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HomeMy WebLinkAboutLUA-08-045_Report 2Laureen M. Nicolay From: Sent: To: Cc: Subject: Laureen M. Nicolay Monday, September 14, 2009 5:25 PM Jennifer T. Henning; Kayren K. Kittrick; Stacy Tucker Chip Vincent LUAOB-Ophus Short Plat with Stream and Wetlands --Approved but not Recorded --needs Critical Areas Review prior to Construction Permit Here is another one that Stacy can send to the Clerk. It needs assigned and a status update letter. Here is a little more info: 6-LOT SHORT PLAT WITH WETLANDS (CLASS 2, FORESTED) AND A CLASS N STREAM. ORIGINALLY SUBMITTED TO KING COUNTY AS A 7-LOT PLAT IN 2006. CITY ANNEXED THIS AREA ON 3-1-08. ON 3-28-08, KING COUNTY FORWARDED ITS REPORT AND RECOMMENDATIONS TO APPROVE THE PLAT SUBJECT TO CONDITIONS. CITY APPROVES PLAT ON 5-15-08. PER THE INTERLOCAL, THE CITY WILL IMPLEMENT THE COUNTY'S RECOMMENDATION/DECISION AND THIS PLAT WILL VEST TO KING COUNTY'S R-6 STANDARDS AND CRITICAL AREAS REGULATIONS. LOTS RANGE IN SIZE FROM 3,839 SF TO 7,050 SQ FT AND INCLUDES A DRAINAGE VAULT TRACT AND WETLANDS/STREAM TRACT. STREET TREES REQUIRED. CRITICAL AREAS PLANS/REVIEW REQUIRED PRIOR TO CONSTRUCTION PERMIT ISSUANCE. Laureen Nicolay, Senior Planner City of Renton Development Planning 1055 S. Grady Way Renton, WA 98057 (425) 430-7294 phone (425) 430-7231 fax lnicolay@rentonwa.gov 1 King County SHORT PLAT TYPE2 Dept. of Development and Environmental Services (DOES) Land Use Services Division (LUSD) 900 Oakesdale Av. SW FILE CONTENTS / LOG-IN SHEET Renton Washington 98055·1219 ( SHORT PLATS ) FILE NO.: L06S0043 PROJECT I FILE NAME: OPHUS Short Plat OWNER(S): Jennifer Ophus REVIEW PLANNER: Karen Scharer REVIEW ENGINEER: Mark Follmer APPLICATION FILED: July 11, 2006 Related Files: A05PM21S AGENT(S): Charlotte Vanlaningham COMPLETE APPLICATION DATE: /d;(?/.,& A. B. C. D. 1. ACTIONS 1. D PRELIMINARY APPROVAL DATE~d 6# 2. D REVISION: cJv., 9!tr0 /an.J-t)n !Jj,/08 APPEALED: D YES /J NO 3. D RECORDING NO.: ______________ _ HEARING EXAMINER'S ACTIONS 1. D PREHEARING CONF. NOTICE date(s): 2. D HEARING NOTICE date(s): 3 D PREHEARING ORDER date(s): 4 D CONTINUATION date(s): 5. D EXAMINER'S REPORT date(s): 6 D RECONSIDERATION date(s): 7. D APPEAL SUMMARY date(s): DDES STAFF ACTIONS 1. D PRELIMINARY REPORT/ CONDITIONS date mailed: ---------- 2. D CONTINUATION NOTICE date mailed: ---------- 3. D ADDENDUM REPORT date mailed: ---------- D NOTICE OF APPEAL D APPEALARGUMENTS date received: ________ _ date received: _________ _ 4. 5. 6. D TRANSMITTAL TO EXAMINER (POR's/DOCS/STUDIES) (APPEALS ONLY) date sent: _____ _ SEPA REQUIREMENTS 1. THRESHOLD DETERMINATION: _____ _ DATE ISSUED: ----------- 2. DATE 500' RADIUS/AGENCIES/PORS/STAFF SENT: ----------------- 3. APPEAL FILED: DYES ONO a. APPELLANTS: -----------Date Received: ____ _ ------------Date Received: ____ _ b. APPEAL ARGUMENTS: Date Received: ___ _ NOTICE REQUIREMENTS 2. NOTICE OF DECISION a. 500' RADIUS/AGENCIES/POR's/STAFF date(s) sent: ---------- L06S0043 APPLICATION Date received: 1. ef 1NTAKE CHECKLIST July 11. 2006 2. D)'(PPLICATION FEE 3. 4. 5. 6. 7. 8. ~ APPLICANT DESIGNATION FORM -~ ~ D LEGAL DESCRIPTION ~ASSESSOR'S MAPS: _.,:.<r..,.ts:_· _c:_;;_·r_,----'._J_?"'-_~'------------------ ~O,RTIFICATE OF WATER AVAILABILITY ur'cERTIFICATE OF SEWER AVAILABILITY D PRELIMINARY HEALTH APPROVAL 9. D CERTIFICATE OF FUTURE CONNECTION 10. ~i.RE DISTRICT RECEIPT 11. J:::r"SITE PLAN/PLAT MAP 12. 13. 14. 15. 16. 17. i;YLE9AL LOT PROOF IVAFFIDAVIT CONCERNING CRITICAL AREAS COMPLIANCE E:rE.NVIRONMENTAL CHECKLIST ) 0'JFANSPORTATION CONCURRENCY / . \'1 · · -~ / () .,J j) (){., g/LEVEL oNE DRAINAGE ANAL ys1s t1 ,. v J ::J<-IA r ()./ tx. e-DTHER /)>-Al 5nv {_fa' 1 ·,. . ,. -~ -~ 18. El"WAIVER(S) -,Ld,&16,'='.</;.L.Z)_,_t..:..'J-"',c?c._/"-',<"-~ ----------------- (.i~) ~DITIONAL PLANS/MAPS CONCEPTUAL DRAINAGE PLAN DATES RECEIVED: -1-11-u6 2. WETLAND MITIGATION PLAN 3. REVISION NO. 1 4. REVISION NO. 2 5. REVISION NO. 3 6. REVISION NO. 4 L>i': OTHER MAPS / / a) =rz;/12 (1/5@;1/LJ/[ ;/ -;7~//~c:J6 b) __________________________ ~ c) ___________________________ _ d). ___________________________ _ e). ___________________________ _ !), ___________________________ _ SPECIAL STUDIES DATES RECEIVED ~-WETLAND/STREAM REPORT 2. GEOTECHNICAL REPORT 3. TRAFFIC STUDY 4. WILDLIFE STUDY Page 2 of 3 • L06S0043 0 £/U7 )./}. 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. 22. 23. 24. 25. 26. 27. 28. 29. 30. 31. 32. 33. 34. 35. 36. 37. 38. 39. 40. 41. 42. 43. 44. 45. Page 3 of 3 PROJECT REQUEST FORM PLANNING/BUILDING/PUBLIC WORKS / FILE STATUS ftj"ffEw OR O EXISTING FILE CODE (PRI-XX-XXXXJ I LOCATION I O My Work Space: I D File Bay Shelf#: -®3?t11er: PROJECT NAME/ FILE TITLE o a1/1-c;_,,_s~#~)Z7~"---,t2.l-L-4'Ec:.· '--'z'------------ ._ ______________ • __ __'_(1_0_,h_,,_ac_,,_rs_ma_,_,_)_. ______________ ___, -. ~-. -' '. -£)/P,L/;,,?'£? . ~f'3 . . ~ ~ c_-/7.-"/2," ---· _·_ ,:(;·>~., ,_.,,,-.•' J,.<-~'-· ,,.,., &?#ff 'Ji-EeA/T'CJU ~•--_ (?&Y7y: tL1!?1!(t2 CVR '70 ~ uTILITY PERMIT# LUA# ao: -oL? 5 wo# ______ _ ADDRESSISTREETNAME(S),1/P(.CY3U)f1? CY..-/!§-7!!/-trl£ .<Si6~:J,€ /?t,T_tf fl DEV: ; CNTR: __ _ ; OWN: _____ ; CNSLT/ENG: _____ _ OTHER ALIASES r':,7:._f. !L;._J~.;.,_~ ' ·I ,_c Circle Size of Waterline: Circle Size of Sewerline: Circle Size of Stormline: 8" 8" 12" 10" l O" 18" 12" 12" 24" C1Icle One: Circle One: Circle One I CHECK EACH DISCIPLINE INVOL YEO IN PROJIJCT D TED ------· --- (off site improvt,ments) D TRO (Signalization, C!-.annelizat1on, J ,ighting) D WWP (sanitary sewer main, include basin name) D WTR (?',,fains, Valves, Hydrants) D SWP ---------- (CIP only}\mcludc basin name) D PLR (For Developer Files Only) Ltr [J Cl New I Replace/ Extension New I Replace/ Extension New I Replace/ Extension Drwg # of sheets [] ----- (include TESC) [J D D D D D D u (inc. composite & Horizonta\Ctrl) (letter only) PLEASE CIRCLE THE DISCIPLINES WIIlCH NEED TO SIGN MYLARS WATER WASTEWATER SURFACE WATER TRANSPORTATION FIRE FOR FILE MAINTAINANCE USE ONLY File Codes File Alias Date Entered and Labels Made -r=, '-Ll_r1 _ '<5>--./ l ;;;,:::0? . - ' . ·-·. ' .:..:,·· NOTICE OF DECISION File No.: L06S0043 File Name: Ophus Applicant: City Contact: Project Location: Project Description: Permits Requested: Zoning: Community Plan: Drainage Basin: Ophus Property LLC, 3002 South Walker Street Seattle, WA 98144 Contact: John Tamburelli Phone: 206-920-2220 Telephone No. Jennifer Henning, Project Manager, ( 425) 430-7286 Email: jhenning@ci.renton.wa.us Located at the east side of 1181h Ave SE. at the address of 17644 1181h Ave SE, Renton STR: 33-23-05 Parcel # 6196600440 Subdivision of a 89,156 square foot property into 6 lots, ranging in size from approximately 3,800 square feet to 7,050 square feet in size with an active recreation area, drainage vault and permanent critical areas tract to preserve wetland area. Short Subdivision R-6 Soos Creek Soos Creek Department Decision: Approve with Conditions SEPA Threshold Determination: N/A Appeal Deadline: May 15, 2008, 5:00 p.m. Appeal Procedure: You also have the right to appeal this decision in writing to the City of Renton Hearing Examiner. In order to appeal, a party must file: 1. A notice of appeal and a $75.00 non-refundable filing fee (payable to the City of Renton) must be received in our office by 5:00 p.m., May 15, 2008. The notice of appeal must include the decision and/or determination being appealed. 2. A statement of appeal must be received in our offices by: 5:00 p.m., May 15, 2008, which includes: A. The errors contained in that decision and/or determination; B. Specific reasons why the decision and/or determination should be reversed or modified. C. The harm suffered or anticipated by the party; and D. The relief sought. Appeals must be submitted to the City of Renton City Clerk at the following address: 1055 South Grady Way, Renton, WA 98057; (7 1h Floor, Renton City Hall) The scope of an appeal shall be based on matters or issues raised in the Statement of Appeal. Failure to timely file a Notice of Appeal, appeal fee or Statement of Appeal, deprives the Hearing Examiner of jurisdiction to consider the appeal. The Hearing Examiner does not have the authority to extend the time period unless the Division is not open on the specified date, in which event delivery prior to 4:30 p.m. on the next business day is sufficient to meet the filing requirement. Date of Mailing: May 1, 2008 If you have any questions regarding the appeal procedures, please contact the Project Manager at the phone number or e-mail listed above. If you require this material in Braille, audiocassette or large print, call the Renton City Clerk at: (425) 430-6510 (phone). City of Renton has made a decision on an application for a development proposal on property at the address listed above. You are receiving notice of this decision because our records indicate that you own property within approximately 500 feet or because you requested to receive notice of the decision. DECISION ON LAND USE ACTION: Nfi/t0:t!i Neil Watts, Development Services Director Decisi n Date A. B. King County DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES LAND USE SERVICES DIVISION 900 Oakesdale Avenue Southwest Renton, WA 98057-5212 March 28, 2008 REPORT AND RECOMMENDATION SHORT SUBDIVISION File No. L06S0043 Ophus Short Plat DESCRIPTION OF THE PROPOSED SHORT SUBDIVISION: Proposed is a short subdivision of a 2.05 acre parcel (89,156 square feet) zoned R-6 into 6 lots, lots range from 3,839 square feet to 7,050 square feet in size. The existing house, accessory dwelling and sheds on Lots 2-5 will be removed in order to construct new single family dwelling on each lot. The proposed density is 5.6 dwellings per acre (6 units X 1.08 net acres). The most recent short plat revision was received January 10, 2008. The lot count was reduced from 7 down to 6 lots, the recreation tract and critical areas tract were revised, and a future cul-de- sac was added fronting lots 3 and 4 on proposed SE. 1761h Pl. Refer to Attachment 1 for a copy of the revised short plat map. GENERAL INFORMATION: Owner/Applicant: Ophus Property LLC 3002 South Walker Street Seattle, WA 98144 Contact: John Tamburelli Phone: 206-920-2220 Location: Located at the northeast corner of 1181 h Avenue SE STR: Zoning: Acreage: Number of Lots: Density: Lot Size: Proposed Use: Sewage Disposal: Water Supply: Fire District: School District: and SE 1761h Pl. (if extended), 17644 1181h Ave SE, Renton 33-23-05 Parcel # 6196600440 R-6 2.05 gross acres/1.08 net acres (46,891 square feet) 6 lots 5.6 du/ac Range from 3,839 square feet to 8,544 square feet Single-family detached dwellings Soos Creek Water And Sewer District Soos Creek Water And Sewer District Fire District # 40 Renton School District Application Date: 07/11/2006 Date Determined Complete: 10/26/2006 C. ANNEXATION TO RENTON: On November 6, 2007, the voters of Renton's Potential Annexation Area known as the "Benson Hill Communities Potential Annexation Area approved a proposition to annex to the City of Renton. Effective March 1, 2008, the City approved an ordinance to accept the annexation area and all local governmental land use authority and jurisdiction with respect to the Annexation Area transferred from the County to the City upon the effective date. The City and the County approved execution of an lnterlocal Agreement relating to the Annexation Area for the purpose of in part establishing the process and authority for discretionary decisions with respect to land use and permitting from and after the date of annexation. Therefore under the provisions of Section 2.3 of the agreement, the County has prepared this report and recommendation to the City's designated decision-maker for a final decision. The City is responsible for scheduling, providing notice, conducting any appeals hearing and making any final decision this application. County staff will attend an appeals hearing to testify with respect to analysis set forth in the County's report and recommendation if the application is appealed. D. NATURAL ENVIRONMENT 1. Topography: The property slopes from elevation 450, west down to the east 1/3 where there is a broad swale at elevation 406, then the property rises to 416 at the northeast corner. 2. Soils: The following soils are found on this site per King County Soil Survey: AgB -Alderwood gravely, sandy loam; 0-6% slopes. Runoff is slow and the erosion hazard is slight. This soil type has a moderate limitation for low building foundations due to a seasonally high water table and severe limitations for septic tank filter fields due to very slow permeability in the substratum. Age -Alderwood gravely, sandy loam; 6-15% slopes. Runoff is slow to medium and the hazard of erosion is moderate. This soil has a moderate limitation for foundations, due to a seasonally high water table and slope. It has a severe limitation for septic tank filter fields due to very slow permeability in the substratum. 3. Wetland/streams: According to the King County Sensitive Areas Folio, both a wetland and stream are present on the far end of the site. A wetland and stream report was prepared by EDAW dated 4/2005, then a subsequent report was prepared by AlderNW, dated 3/26/2007 and later on 10/30/2007 AlderNW provided a further updated report. The report indicates that there is a wetland on the east 1 /3 approximately 4,200 square feet extending beyond property boundaries both north and south of the site and the seasonal stream is also within this corridor. The wetland buffer required is greater than the stream buffer and therefore the wetland buffer is controlling. With enhancement to the wetland, the 100' wide wetland buffer may be reduced to 75'. 4. Vegetation: This site is primarily covered in grass and ornamental shrubbery on the west half and the east half is wooded in a natural state. The short plat topography survey plan dated 6/13/06 identifies the location and size of significant trees and smaller trees on site. 5. Wildlife: Small birds and animals likely visit this site; however, their population and species are limited due to nearby development. No threatened or endangered species are known to exist on or near the property. 6. Mapped Critical Areas: The Sensitive Areas Folio identifies that there is a wetland and stream on this site. E. DESIGN FEATURES 1. Density, Lot Pattern, Comprehensive & Community Plan: The density for this proposal will yield 5.6 dwelling units per acre. The net density calculation excludes the wetland area and recreation/drainage area of the site. The lots as proposed include the square footage as follows: Lot 1 Lot 2 Lot 3 3,839 square feet 4,071 square feet 4,173 square feet Lot 4 Lot 5 Lot 6 6,340 square feet 6, 350 square feet 7,050 square feet Lots range from 40 feet in width to 50 feet in width. The property is in the Soos Creek Community Planning Area. The immediate surrounding neighborhood is in transition from a low density rural area to an urbanized area with medium density residential development. Report & Recommendation L06S0043 March 28, 2008 Page 2 of 10 2. Access/Roadway: The six lot short plat is located on the east side of 118th Ave. SE, an urban neighborhood collector, which is currently improved with a rural shoulder-type section. The proposal is to upgrade the frontage with curbs and sidewalks. The proposed on-site access road (SE 176th Pl.) will be improved as an urban minor access street (less than 150 feet long without a cul-de-sac). The road alignment is necessary to provide a possible connection to the neighboring property to the south. 3. Traffic Generation: It is expected that approximately 50 additional vehicle trips per day will be generated with development of five additional homes. The calculations include service vehicles (i.e., mail delivery, garbage pick-up, school bus) which may currently serve this neighborhood, as well as work trips, shopping, etc. With the existing home 10 vehicle trips are calculated as currently using local roads. 4. Adequacy of Arterial Roads: This proposal has been reviewed under the criteria in King County Code 14.70, Transportation Concurrency Management; 14.80, Intersection Standards; and King County Code 14.75; Mitigation Payment System. a. King County Code 14.70 -Transportation Concurrency Management: The Transportation Certificate of Concurrency dated January 10, 2006, indicates that transportation improvements or strategies will be in place at the time of development, or that a financial commitment is in place to complete the improvements or strategies within six (6) years, according to RCW 36.70A.070(6). b. King County Code 14:80 -Intersection Standards: The traffic generated by this subdivision falls below the threshold requiring mitigation. c. King County Code 14.75 -Mitigation Payment System: (MPS) requires the payment of a traffic impact mitigation fee (MPS fee) and an administration fee for each single-family residential lot or unit created. MPS fees are determined by the zone in which the site is located. This site is in Zone 342 per the MPS/Quarter section list. MPS fees may be paid at the time of final plat recording, or deferred until building permits are issued. The amount of the fee will be determined by the applicable fee ordinance at the time the fee is collected; currently the fee is $3,765. 5. Drainage: The western two thirds of the site slopes away from 1181h Avenue SE toward the east, to a natural wetland/swale that cuts the property diagonally in a southeasterly direction. The northeastern corner of the lot drains back toward the wetland. The wetland drains to the southeast and eventually to Soos Creek. The eastern half of parcel is proposed to be a critical area and drainage facility tract. The development lots are located on the western half of the property. This project is in the conservation flow control area and because the downstream drainage path ultimately goes through a sphagnum bog, it is subject to the sphagnum bog water quality menu. 6. School: This short plat has been reviewed under RCW 58.17.110 and KCC 21A.28 a. School Facilities: The subject subdivision will be served by Benson Hill Elementary, Nelson Middle and Lindberg Senior High School. b. School Impact Fees: Renton School District does not impose an impact fee per lot to fund school system improvements within this district. c. The School District busses the middle school students. The nearest bus stop is at 120'h Ave SE and Petrovitsky Road. Elementary and high school students currently walk to schools. It is noted that the elementary school is over 1 mile from the property. Safe walking paths for children to the stop and schools are provided along routes with sidewalks and/or road shoulders 5 feet or more in width, except that there are "spots" along 116'h Ave SE (the elementary school route) where the shoulder is 2-3 feet in width. 7. Parks and Recreation Space: KCC 21A.14 requires subdivisions in the UR and R zone classifications to either provide on-site recreation space or pay a fee to the Parks Division for establishment and maintenance of neighborhood parks. At this time the applicant is proposing to provide suitable recreation space east of Lot 6. The recreation tract, "Tract B" will also serve as a tract for the proposed drainage vault. The Subdivision Technical Committee concurs with the applicant's proposal. KCC 21A.14190 requires subdivisions to provide tot/children play areas within the 10,453 s.f. Report & Recommendation L06S0043 March 28, 2008 Page 3 of 10 recreation space on site. A 400 square-foot play area with a tot lot or age appropriate play equipment is required. 8. Utilities: Sewage Disposal: The applicant proposes to serve the subject subdivision by means of a public sewer system managed by the Soos Creek Water & Sewer District. Initially, the sewer main was to run either east to the wetland buffer edge and then north or continue east through the wetland. Subsequently the sewer route design was revised to connect to the sewer main north on 1181h Ave SE and then to flow north in the main within the street right of way. Water Supply: The applicant proposes to serve the subject subdivision with a public water supply and distribution system managed by the Soos Creek Water and Sewer District with a 6" main, replacing existing main for 480 feet. 9. Fire Engineering: This proposal is consistent with KCC 21A.28.130 standards for adequate fire protection. This project is located within the urban growth area. In accordance with KCC 20.44.080, no unusual circumstances related to the site or proposal have been found that result in adverse environmental impacts relating to fire protection that are not addressed by applicable regulations. The certificate of water availability submitted indicates that the minimum required fire flow of 1,000 gpm is available at the nearest fire hydrant 55 feet from the site. Any future residences constructed on Lots 3 through 6 must be sprinkled (NFPA 13D) due to inadequate fire apparatus access. The International Fire Code (IFC) requires all portions of the exterior walls (at grade) of the structures to be within 150 feet (as a person would walk via an approved route around the buildings) from approved fire apparatus access. Approved access is a minimum 20-foot wide (unobstructed) driving surface that is not over 150 feet in length if dead-end. Parked vehicles are an obstruction. The sprinkler requirement can be removed from lots 3 through 6 if the finished roadway driving surface is at least 28 feet wide, curb-to-curb, and the Fire Marshal designates one side of SE 1761h Place (within the short plat) as a fire lane. A formal request to King County Fire Engineering has to be initiated to accomplish this. The fire lane will have to be marked/signed in accordance with requirements outlined in Title 17 of the King County Code, and a covenant requiring the property owners to maintain the fire lane on the public roadway will have to be recorded. Because portions of the exterior walls of any residence constructed on lot 6 will be more than 150 feet (as a person would walk around it from approved fire apparatus access (unobstructed 20-foot wide driving surface) it will not be possible to remove the sprinkler requirement from lot 6. F. SEPA THRESHOLD DETERMINATION: The initial submittal included establishment of an easement and construction of a sewer utility line which was to cross over the wetland on the east portion of the property. Subsequently, the project was revised. Both the easement and construction of the sewer line has been relocated to a totally different location away from the wetland. Therefore, under the provisions of the State Environmental Policy Act (SEPA), RCW 43.2C, the responsible official of the Land Use Services Division (LUSD) determined that the revised short plat request is exempt from SEPA G. COMMENTS RECEIVED No comments were received from the local residents of the neighborhood. Report & Recommendation L06S0043 March 28, 2008 Page 4 of 10 H. FINDINGS/CONCLUSIONS The subject subdivision will comply with the goals and objectives of the King County Comprehensive Plan and will comply with the requirements of the Subdivision and Zoning Codes and other official land use controls of King County (i.e. 1993 King County Road Standards, 2005 Surface Water Design Manual, etc.), based upon the conditions for final short plat approval. I. RECOMMENDATION King County recommends that proposed Short Plat File No. L06S0043 with the revised plan received January 10, 2008 and described by Attachment 1 of this report be GRANTED PRELIMINARY APPROVAL; subject to the following conditions which must met prior to final approval: 1. KCC Title 19A-Compliance with Final Short Subdivision Requirements a. This short plat shall comply with all of the Land Segregation provisions of King County Code (KCC) Title 19A. b. The final short subdivision recording documents must be prepared by a professional land surveyor, licensed in the State of Washington. These documents shall comply with the conditions of approval listed in this letter. c. The final review process must be completed prior to the recording of the short subdivision or the sale of any lots contained within. The Department of Development and Environmental Services (DOES) strongly recommends that the Final Short Plat review package be submitted to the department at least one year prior to the expiration date of the preliminary approval letter. d. All persons having an ownership interest in the subject property shall sign on the face of the final short subdivision. e. All utilities within proposed rights-of-way must be included within a franchise approved by the King County Council prior to final short plat recording. f. Prior to recording KCC 19A.08.160 requires that the following site work is completed: 1) Drainage facilities and erosion control measures are consistent with K.C.C. 9.04.090; 2) Water mains and hydrants (if required) are installed and fire flow available; 3) Grading as necessary so that all lots are accessible by passenger vehicle; 4) Specific site improvements are completed that are required and conditioned prior to plat recording or required to remove any safety hazard; 5) Undeveloped critical areas are delineated. 