. 11699.011.doc[JPJ/dm] I EXHIBIT K Drainage Complaints ulu L. LUU7 I V )0/11Y1 K1NU t;U, WLKJU NO. 2876 P. 1 I King County Water and Land Resources (WLR) Division FILE COPY 201 S Jackson St, Suite 600 Seattle, WA 981.04-3855 • Date: Number of pages including cover sheet: ‘0FAx To: From: Candi McKay,_Eng Tech II WLR Stormwater Services Section Fax::Phone: 206-296-1900 Phone: _ Fax Number: 206-296-0192 I IMPORTANT LEVEL 1 ANALYSIS NOTE: We do not send copies of certain complaint types that are not relevant such as BCW, FI, FIR, FTH and WQA, and we do not send CL-and LS.types. See key below. Type S I, S2 and S3 will not be faxed due-to size constraints. The following is a list of complaint types received by the Water and Land Resources Division Drainage • Services Section. Complaint numbers beginning prior to 1990-)QX,have been archived and are no longer in our possession. They can still be retrieved,if necessary,but will take additional time,and may not be beneficial to your research due to their age,development which has occurred,etc. If you are interested in reviewing the actual complaints,they can be pulled(time permitting)for your review. • Copies can be obtained for$.15 per page,and$2.00 per page for plans. Keys: Type of Tnyesti2ation Type or Problem C Action Request DCA Development/Construction BCW Business'for Clean Water DDM Drainage-Miscellaneous CCF Response to Inquiry DES Drainage—Erosion/Sedimentation • CL Claim DIA Drainage—Landelide/Barth Movement EH Enforcement on Hold• DTA Drainage Technical Assistance Bit Enforcement Review I 1NQ Drainage—General Inquiry 1'CC,FCR,FCS Facility Complaints MMA Maintenance-Aesthetics Ni SWM Fee Ingeiry MMF Maintenance-Flooding FIR SWM F"ee Review MMG Maintenance-dental FIH SWM Fee on Hold MMM Maintenance-Mowing LS Lawsuit •MNM Maintenance—Needs Maintenance. .._ RR Facility Engineering Review MNW Maintenanco-NQ dous Weeds NDA Neighborhood Drainage Assistance SWF SWM Fee Questions WQC Water Quality Complaint WQB Water Quality—Best Management Practices WQE Water Quality Enforcement WQD Water Quality--Dumping_ WQR Water Quality Engineering Review WQI Water Quality—Illicit Connection WQA Water Quality Audit REM SWM Fee-Remeasurement WQO Water Quality—other GET SWM Fee-Grant S1,S2,SN3 Engineering Studies NWD SWM Fee-New Discount Subject to Public Disclosure requirements 1.Receipt ot written request for documents 2.Review and approval by Prosecuting Attorney's office JUIN. Z. ZM IU: MAM KING CU, WLKI) NO. 2876 F', 2 j Y King County Water and Land Resources Division=Drainage Services Section Complaint Search Printed: 6/2/2005 9:50:36 AM oCmplaint TypeCompai Code Type of Problem Address et problem Comments Bros Pape 1975-0076 C FLOG- RD WY/FLD'D/112TH AVE SE/SE 186TH ST 686E2 1976-0110 C DRNG 13038 SE 1887 PL BLVD LN 686G2 1977-0072 C FLOG 12202 SE 192ND ST 686F2 1977-0074 C FLOG • 13210 SE 192ND ST FILUDRAIN WAY 686G2 1978-0080 C PONDING 19248 121ST PL SE EAST OF BENSON HWY 686F2 1978-0081 C DRNG 19248 121ST F L SE 686F2 1979-0047 C 11403 SE 204TH ST SOIL BULLDOZED/PANTHER LK AREA 686E2' 1981-0225 C FLDG 13210 - SE 192ND ST DRAIN WAY FILLED 686G2 1982-0515 C MISUSE FAIRWOOD PRK DIV#7 EASEM'T/SE 173RD/134TH PL SE 686G1 1982-0539 C FLOG 12600 SE 192ND ST EAST KENT AREA 686F2 1984-0313 R FLDG 13250 SE 192ND ST TO ROADS DIVA 686F2 1984-0314 C FLDG 13250 SE 192 I D ST SE 192ND ST/134TH AVE SE 686F2 1985-0534 X DRNG 13250 SE '192ND ST LTRTO COMPLAINT 686G2 1986-0617 C DRNG 13432 SE 187TH ST FLDG ON SIDEWALK 686G2 1986-0816 C FLOG' 13440 SE 192ND ST REF:86-0632 NESPER 87-0770.686G2 1986-0816 ER FLDG 13340 SE 192ND ST REF:88-0632-NESPER)PVT PROB. 686G2 1986-1166 C FLDG 11202 SE 186TH ST STORM OVERFLOW 686E2 1986-1185 C FLOG 11202 SE 186TH SIT . SEE:86-1166 BRYANT,BILL 686E2 1986-1190 C FLOG 11001 SE 186TH ST BASEMENT GETTING WATER 686E2 1986-1278 CL CLAIM#10373 686G2 1987-0334 C DRNG 11202 SE 186TH ST CULVERTS BLOCKED 86-1166,1185 686E2 1987-0471 C FLOG 11202 SE 186TH ST SPRING GLEN 86-1166,1.185 686E2 1987-0545 C DRNG 18627 109TH AVE SE INADEQUATE SYSTEM 686E2 1987-0770 C FLDG 13440 SE 192ND ST FAIRWOOD SEE 86-0816 686G2 1987-1005 C FLDG ' 13100 SE 182ND CT WANTED INFO ON BUILDING ON LOT . 686G1 1987-1049 C TO RD COORD 04/27/87.686F2 1987-1183 NDA SILT. VLTR CRT PROB 686G1 1988-0118 X DRNG 13250 SE 192ND ST SEE 86-1278 NESPER/CL-FORSEST TRAI 686G2 1988-0238 C FLDG 18431 120TH AVE SE' NEW DRIVEWAY WILL IT FLOOD 686F2 1988-0238 ER PIPE 18431 120TH AVE SE NEED EXTENSION OF 42"CULVERT 686F2 t 1988-0305 C 'BLOCKAGE 12716 SE 188TH PL EASEMENT-FAIRWOOD/WALL CONSTRUC 686G2 d' 1989-0003 C DRNG 18612 120TH AVE SE INCREASED RUNOFF/CHANNEL 686F2 1989-0192 C DRNG 18612 120TH AVE SE X PIPE NOT WORKING 686F2 1989-0550 C EROSION 19118 130TH AVE SE OLD EASEMENT CHANNEL MAINTENANCE 686G2 1989-0650 C DRNG 18631 111TH PL SE S/W DRNG AND DAMAGE 686E2 1989-0665 C DRNG 13308 SE 184TH PL WATER IN BASEMENT/YARD DRAIN CLOG 686G2 1969-0700 X DRNG 18631. 111TH PL SE WATER ON SIDEWALK/89-0650 FRITON 686E2 Pagel of 5 Jul', L. LUU7 IU: D \IVI AU U. WLN NO. 2876 P. 3 COm atot TUB Number Code Type of Problem Address of Problem Comments Bros Pape 1990-0056 C FLDG 12700 SE 187TH 0L UTILITY EASEMT CLOGGED 90-0259 . 68662 1 1990-0075 C DRNG 11254 SE 186TH ST PLUGGED CULVERT/STORM 686E2 1990-0141 C FLOG 18400 112TH AVE SE POND OVERFLOW/90-0149,235,372/STOR 686E2 1990-0149 C FLDG 11202 SE 186TH ST R/D POND OVERFLOW/ROBERT/STORM 686E2 1990-0231 C DRNG 18425 112TH AVE SE R/D POND OVERFLOW/STORM 90-274,37 686E2 1990-0235 C FLDG 11202 SE 186TH ST WATER IN BASEMENT/STORM/90-141,149, 686E2 1990-0259 C FLDG 12700 SE 187TH PL PVT DITCH OVERFLOW 68662 1990-0274 C FLDG 11022 SE 184TH PL R/D POND FLOODED/STORM 686E2 1990-0342 C FLDG 11202 SE 186TH ST R/D POND/ROBERT/STORM EVENT 686E2 1990-0372 X DRNG 11202 SE. 186TH ST R/D PONDS OVERFLOW9/90-141,149,235,2 686E2 • 1990-0709 CL FLOG . 18504 112TH AVE SE CL#12959 SEE CL#13224 DUE DECEMBE 686E2 • 1990-0884 C . DRNG 18427 112TH AVE SE R/D POND DRAINAGE/STORM 686E2 1990-1061 CL FLDG 11202 SE 186TH ST CL#13224•SEE CL##12959 GARAGE FLOG 686E2 1990-1106 C DRNG 13517 SE 169TH PL CULVERT BLEW TRASH RACK/CEDAR ES 686G2 1990-1106 NDA DRNG 13517 SE 189TH PL CULVERT BLEW TRASH RACK/CEDAR ES 68662 1 1990-1155 C DRNG 13421 SE 189TH PLACE 13517 SE 169TH PL 68662 1990-1155 NDA DRNG 13421 SE 189TH PLACE REF 90-1106 686G2 1990-1156 C DRNG 13429 SE 189TH PLACE 13517 SE 189TH PL 68662 1990-1156 NDA DRNG 13429 SE ,189TH PLACE .REF 90-1106 68662 1990-1157 C DRNG 13435 SE 189TH PLACE 13517 SE 189TH PL 686G2 1990-1157 NDA DRNG 13435 SE 189TH PLACE REF 90-1106 686G2 1990-1158 C DRNG 18917 SE 189TH PLACE 13517 SE 189TH PL 686G2 1990-1158 NDA DRNG 18917 SE 189TH PLACE REF 90-1106 68602 1990-1159 C DRNG 13523 SE 189TH PLACE 13517 SE 189TH PL 686G2 1990-1159 NDA DRNG 13523 SE 189TH PLACE REF 90-1106 686G2 1990-1160 C DRNG 13529 SE 189TH PLACE 13517 SE 189TH PL 686G2 1990-1160 NDA DRNG 13529 SE 189TH PLACE REF 90-1106 68662 1990-1186 CL FLDG 11044 SE 186T1-I Sl T MEMO/RUDDELLS STUDY TO PA 686E2 1990-1212 C DITCH 11044 SE 186TH ST RD/SIDE DITCH-FILL/90-1186 686E2 1990-1212 E FILL/DIT 11044 SE 186TH ST WILL START WORK 09/20 CHK ON 09/30/9 686E2 1990-1212 ER FILL/DIT 11044 SE 186TH ST RUDELLS STUDY 686E2 1990-1226 C DRNG 18615 - 107TH AVE SE FLOODED BASEMENT/BAD ROADWAY 686E2 1990-1445 C DRNG 18427 112TH AVE SE R/D POND OVERFLOWING TO STUDY/91-1 686E2 1990-1473 C PONDING 18203 140TH AVE SE NEW CONST OVERFLOWING SYSTEM 68661 1990-1530 SR FLDG 18427 112TH AVE SE STORM EVENT 686E2 1990-1531 SR FLDG 18427 112TH AVE SE STORM EVENT NOT NDAP 686E2 1990-1630 C FLDG 19114 130TH AVE SE STREAM OVERFLOW 686G2 1991-0150 C DRNG 18624 112TH AVE SE 686E2 1991-0150 SR DRNG 18624 112TH AVE SE NOT NDAP 686E2 1991-0196 C FLDG 18425 112TH AVE SE 686E2 Page 2 of 5 I JUIv, L. LUU7 I I : UUHivi 1\1NG t.U. WLKU NO. 2876 P. 4 Complaint Type type of Problem Address of Problem Comments Thres PagewNumberCode 1991-0196 SR FLOG 18425 112TH AVE SE NOT NOAP 686E2 1991-0253 •C DRNG . 11254 SE 186TH ST 686E2 1991-0438 S1 SPK TO FINISH S1 3/4-82 TO192 CON 686E2 1991-0667 CL DRNG 18427 112TH AVE SE SEE 91-0438 SEE RUDDELLS 686E2 1991-0837 C DAMAGECB 19001 116TH A''E SE C/B BELOW GRADE 686E2 1991-1090 C DRAINAGE 18532 131ST AVE SE WATER PONDS IN YARD 686G2 I 1991-1090 NDA DRAINAGE 18532 131ST AVE SE YARD PONDS 666G2 1991-1090 SR DRAINAGE 18532 131ST AVE SE TO CIP 686G2 1991-1095 C FLOG 11200 SE 186TH ST RUDDELL POND OVERFLOW 686E2 1991-1132- C DRAINAGE 19006 116TH AVE SE INFO TO PM&D 686E2 1991-1149 X FLOG RID 11200 SE 104TH ST CCF#SWM-1031 R/D POND CAPICITY 686E2 1993-0641 WQC SEDIMENT 13120 SE 192ND ST 686G2 1994-0038 C • PONDING 11430 SE 192ND ST POSS GRADING/FILLING VIOLATION 686E2 1994-0676 WQC GREENH2O SE 192ND&134TH A SE DUCKWEED 686G2 1994-0781 C DIVERTED SE 183RD$T&124TH AVE ALLEGED FILL ACTIVITY NOT IDENTIFIED 686G1 f 1995-0170 WQC OIL/CARS 19312 133RD AVE SE RESIDENTIAL CAR MAINTENANCE 686G2 . 1995-0374 C FILLING SE 192ND&134TH SE WETLAND-REED TO DOES 686G2 1995-0782 C RUNOFF 13411 SE 183RD ST IRON-OXIDE STAIN WATER OVER SIDEW 686G1 1996-0391 FCR POND?19118 130TH PL SE HOLD-CPR WILL CALL.HER 4 MORE..DETAI .686G2. 1996-0391 NDA POND?19118 130TH PL SE HOLD-GPR WILL CALL HER 4 MORE DETAI 686G2 1 1996-0391 R POND?19118 130TH PL SE HOLD-CPR WILL CALL HER MORE DETAI 686G2 1996-0480 C CRK FLDS 13607 SE 192ND GROUNDWATER IMPACT WATER PONDI 686G2 1996-0805 G DRNG 19400 120TH AVE SE DRAINGE FLOW QUESTION DEVELOP INF 686E2 1996-0921 FCR R/D POND 13341 SE 195TH ST OUTLET PIPE OBSTRUCTED ASSESSMEN 686G2 1996-1428 C SWALE 18914 129TH PLACE SE OFFSITE FLOW IMPACTING PVT DRNG SY 686G2 1996-1428 NDA SWALE 18914 129TH PLACE SE OFFSITE FLOW IMPACTING PVT DRNG SY 686G2 1996-1428 R SWALE • 18914 129TH PLACE SE OFFSITE FLOW IMPACTING PVT DRNG SY 686G2 1996-1550 C DRNG . 19121 124TH AVE SE PLUGGED D/W CULVERT IMPACT TO PVT 686F2 1996-1564 C DRNG 18908 113TH WAY SE PRIVATE PROPERTY IMPACT TO PVT DRN 686E2 1996-1894 C RUNOFF 13416 SE 187TH WATER OVER SIDEWALK GROUNDWATE 686G2 1997-0940 C DRNG 13007 SE 188TH iPL GROUNDWATER/SHEETFLOW PONDING 686G2 1997-1123 C GRADING 18908 113TH WAY SE PVT PROP IMPACT NO DRNG INSTALLED 686E2 1997-1123 R GRADING 18908 113TH WAY SE PVT PROP IMPACT NO DRNG INSTALLED 686E2 1997-1179 C DRAINAGE 19113 121ST PL SE INSTALLATION OF DRNG IN RAN OLD/OFF 686F2 1997-1179 NDA DRAINAGE 19113 121ST1PL SE INSTALLATION OF DRNG IN RIW OLD/OFF 686E2 1997-1179 R DRAINAGE 19113 121STIPL SE INSTALLATION OF DRNG 1N R/W OLD/OFF 686E2 1997-1301 0 DRAINAGE 19125 121ST PL SE SUBSTANDARD INSTL OF DRNG SYS PVT 686F2 1997-1319 FCR DUMPING 21709 146THI ST E DUMPED BATTERY IN R/D POND 68602 1998-0019 C DRAINAGE 19016 116TH AVE SE NEW GRAVEL RD POSSIBLE PVT PROP IM 686E2 1998-0058 C DRAINAGE 18820 11611 AVE SE SFR CONST IMPACTING ADJACENT PROP 686E2 Page 3of5 q JUIN, L. Luu7 I I :UUKIVI KIND l;U. WLKV 1 NO. 2876 P. 5 i Complaint Type Type of Problem Address of Problem ! Comments Toros PageNumberCode 1998-0349 G DRAINAGE- 13420 SE 182ND ST PLUGGED ROOF DRAINS MAINT REQU 696G1 1998-0921 C DRAINAGE 18532 131STAVE SE MINOR PONDING LOCAL LOW AREA 686G1 1998-0926 C DRAINAGE 19133 121ST PL SE APPARENT OBSTRUCTION IN ROAD DRN 686F2 1999-0174 FCR CLGINLET 13415 SE 187TH PL INLET PIPE APPARENTLY OBSTRUCTED 686G2 1999-0306 C DRAINAGE 11618 SE 188TH sirADJACENT PROP PAVED 2500 SQ FT 686E2 1999-0329 FCR BAMBOO 12317 SE 179TH PL NON NATIVE GROWTH IN R/D FACILITY 686F1 -E 1999-0449 C SPRINGS 13518 SE 186TH PIIL NEW SFR GROUND WATER INFIL ONTO P 686G2 1999-0632 C EASEMENT 19114 130TH AVE SE INFO PROVIDED ABOUT R/D POND ON PR 686G2 1999-0679 FOR FENCE 18932 133RD I L SE LEANING FENCE NEEDS REPAIR 686G2 2000-0165 WQC DUMPING • •18516 129TH PL SE APPARENT DISCHARGE OF PAINT INTO S 686G1 2000-01.65 WQR DUMPING 18516 129TH PL SE APPARENT DISCHARGE OF PAINT INTO S 686G1 2000-0396 C DDM 12625 SE 192ND ST REQUEST TO DIVERT FLOW DISCHARGIN 686F2 2000-0572 C DDM ACROS 19029120TH AVE SE APPARENT FILLING OF ROADSIDE DITCH. 686E2 2000-0572 R DDM ACROS 190291I20TH AVE SE APPARENT FILLING OF ROADSIDE DITCH. 686E2 2000-0578 WQC WQB 12813 SE 184TH PL ALLEGED POLLUTANT DISCHARGE TO ST 686G1 2000-0735 FOR MNM 19000 134TH AVE SE CEDAR BOARD FENCE AROUND PERIMET 686G2 2001-0247 FCR MMA 12317 SE 179TH PL IDENTIFIED NOXIOUS WEEDS. BLACKBE •686F1 2001-0548 WQP WQP 13120 SE 192ND ST 686G2 2002-0094 Fl REM 13055 SE 192ND ST SWM#83 REMEASURE OF ORIGINAL 17.7 686G2 2002-0094 FIR REM 13055 SE 192ND.ST SWM#83 REMEASURE OF ORIGINAL 17.7 686G2 2002-0204 FCR MMG 19000 134TH AVE SE 1)PSE UTILITY BOX DAMAGED. CALLED U 686G2 v 2002-0424 C DDM 13003 SE 188TH PL SINKHOLE DEVELOPED APPARENTLY OV 686G2 2002-0424 NDA- DDM 13003 SE 188TH IPL SINKHOLE DEVELOPED APPARENTLY OV 686G2 2002-0424 R DDM 13003 SE 188THjPL SINKHOLE DEVELOPED APPARENTLY OV 686G2 2002-0553 C DTA 19013 114THICT SE CONCERN REGARDING POSSIBLE SLOUG 686E2 2003-0266 C DDM 18759 130TH AVE SE LOCAL PONDING PROBLEM. MAYBE THE 686G2 2003-0545 WQR WQB 18601 126TH PL SE 686F2 2003-0762 WQA WQAI 19433 VASHON HWY SW BMPS are ALL IN PLACE 686F2 I 2003-0847 C DDM 19230 116TH AVE SE APPARENT OBSTRUCTION OF OFFSITE C 686E2 2003-0847. NDA- DDM 19230 116TH AVE SE APPARENT OBSTRUCTION OF OFFSITE C 886E2 2003-0847 R DDM 19230 116TH AVE SE APPARENT OBSTRUCTION OF OFFSITE C 686E2 1 2003-0909 WQC WQDR 18601 126TH PL SE AUTO FLUID RESIDUE ON STREET AS A R 686F2 2004-0223 FOR THE 18004 124TH AVE SE Trees removed from Facility D92162. Investiga 686F1 ' - 2004-0286 E MNM 18004 124TH AVE SE Facility D92182 dispersion trench filled/graded 686F1i" 2004.0286 FCR MNM 18004 124TH AVE SE • Facility D92182 dispersion trench filled/graded 686F1 E 2004-0286 R MNM 16004 124TI I AVE SE Facility D92182 dispersion trench filled/graded 686F1 2004-0745 C DTA 18418 127THI AVE SE 2 pipes from neighbor drain onto complainant's 686F1 2004-0902 WQC WQI 12919 SE 185TH ST Laundry hook-up tied into storm system?Inves 686G1 2004-0952 C DTA 12701 SE 191ST PL Referral from KC Roads.Flooding of backyard 686F2 2005-0244 C DDM 18617 126TH PL SE Wet backyard caused bybroken storm line? In 686F2 I Page 4 of 5 JUN. L. LVV i i U inivi 111Ivu M AU NU, 28/6 N. 6 Cempialnt 171pe Typo of Problem Address of Problem Comments Tbhos PapeNumberCode 2005-0262 FCR MNM 19000 134TH AVE SE D91533 not functioning because of downstrea 686G2 K 1 I Page 5 of 5 JUN. I. 200h 8:2OAM KING CO. WLRD; NO. 2965 P. 1 King County Water and Land Resources (WLR)Division 677/05 201 S Jackson-St, Suite 600 1 Seattle,WA 98104-3855 Date: LO/ Number of pages including cover sheet: A, F Jo(l To: `lt1/JZ Jl 4/1P Prom: Candi McKay,Eng Tech II Fa7: ,,!! WLR Stormwater Services Section 10/S-o l ,8 Phone;206-296-1900 Phone: Fax Number:206-296-01921 IMPORTANT LEVEL 1.ANALYSIS NOTE: We do not send copies of certain complaint types that are not relevant such as.BCPV, FI, FIR, FRI and WQA, and we do not send CL and LS types. See key below. Type S i, S2 and S3 will not be faxed due to size constraints. 1 ? 1 The following is a list of complaint types received by the Water and Land Resources'Division Drainage Services Section. Complaint numbers beginning prior to 1990-XXXX have been archived and are no longer in our possession. They can still be retrieved,if necessary,but will take additional time and may not be beneficial to your research due to their age, development which has occurred, etc. If you are interested in reviewing the actual co:<nplaints,they can be pulled(time permitting)for your review. Copies can be obtained for$•.15 per page,and$2.00 per page for plans. Keys: Type of Investigation g_Of rrOblem C Action Request DCA Development/Construction BCW Business,' Clean Water DDM Drainage-Miscellaneous CCF Response to Inquiry DES Drainage—Erosion/Sedimentation • CL Claim DLE Drainage—Landslide/Earth Movement EH Enforcement on Hold. DTA Drainage Technical Assistance ER Enforcement Review INQ Drainage—General Inquiry FCC,FCR,FCS Facility Complaints MMA Maintenance-Aesthetics El SWM Fee Inquiry MMF Maintenance-Flooding PIR S WM Fee Review MMG •Maintenance-General FM SWM Fee on Hopi MMM Maintenance-Mowing 7 S Lawsuit MNM Maintenance—Needs Maintenance 1 ! RR Facility Enginecdng Review MNW Maintenance Ngzious Weeds NDA Neighborhood Drainage Assistance SWP SWM Pee Questions WQC Water Quality Complaint WQB Water Quality—Best Management Practices WQE Water Quality Enforcement WQD Water Quality—Dumping_ WQR Water Quality Engineering Review WQI Water Quality—Illicit Connection WQA Water Quality Audit REM SWM Fee-Remeasurement WQO Water Quality—Other GRT SWMFee•Grant SI,S2,SN3 Enginemng Studies NWD SWM Fee-New Discount Subject to Public Disclosure requirements 1.Receipt of written request for documents 2.Review and approval by Prosecuting Attorney's office JUN. 1. 2UU5 8:20AM KING CO. WLRD NO. 2965 P. 2 KING COUNTY SURFACE WATER MANAGEMENT DIVISION DRAINAGE t STIGATION REPORT . Page'is INVESTIGATION BECIUEST Type . Received by:• 1-,A.‘ Date: 10 H-_.••• OK'd by: • File No.9 ('781 Received from: ,e,%/'an //WWlp Y7 IlV (Please print plainlyforscanning). Day) Eve) NAME: AndeeC b ("0' 95.7 PHONE 65g- goc) 1 1 ADDRESS: /g4 XX SE /82'd .Sr: City .PENra,/ State Zip Location of problem, if different: /R y TA /! Y£ f 3 • /93'/57.' Reported Problem: f4e 51-,bor •t-o {he. SO LA. ? oP MN. Anderson has div r+ed -File_ Si-''ea.w i he. be,ue.ues ..,,;+ PILL. rRtKE4 ID MR 09n40E.t5-004 orI i0/2.8/9y. Re . AS he f'".• C#K rn t)J S.,Cjlje i794 G ,lir-e -i- On o-r 4 Fs s•reasri dale sQ-€o! •-H7e.y Loerc. .[.e,ca74eJ Io fh.te. S'E. o-P hfs eYOE"*Y, but I-he. c-e.elc Sho u.1 s uP "1 $u_ At GJ se c.f eon m i+s,re fda•Q i-1 . i et ,P1 'So 0•'' . Th a_' c_ro s s s fp'e S , h sal d ctre, aboutir l''' 477172hc' 4$3rel'. Plat name:Lot No: Block No: Other agencies involved: No Field Investigation Needed Y PMvati) c: t drar NV 33 23 5 Parcel No.33 z 3 o5 9 0 2.9 ? Kroll 605•E Th.Bros: New 4$G r.i 1/4 S 7 R Old Y 2 cy (e"7 Basin 500 Council Dist q Charge No: RESPONSE: Citizen notified on by phone -letter _in person 1 tQ M e" 1.Z-•z3-9y' C ic'e "';G- 1-M-95: AAr At-rJK,sor ti f- -4-na---,01 c.w1l. lZ-z7 ivo 4vrr5,,,, a-p t.,w-k4- b1turvscQ vH-Al.k. Ail' /Vr -C 11 I-g- - ov- vc.49- Ca rt a 1^6ik.. 7 DISPOSITION: Turned to on 1 by OR: No further action recommended because: Lead agency has been notified: Problem has been corrected. No-problem has been identified. Prior investigation addresses problem: ll! see File* Private problem, -NDAP will not address because: Water originates onsite and/or tin neighboring parcel Water originates on KC Road Location is outside SWM Service Area. Other (Specify): leDATECLOSED: JU.N. /. 2005 8:20AM KING CO. WLRD , NO. 2965 P. 3 ., KING COUNTY SURFACE WATER MANAGEMENT DIVISION DRAINAGE INVESTIGATION REPORT Page 2: FIELD INVESTIGATION efaiis of Investigation: Complaint#94-0781 Anderson 1 investigated by Doug Dobkins investigated on 11-2-94, 12-21-94 I've talked to Mr. Anderson in early part of November about this alleged diversion of water along the Big Soos creek. I investigated on 112-94 this complaint but I was in the wrong area after talking to Mr. Anderson. There was an old red tag from DDES from 7-28-93 for a grading violation. This wasn't the area Mr.Anderson was talking about The area of his concern was to the south of here. I tried to contact Mr.Anderson 11..15,117,11-22,and left a.message for him on the 23 of november to give me a call so I could get better information on this diversion. I recieved a call 12-2-94 from Mr.Anderson. He told me the area was east of the intersection of SE 184th and 124th ave se. I walked this area and couldn't find any recent grading or dumping. Mr.Anderson claims this happened 3 to 5 years ago. The area of concerned is a wetland that is overgrown and clogged with debris. Couldn't find a diversion of water anywhere near where Mr.Anderson is claiming this happened. Y<' v .t"' n,'„SE f" i 1 Li \is 18 'th ST V. p4ketch: V, 1 R ..S....;:-:,.y., 3>'[ III IH:.:i„ a:Y e. 1: 1 gravel drivoway wetland w Big Soos Crk Iflowofthecreek --.• Inva tiilatari by f\_ -- -D. jI. :.Harp 1)‘-2^ f i . I Z 2 rl14 - JUN. I. 1UU5 d: 1UAM, KING UO. WLKU NO. 2965E&"P. 4 I TC t:VUNTY WATER AND LAND RESOURCES DIVISION n(+ '`4T ` DRAINAGE INSTIGATION REPORT ecygi,60 Page 1: INVEST'IGATIONREQUEST Type _EPROBLEM: REcErvEDBY: . . A091 Date '51.c07OK'd by: D E No .q— 2 ' Received from: DaY) 64 Eve) 1 NAtvIE: 9 d car/),U PRONE e ! a3 Ca ADDRESS: /tf 5 /(" 7 .d--- ant CSA City I R:J i State Zip C?Vc.5 Location of problem, if different; / 3 A 7 7?06 p Reported Problem: .CALL FIRST 0 (Would Use To Be Present) egy,726, ,,,,.,,, 2.,,,,,,,,,,,,7 14 e L",,,,,,,,. ei,_404 0„0,077,;" d9.z _)t2.d` ooy JO 57/6 kdde}vd deZevz.42_,7f Plat name: 77-n Lot No: Block No: Other agencies involved: No field investigation required r nutial& 1 .t cJ 1 ., s s. F...: + i,2 i t3> IG 0{yr7 p ty4 !3(1n il;rBi kI 14 , .. sY s r o -R--•.. s r 1 4 S , T R Parcel No. 3o77)&5034 0 Kroll 6€90 Th.Bros: New 68lo // Old g.6¢. Basin. SOO • Council District Charge No. RESPONSE: Citizen notified on _ .1 rt -f p - by; W phone letter in person 4-47T aIrd 45141 PCs ®cv 0 o4< 7.r0©. f.:•9r a co 45 ,v,e6 Z'i ,ra /kilo'r 1'#04 epo A'e-s 1® v-- , lc- e z , 7 U/A 1 1/y3a s DISPOSITION: Turned to on 1 / .by OR: No further action recommended because: 7 Lead agency has been notified: Pi ttc COPSProblemhasbeencorrected. ' No problem has been identified. Prior investigation addresses problem:i SE+EFns# Private problem-NDAP will not consider because: Water originates onsite and/or on neighboring parcel. Location is outside WLRD Servi Ar Other(Specify): DATE CLOSED: , p2/ By: , JUN. 1. 2005 8: 20AM KING CO. WLRD NO. 2965 P. 5 fliMPN KING COUNTY , FILE NO. 99-0329 Department of Natural Resources NAME MAX HAWKINS Water and-Land Resource Division ADDRESS 18005 - 124TH AVE SE PHONE (425)228-7236 - TB PAGE 686-Fl 1 _ DRAINAGE INVESTIGATION REPORT g,aOLY,PAGE 605W DATE 4-27-89 FIELD INVESTIGATION MAINT.DIVISION . 4 INITIALS-MAM DETAILS OF INVESTIGATION: FROM RID FACILITY 091672 INVADING YARD.SITE VISIT ON 6-a7-sa. BAMBOO INVESTIGATION FOUND THE RID FACILITY D81672 AT HIDDEN CEDARS HAS BAMBOO SHOOTS GROWING AROUND THE lepr CONTROL STRUCTURE AND INVADING UNDER FENCE TO NEIGHBORING YARD, DUE To THE LOCATION OF THE BAMBOO AROUND THE CONTROL STRUCTURE IT SHOULD BE REMOVED TO ALLOW FOR SAFE INSPECTIONS. NTS PHOTOS TAKEN # 1 SHOWING BAMBOO SHOOTS AROUND CONTROL STRUCTURE. 2 SHOWING BAMBOO INVADING INTO NEIG BORING PROPERTY. SE 179TH PL CB-3 I I % I TRASH RACK 183 3HOUSE I iI RIPRAP PAD SKET -. I Q j. 3 I4 Q, E I g TRACT A I 4 WET PONDtc I RIPRAP PAD j 0,TRA6H RACK RIPRAP PAD,, 5 WO.•DEN BOLLARDS I 1/ TRASH RACK 0,, CB-4 , a SSA I CS/CB-1 • 21'•15 CMP. CB-2 I TRACT BOUNDARY x-X-x-x-X-Se-x-x=-X—x-x-24-.X-x-x-X-X-x-x--X-.C-x.-k--X-x-X 1 , 1 6'WOODEN FENCE al HOUSE 15005 JU 2005 8: 20AM KING CO. WLRDjN. 7. Na 2965 P. 6 Complaint I tainteaan:e Divisions: 4 Thous Bras Map: 6861=1 VA : W 14325 Facility a: D11672 ' Type: lies 1:ia Hidden Cedars Div II Street' -address: 12317 SE 1.79trti P1 Directions: FROM SE 192 $T 1 1 AVE SE HEAD NORTH TO SE 12:4 ST THEN HEADEASTTO124AVESETHENNORTHTOSE179PL_ row) IS ON THE LEFT. Checked on 5/07/99 by Michael A Malnerich /,461/1 Radio #: 512 Charge to Project :: 087475 Fistieri2s: N Special Equipment: ERD Notes/Coerpnts: . Note: The neighbor is complaining bamboo from cod„ty R/J facility is invading his property. Bamboo roots needs to he removedfromaroundcontrolstructureandfencearea. Roads Div. Hates: Task Unit = Date Actual Material MaterialCodeTypeUnitsWorkRegLestedCompletedUnits :nit. Placed Excavated e24 ka.Fac. 1 ;Perform the following maintenance/repair work: bamboo around control structure needs tol be 'moved. need 1 I ,toreaove rock inorder to dig out 'roots,, (ref660f FH I Wor' Aut.hbrized: Date: . work Completer a f:ograe Version: February 1 ).19 a Date: JLN. 7. 2005 8: 21AM KING CO. WLRD NO. 2965 P. 7 KINTG COIrNTY WATER AND LAND RESOURCES DIVISION II A M DRAINAGE INVESTIGATION REPORT 3— to "D INVESTloA4101N REQUEST Type PROBLEM: iP .A r_7 3/1'1RECEIVEDBY: 2- e=t7t Date:YA1 -OK'd by: l 1 FILE+ I 1NO. 2 004 Received from: l Day) (I Eve) ) NAME: N ONyfeD . • PHONE ADDRESS: City State Zip LOCATION OP PROBLEM,IF DIPPERENT: / ya 0'4 :i,y .— — Access Permission Granted 0 Call First (Wound LHe To Be Present) 0 fia 0 f°.•:r.4"7"?/ 6/te/&-/4_,-..-72 .," 1-7-- ...4/ 4-----4. 69c/ c-- ---- ate d y / 4..,,. f P sdr 3_/7 t)c/ Plat name: 016,4A P- l4 p 66 i560 Lot No: • Block No: Other =:eneies involved: No field' M in4restiattion required a'+ a..w Amy" m , R 1 -a" " 1,1y` . SOT, '1' +S,L,f i1 rr{'-{', 7 ani im0 Nuim gnmu r+ml ud *..J.m.o,a uqu."u; mnrgir:.." . -r a 1 p a r k9 'i m u vv n huomin•ii .ram an,..,r<. r f ,,.ro7c J" a i'..Y74 *".+-NuiG.Y.C_.-_ iY'1.7P^.'a...•.,_:yi'7 .E u 9nMd. tl wA.n,.µa a w r.,.-a 1s"1B1sf.'I F%LLVLt MIP eW4uu d i A S T R . Parcel No` 3 6/ Tcroll 6"; Th.Bros: New&1fo 1: • - RDP Basin 600 Council Distric City Charge No. RoNsE: Citizen notified on by: phone letter in person DISPOSITION: Turned to on / . /i by OR: No further action recommended because: Lead agency has been notified: Problem has been corrected. No problem has been identified. Prior investigation addresses problem; SEE FILE# Private problem-NDAP will not consider because: Water originates onsite and/or on neighboring parcel. Other(Specify): DATE CLOSED: 3 / Z It/ 04 By: T4 I N a IRO&t M IP9 F/1.nj ( D Ju.N. I. 2005,. 8.21AM ,KING CO. WLRD' r N0. 2965 P. 8k„:" ,14,.f t.cr.,yFo. Si l3SA:,'•a;i•,r'4N M)" a: A,. • a'•`,:,,.J?` L• f ', • •u1n` f ol`• n. • ' 4.• ':y R,i,•4 ;•y. 7q.,,,i. 'r„i.. -;:'",!;•"'f. ,;•,;h', li •` ',/i; • .F,`,l. . ,:r'y `I`a• ':Is)1it.,l, ,•Y•„", `iY ',Y a_i,• ;'!, fi'.a•,iMfn;•F; S,:•4;' 71-:It-.' FILE NO 20KINGCOUNTYNANONY04-02MOUS3FOR Department of Natural Resources ADDRESSWaterandLandResourceDivision PRONE TB PAGE 686-F1 DRAINAGE INVESTIGATION REPORT ROLL PACE 605E DALE 3-19-04 FIELD INVESTIGATIONMST•DIVISION 4 INITIALS-MA•M • ' DETAILS OF INVESTIGATION: COMPLAINT STATES:PROPERTYOWNER REMOVED TREES FROM COUNTY TRACT ADJACENT TO PROPERTY.VirSITEVISITON3-17-04.INVESTIGATION FOUND THE PROPERTY AT 18004-124TH AVE SE BORDERS A PARCEL#332305900307 WHICH IS CALL OUT AS OPEN SPACE SOOS•CREEKTRAIL THIS PARCEL BELONGS TO KING NTS COUNTY.AT THE SOUTHWEST CORNER OF THE PROPERTY FOUND A FEW SMALL TREE STUMPS WHICHAPPEARTOHAVEBEENCUTRECENTLY.IN TALKING TO THE PROPERTY OWNER ABOUT THE TREE CUTTINGSHEMENTIONEDTHETREESHADBROKENDUETOTHEICEFREEZEANDTHEYCUTANDREMOVEDTHEM.THERE IS A DRAINAGE CHANNEL ALONG THE SOUTHERN BOUNDARY OF THIS PARCEL AND NO DAMAGE WASNOTICEDTOTHISCHANNELASFORTHETREESCUTDIDNOTSEEABIGIMPACTTOTHEPROPERTY.A FEWTREESREMOVEDAPPEAREDTOBEONOWNERSPROPERTY.-- • PHOTO TAKEN#1 SHOWING COUNTY PARCEL AND OWNERS PROPERTY- 2 SHOWING TREE STUMPS INDICATING TREES WERE CUT RECENTLY. 3 SHOWING TREE STUMPS INDICATING TREES WERE CUT RECENTLY. PARCEL 332305900307 OPEN SPACE' SOOS CREEK TRAILI DM. CNN PROPERTY CB-$ INr, C Cg. c6 2 a ( — .— z - #_= I f B 173I, 0 HoNs 1— 11Riau c g LOT4 S I 1 u. L___ --?ROPERTY OUNDAI2Y -- z iO-_ asg a 5. d La Q E" N J 1N. 7. 2005 8: 21AM KING CO. WLRD' NO. 2965' -P. 91111111., KING COUNTY WATER AND LAND RESOURCES DIVISION i:...- i .f-DRAINAGE INVESTIGATION REPORT M4.0(4i‘,,, INVBSTIGI TION REQUEST Type Ce P.[s-ii1-M: C•R9•CY&h 0vElt Ffelt.eT1 • . • c TeE[YEn v: M. Il f urMR r c w Date: 3-1 9-p K OK'd bv: FRE Li No. 2004•. a 4•'fie i Received from: Day) (Z09,1 Eve) NAME: MF AA4AvT2lceat PHONE '29(0 -4353 • I • ADDRESS: GU L R D S CO 5 - 0 %1. City _State Zip LOCATION OF PROBLEM,IF DPI':ftOo y -- 1 l.rwj y .e.ti a - 9.?0 S Access Permission Granted 0 Call First (Would Like To Be Present) 1800 4PRopr•Wry 0 WAFEA, 41 T i 1xuTH rave S C.ouerec du&,e, PoRi-lo. j pF FLaw Co• ,rRot ;i901t-irY6etz18Z) uRH1/471,1 for cows •FC6BpDL=pr 0 IRN"i e:rrc krJu cis b4/ 2°44,-?8l0-ot 3 yH FILE. COPY Plat name: kCS p p(a8806z (Del2 sz)Lot No: •- Block No: Other a:encies involved: No 4eld inves• ;ation r:'',tired F r.e.,w. 111 ni+m j r J ur. M I k7 h at yj° "' I `mot p;•1'-C }Y r •.raw' r01,i!. 1 fl lf T I RG.Lr; ! 1 Z i o`I I )0 e 1 b r o,N I{ {+Pr '+ F.Ie rWligr ' i)i G " +.++'^ +( N;}-... ..!_•:d c,r:a 7fftl'.{ r.. )1( , ) ,+,;. .`b_V'I f }, (C "''' 'q Jn,aFda.PCJLW... LLVl1 -1... VY J.<IM..a LHw•— • Lu:L__eL+ .,..,— .iF rJ 4 nWrrG .h1• 'iQ •I P_L'c NE 31 2 3 15 • V4 -s T R- Parcel No. 33 2 D 5 9 I o! Kroll 4,65 e-"„ Th.Bros: New la S6-/-/. RDP Basin 54.o Council District. 9 City - Charge No.. RESPONSE: Citizen notified on by: phone letter in person DISPOSrI'YON: Turned to t on' / 171 b`f by OR No further action recommended because: ••_ , Lead agency his been notified:1- Problem has been corrected. No problem has been identified. - Prior investigation addresses problem: SEE FILE# - Private problem-.DAP will not consider because: Water originates onsite and/or on neighboring parcel. Other S eci1? f3'): DATE CLOSED: 1°/ ( /b`. By: a fo 6' 4I' c0/,5,z- I J o- JUN. I. 2005 8:21AM KING CO. WLRD Na 2965 P. 10 a` / 0 NO. 04-0286 FCC? KING COUNTY NAME MICHAEL A.MALNERICH rDepartmentofNaturalResources ADDRESS WLRDSWS-DIIWaterandLandResourceDivision206.296-8353PHO1V1; TB PAGE 686LF1 DRAINAGE INVESTIGATION REPORT IatOLL PAGE 6Q5E nA 3-1s-o4, FIELD INVESTIGATION MAC nlvrsrorr 4INITIALS-MAM DETAILS OV rNVESTXGATION: COMPLAINT STATES:PROPERTY OWNER RE-GRADED-LOT AND COVERED OVER DISPERSAL TRENCH. MgrVISITON3-17-04.INVESTIGATION FOUND THE PROPERTY AT 18004-124TH AVE SE HAS RE-GRADED LOT gANDDISPERSALTRENCHHASBEENBURIED.TALKED TO THE PROPERTY OWNER WHO WAS UNAWARE OF NTSTRENCH.SHE INDICATED THEY HAD TO GET A CLEARING AND GRADING PERMIT TO RE-GRADE THEPROPERTY,I SHOWED HER A COPY OF THE APPROVED PLANS AND SAID SHE WOULD HAVE TO RESTOREBACKTOAPPROVEDPLANS'.IN THINKING IT OVER SHE MIGHT BE ABLE TO ALTER SYSTEM TO OUTLETTOWARDWETLANDANDCOULDRAISE-CATCH BASIN TO GRADE.THIS COULD BE SOMETHING THAT COULD BELOOKEDATINREVIEW.MAYBE SOME T/A COULDI BE PROVIDED. PHOTO TAKEN#1 SNOWING CB-2 AND COVERED OVER DISPERSAL TRENCH. 2 SHOWING CB-2 AND LOT RE-GRADED. PROPERTY OWNER DANETTE KNUDSON 18004-124Tk AVE SE RENTON,WA.98058 PH#206-786-0134 CB-3 CS/CB-1 I:; y,r11,,,,51 1g- \2049 I ,11f+-r K I tMlr a4":5 y 0 ftcMP R'".xa„P, 7'4'I'cf' y 4N tI, ,l ,gy• m. 22.. , J I•` olit, N 4 AREA OF FILLIII-- B. Fd I IrAI.}lu,'I{t 4.'nr N.i'iA4 *.: ft 11 . W U n Nil1 a~ - l. Mln•' aH,I nlWe ln'i 5 HOUSE 7."d.+1i rt $ 'K --'''f6S''1;,;iT':fii:. Nrode g yltat G HN nMt.ull f Auid+lY,1 i1 II a H 1 I W IW Q II- JUN. I. 2UU5 8. 21AM KING CO. WLRU NO. 2965 P. 11 1 October 2004 I TO: File FM: Craig Hislop RE: Malnerich Review--2004-0286 Background Rick Thompson and I visited drainage facility D92182 on 30 September 2004 in response to a drainage investigation/complaint from Mike Malnerich of King County Drainage Investigation and Inspection Services. The outlet for a detention tank in the Right-of Way is a private drainage easementas.dedicated by short plat S0688002. The owner of the property where the outfall is located has filled a large portion of their backyard including the area where a flow dispersal trench is located, Jeff Jacobson communicated with the owner of the property to get them to either uncover the dispersal trench or provide alternative drainage. Theyluncovered enough of the pipe to cut in a six inch(6") Tee and now have a point discharge. I sent an email to Ramon Locsin'who has an open grading permit on the site for the improper fill and wetland buffer intrusion. I • recommended he add a few minor items to his review for the clearing and grading permit. The discharge currently works and should not adversely affect the detention facility in theRight-of-Way. Recommendation I recommend this investigation/complaint is closed to corrected. 1 JUN. /. 2UU5 8:21AM KING CO. WLRD I NO. 2965 P. 12 NEIGEBORHOODIDRAINAGE ASSISTANCE PROGRAM COMPLAINANT EVALUATION MEMO . DATE: Wednesday, August 11, 2004 . TO: FILE FROM: JEFF JACOBSON RE: ENGINEERING EVALUATION FOR COMPLAINT NO. 04-0206; Malnerich COMPLAINT CHRONOLOGY: ORIGINAL:3/19404 FIELD INV: 3/19404 FIELD EVAL: 4/02/04, 7/06/04 OLD FILES: i ! BACKGROUND: The owner of a single-family residence recently regraded the back property where a flow control facility with an infiltration trenchexists. The regrading project accidentally buried a catch basin and infiltration trench serving a King County maintained flow controlfacility. I have visited the site on numerous occasions. At this point therehasn't been any cooperation by the landowner. I, I PROPOSED SOLUTION: I recommend closing the file to the Enforcement Program. t .ENFORCEMENT RATING = 46 9 I 1 JUN. /. 2uu5 8: 22AM KING CO. WLRD ; NO, 2965 P. 13 0 1 ' / King County Department of Development and Environmental Services 900 Oakesdale Avenue Southwest Renton, Washington 9805511219 CODE ENFORCEMENT COMPLAINT FILE h Case #: E0400783 Opened: COMPLAINT: TRUCKING OPERATION BUSINESS IN VIOLATION OFKING Parcel Number: 332305-9101 332305-9030 332305-9100 Site Address: 18004 124TH AVE SE KC City,Zip: ??, ?? Owner Name: KNUDSON DANETTEViolatorName: KNUDSON DANETTE Phone # Hm Wk Pg/Fax Email ; Zoning ??,??, ?? Property Size: (acres):0 (sqft):?? 0 Violation Type ZN Priority Type: ?? Inspector SLUX 1 STR: (??) Incorporated City: Complaint: Anonymous: Confidential: Wants Notification: Date Printed: [09-30-2004] CE_COVER I J.UN. 7. 