2. Access Requirements (Title 14 KCC) 1993 King County Road Standards (KCRS) Roadway improvements are required to address access requirements and impacts to existing roads and right-of-way. All construction and upgrading of public and private roads shall be done in accordance with the 1993 King County Road Standards established and adopted by Ordinance No. 11187, as amended (KCRS). The proposed short subdivision shall comply with the KCRS including the following requirements, unless otherwise approved by DOES: The extent of improvements (conditioned below) requires submittal of engineering plan and profiles and appropriate review fees. Plans shall be prepared and stamped by a professional engineer licensed in the State of Washington and contain the applicable elements outlined in KCRS and/or the 2005 Surface Water Design Manual (see Section 2.2.2). Please note that the applicant should submit the plans a minimum of one year prior to the preliminary approval expiration date. a. The 118th Avenue SE frontage shall be improved to the urban neighborhood collector standard, including curbs and sidewalks (2.03). No access shall be permitted to 118th Avenue SE from the lots that abut it. A note to this effect shall be placed on the final recorded short plat. b. Tract A shall be improved as a private joint use driveway (JUD) serving Lots 5 and 6. These lots shall have undivided ownership of the tract and be responsible for its maintenance. As Report & Recommendation L06S0043 March 28, 2008 Page 5 of 10 specified in KCRS 3.01 C, the driving surface shall be paved 18-feet in width (tract width 20 feet) and have a minimum tract length of 20-feet from the right-of-way. Please look under DOES application packets at www.metrokc.gov/ddes/forms for detailed information on driveway connections. c. For intersections with neighborhood collectors or arterials, the m1n1mum entering site distance shall be provided and verified (2.13 KCRS). Street illumination shall be provided at intersections with arterials in accordance with KCRS 5.05. d. The on-site access road (SE 1761h Place) shall be constructed (as shown on the conceptual plan dated 1-8-2008) so that future access to the parcels to the south is not precluded. SE 1761 h Place may be constructed as a subaccess half street with the curb along its north side (KCRS 2.07). Additionally, it shall be dedicated to King County at final recording. Modifications to the above road improvement conditions may be considered by King County pursuant to the variance procedures in KCRS 1.08. Any request for a road variance shall be submitted to DOES on the appropriate form and with the minimum fee deposit. Other engineering details that may be shown on the preliminary site plan with the exception of the above may not have been reviewed for compliance with KCRS. If differences exist, the final design shall be modified to meet KCRS. 3. Surface Water Management and Control (Title 9 KCC) 2005 King County Surface Water Design Manual (SWDM) FULL DRAINAGE REVIEW Final short plat approval shall require full compliance with the drainage provisions set forth in King County Code (KCC) 9.04. Compliance may result in reducing the number and/or location of lots as shown on the preliminary approved plat. Preliminary review has identified the following conditions of approval, which represent portions of the drainage requirements. All other applicable requirements in KCC 9.04 and the SWDM must also be satisfied during engineering and final review. a. Drainage plans and analysis shall comply with the 2005 SWDM. ODES approval of the drainage and roadway plans is required prior to any construction. b. Standard plan notes and a construction sequence as specified in the SWDM shall be shown on the engineering plans (Reference Section 7B). c. As required in Chapter 2 of the drainage manual, a storm water pollution prevention and spill (SWPPS) plan shall be included with the project engineering plans. d. To implement the required Best Management Practices (BMP) for treatment of storm water, the final engineering plans and technical information report (TIR) shall clearly demonstrate compliance with all applicable design standards. As described in Chapter 5 of the drainage manual, a subdivision project may implement the required BMPs or defer the BMP requirements until future review of building permits. In either case, the final engineering plans shall clearly indicate the applicable BMP standards and requirements for implementation on the recorded plat. Any proposed clearing and grading of the site shall also comply with the soil amendment requirements in KCC 16.82.100. e. A proposal to implement the required BMPs for development of the subdivision and to receive credit in sizing the flow control facility should be included with the engineering submittal. The engineering plans and technical information report shall provide all required design standards and procedures for implementing the BMPs when applied. During engineering review, the applicant may also choose alternative designs for best management practices as allowed by the SWDM. The final recorded plat shall include covenants, easements, notes, and other details to implement the BMP's for site development when applied f. Storm water facilities shall be designed using the KCRTS Conservation flow control standard. Water quality facilities shall also be provided using the sphagnum bog protection menu. The size of the proposed drainage tracts may have to increase to accommodate the required detention storage volumes and water quality facilities. All runoff control facilities shall be located in a separate tract and dedicated to King County unless portions of the drainage tract are used for recreation space in accordance with KCC 21 A.14.180. Report & Recommendation L06S0043 March 28, 2008 Page 6 of 10 g. If the storm water BMP's are deferred until building permit review, the following note shall be shown on the final recorded plat: "Permit applications for buildings or other improvements constructed on Jots created by this subdivision must be reviewed by King County for compliance with Best Management Practices (BMP's) and other applicable drainage standards as specified in the SWDM. As determined by King County, the permit applicant for each lot must prepare a drainage site plan with procedures for design and maintenance details, and record a declaration of covenant and grant of easement for implementation of the BMPs. " DRAINAGE ADJUSTMENTS Consistent with authority and procedures outlined in Chapter 1.4 of the SWDM, adjustments to any of the above requirements may be considered. Adjustments shall be submitted to ODES on the appropriate form and with the minimum fee deposit. 4. Site Improvement Inspections, Fees and Financial Guarantees (Title 19 & 27 KCC) This short plat was conditioned to construct/reconstruct road access/right-of-way improvements and/or drainage facilities. Approved engineering plans, inspection fee and applicable financial guarantees are required prior to either starting construction or recording this short plat. At the time of engineering plan approval, you will be notified of the fee amount that will be required to inspect construction and the amount shall be deposited with ODES and of the financial guarantee amount(s) required prior to scheduling of the pre-construction meeting. Please note that the pre-construction meeting is mandatory prior to the start of any work (including site clearing) or the recording of the short plat 5. Health (KCC 13) This project is exempt from further King County Heath Department review. However, if improvements are required from the Sewer and/or the Water District, then verification shall be required from said District(s) that the improvements have been bonded and/or installed, prior to final recording of the short plat. 6. Building and Construction Standards (Title 16) a. The applicant shall comply with all applicable provisions of KCC 16.82. (grading). b. The applicant shall demonstrate compliance with KCC 16.82.180 C (open space) requirements at engineering and final short plat. c. To implement K.C.C. 16.82 which applies to the site, a detailed tree retention plan shall be submitted with the engineering plans for the subject plat. The tree retention plan and engineering plans shall be consistent with the requirements of K.C.C. 16.82. Flagging and temporary fencing of trees to be retained shall be provided, consistent with K.C.C. 16.82. The placement of impervious surfaces, fill material, excavation work, or the storage of construction materials is prohibited within the fenced areas around preserved trees, except for grading work permitted pursuant to K.C.C. 16.82. 7. Fire Code (KCC 17) Section 902 of the 1997 Edition of Uniform Fire Code The applicant must obtain the approval of the King County Fire Protection Engineer. Any future residences constructed within this short plat must be sprinklered (NFPA 13D), unless fire access, hydrant, water main and fire flow standards of Chapter 17.08 of the King County Code. are eliminated and the requirements are removed by the King County Fire Marshal. 8. Zoning Code (KCC 21A) a. Density and Dimensions (KCC 21 A.12) All lots shall meet the dimensions requirements of the R-6 zone classification or shall be as shown on the face of the approved preliminary short subdivision, whichever is larger. Density requirements will be applied to each lot in conjunction with future building permit(s) Minor revisions to the short subdivision, which do not result in substantial changes and/or do not create additional lots, may be approved at the discretion of the Department of Development and Environmental Services. Report & Recommendation L06S0043 March 28, 2008 Page 7 of 10 b. Prior to final recording, the existing structures on proposed Lots 2, 3, 4 and 5 shall be removed. c. Street Trees (KCC 21A.16) Street trees shall be provided as follows (per KCRS 5.03 and KCC 21A.16.050): i. Trees shall be planted at a rate of one tree for every 40 feet of frontage along all roads. Spacing may be modified to accommodate sight distance requirements for driveways and intersections. ii. Trees shall be located within the street right-of-way and planted in accordance with Drawing No. 5-009 of the 1993 King County Road Standards, unless King County Department of Transportation determines that trees should not be located in the street right-of-way. iii. If King County determines that the required street trees should not be located within the right-of-way, they shall be located no more than 20 feet from the street right-of-way line. iv. The trees shall be owned and maintained by the abutting lot owners or the homeowners association or other workable organization unless the County has adopted a maintenance program. Ownership and maintenance shall be noted on the face of the final recorded plat. v. The species of trees shall be approved by DDES if located within the right-of-way, and shall not include poplar, cottonwood, soft maples, gum, any fruit-bearing trees, or any other tree or shrub whose roots are likely to obstruct sanitary or storm sewers, or that is not compatible with overhead utility lines. vi. The applicant shall submit a street tree plan and bond quantity sheet for review and approval by DDES prior to engineering plan approval. vii. The applicant shall contact Metro Service Planning at 684-1622 to determine if 118th Ave SE is on a bus route. If 1181h Ave SE is a bus route, the street tree plan shall also be reviewed by Metro. viii. The street trees must be installed and inspected, or a performance bond posted prior to recording of the plat. If a performance bond is posted, the street trees must be installed and inspected within one year of recording of the plat. At the time of inspection, if the trees are found to be installed per the approved plan, a maintenance bond must be submitted or the performance bond replaced with a maintenance bond, and held for one year. After one year, the maintenance bond may be released after DDES has completed a second inspection and determined that the trees have been kept healthy and thriving. d. Suitable recreation space shall be provided consistent with the requirements of K.C.C. 21A.14.180 and K.C.C. 21A. 14.190 (i.e., sport court[s], children's play equipment, picnic table(s], benches, etc.). i. A detailed recreation space plan (i.e., location, area calculations, dimensions, landscape specs, equipment specs, etc.) shall be submitted for review and approval by DDES and King County Parks prior to or concurrent with the separate submittal of engineering plans. ii. A performance bond for recreation space improvements shall be posted prior to recording of the plat. 9. Critical Areas (KCC 21A.24) The proposed subdivision shall comply with the Critical Areas Code as outlined in KCC 21A.24. Permanent survey marking, and signs as specified in KCC 21A.24.160 shall also be addressed prior to final plat approval. Temporary marking of sensitive areas and their buffers (e.g., with Report & Recommendation L06S0043 March 28, 2008 Page 8 of 10 bright orange construction fencing) shall be placed on the site and shall remain in place until all construction activities are completed. Preliminary short plat review has identified the following specific requirements which apply to this project. All other applicable requirements from KCC 21A.24 shall also be addressed by the applicant. a. The Category II wetland shall have a 100 foot buffer as measured from the wetland edge. This buffer maybe reduced to 75 feet as shown on the preliminary plat plan provided the remaining buffer is enhanced to County standards. A buffer enhancement plan will be required during engineering review. b. The wetlands and buffer shall be placed in Critical Area Tracts (CAT) for long term protection. A four foot high split railed fence or similar shall be installed along the CAT boundary. Critical Area signs shall be installed on or near the fence. c. A 15' building set back line (BSBL) is required from the edge of Critical Area Tracts and shall be shown on all affected lots. d. Prior to construction or clearing activities on site the CAT boundaries shall be clearly marked with orange construction fencing or similar, and shown on the engineering plans. The fencing shall remain in place until all clearing or construction is completed. e. The engineering plans shall be submitted and reviewed by Critical Areas Staff. The following note shall be shown on the final engineering plan and recorded plat: RESTRICTIONS FOR CRITICAL AREA TRACTS AND SENSITIVE AREAS AND BUFFERS Dedication of a sensitive area tract/sensitive area and buffer conveys to the public a beneficial interest in the land within the tract/sensitive area and buffer. This interest includes the preservation of native vegetation for all purposes that benefit the public health, safety and welfare, including control of surface water and erosion, maintenance of slope stability, and protection of plant and animal habitat. The critical area tract/ critical area and buffer imposes upon all present and future owners and occupiers of the land subject to the tract/ critical area and buffer the obligation, enforceable on behalf of the public by King County, to leave undisturbed all trees and other vegetation within the tract/ critical area and buffer. The vegetation within the tract/sensitive area and buffer may not be cut. pruned, covered by fill, removed or damaged without approval in writing from the King County Department of Development and Environmental Services or its successor agency, unless otherwise provided by law. The common boundary between the tract/ critical area and buffer and the area of development activity must be marked or otherwise flagged to the satisfaction of King County prior to any clearing, grading, building construction or other development activity on a lot subject to the critical area tract/sensitive area and buffer. The required marking or flagging shall remain in place until all development proposal activities in the vicinity of the critical area are completed. No building foundations are allowed beyond the required 15-foot building setback line, unless otherwise provided by law. 10. Road Mitigation Payment System The applicant or subsequent owner shall comply with Road Mitigation Payment System (MPS). King County Code 14.75, by paying the reqi;ired MPS fee and administration fee as determined by King County Department of Transportation. The applicant has an option to either: a. Pay the MPS fee at final short plat recording, or (b.) pay the MPS fee at the time of building permit issuance. If the first option is chosen, the fee paid shall be the fee in effect at the time of short plat application and a note shall be placed on the face of the short plat that reads, "All fees required by King County code 14.75, Mitigation Payment System (MPS) have been paid." If the second option is chosen, the fee paid shall be the amount in effect as of the date of the building permit application. 11. A homeowner's association or other workable organization shall be established to the Report & Recommendation L06S0043 March 28, 2008 Page 9 of 10 satisfaction of ODES which provides for the ownership and continued maintenance of the open space and/or sensitive area tract(s). OTHER CONSIDERATIONS A. Preliminary approval of this application does not limit the applicant's responsibility to obtain any required permit or license from the State or other regulatory body. This may include, but not be limited to, obtaining a forest practice permit, an HPA permit, building permits, and other types of entitlements as necessitated by circumstances. B. Development of the subject property may require registration with the Washington State Department of Licensing, Real Estate Division. PARTIES AND PERSONS OF INTEREST Lisa Dinsmore, Current Planning Supervisor, Current Planning Section, LUSD Kim Claussen, PPM Ill, Current Planning Section, LUSD Karen Scharer, PPM II, Current Planning Section, LUSD Jim Sanders, P.E., Development Engineer, Engineering Review Section, LUSD Curt Foster, Senior Engineer, Engineering Review Section, LUSD Mark Follmer, Preliminary Review Engineer, Engineering Review Section, LUSD Kris, Langley, KC DOT Road Services Division MS: KSC-Tr-0222 Kelly Whiting, KC DOT Road Services Division MS: KSC -Tr-0231 GOUGH DEVELOPMENT Ophus Property LLC, ATIN: Tom Gough, 3002 South Walker Street, Seattle, WA 98144 John Tamburelli, 646 SW 134th St., Burien, WA 98146 Offe Darrell, 13932 SE 159TH PL, Renton, WA 98058 Maynard J & Jennifer Byers, PO BOX 60213, Renton, WA 98058 Jennifer Ophus, 17644 118TH AVE SE, Renton, WA 98055 Attn Charlotte Vanlaningham, 1201 Monster Rd SW #320, Renton, WA 98055 Report & Recommendation L06S0043 March 28, 2008 Page10of10 RECCJ6D)Nr; tW. 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I ,, I I ~ { J * l) ' ffi ~ 0 .,: ~ <( ' 'Y - .~."~,: CITY OF RENTON ... p. 1)l~N'to· 1055 South Grady Way -Renton WA 98057 L06S0043 CLAUSSEN, KIM PROGRJ\.N\ MANAGER Ill DOES/LU SD Moe, Judi From: Scharer, Karen Sent: Tuesday, March 25, 2008 6:07 PM To: Subject: Moe, Judi; Dinsmore, Lisa; jhenning@rentonwa.gov L06S0043 -Transfer of Ophus File to Renton for Decision Jennifer and I spoke today and here is what we decided for transmittal of the first short plat recommendation to Renton. Judi will be forwarding the documents either on Thursday or Friday this week. We realize that this procedure will be fine tuned at a later date, but until then: LUSD will mail the following documents to Renton - • Draft Notice of Decision • Report and Recommendations • Labels for mailing the notice and decision to Parties of record and property owners within the 500 foot radius list v • Customer Information Bulletin 25 (you may wish to forward this to the applicant with a decision to grant preliminary approval) These documents will also be electronically forwarded in word document format to Renton, attn: Jennifer Henning - • Draft Notice of Decision • Report and Recommendations If the City wants the file transferred to their office for their further review before issuing a decision or to address an appeal filed, they will provide the LUSD project manager one week notice to make a temporary DDES file and transfer the main file to the City. The City has agreed to provide a carrier to pick up and return the file in such case. Renton Contact -Jennifer Hennings can be reached at 425-430-7286 (while she is on vacation 3/31-4/4, please contact Neil Watts) King County Contact -Kim Claussen is the Project Manager for this Short plat and can be reached at 206-296-7167. She will be back from vacation on 3/31. Meanwhile, please continue to contact me through 3/27 with any questions, or Judi Moe at 206-296-7116. When Renton's review and processing is completed, they will forward a copy of their decision, confirmation as to whether any appeals were filed with the City, and a copy of any subsequent appeal decision regarding this short plat to the assigned King County Project Manager for LUSD records. Please let me know if you have questions regarding the forwarding of the Recommendation on Ohpus to the City. Thanks. Karen J. Scharer, Program/Project Manager II Current Planning Section, Land Use Services Division Department Of Development and Environmental Services 900 Oakesdale Avenue Southwest Renton, WA 98057-5212 karen.scharer@KingCounty.gov Phone 206-296-7114 (FAX 206-296-7051) 1 Moe, Judi From: Scharer, Karen Sent: To: Wednesday, March 26, 2008 9:02 AM Moe, Judi Cc: Claussen, Kimberly Subject: L06S0043 Recommendation to Renton Attachments: L06S0043 Short Plat Renton Recommendation Final .doc; L06S0043 SHORT PLAT NOD DRAFT.doc Judi -Please forward these documents to Jennifer. L06S004 3 Short L06S0043 SHORT Plat Renton Rec ... 'LAT NOD DRAFT ... Karen J. Scharer, Program/Project Manager II Current Planning Section, Land Use Services Division Department Of Development and Environmental Services 900 Oakesdale Avenue Southwest Renton, WA 98057-5212 karen.scharer®KingCounty.gov Phone 206-296-7114 (FAX 206-296-7051) 1 - Moe, Judi From: Dinsmore, Lisa Sent: To: Thursday, March 20, 2008 8:01 AM Moe, Judi Subject: FW: Renton annexation area short plat Judi -here are the details re who to send the file to. Please call him to see what they need. Thanks, Lisa From: Sent: To: Cc: Subject: Dinsmore, Lisa Wednesday, March 12, 2008 7:28 AM Claussen, Kimberly Bull, Trishah; Henoch, Lanny; Moe, Judi; Goll, Shirley RE: Renton annexation area short plat Kim -please work with Judi and Shirley to let them know what needs to go to the city. I think the Ophus short plat is the only one ready to go. Please also work with Shirley, Judi re the status that the projects should be after we send them to the City, notes on permits+, etc. Thanks, Lisa From: sent: To: Subject: Claussen, Kimberly Tuesday, March 11, 2008 4:22 PM Dinsmore, Lisa RE: Renton annexation area short plat Send recommendations & file info to Neil Watts, Development Services Director, City of Renton 1055 S Grady Way, Renton WA 98057 425-430-7218 From: Sent: To: Cc: Subject: Dinsmore, Lisa Tuesday, March 11, 2008 3:54 PM Claussen, Kimberly Henoch, Lanny; Scharer, Karen; Moe, Judi; Bull, Trishah Renton annexation area short plat Kim, I asked Randy to see if we can get 1 point person at ODES to deal with the questions/issues/etc. related to the Renton annexation projects. He will look into it, get back to me. In the meantime, will you please call the planning contact at the City and see how they want us to route them projects that are ready to go (ie the Ophus short plat) and then let us all know? Thanks, Lisa · ( / -( I . ' ( .:> .·,./\' 1 , ..... Moe, Judi From: Sent: To: Claussen, Kimberly Tuesday, March 18, 2008 10:23 AM Moe, Judi; Goll, Shirley Subject: FW: Renton annexation area short plat FYI -this is supposedly our contact for plats & short plats that have been annexed to Renton. Thanks From: Sent: To: Subject: Claussen, Kimberly Tuesday, March 11, 2008 4:22 PM Dinsmore, Lisa RE: Renton annexation area short plat Send recommendations & file info to Neil Watts, Development Services Director, City of Renton 1055 S. Grady Way, Renton WA 98057 425-430-7218 From: Sent: To: Cc: Subject: Dinsmore, Lisa Tuesday, March 11, 2008 3:54 PM Claussen, Kimberly Henoch, Lanny; Scharer, Karen; Moe, Judi; Bull, Trishah Renton annexation area short plat Kim, I asked Randy to see if we can get 1 point person at DOES to deal with the questions/issues/etc. related to the Renton annexation projects. He will look into it, get back to me. In the meantime, will you please call the planning contact at the City and see how they want us to route them projects that are ready to go (ie the Ophus short plat) and then let us all know? Thanks, Lisa 1 ' .. ·.· ! ( _.~.i:\ ·-t fl / ! 11 ,:( C :, --/ ' I. 1. 1. 1// ,,, ( -~( .. ) ·-~ ,,L.. { . 1 Moe, Judi From: Sent: To: Cc: Subject: Dinsmore, Lisa Wednesday, March 12, 2008 7:28 AM Claussen, Kimberly Bull, Trishah; Henoch, Lanny; Moe, Judi; Goll, Shirley RE: Renton annexation area short plat Kim -please work with Judi and Shirley to let them know what needs to go to the city. I think the Ophus short plat is the only one ready to go. Please also work with Shirley, Judi re the status that the projects should be after we send them to the City, notes on permits+, etc. Thanks, Lisa From: Sent: To: Subject: Claussen, Kimberly Tuesday, March 11, 2008 4:22 PM Dinsmore, Lisa RE: Renton annexation area short plat Send recommendations & file info to Neil Watts, Development Services Director, City of Renton 1055 S. Grady Way, Renton WA 98057 425-430-7218 From: Sent: To: Cc: Subject: Dinsmore, Usa Tuesday, March 11, 2008 3:54 PM Claussen, Kimberly Henoch, Lanny; Scharer, Karen; Moe, Judi; Bull, Trishah Renton annexation area short plat Kim, I asked Randy to see if we can get 1 point person at DDES to deal with the questions/issues/etc. related to the Renton annexation projects. He will look into it, get back to me. In the meantime, will you please call the planning contact at the City and see how they want us to route them projects that are ready to go (ie the Ophus short plat) and then let us all know? Thanks, Lisa -, tQ King County Department of Development and Environmental Services 900 Oakesdale Avenue Southwest Renton, WA 98057-5212 206-296-6600 TIY 206-296-7217 www.metrokc.gov March 28, 2008 Neil Watts, Development Services City of Renton 1055 South Grady Way Renton, WA 98057 RE: Preliminary Approval for Short Subdivision No. -L06S0043 / Ophus Dear: Mr. Watts: The Land Use Services Division (LUSD) has completed review of the short subdivision application captioned above. This review determined the proposed short subdivision can comply with the King County Land Segregation Code (Title 19A), Zoning Code (Title 21A), and other applicable codes as specified in King County Code (K.C.C.) 19A.08.060. The Land Use Services Division of DOES recommends the short subdivision be granted preliminary approval subject to the conditions contained within the attached report and recommendation. Enclosed are the following: • • • • * Draft Notice of Decision * Report and Recommendations * Labels for Parties of record and 500 foot radius list Customer Information Bulletin 25 (you may wish to forward this to the applicant with a decision to grant preliminary approval) These documents will also be electronically forwarded. to the City. Please notify the project manager if you want the file transferred to your office for further review. If you have any questions regarding this file, please contact Kim Claussen, Project Manager, at 206-296-7167 or by e-mail at kim.claussen@kinqcounty.gov and Curt Foster, P.E., Senior Engineer at (206) 296-7106 or by e-mail at curt.foster@kingcounty.gov. . ' ' LO, " -,43 Letter to Renton Marer, 28, 2008 Page 2 Please forward a copy of the City's decision, confirmation as to whether any appeals were filed with the City, and a copy of any subsequent appeal decision regarding this short plat to the assigned Project Manager referenced above, when your review and process is completed. Sincerely, • ~~~~ Lisa Dinsmore, Supervisor Current Planning Section, Land Use Services Division Enclosures cc: Jennifer Henning, City of Renton, 1055 South Grady Way, Renton, WA 98057 Kim Claussen, Project Manager Ill, LUSD, DDES Curt Foster, P.E., Senior Engineer, LUSD, DOES Gough Development, Ophus Property LLC, ATIN: Tom Gough, 3002 South Walker Street, Seattle, WA 98144 John Tamburelli, 646 SW 134 11 ' St., Burien, WA 98146 Moe, Judi From: Moe, Judi Sent: To: Wednesday, March 26, 2008 12:06 PM 'jhenning@rentonwa.gov' Cc: Subject: Dinsmore, Lisa; Claussen, Kimberly; Scharer, Karen FW: L06S0043 Recommendation to Renton Attachments: L06S0043 Short Plat Renton Recommendation Final .doc; L06S0043 SHORT PLAT NOD DRAFT.doc Hello Jennifer, I am forwarding to you, as requested, the Draft NOD and Report and Recommendations for L06S0043, Ophus. I will also be mailing paper copies to you of the following: Draft NOD, Report and Recommendations, Labels for mailing the NOD to parties of record and property owners within the 500' radius, and Customer Information Bulletin 25. Please let me know if I can help with anything else. Thank you, Judi From: Sent: To: Cc: Subject: Scharer, Karen Wednesday, March 26, 2008 9:02 AM Moe, Judi Oaussen, Kimberly L06S0043 Recommendation to Renton Judi -Please forward these documents to Jennifer. L06S0043 Short L06S0043 SHORT Plat Renton Rec ... 'LAT NOD DRAFT ... Karen J. Scharer, Program/Project Manager II Current Planning Section, Land Use Services Division Department Of Development and Environmental Services 900 Oakesdale Avenue Southwest Renton, WA 98057-5212 karen.schareI®KingCounty.gov Phone 206-296-7114 (FAX 206-296-7051) 1 Moe, Judi From: Sent: To: Subject: Scharer, Karen Wednesday, March 26, 2008 11 07 AM Moe, Judi RE: L06S0043 Recommendation to Renton Sure -no one has commented. Remember -as of 3/31 this is Kim's' Karen J. Scharer, PPM II karen.scharer@kingcounty.gov 206-296-7114 From: Sent: To: Subject: Moe, Judi Wednesday, March 26, 2008 11:06 AM Scharer, Karen RE: L0650043 Recommendation to Renton Karen, just want to be s~re ....... OK for me to go ahead & forward these documents to Jennifer now? I've decided to starting working on this file so that I don't wait & push it if any questions for you .......... Judi From: Sent: To: Cc: Subject: SCharer, Karen Wednesday, March 26, 2008 9:02 AM Moe, Judi Claussen, Kimberly L0650043 Recommendation to Renton Judi -Please forward these documents to Jennifer. « File: L06S0043 Short Plat Renton Recommendation Final .doc» « File: L06S0043 SHORT PLAT NOD DRAFT.doc >> Karen J. Scharer, Program/Project Manager II Current Planning Section, Land Use Services Division Department Of Development and Environmental Services 900 Oakesdale Avenue Southwest Renton, WA 98057-5212 karen.scharer®KingCounty.gov Phone 206-296-7114 (FAX 206-296-7051) ti King County Department of Development & Environmental Services State Environmental Policy Act (SEPA) Date of Issuance: Project: Location: Applicant/Contact: King County Contact: Determination of Nonsignificance Ophus Short Plat /L06S0043 March 7, 2008 ' . This is a short subdivision of 2.05 acres (89,156 s.f.) into 6 lots for detached single-family dwellings in the R-6 zone. The proposed density is approximately 5.6 dwelling units per net acre. The proposed lot sizes range in size from approximately 3,800 square feet to 7,050 square feet in size. Also included is an active recreation area, drainage vault and permanent critical areas tract to preserve wetland & stream area. Located at the northeast corner of 1181h Avenue SE and SE 1761 h Pl. (if extended), 17644 1181h Ave SE, Renton Opus Property LLC 3002 South Walker Street Seattle, WA 98144 Contact: John Tamburelli Phone: 206-920-2220 Karen Scharer, Project/Program Manager II Phone # 206-296-7114 or e-mail at karen.scharer@metrokc.gov King County Permits: Short Plat L06S0043 Existing Zoning: R-6 Section/Township/Range: 33-23-05 Parcel# 6196600440 Notes: A. This finding is based on review of the application, received 07/11/2006; revised short plat design submitted 01/10/2008, SEPA environmental checklist, wetland/stream study prepared by EDAW dated 4/2005, subsequent report prepared by AlderNW dated 3/26/2007 and later updated report by AlderNW on 10/30/2007, and other documents in the file. This SEPA determination covers the application for short plat subdivision of the site. B. Issuance of this threshold determination does not constitute approval of the short plat. This permit will be reviewed for compliance with all applicable King County Comprehensive Plan Policies and King County Codes. C. The property contains a wetland and stream which will be set aside in a separate tract and remain undisturbed. D. The short plat will be conditioned to assure compliance with the State Short Plat regulations, the King County Code regarding Roads, Short Platting, Surface Water Management, Critical Areas and Zoning. Threshold Determination: The responsible official finds that the above described proposal does not pose a probable significant adverse impact to the environment. L06S0043/SEPA TD Page 2 This finding is made pursuant to RCW 43.21C, KCC 20.44 and WAC 197-11 after reviewing the environmental checklist and other information on file with the lead agency and considering mitigation measures which the agency or the applicant will implement as part of the proposal. The responsible official finds this information reasonably sufficient to evaluate the environmental impact of this proposal. The lead agency has determined that the requirements for environmental analysis, protection, and mitigation measures have been adequately addressed in the development regulations and comprehensive plan adopted under chapter 36.70A RCW, and in other applicable local, state, or federal laws or rules, as provided by RCW 43.21 C.240 and WAC 197-11-158. Our agency will not require any additional mitigation measures under SEPA. Comments and Appeals: The SEPA determination may be appealed in writing to the King County Hearing Examiner. Written comments or a notice of appeal must be filed with the Department of Development and Environmental Services (DOES) at the address listed below prior to 4:30 p.m. on Monday, March 24, 2008 and be accompanied with a filing fee of $250.00 payable to the King County Office of Finance. Please reference the file numbers when corresponding. If a SEPA Appeal is filed, the appellant must also file a Statement of Appeal with DOES at the address listed below prior to 4:30 p.m. Monday, March 31, 2008. The Statement of Appeal shall identify the decision appealed (including the file number) and the alleged errors in that SEPA decision. The Statement of Appeal shall state: 1) specific reasons why the decision should be reversed or modified; and 2) the harm suffered or anticipated by the appellant, and the relief sought. The scope of an appeal shall be based on matters or issues raised in the Statement of Appeal. Failure to timely file a Notice of Appeal, appeal fee or Statement of Appeal, deprives the Hearing Examiner of jurisdiction to consider the appeal. Comment/appeal deadline: Appeal filing fee: Address for comment/appeal: Responsible Official: 4:30 PM on Monday, March 24, 2008 $250 check or money order made out to the King County Office of Finance King County Land Use Services Division 900 Oakesdale Avenue SW Renton, WA 98057-5212 ATIN: Current Planning Section March 7. 2008 Li a insmore, Current Janning Supervisor Date Signed Current Planning Section/Land Use Services Division ti King County Department of Development & Environmental Services State Environmental Policy Act (SEPA) Determination of Nonsignificance Date of Issuance: Project: Location: Applicant/Contact: King County Contact: Ophus Short Plat /L06S0043 March 7, 2008 This is a short subdivision of 2.05 acres (89,156 s.f.) into 6 lots for detached single-family dwellings in the R-6 zone. The proposed density is approximately 5.6 dwelling units per net acre. The proposed lot sizes range in size from approximately 3,800 square feet to 7,050 square feet in size. Also included is an active recreation area, drainage vault and permanent critical areas tract to preserve wetland & stream area. Located at the northeast corner of 1181h Avenue SE and SE 1761 h Pl. (if extended), 17644 1181h Ave SE, Renton Opus Property LLC 3002 South Walker Street Seattle, WA 98144 Contact: John Tamburelli Phone: 206-920-2220 Karen Scharer, Project/Program Manager II Phone# 206-296-7114 or e-mail at karen.scharer@metrokc.gov King County Permits: Short Plat L06S0043 Existing Zoning: R-6 Section/Township/Range: 33-23-05 Parcel# 6196600440 Notes: A. This finding is based on review of the application, received 07/11/2006; revised short plat design submitted 01/10/2008, SEPA environmental checklist, wetland/stream study prepared by EDAW dated 4/2005, subsequent report prepared by AlderNW dated 3/26/2007 and later updated report by AlderNW on 10/30/2007, and other documents in the file. This SEPA determination covers the application for short plat subdivision of the site. B. Issuance of this threshold determination does not constitute approval of the short plat. This permit will be reviewed for compliance with all applicable King County Comprehensive Plan Policies and King County Codes. C. The property contains a wetland and stream which will be set aside in a separate tract and remain undisturbed. D. The short plat will be conditioned to assure compliance with the State Short Plat regulations, the King County Code regarding Roads, Short Platting, Surface Water Management, Critical Areas and Zoning. Threshold Determination: The responsible official finds that the above described proposal does not pose a probable significant adverse impact to the environment. L06S0043/SEPA TD Page 2 This finding is made pursuant to RCW 43.21C, KCC 20.44 and WAC 197-11 after reviewing the environmental checklist and other information on file with the lead agency and considering mitigation measures which the agency or the applicant will implement as part of the proposal. The responsible official finds this information reasonably sufficient to evaluate the environmental impact of this proposal. The lead agency has determined that the requirements for environmental analysis, protection, and mitigation measures have been adequately addressed in the development regulations and comprehensive plan adopted under chapter 36. 70A RCW, and in other applicable local, state, or federal laws or rules, as provided by RCW 43.21C.240 and WAC 197-11-158. Our agency will not require any additional mitigation measures under SEPA. Comments and Appeals: The SEPA determination may be appealed in writing to the King County Hearing Examiner. Written comments or a notice of appeal must be filed with the Department of Development and Environmental Services (ODES) at the address listed below prior to 4:30 p.m. on Monday, March 24, 2008 and be accompanied with a filing fee of $250.00 payable to the King County Office of Finance. Please reference the file numbers when corresponding. If a SEPA Appeal is filed, the appellant must also file a Statement of Appeal with ODES at the address listed below prior to 4:30 p.m. Monday, March 31, 2008. The Statement of Appeal shall identify the decision appealed (including the file number) and the alleged errors in that SEPA decision. The Statement of Appeal shall state: 1) specific reasons why the decision should be reversed or modified; and 2) the harm suffered or anticipated by the appellant, and the relief sought. The scope of an appeal shall be based on matters or issues raised in the Statement of Appeal. Failure to timely file a Notice of Appeal, appeal fee or Statement of Appeal, deprives the Hearing Examiner of jurisdiction to consider the appeal. CommenUappeal deadline: Appeal filing fee: Address for commenUappeal: Responsible Official: 4:30 PM on Monday, March 24, 2008 $250 check or money order made out to the King County Office of Finance King County Land Use Services Division 900 Oakesdale Avenue SW Renton, WA 98057-5212 ATTN: Current Planning Section March 7, 2008 Li a insmore, Current lanning Supervisor Date Signed Current Planning Section/Land Use Services Division DRAFT NOTICE OF DECISION File No.: L06S0043 File Name: Ophus Applicant: City Contact: Project Location: Ophus Property LLC, 3002 South Walker Street Seattle, WA 98144 Contact: John Tamburelli Phone: 206-920-2220 Telephone No. Email: Located at the east side of 1181h Ave SE. at the address of 176441181h Ave SE, Renton STR: 33-23-05 Parcel # 6196600440 Project Description: Subdivision of a 89,156 square foot property into 6 lots, ranging in size from approximately 3,800 square feet to 7,050 square feet in size with an active recreation area, drainage vault and permanent critical areas tract to preserve wetland area. Permits Requested: Zoning: Community Plan: Drainage Basin: Short Subdivision R-6 Soos Creek Soos Creek Department Decision: Approve with Conditions SEPA Threshold Determination: N/A Appeal Deadline: Appeal Procedure: You also have the right to appeal this decision in writing to the----------- to appeal, a party must file: In order 1. A notice of appeal and a $ non-refundable filing fee (payable to the ) must be received in our office by 4:30 p.m., The notice of appeal must include the decision and/or determination being appealed. 2. A statement of appeal must be received in our offices by 4:30 p.m., , which includes: A. The errors contained in that decision and/or determination; B. Specific reasons why the decision and/or determination should be reversed or modified. C. The harm suffered or anticipated by the party; and D. The relief sought. Appeals must be submitted to the -------------------at the following address: The scope of an appeal shall be based on matters or issues raised in the Statement of Appeal. Failure to timely file a Notice of Appeal, appeal fee or Statement of Appeal, deprives the Hearing Examiner of jurisdiction to consider the appeal. The Hearing Examiner does not have the authority to extend the time period unless the Division is not open on the specified date, in which event delivery prior to 4:30 p.m. on the next business day is sufficient to meet the filing requirement. Date of Mailing: If you have any questions regarding the appeal procedures, please contact the Project Manager at the phone number or e-mail listed above. If you require this material in Braille, audiocassette or large print, call (phone) or (TIY). ______ has made a decision on an application for a development proposal on property at the address listed above. You are receiving notice of this decision because our records indicate that you own property within approximately 500 feet or because you requested to receive notice of the decision. A. King County DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES LAND USE SERVICES DIVISION 900 Oakesdale Avenue Southwest Renton, WA 98057-5212 March 28, 2008 REPORT AND RECOMMENDATION SHORT SUBDIVISION File No. L06S0043 Ophus Short Plat DESCRIPTION OF THE PROPOSED SHORT SUBDIVISION: Proposed is a short subdivision of a 2.05 acre parcel (89,156 square feet) zoned R-6 into 6 lots, lots range from 3,839 square feet to 7,050 square feet in size. The existing house, accessory dwelling and sheds on Lots 2-5 will be removed in order to construct new single family dwelling on each lot. The proposed density is 5.6 dwellings per acre (6 units X 1.08 net acres). The most recent short plat revision was received January 10, 2008. The lot count was reduced from 7 down to 6 lots, the recreation tract and critical areas tract were revised, and a future cul-de- sac was added fronting lots 3 and 4 on proposed SE. 176'h Pl. Refer to Attachment 1 for a copy of the revised short plat map. B. GENERAL INFORMATION: C. Owner/Applicant: Ophus Property LLC 3002 South Walker Street Seattle, WA 98144 Contact: John Tamburelli Phone: 206-920-2220 Location: Located at the northeast corner of 1181h Avenue SE STR: Zoning: Acreage: Number of Lots: Density: Lot Size: Proposed Use: Sewage Disposal: Water Supply: Fire District: School District: and SE 176'h Pl. (if extended), 17644 1181 h Ave SE, Renton 33-23-05 Parcel # 6196600440 R-6 2.05 gross acres/1.08 net acres (46,891 square feet) 6 lots 5.6 du/ac Range from 3,839 square feet to 8,544 square feet Single-family detached dwellings Soos Creek Water And Sewer District Soos Creek Water And Sewer District Fire District # 40 Renton School District Application Date: 07/11/2006 Date Determined Complete: 10/26/2006 ANNEXATION TO RENTON: On November 6, 2007, the voters of Renton's Potential Annexation Area known as the "Benson Hill Communities Potential Annexation Area approved a proposition to annex to the City of Renton. Effective March 1, 2008, the City approved an ordinance to accept the annexation area and all local governmental land use authority and jurisdiction with respect to the Annexation Area transferred from the County to the City upon the effective date. The City and the County approved execution of an lnterlocal Agreement relating to the Annexation Area for the purpose of in part establishing the process and authority for discretionary decisions with respect to land use and permitting from and after the date of annexation. Therefore under the provisions of Section 2. 3 of the agreement, the County has prepared this report and recommendation to the City's designated decision-maker for a final decision. The City is responsible for scheduling, providing notice, conducting any appeals hearing and making any final decision this application. County staff will attend an appeals hearing to testify with respect to analysis set forth in the County's report and recommendation if the application is appealed. D. NATURAL ENVIRONMENT E. 1. Topography: The property slopes from elevation 450, west down to the east 1/3 where there is a broad swale at elevation 406. then the property rises to 416 at the northeast corner. 2. Soils: The following soils are found on this site per King County Soil Survey: AqB -Alderwood gravely, sandy loam; 0-6% slopes. Runoff is slow and the erosion hazard is slight. This soil type has a moderate limitation for low building foundations due to a seasonally high water table and severe limitations for septic tank filter fields due to very slow permeability in the substratum. Age -Alderwood gravely, sandy loam; 6-15% slopes. Runoff is slow to medium and the hazard of erosion is moderate. This soil has a moderate limitation for foundations, due to a seasonally high water table and slope. It has a severe limitation for septic tank filter fields due to very slow permeability in the substratum. 3. Wetland/streams: According to the King County Sensitive Areas Folio, both a wetland and stream are present on the far end of the site. A wetland and stream report was prepared by EDAW dated 4/2005, then a subsequent report was prepared by AlderNW, dated 3/26/2007 and later on 10/30/2007 AlderNW provided a further updated report. The report indicates that there is a wetland on the east 1/3 approximately 4,200 square feet extending beyond property boundaries both north and south of the site and the seasonal stream is also within this corridor. The wetland buffer required is greater than the stream buffer and therefore the wetland buffer is controlling. With enhancement to the wetland, the 100' wide wetland buffer w 4. Vegetation: This site is primarily covered in grass and ornamental shrubbery on the west half and the east half is wooded in a natural state. The short plat topography survey plan dated 6/13/06 identifies the location and size of significant trees and smaller trees on site. 5. Wildlife: Small birds and animals likely visit this site; however, their population and species are limited due to nearby development. No threatened or endangered species are known to exist on or near the property. 6. Mapped Critical Areas: The Sensitive Areas Folio identifies that there is a wetland and stream on this site. DESIGN FEATURES 1. Density, Lot Pattern, Comprehensive & Community Plan: The density for this proposal will yield 5.6 dwelling units per acre. The net density calculation excludes the wetland area and recreation/drainage area of the site. The lots as proposed include the square footage as follows: Lot 1 Lot 2 Lot 3 3,839 square feet 4,071 square feet 4, 173 square feet Lot 4 Lot 5 Lot 6 Lots range from 40 feet in width to 50 feet in width. 6,340 square feet 6, 350 square feet 7,050 square feet The property is in the Soos Creek Community Planning Area. The immediate surrounding neighborhood is in transition from a low density rural area to an urbanized area with medium Report & Recommendation L06S0043 Page 2 of 10 March 28, 2008 density residential development. 2. Access/Roadway: The six lot short plat is located on the east side of 118th Ave. SE, an urban neighborhood collector, which is currently improved with a rural shoulder-type section. The proposal is to upgrade the frontage with curbs and sidewalks. The proposed on-site access road (SE 176th Pl.) will be improved as an urban minor access street (less than 150 feet long without a cul-de-sac). The road alignment is necessary to provide a possible connection to the neighboring property to the south. 3. Traffic Generation: It is expected that approximately 50 additional vehicle trips per day will be generated with development of five additional homes. The calculations includes service vehicles (i.e., mail delivery, garbage pick-up, school bus) which may currently serve this neighborhood, as well as work trips, shopping, etc. With the existing home 1 O vehicle trips are calculated as currently using local roads. 4. Adequacy of Arterial Roads: This proposal has been reviewed under the criteria in King County Code 14.70, Transportation Concurrency Management; 14.80, Intersection Standards; and King County Code 14.75; Mitigation Payment System. a. King County Code 14.70 -Transportation Concurrency Management: The Transportation Certificate of Concurrency dated January 10, 2006, indicates that transportation improvements or strategies will be in place at the time of development, or that a financial commitment is in place to complete the improvements or strategies within six (6) years, according to RCW 36. 