2005 8: 22AM KING CO. WLRD NO. 2965 P. 14 Kng County Department of Development and Environmental Services Lsnd Use Services-Division 900 Oakcsdale Ave SoerhwesC Project No :L02CG129 Renton,WA 98055-1219 Date:09-30-2004 Application Deemed Complete GRADING/CLEARING PERMIT Sub Type:GRADING Applicant :KNUDSON,DANETTE Address : 18004 124TH AVE SE Type: GRADE RENTON,WA SUBMITTED :05/09/2002 98058 Status RET/WCI 7--Fo1d on this Iiune)- Title KNUDSON RESTORATION Owner's Name:KNUDSON,DANETTE Site Location:LOTS 2,3,4 OF TRACT A ON 14T11 AVE SE Parcel No:332305-9101 Description :GRADING PROPERTY FOR CUSTOM HOME DEVELOPMENT. Dear Applicant: On 06/06/2002 the Department of Development and Environmental Services has completed an initial review of your application submittal and we have determined that it is deemed complete for purposes of applying timeperiodsandproceduresadoptedbyIcingCountyCode, effective on 05/09/2002. Applicant generated modifications,supplemental information requests,variances;environmental procedures andrelatedactionsmayresultinadiscontinuanceofpermitprocessingunderthedecisiontimeframesestablishedbyKingCountyCode. Failure by the applicant to meet deadlines for responding to Department requests for supplemental information or modifications rnayiresult in cancellation or denial of an application. If you elect to proceed with your project after the application has been cancelled,a new application and filing fees will be required. If you have any questions regarding processing of this application,please call the assigned staff below at 206)296- Reviewed by: 1g_9c 8/25/99 a i 4 l SEPA ENVIRONMENTAL CHECKLIST Alder Heights King County, Washington Submitted to: King County Department of Development and Environmental Services Land Use Services Division Submitted by: Norris Homes, Inc. Prepared by: Barghausen Consulting Engineers, Inc. August 2005 Our Job No. 11699 AUG 2 3 2005 614Au4`K.C. D.D.E.S. CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES mC •18215 72ND AVENUE SOUTH KENT,WA 98032 (425)251-6222 (425)251-8782 FAX y ' BRANCH OFFICES • OLYMPIA,WA • TEMECULA, CA • WALNUT CREEK, CA s`< `. g www.barghausen.com Nr'ENGINE' IL050 0 1 8 i},l:.k ,..b.;::•+E`- -..,eti:'' s.:.,-Y;7:,. i,4r. ;:'s: xs'q:-,. "'%%a;:; ayi';:., la' State .Environmental Iolic Ac ;r SE A y:yrC.;phercklist .., :r EP;•.r.'`5'a.;;5;.a:r,y°`,.:e;.s a c,'Yi 3+'ft{ i',;,T..a.;'t{, x;;.J;s;.>.;Y,yFB,<i King County Department of Development and EnvironmentalrServices Land Use Services Division 900 Oakesdale Avenue Southwest Renton,Washington 98055-1219 For alternate formats, call 206-296-6600. 206-296-6600 TTY 206-296-7217 Purpose of the checklist The State Environmental Policy Act (SEPA), RCW Chapter 43.21 C, requires all governmental agencies to consider the environmental impacts of a proposal before making decisions. An environmental impact statement (EIS) must be prepared for all proposals with probable significant adverse impacts on the quality of the environment. The purpose of this checklist is to provide information to help you and the agency identify impacts from your proposal (and to reduce or avoid impacts from the proposal, if it can be done) and to help the agency decide whether an EIS is required. Instructions for the applicants This environmental checklist asks you to describe some basic information about your proposal. Governmental agencies use this checklist to determine whether the environmental impacts of your proposal are significant, requiring preparation of an EIS. Answer the questions briefly with the rriost precise information known, or give the best description you can. You must answer each question accurately and carefully to the best of your knowledge. In most cases, you should be able to answer the questions from your own observations or project plans without the need to hire experts. If you really do not know the answer or if a question does not apply to you i proposal, write "do not know" or"does not apply". Complete answers to the questions now may avoid unnecessary delays later. Some questions ask about governmental regulations such as zoning, shoreline and landmark designations. Answer these questions if you can. If you have problems, the governmental agencies can assist you. The checklist questions apply to all parts of your proposal even if you plan to do them over a period of time or on different parcels of land. Attach any additional information that will help describe your proposal or its environmental effects. The agency to which you submit this checklist may ask ybu to explain your answers or provide additional information reasonably related to determining if there may be significant adverse impacts. SEPA Checklist lc-ckl-SEPA.pdf 04/01/2005 11699.010.doc[BTM/tep] Page 1 of 17 f A. Background 1. Name of the proposed project, if applicable: Alder Heights Preliminary Plat 2. Name of applicant: Norris Homes,Inc. 3. Address and phone number of applicant and contact person: Applicant Agent Norris Homes,Inc. Ivana Halvorsen John Norris Barghausen Consulting Engineers,Inc. 2053 Faben Drive 18215—72nd Avenue South Mercer Island,WA 98040 Kent,WA 98032 206)275-1901 425)251-6222 4. Date checklist prepared: August 2005 5. Agency requesting checklist: King County,Department of Development and Environmental Services 6. Proposed timing or schedule (incluiing phasing, if applicable): Preliminary Plat approval is expected in late 2006. Construction is expected to begin in 2006 to be completed for recording in 2007. 7. Do you have any plans for future additions, expansion or further activity related to or connected with this proposal? If yeas, explain. The applicant does not anticipate an' other additions, expansions, or further activity related to or connected to this proposal. 8. List any environmental information iyou know about that has been prepared, or will be prepared, directly related to this proposal. Wetland Delineation Report prePared by Barghausen Consulting Engineers,Inc. dated April 22 2005 Level One Downstream Analysis prepared by Barghausen Consulting Engineers,Inc., dated 9. Do you know whether applications are pending for government approvals of other proposals directly affecting the property covered by your,proposal? If yes, explain. There are no known applications pending government approvals affecting the subject property. SEPA Checklist Ic-ckl-SEPA.pdf 04/01/2005 11699.010.doc[BTM/tep] Page 2 of 17 F t 10. List any government approvals or permits that will be needed for your proposal, if known. Preliminary Plat review/approval SEPA Determination King County Site Development Permit DOE NPDES Permit Soos Creek Utility District Developer Extension Agreements King County Final Plat approval King County Road Variance approvalal 11. Give brief complete description of your proposal, including the proposed uses and the size of the project and site. There are several questions later in this checklist that ask you to describe certain aspects of your proposal. You do not need to repeat those answers on this page. (Lead agencies may modify this form to include additional specific information on project description.) 1 The project proposal involves the subdivision of approximately 4.4 acres of land into 25 single-family residential lots, a minor access cul-de-sac 26-foot-wide private access tract, a wetland buffer tract,and a stormwater drainage/park tract. 12. Location of the proposal. Give sufficient information for a person to understand the precise location of your proposed project, including a street address, if any, and section,township and range, if known. If a proposal would occur over a range of area, provide the range or boundaries of the site(s). Provide ailegal description, site plan, vicinity map and topographic map, if reasonably available. While you should submit any plans required by the agency,you are not required to duplicate maps or detailed plans submitted with any permit applications related to this checklist. The property is located northwest of the intersection between S.E. 184th Street and 124th AvenueP S.E. It is located within the Southeast quarter of the Northwest quarter of Section 33, Township 23 North,Range 5 East,Willamette Meridian,King County,Washington(King County Parcel No. 332305-9009). SEPA Checklist lc-ckl-SEPA.pdf 04/01/20105 11699.010.doc[BTM/tep] Page 3 of 17 TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY B. Environmental elements 1. Earth a. General description of the site (circle or check one): Flat Rolling Hilly Steep slopes Mountainous El Other b. What is the steepest slope on the site (approximate percent of slope)? The propertyslopes from the cpntral portion of the parcel toward the outer property lines. Slopes of approximately 14 percent are located in the southwestern corner of the parcel. c. What general types of soil are found on the site (i.e., clay, sand, gravel, peat, muck)? If you know the classification of agricultural soils, specify them and note any prime farmland. According to the 1973 King County Soils Survey, the site contains Alderwood gravelly, sandy lom, 0 to 6-percent slopes (AgB), and Alderwood gravelly,sandy loam, 15-to 30-percent slopes(AgD). d. Are there surface indications or history of unstable soils in the immediate vicinity? If so des Inbe. The applicant is unaware of unstable slopes onsite or in the surrounding area. e. Describe the purpose,type and approximate quantities of any filling or grading proposed. Indicate source of fill. The site will be mass graded using on-site materials to accommodate the proposed housing, roads, and tormwater facilities. Cut and fill will be balanced as much as possible; however, if import/export of fill is required, it will be transferred/from an approved site. Approximately 10,000 cubic yards of grading could occur during and throughout the site development for lot grading, drainage facility construction,wetland buffer fill and mitigation,and road construction. f. Could erosion occur as a re hilt of clearing, construction or use? If so, generally describe. Erosion could occur due to land clearing activities during construction. Control measures will be implemented prior to clearing, which include SEPA Checklist Ic-ckI-SEPA.pdf 04/01 2005 1 I699.010.doc[BTM/tep] Page 4 of 17 i 1 TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY constructing drainage ditches, silt control fences, and sedimentation control ponds,if needed. I g. About what percent of the site will be covered with impervious surfaces after project construction (i.e., asphalt or buildings)? After full buildout, including new homes, it is expected that approximately 70 percent of the site will be covered with impervious surface as allowed by the R-6 zone and in accordance with KCC 21.12.030. h. Proposed measures to reduce or control erosion or other impacts to the earth, if any: Clearing will be limited to those areas necessary for construction of streets, building pads, and utiilities during the development stage. Installation of facilities as desllcribed in Section 1(f) above will be implemented during the construction phase. 2. Air a. What types of emissions to the air would result from the proposal (i.e., dust, automobile, odors, industrial wood smoke)during construction and when the project is completed? If any, generally describe and give approximate quantities if known? I The use diesel-powered construction equipment will result in some transitory air emissions during tthe construction extending for a period of approximately 90 days. Following the completion of the project, air emissions will be due to vehicular traffic and future resident uses of vehicles. Some wood smoke can be anticipated from the wood-burning fireplaces and during land cleat ing operations on a limited basis. All of the above-stated potential emissions are typical for the construction and use of the residential lots. b. Are there any off-site sources of emissions or odor that may affect your proposal? If so, generally describe. Off-site sources of emissions include single-family residential uses and existing public streets in the area. These sources are not anticipated to negatively affect or be affected i by the proposed project. c. Proposed measures to reduce or control emissions or other impacts to air, if any: Under Puget Sound Clean Air Agency Regulation I, Section 9.15, contractors will be required to take all reasonable precautions to avoid or minimize fugitive dust emissions. These precautions and control measures may include street cleaning to prevent dirt, mud, and other SEPA Checklist Ic-ckl-SEPA.pdf 04/01 2005 I I699.010.doc[BTM/tep] Page 5 of 17 TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY debris deposits on paved roadways open to the public. With such control measures in place,the potential for off-site air quality impacts is small. All applicable EPA and DOE standards governing air quality relative to the construction will be followed during the project development. 3. Water a. Surface: 1. Is there any surface water body on or in the immediate vicinity of the site (including year-round and seasonal streams, salt water, lakes, ponds,wetlands)? If yes, describe type and provide names. If appropriate, state what stream or river it flows into. Portions of two Class II Wetlands are located on the western portion of the site. 2. Will the project require any work over, in or adjacent to (within 200 feet)the described waters? If yes, please describe and attach available plans. Several of the proposed lots, a portion of the storm drainage/park tract, and portions of the mil-de-sac will be located within 200 feet of the Class II Wetlands. 3. Estimate the amount of filliand dredge material that would be placed or removed from surface water or wetlands and indicate the area of the site that would be affected. Indicate the source of fill material. No filling or dredging is proposed to occur in the surface waters. 4. Will the proposal require surface water withdrawals or diversions? Give general description,purpose and approximate quantities if known? No surface water will be;withdrawn with this project. Currently, surface water runs off the site from the central portion of the site outwards. Stormwater from the lots and roads will be directed to the proposed storm drainage vaults. 5. Does the proposal lie within a 100-year floodplain? If so, note location on the site plan.] FEMA FIRM Floodplairi Map No. 53033C0983F (see Appendix) shows that the subject property is located within Zone X, which is outside of the 100-year flood plain. SEPA Checklist lc-ckl-SEPA.pdf 04/01/2005 11699.010.doc[BTM/tep] Page 6 of 17 1 TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY 6. Does the proposal involve any discharges of waste materials to surface waters? If so, describe the type of waste and anticipated volume of discharge. The proposal does not involve discharging waste materials to surface waters. b. Ground 1. Will ground water be withdrawn or will water be discharged to ground water? Give general description, purpose and approximate quantities if known. The project proposal does not include withdrawal or discharge into groundwater. 2. Describe waste material that will be discharged into the ground from septic tanks or other slources, if any(i.e., domestic sewage; industrial, containing the following chemicals: . . .; agricultural; etc.) Describe the general size of the system,the number of such systems,the number of houses to be served (if applicable), or the number of animals or humans the system(s)are expected to serve. A public sewer will service the proposed lots on the subject property. No waste material is anticipated to be discharged into the ground. c. Water runoff(including stormwater):ater): 1. Describe the source of ru i off(including stormwater)and method of collection and disposal, if any. Include quantities, if known. Where will this water flow? Will this water flow into other waters? If so, describe. As depicted on the Preliminary Road and Drainage Plan (please see appendix), stormwater runoff from the project, will be collected in catch basins and conveyed in underground pipes to a single combined detention/wateri quality facility located in the southeast portion of the site. 2. Could waste materials enter ground or surface waters? If so, generally describe. i Stormwater runoff from paved surfaces, which may include residue , from petroleum based products, will be treated in the combined detention/water quality facility that is proposed for this project. SEPA Checklist lc-ckl-SEPA.pdf 04/0 /2005 11699.010.doc[BTM/tep] Page 7 of 17 TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY d. Proposed measures to reduce or control surface, ground and runoff water impacts, if any: A complete storm drainage system will be designed and constructed to King County standards (2005 KCSWDM), which will include water quality and flow control facilities. Detention vaults will store surface water runoff during storm events and will provide release rates similar to pre-existing forested conditions. 4. Plants a. Check or circle types of vegetation found on the site: Deciduous tree: alder, maple, aspen, other Evergreen tree: fir, cedar, pine, other Shrubs Grass Pasture Crop or grain Wet soil plants: cattail, buttercup, bullrush,skunk cabbage, other Water plants:water lily, eelgrass, milfoil, other Other b. What kind and amount of vegetation will be removed or altered? Nearly all of the existing vegetation located outside of the wetland/buffer will be cleared for home sites, road, park, and stormwater facilities. c. List threatened or endangered'species known to be on or near the site. There are no known threatened or endangered plant species on or near the subject property. d. Proposed landscaping, use o l native plants or other measures to preserve or enhance vegetation on the site, if any: The site is located in a tree retention area; the project will replant trees if required. I 5. Animals a. Check or circle any birds and animals which have been observed on or near the site or are known to be on or near the site: Birds: hawk, heron, eagle, songbirds, other SEPA Checklist lc-ckl-SEPA.pdf 04/01/2005 11699.010.doc[BTM/tep] Page 8 of 17 TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY El Mammals: deer, bear, elk, beaver, other Fish: bass,salmon,trout, herring, shellfish,other b. List any threatened or endange ed species known to be on or near the site. There are no known threatened or endangered animal species on or near the subject property. c. Is the site part of a migration route? If so, explain. The site may be part of the Pacific Flyway. d. Proposed measures to preserve or enhance wildlife, if any: The project provides wetland buffers and mitigation for wetland buffer encroachment. 6. Energy and natural resources a. What kinds of energy(electric, natural gas, oil,wood stove, solar)will be used to meet the completed project's energy needs? Describe whether it will be used for heating, manufacturing, etc. Electricity will be required to provide street lighting, interior lighting, and heating within future homes. If natural gas is available, it will be extended to the property to be available for heating and appliances in future homes. b. Would your project affect the potential use of solar energy by adjacent properties? If so, generally dscribe. No, the project will not affect the potential use of solar energy by adjacent properties. c. What kinds of energy conservation features are included in the plans of this proposal? List other proposed measures to reduce or control energy impacts, if any: Future homes will be designed to comply with Washington Energy Code for insulation, glazing,etc. SEPA Checklist Ic-ckl-SEPA.pdf 04/01/2005 1 I699.010.doc[BTM/tep] Page of 17 TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY 7. Environmental health a. Are there any environmental health hazards, including exposure to toxic chemicals, risk of fire and explosion, spill or hazardous waste that could occur as a result of this proposal? If so, describe. The applicant is not aware of any environmental health hazards associated with the site or as a result of the proposed project. 1. Describe special emergency services that might be required. Typical emergency ser ices for single-family residential subdivisions will be required. 2. Proposed measures to reduce or control environmental health hazards, if any: This item does not apply. b. Noise 1. What types of noise exist in the area which may affect your project i:e., traffic, equipment, operation, other)? Noise levels in the area are generally low and relate primarily to single-family residential uses and automobile traffic from the adjacent roadways and nearby school. These are not expected to affect the proposal. 2. What types and levels of noise would be created by or associated with the project on a short-term or long-term basis (i.e.,traffic, construction, operation, other)? Indicate what hours noise would come from the site. On a short-term basis,noise levels may increase during the day due to operation of construction equipment for the installation of utilities and construction of roads. The noise impacts will be transitory and will be limited to daylight hours. On a long-term basis, the noise levels in the area may slightly increase due to the addition of 24 homes. 3. Proposed measures to reduce or control noise impacts, if any: No measures are proposed to reduce or control noise impacts. SEPA Checklist lc-ckl-SEPA.pdf 04/01/2005 11699.010.doc[BTM/tep] Page 10 of 17 TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY 8. Land and shoreline use a. What is the current use of the site and adjacent properties? East: Single-family residences West: Covington/Maple Valley No. 1 BPA transmission line easement North: Single-family residence South: Single-family residences b. Has the site been used for agriculture? If so, describe. The developer is not aware of prior agricultural use of the site. c. Describe any structures on the site. On-site structures consist of single-family residence and several appurtenant outbuildings,all of which will be removed. d. Will any structures be demolished? If so,what? 1 The single-family residence and all appurtenant outbuildings will be removed. e. What is the current zoning classification of the site? Urban Residential, 6 dwelling units/acre—R-6. 1 f. What is the current comprehensive plan designation of the site? Urban Medium Residential,4-12 dwelling units/acre. g. If applicable,what is the current shoreline master program designation of the site? This item does not apply. 1 h. Has any part of the site been classified as an "environmentally sensitive" area? If so, specify. Portions of two Category II Wetlands are located along the western portion of the site. i. Approximately how many people would reside or work in the completed project? We anticipate that approximately 50 to 75 people will reside in the completed project after all 24 homes are constructed. SEPA Checklist lc-ckl-SEPA.pdf 04/01/2005 11699.010.doc[BTM/tep] Page 11 of 17 i TO BE COMPLETED BY APPLICANT 1 EVALUATION FOR AGENCY USE ONLY j. Proposed measures to avoid or reduce displacement impacts, if any: None are required. k. Proposed measures to ensure t11e proposal is compatible with existing and projected land uses and plans, if any: The proposed development is consistent with existing zoning and Comprehensive Plan designations as it provides urban infill development and meets all of the density criteria of King County Code. 9. Housing a. Approximately how many units would be provided, if any? Indicate whether high, middle or low-income housing. There will be 24 residential lots created for 24 detached single-family residential homes within the mid le-income level. b. Approximately how many units if any, would be eliminated? Indicate whether high, middle or low-income housing. One middle-income level residence will be eliminated. c. Proposed measures to reduce or control housing impacts, if any: No additional measures to control housing impacts are warranted. 10.Aesthetics a. What is the tallest height of any proposed structure(s), not including antennas? What is the principal exterior building material(s) proposed? The maximum height of structures will not exceed 35 feet as allowed by the R-6 zoning. Exterior materials and colors will be consistent with those used in surrounding residential communities. These will probably include wood and/or vinyl siding and trims,and composition roofing. b. What views in the immediate vicinity would be altered or obstructed? None. I c. Proposed measures to reduce or control aesthetic impacts, if any: None. SEPA Checklist lc-ckl-SEPA.pdf 04/01/2005 11699.010.doc[BTM/tep] Page 12 of 17 TO BE COMPLETED BY APPLICANT, EVALUATION FOR AGENCY USE ONLY 11.Light and glare a. What type of light and glare will the proposal produce? What time of day would it mainly occur? No significant glare is anticipated to be generated by this proposal. Building materials to be used are not reflective. Required street lighting and house lighting is not expected to substantially increase overall illumination of the adjacent streets or parcels. b. Could light or glare from the finished project be a safety hazard or interfere with views? No, light or glare from the finished project could not be a safety hazard or interfere with views. c. What existing off-site sources of light or glare may affect your proposal? There are no anticipated off-site sources of light or glare that will affect the proposed project. d. Proposed measures to reduce or control light and glare impacts, if any: None. 12.Recreation a. What designated and informal recreational opportunities are in the immediate vicinity? Boulevard Lane Park is loci ted approximately 0.5 mile southeast of the site. Renton Park is located approximately 1 mile northeast of the site. Fairwood Golf and Country' Club is located approximately 1.5 miles northeast of the site. b. Would the proposed project displace any existing recreational uses? If so, describe. No,the proposed project will not displace any existing recreational uses. c. Proposed measures to reduce or control impacts on recreation, including recreation opportunities to be provided by the project or applicant, if any: On-site park facilities will be installed during plat construction. SEPA Checklist lc-ckl-SEPA.pdf 04/01/2005 11699.010.doc[BTM/tep] Page 13 of 17 TO BE COMPLETED BY APPLICANT: EVALUATION FOR AGENCY USE ONLY 13.Historic and cultural preservation a. Are there any places or objects listed on, or proposed for national, state or local preservation registers known to be on or next to the site? If so, generally describe. The applicant is not aware of any registered preservation status on or near the site. b. Generally describe any landmarks or evidence of historic, archaeological, scientific or cultural importance known to be on or next to the site. The applicant is not aware of any historically significant landmarks on or near the site. c. Proposed measures to reduce or control impacts, if any: None are proposed. 14.Transportation a. Identify public streets and highways serving the site,and describe proposed access to the existing street system. Show on site plans, if any. The site is bordered by S.E. 184th Street to the south and 124th Avenue S.E. to the east. The proposed project will construct a cul-de-sac and private access tract to access the interior lots. Lots adjacent to S.E. 184th Street and lots adjacent to 124th Avenue S.E. will access directly onto those roads from shared driveway easements. b. Is site currently served by public transit? If not,what is the approximate distance to the nearest transit stop? King County METRO Route 155 stops at the intersection of S.E. 176th Street and 116th Avenue S.E., which is located approximately 1 mile from the subject site. Please see the enclosed route map and schedule in the Appendix. 1 c. How many parking spaces would the completed project have? How many would the project eliminate? Each lot will provide a minimum,of two off-street parking stalls. No parking spaces will be eliminated as part of this proposal. 1 I SEPA Checklist lc-ckt-SEPA.pdf 04/01/2005 11699.010.doc[BTM/tep] Page 14 of 17 i TO BE COMPLETED BY APPLICANT! EVALUATION FOR AGENCY USE ONLY d. Will the proposal require any new roads or streets or improvements to existing roads or streets, not including driveways? If so, generally describe (indicate whether public i or private). The proposal includes the construction of a public cul-de-sac and a 26-foot-wide private access tract. Both S.E. 184th Street and 124th Avenue S.E. are designated as urban subcollectors and the project's frontage improvements will in.lude pavement widening, sidewalk, curbs,and gutters. e. Will the project use (or occur in the immediate vicinity of)water, rail or air transportation? If so, generally describe. No, the project will not use or occur in the immediate vicinity of water, rail,or air transportation. f. How many vehicular trips per day would be generated by the completed project? If known, indicate when peak volumes would occur. The project is expected to gene ate a maximum of 230 vehicular trips per day, with a peak hour vole me of 24 trips. Peak hour times will occur during the day,generally between 7 to 8 a.m. and 5 to 6 p.m. g. Proposed measures to reduce or control transportation impacts, if . any: Construction of the on-site cul-de-sac is in accordance with the 1993 King County Road Standards for right-of-way width and improvement cross-sections. In addition, it is expected that the project will pay proportional traffic mitigation fees in accordance with King County regulations. 15.Public services a. Would the project result in an increased need for public services i.e.,fire protection, police protection, health care, schools, other)? If so, generally describe. As typical for single-family lots, the proposed project will result in an incremental increased need for fire, school, police, and other public services. b. Proposed measures to reduce or control direct impacts on public services, if any: Long-term impacts and the need for public services will be mitigated through the collection of tax revenues that provide the primary funding mechanisms for these services. SEPA Checklist Ic-ckl-SEPA.pdf 04/01 2005 11699.010.doc[BTM/tep] Page 15 of 17 TO BE COMPLETED BY APPLICANT; EVALUATION FOR AGENCY USE ONLY 16.Utilities a. Check or circle utilities currently available at the site: Electricity Natural gas Water Refuse service Telephone Sanitary sewer Septic system b. Describe the utilities that are proposed for the project,the utility providing the service and the general construction activities on the site or in the immediate vicinity which might be needed. Power: Puget Sound Energy Gas: Puget Sol and Energy Telephone: Qwest Communications Water: Soos Creek Water&Sewer District Sanitary Sewer: Soos Creek Water&Sewer District Utility pipes/mains 12 inches or larger in diameter will be installed within or beyond the project and/or nearby rights-of-way as necessary to serve the proposed development. Utility installations that affect sensitive areas will be mitigated as required. SEPA Checklist lc-ckl-SEPA.pdf 04/01/2005 1 1699.010.doc[BTM/tep] Page 16 of 17 I C. Signature The above answers are true and complete to the best of my knowledge. I understand that the lead agenc is relying on them to make its decision. Signature: Date submitted: G c i SEPA Checklist Ic-ckl-SEPA.pdf 04/01/2005 11699.010.doc[BTM/tep] Page 17 of 17 SEPA APPENDIX Vicinity Map(Ref.Thomas Guide,page 656) Reduced Boundary and Topographic Survey Reduction of Plan Set(8%z"x 11"no scale),including: Preliminary Plat Site Plan(Sheet 1 of 2) Preliminary Road and Drainage Plan(Sheet 2 of 2) King County Soil Survey(Excerpt) FEMA FIRMette Flood Plain Map(53033C0983 F) METRO Bus Route 155 Map and Schedule I Vicinity Map Alder Heights a`. x E 1 t.,ra z -1+:l_',c,,, 1 R a,XP a*°d `- M:u a • r?U • li: iL tti: 6513' „ ! 5£ y j 172 i t tx .35a0 e d hD w jl t 7 — .tw 122 Q:PL E'113R0 ST 5't 1'1(R 5 nti .. y T`.\ 1lgy ,SE , ;K'';- I2StQ ' g 5£ 1iisl" PL• {'S. , u`', rvc a of 'S d 11LN" •¢ SE' 175TH.Q I w N D' Sf.I .". SE' 176T K pyl`'K : q;:'. r3'n`,1;:H, S T i'- • 4... • 'v i w 175' • a eix a t Li,",_ ,f--I L.i E u1H .ST: E:1JS W P-- = LEI G SE 17' ' PL c 'x;x si SE sl y Yd`n`C' T'18 7Ca11SESE' 1"SE 1 7g7N' L t'-S s r STea SEPi.. w 184TyA.H'` 7., sE• -syF 1807'r. 31 7-=T'w y3SSsi5T w, y+jam•.I- SF. m _I'."',..;..,‘rt;r: j sr SE=~i .r'F 82 a tai••i'Ca1.1;.E x•sL SE:83 r- PLT,;•-•y t Y y r, 1, .S s Fa`` SE`• y: 1, r 1 2N z:S o:P' o see'"a t a 3 F :7I ram 3 t S Et N 1 rfSE`I r5. 184 F'TH`'1'SI"- 84 FI."515, 7" d'S `S„Yr(i,• d'f, d as ':LN - 5 Pd ST: l sJ rc l fr,-8 H` T`1'T 1'.i 3: 1va CT r S Tye 3 v,,k.,ua... =:.: 1 ._RL-S^:...-,..._.=_. :;::_:..._:_ ., s ST yp,'" a a•"- -.. 11-,-PL-`_SSE- 7tf, r ny ram 4l1Iu7TI1" It SE 1, s, tij.Z Fr'. L` a11C7TIiCT„ '' Q' 1 J o""..•N Sr 1 ' to `H aY3a h Al v, iA.' ' 188TI{' ST•s' y`' SE" .Q `JfJ'" c^,, cT.:';: 'EtTM c'"_ .",'' SE 3` s: ts a"` ,jai" e:"iE ir nl - r SE;.tp, m Sh, Ir-i CTII S7 . sE' • m 1/.. SE K'LI ,` S .. lai.SSh} ., rL SE.1 St` tea,E _'t,; J Ie1r' l¢ ,Q S£ w i'"vi"`'x' .3 7'x n PL r,/\ y ti Sc` t7N ryry / a:' -_I SE 1.OTIh'PL• tr r>,S _ z II' „" t J f_[ w'I"4::," a t. r.tso ce, J s•a `.1x S 9 N .2 = J E r-Li'> sr s `-'r^ ^"'a';x•3t. 114+a, ex y,gm;,'': ..P1 R,K' cQx 1J3 $ z ` s H• a. ' .. -- i Hs RIDE' W o ' •200 TFmasBros.Maps r . t N e a .y , •.rG:'i-° r. +;,.i"S'N SOURCE:THE THOMAS GUIDE,USED WITH PERMISSION P:\11000s\11699\exhibit\v-map.doc I epaeOrayaa 00a bEl,,[\ m v2 .yr {. z i ii U owSSWN „03.9 3NfNOI31dVW Nodal a ei e life iA ,,..