70A.070(6). b. King County Code 14:80-Intersection Standards: The traffic generated by this subdivision falls below the threshold requiring mitigation. c. King County Code 14.75-Mitigation Payment System: (MPS) requires the payment of a traffic impact mitigation fee (MPS fee) and an administration fee for each single-family residential lot or unit created. MPS fees are determined by the zone in which the site is located. This site is in Zone 342 per the MPS/Quarter section list. MPS fees may be paid at the time of final plat recording, or deferred until building permits are issued. The amount of the fee will be determined by the applicable fee ordinance at the time the fee is collected; currently the fee is $3,765. 5. Drainage: The western two thirds of the site slopes away from 1181h Avenue SE toward the east, to a natural wetland/swale that cuts the property diagonally in a southeasterly direction. The northeastern corner of the lot drains back toward the wetland. The wetland drains to the southeast and eventually to Soos Creek. The eastern half of parcel is proposed to be a critical area and drainage facility tract. The development lots are located on the western half of the property. This project is in the conservation flow control area and because the downstream drainage path ultimately goes through a sphagnum bog, it is subject to the sphagnum bog water quality menu. 6. School: This short plat has been reviewed under RCW 58.17.110 and KCC 21A.28 a. School Facilities: The subject subdivision will be served by Benson Hill Elementary, Nelson Middle and Lindberg Senior High School. b. School Impact Fees: Renton School District does not impose an impact fee per lot to fund school system improvements within this district. c. The School District busses the middle school students. The nearest bus stop is at 1201 h Ave SE and Petrovitsky Road. Elementary and high school students currently walk to schools. It is noted that the elementary school is over 1 mile from the property. Safe walking paths for children to the stop and schools are provided along routes with sidewalks and/or road shoulders 5 feet or more in width, except that there are "spots" along 1161h Ave SE (the elementary school route) where the shoulder is 2-3 feet in width. 7. Parks and Recreation Space: KCC 21 A.14 requires subdivisions in the UR and R zone classifications to either provide on-site recreation space or pay a fee to the Parks Division for establishment and maintenance of neighborhood parks. At this time the applicant is proposing to provide suitable recreation space east of Lot 6. The recreation tract, "Tract B" will also serve as a tract for the proposed drainage vault. Report & Recommendation L06S0043 March 28, 2008 Page 3 of 10 The Subdivision Technical Committee concurs with the applicant's proposal. KCC 21A.14190 requires subdivisions to provide tot/children play areas within the 10,453 s.f. recreation space on site. A 400 square-foot play area with a tot tot or age appropriate play equipment is required. 8. Utilities: Sewage Disposal: The applicant proposes to serve the subject subdivision by means of a public sewer system managed by the Soos Creek Water & Sewer District. Initially, the sewer main was to run either east to the wetland buffer edge and then north or continue east through the wetland. Subsequently the sewer route design was revised to connect to the sewer main north on 1181h Ave SE and then to flow north in the main within the street right of way. Water Supply: The applicant proposes to serve the subject subdivision with a public water supply and distribution system managed by the Soos Creek Water and Sewer District with a 6" main, replacing existing main for 480 feet. 9. Fire Engineering: This proposal is consistent with KCC 21A.28.130 standards for adequate fire protection. This project is located within the urban growth area. In accordance with KCC 20.44.080, no unusual circumstances related to the site or proposal have been found that result in adverse environmental impacts relating to fire protection that are not addressed by applicable regulations. The certificate of water availability submitted indicates that the minimum required fire flow of 1,000 gpm is available at the nearest fire hydrant 55 feet from the site. Any future residences constructed on Lots 3 through 6 must be sprinkled (NFPA 13D) due to inadequate fire apparatus access. The International Fire Code (IFC) requires all portions of the exterior watts (at grade) of the structures to be within 150 feet (as a person would walk via an approved route around the buildings) from approved fire apparatus access. Approved access is a minimum 20-foot wide (unobstructed) driving surface that is not over 150 feet in length if dead-end. Parked vehicles are an obstruction. The sprinkler requirement can be removed from tots 3 through 6 if the finished roadway driving surface is at least 28 feet wide, curb-to-curb, and the Fire Marshal designates one side of SE 176t11 Place (within the short plat) as a fire lane. A formal request to King County Fire Engineering has to be initiated to accomplish this. The fire lane will have to be marked/signed in accordance with requirements outlined in Title 17 of the King County Code, and a covenant requiring the property owners to maintain the fire lane on the public roadway will have to be recorded Because portions of the exterior watts of any residence constructed on tot 6 will be more than 150 feet (as a person would walk around it from approved fire apparatus access (unobstructed 20-foot wide driving surface) it will not be possible to remove the sprinkler requirement from tot 6. F. SEPA THRESHOLD DETERMINATION: G. The initial submittal included establishment of an easement and construction of a sewer utility line which was to cross over the wetland on the east portion of the property. Subsequently, the project was revised. Both the easement and construction of the sewer line has been relocated to a totally different location away from the wetland. Therefore, under the provisions of the State Environmental Policy Act (SEPA), RCW 43.2C, the responsible official of the Land Use Services Division (LUSD) determined that the revised short plat request is exempt from SEPA COMMENTS RECEIVED No comments were received from the local residents of the neighborhood. Report & Recommendation L06S0043 Page 4 of 10 March 28, 2008 H. FINDINGS/CONCLUSIONS I. The subject subdivision will comply with the goals and objectives of the King County Comprehensive Plan and will comply with the requirements of the Subdivision and Zoning Codes and other official land use controls of King County (i.e. 1993 King County Road Standards, 2005 Surface Water Design Manual, etc.), based upon the conditions for final short plat approval. RECOMMENDATION King County recommends that proposed Short Plat File No. L06S0043 with the revised plan received January 10, 2008 and described by Attachment 1 of this report be GRANTED PRELIMINARY APPROVAL; subject to the following conditions which must met prior to final approval: 1. KCC Title 19A-Compliance with Final Short Subdivision Requirements a. This short plat shall comply with all of the Land Segregation provisions of King County Code (KCC) Title 19A. b. The final short subdivision recording documents must be prepared by a professional land surveyor, licensed in the State of Washington. These documents shall comply with the conditions of approval listed in this letter. c. The final review process must be completed prior to the recording of the short subdivision or the sale of any lots contained within. The Department of Development and Environmental Services (DDES) strongly recommends that the Final Short Plat review package be submitted to the department at least one year prior to the expiration date of the preliminary approval letter. d. All persons having an ownership interest in the subject property shall sign on the face of the final short subdivision. e. All utilities within proposed rights-of-way must be included within a franchise approved by the King County Council prior to final short plat recording. f. Prior to recording KCC 19A.08. 160 requires that the following site work is completed: 1) Drainage facilities and erosion control measures are consistent with K.C.C. 9.04.090; 2) Water mains and hydrants (if required) are installed and fire flow available; 3) Grading as necessary so that all lots are accessible by passenger vehicle; 4) Specific site improvements are completed that are required and conditioned prior to plat recording or required to remove any safety hazard; 5) Undeveloped critical areas are delineated. 2. Access Requirements (Title 14 KCC) 1993 King County Road Standards (KCRS) Roadway improvements are required to address access requirements and impacts to existing roads and right-of-way. All construction and upgrading of public and private roads shall be done in accordance with the 1993 King County Road Standards established and adopted by Ordinance No. 11187, as amended (KCRS). The proposed short subdivision shall comply with the KCRS including the following requirements, unless otherwise approved by DDES: The extent of improvements (conditioned below) requires submittal of engineering plan and profiles and appropriate review fees. Plans shall be prepared and stamped by a professional engineer licensed in the State of Washington and contain the applicable elements outlined in KCRS and/or the 2005 Surface Water Design Manual (see Section 2.2.2). Please note that the applicant should submit the plans a minimum of one year prior to the preliminary approval expiration date. a. The 118th Avenue SE frontage shall be improved to the urban neighborhood collector standard, including curbs and sidewalks (2.03). No access shall be permitted to 118th Avenue SE from the lots that abut it. A note to this effect shall be placed on the final recorded short plat. b. Tract A shall be improved as a private joint use driveway (JUD) serving Lots 5 and 6. These lots shall have undivided ownership of the tract and be responsible for its Report & Recommendation L06S0043 Page 5 of 1 O March 28, 2008 maintenance. As specified in KCRS 3.01C, the driving surface shall be paved 18-feet in width (tract width 20 feet) and have a minimum tract length of 20-feet from the right-of-way. Please look under DDES application packets at www.metrokc.gov/ddes/forms for detailed information on driveway connections. c. For intersections with neighborhood collectors or arterials, the minimum entering site distance shall be provided and verified (2.13 KCRS). Street illumination shall be provided at intersections with arterials in accordance with KCRS 5.05. d. The on-site access road (SE 1761 h Place) shall be constructed (as shown on the conceptual plan dated 1-8-2008) so that future access to the parcels to the south is not precluded. SE 1761 h Place may be constructed as a subaccess half street with the curb along its north side (KCRS 2.07). Additionally, it shall be dedicated to King County at final recording. Modifications to the above road improvement conditions may be considered by King County pursuant to the variance procedures in KCRS 1.08. Any request for a road variance shall be submitted to DDES on the appropriate form and with the minimum fee deposit. Other engineering details that may be shown on the preliminary site plan with the exception of the above may not have been reviewed for compliance with KCRS. If differences exist, the final design shall be modified to meet KCRS. 3. Surface Water Management and Control (Title 9 KCC) 2005 King County Surface Water Design Manual (SWDM} FULL DRAINAGE REVIEW Final short plat approval shall require full compliance with the drainage provisions set forth in King County Code (KCC) 9.04. Compliance may result in reducing the number and/or location of lots as shown on the preliminary approved plat. Preliminary review has identified the following conditions of approval, which represent portions of the drainage requirements. All other applicable requirements in KCC 9.04 and the SWDM must also be satisfied during engineering and final review. a. Drainage plans and analysis shall comply with the 2005 SWDM. DDES approval of the drainage and roadway plans is required prior to any construction. b. Standard plan notes and a construction sequence as specified in the SWDM shall be shown on the engineering plans (Reference Section 7B). c. As required in Chapter 2 of the drainage manual, a storm water pollution prevention and spill (SWPPS) plan shall be included with the project engineering plans. d. To implement the required Best Management Practices (BMP) for treatment of storm water, the final engineering plans and technical information report (TIR) shall clearly demonstrate compliance with all applicable design standards. As described in Chapter 5 of the drainage manual, a subdivision project may implement the required BMPs or defer the BMP requirements until future review of building permits. In either case, the final engineering plans shall clearly indicate the applicable BMP standards and requirements for implementation on the recorded plat. Any proposed clearing and grading of the site shall also comply with the soil amendment requirements in KCC 16.82.100. e. A proposal to implement the required BMPs for development of the subdivision and to receive credit in sizing the flow control facility should be included with the engineering submittal. The engineering plans and technical information report shall provide all required design standards and procedures for implementing the BMPs when applied. During engineering review, the applicant may also choose alternative designs for best management practices as allowed by the SWDM. The final recorded plat shall include covenants, easements, notes, and other details to implement the BMP's for site development when applied f. Storm water facilities shall be designed using the KCRTS Conservation flow control standard. Water quality facilities shall also be provided using the sphagnum bog protection menu. The size of the proposed drainage tracts may have to increase to accommodate the required detention storage volumes and water quality facilities. All runoff control facilities shall be located in a separate tract and dedicated to King County unless Report & Recommendation L06S0043 March 28, 2008 Page 6 of 10 portions of the drainage tract are used for recreation space in accordance with KCC 21A.14.180. g. If the storm water BM P's are deferred until building permit review, the following note shall be shown on the final recorded plat: "Permit applications for buildings or other improvements constructed on lots created by this subdivision must be reviewed by King County for compliance with Best Management Practices (BMP's) and other applicable drainage standards as specified in the SWDM. As determined by King County, the permit applicant for each lot must prepare a drainage site plan with procedures for design and maintenance details, and record a declaration of covenant and grant of easement for implementation of the BMPs. " DRAINAGE ADJUSTMENTS Consistent with authority and procedures outlined in Chapter 1.4 of the SWDM, adjustments to any of the above requirements may be considered. Adjustments shall be submitted to DDES on the appropriate form and with the minimum fee deposit. 4. Site Improvement Inspections, Fees and Financial Guarantees (Title 19 & 27 KCC) This short plat was conditioned to construct/reconstruct road access/right-of-way improvements and/or drainage facilities. Approved engineering plans, inspection fee and applicable financial guarantees are required prior to either starting construction or recording this short plat. At the time of engineering plan approval, you will be notified of the fee amount that will be required to inspect construction and the amount shall be deposited with DDES and of the financial guarantee amount(s) required prior to scheduling of the pre-construction meeting. Please note that the pre-construction meeting is mandatory prior to the start of any work (including site clearing) or the recording of the short plat 5. Health (KCC 13) This project is exempt from further King County Heath Department review. However, if improvements are required from the Sewer and/or the Water District, then verification shall be required from said District(s) that the improvements have been bonded and/or installed, prior to final recording of the short plat. 6. Building and Construction Standards (Title 16) a. The applicant shall comply with all applicable provisions of KCC 16.82. (grading). b. The applicant shall demonstrate compliance with KCC 16.82.180 C (open space) requirements at engineering and final short plat. c. To implement K.C.C. 16.82 which applies to the site, a detailed tree retention plan shall be submitted with the engineering plans for the subject plat. The tree retention plan and engineering plans shall be consistent with the requirements of K.C.C. 16.82. Flagging and temporary fencing of trees to be retained shall be provided, consistent with K.C.C. 16.82. The placement of impervious surfaces, fill material, excavation work, or the storage of construction materials is prohibited within the fenced areas around preserved trees, except for grading work permitted pursuant to K.C.C. 16.82. 7. Fire Code (KCC 17) Section 902 of the 1997 Edition of Uniform Fire Code The applicant must obtain the approval of the King County Fire Protection Engineer. Any future residences constructed within this short plat must be sprinklered (NFPA 13D), unless fire access, hydrant, water main and fire flow standards of Chapter 17.08 of the King County Code. are eliminated and the requirements are removed by the King County Fire Marshal. 8. Zoning Code (KCC 21A) a. Density and Dimensions (KCC 21A.12) All lots shall meet the dimensions requirements of the R-6 zone classification or shall be as shown on the face of the approved preliminary short subdivision, whichever is larger. Density requirements will be applied to each lot in conjunction with future building permit(s) Report & Recommendation L06S0043 March 28, 2008 Page 7 of 10 Minor revisions to the short subdivision, which do not result in substantial changes and/or do not create additional lots, may be approved at the discretion of the Department of Development and Environmental Services. b. Prior to final recording, the existing structures on proposed Lots 2, 3, 4 and 5 shall be removed. c. Street Trees (KCC 21A.16) Street trees shall be provided as follows (per KCRS 5.03 and KCC 21A.16.050): i. Trees shall be planted at a rate of one tree for every 40 feet of frontage along all roads. Spacing may be modified to accommodate sight distance requirements for driveways and intersections. ii. Trees shall be located within the street right-of-way and planted in accordance with Drawing No. 5-009 of the 1993 King County Road Standards, unless King County Department of Transportation determines that trees should not be located in the street right-of-way. iii. If King County determines that the required street trees should not be located within the right-of-way, they shall be located no more than 20 feet from the street right-of-way line. iv. The trees shall be owned and maintained by the abutting lot owners or the homeowners association or other workable organization unless the County has adopted a maintenance program. Ownership and maintenance shall be noted on the face of the final recorded plat. v. The species of trees shall be approved by DOES if located within the right-of-way, and shall not include poplar, cottonwood, soft maples, gum, any fruit-bearing trees, or any other tree or shrub whose roots are likely to obstruct sanitary or storm sewers, or that is not compatible with overhead utility lines. vi. The applicant shall submit a street tree plan and bond quantity sheet for review and approval by DOES prior to engineering plan approval. vii. The applicant shall contact Metro Service Planning at 684-1622 to determine if 1181 h Ave SE is on a bus route. If 118 1h Ave SE is a bus route, the street tree plan shall also be reviewed by Metro. viii. The street trees must be installed and inspected, or a performance bond posted prior to recording of the plat. If a performance bond is posted, the street trees must be installed and inspected within one year of recording of the plat. At the time of inspection, if the trees are found to be installed per the approved plan, a maintenance bond must be submitted or the performance bond replaced with a maintenance bond, and held for one year. After one year, the maintenance bond may be released after DOES has completed a second inspection and determined that the trees have been kept healthy and thriving. d. Suitable recreation space shall be provided consistent with the requirements of K.C.C. 21A.14.180 and K.C.C. 21A. 14.190 (i.e., sport court[s], children's play equipment, picnic table[s]. benches, etc.). 1. A detailed recreation space plan (i.e., location, area calculations, dimensions, landscape specs, equipment specs, etc.) shall be submitted for review and approval by DOES and King County Parks prior to or concurrent with the separate submittal of engineering plans. ii. A performance bond for recreation space improvements shall be posted prior to recording of the plat. 9. Critical Areas (KCC 21A.24) The proposed subdivision shall comply with the Critical Areas Code as outlined in KCC 21A.24. Permanent survey marking, and signs as specified in KCC 21A.24.160 shall also be addressed prior to final plat approval. Temporary marking of sensitive areas and their buffers (e.g., with Report & Recommendation L06S0043 March 28, 2008 Page 8 of 10 bright orange construction fencing) shall be placed on the site and shall remain in place until all construction activities are completed. Preliminary short plat review has identified the following specific requirements which apply to this project. All other applicable requirements from KCC 21A.24 shall also be addressed by the applicant. a. The Category JI wetland shall have a 100 foot buffer as measured from the wetland edge. This buffer maybe reduced to 75 feet as shown on the preliminary plat plan provided the remaining buffer is enhanced to County standards. A buffer enhancement plan will be required during engineering review. b. The wetlands and buffer shall be placed in Critical Area Tracts (CAT) for long term protection. A four foot high split railed fence or similar shall be installed along the CAT boundary. Critical Area signs shall be installed on or near the fence. c. A 15' building set back line (BSBL) is required from the edge of Critical Area Tracts and shall be shown on all affected lots. d. Prior to construction or clearing activities on site the CAT boundaries shall be clearly marked with orange construction fencing or similar, and shown on the engineering plans. The fencing shall remain in place until all clearing or construction is completed. e. The engineering plans shall be submitted and reviewed by Critical Areas Staff. The following note shall be shown on the final engineering plan and recorded plat: RESTRICTIONS FOR CCRITICAL AREA TRACTS AND SENSITIVE AREAS AND BUFFERS Dedication of a sensitive area tract/sensitive area and buffer conveys to the public a beneficial interest in the land within the tract/sensitive area and buffer. This interest includes the preservation of native vegetation for all purposes that benefit the public health, safety and welfare, including control of surface water and erosion, maintenance of slope stability, and protection of plant and animal habitat. The critical area tract/ critical area and buffer imposes upon all present and future owners and occupiers of the land subject to the tract/ critical area and buffer the obligation, enforceable on behalf of the public by King County, to leave undisturbed all trees and other vegetation within the tract/ critical area and buffer. The vegetation within the tract/sensitive area and buffer may not be cut, pruned, covered by fill, removed or damaged without approval in writing from the King County Department of Development and Environmental Services or its successor agency, unless otherwise provided by Jaw. The common boundary between the tract/ critical area and buffer and the area of development activity must be marked or otherwise flagged to the satisfaction of King County prior to any clearing, grading, building construction or other development activity on a lot subject to the critical area tract/sensitive area and buffer. The required marking or flagging shall remain in place until all development proposal activities in the vicinity of the critical area are completed. No building foundations are allowed beyond the required 15-foot building setback line, unless otherwise provided by law. 10. Road Mitigation Payment System The applicant or subsequent owner shall comply with Road Mitigation Payment System (MPS), King County Code 14.75, by paying the required MPS fee and administration fee as determined by King County Department of Transportation. The applicant has an option to either: a. Pay the MPS fee at final short plat recording, or (b.) pay the MPS fee at the time of building permit issuance. If the first option is chosen, the fee paid shall be the fee in effect at the time of short plat application and a note shall be placed on the face of the short plat that reads, "All fees required by King County code 14.75, Mitigation Payment System (MPS) have been paid." If the second option is chosen, the fee paid shall be the amount in effect as of the date of the building permit application. Report & Recommendation L06S0043 March 28, 2008 Page 9 of 10 11. A homeowner's association or other workable organization shall be established to the satisfaction of DDES which provides for the ownership and continued maintenance of the open space and/or sensitive area tract(s). OTHER CONSIDERATIONS A. Preliminary approval of this application does not limit the applicant's responsibility to obtain any required permit or license from the State or other regulatory body. This may include, but not be limited to, obtaining a forest practice permit, an HPA permit, building permits, and other types of entitlements as necessitated by circumstances. B. Development of the subject property may require registration with the Washington State Department of Licensing, Real Estate Division. PARTIES AND PERSONS OF INTEREST Lisa Dinsmore, Current Planning Supervisor, Current Planning Section, LUSD Kim Claussen, PPM Ill, Current Planning Section, LUSD Karen Scharer, PPM II, Current Planning Section, LUSD Jim Sanders, P.E., Development Engineer, Engineering Review Section, LUSD Curt Foster, Senior Engineer, Engineering Review Section, LUSD Mark Follmer, Preliminary Review Engineer, Engineering Review Section, LUSD Kris, Langley, KC DOT Road Services Division MS: KSC-Tr-0222 Kelly Whiting, KC DOT Road Services Division MS: KSC -Tr-0231 GOUGH DEVELOPMENTOphus Property LLC, ATTN: Tom Gough, 3002 South Walker Street, Seattle, WA 98144 John Tamburelli, 646 SW 1341h St., Burien, WA 98146 Offe Darrell, 13932 SE 159TH PL, Renton, WA 98058 Maynard J & Jennifer Byers, PO BOX 60213, Renton, WA 98058 Jennifer Ophus, 17644 118TH AVE SE, Renton, WA 98055 Attn Charlotte Vanlaningham, 1201 Monster Rd Sw #320, Renton, WA 98055 Report & Recommendation L06S0043 March 28, 2008 Page 10 of 10 ~ SHORT PLAT NO. L06S0043 ~ KING COUNTY, WASHINGTON RECORDING NO. VOL/PAGE SCALE: I l.ru>b. ~ ~ tL 20 40 80 80 100 K C F'QNI PJ lfPil PORTION OF --.. CA$£. n4" cu;c. ~ ~~~A'lf..SE / U ~-i:A~~~IJ!l!J.1£ ~ $[1fflNSf.lU':l:OO'IN./ :8 ~SEP£11tD\fflKl'RD.,U'U<1IIJI. S.E. 178TH STREET ~1/4 of~l/4, s._;g_T.23N R.2L_ Iii ui w ::, z ~ <( TEDJt,~ / • 't1511ED3/15/ffl)5. * I + H88'51'25"W!.l27.83'(~27.47'~----------------, ------, -------------eaJ.ss'(c) 683.7J'CPl I 32 33 563.IM-"(C) l I OM74'(P) I t 11 ~~· I 111 I ~I I; I 11'1\~ I Ti li'I _ lil ,," ~ 1~ Lij iili t IT i1;-UL11JJ-k 1 , " -~ wfl, !