-' :0I 'rilg i1 A n 9 [ qua_ Y+ a r ..r:= r 6 .1 1 ' 2 1. _.rb yY,` / c,1 Jar •a- \„ gi\ \, \; 1``y„ @. i il ',?j'.'.44.i, J io ,...‘ \ \!', • 1 "0_4 ,-,, A4,,- I16., 6l 46Aatt 1rr a7! tCl_ YC?1 K K R/° ..1 ,'Lh!.i31. II d 'Jl f l 66 I ' Va3• - 2 ar,£),;c c\\ f"1 L'----. 2)(,);,, i d+ rigp.i ,\C. N!, : \ \ i tl I Its 5 f a4 1 •I \ `N\, ` 1 \ _l i 44 y . fr,at.q\ ,\a ,b"9`, I1V ` .. Ala pet. 6! s 6 as a !NJ e Al.,. t- y=_ Hi AYEflUE= E&' a s' ;r; 4',•",;;,, t;r "' iiAAp ` - - - a\ is a::t• {.. _, -., \ I_ Yw 6 5E s ant- a9-B of Li 1? Q F F' A P ~ ? 35 J Y 141 PIIH!I!IU ifli!II I11111f112flIP4§al ;' E 1 SwliAli 1 °; _ ` ebb : 9 : xl ! Ili : 81 P1I1lipli :11 2 $ € 1 ! i;.Fa14 .Fad' A a q/ R 1 4 Y, i'Awg 911 f3 la Ial i i i dii'i S ZgiPAY " m3 .gf ' " p $ 4t -1 d — V!Agi s la I 3 z E RdfP Y f R 9 P s A as i; ! fig@ s 4 5 3 a1 :iO :!1! :d l i it a 1 ! dim 1R 1 ;i iii;a 1 1 .1 1 Y x P € €a R Pa A R R 1 3 . 3? i@@ R iie BAGLEY PROPERTY I..,].r I..I...I a... x... QGH406. 18215 79N0 AVENUE SOUM Far: Tides 11899 J. V• t, KENm,WA 98052 o. w,.,.. NORR18 HOMES BOUNDARY AND TOPOGRAPHIC SURVEY I; jug_ FAX 6222 a...r " a° 10518 172nd COURT S.E. PORTION SEV4 NWV4 SECTION 33,T23N,RSE,W.A. an oc.mac uao nua a a r- " K RENTON, WA 98059 KING COUNTY. WASHINGTON 1 1 `'te..•r`` r sotRrw oneatOUL mraas o.tne9. PRELIMINARY PLAT FORF: ;e;nx ALDER HEIGHTS P•50' A PORTION OF THE S.E.1/4 OF THE N.W.1/4 OF SECTION 33,TOWNSHIP 23 N,RANGE 5 E,W.M. hsD +° INN ST FKINGCOUNTY,WASHINGTON 2®® HD sr rl F W SITE 1111i 1mNsc lL N VICINITY MAP m a• NOTES: g6Q 1.ASSmoRy MOLL xuxBEx 01150.]-9009 gL-___x.srz ADME A 1e152 SE la.s.Rprtcx.NX 90a0B rpJ I 0 MOSS 50e 4¢S4....LRE5 a1 • J'/ J H 4 EX511No ICE SNCU-1AN4Y RE00PINL n 4 VXDPoSED USC 3hlOE 9M41C-SAuyv R[90EN1Ny NB WON 31 0.IPINC'R-6(:1PB4H R6NO.NL 6 LV/A0) i IFS my i. x.CONMSI01000 NIAN DESCNAT?t WRENR NEMO RE40ENNL C.:- yam I n.0.4-6 MOWED NNNW LOT x101)0 Je RV vAN 1y ?L_ p.l'- •I.11 i 9.01.2 LOT ARM.66,Sr 040 ' -/L - E„`/ '. 11W •Wyr`--_..III • I'J© 10.9R0[Or WORN 3.45 W/KRE l;.tii Yh 1 . tl.WAN.MOO. III I'P , '1P-J N0IPW.gk!FET DENSITY CALCULATIONS 90 :: c I F s I I II;'', j I 1.BULow9 000 wmnw:]5 rm fbe.AO) QRFANNGMNVI•f SOBOMLON OENSIR ANO f•.,Iv,,: 13.SOIL TWO AIO[R9:000 OMVLLV SANG LOAN 3pMxSOMCNaP.Xmv WORNSNFLff 2: b,...3 \g _-.- II .IA.J 1..60NRCE Dr BOUNNR'l,rMOGNMv 4VD NCM L ZW1 ION.DESNNATAN R-6 Vo y g'i, --- ` I„',} mu sNR.ErCo Br auaawisnt Q TR A'''`-%` ` 3-- p .r 9 I E SRC AREA t\ 0 ammo (`\ - ( p` WONT.END:x(FAS,WC.MR9,:006 y i`i;l UTILITIES/SERVICES. U. 0ALORIBLEbASWNOUNIR16LORY - -/`----J--- --- 1= ROOM...) y- 1• 107----- I- '•1•.. rAl[P: SODS CO.WARP NO 5[KR P.m Z 1 IP - 4516 25 ONO STREET V SG6RNE ARrAS(i0.1Li U WS L. 1 m ../y/ ',•- 6L TO i :• {g, IO•NO REMON,WA 96°]6-91 __ _ _ JjI E'E'l((JJJ]]¢xx1 6 I!• ( I Ery41 d Uv)n]o-99o0-- uawvm MR..SR.O.Lors.]9D sr) 9sm SS. i / / / \ I Nei ) / I aWu, m Mro1 g111 AxD'"''''' 64iKataM&E1'G 144,221 sr..a19 AG rV' r ` - y. / / I{ MOMR.030-20124 mx-Iw9 W 5 HpGIXJ`i. 5n... 1 S, PowER/cAS: RUDEr SONelli aw.vC NCNRRNLWBN1PE0CE1N45EFSRr(65R)15 L. y M4\ NLC11411000) qt m-. • • 0•:w••„, ? l\12 l.__ I Ion)225-3273WA9605E TRACT AREA TABLE 4 I /// xi 'T `, f13 ', I i:4:R. S 1.7: 1 1 il n 51R[R 3 ^.Nyq 1 I +I: R.NRA03015 II)Y_ mot ws GILL LOr AREA 53159 Sr 13.IC A 1 fly f 1'1IIV / LOT AREA TABLE 1-- 2,I- '--` r.•, -- / II ILI L LOT 9 Ma(Sr.)1 LOT 9 AREA(Sr.) I VO'1'" ' J-•.,. .•\ '-7 : 8--Ta T D / iq I OWNER/DEVELOPER. nen eD 6139 II 30N rr- N\ I • MI r -' 4•y,. n\/ bTObID VP'/ r DRPIS.W60IG IINTO1C4324I , NNMU lABCN MYC yy EMER WAND.NA 9ee.0 p i91enuamoo„ ice' - I ,.I eLcisao'...s 88 0 i9 ]0,2 E ; I VI ' L I _. ::D[LGlpx eco 10 wn 1I . .' ' ] / -- ENGINEER/SURVEYOR/PLANNFB g5 xxl x: OM W.V.aumnw 0021.3,Nc.it .050 1] .11. I 1BF °A 19W32N[SOON 1 .G.x x. .,M OJ-' I 0Prv0uK IO1N LOT MG 11199E 61 1.59 O. I I 4 UJ 1' x5 x51-6xxx • g q n n I 4o.6)O6t6WN,0.WOLON N4 H... j LEGAL DESCRIPTION 23 ° g + ToGOO.M NC SONHE45T NARIEA M THE NORT.Sr WAPT6R O!SECTM]].r,awv u NMN,PAWE s EAsr,W¢UNETE NUNNN w lout COUNTY,wASN xmx. Ter.c Al NE 6ORIINUST=R0 M 540 IRUr Cx,4022 fbRHSNceNwRND.m•1.•EAST,uMG NE EASTERIr LN[n+wror,A Dsr,Nrz M.9D BUFFER ALTERATION TABLE 1prit.A oi e6+ srtCT; r____= eurEm PrwcnoN vPu 1m9 s r. vrTN[Ntt.TH 0.510-00'.6T A 015.Ce Or'05.00 Far TO INE EASTERLY liRN M I',.. e ssAllse ornHCTM mursu6sM L.RIGHT M woo, NONE SOON I]'4Yw-EAST.ALONG 5.0 CORM NINON,A OR,ANCW M 500.22 BIlNFR YAXE-0 AREA B56)Sr, r R1.UCE R(.ES1ERIY/ENO ZN0 504NERLT 0,Ow0025UPO>Rx0e BECNx00. , T d. 410TOLLOCTM91NBIITIP!R1 HIN I.I. COO INC 50O1,1]C FEET TRR-EM FOR.0.NSO IXCERT MT PoROM iNEuO!L.N,MN M RCNC r 0!WAY Of SOMWSr III. c.Slum C50 Imo Tor PoRI10N 1M4E0E LUNG WI NN WO RCM Or or 11.N AVE. 1! soumuL. PRELIMINARY GRADING AND DRAINAGE PLAN FOR iifi ALDER HEIGHTS 1.-50' A PORTION OF THE S.E.1/4 OF THE N.W.1/4 OF SECTION 33,TOWNSHIP 23 N.,RANGE 5 E,W.M. MKINGCOUNTY,WASHINGTON n di Q H kg NORTH VAULT VOLUMESV. 144 I y I 0 N CONSERVATION FLOW CONTROL. W r WI(WATER E••420.1 qI> p5 OUM 6E AB.O E rtpp, 24'\ 1 ,rjrNI 90TTOY OF VAULT EL•a12.0 1.1", STORAGE REWIRED•30275a CF STORAGE PROVIDED•*32,800 CF0QW.30+¢_- WATER OUALRY _ per— J w _a-,_ r1. 4, -- MC WATER QUALITYN _ Ai, w..c III f.•u.r•,na ea VOLUME REQUIRED-35,749 CF pi A 00 VOLUME PROVIDED•324,000 CF I- f 14 41 .'+' 1•SmIMEN7 STORAGE) i. 1'ki R me1J I v.,..!'.1 B Ta 1- „d B SFw '1M,DR NRP 7 .. II I.. i i iTE pFI I 3 1 QI so 1 /i' // --- ,- ,:iii 0 Q' ljl 1 ................. __ s. i ; 1 -?I E' sT.,p mfR w,ii u A' 8a,_ ` mil _ m IIIN;n i.IA I II 4.- ii3r us Iv., O Rrvrz Oxen TRUT F1'.44. ,•i a it I` 1.'-.! >," j l r1_` tY-./ ,/ rr'} P` i icIf.m 'e n s — J I I i'.ti mm iTD IS I : i :.: e-•":-c'p_ 't .., OBIT\r. ' I Xti`7 ^ - i• \/'s,Da yr _ •y aRN•,as...l1m JLm.ot 6 QpISI CEMNf CONCRETE 3'LL :: ' ===I 3II4f y 1Jsr},m w S.coo.RfO Or.MAID NOCK solocmD 9 Tf NUnfE} x Arz yp yRpm. h. 9D ''''.' .. maJ y J/ Vac mom ,> v pOIMNLL ixGrYM WT Bf NWVNw OwII,DwO W 9093 COrAnp,S O 9 aAn1.,.N- 8 a CQSpyc„ Y, O IY v M-„3:1 w xJNO COIMtt RCAp Sf.N0AL5 sfCMx l03 ssT """''•. '. 62 TRACT B-26'Private Access NOT TO SCALE SEAMS Q M.,Of WAY ON 0 MIRAC1L YAWN wLF Rry ll%% G I BosorZr SOUTH VAULT VOLUMES nFTFNCON Cr.xpVG,¢I, nOEv'Aw CONSERVATION FLOW CONTROLf V..—iX-.!.. 00 Ia aZ, ,;2(`H 1.l I, SB II' 11. g '.MAX WATER EL•a19.0 I ryBO},,YJ.`p `S,E%.'F` i;Cj OUTLET I.E.•413.1 Ru•a•0 .. wM ` ``yo s Viy oQ BORON OF VAULT FL.409.1 DSTORAGE REQUIRED•325,920 CF 1 I 4 a4yn0.o STORAGE PRONGED•325,000 CF fbG•_ oy QLaWATERQUALITY wSN A BASIC WATER OUAUIY 2•CWRACTED DOWN CUSS'S.AGRMN3 CONCRETE OAVEYw, I-'•. SCAIOR0 EEMRS D»3 5'rHcx Cwfx,cONCRCTE 1-I/R•COISK,w OEM MOM NM SWAp0O TOP CWRSEtstamVOWMEREQUIRED35.089 CF ARMAtF Rw RCRS O-9D VOLUME PROVIDED•*12,535 CF CEMENTSuICALrz S•CONR!LTED KM CRV31m ROCS 008800 W ELSE 000800} µ OIl rz IDM J+ i Ru rtc,aR• 1'SEDIMENT STORAGE) ROE1E0RB PO TRFRxENT NAT BE 000008D OERNOxO ON SOU 00400T04S URBAN 3UBCOIIECTOR s¢xC000,NON 3-t03 mwrT RD.D s.+m.R00 961NN.d3 NOT TO SC. ROAD A—Minor Acceee P1 NCO TO SCALE' 1 NI I I soft suRvEy King County Area Wasliington I UNITED STATES DEiPARTMENT OF AGRICULTURE Soil Conservation Service in cooperation with WASHINGTON AGRICULTURAL EXPERIMENT STATION Issued November 1973 I SOIL CONSERVATION SERVICE I KING WUN I r AKtA, SOIL LEGEND 4, The first capital letter is the initial one of the soil name. A second capital letter, A,B,C,D,E,or F, indicates the class of slope. Symbols without a slope letter are those of nearly level soils. SYMBOL I NAME e AgB Alderwood gravelly sandy loam,0 to 6 percent slopes AgC Alderwood gravelly sandy loam,6 to 15 percent slopes AgD Alderwood gravelly sandy loam,15 to 30 percent slopes AkF Alderwood and Kitsap soils,very steep AmB Arents,Alderwood material,0 to 6 percent slopes• AmC Arents,Alderwood moterIal,6 to 15 percent slopes* ' An Arents,Everett material BeC Beausite gravelly sandy loam,6 to 15 percent slopes t BeD Beausite gravelly sandy.loam,15 to 30 percent slopes 13er nu-du:site.gravelly's,,dp :Ci..:i, C:6.'7 p:.K..i:_;loj,vo Bh Bellingham silt loam Br 'Briscot silt loam Bu. . Buckley silt loam S Cb coastal Beaches S S S E i E f F 4 i I Ea Earlmdnt silt loam Ed • Edgewick fine sandy loan EvB Everett gravelly sandy loam,0 to 5 percent slopes EvC Everett gravelly sandy l•oam,5 to 15 percent slopes EvD Everett gravelly sandy loom,15 to 30 percent slopes • EwC Everett-Alderwood gravelly sandy looms,6 to 15 percent slopes InA Indianola loamy fine sold,0 to 4 percent slopes' _ InC Indianola loamy fine sand,4 to 15 percent slopes • InD Indianola loamy fine sand, 15 to 30 percent slopes KpB Kitsap silt loam,2 to 8lpercent slopes KpC . Kitsap silt loam,8 to 1 percent slopes KpD . Kitsap silt loam, 15 toj30 percent slopes KsC Ma NeC Klaus gravelly loamy sand,6 to 15 percent slopes Mixed alluvial land Neilton very gravelly loamy Bond,2 to 15'pcent slopes Ng Nk No Or Newberg silt loam Nooksack silt loam Norma sandy loam lamas peat IOs OvC Oridia silt loam Ovall gravelly loom,0 to 15 percent slopes OvD Oval1 gravelly loam, 15 to 25 percent slopes OvF Ovall gravelly loam,40 to 75 percent slopes Pc Pilchuck loamy fine land Pk Pilchuck fine sandy loom Pu Puget silty clay loam i Py Puyallup fine sandy loam RaC Ragnar fine sandy I I m,6 to 15 percent slopes RaD Ragnar fine sandy loam, 15 to 25 percent slopes RdC Ragnar-Indianola association,sloping* RdE Ragnar-Indianola association,moderately steep"! Re Renton silt loam I i Rh Riverwash 1 So Salo!silt loam Sh Sammamish silt loam Sk Seattle muck Sm Shalcar muck Sn .S1 silt.loam So Snohomish silt loath ' Sr Snohomish silt loam,thick surface variant Su Sultan silt loom I Tu Tukwila muck 1 Ur Urban land 1 1 _ Wo Woodinville silt loam The composition of these unfits is more variable than that of the others in the area,built has been controlled well enough to Interpret for the expected use of the soils. Soils Map Zoom 1 --,--3.,;.:.5-,-.,...,--;.,Q,,,,,-,..;-,iiia.....r./:-..i*:;_77.4.1..-..,...-.7-• " . ; ow 1.,- , -.% '''. .-:,r."A; , - J.,?:,•,..:2,7,..: 7;°"",..,,.. 1-. 1", i 4÷,T1'og:.:,5'4,-'`',..*:,'N'‘' '''p... ";Cf•...;;' 11? br . 4,,,.•• LS:i,„. wtY, N): fr:.,;; V:':•••!; V: e". • „‘ Itti V.103i:ti".i..... 0P#4(igt, 11*.b, . 1.'41:, ,;*'', 0IN11, • * '4,,,',.. •''p w- ''•"::-'•;,"wr V""•• •' ...mt. ,,,--J. ' itr,...5':. al...:0.... 1,/. yr j'r,a'a. / 0,...WM.°. P** a: t4q1.15.414 .11'. i: to.j . -f• 44k*r•:..:•LerY. 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'- -o* Y ''',52'' % ti, '''''- ''OF MA, ,.." 2 • a .. .11. I i`".5.••• ' ....fdd•ii1.•:". ••i • 7-A!4 ••••:,-:1?;,7„.,...1*,,v' t,,,W!•.;.;-(141 .,,, . kt,- .. _-itp,,,,,- _, ,,.,.•,.; ...,,,4„, 1• ' 4. ,••;,;,e ...„'; 11, il •,,,, ..,..f.,,,,..krr. ,,e' _,,,,,.. r It - IN,, : ...i.;.,:r.,.•29.ss.,.-,..,.. . 4'47•C A:sfx 3,1,-.4.Y -,:.. ;;::4.:;-,. 1:,1,-(..i,-.,.'..--_-.' z..., 4,,_-Ili; -11- 2-1A,ip.,. ,'- - # ,-::,4 LI 4.,?..7'.;-:-•_ ..:.:. An Noll ' 1---lo. -4?-W2-v•s . . . , •i1.'. '....1-1, ,, ,,......., , i .— , - ..-.-..... •1 3 i ' 1 ' ' ' iii 4 r- .4. ,. , . i• '''.,..'p.,".- .., ' 7,P„)...,,"4.1 :T..4 ..,..vm itlf. A ii, , . .? 7A.':.,i,.,V' ..',s'" ik *,-;47,11'.-.:*:.: .' : ./.. ."- . ' It:'-'''. '. .. e -,"•'.. f-• .P.-,-;-,- r "':.P'''.;,..4:' 1 - N.TAV.,..' I' . .1 •-:...ri.•': ..0 # i 41r 0 t.. ,,,,..„.; , ,.. . .....,.....9,,rt,,•, . ":"... :::',...:4•5:,,11' •••••),,,,,'....•'., ill.'• a •- .,••-- -- .••••• %-.',11•. '',...%-.•-..' i. -• • '-:*:' ' • ill 111 i •t ....1 i .... 1 r, 011111 II • lik * al, . 11.4>;-%,„:11:- 9 '09 0 ii 4 1 .:',,,,,,--':--":4,-?1 100 ii.gis to Li :,,tiosiiir ii * ii 5:c•,, -.iiIIIt.; 0 ii I . ,, 40949114,46i --- 1•A a a 11 a i 1 1 U.S.DEPARTMENT OF AGRICULTURE SHEET ND.II SOIL CONSERVATION SERVICE KING COUNTY AREA,WASHINGTON MENTON QUADRANGLE) A21.Y aL U• ro I do I]TO)3P Atv.A•Y! A..c U a_raasa,,f 1 Y r a i 7T .,.ec.•-e+ qy a+Ya f • y 7".u.rm-nyc v zrav tgl ,.- 1.,.. ,, , . iiu t;# 1 1,,.„ow, iV [iota T i ' l YY s,m G, 41r Y ,Y Iv 1 3 fi 677 . Iol I1,F ^,. 'E SI { S 4 S t i ilr..A"‹. Ti II i` i 6f,,a „1 r r r r s At,---.4,.,i,., ,...70,03. z,,...4. me.,i.,52t20,_.saitasta,„ w, • ,3: E1 IVVi`I0ll k:/ilosrg pc.,elf.....,,,,,....iv,*,..,, it r' t . ' to;. T fa13 :•- a 5t Q>d/ 4'7 k r.r.",r`i'c i.zy" rill;p 4ilari4y 49i ra i I air• r 4II• ff 7. t'4 S„ u` fvcS 1Pcr A kF ' fl 'u s S' '.er f.C I. )wa o'vti'.1 <3"" a'• d tic• mkt C yY •Az x"''•t k•'` f V tillikii7,, rjffilligirolii/ilt,telazI.,A-1.-..r) --.. ,-...,-7,---aN, k.,,,-,-,.,,,..,w1ktv,v,004.\\\17-0,44.)itt 40i i g; ,I,V.'01**1-"-, . •••,&" ,1', ..'..t.v.p\'0.-.. vp,1A,,,,,„,--z1.:,:z o4.,_.,,.,,,sip.,,i.V4,1*--,,iii ivaisvino-ortgt; --14-0 A,'411;'.:.;14)'----7..':. g"VA)r‘,":641. 4r."4$12e1 KV ii---,i„;,4 rp. 1 littihtitiv„-, orAtilk..x A.;,...._ ,,,,\...,„:1:-,-..t. katoili, ,tri--_-,-,-„-=1,,.--_-:., ijpi---a; -. 1,!----:n ay ,., vir G.-,"4-:,„"'2, .0146- .,,,, '1.. .,..,..4.T.,-,.. 14,,-../ >?...: -,• ,-,1 f qua- N its Am.-J.&]]3G'I) I I•4 -! lei' 1414,:-.,: ..'.''4,` 1 1r.43/' r vtv:may_'tII..:- 1,.,‘,00,„..,..f... c..„„mi4. .hisirrprip. wai,. s.s... ...."fti.1 t 4 . 1" :-....,',.. .".i.!;,:,". 4%, drag -.1,,,!-.,„.4. "II,..... iV 14 mow: l s arw%'t_ , fEaviv,A.4\:= 0,,,# I L.•v.A•• J;. z _ Ir:q:ei i. (?; ` t — x,'1sa,, 013-Lag. fc r ..,4 ,r,, 1 m1 _A to. '.., w , aim, pi n: , pm 1'fir # \. I6 iL I wFk .;<< ;R, i'y' A" _` 2LS. 9 ®.H %` !',?`', YI r ,.t:h\r.-- Ee,,, A''' =,• s' "K, L.S. µ L f if I if:...' rt a•i ssE I'""n_:' v. ':> Qe; ri1.,n i eF t .. f' t,; a" 7.•)-:°t: l.:;./ `'7 R"8`.R Lr• -:• •'r3'J'::.`$=i :'1,'ix .; g t•` r di:. ,, ::: ^°' Q .If"°`- v." < '.l',;'%c} itGIlil '" 11.-- r''V I4 _ s " q. ; Y N. f94 1® y 11 2 1tiI 1.f, ! :: 11/4...II 41 li- --nii, -..itibilmak vel:'...k.,.. iiiiaa.k.'r_.-,, ,,,t.,;:-..:,.-,: i.,- ‘.:.:* . ,-.J.;1 litom, kr r'N'. ,''2.'. ..zi IL Is'La 4 ifi 7. ; 1i rri rl• fib :L111n411:411f...\:21'k. .. • Iv it ,ak1kil1 .3 1] 'uW)F4 .!L ';c!!v4., 6 ,P1111211,6'• I*ki. 2410- 1115ivilm- .:. .. .-:. %,, : .A visrAN . .,2...... ,., ii .. 111.' 4141 1 —1111„,,,_•€:,_.. 5,'!„i km-intik-ilk -; .:-..".• !: • ..-{)i.k Nue-t. .2.,.... L.,..... lt, II I - iltaNAL- TN-irfi M %Ow . ,..•••• . '• - LI At vit.,...7i. ..:-. -.;,flit rigitg1- IV IN Ifrigirla i/1 ag,,..., iii,p,v_tift .:,,,‘ t 7, :,. , Ai ,.....• ..__, ,.... .. ,tti ter 1 Vii ‘ Apritt ik,, ...:\ 1•. ,. r:*zii : p 1 m.. 4,,lF,3'", h. cif • '., ! 1 '• pa I. .')• r.i. , _ ..oa n g ,ail; • .., 20 tikskwyr6..,. ,,, c. -A, .v.,.,....,..yy lh.mumoii 1 v r. i,,.."` ,ht, Z Y' ) y A t ilk „ 4.; I' .,.... 6 ,-, nmw io `\4 4iI. lty 1• V• j'.'0 •;i ' •;'_\\ S' mi r6 M°v ''.%°: . I i C' . ..'1::. t 122 "m T,o„••,...d•sal N.m.r•u,s,x..o m•a aiim... n.,.M)vn DrUS.-w,r... we.p,r.un.itl s.u.v..•.,.n,•,` aew o wuitl Irmo 50 e;,w..sri em...•.s.,+.....w om . euoo s,ks f.Am,..a...e. Anksw.n u....,.s.« dm~... rd . 1 end*orN.w..Wolf.Wolf.AmericanAmericana,..on Washington mi... 10115 COUNTY ANEW,VA5H1561.K.„ SHEET NO.11 DESCRIPTIONS OF THE SOILS This section describes the soil series and map-. Alderwood soils are used for timber, pasture,ping units in the King County Area, Each soil 1 berries, row crops, and urban development. 'Theyseriesisdescribedandtheneachmappingunitinarethemostextensivesoilsinthesurveyarthatseries. Unless it is specifically mentioned otherwise, it is to be assumed that what is stated Alderwood gravelly sandy loam, 6 to 1.5 percentaboutthe.soil •series.holds true for the mapping slopes (AgC) .--This soil is rolling. Areas areunitsinthatseries. Thus, to get full information irregular in shape and range from 10 to about 600aboutanyonemappingunit, it is necessary to `read acres in size.both the description'of the mapping unit and the Representative profile of Alderwood gravellydescriptionofthesoilseriestowhichitbelongs. sandy loam, 6 to 15 percent slopes, in woodland,•An important part Of the description of each 450 feet east and 1,300 feet south of the northsoilseriesistheSoilprofile, that is, the I quarter corner of sec. 15, T.- 24 N., R. 6 E. :sequence of layers from the surface downward to rock or other underlying material. Each series Al--0 to 2 inches, very dark brown•(10YR 2/2)contains two descriptions of• this profile. The gravelly sandy loam, dark grayish brownfirstisbriefandintermsfamiliartothelayman.• 10YR 4/2) dry; weak, fine, granular struc-The second, detailed and in technical terms, is for ture; slightly hard, friable, nonsticky, _scientists, engineers; and others who need to make nonplastic; many roots;.strongly acid;thorough and precise studies of soils.. Unless it abrupt, wavy boundary. 1 to 3 inches thick.is otherwise stated, the colors given in the B2--2 to 12 inches, dark-brown (10YR 4/3) gravellydescriptionsarethose'of a-moist soil.sandy loam, brown (10YR 5/3) dry; moderate,As mentioned in the section "How This Survey Was medium, subangular blocky structure; slightlyMade,'! not all mapping units are members of a .soil hard, friable, nonsticky, nonplastic; manyseries. :Urban land, for example, does not belong roots; strongly acid; clear, wavy boundary.to a soil .series, but nevertheless,- is listed in 9 to 14 inches thick_alphabetic order -along with the.soil•series. I B3--12 to 27 inches, grayish-brown•(2.5Y-5/2)Following the name-of-each mapping unit is a gravelly sandy loam, light gray (2.5Y 7/2)symbol in parentheses; This symbol identifies) the dry; many, medium, distinct mottles of lightmappingunitonthedetailedSoilmap. Listed at olive brown (2.5Y 5/6); hard, friable, non-the end of each description•of a mapping unit /is the sticky, nonplastic; many roots; medium acid;capability unit and woodland group in which the abrupt, wavy boundary. 12 to 23 inches thick.mapping unit has been placed. - The woodland desig- IIC--27 to 60 inches, grayish-brown (2.5Y 5/2),nation and the page for the description of each weakly to strongly consolidated till, lightcapabilityunitcanbefoundbyreferringtothegray (2.5Y 7/2) dry; tGuidetoMappingUnits" at the back of this survey. i } common, medium, disc 9 The acreage and mottles of light olive brown and yellowisgproportionateextentofeachbrown (2.5Y 5/6 and 10YR 5/6); massive; nomappingunitareshownintable1. Many of the roots; medium acid. Many feet thick.terms used in describing soils can be.found in the Glossary at the end ,of this survey, and more de- The A horizon ranges. from very dark brown totailedinformationabouttheterminologyandmethodsdarkbrown. The B horizon is dark brown, grayishofsoilmappingcanbeobtainedfromtheSoil1Surveybrown, and dark yellowish brown. The consolidatedManual (19). I C horizon, at a depth of 24 to 40 inches, is mostlygrayishbrownmottledwithyellowishbrown. Some. Alderwood Series i layers in the C horizon slake in water. In a few areas, there is a thin, gray or grayish-brown A2TheAlderwoodseriesismadeupofmoderatelyhorizon. In most areas, this horizon has beenwelldrainedsoilsthathaveaweaklyconsolidateddestroyedthroughloggingoperations.to strongly consolidated substratum at a depth of Soils included with this soil in mapping make up24to40inches. • These soils are on uplands.; They no more than 30 percent of the total acreage. Someformedunderconifers, in glacial deposits. Slopes areas are up to 3 percent the poorly drained, Norma,are 0 to 70 percent. The. annual precipitation is Bellingham, Seattle, Tukwila, and Shalcar soils;35 to 60 inches, most of which is rainfall, between some are up to. 5 percent the very gravelly EverettOctoberandMay. The mean annual air temperature is and Neilton soils; and some are up to 15 percentabout50° F. The frost-free season is 150•.to,'200 Alderwood soils that have slopes more gentle ordays. Elevation ranges from 100 to 800 feet. steeper than 6 to 15 percent. Some areas in New-In a representative profile, the surface layer castle Hills are 25 percent Beausite soils, someandsubsoilareverydarkbrown, dark-brown, land northeast of Duvall are as much as 25 percent Ovallgrayish-brown gravelly sandy loam about 27 inches soils, and some in the vicinity. of Dash Point arethick. The substratum is grayish-brown, weakly 10 percent Indianola and Kitsap soils. AlsoconsolidatedtostronglyconsolidatedglacialtillincludedaresmallareasofAlderwoodsoilsthatthatextendstoadepthof60inchesandmore. have a gravelly loam surface layer and subsoil. I 8 Permeability is moderately rapid•in the surface Arents, Alderwood Material layer and subsoil and very slow in the substratum. Roots penetrate-easily to the consolidated substra tum where they tend to mat on the surface. Some Agents, Alderwood material consists of Alderwoodrootsenterthesubstratumthroughcracks. Water soils that have been so disturbed through urb . moves on top of the substratum in winter. Available ization that they no longer can be classified 'water capacity is low. Runoff is slow to medium, the Alderwood series. These soils, however, haveandthehazardoferosionismoderate. many similar features. The upper part of the soil,This soil is used for timber, pasture, berries,to a depth of 20 to 40 inches, is brown to dark-and row crops, and for urban development. Capability brown gravelly sandy loam. Below this is a grayish-unit IVe-2; woodland group 3d1. I brown, consolidated and impervious substratum. Alderwood gravelly sandy loam, 0 to 6 percent Slopes generally range from 0 to 15 percent. slo es (AgB) These• soils are used for urban development.p ( g ):--'Phis soil is ,nearly level and I p undulating. It is similar to Alderwood gravelly sandy loam, 6 to 15 percent slopes, but. in places its surface layer is 2 to 3 inches thicker. Areas Arents, Alderwood material. 0 to 6 percent slopes are irregular in shape and range from 10 acres to In many areas this soil is level, as a slightly more than' 600 acres in size. result of shaping during construction for urban Some areas are as much as 15 percent included facilities. Areas are rectangular in shape and Norma, Bellingham, Tukwila, and Shalcar soils, all range from 5 acres to about 400 acres in size. of which are poorly drained; and some areas'inithe Representative profile of Arents, Alderwood vicinity of Enumclaw are as much as 10 percent material, 0 to 6 percent slopes, in an urban area, Buckley soils. 1,300 feet west and 350 feet south of the northeast Runoff is slow, and the erosion hazard is corner of sec. 23, T. 25 N., R. 5 E.: slight. This Alderwood soil is used for timber, pasture sandy loam, pale brown (10YR 6/3) dry; 0 to 26 inches, dark-brown (10YR 4/3) gravelly berries, and row crops, and for urban development. massive; slightly hard, very friable, 71on-Capability unit IVe-2; woodland group 3d2. sticky, nonplastic; many roots; medium acid;Alderwood gravelly sandy loam, 15 to 30 percent abrupt, smooth boundary. 23 to 29 inches slopes (AgD) .--Depth to the substratum in this soil thick. varies within short distances, but is commonly 26 to 60 inches, grayish-brown (2.5Y 5/2) weaklyabout40inches. Areas are elongated and range consolidated to strongly consolidated glacialfrom7toabout250acresinsize. I till, light brownish gray (2.5Y 6/2) dry;Soils included with this soil in mapping make common, medium, prominent mottles of yellowishupnomorethan30percentofthetotalacreage. brown (10YR 5/6) moist; massive; no rootiomeareasareupto25percentEverettsoilsithatmediumacid. Many feet thick. ave slopes of 15 to 30 percent,.and some areas are up to 2 percent Bellingham, .Norma, and Seattle soils, The upper, very friable part of the soil extendswhichareindepressions. Some areas, especially to a depth of 20 to 40 inches and ranges from darkonSquakMountain, in Newcastle Hills, and north of grayish brown to dark yellowish brown.Tiger Mountain, are 25 percent Beausite and Ovall Some areas are up to 30 percent included soilssoils. Beausite soils are underlain by sandstone, that are similar to this soil material, but eitherandOvallsoilsbyandesite. 1 shallower or deeper over the 'compact substratum;Runoff is medium, and the erosion hazard is and some areas are 5 to 10 percent very gravellysevere. The slippage potential is moderate. Everett soils and sandy Indianola soils.This Alderwood soil is used mostly for timber. This Arents, Alderwood soil is moderately wellSomeareasonthelowerpartsofslopesareuseddrained. Permeability in the upper, disturbed soilforpasture. Capability unit VIe-2; woodland group material is moderately rapid to moderately slow,3d1. I depending on its compaction during construction. Alderwood and Kitsap soils, very steep (AkF) .-- The substratum is very slowly permeable. 'Roots penetrate to and tend to mat on the surface of theThismappingunitisaboutSOpercentAlderwood gravelly sandy loam and 25 percent Kitsap silt consolidated substratum. Some roots enter the loam. Slopes are 25 to 70 percent. Distribution substratum through cracks. Water moves on top of of the soils varies greatly within short distances. the substratum in winter. Available water capacityislow. Runoff is slow, and the erosion hazard isAbout15percentofsomemappedareasisan included, unnamed, very deep, moderately coarse slight. textured soil; and about 10 percent of some areas This soil is used for urban development. Ca_ is a very deep, coarse-textured Indianola soil. pability unit IVe-2; woodland group 3d2. Drainage and permeability vary. Runoff is rapid to very rapid, and the erosion hazard-is severe to Arents, Alderwood,material, 6 to 15 percentverysevere. The slippage potential is severe. slopes (AmC) .--This soil has convex slopes. AreasThesesoilsareusedfortimber. Capability are rectangular in shape and range from 10 acres tounitVIIe-1; woodland group 2d1. I about 450 acres in size. 10 0 coY SE CEPLACE W SOUTHEAST n R I- 174TH LANE j 3 0 0 WW co W a APPROXIMATE SCALE IN FEET m w o SOUJ/Fq` 500 SCALE 500 SOUTHEAST a 1757H g 122ND AVENUE F N N F--i ~ r— f LANE SOUTHEAST PETROVITSKYrsi 0 ROAD a x RM283 i LIMIT OF a` „, a1 , t r — ETAILED STUDY g r I NATIONAL FLOOD INSURANCE PROGRAM ZONE A 0 ;,. L' '. s n` ` Ai . s . y.S :, morlilk s- mac I V x ... . k m '4 1 a l' -FLOOD INSURANCE RATE MAP n, r r 44.E ,c,,z Y^s 3n 122ND PLACE k r 4,s' KING COUNTY, SOUTHEAST ` Y r t WASHINGTON AND t; a iWAWA t r k U 5ze i t, m ,r A INCORPORATED AREAS SOUTHEAST 178TH F ,44,4" 3` ai F` I'' ti3. 'toro- 04 ZONE X 41` `s . x 01 ,G PANEL 983 OF 1725xm 4-T '- SEE MAP INDEX FOR PANELS NOT PRINTED) A4tn 3 ` t " s.1 a„ F x a u 4 .-. "- CONTAINS: SOUTHEAST iy; RA °<- `riet:' x„ '4 4 COMMUNITY NUMBER PANEL SUFFIX 180TH STREET` O w a I a` +q,' p C3 j„ pNG COUNTY.UNINCORPORATED AREAS 530W1 0E83 F N I=TI kott .,` R^4:`4i;40 54ko PENiO11.CITY OF 6.'10088 09ai F 181ST 511E5 Dcn f I: 0"._'E6` T ' 0 SOUTHEAS y rOI— tkO rtj 33 ode a o MAP NUMBER 53033C0983 F;> z 044 MAP REVISED: Q a A 377 MAY 16,.1995\a 0 ic„. 4t.i4.4_, AcigilitNate ell ar „,„,, v Federal Emergency Management Agency184THSTREET, SOUTHEAST 184TH STREET Thor is an ofllcial copy of a portion of the abode referenced hood map. Ra-L -y waa extracted using F-MIT On-Une. This map does not reflect ehenDes41-} or amendments which may hers been made subsequent to the date on the title block. For the latest product Information about National Flood Insurance JOINS PANEL 0991 Program flood maps cheek the FEMA Flood Map Store at vmw msc.fema.gov G 441:::.•_\... LEGEND e ' afz¢a3 SPECIALBY 1 OYFLOOAR DOHAZARD AREAS INUNDATED APPROXIMATE SCALE IN FEET . OD1li1I 500 0 500 ZONE A No base flood elevations determined. F---+ : : :•---.- I 122°09'22" ZONE AE Base florid elevations determined. 47°28'07" ZONE AH Flood depths of 1 to 3 feet iusually areas of pondingt; base flood elevations • determined.. 1 11'-'--^ ZONE AO Flood depths of 1 to 3 feet (usually sheet NATIONAL FLOOD INSURANCE PROGRAM11flowonslopingterrain(; average depths cf determined.For areas of alluvial fan flooding, velocities also determined. ZONE A99 To be protected from 100-year flood by FIRMFederalfloodprotectionsystemunder construction: no base elevations determined. FLOOD INSURANCE RATE MAP iZONE V Coastal flood with velocity haiard (wave action);no base flood elevations determined. KING COUNTY, ZONE VE Coastal flood with velocity hazard iwave WASHINGTON AND action): base flood elevations determined. INCORPORATED AREAS e.. FLOODWAY AREAS IN ZONE—AE OTHER FLOOD AREAS PANEL 983 OF 1725 SEE MAP INDEX FOR PANELS NOT PRINTED) ZONE X Areas of 500-year flood: areas of 100-year flood with average depths of less than 1 (out or with drainage areas less than 14 1 square mile; and areas protected by CONTAINS: levees from 100-year flood.COMMUNITY NUMBER PANEL SUFFIX OTHER AREAS pUM OA Oaarzo AREAS soon obi F RENTON.CITY Or 500088 09E0 F ZONE X Areas determined to be outside 500-year floodplain. ZONE D Areas in which flood hazards are undetermined. UNDEVELOPED COASTAL BARRIERS MAP NUMBER ti;•'\53033C0983 F Identified Identified Otherwise MAP REVISED:1983 1990 Protected Areas F. Coastal barrier areas are normally located within or adjacent to Special d ! 't MAY 16,1995 Flood Hazard Areas.3:4. GIF ,.. Flood Boundary O o'.'" Floodway Boundary Federal Emergency Management Agency Zone D Boundary J s•w•••• b• Boundary Dividing Special Flood This Is an official copy of a portion of the above referenced flood map. It t •Hazard Zoned. and Boundary was extracted using F-MITOn-Line. ThIs map does not reflect changes 14,E:' 6i,, or amendments which may have been made subsequent to the date on thefr, Dividing Areas of Different title block. For the latest product Information about National Flood Insurance Coastal Base Flood Elevations Program flood maps check the FEMA Flood Map Store at www.msc.fema.gov NO1 SOUTHEAST PLACE W J z m I_ 174TH LANE IL I+ to p Z IN Z IN w m m w Q o X 7 APPROXIMATE SCALE IN FEET SOUTHEAST 175TH g 122ND AVENUE glg N 500 0 500 LANE SOUTHEAST N I—r I---I I---I. I e SE PETROVITSKY CO ROAD NM RM283 4 cAc't',-,,,,f c..4 '^,‘:4,.4.0;" 07 TE DETAILEID STUDY R 1 To s r NATIONAL FLOOD INSURANCE PROGRAMZONEAg9`' a. r , . ,„,"- i T . I I u 1`o > , 44 FIRM a. r e y_ , FLOOD INSURANCE RATE MAP 122ND PLACE i 4 4, r1c ' SOUTHEAST Alot' a N L KING COUNTY, S PE WASHINGTON AND soUTHEAST naTH _ — 3 M _ , , .. :. INCORPORATED AREAS F ZONE X v „, 3T k. PANEL 983 OF fl25 0 wiielx.z 2e` Ty T" SEE MAP INDEX FOR PANELS NOT PRINTED/ k t DOMAINS:SOUTHEAST 180TH STREET N gl hY' . ' CONTAINS NUMBER PANEL SUFFIX I- 1. .-3.' KING COUNTY. f UNINCORPORATED AREAS ST0071 COST Fm Vxt, n, ILI gOUTH MST STREET 7 Z Y^ RENTON.CM OF EMCEE 09L F I-EAST 1.' iFRd i' 33 4 CO 9 A 41 w pnco a a', a w OOP , MAP NUMBER F Q IN 4,,.;, :'377 53033C0983 F co z a 4Y MAP REVISED: MAY 16 1995 sp S s SGII r EAST 184TH STREET SOUTHEAST 184TH , f lee Federal Emergency Management Agency STREET 1 1 sr- , This Is an official copy of a portion of the above referenced flood map. It 1,W was extracted using F-MIT On-Line. This map does not reflect changes JOINS PANEL 0991 or amendments which may have been made subsequent to the date on the title block. For the latest product Information about National Flood Insurance Program flood maps check the FEMA Flood Map Store at vww.msc.fema.gov 155 Weekday: Feb. 12 thru June 3, 2005 Read the Adverse Weather Info for this route. Weekda5r '00: .0.-01„y" Roi tie apr;:°_ To SOUTHCENTER(Weekday): 140th Av SE 156th Av SE 140th Av SE 116th Av SE Talbot S Andover Pk W SE SE 177th Fairwood SE 177th SE 168th S Carr Tukwila Pkwy 5:10am 5:15am 5:28am 5:35am 5:48am 6:10am 6:15am 6:28am 6:35am 6:48am 7:10am 7:16am I 7:30am 7:37am 7:51am 8:10am 8:16am 8:30am 8:37am 8:51am 9:10am 9:16am 9:30am 9:37am 9:52am 10:10am 10:16am 10:30am 10:37am 10:52am 11:10am 11:16am I 11:30am 11:37am 11:52am 12:10pm 12:16pm 12:30pm 12:37pm 12:52pm 12:50pm 1:22pmD 1:29pm 1:36pm 1:51pm 1:51pm 2:22pmD 2:29pm 2:36pm 2:51pm 2:51pm 3:22pmD 3:29pm 3:36pm 3:51pm 3:51pm 4:22pmD 4:29pm 4:36pm 4:51pm 4:51pm 5:22pmDj 5:29pm 5:36pm 5:51pm 5:51pm 6:22pmD! 6:29pm 6:36pm 6:50pm To FAIRWOOD (Weekday): 1 i Andover Pk W Talbot S 116th Av SE 140th Av SE 156th Av SE 140th Av SE SE Baker S Carr SE 168th; SE 177th Fairwood SE 177th st 1 6:12am 6:28am 6:34am I 6:42amB 7:12am 7:28am 7:34am 7:42amB 8:12am 8:28am 8:34am !8:42amB 9:12am 9:29am 9:35am1 9:43amB 10:12am 10:29am 10:35am! 10:43amB 11:12am 11:29am 11:35ami 11:43amB 12:12pm 12:29pm 12:35pm, 12:50pm 12:55pm 1:12pm 1:29pm 1:36pm! 1:51pm 1:56pm 2:12pm 2:29pm 2:36pmj 2:51pm 2:56pm 3:12pm 3:29pm 3:36pm! 3:51pm 3:56pm 4:12pm 4:29pm 4:36pm1 4:51pm 4:56pm 5:12pm 5:29pm 5:36pm1 5:51pm 5:56pm 6:12pm 6:29pm 6:36pm' 6:51pm 6:56pm 1 1 M Route 155 8te.'`170140 SrfiurdZy ' Route Map Tukwila Pkwy MAP LEGEND SOtfTHCEHTER Makes all regular stops. a'43 TRANSFER POINT: Route intersection MALL Baker Blvd for transferring to the connecting route or 17 1211 Iii 7 ;}w 40 TIME POINT:Street intersection used routes indicated. for time schedule reference point listed .F,.30 L151c,a c ti at the top of lime columns to estimate 43 • TIME POINT/TRANSFER POINT 4 d bus arrival and trip times. combined. Strander Blvd 0 LANDMARK:A significant geographical reference point. a. 18 159 W F I WOOD aefte .- . ++ .163CIPt 46 4 a 176thSE168th St at I FAIRVYOOD g gem 041 2m MEDICAL VALLEY o r CENTER D v: 41 13 > CENTER SE.1761h vrtsky Rd 4'' 5E 17. W a C 1,t Rd st SF Aetrpy(tgky t2dqtS180thSt 1 SW d3rd Si 1A3169 SE:177th . 