~~ ~~' i1;~ ~·I', - PARCEL ND. 619660 0421 J_ ·-.., ... -, I I I HOUSE I I I ~-~ " -r---, \ r """' e''.'l'-----"'. _J i ~L NO. 619660 0422 L :~ PARCEL ND, 61-:.)€,60 0420 \ \ ': .\ ... _, ... ~. 1<1! ~1t21- PARCEL NO. 61'~660 0423 --- BAABED 'flllE ITNCE / .... '· I t ~ ~ ~ \ / tri -°'f18-iiJ 0 .. 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A"lt.SE~SEIIIOIH$T.,IUottK*II. •0.oaJAC ' l!SITBI J/l'j21Xl5. j ----------------_ ---_ _H0.3Pf)(P) __J S8S'5110°'E 1J:Z0.M C ------------------------- FOJle-lleAll',,mJ,Cll!;NWi\(,IO .TIQ',Alllmisu::ni;Nl)F111111AW.. :sE~SE'IIOTHST.tTotOOIII. la!J1'l;ll/l',/2!m _,,_,_ -... ,,.. I S.E. 180TH STREET LINE TABLE .,. .. KC f'llNID :\Rift / FllKl,.,__W/P.IIDIN CASE. UM OOIII. ,\T NlERSEC1Ul l)F' 11511 AVE.. SE /Ml SE 1M11 ST. \fflED 11/Z5./115. '2033 "" ""'"' " l2 21.93' u 14.oo' l< ·-·· '''"'" ,.,.,,.,,., Slllf5110"1 S01"11!150 11 Nl!r.i11 OWN. B'I' DAVIS -OPHUS SHORT PLAT 1201 MONSTER ROAD s.w .• sum: '320 RENTON, WA MOOS c,s OATIC I JOB NO. OCTOBER 31, 2007 06-0Jt '""' ~ "-~ CHKD. 8'1' KRA = 1·_~40' ~ ;j ' • • i ' ' t : I ITT 1 ' "' i. jl z I w ~ :c ~ i~ ;,I TO: FAX NO.: PHONE NO.: ti King County Department of Development and Environmental Services 900 Oakesdale Avenue Southwest Renton, WA 98057-5212 206-296-6600 TTY 206-296-7217 www.metrokc.gov FAX COVER SHEET Total number of pages i luding this cover sheet: Date: "':2j } J Oz:> Time: 2- From: )61~Y) CtCl\::\,S&Cv) Sender's Name Phone: 7£Jlo -Z q ([, -7 I ~ 7 Sender's Phone Permit Name/Number: Le (cce 04,,2,, Comments: FAX NO.: Current Planning Section/LUSD/DDES -206.296-7051 TRANSMITTED TO THE FOLLOWING PARTIES OF RECORD FOR L06S0043: BYERS MAYNARD & JENNIFER P.O. BOX 60213 RENTON WA 98058 CLAUSSEN, KIM PROGRAM MANAGERIII DDES/LUSD DINSMORE LISA SUPERVISOR CPLN LUSD MS OAK DE 0100 FOLLMER, MARK PRELIMINARY REVIEW ENGINEER DDES / LUSD FOSTER, CURT SR. ENGINEER DDES / LUSD GOUGH DEVELOPMENT ATTN: TOM GOUGH 3002 SOUTH WALKER ST SEATTLE WA 98144 OFFE DARRELL 13932 SE 159TH PL RENTON WA 98058 OPHUS JENNIFER 17644 118TH AVE SE RENTON WA 98055 SANDERS JIM DEVELOP ENGR ERS LUSD MS OAK DE 0100 SCHARER, KAREN PROJECT MANAGER II DDES/LUSD TAMBURELLI JOHN AGENT FOR OPHUS PROP LLC 646 SW 134TH ST BURIEN WA 98146 TOWNSEND STEVE SUPERVISOR LUIS LUSD VAN LANINGHAM CHAROLETTE OPHUS PROPERTY LLC 1201 MONSTER RD SW, #320 RENTON WA 98055 WHITING KELLY KC DOT ROAD SVC DIV MS KSC TR 0231 TRANSMITTED TO THE FOLLOWING PARTIES OF RECORD FOR L06S0043: BYERS MAYNARD & JENNIFER P.O. BOX 60213 RENTON WA 98058 CLAUSSEN, KIM PROGRAM MANAGERIII DDES/LUSD DINSMORE LISA SUPERVISOR CPLN LUSD MS OAK DE 0100 FOLLMER, MARK PRELIMINARY REVIEW ENGINEER DDES / LUSD FOSTER, CURT SR. ENGINEER DDES / LUSD GOUGH DEVELOPMENT ATTN: TOM GOUGH 3002 SOUTH WALKER ST SEATTLE WA 98144 OFFE DARRELL 13932 SE 159™ PL RENTON WA 98058 OPHUS JENNIFER 17644 118TH AVE SE RENTON WA 98055 SANDERS JIM DEVELOP ENGR ERS LUSD MS OAK DE 0100 SCHARER, KAREN PROJECT MANAGER II DDES/LUSD TAMBURELLI JOHN AGENT FOR OPHUS PROP LLC 646 SW 134TH ST BURIEN WA 98146 TOWNSEND STEVE SUPERVISOR LUIS LUSD VAN LANINGHAM CHAROLETTE OPHUS PROPERTY LLC 1201 MONSTER RD SW, #320 RENTON WA 98055 WHITING KELLY KC DOT ROAD SVC DIV MS KSC TR 0231 Moe, Judi From: Sent: To: Cc: Subject: Hello Judi 1 Jennifer Henning [Jhenning@ci.renton.wa.us] Wednesday, April 30, 2008 7 19 PM Moe, Judi Scharer, Karen; Claussen, Kimberly; Dinsmore, Lisa Re: FW: L06S0043 Recommendation to Renton Two things on this one. Page 1 of the Report & Recommendation, end of first paragraph {last sentence) under "Description of the Proposed Short Subdivisionn refers to 11 Attachment l" ..... there is no attachment. We need to have the rest of the language on the 11 Report & Recommendation 11 , page 2, uNatural Environment", Item 3, 2nd Paragraph. The last sentence is incomplete: 11 With enhancement to the wetland, the 100 1 wide wetland buffer w 11 Could you provide the additional information to drop into the report? Thank you! t We are mailing the report and decision on Thursday, May 1st. Jennifer Toth Henning, AICP Planning Manager 1055 South Grady Way Renton, WA 98057 425. 430. 7286 (phi jhenning@ci.renton.wa.us >>> 11 Moe, Judi 11 <Judi.Moe@kingcounty.gov> 03/26/08 12:05 PM>>> Hello Jennifer, I am forwarding to you, as requested, the Draft NOD and Report and Recommendations for L06S0043, Ophus. I will also be mailing paper copies to you of the following: Draft NOD, Report and Recommendations, Labels for mailing the NOD to parties of record and property owners within the 500 1 radius, and Customer Information Bulletin 25. Please let me know if I can help with anything else. Thank you, Judi > > From: Scharer, Karen > Sent: Wednesday, March 26, 2008 9:02 Nil > To: Moe, Judi > Cc: Claussen, Kimberly > Subject: L06SOD43 Recommendation to Renton > > Judi -Please forward these documents to Jennifer. > > <<L06S0043 Short Plat Renton Recommendation Final .doc>> <<L06S0043 > SHORT PLAT NOD DRAFT.doc>> > > > Karen J. Scharer, Program/Project Manager II Current Planning Section, > Land Use Services Division Department Of Development and Environmental > Services 900 Oakesdale Avenue Southwest Renton, WA 98057-5212 > > karen.scharer@KingCounty.gov > Phone 206-296-7114 > (FAX 206-296-7051) > 6196600100/L06S0043 BOGOL YUBOV KONSTANTINE 16721 SE NEWPORT WAY ISSAQUAH WA 98027 6196600060/L06S0043 CARLSON SHEILA H 17702 116TH AVE SE RENTON WA 98058 6196600062/L06S0043 CURRAN BONNIE B 22300 SE 198TH PL MAPLE VALLEY WA 98038 6196600422/L06S0043 DIXON DONALD S+DEANNE E 17634 118TH A VE SE RENTON WA 98058 6196600440/L06S0043 GOUGH THOMAS+SHIRLEY 17644118THAVE SE RENTON WA 98058 2823059053IL06S0043 ILLAHEE PROPERTIES LLC 14049 BEL-RED RD BELLEVUE WA 98007 619660042I/L06S0043 MANIPON JEFFREY+RANIE 17632 118TH AVE SE RENTON WA 98058 6 I 96600280/L06S0043 MITCHELLHW 17803 118TH AVE SE RENTON WA 98058 SDl3/L06S0043 RENTON SCHOOL DISTRICT #403 R. STRACKE, FACILITIES & PLANNING 1220 N 4TH ST RENTON WA 98055 6 I 966000231L06S0043 SANCHEZ-GALVEZ RENE 11625 SE PETROVITSKY RD RENTON WA 98058 6196600120IL06SIJ043 BUCKMEIER LLOYD M+MARLENE J 16547 121ST A VE SE RENTON WA 98058 6196600260/L06S0043 CHIDESTER JErFREY PARKER CHIDESTER VICI 18450 SE I 68TII ST RENTON WA 98058 6196600423/L06S0043 DE NEVERS GENEVIEVE 17636 118TH AVE SE RENTON WA 98058 6196600480IL06S0043 EDWARDS JAMES+LISA 17812118TIIAVESE RENTON WA 98055 61966002 I 9/L06S0043 HOLMGREN Cl IRIS S+CYNTHIA L 17845 I I 8TI-l A VE SE RENTON WA 98058 6196600061/L06S0043 JOHNSON JEFFERY M 17624 116TH AVE SE RENTON WA 98055 6196600481/L06S0043 MCGOUGH JEFFRY A & CYNTHIA 17832118TllAVENE RENTON WA 98058 6196600420/L06S0043 MORGAN MAE I. 17638 118TH A VE SE RENTON WA 98058 6196600361 IL06S0043 RETTINGER :V!ICI IA :Vt 17611118THAVESE RENTON WA 981158 6196600460/L06S0043 SCHULZ RICI IARD Lt DEBRA D 17802 118TH AVE SE RENTON WA 98058 332305902I/L06S0043 BUSSELLE BILLY J I !06 BENSON RD S RENTON WA 98055 RN/L06S0043 CITY OF RENTON DEVELOPMENT SERVICES DIVISION I 055 SOUTH GRADY WAY RENTON WA 98055 6196600285/L06S0043 DIAS WILLIAM R & JUDY K 17809118TH AVE SE RENTON WA 98058 6196600521/L06S0043 FLORENCE GORDON J 17852 118TH A VE SE RENTON WA 98055 6196600465/L06S0043 HOLT TIMOTI IY & KERRY 17806 118TH AVE SE RENTON WA 98058 282305901 I/L06S0043 KING COUNTY 500 KC ADMIN BLDG 5004TH AVE SEATTLE WA 98!04 6196600080/L06S0043 MEL VILLE WESLEY A JR 17718 116TH AVE SE RENTON WA 98058 6196600221/L06S0043 O'KEEFE ROGER G 17853 I 18TII AVE SE RENTON WA 98058 6196600240/L06S0043 ROYER WILSON MILLER 17831118TI-IAVESE RENTON WA 98058 6196600482/L06S0043 SHIRAZ! ELAINE S 17824 118TH AVE SE RENTON WA 98058 • 3323059103/L06S0043 SKAGEN MICHAEL ]+LAURA 12050 SE 178TH ST RENTON WA 98058 2823059012/L06S0043 VANDERSCHELDEN DALE L+ELIZA 21308 SNAG ISLAND DR SUMNER WA 98390 6196600320/L06S0043 VERMA SUNIL K 17633 1!8Tll AVE SE RENTON WA 98058 6I96600360/L06S0043 TORBENSON W D PO BOX 59984 RENTON WA 98058 6196600300/L06S0043 VENABLE HAROLD+HELEN 17645118TII AVE SE RENTON WA 98058 6196600340/I .06S0043 VERMA SUNIL KC MAR 48317 AVALON IIEIGHTS TER FREMONT CA 94539 3323059048/L06S0043 TRAN BRENDAN 12055 SE 178TH ST RENTON WA 98058 6I96600040/L06S0043 VERMA NARINDER KUMAR 48317 A YALON HEIGHTS TER FREMONT CA 94539 3323059025/L06S0043 WILSON GEORGE+SHARON 17834 120TH AVE SE RENTON WA 98058 6196600100/L06S0043 BOGOLYUBOV KONSTANTINE 16721 SE NEWPORT WAY ISSAQUAH WA 98027 6I966000601L06S0043 CARLSON SHEILA H 17702 116TH AVE SE RENTON WA 98058 6l96600062/L06S0043 CURRAN BONNIE B 22300 SE 198TH PL MAPLE VALLEY WA 98038 6196600422/L06S0043 DIXON DONALD S+DEANNE E 17634 118TH A VE SE RENTON WA 98058 6196600440/L06S0043 GOUGI I THOMAS+SHIRLEY I 7644 I 18TH A VE SE RENTON WA 98058 2823059053/L06S0043 11.1.AHEE PROPERTIES LI.C I 4049 BEL-RED RD BELLEVUE WA 98007 6196600421/L06S0043 MANIPON JEFFREY+RANIE 17632 118TH AVE SE RENTON WA 98058 6196600280/L06S0043 MITCHELLHW 17803 I I 8TII A VE SE RENTON WA 98058 SD I 3/L06S0043 RENTON SCHOOL DISTRICT #403 R. STRACKE. FACILITIES & PLANNING 1220 N 4TH ST RENTON WA 98055 6196600023/L06S0043 SANCHEZ-GALVEZ RENE 11625 SE PETROVITSKY RD RENTON WA 98058 6196600120/L06S0043 BUCKMEIER I.LOYD M+MARLENE J 16547 121ST AVE SE RENTON WA 98058 6 I 96600260il.06S0043 CHIDESTER JEfFREY l'ARKER CHIDESTER VICI 18450 SE I68TII ST RENTON WA 98058 619660042311.06S0043 DE NEVERS GENEVIEVE I 7636 I I 8TH A VE SE RENTON WA 98058 6 I 96600480/L06S0043 EDWARDS JAMES t LISA 178I2118Tl!AVESE RENTON WA 98055 6196600219/L06S0043 HOLMGREN Cl IRIS SrCYNTHIA L 17845118Tl!AVESE RENTON WA 98058 6 i 96600061/L06S0043 JOHNSON JEFFERY M 17624116TH AVF SF RENTON WA 98055 6196600481/L06S0043 MCGOUGI I JEl,'l,'R Y A & CYNTHIA 17832 I 18TII AV!, l\L RENTON WA 98058 61966004201L06S0043 MORGAN MAEL 17638118TIIAVESE RENTON IV A 98058 619660036 I/Lll6S00.J3 RETTINGER MICII,\ M 17611118TI-IAVESE RENTON W/\ 98058 6196600460/L06S0043 SCHULZ RICI IARIJ L+DEBRA D 17802 l lSTll 1\VE SE RENTON IV A 98058 332305902I/L06S0043 BUSSELL[ BILLY J 1106 BENSON RD S RENTON WA 98055 RN/L06S0043 CITY OF RENTON DEVELOPMENT SERVICES DIVISION I 055 SOUTH GRADY WAY RENTON WA 98055 61966002851L06S0043 DIAS WILLIAM R & JUDY K 17809 I 18TII AVE SE RENTON WA 98058 619660052IIL06S0043 FLORENCE GORDON J 17852 I 18TII A VE SE RENTON WA 98055 6196600465n,06S0043 HOLT TIMOTHY & KERRY 17806 118TH AVE SE RENTON IV A 98058 282305901l/L06S0043 KING COUNTY 500 KC ADMIN BLDG 500 4TH AVE SEATTLE WA 98104 6 I 96600080/L06S0043 MELVILLE WESLEY A JR 17718 116TH AVE SE RENTON IV A 98058 6I9660022I/L06S0043 O'KEEFE ROGER G 17853 118TH A VE SE RENTON WA 98058 6 I 96600240/L06S0043 ROYER WILSON MILLER 17831 118TH A VE SE RENTON IV A 98058 6196600482/L06S0043 SHIRAZ! ELAINE S 17824118TH AVE SE RENTON WA 98058 3323059I03/L06S0043 SKAGEN MICHAEL )+LAURA 12050 SE 178TH ST RENTON WA 98058 28230590l2/L06S0043 VANDERSCHELDEN DALE L+ELIZA 21308 SNAG ISLAND DR SUMNER WA 98390 61966003201L06S0043 VERMA SUNIL K 17633 I 18TII AVE SE RENTON WA 98058 6196600360/LOGS0043 TORBENSON W ll PO BOX 5998-1 RENTON WA 98058 6196600300/L06S0043 VENABLE I IAROLD+HELEN 17645118THAVESE RENTON WA 98058 6196600340/1.06SOCH3 VERMA SLINIL KUMAR 48317 AVAl.0'1 IIEIGIITSTER FREMONT C\ 94539 3323059048/L06S0043 TRAN BRENDAN 12055 SE 178TH ST RENTON WA 98058 6 I 96600040/L06S0043 VERMA NAR!NDER KUMAR 48317 AV ALON HEIGHTS TER FREMONT CA 94539 3323059025/L06S0043 WILSON GEORGE+SHARON 17834 120TH AVE SE RENTON WA 98058 Message L O?c5c,oy 3 Moe, Judi From: Claussen, Kimberly Sent: To: Thursday, March 06, 2008 11 :56 AM Moe, Judi Cc: Dinsmore, Lisa Subject: FW: Benson Hill Permitting FINAL draft 1-25-08 Per the meeting today -we will hold off mailing L06S0043/0phus. Thanks From: Claussen, Kimberly Sent: Thursday, March 06, 2008 7:44 AM To: Moe, Judi Subject: RE: Benson Hill Permitting FINAL draft 1-25-08 yes -stay tuned, we have a meeting at 11 am today- From: Moe, Judi Sent: Thursday, March 06, 2008 7:42 AM To: Claussen, Kimberly Cc: Dinsmore, Lisa Subject: FW: Benson Hill Permitting FINAL draft 1-25-08 Importance: High Kim, is this the one I'm preparing to mail tomorrow, L06S0043? From: Dinsmore, Lisa Sent: Thursday, March 06, 2008 7:33 AM To: Claussen, Kimberly Cc: Moe, Judi Subject: FW: Benson Hill Permitting FINAL draft 1-25-08 Importance: High Page I of I Kim -please bring the Orphus short plat to our 11 00 meeting so we can figure out what to do with ii. Thanks, Lisa From: Sandin, Randy Sent: Thursday, March 06, 2008 7:32 AM To: Sanders, Jim; Dinsmore, Lisa; Andrus, Deidre; Townsend, Steve; Locsin, Ramon; Bottheim, Steve; Deraitus, Elizabeth Cc: Miles, Joe; Attebery, Tim Subject: FW: Benson Hill Permitting FINAL draft 1-25-08 Attached is the DRAFT of the Benson Hill interlocal. It is anticipated that this interlocal will be signed by the executive next week and will go into effect immediately upon signing. The instructions for land use permits are included in Part 2. We will get a final version to you once it is signed. But until it is signed, we shouldn't be making final decisions on any of the pending applications we are reviewing. Thanks. 03/06/2008 ® King County Department of Development and Environmental Services Land Use Services Division 900 Oakesdale Ave SW Renton, WA 98057-5212 L06S0043 -Ophus Short Plat DOES Project Number A.FF I DAVI' OF POSTING ~ [e c CT:: 11 \\21t~ ~i NOV 1 5 2.006 -- K.C. D.D.E.S. , hereby affirm that I have posted the (print name) X Notice of Permit Application -Other --------------- /J {j_ I J I on the V/ day of NO V £,mb ec: , 2006, 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): •, I -r/i /j 1) 11& t/7: -11 'ef ~ 1-+v-e 2) _________________________ ~ 3) ------------------------- 1 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. Improper posting or failure to return the affidavit within 7 days shall be cause for the final decision regarding your r-\ permit to be postponed. . \ MAIN FILE COPY r:/{ ® King County i C;::.-. ;, ·. ,,., :' __ ;: I·~ ·< ·'< ' ';-' i; I •. ' _n__ NO v J ;, li,% .< C i)[, f :: Department of Development & Environmental Services 'JOO OAKtSLl/\Lc f'..V[ SW RfNTON W.f\ 'ltlUSS· 1719 ~1 l AC[ STAMP Hl::HE King County Department of Development and Environmental Services Land Use Services Division 900 Oakesdale Ave SW Renton, WA 98057-5212 October 30, 2006 Notice Board & Posting Procedures Instruction Package Notice of Application L06S0043 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. The sign must be up and notices posted 14 days from the date of the complete application letter. 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 of your application. The sign must not obstruct the view of pedestrians or vehicular traffic. 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 MA\N fll.E COPY <® King County Department of Development and Environmental Services Land Use Services Division 900 Oakesdale Ave SW Renton, WA 98057-5212 L06S0043 -Ophus Short Plat DDES Project Number AF'FIDAVIT OF POSTING I, _____________ ~, hereby affirm that I have posted the following: (print name) X Notice of Permit Application n Other _______________ _ on the day of , 2006, 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. Improper posting or failure to return the affidavit within 7 days shall be cause for the final decision regarding your permit to be postponed. ® NOTICE BOARD REQUIREMENTS- NOTICE OF APPLICATION King Cuunly Dept. of Development and Environmental Services Land Use Services Division 900 Oakesdale A venue Southwest Renton, Washington 98057-5212 Per King County Code Section 20.20.060, a notice board must be prepared and posted for your land use application. Please prepare and post 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 supply of copies throughout the posting period. 4 FT ® NOTICE OF PROPOSED LAND USE ACTION King County Department of Development and Environmental Services Land Use Services Division 900 Oakesdale Avenue Southwest Renton, Washington 98057-5212 Call (206) 296-6600 Type of Action: Proposal: File No.: NOTICE OF APPLICATION 8.5" X 14" LAMINATED 4 FT EXAMPLE COPIES OF NOTICE OF APPLICATION IN VINYL JACKET Notice Board Requirements-NOA 8/8/01 Pg 1 Standards for Locating and Installing Notice Board The notice board shall be located and installed to the specifications described below. Number of Notice Boards required for this application: ONE ( 1 ) Special Instructions: Notice board shall be located: on the property frontage along 1181h Avenue 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 and does not obstruct the view of pedestrians or vehicular traffic. 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 be installed within 14 days after Land Use Services 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 of the 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: Short Subdivision Proposal: Subdivide a 89,156 sq.ft. parcel into 7 residential lots File No.: L06S0043 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 Rogers, Carol From: Sent: To: Subject: Attachments: L06S0043Type 2 IOA.doc (59 KB). Scharer, Karen Thursday, October 26, 2006 5:32 PM Goll, Shirley; Rogers, Carol L06S0043 NOA L06S0043Type 2 NOA.doc I sign in front on 118th ave SE Notice to City of Renton & Maple Valley Karen J. Scharer Program/Project Manager II Current Planning Section Land Use Services Division Department Of Development and Environmental Services 900 Oakesdale Avenue Southwest Renton, WA 98055 206-296-7114 FAX 206-296-7051 karen.scharer@metrokc.gov STATE OF WASHINGTON, COUNTY OF KING } AFFIDAVIT OF PUBLICATION PUBLIC NOTICE Jody L. Barton, being first duly sworn on oath that she 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 continuously as a daily newspaper in King County, Washington. The King County Journal has been approved as a Legal Newspaper by order of the Superior Court of the State of Washington for King County. The notice in the exact form annexed was published in regular issues of the King County Journal (and not in supplement form) which was regularly distrihutcd to its subscribers during the below stated period. The annexed notice, a Public Notice was published on November 2, 2006. The full amount of the fee charged for said foregoing publication is the sum of $241.00. Jody~n LegaJAdvertising Representative, King County Journal Subscribed and sworn to me this 2"' day of November, 2006. ' ··1 -:i--' / ' _.') . c//(J.//{·) B D Cantelon Notary Public for the State of Washington, Residing in Kent, Washington PO Number: KING COUNTY DEPT. OF DEVELOPMENT & El\"V!RONMENTAL SERVICES <DDES) 900 Oakesdale Ave SW, Renton, WA 98057·5212 NOTICE OJ,' LAND USE PERMIT APPLICATIONS REQUEST: SHORT SUBDIVISION File: L06S00<13 Ophus Applicant: Charlotte VanLaningham Location: Located at the east side of 118th Ave SE, at 17644. Propo;;al: Subdivide a 89,156 sq.ft. parcel into 7 residential lou. Prq_ject Manager: Karen Schare,~ 206-W6-71 H CO'i!MEKT l'l(()CEllUlE;i: DDES will 1,:.-;up ct decio-ion 011 this application following .--i 21-rb_y comment period ending 011 Decemhf'l' 4:,__ _ 2006. Wntten c0mnwnt,: ,md ;~d;fil.ionnl informati(m cnn h;; obtained hy contactinir the prqject manager at the phone number listed above. REQUF:ST: t'ORMAL SUBDIVISION File: L06P0016 Sedona Ridge Applicant: Schneider Homes Location: Located bet\veen 8. 812th St and S. :n6th St,. Propo.sal: Subdivide 12.94 acres into 76 residential lot.c:. Project Manager: Karen Sdrnrer, '.206-2H6·7114 COMMENT PIWCEDURES- Comment.s on the above file arc now being acn•pted by King County DDES, at. the add res~ listed abov<'. Published this 2nd day of November, 2006. Published in the King County Journal Novcmb<.'r 2, ~006. #86:W:-11 {[tJ Seattle <!rimt.W REPRESENT! NG THE .Seattle Jotil-Jntclligenc:ct" KC /DEV & ENVIRON ATIN JACQUIE GONDOLA 900 OAKESDALE AVE SW RENTON, WA 98055 Re: Advertiser Account #78871004 Ad #: 728561600 3588427 / 3 STATE OF WASHINGTON Counties of King and Snohomish PO Box 70, Seattle, WA 98111 Affidavit of Publication The undersigned, on oath states that he/she is an authorized representative of The Seattle Times Company, publisher of The Seattle Times and representing the Seattle Post-Intelligencer, separate newspapers of general circulation published daily in King and Snohomish Counties, State of Washington. The Seattle Times and the Seattle Post-Intelligencer have been approved as legal newspapers by orders of the Superior Court of King and Snohomish Counties. The notice, in the exact form annexed, was published in the regular and entire issue of said paper or papers and distributed to its subscribers during all of the said period. The Seattle Times 11/02/06 Agent 1\'n ,-, \ C . \-:-\ 1c:;ili-Signature \\\Q..,\.,(,_..,r (I , I • REPRESENTING THE .$cattlc:l1Joal-lntelligenccr Re Advertiser Account #78871004 Ad TEXT:KING COUNTY DEPT. OF DEVELOPMENT & ENVIRONMENTAL SERVICES (DDES) 900 Oakesdale Ave SW, Renton, WA 98057-5212 NOTICE OF LAND USE PERMIT APPLICATIONS REQUEST, SHORT SUBDIVISION FIie: L06SD043 Ophus Applicant: Charlotte Vanlaningham Location: Located at the east side of 118th Ave SE, at 17644. Proposal: Subdivide a 89,156 sq.ft. parcel inlo 7 resldentlal lots. Project Manager: Karen Scharer, 206-296-7114 COMMENT PROCEDURES: DOES will issue a decision on this application following a 21- day comment period ending on December 4, 2006. Written com ments and additional informs lion can be obtained by contact ing the project manager at the phone number listed above. REQUEST: FORMAL SUBDIVISION File: L06P0016 Sedona Ridge Applicant: Schneider Homes Localion: Located between S. 312th St and S. 316th St. Proposal: Subdivide 12.94 acres into 76 residential lots. Project Manager: Karen Scharer, 206-296-7114 COMMENT PROCEDURES: Comments on the above file are now being accepled by King County DDES, at the address listed above. Published this 2nd day of November, 2006. Ad # 728561600 Rogers, Carol From: Sent: To: Subject: Please confirm receipt. Rogers, Carol Monday, October 30, 2006 9 04 AM 'Legals'; 'legals.bellevue@kingcountyjournal.com' Legal ad for publ. on Wed. 11/2 L06S0043, L06P0016 Please publish the accompanying, legal notice in your newspaper on WEDNESDAY. November 2, 2006, which will meet our 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, 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 (DOES) 900 Oakesdale Ave SW, Renton, WA 98057-5212 NOTICE OF LAND USE PERMIT APPLICATIONS REQUEST: SHORT SUBDIVISION File: L06S0043 Ophus Applicant: Charlotte Vanlaningham Location: Located at the east side of 1181h Ave SE, at 17644. Proposal: Subdivide a 89,156 sq.ft. parcel into 7 residential lots. Project Manager: Karen Scharer, 206-296-7114 COMMENT PROCEDURES: DDES will issue a decision on this application following a 21-day comment period ending on December 4, 2006. Written comments and additional information can be obtained by contacting the project manager at the phone number listed above. REQUEST: FORMAL SUBDIVISION File: Applicant: Location: L06P0016 Sedona Ridge Schneider Homes Located between S. 312 1h St and S. 316'h St. Proposal: Subdivide 12.94 acres into 76 residential lots. Project Manager: Karen Scharer, 206-296-7114 COMMENT PROCEDURES: COMMENT PROCEDURES: Comments on the above file are now being accepted by King County DDES. at the address listed above. Published this 2"' day of November, 2006. cc: Accounts Payable, Administrative Services Division, ODES Application File(s): L06S0043; Ophus short plat application notice L06P0016; Sedona Ridge plat application notice Seattle Times acct #078871004 MAIN Fll.E COP¥ • Legal ad for publ. on Wed. 11/2 L06S004J, L06PQtU~.