6199600240/L05P0018 3323059009/L05P0018 3323059029/L05P0018 ARENDALL HELEN M BAGLEY WILLIAM F BAISCH SHANE 18202 120TH AV SE 12252 SE 18 TH 12515 SE 182ND ST RENTON WA 98058 . RENTON WA 98055 RENTON WA 98058 6199600280/L05P0018 3323059052/L05P0018 3323059086/L05P0018 BALLESTRASSE SEAN BATSON HAROLD 0 JR+MARGUERI DORNAY GELLERT 18234 120TH AV SE 18328 124TH AV SE 12345 SE 181ST ST RENTON WA 98058 RENTON WA 98058 RENTON WA 98058 3323059038/L05P0018 3323059028/L05P0018 6199600262/L05P0018 ELMQUIST DOUGLAS A ESTES KEVIN+TARA FIALA STEVEN A+CONNIE L 18429 124TH AV SE 18206 124TH SAVE SE 18212 120TH AV SE RENTON WA 98058 RENTON WA 98058 RENTON WA 98058 3323059026/L05P0018 SD9/L05P0018 6199600060/L05P0018 FORCE RUSSELL L+KIMBER.LEY A G.ANDERSON, PLANT&FACILITIES GOSS MYRON R 18201 124TH AV SE KENT SCHOOL DISTRICT#415 12047 SE 184TH RENTON WA 98058 12033 SE 256TH ST RENTON WA 98055 KENT WA 98031 3323059075/L05P0018 3323059047/L05P0018 3323059097/L05P0018 GREEN CALVIN R II HAUGEN DAN C+SUSAN D HILL PAUL JR , 18401 124TH AV SE 18240 124TH AV SE 18320 124TH AV SE RENTON WA 98058 RENTON WA 98055 RENTON WA 98058 3323059092/L05P0018 3323059102/L05P0018 3323059098/L05P0018 • HOOPER CHARLES H+LINDA M KING COUNTY KING COUNTY HOOP RCHLV SE 500 KC ADMIN BLDG 500A KING COUNTY ADMIN BLDG 18207 124THN WA .98058 500 4TH AV 500 FOURTH AV RENTSEATTLE WA 98104 SEATTLE WA 98104 3323059043/L05P0018 3323059067/L05P0018 3323059099/L05P0018 KNUDSON EDNA G KNUDSON ELOISE C . KNUDSON KIRK 18038 124TH AV SE 18056 124TH SE 18056 124TH AV SE RENTON WA 98058 RENTON WA 98058 RENTON WA 98058 3323059082/L05P0018 3323059037/L05P0018 3323059093/L05P0018 KONG THEODORES T+HUON K KRANTZ RICHARD M LATTANZIO FRANK S+SHIRLEY L 3925 S 188TH ST 18415 124TH AV SE 18211 124TH AV SE SEATAC WA 98188 RENTON WA 98058 RENTON WA 98058 3323059094/L05P0018 3323059027/L05P0018 3323059040/L05P0018 LATTANZIO SAMUEL A+SUSAN LOWE RICHARD E+LAURA A LUTTRELL KRISTIAN L 18217 124TH AV SE 12255 SE 184TH ST'18441 124TH AV SE RENTON WA 98058 , RENTON WA 98058 RENTON VIA 98058 3323059042/L05P0018 6199600220/L05P0018 6199600040/L05P0018 MARGULLIS GORDON &SUSAN MARGULLIS SUSAN E+GORDON L MONDALE GUY E 18032 120TH SE 18032 120TH AV SE 12037 SE 184TH RENTON WA 98058 RENTON WA 98058 RENTON WA 98055 I SD13/L05P0018 6199600043/LO5P0018 3323059069/L05P0018 R. STRACKE, FACILITIES&PLANNING SAGGERSON`RICHARD J SAMUDRE VINAY V&REBECCA J RENTON SCHOOL DISTRICT#403 DAHLQUIST BARBARA L 18216 124TH AV SE 1220 N 4TH ST 12031 SE 184TH ST. RENTON WA 98055 RENTON WA 98058 RENTON WA 98031 6199600282/L05P0018 6199600320/L05P0018 6199600301/L05P0018 SANDHU KULWANT S+SANTOKH K SANDHU KULWANT S+SANTOKH K SCHELLHASE KENNETH D 13989 SE 159TH PL 13989 SE 159TH PL 24123 SE 260TH ST RENTON WA 98058 RENTON WA 98058 MAPLE VALLEY WA 98038 3323059068/UtP0018 3323059036%L05P0018 3323059035/L05P0018 SNYDER RUSSELL JAY+BONNIE J ' SZIGETY DARCY C+LAUREN UYETA EDWIN 18228 124TH AV SE - 12243 SE 184TH ST 12353 SE 181ST ST RENTON WA 98058 RENTON WA 98058 RENTON WA 98058 3323059015/L05P0018 6199600259/L05P0018 3323059083/L05P0018 WILSON DOUGLAS M &JAN E WYKNENKO EMMA YOUNG'SHARRON 18406 124TH AVE S E 18226 120TH AV SE PO BOX 58395 RENTON WA 98058 RENTON WA 98055 RENTON WA 98058 1 6199600240/L05P0018 13323059009/L05P0018 3323059029/L05P0018 ARENDALL HELEN M BAGLEY WILLIAM F BAISCH SHANE 18202 120TH AV SE 12252 SE 184TH 12515 SE 182ND ST RENTON WA 98058 RENTON WA 98055 RENTON WA 98058 I 6199600280/L05P0018 3323059052/L05P0018 3323059086/L05P0018 BALLESTRASSE SEAN BATSON HAROLD 0 JR+MARGUERI DORNAY GELLERT 18234 120TH AV SE 18328 124TH AV SE 12345 SE 181ST ST RENTON WA 98058 RENTON WA 98058 RENTON WA 98058 l T - 3323059038/L05P0018 3323059028/L05P0018 6199600262/L05P0018 ELMQUIST DOUGLAS A ESTES KEVIN+TARA FIALA STEVEN A+CONNIE L 18429 124TH AV SE 18206 124TH AVE SE 18212 120TH AV SE RENTON WA 98058 RENTON WA 98058 RENTON WA 98058 r - - - -J SD9/L05P0018 3323059026/L05P0018 N, 6199600060/L05P0018 FORCE RUSSELL L+KIMBERLEY A G.ANDERSONi, FACILITIES GOSS MYRON R 18201 124TH AV SE KENT SCHOOL DISTRICT#415 12047 SE 184TH RENTON WA 98058 12033 SE 256TH ST RENTON WA 98055 KENT WA 98031 3323059075/L05P0018 3323059047/L05P0018 3323059097/L05P0018 GREEN CALVIN R II HAUGEN DAN'K+SUSAN D HILL PAUL JR 18401 124TH AV SE 18240 124TH AV SE 18320 124TH AV SE RENTON WA 98058 RENTON WA 98055 RENTON WA 98058 1 i i 3323059102/L05P0018 3323059098/L05P0018 3323059092/L05P0018 KING COUNTY KING COUNTY HOOPER CHARLES H+LINDA M 500 KC ADMIN BLDG 500A KING COUNTY ADMIN BLDG 18207 124TH AV SE RENTON WA 98058 500 4TH AV 500 FOURTH AV SEATTLE Wi 98104 SEATTLE WA 98104 3323059043/L05P0018 3323059067/LO5P0018 3323059099/L05P0018 KNUDSON EDNA G KNUDSON ELOISE C KNUDSON KIRK 18038 124TH AV SE 18056 124TH SE 18056 124TH AV SE RENTON WA 98058 RENTON WA 98058 RENTON WA 98058 L 3323059082/L05P0018 3323059037/L05P0018 3323059093/L05P0018 KONG THEODORES T+HUON K KRANTZ RICHARD M LATTANZIO FRANK S+SHIRLEY L 3925 S 188TH ST 18415 124TH AV SE 18211 124TH AV SE SEATAC WA 98188 RENTON WA 98058 RENTON WA 98058 3323059094/L05P0018 3323059027/L05P0018 3323059040/L05P0018 LATTANZIO SAMUEL A+SUSAN LOWE RICHARD E+LAURA A LUTTRELL KRISTIAN L 18217 124TH AV SE 12255 SE 184TH ST 18441 124TH AV SE RENTON WA 98058 RENTON WA 98058 RENTON WA 98058 j - 3323059042/L05P0018 6199600220/L05P0018 6199600040/L05P0018 MARGULLIS GORDON&SUSAN MARGULLIS SUSAN E+GORDON L MONDALE GUY E 18032 120TH SE 18032 120 IH AV SE 12037 SE 184TH 1 RENTON WA 98058 RENTON WA 98058 1 RENTON WA 98055 J \,- SD13/L05P0018 6199600043/LO5P0018 R. STRACKE, FACILITIES&PLANNING SAGGERSON *HARD J SAMUDRE9 VINAY V& 8 RENTON SCHOOL DISTRICT#403 DAHLQUIST BARBARA L L18216124THAVSE VINAY V REBECCA J 1220 N 4TH ST 12031 SE 184T ST RENTON WA 98055 RENTON WA 98058 ENTON WA 98031 l I 6199600282/L05P0018 6199600320/L05P0018 6199600301/L05P0018 SANDHU KULWANT S+SANTOKH K SANDHU KULWANT S+SANTOKH K SCHELLHASE KENNETH D 13989 SE 159TH PL 13989 SE 1591TH PL 24123 SE 260TH ST RENTON WA 98058 RENTON WA 198058 MAPLE VALLEY WA 98038 1 I 1 3323059068/L05P0018 3323059036/L05P0018 3323059035/L05P0018 SNYDER RUSSELL JAY+BONNIE J SZIGETY DARCY C+LAUREN UYETA EDWIN 18228 124TH AV SE 12243 SE 184TH ST 12353 SE 181ST ST RENTON WA 98058 RENTON WA 98058 RENTON WA 98058 1 3323059015/L05P0018 6199600259/L05P0018 3323059083/L05P0018 WILSON DOUGLAS M &JAN E WYKNENKO EMMA YOUNG SHARRON 18406 124TH AVE S E 18226 120TH IAV SE PO BOX 58395 RENTON WA 98058 RENTON WA 198055 RENTON WA 98058 I ..1 I 1 1 L i 1 ; - j 1 1 i I I I . 6' S 6' S P S O- S P P t. PP' S PS- S P S LPg S 6 5 P\ 5 P S PP'°- 5 LP L 6' S Pg- S Pg \' S 0\ 5 P\ 5 LP S LP S P ° L PQ'\- S Pg S PP'' S P: S L r. E Renton) FD25 Spring Glen)FD40 Fire Protection Dist #25 Fire Protection Dist #40 P.O. Box 2925 • 10828 SE 176th St Renton WA 98056-0925 Renton WA 98055 MS: KSC-NR-0600 MS: KSC-TR-0431 KC27 Water&Land Res. Div Gary Kriedt King County Dept. of Natural Res. KC Metro Envirn. Planning Steve Foley LI15 LI20 Fairwood Library Highlands Library 17009 - 140th Av SE 2902 NE 12th St Renton WA 98058 Renton WA 98056 LI23 Documents Dept. Librarian LI24 Kent Regional Library King County Library System 212 - - 2ndAvN j 960 Newport Way NW Kent WA 98032-4482 Issaquah, WA 98027 1136 ATTN: Edward White PL18 Renton Library Kent Engineering Dept 100 Mill Av S 220 -4th Av S Renton WA 98055 Kent WA 98032 PL19 City of Renton PL33 Kent Planning Dept Economic Development Dept. 220 -4th Av S 1055 S. Grady Way Kent WA 98032 Renton WA 98055 Clinton G. Marsh, Director Fac. &Const. Dept SD9 R. Stracke, Facilities &Ping SD13 Kent School District # 415 Renton School Dist # 403 12033 SE 256th St. Bldg B 1220 N 4th St Kent WA 98031-6643 Renton WA 98055 Administrator SE5 Environmental Review Section ST2 Kent Sewer Utility WA State Dept of Ecology 220 -4th Av S PO Box 47703 Kent WA 98032 Olympia WA 98504-7703 Habitat Biologist, Rod Malcom TR1 Russ Ladley, Fisheries Biologist TR2 Muckleshoot Indian Tribe Puyallup Tribe 39015 - 172nd Av SE 6824 Pioneer5Wy E Auburn WA 98002 Puyallup WA 98371 TR3 Fisheries Habitat/Environment TR5 Snoqualmie Tribe . Suquamish Indian Tribe PO Box 280 PO Box 498 Carnation WA 98014-0280 Suquamish WA 98392 P WD12RichardYoungTR4 Tulalip Tribe Cedar River Water/Sewer Dist 7615 Totem Beach Rd 18300 SE Lk Youngs Rd Marysville WA 98271 Renton WA 8058-9799 Public Works Dtr WD23 City of Renton, Public Works Dept. WD32 Kent Water Dist Development Services Div. 220 - 4th Av S 1055 South Grady Way Kent WA 98032 Renton WA 98055 WD41 WD55 Soos Creek Water/Sewer Dist Water Dist #90 PO Box 58039 15606 SE 128th St Renton WA 98058-1039 Renton WA 98059-8522 WD57 WD58 ' Coal Creek Utility District Water Dist #111 6801 132nd Place SE 27224 - 144th Av SE Newcastle, WA 98059 Kent WA 98042-9058 WA State Dept. of Wildlife WA State Dept. of Wildlife 16018 Mill Creek Blvd. Habitat Mgmt. Division Mill Creek, WA 98012 P.O. Box 43155 Olympia, WA 98504-3155 WA State Dept. of Ecology WSDOT NW Region NW Regional Office SnoKing Area MS-240 3190 - 160th Ave SE 15700 Dayton Ave No. Bellevue, WA 98008-5452 PO Box 330310 Seattle, WA 98133-9710 WA St. Ecology Dept/WQSW Unit Roger Dorstad Linda Matlock S PO Box 375 • PO Box 47696 Redmond, WA 98073 Olympia, WA 98504-7696 Eleanor Moon KC Executive Horse Council 12230 NE 61st Kirkland, WA 98033 i E Renton) FD25 Spring Glen)FD40 ` Fire Protection Dist#25 Fire Protection Dist#40 P.O. Box 2925 10828 SE 176th St Renton WA 98056-0925 Renton WA 98055 I MS: KSC-NR-0600 MS: KSC-TR-0431 KC27 Water&Land Res. Div Gary Kriedt King County Dept. of Natural Res. KC Metro Envirn. Planning Steve Foley LI15 LI20 f Fairwood Library Highlands Library 17009 - 140th Av SE 2902 NE 12th St Renton WA 98058 Renton WA 98056 r LI23 -` ( Documents Dept. Librarian LI24 Kent Regional Library King County Library System 212 - - 2nd Av N 1 960 Newport Way NW Kent WA 98032-4482 Issaquah, WA 98027 LI36 ' (> ATTN: Edward White PL18 1 Renton Library 1 Kent Engineering Dept 100 Mill AvS I I 220 -4thAvS Renton WA 98055 Kent WA 98032 1 l PL19 I- City of Renton PL331 Kent Planning Dept j Economic Development Dept. 1 220 -4th Av S I 1055 S. Grady Way Kent WA 98032 1 Renton WA 98055 Clinton G. Marsh, Director Fac. &Const. Dept SD9 1 R. Stracke,Facilities &Ping SD13 1 Kent School District # 415 Renton School Dist# 403 12033 SE 256th St. Bldg B 1 1220 N 4th St Kent WA 98031-6643 Renton WA 98055 Administrator' SE5 Environmental Review Section ST2 -) Kent Sewer Utility I WA State Dept of Ecology 220 -4th Av S j PO Box 47703 Kent WA 98032 Olympia WA 98504-7703 I Habitat Biologist, Rod Malcom TM Russ Ladley, Fisheries Biologist TR2 { Muckleshoot Indian Tribe I Puyallup Tribe 39015 - 172nd Av SE 6824 Pioneer Wy E Auburn WA 98002 I Puyallup WA 98371 r TR3 I Fisheries Habitat/Environment TR5 ' Snoqualmie Tribe Suquamish Indian Tribe PO Box 280 PO Box 498 Carnation WA 98014-0280 Suquamish WA 98392 r 11, LP s LP S LP S LP S . 10's P S 5 5 LP S LP vs 00- 9 LP'- P S LP S LP S L :c3°- 9 LP S 5 P S• o O-5 JPp,' s P s oke ' s LP S 00' S LP S oke ' s LP S 11 I i Richard Young TR4 1 WD12 1 Tulalip Tribe I I Cedar River Water/Sewer Dist 7615 Totem Beach Rd Marysville WA 98271 18300 SE Lk Youngs Rd Renton WA 8058-9799 Public Works Dtr WD23 City of Renton, Public Works Dept. WD32 Kent Water Dist Development Services Div. 220 -4th Av S 1055 South Grady Way Kent WA 98032 Renton WA 98055 WD41 - 1 i WD55 Soos Creek Water/Sewer Dist Water Dist#90 PO Box 58039 15606 SE 128th St Renton WA 98058-1039 Renton WA 98059-8522 WD57 7 WD58 ` Coal Creek Utility District Water Dist #111 6801 132nd Place SE 27224 - 144th Av SE Newcastle, WA 98059 Kent WA 98042-9058 WA State Dept. of Wildlife WA State Dept. of Wildlife I 16018 Mill Creek Blvd. Habitat Mgmt. Division Mill Creek, WA 98012 P.O. Box 43155 Olympia, WA 98504-3155 WA State Dept. of Ecology 1 ` WSDOT NW Region NW Regional Office SnoKing Area MS-240 1 3190 - 160th Ave SE 15700 Dayton Ave No. Bellevue, WA 98008-5452 PO Box 330310 Seattle, WA 98133-9710 I I"_WA St. Ecology Dept/WQSW Unit Roger Dorstad Linda Matlock PO Box 375 PO Box 47696 Redmond, WA 98073 Olympia, WA 98504-7696 I Eleanor Moon KC Executive Horse Council 1 12230 NE 61st Kirkland, WA 98033 i I l I r I I 1 I I 1 1 LP S Ok*vs LPS vS = LP S P S 5 P LS o ov5 LP S LPc3°- S vp.6' S LP S 00- 9vOvs P VS S 0P3°- S 5 L p,Q'' S LPS S LPP' s k-P - S LP S LP S ki,s3°' s LP S JO- S LP S P S LPG°- S I 16 Ali...49204/1415C—. C eqy liY.- - - .Y j.3.r•S:Swz •"..,;:;iffØjf qq.s `:F_..—.— y:. ..'•.-,J•,-9•Y.-.'ri•-`.% >~ ia,"ram:.:y_'S'• by and between Eshl • n:•:r4 J) 0. E. Eshlenan and Nari ii1.8. r .. te• if ee e:e..e e : -, -- - ger June G. Eshleman, his wife;.bersinaftsr q*kt4Q=: iClighe SCOde SEWER T,ISTRIC1, a Municipal Corporation Of O asEinB : Ly, Naeh ngCo;;• hei'e in- after called "Grantee." WITNFSSE.'B: That said Grantors, for and in consideration of the•sum of Ore to be paid by Grantee, and other valuable consideration, - do by these Presents, grant, bargain, sell, convey, and confirm unto the • saie a antee, the right(s)-of-way or easement(s), for severs with necessary e.',.0 a ?tar_ces over, through, across and upon the following described pro- ty in eing County, Washington, more particularly described as follows: That ::ortion of the SE 1/4 of Section 33, Twp. 23 North, Range 5 East Cescril,e:S es follows: n=r_e at the Northwest corner of said Subdivision; thence South cost along the North line thereof 850.00 ft.; thence South 15°29' 1.•_ s4_09 feet; thence South 1°03'14" West 286.47 feet to the North liee ee Lite Sorth 1073.55 feet (meaoured at right angles) of said Subdivision; s'rc-t South 8 •27:01° West along said North line 500.20 feet to the West eee ee sL.i6 eehdi_vision; thence worth 1°03'14" East along said West line 1651.is feet to the aoint of beginning. 7c.rtlenat easement consists of the following described parcels: e test 30 feet of the NW 1/4 of the SE 1/4 of Section 33, Twp. 23 eee ',Me the North 30 ;,eat of the Westerly 850.00 feet of the of the 1 1/4 of Sac. 33, Tee. 23 North, Range 5 East W.M., lying eeeeceev oe =-he :mast eoandary of the Plat of Boulevard Lanes No. 3; i:iEt -'•';' - 48 foot wide strip lying 20 feet on each side of the eee. :.. dcn_.- i''ec= th. center ofSec. 33, Twp. 23 North, Range 5 East Tr.M. along' E of theSE1/4 ofr1<. u:a Earth line said Sec. 33, 7.60.00 rre point cf beginning thence Southwesterly to a point on the eeee eoe of Sr. 1/4 which is 635 feet Southerly from the center of • c..... . =:_one 33 ana the l terminus Of said line. 50 foot wide strip lying 25 feet ce each side of the eoee •_c:eeieoe the in the S',t' 1/4 of the SE 1/4 of Section 33, Twp. e, 11.anqo _ i':ost iti_Z; ire cie c .nterliee of S.E. 188th Place at the Westerly boundary c•` le;'ar_• Lanes- Div. No. 1, es recorded in Vol. S0, Pages ere _e, oe Plats, Reeords of Xing County, Washington; thence westerly tc eee -. .. line a:Z said SW 1/4 on an extension of the alignment of S;E. meth ar:c Plat o_° Boulevard Lanes; i s.; 'icbat po sic'; of the SW 1/4 of the SE 1/4 of said 1. 23 north, Range 5 East W.t4., lying West of the East bound- sun:..:°:'zle rower eemini atlaticn Paver Lire BfW,BACEPT the South et_(r:__snred let right ar_gles),of said SW 1/4. JUN 3 0 2006 KING COUNTY LAND USE SERVICES Lb5PbO Is i i;t•-•. - 14W1.2 - -ri 1.-,:-:,-,r1,,,, ,,,,-:;,:fk-•-,--'..i.• q-' ...,'es•;:4.1V'--'•-••• ',--''- 1,- ',*-7.1i::.1 .'..-.' ' -;-•-z., 7-----7 ak-,..:c•:;....... . .04- fiwg.-..1Pliv. .,.c?:. ,-,...g.:-.,.,•;.,•:'.3,-• ! • •'•.- prior loStitiiii*C4rAlltriPliWitittakiit•Aatithrithlest:ss.-: •-- • -2: 7‘'. - • :•,•-'1• t";;'",:'-•;-:•- •,;4'.;•••4Y.,/,';'--44:.)-; ': .-4.Vf'.';'fii-f`,F-'4-:'-.-2-:;','Y:.•': -..- :. : - may be Aimeea4 a1:IWAittie*"-bpie04114:Yabloper y..: the. i. .:,74:4-,.,!:',::',IV-,,.3;".':-,,-• : - . . purpose of oginstrioth*, tripairiag",:--4111101*-14COOViSftratilig.laid . • 1 • .. • • • •-.•-•:',..•,-;,1:7.•:7.. :.•••••••.,.;:,'7.-..:.•4.:;-: - sewers, or making-any oOnssatials therciiith.::'•111thOOPI:****47 any "gal obligations or liability therefot, wovided,.thWmWaa.ummetamotion. - -1 repairing, altering or reUoiliXUCiiiiiiWliiiii*OXiiirsigiarte:4--- --ouomp - - nr lished in such a manner that the private improvements existing in the No right(s)-of-way shall be disturbed or destroyed, or in the event they are disturbed or destroyed, they will be replaced in as good a Condition as they wero immediately before the property was entered upon by the I Grantee. 1 The Crantor shall retain i the right to use the surface of said right- of--way if such use does not l interfere with installation ot the sewer main. however, the Grantor shall not erect buildings or structures on the right-of-way during the existence of said right-of-way. Thir right-of-way, during its existence, shall be a covenant running with the lend and shall be binding on the Grantor, his successcrs, I ilairs and assigns. 4' (Q, Q . : - ' and 1..., yve„f!vi and V.!."4,_z./- • c.„.and c . . , C. A./ .,.,7-..11 X.t C....,......._, • and f ---/ i c W1-5 '7:7, WASHINGTON ) SS COUNTY c" KING I, the unGersigned, a notary public in and for the State of Washington e,rr.r.LT certify that on this 12thday of 4111 19 67 , r:_tr.;-.c,:t:Illy appeared before me O. E. Eshleman \ ' arkla Marian G. Eshleman tral Heil O. Eishlauus tar, June G. Eshleman 1 ligilki to me known to be the individuals 1 described in and who execute& the foregoing instrument, and acknowledged the signed and sea4d the same as thsirfree and voluntary act and 1 the uses and purposes therein mentioned. 1 . -It,''''' .I I DA ....... ,.. • Rfilbi ' 2-ic in andor the State of Wash on, residing at leracool I Rowse d 71,900141,--°-fria :Riad iw I A . 3rr•in-/-452"#rm-, -.4, J''ti%>r,:i3W?;.Fx:^",^tip;:N'-yS.r; -i+':=,-'Gx-,1a+ype t_ Y''. A' !AZb.I'Fy S:a jriJ. 4.yS r P'f y 7 0 ram f 40:0 Y 1..- jR"Y iFL "Ji ti' Qy :".--..'•1,46 1:40:;ti ivot ray y and r J:,,• tif._-_:R;"' .r•.Yn:- µ. ' '•,*;:.-:•-',,: •ir. ."...F bed sr:. r ' w-WA •a gye. the`'* rof throtion 33. w t r':ii d ` istibliad i 1:tif). Ca. ERsoaist:f ir.s.ai sy'60'•fset aul•width in 3.&4em 33, Totsaship 23 earth 4te•5-; W.I•,- f. i 30;teit-'.ea ewoh'si+3e follow/lagthefollolag do- BiKiiin <st's i point; a':the center- 1 iie of B. s: isposlith 8trset as show% on:'this'•Plait~a!*'oe s$zfa°Oarloa Tracts, Diiis•i'm No. 6, as per Plat raaar+Arid.';iri:'iFali t ii:': 6'0.fli lots. a%-;p a 1, rio nsardaofil Comt7. said pout bi,iaglirtk;ild!50'-i1.•#fst..8 7o fast lrc the sisterly margin of said plat; ,t iir s li:a d ffi 50t11". 17iikto the scalir of said sootion 33; theca North 1:.03' `:]itss.:alias-the terb •.rind•Ninth.esnbsr lino-o_ ;said 8aotiai,•°'33, a;daatiioios..of..709L.0:',trst.•t-o;:a''p$nt which for referenoe purposes is •da m *tad -"POIut A"; thti] "'oelitiauina,.11rth 1'03114"East, alma said Jdeth sAd Youth stti'i itir.link .,619 53'lo t'_ao'OS:Northeast comer at the Bouths 'ast .of, the-Northwest ';:'.of said BBititn 33; tit' North 17.28046". Welt 95.56 filet; taSo.`North'14i•iia46"''Wi•t 150 flat:; thee oe North 13•01' 46" 'Hest 100 f et:; thei:e .Nairith o'28'i4" East 200feet; thonoe North 33• 11'46" Wetat 15'j*jkiti ttis. JOortih 76.31146" 'Wilt 75.01 foot; thence South s, 79•58t114" West'.636.79. fact to •intsrseet the.Easterly line of the Cavingtm- asat_tle Trt#issiiss iaa'Lin. •r•ijht a :iisy. ALSO Beginnlni at tha.abo s 4U-i told "Pout A", end raining thenoe South 86•42'26" stist 750.O toot-. tliswso North 44.3134w East 887.95 feet to inter- soot the North lii of the 8 outb.as t 1 of the Northeast a of said Seoti m 33 with this. Scut) .storly line of the Co.lnatoa-Renton Transnisaiat Lino • No. 1 right of witty; all situ** is the County of Ring, !Mato of Washingtai. NCW TBSpEPONE, in oomo4doration of $ i.00 and other voluahlo, ocosideration the d do '•bariibpr. *recto a perpetual easeiss ut osir,ead-;serose the itibcral* oritsid:60 tbot. strip of is 1 for road purpooes, sisal easieoent to be'par !t a1 end`..to_,:be ` t.to**,traot, of Lid b r4,ring or fti: i'ntrl%uitl:. said;b0.;.moot'stria,1 and to be :binding,apoe,the,agitator. and all tut '...'o 'r. 't%brio!. 'their sucaeosars sat sesigaa. s`Dated this z-:, day of j'! 19,) r• li r.'-'6'-4e,e,e2x.1.` t- -. . l_ 'c' Z' 9 Al-) s. cf: 4,8#e) "---- ze. vi iritECEDVED JUN 3 0 2003STATEOFWASHINGTON,I S.S. County of .; KING COUNTY - r t ND E ERVICES fir. y l' A'," i , t r.'-. 0[e R1E L Li.'ii'!-' -/`/ • (,l i•/l.•[.• i. s ' M - to_: 6':.=` M xh `a bed,•in caeguted,,he within and foregoing instrument, and W r Ss'`,.},t ,•,: be (same as free and voluntary act and deed, fo: thev Nft; r.& , t; c' t P tur y;, 41 'Y f,1.- t v+ i i Iii r....3'III ti,J1 g tl li,Iti LE rkl -..1 0 D& k r7._ i., i i po. i 0 c Al1r r sir 1,E(.4, BUILDING AND i BLDG. +4.win rjEyEWP_ LAND DEVELOPMENT DIVISION I AUG 29 t988 so KING COUNTY AXSTNISTAATION BUILDING. SEATTLE. WASM. 110106' TeL, 3aa-7900 AGF/Yq Dy ers irithY J/i S .riot 67:,f5 rr ' 91 3 aa8 Lac A owner's Name Addreaa Cir7 ip i.:one SCiTT;I1tfi/Il' /.6'4CII •-1),4 j?1evjeit' '7 r:• •.IA-c/<<. ot 3 Cwner'a Nana Ads.aim dlr./ Sap hare at = n.n.r•a .tams ACt. l a 2lp 73on. 73 0 ra: :.ot I I St._. of water 11 Swage Daaposal - rosraz-r = 0 lot:A 9crd'! (I -,t S. tltEr II 444-c.iF tarnished b;.`=azzrait t;. -. Lot 3 LJC /C 1 .,-. c.c/„jam, I`ti s iT peesday Curled aL -7tf3 !_, • iri Los C I I I._ = Sa ac a 00 1 See 11ld Sec Sic :.b Z co Woe :.rol' PP :OD3g .1,ei.eea Fits MJ / I I '31 r•n3N l{ - 12c* I[:'W ISp1c 'l I 4VI ye... Legal 0e. .tscttt Ii-A O iWZI,bl:vlfe _. .i...._. 9 3...i 3 II r` tr....,......-....... row SEQ1T•AtotrAFlp IDTseer..maul Ur',wises,: That portion of the northeast quarter of the southwest 4 I Section 33.Township 23 north. Range S Last,V.1r. in Ring County.Vashlnttoa, described se follows: Beginning at the earth- ant corner of said aubdirislsa; thence Tooth 1t03•14"vest,alone the east llns thereof, 280 1 feet; thence north 88°S0'll"vest. parallel to the north llee of sold swbdlvielon, 130 feet; Othencenorth103•14"ea.;280 feet;thence south 88°33.11"east 130 feet to the petne of W'`j bselnotng; LESS thaNDRle /40feet thereof:TOGEURi Vmi an esanoeot for roadvsy sod utilities purposes over a strip of land 60 feet lolvldth, being 30 feet on each side of'the following WAdescribedline; Actin:deg on the center line of Soothe..; 184th Street me shown on the rise of Northvestera Cowden T Division f6, ding to plat recorded In Volu..t 46 of [Les, 3 pees 100, Is Mpg County,Washington, said point being north tl1°50'11"vest 8.30 tact [roe the U/ ly margin of said plat; thence mouth 86°SO'I1"east to the center of mold Section 33 and the carmine* point of said center line. Rlnt County,Washington. AND TOCtipfl WITH on imminent for !agree'. and egrets aver the eset 30 teee of the Above, fRCgrr AOprpiyofsat thereof. sot . That portion of the northeast quarter of the southwese townie of Section 33.Township 27 Horeb, 1 Rance S tact.V.M. in Slog County.Vasbtngtoo. described as follow.: eettoning at the north- east corner of said a,bdivistoa:thence south lc63'14"west. .loog the east line thereof, 2d0 feet; thence mirth 88°3041"west. parallel to the oorth line of mold ewWtvtalooe 130 feet; thence north 1 03'14"east 280 feet; thence south 88°S3'11"east 130 feet to the point of beginning; LESS ches-owl fy0 feet thereof;TOCCIIE..V1TH an easement for toady*,and utilities purposes over s strip of Lad 60 feet io width, being 30 feet on each side of the follwte, described center Hoe;beginning on the center line of Southeast 184th S s shown on the flat of Nnrtlwe Carden Traeta Division 06, ding to plat retarded in Volute 46 a:[lets. page 100. In King County,Washington. said point being north 85°S0'11"west 5.70 feet from the ly..rgin of said plat; theses mouth g0°SO•ll"eaet to the f said Section 33 and the rersioal point Of paid line, ging County,Va.binttop. A1111 T0crfeCt WITH an swami for in ndi egress over the east 30 feet of the above, EXC FTSVerAIfy0teet thereof. 5i11/11 os 40.3.0q C. 1-or8 RECf' P E.00 REV S 2...0. f/ OUSE gEFpRE AO ITbr7-01Leprr CfSHSL 4,4:32.00 SC Lac MED fn'• :iLc.UR!1 Al( REQU'SI t;• r.;v••• ;ITif I n;::1:2 eal'ti'AflY i- t' RECEIVE® It 4::.i,. IA. 9450 JUN 3 0 2006 KING COUNTY LAND USCSIERVICES LPc1e) 1. T 111 x IA11 1 1 l 8811030309 1; Za --lop- 1• IA xern. 15i I, Il Is n1 Zirw I: 1, R. a U N II IA 1.• FL 1 1 II II Ill i5 SI (" 1 A l non F.I'' • . . • . . . , 60 AI 1+•1l (t1 Il 1•• 1 1 I n N< h C 8. I n et-11.Q N 4 I. 1: ( 'pp1 e. ,.II ' v N I , et- — I p I / I 'it3'r 1 r - X5—P' 5 /'0 3 '/G'wv --` ', 1 il 11.01 11 l':—.____ F4f1••N fl,^ n ; Glean held r 1 f ulli 1 1• A e` 1iyF`a* s r i O I1 t 1 1 u N I VII e'ir, y 7ri 11 11, IA N nil •1 til 11) 1q' ••\ J1 rye / cOlit1 1 O '1, 1i i.111..II 1\ % — S. \. 0 (0 rl Re:c 1 t 11 a I 7 7i 8 11 •r11••t• s rrIl"` I ( rc •\ y} L Eitlr..9 Ne.ge I in fl.f l. 1 ri I , i is. +j f \ Zo IA A 8/I I' I I \/r' / Oi I 1, !: ,1.I y 1 . 11.. e! W11 Y t I..IIsI` t1.4 I., IL N 11 11 OM 11 j/At ;- U1 1, MI F•MI••. II 1 N• b as i H SR N.E. 1 ' I"a i;'0.`1 i I24'" Ave. 1 I IPY LEVEL 1 OFF-SITE DRAINAGE ANALYSIS Proposed Alder Heights Plat NWC — S.E. 184th Street and 124th Avenue S.E. King County, Washington Prepared for: Norris Homes, Inc. 2053 Faben DriveJAco. T,s,wAs„ A. Mercer Island, WA 98040 W'llarm 44* 11. 47r August 4, 2005 It 41 EXPIRES 10/10/fia9 1 Revised June 28, 2006 Our Job No. 11699 h REcElvED JUN 3 0 2006 KING COUNTY LAND USE SERVICES OA(' v.+ et,4 L.D5roolCIVILENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL ERVICES 7 18215 72ND AVENUE SOUTH KENT,WA 98032 (425)251-6222 (425)251-8782 FAX BRANCH OFFICES • OLYMPIA,WA • TEMECULA, CA • WALNUT CREEK, CA www.barghausen.com i' ve etico46 TABLE OF CONTENTS I TASK 1 STUDY AREA DEFINITION AND MAPS EXHIBIT A Vicinity Ma pi I EXHIBIT B Downstream Drainage Map EXHIBIT C Upstream Basin Map TASK 2 RESOURCE REVIEW EXHIBIT D FEMA Map EXHIBIT E Sensitive Areas Folios EXHIBIT F SCS Soils Map EXHIBIT G Assessor's Map EXHIBIT H Wetland Inventory Map EXHIBIT I Basin Reconnaissance Summary Report TA SK 3 FIELD INSPECTION EXHIBIT J Off-Site Analysis Drainage System Table 3.1 Conveyance System Nuisance Problems(Type 1) 3.2 Severe Erosion Problems(Type 2) 3.3 Severe Flooding Problems(Type 3) TASK 4 DRAINAGE SYSTEM DESCRIPTION AND PROBLEM DESCRIPTIONS EXHIBIT K Drainage Complaints r 1 I I I I 11699.011.doc[JPJ/dm] TASK 1 STUDY AREA DEFINITION AND MAPS j TASK 1 STUDY AREA DEFINITION AND MAPS The proposed Alder Heights Plat is approximately 4.41 acres in size located within a portion of the Southeast quarter of the Northwest quarter of Section 33, Township 23 North, Range 5 East, Willamette Meridian, King County, Washington. More specifically, the site is located on the northwest corner of S.E. 184th Street and 124th Avenue S.E. The enclosed Exhibit A—Vicinity Map depicts the approximatelocationoftheproposedsite. The existing topography of the site is located at a high point in the surrounding land such that runoff sheetfloi s off the property in all four directions north, east, south, and west. There are two wetlands located along the western portion of the project site that drain into a BPA transmission line easement, which tends t.z• sheetflow in a southerly direction. The site is forested with a scattering of buildings and one driveway access under existing conditions. The site tends to slope at 15 to 20 percent along the southern and eastern borders of the project site away from the project site. In addition, the northern property line of the site tends to slope at 15 to 20 percent towards the north and east as well. The western portion of the site is fairly level but sheetflows into two wetlands on the western portion of the site. The proposal for this development is to su divide the property into 22 separate lots with Tracts C and D for storm drainage park area, including de ention and water quality facilities located in the southeast and northeast corners of the project site. There are three separate downstream drainage courses from this project site for which the hydrology will be attempted to match in all drainage courses such that peak flow rates and volumes will be maintained after the site is developed to match the existing conditions as much as possible. The only downstream course to receive detention or water quality will be the southeasterlyandnortheasterlydrainagecourses. Elevations on the site range from 416 along the perimeter of the site up to elevation 434 at the high point of!the site. All existing buildings in this development will be removed with this project. UPSTREAM DRAINAGE ANALYSIS Based on the U.S.G.S. Quad Map, our site visit, and topographic survey prepared for the project it appears there is no upstream flow onto or through the site. In fact, runoff sheetflows from the project site off every property line of the site as the high point of the surrounding ground is located on this projectsite. 11699.011.doc[JPJ/dm] 1 EXHIBIT A Vicinity Map kt-3,40,F-mi L r N C118TH•C/l / 3S V #/ xitc 1191FI PL SE I L r rn A u 1113 llil n iI' p m i Kj m i 4 o1 5E AAy -1191H AV SE 'f* F o m k, vt 11sm w4' 118TH3s13l , 12DTH gPL' r1 SE 414 v sE 118TH AV$E120THpySE , AV SE V- rl.: elit} 12151 y m k- G L ryA 121STNtro L?SE j., ','. 121ST dv 120TH 72 ' VmVaileree Elm 4=id PL s r+a ,,, ,S122" .1 1ST4v,. PM SE _ 8 s3'E :f-23-Rt'''CLF15-1. 1- sE. P'3. 12'• i` yep235 ' K f4 ,q 1. 1247H swapEi e" 30iIAVSEi - N. ti 1nim LT SE rto125TH na tSTNAV, F ii 4 I • AV I l i ens Aae v k tiH3otzj'M m C 2 „ F 12siH PLSE a a?,5t 'i- H' A AV SE won` t q = ifSiH i 126Ti. _ n. N 3S 1d Nl Ltls r n m s ^jig 1 129TH ry^ 'a' f 1' T..',„...1,,,,,, I. 127rH PL-SE <i lESTH E w = 1,u.AV PL SE•- 1 a SS N`1 m" =m I" , L. , T x:L „' IL x 3 T S 1 m VNIFL 15 j Y ri w.>ajlti y"'A` I30 .p•‘ l 1301N y3IiYSE '1 .s', 'A^ x0 131STE '6^'w y 6 I Y• q4,-,e as AVSEA s 7_a 4 s,Sf x mommlSE- i,kr`" PL SE— fi1y ;! k s{'ri' s'10g'^, m Di Se _•°i„" r - l 5i4 g '6' S.--_ r m. . .i. -.. y. 6, ' 132N0 AV SE°` 3SST ? 4V •Ex ^;y F Z N. R1 ( 3, r ft. N 132ND PL SE AV , 1 -2ND 132N0 roy a,ti cre w'. A1T31 SE ',n PL SE 132ND PL SE III yi+eH N.,.. fr ,Y'i 133RD y 1J m f., t: Qj,PL5THAVSE my 1;iE :jai W r^r a Oppr o`rr'•strMR w ,.,.,. ` .:TNr-: WMos P. r Lin_ V 13!ill 1 S t. v1 j tD 13 moo 140TH py 001 p a 20200 140TH SE ' ¢ A 140TH = V sr,39T, h" It 1- m N 142NDAV PL SE 6,,,,,...k oLS SE 4, AY SE 41v, 14.ND AVrGaw+r:'y. pi IA m 16800 y vI'r" 11,,:,.iI2r r, 241ST r+ m m W nY 1 m y N H1CVF-.I rc V} b Q S LT SE 3N4dE ' m li.1,,.nr T..>>.-. I Z S 143RD _ ,_- I ro PL SE , p 'L SE ND PL H ?~ y1 1A2NDy rB AV SE E. it Ln nd 144TH PLC •'; 'IdS101,1 m1N 1 esE ,9ti = ~ 3Ni'' m N r °! SE m S 143RD N 9; -1114 , AV M F tT1 AV SE iir34tram146i$4V147THAV 146TH mul vi SE 1471H AY-E "2 ,-,,' ' AVSE n 1q+ 35 n111 t qt S 14 H S ram- m yYllymAV `i5d aZ 0 Ln arl 47THAYE..1 F; g m L%^•V 1 r ~ ^ 1 1 SE , ti 2 rr.,^.`_ra;}18400 149TH ti Sr S usfi N 4 1.Y i I m 1 ti v v3S 4n fr SE I O r I 1515T a { QY'' 1 hOil°. 1 1 I Asp;SE 47. EXHIBIT B Downstream Drainage Map i i L_ W Z ui 0 co cc cr, O POHAL1,,,, LEGAL DESCRIPTION CM C7 IV ' Y. 1 THAT PORT ON OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 33. a1TOWNSHIP23NORTH.RANGE 5 EAST,WILLAMETTE MERIDIAN.IN KING COUNTY,WASHINGTON, g p 1 l DESCRIBED AS FOLLOWS:x Z Q I(') 1'. k BEGINNING AT THE SOUTHEAST CORNER OF SAID SUBDMSION;0 O 4"' 999 THENCE NORTH O1'03'14-EAST,ALONG THE EASTERLY LINE THEREOF,A DISTANCE OF 490 8 0- 6 U FEET; O co >-THENCE NORTH 738'50'00"WEST A DISTANCE OF 415.60 FEET TO THE EASTERLY MARGIN OF STHE SEATTLE COVINGTON TRANSMISSION LINE RIGHT OF WAY; OTHENCESOUTH15'2T40-EAST.ALONG SAID EASTERLY MARGIN,A DISTANCE OF 509.89 OFEET.MORE OR LESS,TO THE SOUTHERLY LINE OF SAID SUBDMSION; Z 30f 25 50 100 THENCE EASTERLY,ALONG SAID SOUTHERLY LINE, TO THE POINT OF BEGINNING: Q Z 0 1 SCALE: `0 I EXCEPT THE SOUTH 30 FEET THEREOF FOR ROAD;ALSO N ,1%. z 1 EXCEPT THAT PORTION THEREOF LYING WITHIN Q ne r e ,,. MOCp PAR PDLE '¢ 1416.65HT THE RIGHT OF WAY OF SOUTHEAST 184TH a LEGEND e au. 1 STREET,ALSO m O Z 4a' ' oOe+F J NDG TARE rq( 1 Iwn<'••u K''' v VI.IG EXCEPT THAT PORTION THEREOF LYING WITHIN THE a . Z 0PPOWRAW0TOMRaR/OP(AS NOTED) w..F r i3Y77vA 0 Iaee ° qq ,•+ 2)IW18111fE5 RIGHT OF WAY OF 124TH AVENUE I1W mM77(uM) lpir, X- 9 • Y L 1 SOUTHEAST. in CCnSmQF MD IMO ucxr I I ASPHALT 6 eERAD CAJ - "% I% jA- A _// y-'yp' r_'.;7'-.If" E 4'W6 NII.t16A9 j Y Y AXTON BOX US NOTED) I- 1 CONCRETE nl..o m.0 ii.' " • ---# l Ccow N.," , t 1• - 1e" 7.S- R,'` c' .i 2.2_ z CATCHRCM(Ls) 61.6 1 °' a4,- -`'e ram. _- . X st* 6» 1 _ 1.„e s -11 II I e'ADS N.Itsw now Yr141dF(SON) I.___W_ GTAVEI x.ftowt t" ' _ J f+ a 116 )I( r:. in 4p i IIY'_ SURVEYOR'S NOTESCASICIERvKaPA>o STOCAS L ORAeACE lNE ion N(.'1KWe-G- GAt LW rP 1 .jj-'"', K; w" _ j s \ + ____ '` C •' ; 1. THIS DRAWING COMPLIES WITH NATIONAL MAP ACCURACY STANDARDS D9 M/) RE0 F 4 1 CI'N I I FORA TWO-FOOT CONTOUR INTERVAL AND DRAWING SCALE OF 1"- 50'. A REMMRIMI(fN) 1 _,4,0 .( aq- KKR UNEERGROURD 0 _:6FJ,- -' r m,w•.i -l I• i.POWEROCRICAD 4 UNAUTHORIZED ENLARGEMENTS MAY EXCEED THESE STANDARDS. WIER 11AMPLE X-- DlrAl L10 FENCE L \1, 7A 67 1 \I rix. / giEP YE1FF MAW•/L.IY SOON BrABCD WWE RICE iA° ' r *O x `' aa" / AZA ,: . 4M0801 2 HORIZONTAL DATUM IS NAD 1983 91)AND VERTICAL DATUM IS NAVDflocWNFRICE00.16°J°`N I D A 1988. COORDINATES AND ELEVATIONS ARE GPS DERIVED, BASED ONV000FDETpp. F'„ nRVan /• ° i T /\7 f\) A` •./1m y 1 1 , I is • KING COUNTY SURVEY CONTROL(KCSC)2862/6200(HEIR FOR POSITION WyOf"S CPVI 1 • t t 1 /I°0y X I AND ELEVATION)AND A NETWORK ANALYSIS INCLUDING KCSCN'aaa•r'h- x MAZER W($SYM ID)IIEBI nano / ARIIUaNE9 N 70P 6'DR 10'd RPE.It4.26 STATIONS 2887, 2915. 2926 AND 3830 1" En 1 uPR y,:,,'- `,' i i T u y 1 K I°^t NK1t cc co H O Z x . e-kr,..41 Aty / •,\# 5 j ti r•+l / I rl Y 3. SECTION SUBDMSION IS A COMBINATION OF KING COUNTY SURVEY UJ W N 17 ` ecwxoej. "A, w 4.11 \ y \ A; s. E CONTROL(KCSC)WITH SECTION SUBDIVISION SHOWN ON PLAT OF Q. M D eauw rp I 54 r^ HIDDEN CEDARS DIVISION II,BY SCOTT MACINTOSH,AND RECORDED IN 1t. , '~//' V / T v 1! VOLUME 150 OF PLATS AT PAGES 37-39,RECORDS OF KING COUNTY,Q Q 0 L'J r \,Wgx ,0• 'nA* t'.. . ED S WASHINGTON. a = V Q N m N,, 1 1 j f ' , 9' - 04 +Al i1 . R;U' I / - !"i, .-., 6.ALL TITLE INFORMATION SHOWN ON THIS MAP HAS BEEN EXTRACTED En 1:3 3Qyjl, `' Sx_ s I t` 1l k7 ••. 25 KPH SK,N FROM CHICAGO TITLE INSURANCE COMPANY SHORT PLAT CERTIFICATE Cr CV Z Z Jam. (._ / tq $ 4'r-- 1 - _( R' p 't-AXEU . ) \' \\ tTy PULL N0. 1160117,DATED MARCH 23,2005. IN PREPARING THIS MAP, N. 0 l 4T l`a l VARO'W :t a - a1\:,,. ;,y 'BARGHAUSEN CONSULTING ENGINEERS,INC.HAS CONDUCTED NO L 0PS i ,- Y .. uP:> J Z m as { I / 1.},, y° ,-.ni. • "- L -\\ 1 ( K '7 bah l IllllpTT666 ( 1 INDEPENDENT TITLE SEARCH NOR IS BARGHAUSE CONSULTING Z Z Z- -' I u6n. '[ry' 4a 1- •ExB / \ + ys fI I ENGINEERS.INC.AWARE OF ANY TITLE ISSUES AFFECTING THE Q W Z K r( r' STEPS ,.R /; n 17• i f SURVEYED PROPERTY OTHER THAN THOSE SHOWN ON THE MAP AND CO Lo CC O y4T 2,• r.d", 7n1`I DISCLOSED BY THE REFERENCED CHICAGO SHORT PLAT CERTIFICATE. 0 I v r / ; ,, rAn / ',.,,- j_" wh•e ul a Y•°° BARGHAUSEN CONSULTING ENGINEERS.INC HAS RELIED WHOLLY ON d 24,5 ' fr / N O N J)1 lYt h r mac*CHICAGO'S REPRESENTATIONS OF THE TITLE'S CONDITION TO PREPARE E I SUS CAC _`.'F 7 TEL J-R0x THIS SURVEY AND THEREFORE BARGHAUSEN CONSULTING ENGINEERS, ;wC; 4' lTo 'I",r I.f1- I I INC.QUALIFIES THE MAP'S ACCURACY AND COMPLETENESS TO THAT 4i / b ,' waJY A r1 TIN, -' y EXTENT dl7.:i 3'J°C)L: 41E5 I U- Zt\ EDT Py iy y t . - STEPS N JIY • P 1 ," R 12'ADS SNIT W 5. PROPERTY AREA = 192,176± SOUARE FEET(4.412 A ACRES)K'{\_ K._. Y. = 2 . .c;_ y ` AA, CO TYPE I aM./15.44 r r- J /^ ' ', ill 1 E 12'ADS NN133t 6.TAX PARCEL NUMBER ON THE SUBJECT PROPERTY IS: 332305-9009. d - . - _ `A 6 re IY w ,ill E 12"ADS 5=4 344 I'C -T.,•1K -'' r r -'`1' ro~7 UTILITIES OTHER THAN THOSE SHOWN MAY EXIST ON THIS SITE. ONLY R C ieel177[[[, ".°i°. ' 1 j CB TYPE 1 RIY It5'i6 THOSE UTILITIES WITH EVIDENCE OF THEIR INSTALLATION VISIBLE AT7'/`._ I "E-44•NSJIi yC . 4. 4.4g E 12•ADS N=IIJOI 1 _ a. -%''fbT -li _'C. i C {, E IY ADS SM-IliDl GROUND SURFACE ARE SHOWN HEREON. UNDERGROUND UTILITY HIGH 408UCF Uy1 11pY1BR' CV. __J'a*„I.5d _ 4 - e'Ht rp I IJ LC°,, E 12'ADS E.41286 LOCATIONS SHOWN ARE APPROXIMATE ONLY. UNDERGROUND TRANSMISSIONtiS ". le 1F s O- .,,it R 4 [ - 8ae '' >} / :,, • '.'(' E 12•ADS W-412.05 CONNECTIONS ARE SHOWN AS STRAIGHT LINES BETWEEN SURFACETOWIII E t2'ADS E={I1.61 tr.•) E 1 14 . 1 rPOlts V MA' 7"s,/ y::1 1 A UTILITY LOCATIONS BUT MAY CONTAIN BENDS OR CURVES NOT SHOWN. N a<e ti y- : `Ora K 0. y"PATER KKOOF POST SOME UNDERGROUND LOCATIONS SHOWN HEREON MAY HAVE BEEN S $ 1 4. DER TAKEN FROM PUBLIC RECORDS. BARGHAUSEN CONSULTING ENGINEERS. Si, ti.i - I Y_ '7 r INC.ASSUMES NO LIABILITY FOR THE ACCURACY OF PUBUC RECORDS. 6 r; LI Y A p,e x56'e '"e y t ~" J _'t P s f 2) f e ay 1 Y _ 8.WETLANDS SHOWN HEREON WERE DELINEATED BY BARGHAUSEN CONSULTING RO RON PIPE r`. ---.e i: Y.a_ U , IE ENGINEERS,INC.(BCE)ON MARCH 15,2005. BCE'S WETLAND NDG' EE.• - ee , •' 9i0' p'_._- •1'(.sJ ,Zy'P, t'• Iµ5SuIE TRIBEts DELINEATION WAS FIELD LOCATED BY BARGHAUSEN CONSULTING STREET SDI REE I'e0N PPE ENGINEERS,INC.SURVEY CREWS ON MARCH 28,2005. POWER POLE E 12'CNCI W.417.79 POWER POLE POWER POE e/IRNI E AER IIG drop 9. THIS SURVEY REPRESENTS VISIBLE PHYSICAL IMPROVEMENT CONDITIONS rn E 12'St C-418.34 1 CB TYPE I I8K.41535 EXISTING ON APRIL 1, 2005. ALL SURVEY CONTROL INDICATED AS S co$ xP E 12'IDS R'SA'.413.28 wWOWFlOCEFOUND'WAS RECOVERED FOR THIS PROJECT IN MARCH OF 2005.O E 1r ADS ENI582 E 12'IDS DE•413.22 CO J c2 TYPE 1 RK.116.27 TEL J-BOX L4J x n<E 12•ADS WN13.94 POIAZ POE 10.ALL DISTANCES ARE IN FEET(U.S.SURVEY FEET). O Q p ? E 12'ABS EM.41314 CHI TAN FENCE Z L,.. 11.THIS IS A FIELD TRAVERSE SURVEY. A LEICA FIVE-SECOND ELECTRONIC a A' N' 1 N N o TOTAL STATION WAS USED TO MEASURE THE ANGULAR AND DISTANCE O N°D i a 3) 4 a1. • RELATIONSHIPS BETWEEN THE CONTROLLING MONUMENTATION AS SHOWN. Z O LNIO CO Ria CLOSURE RATIOS OF THE TRAVERSE MET OR EXCEEDED THOSE SPECIFIED n< z IN WAC 332-130-090. ALL INSTRUMENTS AND EQUIPMENT HAVE BEEN MS 3 N N S2 z MAINTAINED IN ADJUSTMENT ACCORDING TO MANUFACTURERS'SPECIFICATIONS r N 22 k R 12.THIS SURVEY WAS PREPARED FOR THE EXCLUSIVE USE OF NORRIS HOMES, Y..-'..3- . Y.. UU01 '• oINC. RIGHTS TO RELY ON OR USE THIS SURVEY 00 NOT EXTEND TO ANY z IUNNAMEDPARTYWITHOUTEXPRESSRECERTIFICATIONBYBARGHAUSEN 5 CONSULTING ENGINEERS,INC.AND/OR THE PROFESSIONAL LAND SURVEYOR yVV4 4'DAr1,IWHOSESEALAPPEARSHEREON. sd ,- rAmA,,,,,:,,,,r, 0 r a d8 ,cOH9 q/2838 z.`'Jip C1SI2CA, S 0) rl g EWnEs 05 18/07 z m 5.. El rT TIL s" -s 11 _ 0)a if —A l ' w ram. /A r 1 , , i .1 ,t .•,,..' _- ^. ti S5+-?_ m.- it, „, ke N % `- ..' _ I_ 1 4 L• 1 S \ NRiiLP•Nam.,C '°i 1 I S i MB) ---...,: 1 I A iJ r', .., 1, 4) / i 1 i i %`-- \x\: , Jw,. a 1 -. J i i 7i- IIIL 1 -,:_ j D k l p IF: r"r7 1, fi r r Y D+ 10 J s=-r r 1) Q15S1 _C{p em \. co L ' t ' / Nr s1aW rfr 011J/1d I1 c,,, NI"la ' 0 * A. ii I ., , 1 'Alla ._-,,,, ) '4, $2 2 c 0 s .. y,• Op ...., 3,,,,, r In 0 I K pb r.-•. ' - '..- ''-\_~\ SC E,.k, ass I/Yt'_ CA tZtPOAss 33 i ir A m lar. 1 4101111,101* • A----:----,,,„, . -.-i - N- ii_ ,---.-. L., , -1,14,11. t., _.z.... ..., 4‘....,• ,, „I 4,,,,.-/_:::( I': '''-' ' />\ i, ,,_ \ 7 7:.. " - -614 14411- 4Fre- --__. _ . -'‘,,,,,i -),,\., -i; ,-_,'--,. ..„ ' ‘'*,-,,--,/,,i(rin,-- ,- ...e.'i,---.‘ \s -1 z‘://'‘) Sir4"; -74:. • IP....:: 1-2::-.1 'NI '.*' •-: V 3 o s ttci' c4.4 ts. No. I Dot. 19y I Ckd.I NV'I Rwvinion rob Number 'HA(l 18215 72ND AVENUE SOUTH D"bii°__"'L som. For THIo- NORRIS HOMES, INC. 1/4 MILE RADIUS MAP 11699 P F KENT, WA 98032 Drown __61_ Hpim,t, FORm:- 425)251-6222 2053 FABEN DRIVE t 425)251-8782 FAX cn.Nue m. O 1 ENG\HE 2 ApprovedVerticalV. 00t MERCER ISLAND, WA 98040 ALDER HEIGHTS pe' CML ENGINEERING,LAND PUNNING,N/A 6 SURVEYING,ENVIRONMENTAL SERVICES Dote 6/28/06 425) 275-1901 1 •, A0',.1,000`.,11699\rhib,:\11692 r3 ao9 Dcto.'i,mn5/:F./_006 11 $ stw ,,:le r, I- 1, I I r I J EXHIBIT C Upstream Basin Map I i I, V TASK 2 RESOURCE REVIEW TASK 2 RESOURCE REVIEW Adopted Basin Plans: The site is p of the Soos Creek Basin. Finalized Drainage Studies: This is not applicable. Basin Reconnaissance Summary Report: Once again, the site is located in the Soos Creek Basin. Part of the Soos Creek, Basin Reconnaissance Summary Report is to construct a berm and proportional control weir at Boulevard Lane Park. The project should be justified by a basin plan. The wetland rating is number one and biological assessment is needed to assure that this project does not decrease habitat values. It not known if that berm was ever constructed to this date. Critical Drainage Area Maps: According to the Water Quality Applications Map in the 2005 King County Surface Water Design Manual, Basic Water Quality treatment is required. According to the Flow Control Applications Map, also in the 2005 King County Surface Water Design Manual, conservation flow control known as Level 2 Flow Control is required as a minimum. Floodplain and Floodway FEMA Maps: Please see the enclosed Exhibit D-FEMA Map utilized for this analysis, Panel No. 983 of 1,725, Map No. 53033C0983 F, revised May 16, 1995. As indicated by this map,the proposed project site does not lie within a floodplain or a floodway of a stream. Other Off-Site Analysis Reports: A review of Exhibit I—Basin Reconnaissance Summary Report and a site investigation were conducted in preparation of this Level 1 Off-Site Drainage Analysis. The United States Department of Agriculture Soils Conservation Service Soils Map is also provided. See Exhibit F. Sensitive Areas Folios: Based on a review of the King County Sensitive Areas Map Folios,it was found the subject site does not lie within a sensitive area; however, it does drain to sensitive areas within one mile of the site adjacent to Soos Creek, which includes seismic hazard areas, erosion hazard areas, wetlands, and stream and flood hazard areas. Road Drainage Problems: This is not applicable. United States Department of Agriculture King County Soils Survey: Based on our review of the Soils Map for this area,the entire site lies within Alderwood type soils. Wetland Inventory Map: The Wetland Inventory Map for this area is included herewith. See Exhibit H. Soos Creek wetland located immediately east of the project site is the wetland that this site drains to in all three drainage courses. Migrating River Studies: This is not applicable. 11699.011.doc[JPJ/dm] 1 EXHIBIT D FEMA Map LEGEND S- SPEOAL FLOOp HAZARD AREAS INUNDATEDrc?iF. BY 1B0-YFAR FLOOD ZONE A No Am rend demo.*trimmed ZONE AE One Ond domino dmrnaea ZONE AN Met deptht to tree Neely reaedd.+e n d.' Me 1Med .Ie.Avh • of ZONE AO hood lose M ttorafed Iuwly deem • 1torah, denmmed.for arms of add.rs° `Manes aee dnnned. Aoo01' m ZONE A99 le be puma!from UM-year Soul 4fW>a Moe Imem. snem di. ' on w base eldorim d„enn . ZONE V am And ndh scex'ey bend I acting no base Amd..Meado.deterMhed. ZONE NE Cunal Mod en Minty N.n{Dom5ea.Ease Aud de5Vem determined.r„ I IY•} FLOODWAN AREAS IN ZONE AE i OTHER FLOOD AREASNATIONALFLOODINSURANCEPROGRAM2O"`X el m Bad.h n d op e„AM..d,aerate depths of 4o ManfroaMendraisyma thinIowe,E sear Minurenele;and od InamW by FIRM•O ZONE R 4y do rm m m b wad 500 eu jMWp1.;,. d Ion. ereFLOODINSURANCERATEMAP 'ZONE D ulderemme, e A KING COUNTY, UNDEVELOPED COASTAL BARRIERSI WASHINGTON AND 0INCORPORATEDAREASMew,md91 F1Pol Other... EMSW berm.an rlly' Md mVNn Ram.Area j PANEL OF 1725 P°°°"""°"e°' are norma sp.a I Flood S.M.SEE IMAPINDEXFORPANELSNOTPRXNTEDI' Rana D Sound.. 3'a•=n.tn"h"C::•••w; Eand.ry Gvidn 5 I CONTAINS:r''t wore twee°.rd Rood COMMVNRY RIMER PANEL SUFFIX Ss:4A OA:Sm Aran nr Onae°Ntf { ANNCom Base Roca Elendon, I SOTO CONM.Z°nn. SPm'el Rand wadI9aeAMVOA.3E0 MEAL soon I memo a 52-.. EaseElevam,Rood Ekmtm Dro• or Elwgmn Datum 5t0 sE.O Index00Oonhairlea Wove .rorrn 11,tnln Zeno.SE(Mao Indeit fa E4M'rie DaumRM7XEanlimAMerenmMat M2 sE.n Wm 97°07.30..32e22'30"'No.N Ny(m NzMAPNUMBERhoNnon 53033C0983 F NOTES he moo is for um an ederw AN.fie ewreanot *11.4 a_9"ua"u°a°(mteProgram:MAP REVISED: 59.a Farad Neal am, ex a N,lemma wnd A MAY 16,1995 e Lane eno,r;[I I F va eRam a nave goofy onlyep.eW°'0wvNO.O NGVD. I 9.enm from B efined M the flohne'Wei Sorbs for MadamWm*. Mors of So..food Ned dOO-7e.r fadl Meade Zones 0.AE AlA0, ' 11 A99 l W YE rr ,Ow kenSm.Eland Hu. maybe WONaed IM IFederalEmergencyManagementAgency,/ awCee Wma Boor..of mo aoi. IMemo.bowmen were commuted eSo w FERNAs' sank,The Soo.:is mama e Emergency Mangan t M ee. .oNewronN of me F.daN • DOWn'n•rMw xmsam,.e.s may b m n.roe to mow to sal.ibWvmp wVaM podded a M Flood S.suuna Surly Rn wt tPR1sea•8 Smai Wg:.K ate bapWdn N Cm.Banat older Ns CM. Coma shwas a NWwdr'ent Mt W AMOthemiseNamed 0.M-5911. m cement n of the date of NS m.P.Co u.a I--' SON approprlate to deb la...pg..Z commieEmmsAmeMoaned +memo. baamn m dam Sera...NO or tN Nwd co ODE,Reo A4p mnxwg..n he MionolInoIndex m.p 9.Wa me One ram orate.m moans*on. . MAP REPOSITORY Refs to Regdsimry Usling on Map Inds. EFFECTTYE DATE OF COUNTYWIDE FLOOD WSURANCE RATE MAP:1 SEPTEMBER 29.1969 EFFECTIVE DATEISI OF REVISIONIST TO TNIS PANEL:RMS.May•.NM to WWb ON ImiNE To do/ TorriMatv, e is mnlNOWalumnae Insuranceenur.,,,.gadsRoodlmvnsnceRoganaNBOO13TBEE2V I llirgt APPROXIMATE SCALE IN FEET 500L4zr 5'4 i ilstti*• AVENUE i SOUTHEAST ir ttpt / '` HlTH AVENUE SOUTHEAST i 1J MTH AVENUE SOUTHEAST T<4 J19TN tAHE sUUTHFASi ook. x 0 I ;oil" 1% ^2.P / - IMTH AVENUE SOUTHEAST. L. i UAli H10tt 1.nE iMEMI 0 y5Y•AW' 3 ? $ AVENUE a:11 1LNO AVENUE SOUTHEAST 1 1S •, L 9 S 123RO AVENUE SOUTHEAST 9 en d t K ' 1 1E<TH AVENUE SOUTHEAST E SOUTHEAST t, 125TH AVENUE', I SOUTHEAST 1257H AVENUE SOUTHEAST ISVPMIOS M N twJ s' y- A T{ M1 T r '. iv / 1zeS AVENUE sOuiNEAST J` a s s 4 souTHEAST Sos 1 rT }'j 1z7TH AVENUE SE 1N C. ti_ +:;' j rc,, r 3 K t wt iiA > Y T f-.. 7 , Cmi' y a i f 1 0 tISTH AVENUE SOUTHEAST 11 rs i :Fw og11]piH AVENUE SOUTHEAST T p I C3 y W m sc7y pl7 15=NO PLACE r NO F HlSPI iNi A• T3ATH E SOUTHEAST"' === JJi 1 g Q - I MAD AEA,5OUINEAsi__......-. --- .....7.; \...1 1 , 1 2 c 10010. i!1 i 12 tO 1 1SV3HHIOS N S i ISOV AO`S 3N1E Fat, 341H3AY Ni9E1 y a R; 3 P Nam SOUTHEAST g O{ 1 8 JOINS PANEL 0550 EXHIBIT E Sensitive Areas Folios li I 4 i;. t.„.. ..• . ,..,„ 7, ::::::::::: Fi.,- 7, r--_ ----- _---...--- -.. ___ _____ dritro. AL, 1 Ir, . raw A r. ` S/ tom 41Ri i I..... 1 .:•::::-.. s jii 4 / l j-- v 1 py.....% r' •` s 1{'_ ./ w . Arta 9. 7 .•:. A •... 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' .;• 41 Pool 1 E HIBIT F SCS Soils Map TABLE 1.7-APPROXIMATE ACREAGE AND PROPORTIONATE EXTENT OF THE SOILS Soil Area ' Extent Soil Area Extent Acres Percent Acres Percent Alderwood gravelly sandy loam, j i Klaus gravelly•loamy sand, •6 • 0 to 6 percent slopes 22,000 4.9 to 15 percent slopes 420. • ,1 Alderwood gravelly sandy loam, Mixed. alluvial land 1,500 .3 6 to 15 percent slopes 165,170 37.1 Neilton.very gravelly loamy sand, Alderwood gravelly sandy loam, I 2 to 15 percent slopes, 4,660 1.0 15 to 30 percent slopes 14,280 3.2 Newberg silt loam. '3,660 .8 Alderwood and Kitsap soils, very Nooksack silt loam 3,100 .7I . . steep 39,000 8.8 Norma sandy loam 4;230 1.0Arents; Alderwood material,•0: Orcas peat 730 .2 to 6 percent slopes 3,500 .8 Oridia silt loam 6,630 1.5Arents, Alderwood material, 6 Ovall gravelly loam, 0 to 15 . to 15 percent slopes 6,000 1.3 percent slopes 1,780 4iArents, Everett material 700 .2 Ovall gravelly loam, 15 to.25 Beausite gravelly sandy loam, 6 percent'slopes 3,840 I .9, to 15 percent slopes 7,600 1.7 Ovall gravelly loam, 40 to 75 Beausite gravelly sandy. loam, 15 percent slopes 1,250 3 to 30 percent slopes 2,700 .6 Pilchuck loamy fine sand 1,630 4Beausitegravellysandyloam, 40 Pilchuck fine sandy loam 640 1 to 75 percent slopes 890 .2 Puget silty clay loam 8,130 1.8Bellinghamsiltloam2,610 .6 Puyallup fine sandy loam. 4;840 1.1Briscotsiltloam5,430 1.2 Ragnar fine sandy loam, 6 to Buckley silt loam 12,130 2.7 15 percent slopes . 1,540 3Coastalbeaches1,105 .2 Ragnar fine sandy loam, 15 to • ' _ Earlmont silt loam 1,140 .3 25 percent slopes. 500 .1Edgewickfinesandyloam2,340 .5 Ragnar-Indianola association, Everett gravelly sandy loam, 0 to sloping 8,110 • 1.8' 5 percent slopes 5,500 1.2 Ragnar-Indianola association, Everett gravelly sandy loam, 5 1 moderately steep 1,150. •i ,31to15percentslopes15,700 3.5 Renton silt loam 5,040 ' 1.1iEverettgravellysandyloam, 15 Rive/wash 3,700 8 to 30 percent slopes . . 300 1.4 Salal silt loam 560 1Everett-Alderwood gravelly sandy Sammamish silt loam 790 2Iloams, 6 to 15 percent slopes 8,405 1.9 Seattle muck 8,650 1.9 7 Indianola loamy fine sand, 0 to 4 Shalcar muck 1,220 3 percent slopes 2,670 .6 Si silt loam 1,750 4 Indianola loamy fine sand, 4 to Snohomish'silt loam 2,100 • . .5 15 percent slopes 2,600 .6 Snohomish silt loam, thick Indianola loamy fine sand, 15 to -surface variant 500 1 30 percent slopes 500 .1 Sultan silt loam 3,580 ' .8 Kitsap silt loam, 2 to 8 percent Tukwila muck . -• . 1,730 • .4 slopes 5,000 1.2 Urban land 10.,650 2.4 Kitsap silt loam, 8 to 15 percent Woodinville silt loam 2,800 6 slopes 6,550 1.5 Kitsap silt loam, 15 to 30 percent slopes 4,270 1.0 Total 445,500 100.0 1 9 1 I EXHIBIT G Assessor's Map I I Ls y4 9270 1 COOwnx 466.. .. m/9 NO " ' p_ a : . ... . 1 1 0,•: g. ^, 100.01 1oo.01 ¢ A 112.9 103.17 30 61.04 30 : 7Y' \ OM S ' N't Mn ,, s• IF50 v IV; g': a S o`•\• -4. AA e 1°: ' 3s.:. 7sn/ nz14 o.3s 65720 m 5 .1 LOT4.,5' 6° OL59 0270 v 97444 4 7, g Y 83.01 94,6 p V 10142 0340 1.4"' f7191 SF LOT BOA 138 3/ ,,• 21p0 22,' vn Jtt 9444. . I ' , 304 , A,22 116; r 5 B 0 a m g 9 P. Q.9660/ 383914 g 0200 ~ Aec / '1°a1°0220 n a 02441;19 i9 1 b` A a54f4 •'o°°es4a,d 3V71677f • t§1.49 S. IE 1-W A3 d.a. 2,.• i i 8190 60 ... eV 1 3 W E 09 eie 0° AA, KC 774.280937 , 4, e t }0V t7 7" 1i.•i p 4 899 7 B .AV T. A° 10T2 15470/ 28459I o 1 431374 AO122it9, mB7 a • .332305 91.° 13' 1d a1}.f/- r ^\ , Vt4 s :- 0-1 n .,9.20 694231 9 ^ ^KCSP S008 2ig2.7a TCl es''a°- 1 1.50 AC ..... 2 0 0401108001 2139 dd P , z 390,OD 3008 $ S 7,9-02-se S H 279004 F 140 1 420.10 L^ H 2 b AS.To 3t5 00 LOT t; a Ra. 2 W i mo s9oo4 P.Vyy.. 6' 332305 H e o uo 0221 t. °ife2.4e pp s g,^'& IOC 7010171029 ,> 078044 x e-ss n 12.50 m 470974 A 21 2 76940r c 1.OB AC z lDT 1 46379/ '• j OIIO 9033 k 07:sg N 58-04-11 N``@$,Pd x efi-so-30 (5 _31S.50 90A LC. LLA 4,390M0115 50 323.1$ N 52-50 II L11.a.IP.I 25B".!d bQ1 Aloe1 332305 a` ^ m S - 35062 s g 3A 2 a1 TRANS 391B /37 i 2: m0in 1.16 AC , `_30 RU, tla64/ 2.0 A0 4.32 AC 299.1- - -.... - _ 249 Ss V1 ,( Airy° ONO C042 0, 474.50 I 1 KC407Ot0O4 8404180944 2 11e 1Y8 9 92221 Y P.E2001.17 AA LOT Zy ! ma4IWE11 430320 fi 1 0093 370334 ,.... 6 O 44 m ...._.,. a....-'• -'- .. x 68-g0-11 N26960/ 6.01 JJ mti , y 0.35 AC oa 9 9 NOTHWEST:RN GARDEN 1 SITEP qq w.. fl0 H- S4P , 4 319004 P1 1 ma 1 300 561.62 261.52 1 m f 7 160 30 150 1 261.92 I X TRACTS DIM.NO. 6 N... 320 1 u if ; 111996 w1 a41w d 1 1 1 1 g fj9X.4• 1 1 3004 423004 j OAD 0301 1 1 yOyy x 4430 Aso; 00 150 343 34 30' ROAD ES 1 7/15/49 TRANS. /J'1. {.Jry11• 30 A00.3919394 VOL 2856/32B 4 ICATED BY 9.P.692.04 en"/, 40 tp..4-g._ 4u:` 2B/43 I 130 m 320 J L"-=yo,..39f9394 9-R•1l4v 1\ 1RAN' dig• { A.F.m93.2099/328 30 ml.ry' 1 °° 1m1 id. 1 'l1 7-1s-49 ull\ A 11,0: 7„.... i ASSESSOR'S MAP 1 NORTH I E ; HIBIT H Wetlan s Inventory Map I I T I Ceti 1 d41' 1 Lower Cedar River Greer 2i Zi1 sc lidirrj TA5 el. 4 1 - 6 Bar c\S" 71.7 $ 9 A'e.°°' 12 V1715 75 16 201111b. 233. 81 Black River 24 27 62 Jenkins Creek 2, 1 36 80 fl 26 . 161 ill 30 .2: -". 01t Soos ` 29 Creek 39 99 38 li 30-98iltf op 5 50; 87 ,J. 48 7AAll e Li i .•. 49 52 84 53 Fr5556 Lower Green River Covington Creek GS 4Jio 1 Middle Green River f Mile N I 0 34 1 1 ij i a Soos Creek Green River Basin per Tir tF. 9;YI". ! +, y,, 1 R„/ 1 • v 1 t "`' ; t 1 C° ' .•.3' .h, '''- T ram I} r* N cif. 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Photo Date: 5-80 i North 4 Approx.Scale: 1"= 1000' WETLAND: Soos Creek 2 J COMMUNITY Soos Creek PLAN AREA: LOCATION: 35-23-5 BASIN OR Green River SE 28-23-5 DRAINAGE: INVENTORY DATE: 8-4-81 ACREAGE: 134 CLASSIFICATION: Fish and Wildlife Service Common Name PSS1 Palustrine, Scrub-Shrub, Broad- Scrub-Shrub leaved Deciduous (Willow) PSS3 Palustrine, Scrub-Shrub, Broad- Bog leaved Evergreen (Labrador Tea) PF04 Palustrine, Forested, Needle- Forested Wetland leaved Evergreen (Hemlock) POW Palustrine, Open Water Open Water PEM5 Palustrine, Emergent, Narrow- Shallow Marsh leaved Persistent (Cattail) NOTE: The wetland edge shown above is approximate. In marshes, ponds or lakes,the transition from standing water to uplands Is usually clear. However,the edges of forested or scrub/shrub wetlands are less distinct. There,the change from wetland to upland often occurs over a broad area called the "transition zone". For a discussion,see Wetland Plants of King County and the Puget Sound Lowlands and"Guidelines for King County Wetlands." Soos Creek 2 OBSERVED SPECIES: (refer to list in.Appendix 1) Trees: AR, PT,, TS, TP Herbs: LA, MU,1 OS, PH, RR, SD, TL Shnsbs: AC, CS,I CS, LL, RP, RS, SX, SD Sedges/Rushes/Grass/Fern: SE, BX,' AX, AF, CX, EX, JE, JX, LM, ,PA Birds: GB, MA, VS, TS, BS, RB, AR, ST, MW, SS, YT, YW, WW, RS Mammals: Fish: Other: DF RARE/ENDANGERED/THREATENED SPECIES: (refer to list in Appendix 2) Recorded/Observed: Potential: SIGNIFICANT HABITAT FEATURES: OUTLET: Type: Pipe, Overland, Undefined Condition: Open Outflow enters: Stream POTENTIAL STORAGE: Existing Active: 786 ac. ft. Potential Active: 258 ac. ft. GENERAL OBSERVATIONS: Litter from park on south edge. Fill pushed.into wetland from west edge. Ponds artificial. Bog area is drying up. WETLAND EVALUATION SUMMARY: Data was collected in the five categories shown below. Within each category the data was evaluated to produce numerical values. Composite values for each category were produced in order to compare each wetland to other wetlands in its sub-basin and in King County. The result of that comparison was a percentile rank. The percentile is expressed on a scale of one hundred and indicates the percent of wetlands that scored . equal to or below that particular site. For example,a percentile 'link of 80 under sub-basin means that the wetland scored equal to or better than 80 percent of all sites within the sub-basin for that evaluation category.NOTE: The percentile ranks are valid only within the individual evaluation category and are intended solely for reference and comparison. Rank Evaluation Category by percentile) Sub-basin County-wide Hydrology: runoff storage potential,water quality,potential for minimizing damage 94 98 in downstream areas Biology: quality of habitat,abundance and diversity of plant and animal species 94 81 Visual: diversity and contrast of wetland and surrounding vegetation, 96 22 surrounding landforms Cultural: types of access,proximity to schools/institutions,overall 23 35 environmental quality Economic:' presence of agriculture/peat extraction,anadromous or game fish, 33 12 game birds or mammals of commercial value WETLAND RATING: Each wetland was assigned one of three possible wetland ratings. The wetland ratings were determined by examining the scores of selected inventory tasks, specific data or percentile ranks for individual evaluation categories. The.criteria used to assign the wetland ratings are described in the Introduction. For each rating a number of specific guidelines for new development in or adjacent to wetlands were prepared The guidelines are intended to assist in carrying out King County's Sensitive Areas Ordinance and other wetland policies. They are included in a separate report titled"Guidelines for King County Wetlands". Wetland Rating: I (c) I a EXHIBIT I Basin Reconnaissance Summary Report RECONNAISSANCE REPORT NO. 2 SOOS CREEK BASIN JANUARY 1986 i Natural Resources and Parks Division and Surface Water Management Division King County, Washington I King County Executive Tim Hill King County Council Audrey Gruger, District 1 Cynthia Sullivan, District 2 Bill Reams, District 3 Lois North, District.4 Ron Sims, District S Bruce Laing, District 6 Paul Barden, District 7 Bob Grieve, District 8 Gary Grant, District 9 Department of Public Works Parks, Planning and Resources Don LaBelle, Director Joe Nagel, Director Surface Water Management Division Natural Resources and Parks Division Joseph J. Simmler, Division Manager Russ Cahill. Division Manager Jim Kramer, Assistant Division Manager Bill Jolly, Acting Division Manager Dave Clark, Manager, River & Water Derek Poon, Chief, Resources Planning Section Resource Section Bill Eckel, Manager, Basin Planning Program Larry Gibbons, Manager, Project Management and Design Section Contributing Staff Contributing Staff Doug Chin, Sr. Engineer Ray Heller, Project Manager & Team Leader Randall Parsons, Sr. Engineer Matthew Clark, Project Manager Andy Levesque, Sr. Engineer Robert R. Fuerstenberg, Biologist & Team Leader Bruce Barker, Engineer Matthew J. Bruengo; Geologist Army Stonkus, Engineer Lee Benda. Geologist b Ray Steiger, Engineer Derek Booth, Geologist Pete Ringen, Engineer Dyanne Sheldon, Wetlands Biologist Cindy Baker, Earth Scientist Di Johnson, Planning Support Technician Robert Radek, Planning Support Technician Randal Bays, Planning Support Technician Fred Bentler, Planning Support Technician Consulting Staff Mark Hudson, Planning Support Technician Sharon Clausen, Planning Support Technician Don Spencer, Associate Geologist, Earth David Truax, Planning Support Technician Consultants, Inc. I Brian Vanderburg, Planning Support Technician John Bethel, Soil Scientist, Earth Carolyn M. Byerly, Technical Writer Consultants, Inc. Susanna Hornig, Technical Writer Virginia Newman, Graphic Artist Marcia McNulty, Typesetter Mildred Miller, Typesetter Jaki Reed, Typesetter Lela Lira, Office Technician Marty Cox, Office Technician P:CR i k TABLE OF CONTENTS j SUMMARY 1 II. INTRODUCTION 1 FINDINGS IN SOOS CREEK BASIN 2 A. Overview B. Effects of Urbanization 3 C. Specific Problems 4 1. Bank failures 4 2. Channel erosion 4 3. Flooding and potential flooding 4 4. Stream habitat 4 IV. RECOMMENDATIONS 5 A. • Inform appropriate governmer tal agencies of 5 the reconnaissance findings B. Reevaluate specific surface wafter management 5 policies C. Prepare a comprehensive basin plan 6 D. Construct the capital improvement projects 6 E. Maintain or enhance instream and riparian habitats 6 V. MAP 71` I APPENDICES: I APPENDIX A: Estimated Costs A-1 APPENDIX B: Capital Improvement Project Ranking B-1 APPENDIX C: Detailed Findings land Recommendations C-1 I I L SUMMARY The Soos Creek Basin is located north and east of the Green River in King County. While the southern and eastern portions of the basin are rural, the remainder is a rapidly expanding suburban community. This development pattern has not caused serious environmental damage or flooding, however, due to highly pervious soils, an extensive network of streams and wetlands that provide natural storage for stormwater runoff, and the fact that development has only recently accelerated in this basin. Although the overall severity of problems in the Soos Creek Basin was not great at the time of reconnaissance, several significant problems were identified and should be addressed. These include bank failures, channe erosion, flooding in some locations, and poor stream habitat. Recommendations to address these problems include efforts to 1) inform appropriate agencies of the reconnaissance findings, 2) reevaluate specific policy issues regarding the management of surface water, 3) prepare a comprehensive basin plan, 4) construct the j capital improvement projects evaluated with citizen advisory committee criteria, and 5) maintain or enhance habitat throughout the basin. II. INTRODUCTION: History and Gloals of the Program In 1985 the Kingg County Council approved funding for the Planning Division (now called the Natural Resources and Parks &vision), in coordination with the Surface Water Management Division, to conduct a reconnaissance of 29 major drainage basins located in King County. The effort began with an initial investigation of three basins --Evans, Soos, and Hylebos Creeks — in order to determine existing and potential surface water problems and to recommend action to mitigate and prevent these problems. These. initial investigations used available data and new field observations to examine geology, hydrology, and habitat conditions in each bawl. Findings from these three basins led the King County Council to adopt Resolution 6018 in April 1986, calling for reconnaissance to be completed on the remaining 26 basins. The Basin Reconnaissance Program, which was subsequently established, is now an important element of surface water management. The goals of the program are to provide useful data with regard to 1) critical problems needing immediate solutions, 2) basin characteristics for use in the preparation of detailed basin management plans, and 3) capital costs associated with the early resolution of drainage problems. The reconnaissance reports are intended to provide an evaluation of present drainage conditions in the County in order to transmit information to policymakers to aid them in developing more detailed regulatory measures and specific capital improvement plans. They are not intended to ascribe in any conclusive manner the causes of drainage or erosion problems; instead, they are to be used as initial surveys from which choices for subsequent detailed engineering and other processional environmental analyses may be made. Due to the .limited amount of time available for the field work in each basin, the reports must be viewed as descriptive environmentail narratives rather than as final engineering conclusions.I , Recommendations contained in each report provide a description of potential mitigative measures for each particular basin;! these measures might provide maximum environmental protection through capital project construction or development approval conditions. The appropriate extent of such measures will be decided on a case-by-case basis by County officials responsible for reviewing applications for permit approvals and for choosing among competing projects for public construction. Nothing in the reports is intended to substitute P:SCB 1 i I Soos Creek Basin continued) for a more thorough environmental and engineering analysis possible on a site-specific basis for any proposal. III. FINDINGS IN SOOS CREEK BASIN Reconnaissance in the Soos Creek Basin was conducted in November 1985 by Ray Heller, resource planner, Randall Parsons, engineer, and Don Spencer and John Bethel, consulting soil scientists. Their findings and recommendations are presented as follows. A. Overview of Soos Creek Basin Geographic and land use features. The Soos Creek Basin is located north and east of the Green River in the eastern portion of the Soos Creek Plateau Community Planning Area. The basin is situated east of the city of Kent, northeast of Auburn, and southeast of Renton. The city, of Seattle's Lake Youngs watershed is included in the Soos Creek Basin. The south and east portions of the basin are rural in character, with the north and west portions committed to a suburban development pattern that includes subdivisions and scattered single-family homes. The 1985 King County Comprehensive Plan shows areas east of Big Soos Creek (in the northern.part of the basin) and.south of Lake Youngs with "rural development" designations that specify 1-5 dwelling units (DU) per acre. The southern area to the east of Soos Creek and north of the Green River is designated "transitional." This interim designation will limit development to rural- residential densities until such time as rural/urban designations are made through updated community plans. The King County Parks Department owns more than a five-mile stretch from Southeast 192nd Street to Lake Meridian, along Big Soos Creek. These presently undeveloped park lands are mostly wetlands and lie within the 100-year floodplain. Major geologic, hydraulic, and, hydrologic features. The Soos Creek drainage area is a tributary basin to the Green River basin. The area is part of the Puget Sound 5 wto lands and is characterized by a glaciallacial drift plain, covered by small ridges and rounded hills that were formed by continental' glaciation. While the Soos Creek Basin is moderately developed, the degree and amount of channel erosion, slope failures, and other forms of geologic and hydraulic damage are far less than might be expected. Artificial conveyances are also still functioning in this basin as they were originally 'designed and intended. These conditions may be explained by three main factors. First, there is a very effective natural retention and detention (R/D) system provided by an extensive network of 52 wetlands and numerous major and minor streams. Most of the wetlands are located in the northern portion of the basin in the upland areas as well as adjacent to streams. Big Soos Creek originates in the northeast corner of the plateau and flows southeast to .the junction of Little Soos and Jenkins Creeks, then curves west at its confluence with Covington Creek. Big Soos Creek joins the Green River east of Auburn near State Road (SR) 18 at 160th Avenue SE. These wetlands and streams appear to be functioning well as stormwater control facilities for the current levels of development, as well as serving to prevent damage from surface water runoff. P:SCB 2 Soos Creek Basin j continued) k. ) Second, the soils in the upland i areas generally have a high infiltrative capacity, particularly in the southern portion of the basin. Stormwater is absorbed into the ground at these.locations before it can cause erosion or other damage. Third, development in the bast has only just begun. Properly functioning wetlands and streams have not yet been ialtered, nor have well-draining soils been covered byimpervioussurfacestoanygreatextent. Maintaining these properly functioning drainage systems should be a goal in this basin and will be the focus of recommendations made later in the report. Habitat characteristics. The habitat of Soos Creek Basin is generally good and supports large populations of both native and hatchery anadromous fish. The source of the hatchery fish is a State facility near the mouth of Soos Creek. Cutthroat trout reside in stream waters, and anadromous fish spawn and travel in many of the tributaries and the main stem of Big Soos,. according to field observations and reports from local residents at the time of reconnaissance. Habitat is being damaged or threatened in some places by tank erosion and degraded water quality associated with land clearing, livestock feces, aid wetland filling for development. One of the more serious instances of habitat-threatening erosion originates at the parking lot of the Seattle International Raceway (SIR), which is located on the plateau in the lower portion of the basin. Drainage from the paved parking lot is increasing erosion in nearby tributaries and filling spawning gravels with sediment. Appendix C of this report identifies sites of habitat damage or potential damage. Further water quality information related to habitat in the basin can be found in the Critical Stream Inventory of Soos Creek, published by Metro. B. Effects of Urbanization Low levels of development in most parts of the Soos Creek Basin, together with a well-functioning natural drainage system, have kept serious erosion, sedimentation, and habitat damage to a minimum until now. However, the present and projected rates of.. development indicate that there could be increasing amounts of damage, as suggested by the types of problems observed during reconnaissance. The expansion of impervious surfaces in the basin is already beginning to accelerate the rates and volumes of stormwater flowing into (and reducing the capacities of) both natural and artificial channels. Impervious surfaces are also reducing the amount of, highly pervious soils available to absorb runoff. The predictable impacts are already in evidence: erosion, mass-wasting, sedimentation, and degraded water quality and other habitat destruction. I The following section provides a more detailed account of problems found during field investigation.1 C. Specific Problems Identified The study team examined numerous sites along the main stem of Big Soos, Little Soos, and West Soos Creeks, as well as 21 small drainages tributary to these main stems. Several of the most significant problems found during reconnaissance are described below. P:SCB Soos Creek Basin continued) 1. Bank failures. On Tributary 0072A, river mile .30, for example, there exists a major bank failure triggered by bank undercutting. The source of the problem appears to be increased runoff from street construction. Unless flows are intercepted and redirected to storm sewers or other facilities, there will be increased bank erosion and consequential deterioration of property and stream habitat. 