~Message (HTML) ~ tlJ Eile· Edtc:.%~~/>I.nsert FQrmat Tools Acticrn Help j ;::"~~P~,,~4':~,~lyto AJI , &t.::~;d !~, :pmj,,J,~: .. 'f' I From: Legals (legal~letrnes.com) To: Rogers, c~ ec, Subje(t: LeQ_,l~dforpubl. on Wed. 11/2 L06S0043, L06P0016 Hi Carol. Youz Legal Noticuequest unde1 AD# 3538427 is 11chedultd t-o run Ihllrd.u,:':4~:mber 2, 2006 (T:imu only) for$ 9188. Thanks, Elt&.nor From: RoJers, Carol [mail1D:Carol.RogerS@M:TROKC.GOVJ Sent: !vlonday, Octcber 30, 2C06 9:0<1 AM To: Legals; legals.bellevue@kingcounty)Ournal.rnrn Subject: legal ad lbc publ. c,, Wed. 11/2 L06S0043, L06P0016 Pfoase coufitm receir,t. I h. \..L j'l,..~, Please publish the accompanying, legal notice m your newspsiper on WfltiifSDA¥. Nov.a.nib.et 2, 2006, which will meet our minimum legal notice requirement Should this no! be possible, please caU or fa:a me lnun&di1ltely. Submit your invoice and 3 copies of the affidavit of publication to At:cottrm P,1rabfo, ,1,s snon ,1fte1 p11blico1tiou ,1-s 1rnsslble, m order for us to enter legal proof of public:.ition in our file records, and so that we may proce~."' :c.;irne foi pc1f1: enl. Allachmen1: Legal Notice KING COIJNTY CIEPT. OF UEVELOPMENT Monday, Oct 30, 2006 09:41 AM User: rogersca Computer: DE235364 Os: Windows NT Version: 5.1 Sert: Mon 10/30(2006 9:39 AM • RE: Legal 11.d for publ. on Wed. 11/Z L06SOO~:J;=(D§J .16 -Message (HTML) .. --------- Ei<! ····~·~·· ~:teW Insert FQrmat -lqols Actk:ro tfelp L,,,.~~~~~ ',·4~.~~ .~ ~~~J,~~,~~~,:,"~,,,::ec~Jaiii, ... "" From: Jody Barton [jody.barton@kioocountYJOUtr'lcil.com] Seot: Mon lO!XJ/200611:16 AM To: Rogers, carol Cc: 5'..ib,ect: RE: leg~~ for publ, on Wed, 11/2 L06500"3, L06POOl6 Good Morning Caro Ill I have received your email with the attachment and will publish the notice (r,,: f;le. #'s l06S0043 & l06P0016) in the Thursday. November 2, 2006 edition of the King County Journal. Thank you!! Jody Jody Barton Legal Adverti:.ing Reptes mt,s,bve 'King County Jown~ Newspopers 600 Wuhingtor.i Ave. S. PO Box 130 Kent, WA98035 2l3-l34-3l06 (l'hono) 1.B-8.59-9737 (F 4X) •we come to love not by finding a pttfect pers¢n, but by learning to see an m1pt1ff,;t pt1son petfectly.tt -----Ongma.l Mu ~~ge----- f'rowt: Rogers, Carnl [ma:ilto:C~J Rogm@METROKC.GOV] Sut: Monday, Oetobtr 30, 2006 9 04 AM To: Legals; l!gals bellevue@bngcount}l)oumaLcom ........ :A~·· f "'"'A1 ~..i . .::~~ ,._._,q_ ·"·"'·T;i:Jt,A .l\ 'U-.~~.IIJ ... ' .. ".'¥.t!:".\0t.O:: .•.• Monday.Oct30,2006 11113AM User: rogersca Computer: DE235364 Os: Windows NT Version: 5.1 King County Department of Development and Environmental Services Land Use Services Division 900 Oakesdale Avenue Southwest Renton, Washington 98057-5212 Applicant: Charlotte Vanlaningham 1201 Monster Rd. SW #320 Renton, WA 98055 425-2211-5959 ftotice of Application (Type 2) File No: L06S0043 /Ophus Date Application Filed: 07/11/2006 Date Determined Complete: 10/26/2006 DDES Project Manager: Karen Scharer, 206-296-7114 Email: karen.scharer@metrokc.gov Project Location: Project Description: Located at the east side of 1181h Ave SE. at the address of 17644. Subdivision of a 89,156 square foot property into 7 lots, each approximately 2600 square feet to 3,100 square feet in size with active recreation area, drainage vault and permanent critical areas tract to preserve wetland area. Permits requested in this application: Short Plat Relevant environmental documents are available at the above address: Environmental Checklist, Wetland Study & Level 1 Drainage Analysis Development regulations to be used for project mitigation, known at this time: Codes as listed below. Consistency with applicable County plans and regulations: This pro.posal will be revjewed for compliance with all applicable King County codes including Roads Standards, Surface Water Design Manual, and Critical Areas Codes. Other permits not included in this application, known at this time: None The Department of Development and Environmental Services (DDES) will issue a decision on this application following a 21-day public comment period which ends on December 4, 2006. Written comments on this application must be submitted to ODES at the address below. A public hearing is not required for this application prior to the DDES decision. However, the DDES decision may be appealed to the King County Hearing Examiner, who would conduct an appeal hearing prior to making a decision on the appeal. Details of the appeal process will be included in the notice of decision. Any person wishing additional information on this proposed project should contact the Project Manager at the phone number listed above. 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 206-296-7217 (TTY). Department of Development and Environmental Services Land Use Services Division 900 Oakesdale Avenue Southwest Renton, Washington 98057-5212 Date of Mailing: November 9, 2006 =---=---------=----=-=-=----=-===================== If you wish to receive a copy of the DDES report and decision of this application, ccmplete and return this portion of the notice to the Land Use Services Division at the address listed above. File No. : L06S0043 ( 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 Type2 NOA ft1A1N FILE COP~ ® • \ • rft. ~ 0 0 cf). ~ 0 ~ ~ SHORT PLAT NO. L S ~ KING COUNTY, WASHINGTON RECORDING NO. SCAl.fc IIMll"40 ft. VOL/PAGE KC Pel« I) BR ll04080«11«1 PORTION Of =-=~IWta: f'IUlld.CASt,'7,4"0IIC,IICII f'IUO IQI" C8, nr'C:.:. ~ JIICI ![ 17'11 ST. u'i DK ~ I'll, AJ IIRltSIC1QI W tlllll ME ~ =.»,.,,._ t a ... u.,.,,,_,.,,..,_ S.E. 17STH STREET ~1/4 of~1/4. s.~T.2:lN R.~ "f ~ --~ ---------..!!'.!!.'2n'l~1!t7£!.L __ _ ;n IS :;4~ IWl'(C)Nl.73'(1") -----------, f ' I ~p• I ! 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BY CJS alKO. BY "" 1201 110NStER ROAD S.W~ $UTE fl20 ll9fflll, ... 19.l'.1:i DATE .Alt: 15, 20Cl5 SCAl£ 1"•4'i "" NO. O!-<IJ, "''" ' i ~ Of'_ 1 • I ;1 •I l ~· _, @ ~I ~ c'-1 = ..-.-~~ ...J @ 2, @S d, ~ 0 0 (.) -i.. N9tice King County of Application Department of Development and Environmental Services Land Use Services Division 900 Oakesdale Avenue Southwest Renton, Washington 98057-5212 (Type 2) Applicant: Charlotte Vanlaningham 1201 Monster Rd. SW #320 Renton, WA 98055 425-228-5959 File No: L06S0043 /Ophus Date Application Filed: 07/11/2006 Date Determined Complete: 10/26/2006 DOES Project Manager: Karen Scharer, 206-296-7114 Email: karen.scharer@metrokc.gov Project Location: Located at the east side of 1181h Ave SE. at the address of 17644. Project Description: Subdivision of a 89,156 square foot property into 7 lots, each approximately 2600 square feet to 3,100 square feet in size with active recreation area, drainage vault and permanent critical areas tract to preserve wetland area. Permits requested in this application: Short Plat Relevant environmental documents are available at the above address: Environmental Checklist, Wetland Study & Level 1 Drainage Analysis Development regulations to be used for project mitigation, known at this time: Codes as listed below. Consistency with applicable County plans and regulations: This proposal will be reviewed for compliance with all applicable King County codes including Roads Standards, Surface Water Design Manual, and Critical Areas Codes. Other permits not included in this application, known at this time: None The Department of Development and Environmental Services (ODES) will issue a decision on this application following a 21-day public comment period which ends on December 4. 2006. Written comments on this application must be submitted to DOES at the address below. A public hearing is not required for this application prior to the DOES decision. However, the ODES decision may be appealed to the King County Hearing Examiner, who would conduct an appeal hearing prior to making a decision on the appeal. Details of the appeal process will be included in the notice of decision. Any person wishing additional information on this proposed project should contact the Project Manager at the phone number listed above. 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 206-296-7217 (TTY). Department of Development and Environmental Services Land Use Services Division 900 Oakesdale Avenue Southwest Renton, Washington 98057-5212 Date of Mailing: November 9, 2006 If you wish to receive a copy of the ODES report and decision of this application, complete and return this portion of the notice to the Land Use Services Division at the address listed above. File No. : L06S0043 ( 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 Type2 NOA • ,. ~ ~\ 0 0 if). tO 0 ~ RECORDING NO. VO.../PAGE. ~ SHORT PLAT NO. L....,S_ ~ KING COUNTY, WASHINGTON SCALE: 11Dab•40 It. ao .o 1111 eo 100 PORTION Of" ~1/4 of~l/4, s.~T.23N R.~ IP, mJII) at --·---1'--::.=s J'l',, Mt. SE RUii IICII IN OIIS, n4" 011C. 11111 ~ .. ~ .. ,-t :.:~i::_ME S.E. 17STH STREET ~------_________ leffl'25"W1~1m•~-T = ---------------~ t ' I ib' I I Ii' .M' I 111!!rv- R-6 / R-6 I R-6 f PARCEL NO. 619660 0421 __ L __ PARCEL NO. 619660 0422 __ __J --PARCEL NO. 619660 0423 ____ 1 l .Ln I, Ii,, 1! ::< R-6 i R-6 PARCEL ND, 619660 0420 I iJ 11 • . b w . ~t , /I ~ I I '1 I "" s..... ( . '!!.r··-· --· \ \ ' \ ' ,:,, I \ / ) -......., ~. I I . I ! U) ,, ...l<.:, ..... ,,~ , :l , """, ,_ , ~Wr~ . ,, , tt.. ", , r¥1 11 ,.._'" e,,IIIIEJ;I ll!i FE:rqf U) ~ ui! i 11 ~ fi'l~~i, z iii zf t ~ f ~i ~ \/ 'cc i!: ,11 i!: \I I i ~ i,I ~ i: rt .... II ,... .&,I ... I I PARCEL ND, 619660 0465 ,_-;: R-6 ,_, , 111 11.1 c:;;~·--1 R-II I ,3 ------.J I I J J f IP PARCEL ND. 619660 0460 ~ I ~ I l;; ro..J-llc:..£LEM•uo;11 I~ 8 dM..T. CONC., Al "1Ut!i(r;O !IF UPI teQ.2.l'OO IIIQ.Jl'(Pj ·~~ ~ :;.~ W/9l st~ 0,J't -1 J . ,-~ ---------------------,,..n~m __________________________ _ & 'a I. ~ IOI II CASE, nlllE O 'l,IU'.,II &TIID(,AT~IIF111111AI£ EIIIIIIIEI-Sf,l.rt~ ...,,,.,,,,_ S.E. 180TH STREET 0 "' "' C, ,., (•J ,•, ,•, ci z _J w u 0: " :; 1 KC, f'AMI II 38J8 ~·-~ ~ DA\15 -OPHUS Slla!T Pl.AT 1201 IOIS1t1I ROM) s:r, 9.ITE fJ2fJ RDCTilM, WA tPJ'j / f11111AUM9UIIIQll'l/l'\ll(Jtll ~l.1:1:tOOIIN,ATWfflllSl:t1UICI' tt11111Nl..!EMl)![1MlHSf. -·~ .. o,, ~ ....... D'MII. BY c.,; CHKO. BY "" "" ,UE 15. 2IXll SCM.£ 1"~ JOB NO. "'""' SHEET ' ~ ~ ~ "' ~I ii II 1' i1 j ii .. (,-~ 1_S?.) 'i~ .... t'~1 ,---' .. <~_J --j t~~j §: ~ --...-- _J :.::> l,\~-~'. \ --./-~} C:i~~J \I) Ul Cl D 0 •,.I' CLAUSSEK KIM PROGRAM MANAGER lll DDES/LUSD FOLLMER, MARK PRELIMINARY REVIEW ENGINEER DDES / LUSD FOSTER, CURT SR. ENGINEER DDES / LUSD OPHUS JENNIFER 17644 118TH AVE SE RENTON WA 98055 SCHARER, KAREN PROJECT MANAGER II DDES/LUSD VAN LANING! IA!v! CHAROLETrE OPHUS PROPERTY LLC 1201 MONSTER RD SW, #320 RENTON WA 98055 WIIITING, KELLY KC DOT ROAD SERVICES DIVISION MS: KSC -TR -0231 L06S0043 L06S0043 L06Sllll43 L06SOIHJ L06SIIIJ43 L06Sll041 L06SOIJ4l 6196600120/L06S0043 BUCKMEIER LLOYD M+MARLENE J 16547 121ST AV SE RENTON WA 98058 6196600260/L06S0043 CHIDESTER JEFFREY PARKER CHIDESTER VICI 18450 SE 168TH ST RENTON WA 98058 6196600285/L06S0043 DIAS WILLIAM R & JUDY K 17809 118TH AV SE RENTON WA 98058 2823059053/L06S0043 FERNANDEZ JULIANA M+AUSTRIA RONALD F 18320 SE 151ST CT RENTON WA 98058 3323059048/L06S0043 HASBARGEN K W PO BOX 58772 RENTON WA 98058 6196600465/L0650043 HOLT TIMOTHY & KERRY 17806 118TH AV SE RENTON WA 98058 6196600380/L06S0043 K-BEST CONSTRUCTION INC PO BOX 1790 SNOHOMISH WA 98201 6196600481/L06S0043 MCGOUGH JEFFRY A & CYNTHIA 17832 118TH AV NE RENTON WA 98058 6196600221/L06S0043 O'KEEFE ROGER G 17853 118TH AV SE RENTON WA 98058 6196600240/L06S0043 ROYER WILSON MILLER 17831118TH AV SE RENTON WA 98058 3323059021/L06S0043 BUSSELLE BILLY J 1106 BENSON RD S RENTON WA 98055 PL33/L06S0043 CITY OF RENTON ECONOMIC DEVELOPMENT DIVISION 1055 SOUTH GRADY WAY RENTON WA 98055 6196600422/L06S0043 DIXON DONALD S+DEANNE E 17634 118TH AV SE RENTON WA 98058 6196600521/L06S0043 FLORENCE GORDON J 17852 118TH AV SE RENTON WA 98055 6196600219/L06S0043 HOLMGREN CHRIS S+CYNTHIA L 17845 118TH AV SE RENTON WA 98058 6196600061/L06S0043 JOHNSON JEFFERY M 17624 116TH AV SE RENTON WA 98055 2823059011/L06S0043 KING COUNTY 500 KC ADMIN BLDG 500 4TH AV SEATILE WA 98104 6196600080/L06S0043 MELVILLE WESLEY A JR 17718 116TH AV SE RENTON WA 98058 6196600440/L06S0043 OPHUS JENNIFER K 17644 118TH AV SE RENTON WA 98055 6196600023/L0650043 SANCHEZ-GALVEZ RENE 11625 SE PETROVITSKY RD RENTON WA 98058 6196600060/L06S0043 CARLSON SHEILAH 17702 116TH AV SE RENTON WA 98058 6196600062/L06S0043 CURRAN BONNIE B 22300 SE 198TH PL MAPLE VALLEY WA 98038 6196600480/L06S0043 EDWARDS JAMES+LISA 17812 118TH AV SE RENTON WA 98055 6196600100/L06S0043 FREILINGER NINA 14910 272ND AVE BUCKLEY WA 98321 6196600220/L06S0043 HOLMGREN CHRIS+CYNTHIA 17845 118TH AV SE RENTON WA 98055 6196600381/L06S0043 K-BEST CONSTRUCTION INC PO BOX 1790 SNOHOMISH WA 98201 6196600421/L06S0043 MANIPON JEFFREY+RANIE 17632 118TH AV SE RENTON WA 98058 6196600280/L06S0043 MITCHELL H W 17803 118TH AV SE RENTON WA 98058 SD13/L06S0043 R. STRACKE, FACILITIES & PLANNING RENTON SCHOOL DISTRICT #403 1220 N 4TH ST RENTON WA 98055 6196600460/L06S0043 SCHULZ RICHARD L +DEBRA D 17802 118TH AV SE RENTON WA 98058 6196600482/L06S0043 SHIRAZ! ELAINE S 17824 118TH AV SE RENTON WA 98058 6196600361/L06S0043 TORBENSON KRIS M+ TORBENSON JUDY M 17611118TH AV SE RENTON WA 98058 2823059012/L06S0043 VANDERSCHELDEN DALE L +ELIZA 21308 SNAG ISLAND DR SUMNER WA 98390 6196600325/L06S0043 VERMA SU NIL K 17633 118TH AV SE RENTON WA 98058 3323059025/L06S0043 WILSON GEORGE+SHARON 17834 120TH AV SE RENTON WA 98058 3323059103/L06S0043 SKAGEN DAVID 12050 SE 178TH ST RENTON WA 98058 6196600360/L06S0043 TORBENSON W D PO BOX 59984 RENTON WA 98058 6196600300/L0650043 VENABLE HAROLD 17645 118TH AV SE RENTON WA 98055 6196600320/L0650043 VERMA SUNIL K 17633 118TH AV SE RENTON WA 98058 6196600420/L0650043 YOUNG MICHELLE R 6037 44TH AV SW SEATILE WA 98136 6196600423/L06S0043 SMITH GENEVIEVE 17636 118TH AV SE RENTON WA 98058 6196600520/L06S0043 TRAN BREN DA N 12055 SE 178TH ST RENTON WA 98058 6196600040/L06S0043 VERMA NARINDER KUMAR 48317 AVALON HEIGHTS TER FREMONT CA 94539 6196600340/L06S0043 VERMA SUNIL KUMAR 48317 AVALON HEIGHTS TER FREMONT CA 94539 (E Renton) FD25 (Spring Glen) FD40 Fire Protection Dist #25 Fire Protection Dist #40 P .0. Box 2925 10828 SE 176th St Renton WA 98056-0925 Renton WA 98055 MS: KSC-TR-0431 KC27 LilS Gary Kriedt Fairwood Library KC Metro Envirn. Planning 17009 -140th Av SE Renton WA 98058 LI20 LI23 Highlands Library Kent Regional Library 2902 NE 12th St 212 --2nd Av N Renton WA 98056 Kent WA 98032-4482 Documents Dept. Librarian LI24 LI36 King County Library System Renton Library 960 Newport Way NW 100 Mill Av S Issaquah, WA 98027 Renton WA 98055 ATTN: Edward White PL18 PL19 Kent Engineering Dept Kent Planning Dept 220 -4th Av S 220 -4th Av S Kent WA 98032 Kent WA 98032 City of Renton PL33 Clinton G. Marsh, Director Fae. & Const. Dept SD9 Economic Development Dept. Kent School District # 415 1055 S. Grady Way 12033 SE 256th St. Bldg B Renton WA 98055 Kent WA 98031-664 3 R. Stracke, Facilities & Ping SD13 Administrator SES Renton School Dist # 403 Kent Sewer Utility 1220 N 4th St 220 -4th Av S Renton WA 98055 Kent WA 98032 Environmental Review Section ST17 Habitat Biologist, Rod Malcom TRl WA State Dept of Ecology Muckleshoot Indian Tribe PO Box 47703 39015 -172nd Av SE Olympia WA 98504-7703 Auburn WA 98002 Russ Ladley, Fisheries Biologist TR2 TR3 Puyallup Tribe Snoqualmie Tribe 6824 Pioneer Wy E PO Box 280 Puyallup WA 98371 Carnation WA 98014-0280 Fisheries Habitat/Environment TRS Richard Young TR4 Suquamish Indian Tribe Tulalip Tribe PO Box 498 7615 Totem Beach Rd Suquamish WA 98392 Marysville WA 98271 Cedar River Water/Sewer Dist 18300 SE Lk Youngs Rd Renton WA 8058-9799 City of Renton, Public Works Dept. Development Services Div. 1055 South Grady Way Renton WA 98055 Water Dist #90 15606 SE 128th St Renton WA 98059-8522 Water Dist # 111 27224 -144th Av SE Kent WA 98042-9058 WA State Dept. of Wildlife Habitat Mgmt. Division P.O. Box 43155 Olympia, WA 98504-3155 WD12 WD32 WDSS WDSS Public Works Dtr Kent Water Dist 220 -4th Av S Kent WA 98032 Soos Creek Water/Sewer Dist PO Box 58039 Renton WA 98058-1039 Coal Creek Utility District 6801 132nd Place SE Newcastle, WA 98059 WA State Dept. of Wildlife 16018 Mill Creek Blvd. Mill Creek, WA 98012 WD23 WD41 WD57 c··,;;~ :" .. ~?«-.-,~:J.,....,~-..,_,, .:-.......,_..~: .,,..._._ '•h,.,_..,,=• -.,.,u,o._,- •-· ......... _ , ... _....,... '·-... ···<>~_,,_.,. . . ,,.,.,-""""'" ~ . ....._ ..... ,#''-''~ '~~;; ....... =~~~:,-._:~::::::::::: .. '.,...... '""-~..,~... c'..;>~''", ,,._~-11,t,,.., , :~': CITY OF RENTON ~< 1055 South Grady Way-Renton WA 98057 f''M 1. L ?/£'~C: ... . .--- Y7"l,;J ---' ,,,,1-r) 7' e~t'2 f~11JI ftf/'£qt:Z -~t-,;//7.?'l..'. :..// :i;·v4' .. ,··.>i /. ' :/ .., ~ .,. ' ,' ~, ~ Y1cN LANINGHAM CHAROLLTTE T) '\. OPIIUS PROPERTY LI.C 1201 MONSTER RD SW, #320 L06S0043 ~ " RENTON W /I 98055 (f' .(' V°'l(\"SI' ~f*l:,~Yw, ~~~ tHX'.t\oC. 980 Cff. i cu. (')5 / 09 / (';J~) I . h . . r~. l ·-~ ·~.' I ' ' ~ RETURN T'G SH'llDER Lfi.,~: ;~.,·:d<! .. [ .. {\;-: P,\Jt.'}~·~f_:-:,;st·,;·,1 '''Ill, ii~ ! ii ... fil in , _ _,._)=-..::-":" 3·; . .; RE:TLIRN TO SE:ND!0:1, NOT O!C.\.IVIO:RAE'll..E AS ADl:>r,ESSISD UNASLE TO FORWARD ,i: .1 725·-2:1.st~!;I ·· 05 -sa ti King County Department of Development and Environmental Services 900 Oakesdale Avenue Southwest Renton, WA 98057-5212 206-296-6600 TTY 206-296-7217 www.metrokc.gov November 26, 2008 Thomas A. Gough Gough Development Inc. 3002 S. Walker St. Seattle, WA 98144 Re: Balance owing for King County DOES Short Plat Application no. L06S0043 Dear Mr. Gough: Thank you for your October 20, 2008 letter regarding the status and current balance of your project, the Ophus Short Plat at 17644 1181h Ave. SE, ODES project no. L06S0043. I apologize for the delay in responding. I reviewed your letter with Project/Program Manager Kim Claussen ofthe DOES Land Use Services Division, Current Planning Section. She confirmed that preliminary short plat review is complete, that the application is vested with DOES such that you may continue the project with ODES under the interlocal agreement for the area. Ms. Claussen said that DOES provided recommendations and a draft report to the City of Renton March 28, 2008, and that the City issued a report in May 2008, and noted that DOES staff is unable to address requirements and comments from the City of Renton. You may contact Curt Foster in the DOES Engineering Review Section at (206) 296- 7106 with questions about how to proceed with the project. The Project Management budget for L06S0043 was closed in our system on May 26, 2008, at which time credit of ($2,426.87) was applied for 16.75 unused budget hours. An additional credit of ($260.68) was applied on October 31, 2008 to reflect the reduction of DOES' hourly rate, effective June 1, 2007, from $144.90 to $140.00 per hour. The remaining balance of $15,387.85 is being invoiced to you for work performed by DOES staff prior to completion of preliminary short plat review, plus accrued finance charges. A current Project Management Statement is enclosed for your reference. If you would like to request a payment plan to pay the outstanding balance over time, please make a written request directed to DOES Director Stephanie Warden at the address above. To request a waiver of the charges, please complete and sign the enclosed fee waiver form. / L06S0043 Gough Development Inc. 11/26/2008 Page 2 of 2 Please do not hesitate to contact me at (206) 205-1515 or by email to heather.staines@kingcounty.gov with any questions or concerns. Thank you for your attention to this matter. Sincerely, -1~~ Heather Staines Fiscal Specialist Finance Section ENCLOSURES cc: Kim Claussen, Project/Program Manager, Current Planning Section, LUSD, ODES Curt Foster, Engineer, Engineering Review Section, LUSD, DOES ® King County Department of Development and Environmental Services Land Use Services Division Web date: 08/30/2005 APPLICATION FOR LAND USE PERMITS 900 Oakesdale Avenue Southwest Renton, Washington 98055-1219 206-296-6600 TIY 206-296-7217 For alternate formats, call 206-296-6600. Staff Use Only -Do not write in this box Application Lo<eS oo '-\3 P I~ '1s :1 iVi f' ln\n b0 _c:il.' ':J 5\ L.iJ JUL 11 2006 c.:'.) K.C. D.D.E.S. Date Received (stamp) c_ ___________ ___,,Dc,,O:_,N.e:O,c_T,__,,,Wc.cR,._IT._.E._.A .... BO-_V,_,E=-T-'-'H'-"IS=.,D,.,_IV.,_.1,,.,Dc:,E::.:R'--------------" I (We) request the following permit(s) or approval(s): D Building Permit D Road Variance D Zoning Variance D Clearing & Grading Permit D Drainage Variance or Adjustment D Conditional Use Permit D Temporary Use Permit D Right-of-Way Use Permit D Reuse of Public Schools D Binding Site Plan D Shoreline Exemption D Special Use Permit D Site Development Permit D Critical Areas Alteration Exception D Zone Reclassification D Boundary Line Adjustment D Linear D Site Specific Comprehensive Plan Amendment [SJ Short Subdivision D Non-linear D P-Suffix Amendment D Formal Subdivision D Shoreline Substantial Development Permit D Special District Overlay Removal D Urban Planned Development D Shoreline Conditional Use Permit D Reasonable Use Exception D Plat Alteration D Shoreline Variance D Public Agency & Utility Exception D Plat Vacation D Shoreline Redes1gnation D Period Review for Mining Sites I, Jennifer K. Ophus , being duly sworn, state that I am the owner or 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. During the review of this application, it may be necessary for DOES staff to make one or more site visits. By signing this application form, you are giving permission for these visits. If i rental property, the owner hereby agrees to notify tenants of possible site visits. Printed Name Jennifer K. Ophus Company --------------------'-sec/------------------ Phone 425 -235 -3840 E-mail jennie2004@msn.com Mailing Address 17644-118'" Ave SE Renton WA 98055- STREET CITY ST ZIP 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. Charlotte Vanlaningham Name Phone 425 -228 -5959 E-mail charlottev@d::a,::v:.::is ... r"'eg"'.-cco,,.m.._ ________________ / Mailing Address 1201 Monster Rd. SW, #320 · STREET AppForlandUsePermttsFORM lc-app-luper.pdf Renton CITY 08/30/2005 WA 98055- ST ZIP MAIN FILE COPY Page For Formal Subdivisions only: NAME OF SUBDIVISION REGISTERED LAND SURVEYOR ENGINEER DEVELOPER Land Surveyor's Certification 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: NAME STREET ADDRESS CITY STATE TELEPHONE NAME STREET ADDRESS CITY STATE TELEPHONE NAME STREET ADDRESS CITY STATE TELEPHONE Land Surveyor Seal D deposit at submittal and remainder to be paid upon receipt of fee estimate ZIP ZIP ZIP D 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 ODES Web site at www.metrokc.gov/ddes AppForlandUsePermitsFORM lc-app-luper.pdf 08/30/2005 Page 2 of 2 ... ·--/ l____J Web date: 10/14/2005 ® ~ 1 -,·tt JUL 1 1 SHORT PLAT APPLICATION King County K.C. D. Department of Development and Environmental Services Land Use Services Division 900 Oakesdale Avenue Southwest Renton, Washington 98055-1219 206-296-6600 TIY 206-296-7217 For alternate formats, call 206-296-6600. File No. A05PM218 LDloSco,~· -~- ---- This Section _to be_ C<>mpleted by Applicant Owner's Name Street City Zip Phone Jennifer K. Ophus 17644-118th Ave SE Renton WA 98055 Agent's Name Street City Zip Phone Charlotte Vanlaninaham 1201 Monster Rd. SW.#320 Renton WA 98055 Address/Location of Property Size of Property No. of Lots 17644-118'" Ave SE, Renton, WA 98055 89,733 Sa.Ft. 7 1/4 1/4 SEC TWP RGE Legal Description Tax Account No. NW 33 23 5 See Attached 6196600440 I ce;:tify that the information wovided by me is true and correct to the best of my knowledge. c·· I ! v1'. , u< ~cj, .-··-., '.,..., / r' ( 7)(t~ 1 (, -,,00/,7 ~ .·· 'a . . I, A , I, c,,:._ • 1i l"(.,v>-·--' ?:.t 1'1,{ Signature ...,. .. 