2. Channel Erosion. This i icludes both instream and bank erosion caused by large volumes of runoff emerging from storm drains and washing away highly erodible soils. This creates a new, deeply incised channel that enlarges over time. One example of this problem occurs on Tributary 0072 near the SIR in the lower part of the basin. Large expanses of pavement at this location have contributed to high volume flows and channel erosion. 3. Flooding and potential flooding. In numerous locations, development has increased the amount of runoff entering existing drainage facilities or otherwise impeded the ability of natural systems to carry the amount of runoff. When drainage systems fail to function as they were intended, flooding can occur. Increased development w'thout concurrent increases in drainage facilities adds to the possibility that serious flooding will occur. On Tributary 0092, river mile 1.20, for example (collection point 11), the Little Soos has been contained and manicured as it passes through a developed plat. Such alteration to a natural drainage channel reduces the stream's capacity in places. The result has been the regular semi-annual flooding of some homes. Further development could aggravate these kinds of flooding problems. 4. Poor stream habitat due to: a. Lack of overhead canopy and streamside vegetation. Overhead canopy stabilizes water temperature, while streamside vegetation protects banks from erosion. b. Contamination by livestock feces. In areas of the basin where livestock have extensive access to streams, water quality has become degraded by animal feces. These cause harmful nutrients to be added to the water which can threaten fish survival c. Erosion. Streambank and channel erosion, already described above, is caused in part by livestock access. On Tributary 0073, river miles 3.60-4.70. for example, there exists poor stream habitat because livestock have trampled and denuded banks of vegetation; this has led to the -sedimentation of spawning areas and caused turbidity. IV. RECOMMENDATIONS FOR ACTION The following recommendations are based on findings of the field team and reflect the original goals of the Basin Reconnaissance Program, as outlined in the introduction of this report. 1 A. Inform appropriate governmental agencies of the detailed findings from the reconnaissance of this basin. 'Project representatives should meet with staff from King P:SCB 4 Soos Creek Basin t continued) j County Roads Division, Surface Water Management Division, Building and Land Development, and other inter I ted agencies to transmit relevant information. B.' Reevaluate specific policy issu regarding surface water management. These may include the need to: 1. Improve enforcement of wetlands regulations to maintain these areas in their I_. natural states. This will insure their continued function as surface water quality and quantity controllers, as well as preserve their habitat value: If regulation proves ineffective, the County should secure easements or consider other means to preserve wetland area. 2. Require the establishment of undisturbed buffers and setbacks adjacent to natural drainage swales. Variations in stream morphology and geology indicate the need for stream corridor guidflines that take these into consideration. Improve enforcement of "no clearing" covenants in these sensitive areas or seek County easements or actual ownership. Fencing along streams in livestock areas would help water quality and reduce erosion and sedimentation. 3. Investigate and promote the infiltration of surface water where feasible and economical to reduce increased runoff from developed areas. Also, encourage the use of grass swales and open ditch conveyance systems to improve infiltration and water quality enhancement capacity. Areas of high filtration are identified on final display maps (for the Basin Reconnaissance Program) in the offices of Surface Water Management, Building and Land Development, and Basin Planning. 4. Require the tightlining of storm-drainage outfalls down steep or sensitive slopes using state-of-the fart facilities, including high density polyethylene pipe with energy dissipation at the outfall. S. Reevaluate stormwater rate and volume release regulations for new developments. Current regulations may be inadequate and result in unacceptable downstream erosion that causes property damage and loss of habitat. 6. Increase current maintenance levels for King County surface water R/D and conveyance facilities. Due to the lack of funding, maintenance of existing facilities is sometimes insufficient and results in facility dysfunction and failure. These will only be aggravated by additional upstream development. I I P:SCB 5 Soos Creek Basin continued) C. Prepare a comprehensive basin plan to consider, at a minimum, the need to: 1. Enhance and utilize the extensive existingwetlands as regional storm-detention facilities without jeopardizing habitat values. Prepare a schedule for the anticipated need for these hydrologic enhancements as they relate to projected development in the basin and impact the wetland ecology. 2. Examine existing storm-detention and conveyance facilities to determine whether their control orifices are properly sized to optimize the detention site and achieve the maximum benefit to the downstream systems. 3. Establish floodplains in low-lying areas of slight gradient for existing and developed runoff conditions, i.e., adjacent to wetlands, particularly for wetlands proposed as regional detention sites where inundation of adjacent properties may be significant. 4. Identify stream reaches critical to the maintenance of anadromous and trout populations., 5. Review geologic findings from this study in order to identify areas of particular soils' sensitivity and develop special analysis criteria for new developments. D. Construct the capital improvement projects according to the CIP priority selection criteria. These projects,.identified in Appendix B of this report, include projects to: 1 Calibrate and retrofit existing detention-control structures_and to improve existing conveyance systems. 2. Stabilize channels and slopes. 3. Provide regional detention facilities, including the utilization of wetlands, where biological assessment has determined that the natural habitat values will not be significantly altered. E. Maintain or enhance the instream and riparian habitats. 1. Maintain wetlands and buffer areas around them. These provide both valuable wildlife habitat and natural stormwater storage that helps to maintain year-round baseflows in the stream.' 2. Adopt a stream-corridorl policy in the Soos Creek Community Plan to protect the stream corridor from damaging types of land uses in adjacent areas. 3. Encourage the Washington State Department of Fisheries to allow use of the natural stream system for salmon spawning. Maintain a natural run of all the indigenous anadromous species. 4. 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'' --1 y - 4 I illIral\ -1. 2r.4%41 I -(fti---lt.4)ST I •••M, i I'. .\\*• S' 14,so La.1 I ..I I ____,6 (3Q " elf-- E . -0Aferiduan 1\ i E • ', •i'' • ,. iii-t• -1 _T,ME4 e• CIA\,..., • ; ([11AO 411; ,6_Re.L.2?P.. ; II ' 'la • Covingtoni.\ h--, *) '1 I • -1 )• .•, •ii°- 17•••a411ST ST_i i 1 f i rg, To SR 169;I• !....L.,._. ; 009E214I-S-E124 111.1.1- ... •.- 111...._k'S t ii t-' 10•.I. El .:, Fi 1 1 I F1° i I A E •sE it]]s1 7; jam_ • E... ._ 1: ..eliiiiE; I: ft \\......,,,NNIV. _ Nina F: s. l Big SODS\ If . ' 1 E I; SOOS CREEK BASIN I T a • :iii.„ i fir -: p ' `i.-••• s Basin Boundary R Meridian. - •. °c Collection Point BoundaryI' :. 1 • WI\ -r'-'.; ' , 9• j I O Q a -' I , ., ._ 'Sc....T 5417 Collection Point C; ,.;'•..1 o •5Elix52 I I I , K Stream 4_ 0072 Tributary Number 1•; • • • 5401Proposed Project 1 nr1 IPt a 1 W T i 7 Tl••\ • \ ]ca ew3E1... 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R/VER Ir--I a I a woa i sr I •, se aw Yolrf+I.i+A sE faY r c e eaM Rance Alit& X.73x a.I Sr ti 44..,..,.,..: . • :;''. . 1.1:. :..,.. 11r7".'":',-.- :: i. l APPENDIX A ESTIMATED COSTS: PROPOSED CAPITAL IMPROVEMENT PROJECTS SOOS CREEK BASIN Indicates project was identified by the Surface Water Management Division prior to reconnaissance. NOTE: All projects are located on map included in this report. • Project Collect. Estimated CostsNumberPoint • Project Description Problem Addressed and Comments 5401*---- --20—Construct_low_berm_(approx._2_) and Mitigates increased upstream peak 153,000 proportional discharge-control weir flows and runoff volumes. ikely to.be much at outlet to wetland. (This project less due to land is independently justifiable.) Wetland acquisition cost) rating is #2. Biological assessment is needed to assure this project does not decrease habitat values. 5402* 9 Excavate and berm to construct regional Mitigates increased upstream peak 194,000 facility at. lower end of wetland. flows and runoff. This location serves dependent on land Provide proportional weir discharge. Trib. 0073 and 0076. (Good location.) costs) Wetland rating is #1. Biological assessment is needed to assure this project does not decrease habitat values. 5403" Could not locate or verify. Address in basin plan. Eliminate for now.) 5404* 17 Construct a proportional control weir Mitigates increased upstream peak flows 250,000 Wetlands 4416 • at SE 224th St. bridge. (Project should and runoff. (First site that could be justified by a future basin address flows south of Petrovitsky.) plan.) Wetland rating is #2. Biological assessment is needed to assure this project does not decrease habitat values. P:SCB.APA A-1 Project Collect. Estimated CostsNumberPointProjectDescriptionProblemAddressedandComments 5405* 19 Construct berm and proportional control Mitigates increased upstream peak 98,000 weir in Boulevard lane Park. (Project flows and runoff. should be justified by a basin plan.) Wetlands rating is #1 Biological assessment is needed to assure this project does not decrease habitat values. S406* 12 Construct outlet-control structure Mitigates increased upstream peak 17,800Wetland5444atexistingculvertpassingflowflowsandrunoff. May provide under SLi 256th St. (Project would extra detention to assist in be independently justifiable.) Wetland alleviating capacity problems far rating is #2. Biological assessment is downstream. needed to assure this project does not decrease habitat values. 5407 15 Construct a berm and proportional Mitigates increased upstream peak 228,000 — -- -- -- -Wetland 5420 discharge weir at outlet of existing flows and runoff. wetland. (Project should be justi- fied by a basin plan.) Wetland rating is #2. Biological assessment is needed to assure this project does • not decrease habitat values. 5408* 13 Raise the SE 240th St. roadway Mitigates increased upstream peak 70,000 approximately 2' and construct a new flows and runoff.. (Good location.) bridge with proportional control weir. Project should be justified by a basin plan.) Wetland rating is #2. Biological assessment is needed to assure this project does not decrease habitat values. P:SCB.APA A-2 41 r Project Collect. Number Point Project Description Estimated Costs Problem Addressed and Comments 5409* 13 Construct berm and proportional control Mitigates increased upstream peak 221,000Wetland5433weiratoutlettoClarkLake. (Project flows and runoff volumes. May justified.) depending on landcouldbeindependentlyYjprovideextradetentiontoalleviatecosts)Wetland rating is #1. Biological capacity problem downstream. assessment is needed to assure this pro- ject does 'not decrease habitat values. 5410* 8 Construct central manhole at outlet Provides continued detention forWetland5488ofexistingpond. Dead storage should mobile home park plus small amount• 28,000 be maintained for aesthetics. (Project of additional area. seems of very limited value.) Wetland rating is #2. 5411* 18 Small wetland located near top of No project proposed. MaintainP Eliminate for now.)Wetland 5476 subbasin; maintain condition as is. wetland in its existing state.Wetland rating,is .#2. Biological assessment is needed to assure this projet does not decrease habitat values. 5412* 16 Construct berm and proportional control Mitigates increased upstream peak flows 246,500Wetland5480weiratoutlet .to wetland. (Project and runoff. dependent on landshouldbejustifiedbyfuturebasin costs) plan.) Wetland rating is #2. Biological assessment is needed to assure this project does not decrease habitat values. 5413* 3 Construct berm and proportional control Mitigates increased upstream peak 193,600Welland5477weiratoutlettowetlandadjacenttoflowsandrunoff. (May not•be as dependent on landSR18. (Project should be justified by desirable as Projects 5419 and 5420.)costs)future basin plan.) Wetland rating is #2. Biological assessment is needed to assure this project does not decrease habitat values. SPCI3.APA A-3 Project Collect. Estimated CostsNumberPointProjectDescriptionProblemAddressedandComments 5414 2 Construct berm and excavate to Mitigate increased upstream peak flows 169 000 provide additional detention volume. and runoff. Reconstruct discharge from Construct a control manhole. (Project SE 320th St. to stable outlet. (Justifiable is independently justifiable.) immediately due to impacts on state fish hatchery.) 5415 1 Construct tightline system in Prevents further road embankment and steep 156,000 existing stream channel. (Project cut-bank failures. (Justified immediatelyisindependentlyjustifable.) due to impacts on state fish hatchery.) 5416 11 Construct new landscaped berms adjacent Prevent neighborhood flooding, which to existing privately owned and main- jeopardizes 3-4 homes by containing streamtainedstreamchanneltoincreaseasitpasses. through plat. (Justifiable capacity and prevent neighborhood immediately as situation will only worsenflooding. (Project is independently with upstream development.) justifable.) 5417 13 Raise 148th Ave. SE roadway approx. Eliminate seasonal-flooding-of-roadway 223,00.0-- 1.5' and construct proportional control and mitigate increased upstream peak weir at SE 256th bridge. (Project is flows and runoff. (Justifiable immediatelyindependentlyjustifable.) due to flooding of roadway.) 5418 18 Construct control weir at bridge on Mitigate increased upstream peak flows 88,700 SE Lake Youngs Way. (Project should and runoff. be justified by future basin plan. 5419 10 Construct proportional weir at existing Mitigate increased upstream peak flows 138,000 bridge. (Project should be justified and runoff volumes. (Site appears more dependent on land by future basin plan.) desirable than 5413 due to case of use costs) access.) 5420 II Divert excess flows from Little Soos Mitigate increased upstream peak flows 88,500 into abandoned borrim pit for infiltra- and runoff volumes. (This is a highly lion. (Project should be justified by desirable alternative due to groundwater future basin plan.) recharge and quality control.) l':SC13.A PA A-4 APPENDIX B CAPITAL IMPROVEMENT PROJECT RANKING SOOS CREEK BASIN Prior to the Soos Creek watershed field reconnaissance, 13 projects had been identified and rated using the CIP selection criteria developed by the Surface Water Management (SWM) Division and the Natural Resources and Parks Division. Following the reconnaissance, 20 projects remain proposed for this area. They include the 7 new, previously unidentified and unrated projects plus the initial 13 projects. The previous SWM capital improvements project list for the Soos Creek Basin had an estimated cost of $3,450,000, while the revised list decreases to an.estimated cost of 2,622,000. This 24% reduction in estimated capital costs is due mainly to downward revised cost figures for acquiring or securing easements over wetlands. The following table summarizes the scores and costs for the CIPs proposed for the Hylebos Creek Basin. The projects were rated according to previously established SWM Program Citizen Advisory Committee criteria. The projects ranked below are those for which the first rating question, ELEMENT 1: "GO/NO-GiD," could be answered affirmatively. The projects can now be considered for merging into the "live" CIP list. Any project scoring over 100 points should be considered for incorporation into the six-year CIP plans. RANK PROJECT NO. SCORE COST 1 5415 135 156,000 2 5417 127 223,000 3 5407* 113 228,000 4 5414 105 169,000 5 5409* 100 221,000 6 5416 98 68,400 7 5402* 95 194,000 8 5401* 59 153,000 9 5406* 33 17.800 TOTAL 1,430,000 Indicates project was identified by SWM prior to the reconnaisance: APPENDIX C DETAILED FINDINGS AND .RECOMMENDATIONS SOOS CREEK BASIN All items listed here are located on final display maps in the offices of Surface Water Management, building and Land Development, and Basin Planning. Trib. & Collect. Existing Anticipated Item River Mile Point Category Prop. Proj. Conditions and Problems Conditions and Problems Recommendations I 0072 1 I lydrology See Item 6. Main stem will be strained to New developments in upland areaRM2.84 accommodate increased volume should investigate infiltration of of runoff from developing runoff as much as possible. Direct areas-upstream. Bank-erosion discharge-to-stream,-after__tightlining___ causing increased siltation down sensitive slopes, is undesirable and habitat destruction) and last choice" alternative. slope failures (leading to property damage) will result. 2 0072 1,3,10, Habitat I Iabitat of upper stream More filling of wetlands. Prohibit filling within 100-yr.RM .60 13,17, good from buffer of exten- Sediment from adjacent devel- • floodplain or in wetlands. Work with 18,19, sive wetlands and mainten- opment will fill portions of landowners to fenceg alongside stream. .20 ance by County Parks Dept. wetlands and stream channel to keep farm animals out. Problems on 562 acres of due to low gradients. More wetlands include illegal debris, pollution, and flood- filling, livestock-related ing will result from additiona bank erosion, debris in development. stream. There is a greater degree of development adjacent to stream. Main stem provides important rearing habitat for salmonid species. P:SCB.AI'C C-1 Trib. Collect. Existing AnticipatedItemRiverMilePointCategoryProp. Proj. Conditions 'and Problems Conditions and Problems Recommendations 3 0072 1 Geology Soos Creek meanders on a Unstable soils and wet con- Future construction should receiveRM .60 wide alluvial plain. Hum-ditio.ns on valley slopes. close study for stability andmocksonvalleywallsand erosion potential.pistol butt" tree trunks suggest colluvial creep. Numerous springs with silt/ clay lithology. 4 0072 . 1 I labitat Darn on main stem impounds Increased flows will result . Develop basin plan with computer -RM. .60 fish for state fish in more flooding and potential simulation of stream flows to givehatchery. No problems bank erosion. complete analysis in lower portionobserved. of Soos Creek. Also include Jenkins and Covington Creeks. 5 0072 1 Geology Erosional chute 6' deep Highlights severe erosional Recessional sand depositsRM1.70 emerges from runoff of potential of this recessional in sections 2, 3, 10, 11, 14, 15, 16, Seattle International Road- sand unit and impact of un-21, and 22 of T21 N, R 5 E are way (SIR) parking area. controlled runoff. highly sensitive to erosion. Require Lithograph is loose, strati- hydroloic and geotechnical reveiwfiedrecessionalsands. for design, adequacy, and.suitabilityLargeslideinducednorthofcollectionandconveyancefacili • of railraod right-of-way. ties for all runoff from SIR, as well as existing and planned develop- ment within boundary of collection area. Require implementation and compliance if no facilities exist. 6 0072 1 Geologybry Main stem of Soos Creek is None. None.RM. 2.50 25' wide with well-developed gravel bars. Terraces suggest occasional flows 2" above current level. P:SCIJ.APC C-2 1'rih. & Collect. Existing AnticipatedItemRiverMilePointCategoryProp. Proj. Conditions and Problems Conditions and Problems Recommendations 6 0072 1 Geology Main stem of Soos Creek is None:RM 2.50 None. 25' wide with well-developed gravel bars. Terraces suggest occasioanl flows 2' above current level. 7 0072 1 Geology In vicinity of private foot Continued medium to large None.RM 2.60 bridge, medium to large failures into creek. bank failures occur in silt/ clay-rich colluvium. Causative mechanisms include undercutting and reduced shear strength owing to abundant springs and seepage 0072 •1 Ilabitat Private landowner has Fill and riprap will shift Restrict filling and riprap inRM2.60 placed riprap for 150' on stream onto opposite bank, natural meander of floodplain. Ifleftbank. resulting in increased bank property in danger, consider pro-, erosion. tective measures along streambank such as riprap. 9 0072 1 Geology 30" diameter CMP with Continued maintenance. None.RM 2.65 erosion in recessional sands. 10 0072 3 1HIydrology 5413 See Item 6. Main stream will be increas-New developments in upland areaRM2.84- ingly strained to handle should investigate infiltation of5.85 higher volume of runoff from runoff as much as possible. Direct- developing areas. Bank ing discharge to stream after erosion anticipated, causing tightlining down sensitive slopes habitat degradation, slope is undesirable "last choice" alter- failures, and property damage. native. P:SCI3.APC C-3 1'rih. & Collect. Existing AnticipatedltcmRiverMilePointCategoryProp. Prof. Conditions and Problems Conditions and Problems Recommendations I I 0072 3 Geology West of confluence of Creek blockage and threat to Recessional sand deposits in sectionsRM4.20 Jenkins and Soos Creeks, property near edge of bank.2, 3, 10, 11 14 15, 16, 21, and 22200' of sloughing in of T 21 N, R 5 E are highly sensitiverecessionalsandsand to erosion. Identify dischargegravelsin40'-high bank. sources and evaluate adequacy andCauseappearstobeoverbank suitability of collection and convey-discharge. ance facilities. Require compliance if none exists. I2 0072 3 Habitat Stream habitat appears to None.None.RM 4.20 be in good condition on this steeper portion of the stream. Riffles common, with some pools. Stream- side vegetation and over- head canopy both abundant. 13 0072 3 Geology Near bridge, stream flows Increased future flows could Development detention forRM5.80 through wooded wetland. overtop existing berm struc- tributaries upstream. tures and flood adjacent agricultural lands. 14 0072 10 Hydrology 5419 Slight degree of develop- Area planned to develop only A basin plan should examineRM5.85 ment has not caused sig- moderately; significant prob- feasibility of directing flows fromnificantproblems. South . . lems will probably result Trib. 0092 at collection point 11portionofWetland6430fromupstreamareastribu- into proposed R/D site at gravelandundesignatedwetlandtarytothispointratherpiteastof156thPl. SE. This at this collection point than from flows generated could' provide infiltration, deten- provide R/D for local and by runoff. Lion, and overflow discharge directlyupstreamtributaryflows. to collection point 10.Some localized bank over- topping in portions of main reach, but innundation probably limited to adjac- ent agricultural land. P:SCD.APC C-4 Trib. & Collect. Existing Anticipated Item River Mile Point Category Prop. Proj. Conditions and Problems Conditions and Problems Recommendations 15 0072 13 Geology At 256th crossing, wetlands Overflow between SE 148th and Perform cost-benefit analysis forRM7.20 and slow flow characterize SE 256th. grade raise and improved drainage. soils. 16 0072 13 Geology At 244th (240th) overland None. None.RM 7.95 out-of-bank flow is common; flooding. 17 0072 13 Hydrology 5417 Wetlands provide R/D for Flooding of roadways will Increase height of roadway embank-Main stem 5408 areas upstream and tribu- become more common and ments to prevent continued flooding.RM 7.20-7.4 tary to reach. 148th Ave.greater in extent as upland Monitor wetlands for illegal fillingRM7.95 SE roadway crossing wetlands areas develop. and grading. in area is overtopped during high flows due to a slight elevation of roadway. Some localized bank'overtopping in nonwetland portions of main reach, but innundation limited to adjacent agri- cultural land. 18 0072 17 Geology Minor flooding in wetland Increased flooding activity Develop detention for upstream areas.RM 9.45 areas with degradation Of is likely with upstream portions of SE 224th. development. 19 0072 17 Hydrology 5404 No significant problems in No upland problems antici- Monitor areas adjacent to wetlandRM9.55 upland due to low level pated as area is planned to for illegal filling and take enforce- development. SE 224th St. develop very little more. ment action as needed for restor- road embankment is only Any developments in areas ation. approx. 2' above wetland; tributary to this subbasin may be overtopped. Periodic will exacerbate flooding of overtopping and innundation SE 224th St. of base, deteriorating road- way where Trib. 0095 passes under SE 224th. P:SCI3.APC C-5 T '1 I'rih. & Collect. ExistingItemRiverMilePointCategoryProp. Proj. Conditions and Problems Conditions and Problems Recommendations 20 0072 18 Geology Soos headwaters flow slowly None.RM 10.50 through smooth pastureland. None. 21 0072 18 Hydrology 5418 Wetland 5409 provides R/D Continued dcvclpment may Monitor areas adjacent to wetlandRM10.78 for areas tributaryto cause some localized capacity for illegal filling and take enforce-reach. Some localized bank problems in upland tributary ment action as needed for restora-overtopping in main reach areas. Flooding south of tion. 'south of 204th Way, but SE 204th Way likely to becomefloodingcurrentlylimitedmoresevereuntilupstream to adjacent agricultural regional detention sites land. development. 22 0072 19_ II drolo 5405 Wetland 5402y ' provides Wetlands will continue to be Legal actions pending against_illegal _ _RM 12.20 natural RID to downstream threatened by illegal filling filling; seek to restore wetland tosystem, although its func- until effective enforcement original state. Possible opportunityLionshavebeenseverelymethodsaredeveloped, to create multi-use facility indegradedbyillegalfillingCapacityproblemsshouldbeexistingKingCountyBoulevard Lakesouthofandadjacenttoaddressedbydownstreamanal- Park if need identified in futurePctrovitskyRd. and east ysis for new developments. basin plan.of SE 182nd St. Some County should coordinate capacity problems exist conveyance improvements. at undcrcrossing of Petro- vitsky Rd. P:SCB.APC: C-G 1'rih. & Collect. Existing Anticipated11cmRiverMilePointCategoryProp. Proj. Conditions and Problems .Conditions and Problems Recommendations 23 0072 20 Hydrology 5401 Factors explaining lack of Recent installed sanitary Protect and enhance wetland. ARM14.25 problems in this area: sewers make it likely that high-density multi-family development1) -this uppermost subarea' area will approach its may be proposed adjacent to wetlandhasnoothertributaryanticipateddensitysoon. due to increasing development pres-areas;-2) development is Wetland will continue to sures in area. moderate and many homes arc provide adequate buffer for situated on large several- downstream system, provided acre parcels; 3) an exten- it is not degraded by, illegal sivc wetland (#5401) acts filling or clearing. Channel as effective natural R/D upstream of wetland is likely site, as evidenced at to experience some capacity collection point. problems; these should be addressed by new developments as they occur, possibly with County coordinating a coopera- tive funding of conveyance improvements. 24 • 0072A I habitat There are several severe More development at collec-Repair erosion of R/D pond atRM2.40 bank cuts, as well as debris 'lion point 2 and at Green upper end of tributary.in stream. IIabitat for River Community College will - Remove debris from stream. fish is poor. increase flows. Increased flows will result in more bank erosion, sediment, and loss of habitat. 25 0072A I Geology Drain pipe undercuts to Highlights potential for Evaluate source and establishRM .25 form erosional chute. continued or increased alternate means of conveyance.Natural springs have down- erosion in loose colluvium cut 8" into soils P:SCB.APC C-7 Trib. & Collect. Existing AnticipatedItemRiverMilePointCategoryProp. Prof. Conditions and Problems Conditions and Problems Recommendations 26 0072A 1 Geology Bank failures of deltaic Increased erosion of banks Intercept source flows in streetRM .30 deposits (ancient lake) and deterioration of habitat.areas and direct to storm sewerstriggeredbyundercutting; or suitable facilities. response to increased flows from streets above. 27 0072A 2 Hydrology 5414 • Detention facility for If not corrected, problem Construct detention facility hereRM2.10 Rainier Ridge single-family will deeply incise swale bank and direct runoff from SE 312th plat appeared to be• and transport an unacceptable St. to this location. Analysis andfunctioning, although one volume of material to stream design of facility 'should calibratesectionofbermhaderodedbelow. Increased runoff from existing detention facilities and severely and needs repair area soon to be developed construct retrofitting controlandarmor. Pipe directing will aggravate slope•failures features to allow all facilities in roadside runoff from observed. Reach is of par- the subbasin to work as-a complete—north side of SE 320th has ticular concern due to adverse system. failed, and runoff has impacts on state fish hatchery cut ditch through vege- immediately downstream. tation to east, causing significant slope failure on right bank of tributary. 28 007213 1 Habitat Culvert under railroad is Increased stream downcutting Place strict onsite controls on anyRM .10 a fish blockage. Small and resulting bank erosion, future development tributary to thisephemeralstreamundergoingsidecutting, and sedimenta- drainage, since no area exists for some bank erosion due to Lion.downstream will occur. -regional RID. increased peak flows. 29 007213 1 Geology Silt/clay lithology exposed None. None.RM .75 in bank. P:SCB.APC C.-8 l'rih. & Collect. Existing AnticipatedItemRiverMilePointCategoryProp. Proj. Conditions and Problems Conditions and Problems Recommendations 30 0072(; 1 I labitat Small, class 5 stream; poor Erosion and downstream Establish nonerosive stormwaterRM .10 fish habitat due to .small sedimentation inevitable if release rates and volumes for size. Streamside vegetation development occurs. future development. and overhead canopy in good condition. 31 0072U 1 Ilahitat Severe erosion, bank fail- There will be more movement Establish onsite control for SIRRM .10 tires, slides, and sediment of large amounts of earth. stormwater. exist. There are ironfixing . bacteria from debris. Out- fall from SIR parking lot flows into this tributary. 32 0073 - -- - — 1- ---- --Habitat_ --Ilalbitat_in_good condition.Muddy waters on rainy day show - Retain natural stream corridor.RM .30-.90 Nice .pools and riffles. erosional problems upstream Enforce erosion cont-tor require= -- some debris dams but no from collection point 5. ments for new development. fish blockages. Stream is fairly high, muddy and silty. Overhead trees abundant, as is streamside vegetation. 33 0073 1 Geology 100- to 200-yr.-old debris Unstable for construction. Monitor during permit review process.RM .35 flow with recognizable fan Risky. morphology emerges from narrow draw. May have been triggered by logging before turn of century. 34 0073 1 Geology Silt exposed in slope Continued bank recession, Evaluate total system flows and,RM RM .90 failure induced by degrading of spawning encironment. if prudent, develop alternatives undercutting. to instream discharge of runoff from developments. P:SCB.APC C-9 Trill. & Collect. Existing AnticipatedItemRiverMilePointCategoryProp. Proj. Conditions and Problems Conditions and Problems Recommendations 35 0073 1 Geology Silt exposed in Continued bank recession, Evaluate total system flows and,RM .95 slope failure induced by degradation of spawning if prudent, develop alternativesundercutting. environment. to instream discharge of runoff from developments. 