7 0 Owner/Authorized Agent I: Date •••••••••••••••••••••••••• Do not write BELOW this line ••••••••••••••••••••••••• Date: _____ Technician: Kroll: Zoning: Min. Lot Area Restrictions: ____ _ Min. Lot Width Community Planning Area: Comprehensive Plan Designation: Shorelines ____ Env· Critical Areas Map No.: D Landslide D Wetland D Seismic D Floodplain D Erosion D Steep Slope D Fish Bearing D Coal Mine FEES State Highway? Yes D NoO Cities within 3 miles? City Utilities? Streams, Class: _____________ _ MAIN FILE COPY ShortPlatApplicationFORM lc-app-shplatpdf 10114/2005 .. Known Unmapped Critical Areas· Critical Drainage Basin: SWM Variance Requested? CIP Project? Access: Proof of Access Required? Yes D Row Use Permit Required? Street Road Variance Requested? CI P Project? Critical Area Variance Requested? Certificate of Water Availability Required? Certificate of Sewer Availability Required? Health Department Approval Required? No D SEPA Required? (SA, 2ndG, P B I Proof of Legal Lot Required? Other: ShortPlatApplicationFORM lc-app-shplatpdf Critical Corridor? Bald Eagle Nest Buffer? Bald Eagle Habitat Area? Forest Dist. AG Dist. RELATED FILES 10/14/2005 YesD YesD YesD NoD NoD NoD Page 2 of 3 PROPOSED SHORT PLAT MAP File No: Date: ----------Revision Date: ---------- 0 North Scale: 1" = ' --- Check out the DDES Web site at www.metrokc.gov/ddes ShortPlatApplicationFORM lc-app-shplat.pdf 10/1412005 Page 3 of 3 ... Web date: 11/29/2005 ® King County SHORT SUBDIVISION SUBMITTAL REQUIREMENTS CHECKLIST Department of Development and Environmental Services Land Use Services Division 900 Oakesdale Avenue Southwest Renton, Washington 98055-1219 206-296-6600 TTY 206-296-7217 For alternate formats, call 206-296-6600. Please provide all information requested and return the original forms to the Land Use Services Division, DOES, 900 Oakesdale Avenue SW, Renton, WA. Incomplete applications cannot be processed. All information other than signatures should be typewritten or neatly printed. Forms referenced below are available online via the ODES Web site at www.metrokc.gov/ddes or call ODES Customer Service at 206-296-6600 for forms or for more information. STEPS NEEDED TO COMPLETE APPLICATION PACKAGE '-I Land Use Application -five copies /Complete form as required. Please provide signed original plus five copies. 'IZf ../short Plat Application -five copies Complete form as required. Please provide signed original plus five copies. ~Date of Segregation -three copies The date of segregation is the date that the total parcel was created. If created by a recorded short plat, a minimum of five years must elapse from the date of recording before a new short plat application can be submitted. A lot is considered by the Department of Development and Environmental Services to be a legal lot if it was created in compliance with applicable state and local land segregation codes in effect at the time the lot was created, including demonstrating that the lot was created: 1. Prior to June 9, 1937, and the lot has been: A. Provided with approved sewage disposal or water systems or roads; and B. Conveyed as an individually described parcel to separate, noncontiguous ownerships through a simple fee transfer or purchase prior to October 1, 1972; or C. Recognized prior to October 1, 1972, as a separate tax lot by the county assessor. 2. Through a review and approval process recognized by the county for the creation of four lots or less from June 9, 1937, to October 1. 1972, or the subdivision process on or after June 9, 1937; 3. Through the short subdivision process on or after October 1, 1972; or 4. Through the following alternative means allowed by the state statute or King County Code: A. For the raising of agricultural crops or livestock, in parcels greater than 10 acres, between September 3, 1948, and August 11, 1969; B. For cemeteries or other burial plots. while used for that purpose, on or after August 11, 1969; ShortSubdivSubmittalReqCklistFORM.doc lc-ckl-shortsu b req u I re. pdf 1112912005 ... C. At a size 5 acres or greater, recorded between August 11, 1969, and October 1, 1972, and did not contain a dedication; D. At a size 20 acres or greater, recognized prior to January 1, 2000, provided, however, for remnant Jots not less than 17 acres and no more than one per quarter section; E. Upon a court order entered between August 11, 1969, to July 1, 1974; F. Through testamentary provisions or the laws of descent after August 10, 1969; G. Through an assessor's plat made in accordance with RCW 5818 010 after August 10, 1969; H. As a result of deeding land to a public body after April 3, 1997, and that is consistent with King County zoning code, access and board of health requirements so as to qualify as a building site pursuant to Section 8 of this ordinance; or I. By a partial fulfillment deed pursuant to a real estate contract recorded prior to October 1, 1972, and no more than four lots were created per the deed. ~ /Plat Density and Dimension Worksheet -three copies Complete applicable sections of this worksheet and turn in the completed form and two copies. D Short Plat Alterations Only the owner of the original short plat may submit a short plat alteration for the creation of additional lots. Property owners or their designated agents may submit all other short plat alteration requests. ~.A'itle Report -three copies Submit a title report issued within 30 days of application, showing all persons having an ownership interest, a legal description describing exterior boundary of application site, and listing all encumbrances affecting the map site. nz(./ Map Page -Minimum page size of 8%-by-14 inches -1 kies and 1 copy reduced (legal size) ":::, -l 0,............ Provide a map prepared by a land surveyor showing the fo~lowmJ )( ,,.,,"~ 1. Location of all physical and legal description encroachments affecting the boundary J , ~ between the application site and the adjoining parcels. Encroachments may be from the ':J b application site onto the adjoining parcels or from the adjoining parcels onto the application site; 2. Contours based upon topographic field survey. For land inside the urban growth boundary, contour intervals shall be at 2-foot intervals when slopes are 15 percent or Jess and 5-foot intervals for slopes exceeding 15 percent. The preliminary map shall contain notes indicating that contours are based upon field survey. A field topographic base map shall accompany the application. If approved by the department, field survey may be waived for large areas of open space or extensive critical area tracts. Two temporary benchmarks must be shown within the application site along with the appropriate elevation and datum; 3. A legal description of application site as shown in the title report, and the assessor's parcel number(s) 4. The proposed layout of lots, tracts, right-of-way and easements, along with existing utilities and areas of proposed dedications; 5. The purpose of any tracts and dedications proposed within the application site; 6. All easements, listed in the title report, capable of being plotted on the map; ShortSubdivSubmittalReqCklistFORM.doc lc-ckl-sh onsubreq u ire _ pdf 11/29/2005 Page 2 of 4 - 7. Field-verified survey of location of all known critical areas, including the required buffers, and building setback lines per KCC 21 A.24. Critical areas include, but are not limited to, erosion hazards, landslide hazards, avalanche, flood plain, aquatic area, critical aquifer recharge area, wildlife habitat conservation area, wildlife habitat network, wetland, and steep slope that may affect the proposal. Show the approximate 100-year floodplain of critical areas, where applicable; 8. Name and address of proposal; 9. North arrow, scale, and date of map and revisions when applicable; 10. Location of adjoining parcels and buildings within 100 feel of the site shall be shown and delineated by dashed lines. The zoning of the subject parcel and adjoining property shall also be identified; 11. Name and location of all existing adjoining right-of-way along with the name and location of any adjoining or internal right-of-way proposed to be vacated with the proposal; 12. A vicinity map; 13. The name, address and phone number of the applicant and the owner(s); 14. An engineered preliminary drainage plan. -di Water Availability Certificate -three copies and original Preliminary approval for the creation of a new water system in accordance with the provisions of the applicable Coordinated Water System Plan, or for connection with a private well from the Seattle- King County Department of Public Health must be submitted with this application; or The attached form concerning water availability to the site must be given to the appropriate existing water purveyor to complete (water district, city, water association) and then returned with this application. Al the top of the form, a space is provided for a description of the site. In this space, the legal description of the site should be inserted or attached on a separate sheet if it is too lengthy. Sites located in the Service Planning Area of the Urban Growth Area, that are not proposing to be served by an existing or new Group A water system at the time of construction must provide a / completed Certificate of Future Connection from the appropriate Group A water purveyor. ~'1 Sewer Availability Certificate -three copies and original Preliminary approval for individual or community onsite sewage disposal systems from the Seattle- King County Department of Public Health must be submitted with this application, or The attached form concerning sewer availability to the site must be given to the appropriate agency to complete (sewer district) and then returned with this application. At the top of the form, a space is provided for a description of the site. In this space, the legal description of the site should be inserted or attached on a separate sheet if it is too lengthy. Note: If a site is located within the Urban Growth Area, interim onsite sewage disposal is not permitted. Preliminary Health Department Approval if on Septic -three copies This is valid for one year from the date of signature. Submit health department approval map, which includes test holes and identification of drainfield areas. ShortSubdivSubmittalReqCklistFORM.doc lc-ckl-shortsu breq u ire. pd f 11/29/2005 Page 3 of 4 ~evel 1 Drainage Analysis -five copies o. The analysis must be prepared by a professional engineer. ~-. :.A'nvironmental Checklist -19 copies _> 0 . A short plat is subject to review under the State Environmental Policy Act (SEPA) when the lot • includes "lands covered by water" (WAC 197-11-756), or the lot was short subdivided within a subdivision previously exempted under SEPA (WAC 197-800(6)(a)). ~ire District Receipt -three copies Applicant must apply for short plat within 30 days of the fire district's signature. D Preliminary Application Fees Consult the current If' Current Assessor's Maps -two sets -~ p ~f ~ ~ p 1. Property to be subdivided outlined in red. \ 2. Adjoining properties under the same ownership outlined in yellow. 3. All properties within 500 feet of the subdivider's ownership. 4. If the assessor maps are stamped "See enlargement," the enlargement must be submitted. ~ffidavit/Certificate Concerning Critical Areas Compliance -three copies This must be signed by the owner at the Department of Development and Environmental Services or notarized. -= pecial Studies (Optional) -seven copies-_-~_ Ii "" ----------------2-''t:~1. '02.A•t,,JA'-,f;"> -ro1"'0'-.?.) This category includes, but is not limited to, :::'.;;:~land report, geotechnical analysis and traffic study. · · ~ertificate of Transportation Concurrency -three copies e: For s~~1~J!bdiyisions in the Urban Growth Area, the certificate is produced at DDES. 't:'1/~CN'i..._ ~ +.A~ Oj ...__ _____ mpleted Applicant Status Form -ffiree copies ~ i I '/1...? Copies of Variance Decisions Required per KCC Title 21A -three copies If' (l fa A List of Other Issued or Pending Permits or Decisions -three copies l\~lr This category includes, but is not limited to, Road Standards Variances and.Surface Water Design f v Manual Variances. Please note that a decision on the Short Subdivision application cannot be issued until all pending permits or decisions have been issued. Check out the DDES Web site at www.metrokc.gov/ddes ShortSubdivSubmittalReqCklistFORM.doc lc-ck!-shortsu b req u ire_ pd f 11/29/2005 Page4 of4 . 01/03/200& 08:~7 2052443: / /;::!.!ff::~;.--. '1 ',1 U LJ Lr;, \!,,,, \'. : •. JOHN TAMBURELLI PAGE 02/03 Web date, Oe/2812007 t.ll SEP: KingCounty l(.c_ O.; I Department of Development and Environmental Services 900 Oakesdale Avenue Southwest CERTIFICATION OF APPLICANT STATUS Renton, Washington 98057·5212 206-296-6600 TTY 206·296·7:l.17 For alternate formats, call 206-296-6600. Permit Number: --=:;;L0;:;6;.:;Sc=,00"-4.:.::3:..._______ Activity Number:r:::"".:::~=======:-- Permit Name: -=B#s=".::c..cshoe:..,_:rt P-=.,.la1_____ l~ E V __ I __ S_I o.... NU' FOR INDIVIDUALS: I (print name), hereby certify that I am the/an owner of the property which is the subject of this pennit. If I am not the sole owner of the property, I certify that I am authorized to represent all other owners of the property. My mailing address is: I further certify that I am the "Applicant" for this permit and as such am financially responsible for all fees and will receive any refunds paid. I shall remain the "Applicant" for the duration of this pennit unless I transfer my "applicant" status in writing on the fonn provided by DOES. * Signature of Applicant Date Signed -OR- FOR CORPORATIONS/BUSINESS ASSOCIATIONS: MAIN F/Lf:. CQpv I, John Tamburelli (print name), hereby certify that I am an authorized agent of Pro e LLC , a corporation or other business association authorized to do business in the State of Washington, which is the sole owner of the property that is the subject of this permit. If this corporation or business association is not the sole owner of the property, I certify that this corporation/business association is authorized to represent all other owners of the nrooertv. Tbe.mailina.address_Qf_this corporation/business association is; OP),q~ ?L(}fre.ly Lt..c_. 3002 South Walker Street Seattle, WA 98144 I further certify that the above named corporation/business association is the "Applicant" for this permit and as such is financially responsible for all fees and will receive any refunds paid. This corporation/business association shall r main the "APP. · t" for the duration of this permit unless it transfers its applicant status in writin on the f provided y S. plicant's Agent August 27, 2007 Date Signed .. rgning as the Applicant or the Applicant's Agent, I certify under penalty of perjury under the laws of the State of shington that the information provided above is true and correct. C..MpplicantStatu•~O~M lc-cer-apstat.pdf 06/2612007 Page 1 ol2 01/03/200q 0s:q1 20624433"-JOHN TAMBURELLI PAGE 03/03 NOTICE TO APPLICANTS: By law, this department retums 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: 0 I authorize this department to return plans directly to my consultant(s) for the limited purpose of maldng corrections as designated on this form. CONSULTANTS: Darrell Offe 13932 SE 159t11 Place Renton. WA 98058 John Tamburelli 646 SW 134"' St. Burien, WA 98146 Check out the DDES Web site at www.kinqcountv.gov/permits CertAppllcantStatusFORM lc-a,r-apstat.pdf 06/28/2007 Page 2 of 2 .01{03/2006 • • 08:47 2062443 JOHN TAMBURELL PAGE ' To: From: Re: Karen Scharer John Tamburelli Op/,ll,1 L06S0043-9j,,,s Short Plat Fax: Dau!: Pages: J (206) 296-661-3 I •. ,' '.--( 8/37/2887 3 CC: /o"1 bli!Ul..h. _________ _ D Urgent D For Review D Please Comment D Please Recycle .··::·:·:,.~ •. --c,-. ------------------------------------------- • • • • • • ' .... , , . .. ,.,., .. :. -~···,. : :IY:: :,fl~i~'~ Cer1itication of Applicant Status for fife n1.mber L06SO~ Short Plat ,;1:;:.·:::\::ln·:;::\::,::::·:,:::.::.:·,r::·: .. :: i[i:J: }~~'~W~at(206)920-2220wilhanyquestions. o/""5 ··,·.:?l!,·lf\ii• . _,\.::::l·:;.,;. " ',\:.:,_:·~·::' '.-.,,,,.,,, • ... ,,,1,/(['.it:~Wi~bureUi .,•'.';'::t;,::?::t:i.:·::·. . . . . . . .. . . . . . . . . . . . ' 01/03 2062 • John Tamburelli 646 SW (34th St. Burien, WA 98146 • j-tamb comcast.net To: Karen Scharer From: John Tamburelli JOHN TAMBUR PAGE 01/03 Fax: (206) 296-5613 Date: 8127/2007 Ra: L06S0043-0pus Short Plat Pages: 3 CC: D Urgent DFor~ D Please Comment D Pl-Reply D Pk!ase Recycle • • • • • • • • a • • I I I • a 'lo • • 12/17/2005 1,1:~0 206 05 JOHN TAMBue-PAGE 02/03 Web date: 06/28/2007 KillgCounty CERTIFICATION OF APPLICANT STATUS Department of Development and Environmental Servi.;es 900 Oakesd<1le Avenue Southwest Renton, Washington 98057-5212 206-296-6&00 TlY 206-;;?96-7217 For alternate formats, call 206-296-6600. Permit Number: L06S0043 -~~-----~-Activity Number: ------------ Permit Name: Opus Short Plat FOR INDIVIDUALS: I, (print name), hereby certify that I am the/an owner of the property Which is the subject of this permit. If I am not the sole owner of the property, I certify that I am authorized to represent all other owners of the property. My mailing address is: I further certify that I am the "Applicant" for this permit and as such am financially responsible for all fees and will receive any refunds paid. I shall remain the "Applicant" for the duration of this permit unless I transfer my "applicant" status in writing on the form provided by DDES. " Signature of Applicant Date Signed -OR- FOR CORPORATIONS/BUSINESS ASSOCIATIONS: I, John Tamburelli (print name), hereby certify that I am an authorized agent of _Qpus Property LLC , a corporation or other business association authorized to do business in the State of Washington, which is the sole owner of the property that is the subject of this permit. If this corporation or business association is not the sole owner of the property, I certify that this corporation/business association is authorized to represent all other owners of the property. The mailing address of this corporation/business association is: Gough Development Attn: Tom Gou h 3002 South Walker Street Seattle, WA 98144 I further certify that the above named corporation/business association is the "Applicant'' for this permit and as such is financially responsible for all fees and will receive any refunds paid. This corporation/business association shall main the "ApP, · t" for the duration of this permit unless it transfers its applicant status in writin on the t provided y S. August 27, 2007 Date Signed .. 19.nlng as the Ap~licant o: the Applicant's Agent, I certify under penalty of pe~ury under the laws of the State of sh1ngton that the information provided above is true and correct. CeAApplicantStatusFORM lc-cer-apstat. pd/ 06/2812007 Page 1 o12 12/17/2005 l'l.: 50 206 5 JOHN TAMBUF PAGE 03/03 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: 0 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: Darrell Offe 13932 SE 159u, Place Renton, WA 98058 John Tamburelli 646 SW 134th St. Burien WA 98146 Check out the DDES Web site at www.kinqcounty.qov/permits C•MpplicantStatueFORM 06/26/2007 Pago 2 Of i I ® King County Department of Development and Environmental Services 900 Oakesdale Avenue Southwest Renton, Washington 98055-1219 206-296-6600 DY 206-296-7217 -------• Web date: 09109/2005 CERTIFICATION & TRANSFER OF APPLICANT STATUS For alternate formats, call 206-296-6600. Permit Number: A05PM21s Lolo Sootl 3 FOR CURRENT OWNER: I, Jennifer K. Ophus , (print name) hereby certify that I am an/the owner of the property which is the subject 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 Ophus Property LLC (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. der penalty of perjury under the laws of the State of Washington that the foregoing is true and correct. 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 acce t financial_ , -, " _ responsibility for all fees associated with this permit or approval and will receive any refund . .M . f ~~. I 1 \1/; i ~-@) address is: u ' u --c '" ·-1 n_,, JUL 1 1 2006 \ f<.C. D.D.E.S. I certify under penalty of perjury under the laws of the State of Washington that the foregoing is true and correct. Signature of Applicant OR FOR CORPORATIONS/BUSINESS ASSOCIATIONS: Date Signed I, Charlotte Vanlaningham _____ , (print name) hereby certify that I am an authorized agent of Ophus Property LLC , a corporation or 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: 1201 Monster Rd. SW Suite 320 Renton, WA 98055 fVIAIN F'ILE CO,:,v I certify under penalty elf perJury under the laws of the State of Washington that the foregoing 1s true and correc{ / \ . ;,· ( '-'.i"' / u ' ---. ' (~/ ' 1 '---/, .t ;• .£§!:CL gi;Ar1>a~-1:U:1'<{://a:2u i,, tu ,:20 ;J-? L/ Cf C!l'/ ./ .. _ ' 1gnatur of Applieant Date Signed CertAndTransferAppficantStatusFORM lc~cer·trapstatpdf 09/09/2005 Page 1 o • NOTICE TO APPLICANTS: By law, this department returns all engineering and 0111er 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: d1 authorize this department to return plans directly to my consultant(s) for the limited purpose of making ~ctions, as designated on this form. CONSULTANTS: CJ,v,.: ,t,1-k ~ 1 ..... ;..~~..,_...___ _____ _ 0&-w> fu~ I t_C .- CertAndTransferApplicantStatusFORM lc-cer-trapstat. pdf 09/09/2005 ~1 ,J Page 2 of2 Check out the DDES Web site at www.metrokc.gov/ddes \ SOOS CREEK WATEi~ & SEWER DTS1RICT 14616 S.E. 192nd St. • P.O. Box SR039 • Renton, WA 980."iR-1039 .. Phone (253) 630-9900 • Fax (253} 630-52fl9 March 17, 2006 Davis Consulting 120 I Monster Rd SW #320 Renton, WA 98055 RE: Parcel No. 619660 0440 Lot 4 Block 2 Northwestern Garden Tracts l Proposed 6 lot plat Dear Developer: The above referenced proposed plat has been reviewed for sewer and water availability and the following information has been determined based on the preliminary site layout provided. All information will be updated and final requirements determined when final approved site plans, street, stonn and grading plans are submitted, Easement acquisition and design date will determine offsi1c sewer route. See enclosed availability certificates for proposed layouts. Listed below are the developer cx1cnsion fees for the proposed sewer and water main ex.tensions required to serve your pro_icct The "FULL" quotes are for District engineering. The "OPTIONAL" quote allows the developer to hire an outside engineer for the water and sewer designs arnl permitting. SEWER: Fl ILL 660 lf main extension $ 11,.\99.00 Plan review 00.00 Guaranty deposit 150.00 Con form ance deposit 150.0G J\asement 2,500.00 SCWSD Inspection deposit 1,188.00 WATER: FULL 480 lf main extension $ 5.483.20 Plan review 0000 Guaranty deposit 350 00 Conformance deposit 350.00 Easement 2.000.00 scwsn Inspection deposit 41200 WWW.SOl)S\l'Cek.com OPTIONAL $11,288.40 1,100.00 350.00 350.00 2,500.00 1,188.00 OPTIONAL $4,811.20 1,200.00 350.00 350.00 2,000.00 432.00 \DJ@©@~W@I[)' l..n} JUL 1 1 2006 ~) K.C. D.D.E.S. LO<.c. ScoL\ 's ' (!)! \ ol>OS CREEK WATFR fr SEWER DISTRICT March 17, 2006 Parcel No. 619660 0440 Page two *The preceding FULL quotes :i.rc for the design, offsite design survey, conslruction observation, KCWID approval, KC rirr: Marshal package and administration of the proposed sewer and water main extensions. 11 does not include the cost of construction, grading permit<.;, abandonment waiver or righ1 of way permits. The OPTIONAL includes inspection and administration only. Water layout is subject to the final rcquiremenLs for fire hydrant locations and fire Gow. Developer ls responsible for acquiring and providing to Soos Creek information from the King County Fire Marshal regarding fire hydrant and fire flow requirements. Kin~ County right of way permits will he needed for water and sewer construction in 118' Ave SE. Offsite sewer easements must be processed prior to grading permit application and start of construction. Easement documen1s are prepared by the District but the signatures must be acquired by the Developer. Onsitc sewer ;:ind water casements are also required but will be prepared at time of Bill or Sale The sewer general facility charge is $1,848.00 per unit and the water general facility charge is $2,079.00 per unit. This plat is suhject to the SPTJ Facility charge which is currently $713.00 per 5/8 x % me1er or ER1J. ALL CHARGES ARE SUBJECT TO CHANGE WITHOUT NOTICE. When you are ready to continue with ;i lJevelopers Extension Agreement, please fax or mail a request and state whether you vmuld I ikc to have "full" or "optionaP' engineering. Include developer name (as you W8.n1 i1 to appear on the agreement), mailing address, phone and fax numbers and contact person Please cont.act me at (253) 630,-9900 extension I 07 if you have any questions. Sincerely, Alice R. Marshall Supervisor, Development Adminis1rn1.ion Enclosures ' This certificate provides information necessary to evaluate development proposals. Certificate : 3997 SOOS CREEK WATER AND SEWER DISTRICT CERTIFICATE OF WATER AVAILABILITY Type: Short SubDivision : Applicant's Name: Davis Consulting Proposed Use: 6 Single Family Residences Location: Lot: 4 Block: 2 Parcel: 619660 0440 Information: WATER PURVEYOR INFORMATION Development: NORTHWESTERN GARDEN TRA Address: 17644 118TH A VE SE, RENTON 1. a :::J Water will be provided by service connection only to an existing Null inch water main, Null feet from the site. And/Other b ~ Water service will require an improvemnt to the water system of: Water service to the proposed plat will require the installation of approximately 480 If of water main. Abandonment and replacement of fronting 6" AC water main will be required. Final water plans and layout will be determined based on final site development plans and Fire Marshal requirements. All plans must be approved by the KCFM and Soos Creek Water and Sewer District. 