36 0073 I Geology Litter and debris blocks Periodic breakout could Clean out and restore to naturalIt1.00 stream channa trigger flooding.g condition. 37 0073 5 Hydrology Accelerated bank erosion As area above Trib. 0073 Future developments above Trib. 0073Bofmainchannelduetodevelops, erosion of swale should use infiltrative capacity ofincreasedrunoffupstream.that conveys it will experi- soils in the area as feasible toTrib. 0073B experiencing k ence increasing capacity reduce runoff. Developments adjacent serious instability near problems. Increase erosion to main 'stream channel should provideconfluencewithmainstemwilloccurasstreamattemptsadequatesetbacksfromslopestoduetodevelopment. (See to seek new equilibrium prevcrrtslope—failure.--• geologic appendix.) capacity. 38 0073 5 Geology Confluence with tributary; None. None.RM 1.60 erosional cuts suggest recent flood raised stream 3' above existing flows. 39 0073 5 Ilabitat habitat in good condition.Bank erosion will occur from - Plant some trees in floodplain.RM .1.60 Silt in suspension; live- presence of livestock. corridor section. stock have arc ass to stream. Put in some drop structures to create pools. 40 0073 7 Geology Gentle (20%) side slopes in Slight increase in high flows None.RM .21.5 pastureland. No evidence proportional to devclopemnt of erosion, but flooding upstream. reported. P:SCI3.APC C-10 Trib. & Collect. Existing Anticipated Item River Mile Point Category Prop. Proj. Conditions and Problems Conditions and.Problems Recommendations 41 0073 7 Ilydrology Undetermined source produc- Localized capacity problems No regional facility proposed'forRM2.15- ing substantial suspended will become more evident as this tributary due to lack of obvious3.50 load of silt in tributary. area develops. location, but basin plan may justifyStreamadequatelyaccommo- one. dating increased runoff from upstream development. 42 0073 7 Geology Stream crossing with runoff Slight flooding. Maintain distance from 25-yr. flood-RM 2.55 of 5-.10 cfs. Evidence of plain using 3' above existing flows short-duration flooding, as minimum guideline. 43 0073 7 Geology Evidence for sidecutting Widening and undercutting of None. RM 2.80 6" above existing flows. banks in response to added flows. 44 0073 7 Geology On till soils, 60'-wide None. Provides good index None.RM 2.95 flood plains 1.5' above for evaluation of system. existing flows with evidence for additional 1.5' depth. 45 0073 9 Ilydrology 5402 Extensive existing Wetland Filling may occur in. area Monitor wetland for filling; takeRM3.15- 5450 is currently providing along north border of action to obtain restoration if3.65 •RID buffering the flow wetland to increase amount this occurs. Enforce wetland before it passes into of potential commercial real protection regulations. channel through King County' estate. Subarea development Housing Authority develop- may cause localized.capacity ment. problems in lower reaches. 46 0073 7 Geology In housing development, Continued erosion around Provide some armoring as bank protec-RM 3.24 erosion around culvert structure. lion (riprap). entrance 2' above existing flows. P:SCI3.APC C-Il i - l'rih. & Collect. Existing AnticipatedItemRiverMilePointCategoryProp. Proj. Conditions and Problems Conditions and Problems Recommendations 47 • 0073 7 Geology Peat overlies till in None.None.RM 3.55 wetland area. 48 0073 9 Ilabitat Instream habitat is poor More flooding with increased. - Establish more restrictive controlsRM3.60- due to lack of overhead streambcd and bank erosion on volumes and rates of release for4.70 canopy and streambank will occur. developments.vegetation in some areas. Work with landowner to provideLivestockhaveaccesstofencingandnaturalvegetativestream; banks have been buffer along stream.eroded in some areas. 49 0073 9 Geology Stream occupies swale in NoneRM4.4 None. rolling terrace. No erosional stress. 50 0073 12 Hydrology 5406 No significant problems. Area planned for only slight Future basin plan should considerRM4.75 additional development. No Wetland 5444 for detention facility problems anticipated. to assist in alleviating downstream capacity problems. 51 0073B 5 Habitat Poor fish habitat. Small Increased bank erosion will Establish nonerosive stormwaterRM .10-.30 stream with bank erosion occur. release rates and volumes forandassociatedpasturefuturedevelopments. with livestock. P:SCI3.APC C-12 rib. Collect. Existing Anticipated Item River Mile Point Category Prop. Prof. Conditions and Problems Conditions and Problems Recommendations 52 0074 1,4 hydrology 5415 Mostly undeveloped; high Future development offers Construct proposed tightline projectIt .30-.50 percentage of open fields opportunity to construct to prevent failure of road and pastures. Bank erosion regional detention facility, embankment and transportation of along west side of SE 312th as undeveloped area consists material to sensitive main creek Way threatens integrity of several large, contiguous reaches. of roadway. parcels. Bank undercutting will accelerate, causing failure of roadway along 1000' of SE 312th Way if only normal detention requirements met. Increased runoff from subbasin now developing will aggravate slope failures and adversely impact state fish hatchery downstream. 53 0074 1 I habitat Habitat downstream of SE Increased flows may cause Clean out debris. RM .50 312th Way. Culvert is scour and bank erosion. Provide R/D as needed at topimprovedfromRM .50 but of ravine. only, marginally. Lots of debris in stream. 54 0074 4 Habitat hillside and road sliding Bank erosion, sedimentation Armor stream bank and RM .60 into stream at USGS stream and road failure exist. This reinforce road. gauge at RM .10. Habitat will be a- big problem with poor for fish due to debris, increased flows in future. road, and erosion problems.. P:SCB.APC C-13 1'rib. & Collect. Existing AnticipatedItemRiverMilePointCategoryProp. Prof. Conditions and Problems Conditions and Problems Recommendations 55• 0075 6 I Iydrology Due to relatively slight No problems anticipated as None.RM .33- degree of development, area is planned to develop1.40 there do not appear to be only slightly. any significant problems at this time. 56 (I(I``t I I labitat No major problems other None. r RM .10 Maintain stream corridor andthanlackofoverheadcanopybuffer. from loss of trees, vegeta- Encourage owner to fence streamlion. from animals. 57 0081 9 Geology Culvert 2.5' X 26' passes Increased flows will have Identify hydrocarbon' source andRM .l2_ under road. Irridcscent minor increase in soil test to evaluate pollutants.hydrocarbon sheen noted on erosion. Would bebeneficul—to isolate surface. Some minor side- livestock from sidcbank areas andbankscournoted. establish vegetation on banks for erosion control and filtration. 58 0081 9 Ilabitat Stream has been ditched Bank erosion will occur. Revegetate streamsides.RM .62 through pasture: Dirt Encourage owner to fence off streambanksexposedwith- few or from livestock. no trees to shade stream. P:SCB.APC " C-.14 1'rib. & Collect. Existing AnticipatedItemRiverMilePointCategoryProp. Proj. Conditions and Problems Conditions and Problems Recommendations 59 009I 8 Hydrology 5410 Lake Meridian area nearly Arca tributary to lake is Basin plan should considerRM1.10 entirely developed with nearly completely developed,modification of Lake Meridian outlet single-family residences. so little change is antici- to provide considerably more dete.n-L ake acts as subregional paled for system. Arca south- Lion with very minimal alteration receiving body is effec- east of lake has yet to fully of lake levels. This could substan- tively buffering runoff develop and potential exists tially reduce future capacitytodownstreamreaches. for localized conveyance problems immediately downstream.Some potential for flooding capacity problems that should of mobile home park down- be addressed by downstream stream of lake due to analysis for new developments. possible limited capacity in pipe discharging from onsite pond. 60 009IA 13 hydrology 5409 Development is causing in- Capacity problems will Construct berm and control structureRM .17- creased capacity problems increase as upstream areas at outlet to Clark Lake to possibly2.45 and resulting increased are developed. detain" runoff and help reduce volume of runoff, acceler- flow downstream. If a high-densitytingerosionofstreammulti-family project is propsedchannelinsubdivisionsnearlake, as is likely, thereneargolfcourse. would be opportunity to develop berm and control measures. Address capacity problems at Clark Lake• by channel armoring or upsizing pipe. 61 009IA. 13 habitat Altered portion of stream Future problems only likely Placement of some larger rocks toRM .20 due to road construction. to be scouring of smaller create pools and eddies. All riffles with few or no rock during peak flows, due pools. Alder shades stream to import of rock well. P:SCB.APC C-15 t'rib. & Collect. Existing AnticipatedItemRiverMilePointCategoryProp. Proj. Conditions and Problems Conditions and Problems Recommendations 62 009IA 13 Ilabitat Stream has been ditched and More bank erosion and Stabilize bank and shade stream byRM .30 most streamside vegetation sedimentation of channel planting native vegetation.removed through golf course. expected. Some hank erosion occurring. Very little overhead vege tation alongside stream. 63 OO91A 13 Habitat Good streamside vegetative There will be additional loss Enhance use of Clark Lake as R/DRM1.20- cover except through of native vegetation along- facility to reduce peak flows.2.20 shopping center. Overhead side stream. More flooding Further restrict stormwater canopy varies by property.and erosion will occur. rate and volume realease rates. Ci4 009113 15 Hydrology 5407 Moderate amount of current Localized capacity problems Protect and possibly enhance wetlandRM .62 development. Wetland 5240 may occur in upland tributary as upper area develops. provid R7D, protecting as areas develop. Wetland, downstream channel from if preserved, will continue increased volume of runoff to provide R/D for increased as area develops. No sig-flow generated by new develop- nificant problems in area. ments. 65 0092 3 Geology Little Soos Creek near north None. RMNone.10 margin of Covington Channel. No reported or observed flow or erosion problems. 66 0092 3 Geology Debris and bank erosion Increased bank erosion is Reduce storm flows by use of stricterRM .30 found. expected. stormwater controls, new R/D facili- ties, and fencing of stream. increased flows. P:SCB.APC C-16 1 I'rih. & Collect. Existing AnticipatedItemRiverMilePointCategoryProp. Proj. Conditions and Problems Conditions and Problems Recommendations 67 0092 11 hydrology 5416 Little Soos Creek tributary As development continues, No apparent suitable sites forRM .35-1.69 has been contained and mani- existing capacity problems regional detention facilities to helpcuredasitpassesthroughwillbefurtheraggravatedbyreduceflowenteringproblemreaches.plats. This has reduced increased volume of runoff, Address increased runoff volumes from capacity of stream in key which previously was able to new•developments with infiltration areas where resultant enter groundwater system systems where feasible. Channelchannelovertoppingcausesdirectly. capacity enhancement projects (such asfloodingofsomehomessemi- Project 5416) should be constructed yearly. to prevent further property damage. Basin plan should address potential of detaining runoff from upstream tributary area to allow for increased flows. 68 0092 11 I habitat Instrcam habitat is good. Increased flows will cause Establish undisturbed streamRM_.65_ Stream corridor mostly in flooding and erosion. buffers. good condition. Manicured lawns run down to stream in places. c• 69 0092 11 I habitat Some debris found in stream. Bank erosion, flooding, and Stricter control on R/D releaseRM1.60 Ilabitat generally good. sedimentation likely to occur. rates and volumes should be established. Maintain natural buffer along most of channel. 70 0092 14 Geology Meandering segment of Potentially unstable banks If construction were considered,RM 1.70 - little Soos; possible would affect construction. recommend evaluation of soils and colluvial creep in adjacent stability of sites. sidebank areas. 71 - 0092 14 Ilydrology Little current development. As area develops, channel Future developments shouldRM1.70- No significant problems 'capacity problems will become utilize infiltrative capacity of3.Ci5 other than some localized more evident and increased soils to reduce increased runoff bank overtopping in portions erosion will occur as stream volumes. Provide adequate floodingofmainreach. Innundation attemps to seek new equi- protection for future runoff con- will likely be limited to . librium capacity. ditions. adjacent agricultural land. P:SCB.APC C-l7 j 1'rib. & Collect. Existing AnticipatedItemRiverMilePointCategoryProp. Proj. Conditions and Problems Conditions and Problems Recommendations 72 0092 14 Geology Potential for flooding in Possible flooding (minor). Consider upstream detention.ItM 2.80 low areas; very low side- slopes. 73 0092 14 - Ilabitat Some debris found. Bank erosion and sedimenta-Establish stricter control onItM2.80 tion likely. R/D release rates and volumes. Maintain natural buffer along most of• channel.74 0092 16 Geology Overbank flows. Possible flooding (minor). Consider upstream detention.RM 3.35 75 0092 16 Ilabitat Lots of sand in bedload. More sedimentation likely, Establish stricter control onItM3.40 Streamside buffer generally as well as bank erosion and R/D release rates and volumes.good. flooding. Maintain natural buffer along most of channel. 76 0092 16 Geology Resident reports trees down Some continued erosion. Some clean-out of trees andItM3.40 in stream and sidebank limited armoring of banks would beerosionevident, beneficial. 77 0092 16 Ilydrology 5412 Little current development. No problems anticipated Consider Wetland 5480 for aRM3.65- some localized bank over-as very little additional detention site, in.a future basin4.75 topping in portions of main- development is planned for plan, in order to alleviate down-reach but innundation is this area. .stream capacity problems.probably limited to adjacent agricultural land. 78 • 0092 16 Habitat Stream ditched. Little Bank erosion and flooding of - Work with land owner to fence offRM4.00- streamside vegetation and now "improved" pasture will stream.4.40 no overhead canopy. Some occur. Plant native vegetation buffer.livestock-related erosion and runoff. 79 0092 16 Geology Orange iron precipitate Some localized oxygen Natural deposition as iron isRM4.65 noted in streambed near depletion of fish habitat. exchanged for oxygen. outlet to Lake Youngs. P:SCB.APC C-18 l'rih. & Collect. Existing Anticipated Item River Mile Point Category Prop. Proj. Conditions and Problems Conditions and Problems Recommendations 80 0092" 16 Ilabitat Iron-fixing bacteria and None. None.RM 4.65 associated odor present. Source unknown. Lake Youngs release rate is minimum 2 cf. 81 0093 14 Ilabitat Very small tributary with • Erosion and flooding from Reduce storm flows by use of stricterRM .00-.87 undefined channel in places. future development likely. stormwater controls, new RID Ilabitat value for fish is facilities, and fencing of stream.low. fit 0093 14 Geology Poorly defined stream None. None.RM 0.35 channel with no evidence of erosion. 83 0094 13 Geology Minor sidcbank erosion Slight enlargement of Local armoring/riprap applied byRM0.30 below convergence of two erosional features. owners would reduce impacts. culvert/creeks. 84 0094 13 Habitat Strcamside vegetation has There is a possibility of Provide stormwater controlRM .0.30 been removed by logging. bank erosion due to increased - Establish stream corridor buffer. flows from development. Improve stormwater control. Its 0094 13 Ilabitat Important: This is a salmon More bank erosion will occur. - Encourage property owners to fenceRM1.00 spawning stream. Some bank stream. erosion probably due to live- Provide stream corridor buffer. stock. Improve stormwater control. 86 0094 13 Ilabitat There is riverinc wetland None. Maintain wetlands and stream corridorRM1.50 just east of 156th Ave SE. in natural state. P:SCI3.APC C-19 i Trite. & Collect. Existing AnticipatedIlcmRiverMilePointCategoryProp. 1'roj. Conditions and Problems Conditions and Problems Recommendations 87 0095 17 Ilahitat Small, ephemeral stream None.Encourage property owner to fenceRM .35-.85 flowing through pasture. stream. Livestock causing bank erosion. 88 0095A 18 habitat Ditched area; lots of Continued filling may Maintain stream corridor. EnforceRM .00-.28 debris. occur in flood plain. grading and filling ordinance. 89 0095A 18 habitat Debris exists in salmon This will have minimal effect Maintain stream corridor inRM .65 spawning area.on habitat.natural condition. 90 0097 18 Geology Stream flowing through Continuing adjustment will The key word is "equilibrates."RM .35 development shows minor bed occur until system establishes Disturbance of the naturaLsystem-- - -- and_hank erosion-as-stream . a-mature;developed water- has initiated or induced readjustment equilibrates to new channel. course. in the bed as a function of new gradients, materials, and other hydraulic factors. In time, the stream will establish itself in another "natural" equilibrium, assuming no new variables such as added flows or alteration of channel geometry are introduced. 91 0097 18 IIabitat Debris and fill in wetland.More filling may occur. Enforce grading and filling ordinance.RM .35 P:SCI3.APC C-20 TASK 3 FIELD INSPECTION r EXHIBIT J Off-Site Analysis Drainage System Table i ,_ L___ 1 i i11 OFF-SITE ANALYSIS DRAINAGE SYSTEM TABLE Surface Water Design Manual, Core Requirement #2 Basin: Soos Creek Subbasin Name: Southeast Basin Subbasin Number: 5t1410 ggn:qkNNRalin,15:V00,AIRKWP7, 51:04410A;'''. 5:;= ,MP:;.'' ''''',..?-,?'?I:-''''-:: s—'''':-.'•';;''''- k7.-':"'::'-:,':''''''':''' :01,460,4***itli64i4-*;:. AEskiii#1[4:00-4-0004q::, tR-,,pkotifii§','p000iOott;,? :F,- ,*;:;:,::,v c-i!:1-;10iriSiO,',=:;::''s,i-,::,,P510(nk,-i.',';';::: ',:,,p6.0.riti,*:;:,-"1: :;;;,, ge*iiki**Iiii0.;* Sy*,.**34tiplkS,1,040,0:4$0,043 ':,!kfi,•'?I's:F';1$0:00hiiiiiiiNII'9-.-*7‘i:', •0:4i:it: ';'‘-t,0*04i*W: ;.;;Ff6:14*§:t:'‘I )",i'fQ:S10iiik ;';1:l Resident Constrictions, Constrictions,under capacity,ponding, Type: sheet flow,swale,stream, overtopping,flooding,habitat or organism channel,pipe,pond;size, Drainage basin,vegetation,cover, destruction,scouring,bank sloughing, Tributary area,likelihood of problem, See Map diameter,surface area depth,type of sensitive area,volume Ft. sedimentation,incision,other erosion overflow pathways,potential impacts 0 12-inch CPEP Discharges to ditch on east side 2 0'-40'None Noted None Noted of 124th Avenue S.E. O - Earth-and rock-lined Through thick vegetation 16 40'-240' None Noted None Noted swale 0 Vegetated swale Along fence,flows east 3 240'-350' None Noted _None_Noted Meandering stream Through wetland to Soos Creek 2 350'-900' None Noted None Noted O Soos Creek Flows south 1 900'-3,900' None Noted None Noted 36-inch CMP Culvert under S.E. 192nd 1 3,900'-3,950' None Noted None Noted Street 11699.014,doc I • ' I i --,- 1 I 1 OFF-SITE ANALYSIS DRAINAGE SYSTEM TABLE Surface Water Design Manual, Core Requirement #2 Basin: Soos Creek Subbasin Name: West Side Basin Subbasin Number: t:4-`).e,:z4.,'•'',4;,,I';';‘ -; ;:::',4 :*4.P:,,c''W.A",::1,5,--.;,.•,,%.1;';1,1': ',:c‘:-%: ,', ;- ..;`,,'; .•,,m4,,,„. ..`1::: ,'-iV,T,'-'''--",'..,-''''"--',' :- ,-', --i•.,'`,:,"-,;, '.:`,•-,,,,' -t,Y,:< '-,'7''..,:•'.:,::,:,•' '-,,;,:„•,,,,,, i,,',=:, --:-:•.,: ,,.--,.,,.':•_,-i,„' ,:',,,.•,-,,,n,, 1 t'.•11,'•?:,,,,,,,,<N1.-R,i•-::*::•:?,•,::,r17.,,,,,, 1•.,4W'',, ,''',?,XT• A,z:..z*7r,0i,,`P• Vs•--'3,•' .,;;,,0-,,, -•g, s, ,, ,7;94•1 ,441C,P,'-,‘:;,. -',,,,,;;O< -,,. 4;k:;V•-•4,,j;,,,,;.-: e;„?.,:r' z ,":i,.;;;-,,,-:vi,pervAt!o!wour iip,m4nspespr, P'''-Drainage';';•V), , S,6,0010414,-, Drainage Component 14&:;4•E';' '1,4.,4i,t**--,I Existing `': : s:Pii*i#0.:-:,-._.::-,' i,'.: ,I.14:0(4*:::-4'eiloiei;,,OL,:!:::-. ., S)1,0kl. -'-',','A,,,T.1115I''' ,4ilfe;A44$11 ,4.fi.3,'',-.--0Wit-,Description Y:g&%'kg.i‘,1,*iii. ,''.:'0101441*-- ; ','. ?0:04101W,'*i" -'''''41*Iii4 : .:::,::,.,.:V:;,=,'.-i ,13:0-si4e.iiit,':.;.,, Constrictions,underunder capacity,ponding, Type: sheet flow,swale,stream, overtopping,flooding,habitat or organism channel,pipe,pond;size, Drainage basin,vegetation,cover, destruction,scouring,bank sloughing, Tributary area,likelihood of problem,See Map diameter,surface area depth,type of sensitive area,volume Ft. sedimentation,incision,other erosion overflow pathways,potential impacts 0 Sheetflow from on-site Grass and brush 2 0=250' None Noted None Noted wetlands onto BPA easement O Runoff passes under S.E. Culvert wasn't found. Too 1 250'-290' None Noted None Noted 184th Street much brush. 0 Runoff_pondsin low-area 601x-601area 290':330'— None Noted None Noted Neither structures nor the road of pasture are impacted. Sheetflow across field Flows southwesterly Varies 350'-550' None Noted None Noted O Flows south and Through brush area and several 10 550=1,350 None Noted None Noted southeasterly back yards O Grass-lined channel 2 feet deep, 1:1 side slopes, 3 1,350'4,650' None Noted None Noted through back yard 3-foot bottom O Thick vegetation wetland Flow joins up with Soos Creek 3 1,650'-1,900' None Noted None Noted 0 Soos Creek Flows south 1 1,900'-3,400' None Noted None Noted 36-inch CMP Under S.E. 192nd Street 1 3,400'-3,450' None Noted None Noted 11699.013.doc l • OFF-SITE ANALYSIS DRAINAGE SYSTEM TABLE Surface Water Design Manual, Core Requirement #2 Basin: Soos Creek Subbasin Name: Northeast Basin Subbasin Number: 1X{c5,.a i -RXj.J { far-5: e`. i. 1 ii O serwati ins`ofField Inspector, liD: .'e 0 r i t h ia r `ofl. .y ._ rsn a@om nt, rt. 0 Drainsg ConPo r ' from;Ste _- -xtsm Poenth ,>..• . esour Re SY mbol , uNaead s • - `) c to rems rob en , Constrictions,under capacity,ponding, Type: sheet flow,swale,stream, overtopping,flooding,habitat or organism channel,pipe,pond;size, Drainage basin,vegetation,cover, - destruction,scouring,bank sloughing, Tributary area,likelihood of problem,See Map diameter,surface area depth,type of sensitive area,volume Ft. sedimentation,incision,other erosion overflow pathways,potential impacts O Ditch flow to north in Grass-lined, 1 foot bottom, 1 2 0-15'None Noted None Noted R.O.W. of 124th Avenue foot deep, 3:1 side slopes S.E. 0 8-inch CPEP Drains ditch and flows north to 2 15'-40' None Noted None Noted CB 30 12-inch-CMP--- — — GB-to-GB 1 40'-80' None Noted None Noted O 12-inch CMP CB to CB 0.5 80'-140' None Noted None Noted O 12-inch CMP CB to CB 1 140'-176' None Noted None Noted 0 12-inch CMP CB to CB 1 176'-288' None Noted None Noted 0 18-inch CMP CB to CB 0.5 288'-400' None Noted None Noted 18-inch CMP CB to CB 1.5 400'-500' None Noted None Noted OO 18-inch CMP CB to CB 2 500'-635' None Noted None Noted @ 18-inch CMP CB to CB 2 635'-685' None Noted None Noted 18-inch CMP Flows northeasterly across 685-715' None Noted None Noted 124th Avenue S.E. Detention pipe Control structure on east side 715'-835' None Noted None Noted of 124th Avenue S.E. 13 Control structure 5 835'-850' None Noted None Noted discharges to thickly vegetated area and flows to 11699.012.doc r4kJ.x t tr..wt rye• tans, Otise v ate nso Filsn`I s'ector'rains e fr xis o tiaTR- eso u.cr •t n.w..P 1 e: 1 Constrictions,under capacity,ponding,Type: sheet flow,Swale,stream, overtopping,flooding,habitat or organismchannel,pipe,pond;size, Drainage basin,vegetation,cover, destruction,scouring,bank sloughing, Tributary area,likelihood of problem,See Map diameter,surface area depth,type of sensitive area,volume Ft. sedimentation,incision,other erosion overflow pathways,potential impacts the east towards Soos Creek 14 Flow path to east to Soos Through thick vegetation 5 850'-1,200' None Noted None Noted Creek Soos Creek Flows South to S.E. 192nd 1 1,200'-5,600' None Noted None Noted Street 11699.012.doc TASK 3 FIELD INSPECTION There were two problems observed during the resource review. Based on a review of the drainage complaints in the downstream drainage course, there were no existing constrictions or lack of capacity in the existing drainage system. However, the field reconnaissance did find a potential lack of capacity in the existing drainage system in the southeast downstream drainage course from the project site that will be addressed in Section 3.1 below. 3.1 Conveyance System Nuisance Problems(Type 1) Conveyance system nuisance problems are minor but chronic flooding or erosion problems that result from the overflow of a constructed conveyance system that is substandard or has become too small as a result of upstream cievelopment. Such problems warrant additional attention because of their chronic nature and because they result from the failure of a conveyance system to provide a minimum acceptable level of protection. The downstream drainage course from the southeast basin from which the project site will discharge some of its runoff, is occurring through a vegetated area between a drive aisle and an existing single-family residence. It on a fairly steep slope. No erosion problems were noted; however, the drainage channel or swale was not very deep and with the added flow rate potential from the project site, it could overtop its banks and spill into the backyard of the existing single-family residence, which it mad do under existing conditions. The property owners were contacted on two separate days and neither time were they able to answer questions about the downstream drainage course adjacent to their property. In addition, since conservation and flow control, which is Level 2 Flow Con ol, is being proposed for this project site, no other flow control measures are required over and above that as delineated in Section 1.2.3.1. 3.2 Severe Erosion Problems(Type 2) Severe erosion problems can be caused by conveyance system overflows or the concentration of runoff into erosion-sensitive open drainage features. Severe erosion problems warrant additional attention because they pose a signific nt threat either to health and safety or to public or private property. The Sensitive Areas Folios indicated that there were some erosion-sensitive areas in the downstream drainage course from the project site; however, that was not evident anywhere observed in the site visit along the downstream drainage course. Therefore,it is not deemed to be a problem at this time. 3.3 Severe Flooding Problems(Type 3) Severe flooding problems can be caused by conveyance system overflows or the elevated water surfaces of ponds, lakes, wetlands, or closed depressions. Severe flooding problems warrant additional attention because they pose a significant threat either to health and safety or to public or private property. Neither the review of the drainage complaints nor the site visit noted any severe flooding i however, Soos Creek is known to overtopproblemsinthedownstreamdrainagecourse; ow its natural drainage course during peak storm runoff events. There is not a lake, wetland, or stream that would require this project to instituite a higher level of flow control. 11699.011.doc[JPJ/dm] As mentioned previously, there is no evidence of flooding from the drainage complaints or from our site visit downstream of the subject property. There are three drainage courses downstream from this project site, one to the northeast, one to the southeast, and one to the southwest. All three drainage courses wind up in Soos Creek at different locations along the creek. The downstream drainage analysis was followed all the way to S.E. 192nd Street, which in one case was over a mile from the project site. Portions of the downstream drainage course investigated by the site visit and a review of the Soils Map indicates that the downstream drainage course occurs mostly through till type soils The field reconnaissance for this off-site analysis drainage report was conducted on June 1, 2005 and June 2, 2005. The skies were overcast both days and the high temperature on those days was approximately 62 degrees. I I 11699.011.doc[JPJ/dm] I III I TASK 4 DRAINAGE SYTEM DESCRIPTION AND PROBLEMM DESCRIPTIONS I i I I TASK 4 DRAINAGE SYSTEM DESCRIPTION AND PROBLEM DESCRIPTIONS Runoff leaves the project site in three locations. The first basin is the southeast basin. This drainage course starts out by sheetflowing to a catch basin collection system and ultimately discharges underneath 124th Avenue S.E. through 12-inch CPEP pipe and then discharges to a ditch on the east side of the street. This ditch is rock-lined for the majority of its length. The ditch flows at a fairly steep grade of approximately 15 percent down, between a drive aisle and an existing single-family residence. This occurs through a vegetated area and is approximately 10 to 15 feet wide. Once reaching the toe of the slope, the flow levels off to 3 percent grad and becomes slightly shallower, which could be potential problem if peak flows are made larger than they are under existing conditions. The property owner adjacent to this swale could not be contacted after visiting the residence on two separate days to see if there was a flooding, conveyance system nuisance, or erosion problem occurring in the swale adjacent to his property. After coursing for approximately 350 feet, the runoff enters a wetland that meanders to Soos Creek and then flows south within the S1oos Creek water body. The second downstream drainage course is the west side basin that tends to sheetflow off the western property line of the site and to the south where runoff collects and passes underneath S.E. 184th Street through a culvert that could not be located due to excessive brush cover, where runoff ponds on south side of the street and overtops a slight grassy berm and slopes at a fairly irregular rate to the southwest, entering a brushy area where flows meander to the south and southeast. Runoff then courses through backyards with farm animals and various paraphernalia, small outbuildings, etc., until coursing approximately 1,350 feet from the project site where flows enter a grass-lined channel approximately 2 feet deep with 1:1 slide slopes and a 3-foot bottom width, which courses for 300 feet until discharging into thick wetland vegetation coursing ultimately to Soos Creek another 250 feet away. Soos Creek flows south from that point. The third downstream drainage course is the northeast basin. The vast majority of the northeast basin flows northerly in the right-of-way of 124th Avenue S.E. through 12-inch and 18-inch corrugated metal pipe culvert until discharging into a detention pipe approximately 715 feet from the project site where runoff is then released through a control structure into a vegetated area, which courses easterly towards Soos Creek approximately' 1,300 feet from the project site. Soos Creek then flows south for over one mile until it reaches S.E. 192nd Street where runoff crosses underneath the street through 36-inch CMP culvert. That concludes the narrative of the three drainage courses followed for the project site. No drainage complaint was noted in any of the downstream drainage courses dealing with conveyance problems, erosion problems, or floodingproblems. There were some complaints concerningfillingactivities andP vegetation problems in the downstream drainage course; however, there was no complaint that would indicate that there is a problem that would require a different type of development on the project site. I_I I I I 11699.011.doc[JPJ/dm] EXHIBIT K Drainage Complaints UuiV, L. MD IU: 70Hwi I\Al) UU. WLKU NO, 2876 P. 1 1 King Counter Water and Land Resources (WLR) Division F J L Y1 201 S Jackson St, Suite 600 Seattle,WA 98104-3855 Date: ______6__/___Z/Z_D FAx Number of pages including cover sheet: 1 To: From: Candi McKay,Eng Tech II WLR Stormwater Services SectionFax Phone: 206-296-1900 Phone: Fax Number: 206-296-0192 IMPORTANT LEVEL 1 ANALYSIS NOTE: We do not send copies of certain complaint types that relevant such as BCW, Typ FI, FIR,' WA,, d we do not send CL and areLSnottypes- FIT See key below.e S 1, S2 andandS3 willQ notan be faxed due-to size constraints. 06) Z//6'99 The following is a list of complaint types received by the Water and Land Resources Division Drainage • Services Section. Complaint numbers beginning prior to 1990-XXXX have been archived and are no longer in our possession. They can still be retrieved,if necessary,but will take additional time and may not be beneficial to your research due to their age,development which has occurred, etc. If you are interested in reviewing the actual comp aunts,they can be pulled(tinge permitting)for your review. Copies can be obtained for$.15 per page, and$2.00 per page for plans. Keys: Type of investigation ape of Problem C Action Request DCA Development/Consttuetion BCW Business'for Clean Water D37M Drainage-Miscellaneous CCF Response to Inquiry DES Drainage—Erosion/Sedimentation • sCL Claim DIX Drainage—Landslide/Barth Movement Ell Enforcement on Hold• I DTA Drainage Technical Assistance Et. Enforcement Review i INQ Drainage—General Inquiry PCC,FCR.FCS Facility Complaints MMA Maintenance-Aesthetics PI SWM Fee Ingrbry MMF Maintenance-Flooding FIR SWM Fee Review MMG Maintenance-•General FLU SWM Pee on Hold MUM Maintenance-Mowing LS Lawsuit •MNM Maintenance—Needs Maintenance RR Facility Engineering Review MNW Maintenance-Noxious Weeds NDA Neighborhood Drainage Assistance SWF SWM Fee Questions WQe Water Quality Complaint WQB Water Quality—Best Management Practices WQE Water Quality Enforcement i WQD Water Quality—Dumping_ WQR Water Quality Engineering Review • . WQI Water Quality—Illicit Connection WQA Water Quality Audit REM SWM Fee Remoasurewent WQO Water Quality—Other GRT 5WM Fee-Grant S1,S2,SN3 Engineering Studies NWD SWM Pee-New Discount Subject to Public Disclosure requirements 1.Receipt t written requestequest for documents 2.Review and apprfr al by Prosecuting Attorney's office JuIV, L. LUU7 IU: SUHM KING GU, WLKU il NO. 2876 P. King County Water and Land Resources Division-Drainape;Sarvices Section Complaint Search Printed: 6/2/2005 9:50:36 AM Complaint Typo Type of Problem Address of problem Comments Bros Pape Number Code 1975-0076 C FLDG RD WY/FLD'D/112TH AVE SE/SE 186TH ST 686E2 1976-0110 C DRNG 13038 SE 188TH FIL @ BLVD LN 686G2 1977-0072 C FLDG 12202 SE 192ND ST 686F2 1977-0074 C FLDG 13210 SE 192ND ST FILUDRAIN WAY 686G2 1978-0080 C PONDING 19248 121ST PL SE EAST OF BENSON HWY 686F2 1978-0081 C DRNG 19248 121ST PL SE 686F2 1979-0047 C 11403 SE 204TH ST SOIL BULLDOZED/PANTHER LK AREA 686E2 1981-0225 C FLDG 13210 SE 192ND ST DRAIN WAY FILLED. 686G2 FAI RK DIV EASEM'T/SE0515CMISUSERWOODP7EASEMT/SE 173E2D/134TH PL SE 686G1 1982-0539 C FLOG 12600 SE 192ND ST EAST KENT AREA 686F2 1984-0313 R FLDG 13250 SE 192ND ST TO ROADS DIVA 686F2 1984-0314 C FLDG 13250 SE 192ND ST SE 192ND ST/134TH AVE SE 686F2 1985-0534 X DRNG 13250 SE 192ND ST LTRTO COMPLAINT 686G2 1986-0617 C DRNG 13432 SE 187TH ST FLDG ON SIDEWALK 686G2 1986-0816 C FLOG 13440 SE 192ND ST REF:86-0632 NESPER 87-0770 686G2 1986-0616 ER FLDG 13340 SE 192NDST REF:88-0632 NESPER)PVT PROB. 686G2 1986-1166 C FLDG 11202 SE 186TH ST STORM OVERFLOW 686E2 1986-1185 C FLOG 11202 SE 186TH ST SEE:86-1166 BRYANT,BILL. 686E2 1986-1190 C FLDG 11001 SE 186TH ST BASEMENT GETTING WATER 686E2 1 1988-1276 CL CLAIM#10373 686G2 1987-0334 C DRNG 11202 SE 186TH ST CULVERTS BLOCKED 86-1166,1185 686E2 1987-0471 C FLDG 11202 SE 186TH ST SPRING GLEN 86-1166,1185 686E2 1987-0545 C DRNG 18627 109TH AVE SE INADEQUATE SYSTEM 686E2 1987-0770 C FLDG 13440 SE 192ND ST FAIRWOOD SEE 66-0816 686G2 1987-1005 C FLDG ' 13100 SE 182ND CT WANTED INFO ON BUILDING ON LOT . 686G1 1987-1049 C TO RD COORD 04/27/87.686F2 1987-1183 NDA SILT. VLTR CRT PROB 686G1 1968-0118 X DRNG 13250 SE 192ND ST SEE 86-1278 NESPER/CL-FORSEST TRAI 686G2 1988-0238 C FLDG 18431 120TH AVE SE NEW DRIVEWAY WILL IT FLOOD 686F2 1988-0238 ER PIPE 18431 120TH AVE SE NEED EXTENSION OF 42"CULVERT 686F2 1988-0305 C BLOCKAGE 12716 SE 188TH PL EASEMENT-FAIRWOOD/WALL CONSTRUC 686G2 1989-0003 C DRNG 18612 120TH AVE SE INCREASED RUNOFF/CHANNEL 686F2 1989-0192 C DRNG 18612 120TH AVE SE X PIPE NOT WORKING 686F2 1989-0550 C EROSION 19118 130TH AVE, SE OLD EASEMENT CHANNEL MAINTENANCE 686G2 1989-0650 C DRNG 18631 111TH PL SE S/W DRNG AND DAMAGE 686E2 1989-0665 C DRNG 13308 SE 184TH PL WATER IN BASEMENT/YARD DRAIN CLOG 686G2 1989-0700 X DRNG 18631 111TH PL ' SE WATER ON SIDEWALK/89-0650 FRITON 686E2 Page 1 of 5 JUN. L. LUUD IU: 7'1AIVI KIN ] LU. WLKU 1 NO. 2876 P. Comae Type type 1 Number Code of Protium Address of Problem Comments ibros Pape 1990-0056 C FLDG 12700 SE 187TH PL 1 UTILITY EASEMT CLOGGED 90-0259 68602 i• 1990-0075 C DRNG 11254 SE 186TH ST , PLUGGED CULVERT/STORM 686E2 1990-0141 C FLOG 18400 112TH AVE SE POND OVERP LOW/90-0149,235,372/STOR 686E2 1990-0149 C FLDG 11202 SE 186TH ST R/D POND OVERFLOW/ROBERT/STORM 686E2 1990-0231 C DRNG 18425 112TH AVE SE R/D POND OVERFLOW/STORM 90-274,37 686E2 1990-0235 C FLDG 11202 SE 186TH ST WATER IN BASEMENT/STORM/90-141,149, 686E2 I 1990-0259 C FLDG 12700 SE 187TH PL PVT DITCH OVERFLOW 686G2 1990-0274 C FLOG 11022 SE 184TH PL R/D POND FLOODED/STORM 686E2 1990-0342 C FLDG 11202 SE 186TH ST R/D POND/ROBERT/STORM EVENT 686E2 1990-0372 X DRNG 11202 SE 186TH ST R/D PONDS OVERFLOW9/90-141,149,235,2 686E2 1990-0709 CL FLDG 18504 112TH AVE SE CL#12959 SEE CL.#13224 DUE DECEMBE 686E2 1990-0884 C DRNG 18427 112TH AVE SE R/D POND DRAINAGE/STORM 686E2 1990-1061 CL FLDG 11202 SE 186TH ST CL#13224 SEE CL#12959 GARAGE FLOG 686E2 1990-1106 C DRNG 13517 SE 189TH PL CULVERT BLEW TRASH RACK/CEDAR ES 686G2 1990-1106 NDA DRNG 13517 SE 189TH PL CULVERT BLEW TRASH RACK/CEDAR ES 686G2 1990-1155 C DRNG 13421 SE 189TH PLACE 13517 SE 189TH PL 686G2 1990-1155 NDA DRNG 13421 SE 189TH PLACE REF 90-1106 68602 1990-1156 C DRNG 13429 SE 189TH PLACE 13517 SE 189TH PL 686G2 1990-1156 NDA DRNG 13429 SE 189TH PLACE REF 90-1106 686G2 1990-1157 C DRNG 13435 SE 189TH PLACE 13517 SE 189TH PL 686G2 I 1990-1157 NDA DRNG 13435 SE 189TH PLACE REF 90-1106 686G2 1990-1158 C DRNG 18917 SE 189TH PUCE 13517 SE 189TH PL 686G2 1990-1158 NDA DRNG 18917 SE 189TH PLACEI REF 90-1106 68602 1990-1159 C DRNG 13523 SE 189TH PUCE 13517 SE 189TH PL 686G2 1990-1159 NDA DRNG 13523 SE 189TH PL/rE REF 90-1106 686G2 1990-1160 C DRNG 13529 SE 189TH PLACE 13517 SE 189TH PL 686G2 1990-1160 NDA DRNG 13529 SE 189TH PLACE REF 90-1106 68662 1990-1186 CL FLDG 11044 SE 186TH ST MEMO/RUDDELLS STUDY TO PA 686E2 1990-1212 C DITCH 11044 SE 186TH ST RD/SIDE DITCH-FILL/90-1186 686E2 1990-1212 E FILL/DIT 11044 SE 186TH ST WILL START WORK 09/20 CHK ON 09/30/9 686E2 1990-1212 ER FILL/DIT 11044 SE 186TH ST RUDELLS STUDY 686E2 1990-1226 C DRNG 18615 107TH AVE SE FLOODED BASEMENT/BAD ROADWAY 686E2 1990-1445 C DRNG 18427 112TH AVE SE R/D POND OVERFLOWING TO STUDY/91-1 686E2 1990-1473 C PONDING 18203 140TH AVE SE NEW CONST OVERFLOWING SYSTEM 686G1 1990-1530 SR FLDG 18427 112TH AVE SE STORM EVENT 666E2 1990-1531 SR FLDG 18427 112T1-I AVE SE STORM EVENT NOT NDAP 686E2 1990-1630 C FLDG 19114 130TH AVE SE STREAM OVERFLOW 686G2 1991-0150 C DRNG 18624 112TH AVE SE 686E2 1991-0150 SR DRNG 18624 112TH AVE SE NOT NDAP 686E2 1991-0196 C FLOG 18425 112TH AVE SE 686E2 Page 2 of 5 JUI4. 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WLKI)NO. 2876 P. 4 Campialnt Type Typo of Problem Address of Problem Number Cade I Comments Three Page 1991-0196 SR FLOG 18425 112TH AVE SE NOT NDAP 686E2 1991-0253 C DRNG 11254 SE 186TH ST 686E2 1991-0438 S1 SPK TO FINISH S1 3/4-S2 TO'92 CON 686E2 1991-0667 CL DRNG 18427 112TH AVEi SE SEE 91-0438 SEE RUDDELLS 686E2 1991-0837 C DAMAGECB 19001 116TH AVE SE C/B BELOW GRADE 686E2 1991-1090 C DRAINAGE 18532 131ST AVE SE WATER PONDS IN YARD 686G2 1991-1090 NDA DRAINAGE 18532 131ST AVES SE YARD PONDS 686G2 1991-1090 SR DRAINAGE 18532 131ST AVE SE TO CIP 686G2 1991-1095 C FLDG 11200 SE 186TH ST RUDDELL POND OVERFLOW 686E2 1991-1132 C DRAINAGE 19006 116TH AV ' SE INFO TO PM&D 686E2 1991.1149 X FLOG ND 11200 SE 184TH ST CCF#SWM-1031 RID POND CAPICITY 686E2 1993-0641 WQC SEDIMENT 13120 SE 192ND ST 68602 1994-0038 C PONDING 11430 SE 192ND ST POSS GRADING/FILLING VIOLATION 686E2 1994-0676 WQC GREENH2O SE 192ND&1 TH A SE DUCKWEED 686G2 1994-0781 C DIVERTED SE 183RD ST 1 124TH AVE ALLEGED FILL ACTIVITY NOT IDENTIFIED 686G1 k- 1995.0170 WQC OIUCARS 19312 133RD AVE SE RESIDENTIAL CAR MAINTENANCE 686G2 1995-0374 C FILLING SE 192ND&134TH SE WETLAND-REFD TO DDES 686G2 1995-0782 C RUNOFF 13411 SE 183RD ST IRON-OXIDE STAIN WATER OVER SIDEW 68601 1996-0391 FCR POND?19118 130TH PL SE HOLD-GPR WILL CALL HER 4 MORE.DETAI .68602 1996-0391 NDA POND?19118 130TH PL SE HOLD-GPR WILL CALL HER4 MORE DETAI 686G2 1996-0391 R •POND?19118 130TH PL SE HOLD-GPR WILL CALL HER4 MORE DETAI 686G2 1996-0480 C CRK FLDS 13607 SE 192ND GROUNDWATER IMPACT WATER PONDI 686G2 1996-0805 C DRNG 19400 120TH AVE SE DRAINGE FLOW QUESTION DEVELOP INF 686E2 1996-0921 FCR RID POND 13341 SE 195TH ST OUTLET PIPE OBSTRUCTED ASSESSMEN 686G2 1996-1426 C SWALE 18914 129TH PLACE SE OFFSITE FLOW IMPACTING PVT DRNG SY 686G2 1996-1428 NDA SWALE 18914 129TH PLACE SE OFFSITE FLOW IMPACTING PVT DRNG SY 686G2 1996-1428 R SWALE 18914 129TH PLACE SE OFFSITE FLOW IMPACTING PVT DRNG SY 686G2 1996-1550 C DRNG 19121 124TH AVEI SE PLUGGED D/W CULVERT IMPACT TO PVT 686F2 1996-1564 C DRNG 18908 113TH WAY SE PRIVATE PROPERTY IMPACT TO PVT DRN 686E2 1996-1894 C RUNOFF 13416 SE 187TH WATER OVER SIDEWALK GROUNDWATE 686G2 1997-0940 C DRNG 13007 SE 188TH PL GROUNDWATER/SHEETFLOW PONDING 686G2 1997-1123 C GRADING 18908 113TH WAY SE PVT PROP IMPACT NO DRNG INSTALLED 686E2 1997-1123 R GRADING 18908 113TH WAY SE PVT PROP IMPACT NO DRNG INSTALLED 686E2 1997-1179 C DRAINAGE 19113 121ST PL I SE INSTALLATION OF DRNG IN RNV OLD/OFF 686F2 1997-1179 NDA DRAINAGE 19113 121ST PL SE INSTALLATION OF DRNG 1N R/W OLD/OFF 686F2 1997-1179 R DRAINAGE 19113 121ST PL SE INSTALLATION OF DRNG IN R/W OLD/OFF 686F2 1997-1301 C DRAINAGE 19125 121 ST PL SE SUBSTANDARD INSTL OF DRNG SYS PVT 686F2 I. -i 1997-1319 FCR DUMPING 21709 146TH ST E DUMPED BATTERY IN R/D POND 686G2 1998-0019 C DRAINAGE 19016 116TH AVE SE NEW GRAVEL RD POSSIBLE PVT PROP IM 686E2 1998-0058 C DRAINAGE 18820 116TH AVE SE SFR CONST IMPACTING ADJACENT PROP 686E2 Page 3of5 Juiv. 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WLKU 1 NO. 2876 P. 1 Complaint Type Type of Problem Address of Problem Comments Wes PageNumberCede 1998-0349 C DRAINAGE 13420 SE 182ND ST 1 PLUGGED ROOF DRAINS MAINT REQU 686G1 1998-0921 C DRAINAGE 18532 131ST AVE SE MINOR PONDING LOCAL LOW AREA 686G1 1998-0926 C DRAINAGE 19133 121ST PL SE APPARENT OBSTRUCTION IN ROAD DRN 686F2 1999-0174 FCR CLGINLET 13415 SE 187TH PL INLET PIPE APPARENTLY OBSTRUCTED 686G2 1999-0306 C DRAINAGE 11618 SE 188TH ST ADJACENT PROP PAVED 2500 SQ FT 686E2 1999-0329 FCR BAMBOO 12317 SE 179TH PL NON NATIVE GROWTH IN RID FACILITY 686F1 1999-0449 C SPRINGS 13518 SE 186TH PL NEW SFR GROUND WATER INFIL ONTO P 686G2 1999-0632 C EASEMENT 19114 130TH AVE SE INFO PROVIDED ABOUT RID POND ON PR 686G2 1999-0879 FCR FENCE 18932 133RD PL SE LEANING FENCE NEEDS REPAIR 686G2 r 2000-0165 WQC DUMPING 18516 129TH PL SE APPARENT DISCHARGE OF PAINT INTO S 686G1 2000-0165 WQR DUMPING 18516 129TH PL SE APPARENT DISCHARGE OF PAINT INTO S 686G1 2000-0398 C DDM 12625 SE 192ND ST REQUEST TO DIVERT FLOW DISCI-IARGIN 686F2 2000-0572 C DDM ACROS 19029 120TH AVE SE APPARENT FILLING OF ROADSIDE DITCH. 686E2 2000-0572 R DDM ACROS 19029 120TH AVE SE APPARENT FILLING OF ROADSIDE DITCH. 686E2 2000-0576 WQC WQB 12813 SE 184TH PL ALLEGED POLLUTANT DISCHARGE TO ST 686G1 2000-0735 FOR MNM 19000 134TH AVE SE CEDAR BOARD FENCE AROUND PERIMET 686G2 2001-0247 FCR MMA 12317 SE 179TH PL IDENTIFIED NOXIOUS WEEDS. BLACKBE 686F1 2001-0548 WQP WQP 13120 SE 192ND ST 686G2 2002-0094 Fl REM 13055 SE 192ND ST SWM#83 REMEASURE OF ORIGINAL 17.7 686G2 2002-0094 FIR REM 13055 SE 192ND ST SWM#83 REMEASURE OF ORIGINAL 17.7 686G2 2002-0204 FCR MMG 19000 134TH AVE SE 1)PSE UTILITY BOX DAMAGED. CALLED U 686G2 2002-0424 C DDM 13003 SE 188TH PL SINKHOLE DEVELOPED APPARENTLY CV 686G2 2002-0424 NDA- DDM 13003 SE 188TH PL SINKHOLE DEVELOPED APPARENTLY OV 686G2 2002-0424 R DDM 13003 SE 188TH PL SINKHOLE DEVELOPED APPARENTLYOV 686G2 2002-0553 C DTA 19013 114TH CT SE CONCERN REGARDING POSSIBLE SLOUG 686E2 2003-0266 C DDM 18759 130TH AVE SE LOCAL PONDING PROBLEM. MAYBE THE 686G2 2003-0545 WQR WQB 18601 126TH PL SE 686F2 2003-0762 WQA WQAI 19433 VASHON HWYSW BMPS are ALL IN PLACE 686E2 2003-0847 C DDM 19230 116TH AVE SE APPARENT OBSTRUCTION OF OFFSITE C 686E2 2003-0847 NDA- DDM 19230 116TH AVE SE APPARENT OBSTRUCTION OF OFFSITE C 686E2 2003-0847 R DDM 19230 116TH AVE SE APPARENT OBSTRUCTION OF OFFSITE C 686E2 2003-0909 WQC WQDR 18601 126TH PL SE AUTO FLUID RESIDUE ON STREET AS A R 686F2 2004-0223 FOR THE 18004 124TH AVE SE Trees removed from FacIityD92182. Investiga 686F1 4c---- 2004-0286 E MNM 18004 124TH AVE SE Facility D92182 dispersion trench filled/graded 686F1 — 2004-0286 FCR MNM 18004 124TH AVE SE Facility D92182 dispersion trench filled/graded 686F1 u 2004-0286 R MNM 18004 124TH AVE SE Facility D92182 dispersion trench filled/graded 686F1 — 2004-0745 C DTA 18418 127TH AVE SE 2 pipes from neighbor drain onto complainant's 686F1 2004-0902 WQC WQI 12919 SE 185TH ST1 Laundry hook-up tied into storm system?Imes 886G1 2004-0952 C DTA 12701 SE 191ST PL Referral from KC Roads.Flooding of backyard 686F2 2005-0244 C DDM 18617 126TH PLI SE Wet backyard caused by broken storm line?In 686F2 i 1 Page 4 of 5 JUIV. L. LUu7 I i : uiiivi INLau NO. 28/6 P. 6 Gempialnt Type Number eerie Type of Problem Address of Problem ;Comments Tiros Pape 2005-0262 FOR MNM 19000 134TH AVE SE D91533 not functioning because of downstrea 686G2 I Page 5cf5 ju!r. i. LUV) 0: LURIVI uu. WLKUJ NO. 2965 P. 1 King County Water and Land Resources (WLR) Division 201 S Jackson St, rite 600S ' 671 0 Seattle WA 98104-3855 Date: V6/0-5 FmcNumber of pages including cover sheet: /9 To: Z14.6bJ../0/1/Ale. Prom: Candi McKay, Eng Tech II Fax:. S—c5i i_782, WLR Stormwater Services Section Phone: Phone:206-296-1900 Fax Number: 206-296-0192 IMPORTANT LEVEL 1 ANALYSIS NOTE: We do not send copies of certain complaint types that ate not relevant such as BCW, FI, FIR, FM and WQA, and we do not send CL and LS types. See key below. Type S i, S2 and S3 will not be faxed due to size constraints. The following is a list of complaint types received by the Water and Land Resources Division Drainage • Services Section. Complaint numbers beginning prior to 1990-XXXX have been archived and are no longer in our possession. They can still be retrieved,if necessary,but will take additional time and may not be beneficial to your research due to their age, development which has occurred, etc. If youareinterestedinreviewingtheactualcomplaints,they can be pulled(time permitting)for your review.Copies can be obtained for$".15 per page,and$2.00 per page for plans.Kevs: Type of Investigation pgoeQf problemCActionRequestDCA Development/ConstructionBCWBusiness'for Clean Water DDM Drainage-MiscellaneousCCFResponsetoInquiryDESDrainage—Eosion/SedimentationCLClaimDLEDrainage—Landslide/Earth MovementBEEnforcementonlioldDTADrainageTechnicalAssistanceEREnforcementReview1NQDrainage—General InquiryFCC,FCR.FCS Facility Complaints MMA Maintenance-AestheticsPISWMFeeimliuiryIMMFMaintenance-bloodingPl1tSWMFeeReviewMMG •Maintenance-GeneralF SWM Fee on Hole( MMM Maintenance-MowingLSIaWsuitMN11Maintenance—Needs MaintenanceRRFacilityEngineeringReviewMNWMainensner-NoduusWeedsNDANeighborhoodDrainageAssistanceSWFSWMFeeQuestionsWQCWaterQualityComplaintWOWaterQuality—Best Management PracticesWQEWaterQualityEnforcementWQI) Water Quality—Dumping-WQR Water Quality Engineering Review WQI Water Quality—Illicit ConnectionWQAWaterQualityAuditREMSWMMMFee-RemeasurementWQOWaterQuality—Other GRT SWM Fee-GrantS1,S2,SN3 Engineering Studies i NWD SWM Fee-New Discount Subject to Public Disclosure requirements 1.Receipt or written request for doduments 2.Review and approval by Prosecuting Attorneys office PA-JUN. /. 2005 8: 2OAM . KING CO. WLRD I NO. 2965 P. 2 KING COUNTY SURFACE WATER MANAGEMENT DIVISION • DRAINAGE INVESTIGATION REPORT . Page 1: INVESTIGATION REQUEST , Type Received by:- iL. Date: l lo z OK'd by: File No.94 -0181 Received from: i.>/ia // l k7 y74) (Please print plainly for scanning). Day) Eve) NAME: Ande.rs , a ('7' 95) • PHONE 65K- goer) ADDRESS; JJ4 XX SE /82 rd 37 City deEN7an/ State Zip Location of problem, if different: /a y rti AYE ,i. SE /93'r/5r. Reported Problem: Je i re km i o y4-, cyc vTh. A'+ er5On has ch Vef ' s•Pr'eawk a he. loe,iteues .. F4LL. r T A)1-Ke4 7) ,yid AA4'E/fso'1 or/ /e/zWeiy. lie i:s ho f--:'- C•erVe2%n LO1V, 444S.4ae/g aG d;rec,l-i o n c,f 0.,:s s datm- He sa. of --H , werr. Lei ca•f eal lo 441.t. . a .4 h%s e repe.'"-F y, by t /-J e lc SAows up l 11 4410" AI kJ Sec I-1'0n ./716,re, 141,4M i ei sl .0 I., . 7 i. c r o s s - ir••=e#-s , h_¢,. Said care cZbo Wt" J. yam' aric r/8 3 r Plat name:Lot No: Block No: Other agencies involved: No Field investigation Needed i,_ Rows) ak1dis..35'„As.. ..:..ak. : 0:!:Y.:.. :£'a 33,"..i.•" :::....' ;..r .., `^,y?`> i h1r',lAy,; rtlk 33 23 5 Parcel No.33 2.5eS 7 o 2q ? Kroll 6O5• Th.Bros: New 0.b 61 1/4 S 7' R Old `12 eg (B"? Basin SOo Council Dist cif Charge-No: RESPONSE: Citizen notified on by phone -letter in person left. Mee t,e.. LZ43.9 c (osi .Crt, 1-(3-qS.• My p„,4„so•• 1..ati"- v..¢4e ria...01 44..1k. R_7 7 "Jo ve.r-s:la, 0-0 t-ir A ,-. all- r A mlN.s .' e_. /U, N -C 11 j IOISPOSITIQN: Turned to, on j by _ OR: No further action recommended because: I Lead agency has been notified; I Problem has been corrected. lNo-problem has been identified. Prior investigation addresses problem; 1-' see Pile of Private problem, - NDAP will not address because: Water originates onsite and/or on neighboring parcel Water originates on KC Road Location is outside SWM Service Area Other (Specify):. DATE CLOSED: 6/ / f3 /fr''5- by:4i1 thligoiiQ /ic-Asr JUN. I. 2005 8: 20AM KING CO. WLRD . NO. 2965 P. 3 a , KING COUNTY SURFACE WATER MANAGEMENT DIVISION DRAINAGE INVESTIGATION REPORT Page 2: FIELD INVESTIGATION etai(s of Investigation: Complaint#94-0781 Anderson investigated by Doug Dobkins investigated on 1I 2-94, 12 21-94 Pve talked to Mr. Anderson in early part of November about this alleged diversion of water along the Big Soos creek. I investigated on 112-94 this complaint but I was in the wrong area after talking to Mr. Anderson. There was an old red tag from DDES from 7-28-93 for a grading violation. This wasn't the area Mr.Anderson was talking about. The area of his concern was to the south of here. I tried to contact Mr.Anderson 11-15,117,1122,and let a message for him on the 23 of november to give me a call so I could get better information on this diversion. I recieved a call 12 2 94 from Mr.Anderson. He told me the area was east of the intersection of SE 184th and 124th ave se. I walked this area and couldn't find any recent grading or dumping. Mr.Anderson claims this happened 3 to 5 years ago. The area of concerned is a wetland that is overgrown and clogged with debris. Couldn't find a diversion of water anywhere near where Mr.Anderson is claiming this happened. C ri €S Kitt:::!'", s. Allik• r lY'n M..wrr It' Zi' \ iklatqlS.iryi: p.,, SE 18'th ST4ketch: ry;<::-::•!..4 y. Ji ice,.# ,:a.'. r mi O T 1 i.:,,..tet.„iit,,,c4.• IIuIuIIuuIuIL ;.... gravel driveway wetland i Big Soos Crk i flow of the creek __6. Invactinatari by 1 )_ -- _D. Li-- ...0- i)ato I)-2^ f4 . l 7 2 119 - JUN. 7. 2005 8: 20AM KING CO. WLRD j NO. 296544-P. 4 It1NG 1:OUNTY WATER AND LAND RESOURCES DIVISION Y DRAINAGE INVESTIGATION REPORT eaniff Page 1:, INVESTIOATtONREQUEST Type _ PROBLEM: REc. DBY: 1 Dates ' 7OK'd bv: DRA LE No. 61-'05 2s-1 Received from: ii DaY) Eve) ( NAME: QirOViii. fi i UaJ PRONE n 3 6 ADDRESS: lip (5 / Y& P (5 City State Zip ff Location of problem,if different; / /3 /7 a' /7p 0" Reported Problem: CALL FIRST 0 (Would Luce To Be Present) AZ:40?/60/, dy-i9260.4(3 :ths 72,0600,77.) Oje .5- 6/..4 . //,40,420-724/ 49'dig-,,a‘ flog o9/6 za kddhyd dehi/242.d7Z- Plat name: 717 Lot No: Block No: Other agencies involved:No field investigation required tialU rJ t . ar 4l •F r Kr r r l L F2 J u F V{y ICJ JdPIJ f /»Ql 'C Y 1 ia tn yi ritr ) LLtll i/ c ...-r:+ '":::..V'''..._..e . ,.Jli3 .,.eC0.'re._-Y,_ .-4.62y rHu} Cq,:j1` Q C,t`['. t ,• 7 t:, `! •i ,",, rtiyftk,i..1 - 3 ,23 nJ r ..a....- .,.,.. .,,r. U' fib. 1/ 1 SS . T R Parcel No. (7c27 / '5 2Jb 0 Kroll 6,0ald Th.Bros: New 6,(f 17 Old p,¢ Basin. SOO. ' Council District Charge No. RESPONSE: Citizen notified on S')'2 -`19 ' by; phone letter in personLETann,z3 ii(A10 447 uoigk liellyWeg,.r.11.o./ AS 047,64441447-1a 111 /r Ba', r 15740 APe-F0 VC-1 b c• 0 y Iry 0/1 # kiiiii 3 1 DZSPOS1TZON: Turned to on 1 I .by OR:- No further action recommended because:b Lead agency,has been notified: PO it 1-1,..77-:s'-- (in- ),Ps •Problem has been corrected_ ' No probfem has been identified. Prior investigation addresses problem: j SEE S# Private problem-NDAP will not consider because: Water originates onsite and/or on neighboring parcel. Location is outside WLRU Servi Ar Other(Specify): DATE CLOSED: , l02/,9f,By: . uu,iv, r. LUU7 a: LUNivi KING UU. WLKU NO. 2965 P. 5 dry p.. len- I41nk -- ^ _. ._ KING COUNTY FILE NO. 9 9-0329 Department of Natural Resources NAME MAX HAWKINS Water and Land Resource Division ADDRESS 18005 - 124TH AVE SE PRONE (425)228-7236 TB PAGE 686-F1 DRAINAGE INVESTIGATION REPORT KROLL PAGE 6osW DATE 4-27-99 FIELD INVESTIGATION MAINT-DIVISION 4 INITIALS-MAM DETAILS OF INVESTIGATION: SITE VISIT ON 4-27-Se. BAMBOO FROM RID FACILITY D81672 INVADING YARD. INVESTIGATION FOUND THE R/D FACILITY Del 872 AT HIDDEN CEDARS HAs BAMBOO SHOOTS GROWING AROUND THE Eirt.) CONTROL STRUCTURE AND INVADING UNDER FENCE TO NEIGHBORING YARD, DUE To THE LOCATION OF THE BAMBOO AROUND THE CONTROL STRUCTURE IT SHOULD BE REMOVED TO ALLOW FOR SAFE INSPECTIONS. NTS PHOTOS TAKEN # 1 SHOWING BAMBOO SHOOTS AROUND CONTROL STRUCTURE. 2 SHOWING BAMBOO INVADING INTO NEIGHBORING PROPERTY. lir SE 179TH PL CB-3 TRASH RACK 12313HOUSE I it RIPRAP PAD SKET -. I x TRACT A I WET POND NIt t I dPlE2:WA...: .. i1 RIPRAP PAD I j`aTRA6H RACK HIPAAP PAD, oDEN BOLLARDS I I i7, G* TRASH RACK'` •Po. Cp-4 I a p f I CS/CB•1 •• rz.-is I CMP CB-2 TRACT BOUNDARY x-x-x-x-X-Se-x-x--Ye ie x-,X.-l0-x-) X Xx-X--X-x-x.-X X-x-X 8'WOODEN FENCE a HOUSE 1Q Q5 JUN. 7. 2005 8: 20AM KING CO. WLRD NO. 2965 P. 6 m '1 bLY I:eaT.l'+v Wf'-411 a + n [+. •w. .,.—. _— T— --•- • J Complaint Maintenancev ivision: 4 Thomas Bras leap: b8 F.1 UA : tW,4325 Facility 4: D51167 2 Type: Wetio Hidden Cedars Div II Street •iCLress: 12317 SE 179th ;P'1 Directions: FROII SE -192 ST & 116 AVE SE HEAD NORTH TO SE 184 ST THEN HEADEASTTO124AVESETHENNORTHTOSE179PL. POND IS ON THE LEFT. Checked on 5/07/99 by Michael A Kalnerich fl_4jl/, Radio D: 512 charge to Prnjert t; 08747S Fisheries: N Special Equipment; VLR Notes/Cueeents: Note: The neighbor is complaining bamboo ircm county RID facility is invading his property. Bamboo route needs to be removedfromaroundcontrolstructureandfencearea. Roads Div. Motes: Task Unit Date Actual Material MaterialCodeTypeJnitsWorkRequestedCompletedUnitsInaPlacedExcavated 7 T VA JEa.Fac. 1 :Perform the following maintenance/reolair work: bamboo•Itarcandcontrolstructureneedstobe 'removed. need toreaove outlIrockno.der to dig root . tref6601 War' Authorized: Date: . Work Completecs r 22,.19p3 F:ograe. Version: February Date: JUN. 7. 2005 8: 21AM KING CO. WLRD NO. 2965 P. 7 KING COITNTY WATER AND LAND RESOURCES DIVISION I'i AM DRAINAGE INVESTIGATION REPORT 3-' -DLi INVESTIGATION REQUEST Type .PROBLEM: (/6 .A-s,S' IRECEIVEDBY: 2. e'?Date: /0 1—OK'd by:FILE Na. 2-004 -.C2r2d--,Received from: NAME:N a y/ea PHONE Day) ( Eve) . ADDRESS: City State Zip i LOCATION OP PROBLEM,IF DIFFERENT: Access Permission Granted !._.t Call First (Would Lae To Be Present) 0 A,,0--x-TX 0 a/&/,72. A-7- 4-/O-oit./•._-t-- , -,;..-p-e,r..=•-s-s lie..garg.74----bz y e_,,ii.d ti l K,C--S- c/f d 7-y `/GT .i"L/"-S,t/- r gz- Plat name:p i501024$-6 Lot No: • Block No: eraagencies involved: j.d;; ,,, I. .....,.,. No field in esti_ati e ulr onr uireda,..n*:,.. ar:: ..:'' .,ik:'. u,wA n"a°Ida y. M i- 'n1 i-r.-rL+.' kJ'iY.Ti.r`— r1 a n e•2.` Cl f'A r_:nc '1_.^. L l,-!'.!. 1Cr,t ` V f!'{,.., OxC '4 r_L..!' ° q°"'+° q'+ e ww..-..Ai.w"'..'1,,, .i ."7..„1• n,.' -. I/ J 3 Y f.- 1.Y XL '•r.,}_i4.i\ •,=4E Wr Y' .04woA owi Blwunum tllW,M n rhYY4.°•uinihpr+..,.• i arr Y1 IPA .I ppu u.vwp.in.lu m S T R . Parcel No: 6' KrollC S6: Th.Bros: New 1f-/ - . . RDP—Basin 605 Council District / City Charge No. RESPONSE: Citizen notified on by: phone letter in personpozI D.isposmON: Turned to on by OR: No further action recommended because: Lead agency has been notified: Problem has been corrected. No problem has been identified. Prior investigation addresses problem; Private problem NDAP will not consider because: SEE VILE# Water originates onsite and/or on neighboring parcel. C Other(Specify). DATE CLOSED: 3 / Z L/ 04 By: 1 . I A:s •;i.,N JUN. 7. 2005 . 8: 21AM t ,KING CO, WLRD NO. 2965 P. 8 ,,•..::,:k'',..g",'-',..^-0? •2S;^ •,a':+;e lei >N)'• •, ‘ •• 'a' .. , •i^, 1. r.,.' • d:','•..,•, 41%: `r2',4 's-ds, ? r „?.er1 " .i,i;,''^4. '; ':',i• kr.',1 4sriA ,+.0 '.A'e r,, .•r',''':1.'1,ti-." ,'y:,;' ,•. !,L,a;»h,J s*AT;,k,/.;.;. 04-0223 FCRDIKINGCOUNTYFILENO. NAt ANONYMOUS Department of Natural Resources Water and Land Resource Division ADDS$$ PRONE Ts PAGE 686-l=9 DRAINAGE INVESTIGATION REPORT KROLLPACE 605E nA 3-19,04 FIELD INVESTIGATION MAINT•DIVISION 4 INITIALS-_M . DETAILS OF INVESTIGATION: COMPLAINT STATES:PROPERTY-OWNER.REMOVED TREES FROM COUNTY TRACT ADJACENT TO PROPERTY VWSITEVISITON3-17-04.INVESTIGATION FOUND THE PROPERTY AT 18004-124TH AVE SE BORDERS A PARCEL#332305900307 WHICH IS CALL OUT AS OPEN SPACE SOOSCREEK TRAIL THIS PARCEL BELONGS TO KING NTS COUNTY.AT THE SOUTHWEST CORNER OF THE PROPERTY FOUND A FEW SMALL TREE STUMPS WHICHAPPEARTOHAVEBEENCUTRECENTLY.IN TALKING TO THE PROPERTY OWNER ABOUT THE TREE CUTTINGSHEMENTIONEDTHETREESHADBROKENDUETOTHEICEFREEZEANDTHEYCUTANDREMOVEDTHEM.THERE IS A DRAINAGE CHANNEL ALONG THE SOUTHERN BOUNDARY OF THIS PARCEL AND NO DAMAGE WASNOTICEDTOTHISCHANNELASFORTHETREESCUTDIDNOTSEEABIGIMPACTTOTHEPROPERTY.A FEWTREESREMOVEDAPPEAREDTOBEONOWNERSPROPERTY:- • PHOTO TAKEN#1 SHOWING COUNTY PARCEL AND OWNERS PROPERTY. 2 SHOWING TREE STUMPS INDICATING TREES WERE CUT RECENTLY. 3 SHOWING TREE STUMPS INDICATING TREES WERE CUT RECENTLY. 1 PARCEL 332305900307 OPEN SPACE SOOS CREEK TRAIL rip 1 ,42P2HANNFi .) PROPERTY nournmy CB-3 I T I— CB-2 t rs o 3 C /CB-1 I V a. IsHONS 3 L a i 1e a4 (U y g LOT 4 S 1 1 1 1 PROPERTY 90UNDARY 2 , I 0 • II JUN. 7. 2005 8: 21AM KING CO. WLRD NO, 2965' 'P. 9 RIR Pr KING CO UlYTY WATER AND LAND RESOURCES DIVISION DRAINAGE INVESTIGATION REPORT M,9AA INVESTIGATION REQUEST Type Ee_e_ P o_ ;'-M: O.RriREa _ OVER. Ferail.tTy . e'=2ECEWED 13Y: Date: 3- OK'd bv: T`II.. No. 2004 -( Received from: Day) (Z Op) Eve) ( NAME: M, Ail A/ 2/G/? PHONE '2Q(,-4353 • ADDRESS: (/JI.R 1) 5 w S - p k t. City State Zip LOCATION OF PROBLEM,IF DIFFERENT:ENT: i b'DO Y -- 12 1.17 w170&_SE _RR•iiro•CI - 57005 S Access Permission Granted 0 Call First (Would Like To Be Present) 0 180014PROPE2Ty0WA/ RT 1 24 TR rave 5ovateCoC` ud2Lc A PoRr/04/ of / Law Co.vrRoL P907L/rY6D4z/8Z) Lowed 1-or (Am 5 IR'C rRtw o5p PR 00.FrtTy DWNvrz b14NCrr }<Nuo5bAl 2"0-78Ca-013y FILE COPY Plat name: Kd 5 p cAch 98 ao z (Del 2 l sL)Lot No: •- Block No: Other a encies involved: No.eld have . ation ..'uired y n' 1 f w.l h17 r lyaS'.-; w , xn' »a.711(yO. 1yk Gl1! '69 r[7 h r r F '` tIV7 f 1 o a , a, 1 rirtfc. r ,d WyyT herwy WUI(P?i i'.. d,'u.1 4 G:u9 !^I.LY_ _'!. r'„ it:_I':':N+l t a l 'i11t 0 yy%,. T.N ! (.P..,I I; i$ c,Y NL:jl11l'4 l n "+..,^J WI 9"142 •fie. i1!{.. • .v 6 Al NE 33 23 5 a. -S T R Parcel No. 332659 101 Kroll 0,66 e"> Th.Bros: Bye- 4.! Newe to RDP Basin Se o Council District- q City Charge No: RESPONSE: Citizen notified on by:phone letter in person DISPOSITION: Turned to 6- on' / /7/ b`f by 32 OR; No further action recommended because: Lead agency has been notified: Problem has been corrected. No problem has been identified. Prior invettigatlon addresses problem: SEE FILE# - Private problem-NDAP will not consider because: Water originates onsite and/or on neighboringiParcel. Other(Specify): DATE CLOSED: 1°/ 6 /d`f By: &Piti°64c ealie s?,'. JUN. 7. 2005 8: 21AM KING CO. WLRD I NO. 2965 P. 10 f,. .5 /1 0 k LENo. 04-0286 FCR KING COUNTY NAB MICHAEL A. MALNERICH Department of Natural Resources ADDRESSWLRD-SWS-DIIWaterandLandResourceDivision PHUT 206-296-8353 686 F1TBPAGE DRAINAGE INVESTIGATION REPORT IOtOLLPAGE 605E DATE Nm 3-19-04, FIELD INVESTIGATION M DIVISION 4 INITIALSMAM DETAILS OF INVESTIGATION: NCOMPLAINTSTATES:PROPERTY OWNER RE-GRADED LOT AND COVERED OVER DISPERSAL TRENCH. rrSITEVISITON3-17-04.INVESTIGATION FOUND THE PROPERTY AT 18004-124Th AVE SE HAS RE-GRADED LOT 4 LIANDDISPERSALTRENCHHASBEENBURIED.TALKED TO THE PROPERTY OWNER WHO WAS UNAWARE OF NTSTRENCH_SHE INDICATED THEY HAD TO GET A CLEARING AND GRADING PERMIT TO RE-GRADE THEPROPERTY.I SHOWED HER A COPY OF THE APPROVED PLANS AND SAID SHE WOULD HAVE TO RESTOREBACKTOAPPROVEDPLANS. IN THINKING IT OVER SHE MIGHT BE ABLE TO ALTER SYSTEM TO OUTLET TOWARD WETLAND AND COULD RAISE CATCH BASIN TO GRADE.THIS COULD BE SOMETHING THAT COULD BELOOKEDATINREVIEW_MAYBE SOME T/A COULD BE PROVIDED. PHOTO TAKEN#1 SHOWING.CB-2 AND COVERED OVER DISPERSAL TRENCH. 2 SHOWING CB-2 AND LOT RE GRADED. PROPERTY OWNER DANETTE KNUDSON 18004-124TH AVE SE RENTON,WA..98058, PH#206-786-0134 CB-3 CS/CB-1 4 Y 1,,,, Y\ c2 -'N. k? '!YI• s ft"^N". °4 rJ''?01= 441 r OF FILLR.IM yx iE ' i y}i , '' 0: Vgk.3;fit ` ., AREA P. C1"..Tj:t.iTti+kr .",,„,.a ' l,IR1 r t^;N'.,.N• Ai - I HOUSE • G.. n'' r"a't"v,. y, '7 .i'n NA i:.,,., S p 16QOq Mn,U117 r,{gs'r n,"4"`111im:a:1:',1,n„ yy I vw.n. M N.if4iv 11 1•.:y.41 i iyYr aGn u.mi.m•i^::. 141 a I t WI a, I I. • II I r. i I JUN. I. 2005 8: 21AM KING CO. WLRD NO. 2965 P. 11 1 October 2004 TO: File FM: Craig Hislop I RE: Malnerich Review—2004-0286 Background Rick Thompson and I visited drainage facility D92182 on 30 September 2004 in responsetoadrainageinvestigation./complaint from Mike Malnerich of King County DrainageInvestigationandInspectionServices. The outlet for a detention tank in the Right-ofWayisaprivatedrainageeasementasdedicatedbyshortplatS0688002. The owner of the property where the outfall is located has filled a large portion of their backyard including the area where a flow disc ersal trench is located, Jeff Jacobson communicatedwiththeownerofthepropertytogetthemtoeitheruncoverthedispersaltrenchorprovidealternativedrainage. They nncovered enough of the pipe to cut in a six inch(6")Tee and now have a point dischargeJ I sent an email to Ramon Locsin w,ho has an open grading permit on the site for the improper fill and wetland buffer intrusion. I • recommended he add a few minor items to his review for the clearing d grading permit.The discharge currently works and should not adversely affect the detentiofacility in theRight-of-Way. Recommendation I recommend this investigation/complaint is closed to corrected. JUN. 1. 2005 8: 21AM KING CO. WLRD ! Na 2965 P. 12 NEIGEORHOOD DRAINAGE ASSISTANCE PROGRAM COMPLAINANT EVALUATION MHO DATE: Wednesday, August 11, 2004 . TO: FILE FROM: JEFF JACOBSON RE: ENGINEERING EVALUATION FOR COMPLAINT NO. 04-0286; Malnerich COMPLAINT CHRONOLOGY: ORIGINAL:3/19/04 FIELD »: 3/19404 FIELD EVAL: 4/02/04, 7/06/04 ' OLD FILES: BACKGROUND: The owner of a single-tamely esidence recently regraded the back property where a flow control facility with an infiltration trenchexists. The regrading project accidentally buried a catch basin andinfiltrationtrench 'serving a King County maintained.flow control,facility. I have visited the site on numerous occasions. At this point therehasn't been any cooperation by the landowner. PROPOSED SOLUTION: I recommend closing the file to the Enforcement Program. ENFORCEMENT RATING o 46 a JUN. /. LUU7 LLKIYI KING CU. WLKU' NO. 2965 P. 13 I 0 King County Department of Development and Environmental Services 900 Oakesdale Avenue Southwest Renton, Washington 980551219 CODE ENFORCEMENT COMPLAINT FILE Case #: E0400783 Opened: COMPLAINT: TRUCKING OPERATION BUSINESS IN VIOLATION OFKING Parcel Number: 332305-9101 332305-9030 332305-9100 Site Address: 18004 124TH AVE SE KC City,Zip: ??, ?? Owner Name: KNUDSON DANETTE Violator Name: KNUDSON DANETTE Phone # Hm Wk Pg/FaxEmail ; Zoning ??,??, ?? Property Size: (acres):0 (sqft):?? 0 Violation Type ZN Priority Type: ?? Inspector SLUX STR: (??) Incorporated City: Complaint: Anonymous: Confidential: Wants Notification: Date Printed: [09-30-2004] CE COVER JUN. 7. 2005 8: 22AM KING CO. WLRD NO. 2965 P. 14 IO g county Department of Devclopmcnr and Environmental Services Land Use Services Division 900°I" e $ondeeest Project No :L02CG129 Renton,WA 98055-1219 Date:09-30-2004 Application Deemed Complete GRADING/CLEARING PERMIT Sub Type:GRADING' i Y Applicant :KNUDSON,DANE'1'1'E Address : 18004 124TH A'VE SE Type:GRADE RENTON,WA SUBMITTED :05/09/2002 98058 Status RBI/WC' Fold on this line)---------- Title---___ :KNUDSON'RESTO TION Owner's Name:KNUDSON,DANETTE Site Location:LOTS 2,3,4 OF TRACT A ON 124T11 AVE SE Parcel No:332305-9101 Description :GRADING PROPERTY FOR.CLJSTOM HOME DEVELOPMENT Dear Applicant: On 06/06/2002 the Department of Development and Environmental Services has completed an initial review of your application submittal and we have determined that it is deemed complete for purposes of applying time periods and procedures adopted by Ting County Code, effective on 05/09/2002. Applicant generated modifications,supplemental information requests, variances,environmental procedures andrelatedactionsmayresultinadiscontinuanceofpermitprocessingunderthedecisiontimeframesestablishedby King County Code. Failure by the applicant to meet deadlines for responding to Department requests for supplemental information or modifications may result in cancellation or denial of an application. If you elect to proceed with your project after the application bss been cancelled,a new application and filing fees will berequired. If you have any questions•regarding processing of this application,please call the assigned staff below at 206)296- Reviewed by: f Ig ac 8/25/99 II