2. a ~ The water system is in conformance with a County approved water comprehensive plan. b [] The water system improvement will require a water 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, or is within the County approved service area of a private water purveyor. b [] Annexation or Boundary Review Board approval will be necessary to provide service. 4. a ~ 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 55 feet from the building/property (or as marked on the attached map): Rate of Flow: 1,000 gpm Duration: 2 hours b ::::J Water systems is not capable of providing fire flow. JoJ ~©~~W~fo\ ln} JUL 1 1 2006 ~ K.C. D.D.E.S. 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 hereby certify that the above water purveyor information is trne. This certification shall be valid for one year from date of signature. SOOS CREEK WATER & SEWER DISTRICT Agency Name Supervisor, Development Administration ------·-~T~itl~,------ Soos Creek Water & Sewer District "rptAvailSingleParce\AddWater'' 2/6/9/J Alice R Marshall 3/16/200~ ___________ ,, _____ _ Signatory Name Date .~··."1./: /)/) 0 /i(Q /ay, ~---Date MAIN FILE COPY ~ • Certificate : 3997 This certificate provides information necessary to evaluate development proposals. SOOS CREEK WATER AND SEWER DISTRICT CERTIFICATE OF WATER AVAILABILITY Type: Short SubDivision : Applicant's Name: Davis Consulting Proposed Use: 6 Single Family Residences Location: Lot: 4 Block: 2 Parcel: 619660 0440 Information: Development: NORTHWESTERN GARDEN TRA Address: 17644 118TH AVE SE, RENTON WATER PURVEYOR INFORMATION I. a D Water will be provided by service connection only to an existing Null inch water main, Null feet from the site. And/Other b ~ Water service will require an irnprovemnt to the water system of: Water service to the proposed plat will require the installation of approximately 480 If of water main. Abandonment and replacement of fronting 6" AC water main will be required. Final water plans and layout will be determined based on final site development plans and Fire Marshal requirements. All plans must be approved by the KCFM and Soos Creek Water and Sewer District. 2. a ~ The water system is in conformance with a County approved water comprehensive plan. b D The water system improvement will require a water 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, or is within the County approved service area of a private water purveyor. b D Annexation or Boundary Review Board approval will be necessary to provide service. 4. a~ 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 55 feet from the building/property (or as marked on the attached map): Rate of Flow: 1,000 gpm b ,O Water systems is not capable of providing fire flow. Duration: 2 hours rm ~©@~'~@1c)1 JUL I 1 2006 /~ K.C. D.0.E.S. 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 hereby certify tbat the above water purveyor information is true. This certification shall be valid for one year from date of signature. SOOS CREEK WATER & SEWER DISTRICT Agency Name Supervisor, Development Administration Title Soos Creek Water & Sewer District ttrptAvailSingleParcdAddWatcr' 2/6/96 Alice R Marshall Signatory Name 3/16/20!)"' Date ~4 /: /J,(!__-!)1 VJ /ay, ~--Date SOOS CREEK WA.L .L.,'R & SEWER DISTRIC .L 14616 S.E. 192nd St. • l'.0. Hux 58039 • Rent"n .. \\'.\ %058-1039 • Phone (253) 630-9900 • Fax (253) 630-5289 March 17, 2006 Davis Consulting 1201 Monster Rd SW #320 Renton, WA 98055 RE: Parcel No. 619660 0440 Lot 4 Block 2 Northwestern Garden Tracts I Proposed 6 lot plat Dear Developer: The above referenced proposed plat has been reviewed for sewer and water availability and the following information has been determined based on the preliminary site layout provided. All information will be updated and final requirements determined when final approved site plans, street, storm and grading plans are submitted. Easement acquisition and design date will determine offsite sewer route. Sec enclosed availability certificates for proposed layouts. Listed below are the developer extension fees for the proposed sewer and water main extensions required to serve your project. The "FULL" quotes are for District engineering. The "OPTIONAL" quote allows the developer to hire an outside engineer for the water and sewer designs and permitting. SEWER: 660 lf main extension Plan review Guaranty deposit Conformance deposit Easement SCWSD Inspection deposit WATER: 480 lf main extension Plan review Guaranty deposit Conformance deposit Easement SCWSD Inspection deposit L.o&Sco4s FULL $ 13,599.00 00.00 350.00 350.0G 2.500.00 1,188.00 FULL S 5.483 20 00.00 350.00 350.00 2,000.00 432.00 \\.\ \·\,-. "( 1n .... crcck.c01n OPTIONAL $ 11,288.40 1,100.00 350.00 ,.., .c () I,() JJV.V\.J 2,500.00 1,188.00 OPTIONAL $ 4,811.20 1,200.00 350.00 350.00 2,000.00 432°(~ ~ Cc) i,: Ll 1/J le: [Q) JUL 1 1 2006 K.C. D.D.E.S. SOOS CRELK WAILI, & SEWER DIST"1CT March 17, 2006 Parcel No. 619660 0440 Page two *The preceding FULL quotes are for the design, offsite design survey, construction observation, KCWTD approval, KC Fire Marshal package and administration of the proposed sewer and water main extensions. It does not include the cost of construction, grading permits, abandonment waiver or right of way permits. The OPTIONAL includes inspection and administration only. Water layout is subject to the final requirements for fire hydrant locations and fire flow. Developer is responsible for acquiring and providing to Soos Creek information from the King County Fire Marshal regarding fire hydrant and fire flow requirements. Kin* County right of way permits will be needed for water and sewer construction in 118' Ave SE. Offsite sewer easements must be processed prior to grading permit application and start of construction. Easement documents arc prepared by the District but the signatures must be acquired by the Developer. Onsite sewer and water easements are also required but will be prepared at time of Bill of Sale. The sewer general facility charge is $1,848.00 per unit and the waler general facility charge is $2,079.00 per unit. This plat is subject to the SPU Facility charge which is currently $713.00 per 5/8 x 31, meter or ERU. ALL CHARGES ARE SUBJECT TO CHANGE WITHOUT NOTICE. When you are ready to continue with a Developers Extension Agreement, please fax or mail a request and state whether you would like to have "full" or "optional" engineering. Include developer name (as you want it to appear on the agreement), mailing address, phone and fax numbers and contact person. Please contact me at (253) 630-9900 extension 107 if you have any questions. Sincerely, Alice R. Marshall Supervisor, Development Administration Enclosures This certificate provides information necessary to evaluate development proposals. Certificate : 4727 SOOS CREEK WATER AND SEWER DISTRICT CERTIFICATE OF SEWER AVAILABILITY Type: Short SubDivision Applicant's Name: Davis Consulting Proposed Use: 6 Single Family Residences Location: Lot: 4 Block: 2 Development: NORTHWESTERN GARDEN TRACTS I Parcel: 619660 0440 Address: 17644 118TH AVE SE, RENTON Information: SEWER PURVEYOR INFORMATION 1. a ::::J Sewer service will be provided 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. 2. 3. b ~' Other (describe): • ~I b • ~1 b I Service to the proposed short plat will require the installation of approximately 660 lf of sanitary sewer main onsite and offsite to connect to the sewers currently being installed in the plat of Petro Vista to the north as shown on the attached layout. Final sewer layout and requirements will be determined based on final site development plans, wetland survey, easement acquisition and completion and acceptance of the sewers within the plat of Petro Vista. All plans must be approved by KCWTD and Soos Creek Water and Sewer District. The sewer system is in confonnance with a County approved sewer comprehensive plan . The sewer system improvement \Vill require a sewer comprehensive plan amendment. 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. Annexation or Boundary Review Board approval will be necessary to provide service. 4. Service is subject to the following: a [.,] Connection Charge: Yes [o) rg©~u1v~[g) b i,li Easement (s): c i~I Other: Onsite and offslte easements required. See item lb above and conditions below. ln) JUL 1 1 2006 K.C. D.D.E.S. Service is subject to the applicants agreement to comply and perform to make such installation and/or conne<.:tions 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 hereby certify that the above sewer purveyor information is true. This certification shall be valid for one year from date of signature. Supervisor, Development Administration T=i=11,-------- Alice R Marshall 3/15/~00<., ---Signatory N8IT1-e -------Date ---~~( 3J~7c1°r '~~- MAIN FILE COPY \ . SOOS CREEK WATER & SEWER DISTRICT -Agency Name Soos c~ekWater & Sewer District "rptAvai1SingkParce!AddSewer" 2/6196 This certificate provides information necessary to evaluate development proposals. Certificate : 4 72 7 SOOS CREEK WATER AND SEWER DISTRICT CERTIFICATE OF SEWER AVAILABILITY Type: Short SubDivision Applicant's Name: Davis Consulting Proposed Use: 6 Single Family Residences Location: Lot: 4 Block: 2 Development: NORTHWESTERN GARDEN TRACTS I Parcel: 619660 0440 Information: Address: 17644 118TH AVE SE, RENTON SEWER PURVEYOR INFORMATION 1. a ·=:J Sewer service will be provided by service cmmection only to an existing sewer main Null feet from the site and the sewer system has the capacity to serve the proposed area. b ~ Other (describe): Service to the proposed short plat will require the installation of approximately 660 lf of sanitary sewer main onsite and offsite to connect to the sewers currently being installed in the plat of Petro Vista to the north as shown on the attached layout. Final sewer layout and requirements will be determined based on final site development plans, wetland survey, easement acquisition and completion and acceptance of the sewers within the plat of Petro Vista. All plans must be approved by KCWTD and Soos Creek Water and Sewer District. 2. a ~, The sewer system is in conformance \vith a County approved sewer comprehensive plan. b [J The sewer system improvement will rcquIIe a sewer comprehensive plan amendment. 3. a i,2J The proposed project is within the coq,oratc limits of the district, or has been granted Boundary Review Board approval for extension of service outside the district or city. b ·:] Annexation or Boundary Review Board approval will be necessary to provide service. 4. Service is subject to the following: a r;;J Connection Charge: Yes b R: Easement (s): c ~ Other: Onsite and offsite easements required. See item 1 b above and conditions below. 1DJ I s' (l;:;i r-s r v,:; r2 w_ Lru LS~~c 'J s1 D: JUL 11 2006 ~ K.C. D.D.E.S. Service is subject to the applicants agreement to comply and perform to make such installation and/or connections to the standards, regulations, tequirements 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 Agency Name Supervisor, Development Administration Title Soos CrukWater & Sewer District "rptAvailSingleParcelAddSewer" 1161% Alice R_M_a_rs~ha_ll __ . _ 3/1~~00\o ----ifignatory Name Date ffe~J~1°r This cerlificate provides information necessary to evaluate development proposals. Certificate : 4727 SOOS CREEK WATER AND SEWER DISTRICT CERTIFICATE OF SEWER AVAILABILITY Type: Short SubDivision Applicant's Name: Davis Consulting Proposed Use: 6 Single Family Residences Location: Lot: 4 Block: 2 Development: NORTHWESTERN GARDEN TRACTS! Parcel: 619660 0440 Information: Address: 17644 118TH AVE SE, RENTON SEWER PURVEYOR INFORMATION 1. a lJ Sewer service will be provided 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. 2. 3. b 0 Other (describe): a ~ b [l a ~ Service to the proposed short plat will require the installation of approximately 660 If of sanitary sewer main 011Site and off site to connect to the sewers currently being installed in the plat of Petro Vista to the north as shown on the attached layout. Final sewer layout and requirements will be determined based on final site development plans, wetland survey, easement acquisition and completion and acceptance of the sewers within the plat of Petro Vista. All plans must be approved by KCWTD and Soos Creek Water and Sewer District. The sewer system is in conformance with a County approved sewer comprehensive plan. The sewer system improvement \Vil! require a sewer comprehensive plan amendment. 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 ~ Annexation or Boundary Review Board approval will be necessary to provide service. 4. Service is subject to the following: a ~ Connection Charge: Yes 0?3 ~©~~\~'~@ b [,zJ Easement (s): c 1iZJ Other: Onsite and offsite easements required. See item lb above and conditions below. JUL 1 1 2006 K.C. D.D.E.S. Service is subject to the applicants agreement to comply and perform to make such installation and/or connections to the standards, regulations, 1equirements 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 Agency Name Supervisor, Development Administration Title Soos Cre~kWatcr & Sewer District "rptAvailSing\cParcelAddSewcr" '216196 Alice R Marshall ------~--~----Signatory Name Date ---,ffi~~ 3~Jcy This certificate provides information necessary to evaluate development proposals. Certificate : 4727 SOOS CREEK WATER AND SEWER DISTRICT CERTIFICATE OF SEWER AVAILABILITY Type: Short SubDivision Applicant's Name: Davis Consulting Proposed Use: 6 Single Family Residences Location: Lot: 4 Block: 2 Development: NORTHWESTERN GARDEN TRACTSl Parcel: 619660 0440 Information: Address: 17644 118TH AVE SE, RENTON SEWER PURVEYOR INFORMATION 1. a D Sewer service will be provided 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 i;,,J Other (describe): Service to the proposed short plat will require the installation of approximately 660 If of sanitary sewer main onsite and offsite to connect to the sewers currently being installed in the plat of Petro Vista to the north as shown on the attached layout. final sewer layout and requirements will be determined based on final site development plans, wetland survey, easement acquisition and completion and acceptance of the sewers within the plat of Petro Vista. All plans must be approved by KCWTD and Soos Creek Water and Sewer District. 2. a ~ The sewer system is in conformance \Vith a County approved sewer comprehensive plan. b O The sewer system improvement \VIll require a sewer comprehensive plan amendment. 3. a 'ii] 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 D Annexation or Boundary Review Board approval will be necessary to provide service. 4. Service is subject to the following: a I>"] Connection Charge: Yes b lil Easement ( s): c lil Other: Onsite and offslte easements required. See item 1 b above and conditions below. ID) ~©~1J1V~@) lru JUL 1 1 2006 K.C. D.D.E.S. Service is subject to the applicants agreement to comply and perform to make such installation and/or connections to the standards, regulations, 1 equirements 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 modi fie<l to make such service available to the applicant. It is the responsibility of the applicanl 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 Agency Name Supervisor, Development Administration Titli Soos Creek Water & Sewer District "rptAvailSinglcParcc!AddSewcr" 2/6/96 Alice R Marshall . 3/151200<.c, Signatory Name Date -~J,£/Jµ~1'r -, ' a:tt~. ... 1 ....... • • -"~""r ll\Lii I( ·-J • •-.,,,_,. M ~ . • • 't '.Ii:. ' ' -. ----L---, Lo(pSoo43 ~ I\ \\\, 1o)@©@~~\{!@@ 1tJU JUL 1 1 2006 K.C. D.D.E.S. ft~ 1 • I I ii I I ~1 I >1 fl 'f ' C I l!l ) \ i ·1' ! . ' I Ii :i \· ~ ~ w ' 1l ' C, ~ " Fire District Receipt ® Department of Development * and Environmental Services 900 Oakesdale Avenue King County Renton, WA 98055-1219 Fire District # __ -4~~{)~--- Name of Project/Proposal o-pbus Tco-p,e,r'91 Shott :P\/)._t Location of Project/Proposal l::Zfu44:-I 15~ A1e. SE., E-en +nn (Address, parcel number, tax account number, legal description)* *One of these required for processing of application -ri' 't, pa re, e.. I * {(J 1 '11>0 ~ o 44() SEC_~~~~~--TWN ;).. '3 RNG. -~5 ___ _ Name of Applicant Op h L{S ---p T (rp ed u L l (!_, Address of Applicant I 2.. 0 I r1 0 n > +;;; 1<.d ~ W KROLLPAGE __ .Lf~"1-+--- Telephone Number -4~ 5 -.:J..;;;). 6 -5 95 CJ__. ______________ _ Description: Type of Project/ Proposal Check appropriate box(es) D Apartment/ Multifamily D Commercial/ Industrial n Retail ,x:fResidential: Single Family Residence n Other (describe) ______ _ 1--Storz couplings required on Fire Hydrants l.i Duplex I_ I Subdivision D Short Subdivision/ Short Plat D Rezone D Conditional Use D Unconditional Use D Planned Unit Development rJ School/ Classroom 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. i,~€1 lli2ti'n{ he£. \J5,,1 yC} Agency N me Title ~~Af2.y Distribution: White: Applicant (see below) Yellow: King County Building Services Division Pink: Fire District Note Applicant: at the time of application to DOES the white copy must be presented with project / proposal submittal. 0176 (Rev. 11/02) Lo~s- Fire District: mail yellow copy to: King County MAIN Building Services Division · FILE COPY 900 Oakesdale Avenue Renton, WA 98055-1219 Attn: Fire Engineering ITB rn;@ l]=; ~ ':fJ ~ [g) _ .. . JUL 1 1 2006 IJ,~ 1 K.C. D.D.E.S~/ NOllTHWE1~iTEi-~ DIVISION I SF LYING IN TH£ N Wf · N Wf SCALE J"• 2 USE:-S-l .OAYO~~ AO";'."i~B ~ ,,___'.'~---r-GI,:~= C-P»/RNAA.'· 4,M('f) rcVNJ"Y Ct;/ofX;:~ IVIAIN FILE CQpy K.C. D.D.E.S. ~··. ~\Vi L o<osool.} l1J KENNETH R. ANDERSON AND ASSOCIATES, INC., P.S. June 13, 2006 SUBJECT: DAVIS -OPHUS SHORT PLAT, LOT CLOSURE CALCULATIONS Parcel Parcel name: Boundary North: 164851.7602 East: 1306991.6665 Line Course: S 00-46-32 W Length: 140.99 North: 164710.7831 East: 1306989.7581 Line Course: N88-51-10W Length:632.18 North: 164723.4403 East: 1306357.7048 Line Course: N 00-37-47 E Length: 140.99 North: 164864.4217 East: 1306359.2543 Line Course: S 88-51-10 E Length: 632.54 North: 164851.7574 East: 1306991.6676 Perimeter: 1546.71 Area: 89,156 SQ. FT. 2.04 7 ACRES Mapcheck Closure -(Uses listed courses, radii, and deltas) Error Closure: 0.0030 Course: S 21-20-48 E Error North: -0.00281 East: 0.0011 O Precision 1: 515,566.67 -------------------------------------------------- Parcel name: Lot 1 North: 164863.4243 East: 1306409.2450 Line Course: S 00-37-47 W Length: 115.99 North: 164747.4413 East: 1306407.9702 Line Course: N 88-51-10 W Length: 25.23 North: 164747.9465 East: 1306382.7453 Curve Length: 39.04 Radius: 25.00 Delta: 89-28-56 Tangent: 24.78 Chord: 35.20 Course: N 44-06-41 W Course In: N 01-08-50 E Course Out: N 89-22-13 W RP North: 164772.9415 East: 1306383.2458 End North: 164773.2162 East: 1306358.2473 Line Course: N 00-37-47 E Length: 91.22 North: 164864.4307 East: 1306359.2499 Line Course: S 88-51-10 E Length: 50.00 North: 164863.4296 East: 1306409.2399 Perimeter: 321.48 Area: 5,668 SQ. FT. 0.130ACRES Mapcheck Closure -(Uses listed courses, radii, and deltas) Error Closure: 0.0074 Course: N 44-06-42 W /Vt ll J f\J r:1 L • ~ @C~@ il 1§@: l[J1 1;; Cop., Error North: 0.00532 East: -0.00515 Precision 1: 43,443.24 JUL I 1 2006 l_!:V K.c. D.D.E.s. /.-- ,f.:~} 1720 SO. 34JST PL., SUITE C-4• FEDERAL WAY, WASHINGTON• 98023 / \ DES MOINES: 253/838-1199 • TACO:VL\: 253/272-9858 • TOLL FREE: 1-888-838-1199; ,./... ~,// FAX 253/838-8164 LO(o 5 00 t/~ KENNETH R. ANDERSON AND ASSOCIATES, INC., P.S. ---·------------------- Parcel name: Lot 2 North: 164862.6234 East: 1306449.2386 Line Course: S 00-37-47 W Length: 115.99 North: 164746.6404 East: 1306447.9638 Line Course: N 88-51-10 W Length: 40.00 North: 164747.4412 East: 1306407.9719 Line Course: N 00-37-47 E Length: 115.99 North: 164863.4242 East : 1306409.2466 Line Course: S 88-51-10 E Length: 40.00 North: 164862.6234 East : 1306449.2386 Perimeter: 311.99 Area: 4,640 SQ. FT 0.107 ACRES Mapcheck Closure -(Uses listed courses, radii, and deltas) Error Closure: 0.0000 Course: S 90-00-00 E Error North: 0.00000 East : 0.00000 Precision 1: 311,980,000.00 ------------------------ Parcel name: Lot 3 North: 164861.8224 East: 1306489.2322 Line Course: S 00-37-47 W Length: 115.99 North: 164745.8394 East: 1306487.9574 Line Course: N 88-51-10 W Length: 40.00 North: 164746.6403 East: 1306447.9655 Line Course: N 00-37-47 E Length: 115.99 North: 164862.6233 East: 1306449.2403 Line Course: S 88-51-10 E Length: 40.00 North: 164861.8224 East: 1306489.2322 Perimeter: 311.99 Area: 4,640 SQ. FT 0.107 ACRES Mapcheck Closure -(Uses listed courses, radii, and deltas) Error Closure: 0.0000 Course: S 90-00-00 E Error North: 0.00000 East : 0.00000 Precision 1: 311,980,000.00 KENNETH R. ANDERSON AND ASSOCIATES, INC., P.S. Parcel name: Lot 4 North: 164861.0215 East: 1306529.2259 Line Course: S 00-37-47 W Length: 120.99 North: 164740.0388 East: 1306527.8961 Line Course: N 88-51-10 W Length: 19.92 North: 164740.4376 East: 1306507.9801 Line Course: N 00-37-47 E Length: 5.00 North: 164745.4373 East: 1306508.0351 Line Course: N 88-51-10 W Length: 20.08 North: 164745.8393 East: 1306487.9591 Line Course: N 00-37-47 E Length: 115.99 North: 164861.8223 East: 1306489.2339 Line Course: S 88-51-10 E Length: 40.00 North: 164861.0215 East: 1306529.2259 Perimeter: 321.99 Area: 4,739 SQ. FT. 0.109 ACRES Mapcheck Closure -(Uses listed courses, radii, and deltas) Error Closure: 0.0000 Course: S 90-00-00 E Error North: 0.00000 East: 0.00000 Precision 1: 321,980,000.00 Parcel name: Lot 5 North: 164860.2205 East: 1306569.2195 Line Course: S 00-37-47 W Length: 120.99 North: 164739.2378 East: 1306567.8897 Line Course: N 88-51-10 W Length: 40.00 North: 164740.0387 East: 1306527.8977 Line Course: N 00-37-47 E Length: 120.99 North: 164861.0214 East: 1306529.2275 Line Course: S 88-51-10 E Length: 40.00 North: 164860.2205 East: 1306569.2195 Perimeter: 321.99 Area: 4,840 SQ. FT. 0.111 ACRES Mapcheck Closure -(Uses listed courses, radii, and deltas) Error Closure: 0.0000 Course: S 90-00-00 E Error North: 0.00000 East : 0.00000 Precision 1: 321,980,000.00 KENNETH R. ANDERSON AND ASSOCIATES, INC., P.S. ------------------------------------- Parcel name: Lot 6 North: 164859.2193 East: 1306619.2115 Line Course: S 00-37-47 W Length: 120.99 North: 164738.2366 East: 1306617.8817 Line Course: N 88-51-10 W Length: 50.00 North: 164739.2377 East: 1306567.8918 Line Course: N 00-37-47 E Length: 120.99 North: 164860.2204 East: 1306569.2215 Line Course: S 88-51-10 E Length: 50.00 North: 164859.2193 East: 1306619.2115 Perimeter: 341.99 Area: 6,050 SQ. FT. 0.139ACRES Mapcheck Closure -(Uses listed courses, radii, and deltas) Error Closure: 0.0000 Course: S 90-00-00 E Error North: 0.00000 East: 0.00000 Precision 1: 341,980,000.00 ·---·-------------------------------------- Parcel name: Lot 7 North: 164858.2181 East: 1306669.2035 Line Course: S 00-37-47 W Length: 140.99 North: 164717.2367 East: 1306667.6539 Line Course: N 88-51-10 W Length: 159.93 North: 164720.4387 East: 1306507.7560 Line Course: N 00-37-47 E Length: 20.00 North: 164740.4375 East: 1306507.9758 Line Course: S 88-51-10 E Length: 109.93 North: 164738.2365 East: 1306617.8838 Line Course: N 00-37-47 E Length: 120.99 North: 164859.2192 East: 1306619.2135 Line Course: S 88-51-10 E Length: 50.00 North: 164858.2181 East: 1306669.2035 Perimeter: 601.85 Area: 9,248 SQ. FT. 0.212 ACRES Mapcheck Closure -(Uses listed courses, radii, and deltas) Error Closure: 0.0000 Course: S 90-00-00 E Error North: 0.00000 East: 0.00000 Precision 1: 601,840,000.00 KENNETH R. ANDERSON AND ASSOCIATES, INC., P.S. Parcel name: Street North: 164745.4343 East: 1306508.0313 Line Course: S 00-37-47 W Length: 25.00 North: 164720.4358 East: 1306507.7565 Line Course: N 88-51-10 W Length: 150.08 North: 164723.4406 East: 1306357.7066 Line Course: N OQ.37-47 E Length: 49.78 North: 164773.2176 East: 1306358.2537 Curve Length: 39.04 Radius: 25.00 Delta: 89-28-56 Tangent: 24.78 Chord: 35.20 Course: S 44-06-42 E Course In: S 89-22-14 E Course Out: S 01-08-50 W RP North: 164772.9430 East: 1306383.2522 End North: 164747.9480 East: 1306382.7517 Line Course: S 88-51-10 E Length: 125.31 North: 164745.4391 East: 1306508.0366 Perimeter: 389.21 Area: 3,883 SQ. FT. 0.089 ACRES Mapcheck Closure -(Uses listed courses, radii, and deltas) Error Closure: 0.0071 Course: N 47-36-49 E Error North: 0.00480 East : 0.00526 Precision 1: 54,818.31 Parcel name: Tract "A" North: 164857.2780 East: 1306716.1489 Line Course: S 19-28-35 E Length: 67 .04 North: 164794.0741 East: 1306738.5013 Line Course: S 10-22-39 W Length: 30.55 North: 164764.0238 East: 1306732.9982 Curve Length: 48.74 Radius: 100.00 Delta: 27-55-29 Tangent: 24.86 Chord: 48.26 Course: S 03-35-05 E Course In: S 79-37-21 E Course Out: S 72-27-10 W RP North: 164746.0105 East: 1306831.3624 End North: 164715.8613 East: 1306736.0155 Line Course: N 88-51-10 W Length: 68.38 North: 164717.2304 East: 1306667.6493 Line Course: N 00-37-47 E Length: 140.99 North: 164858.2119 East: 1306669.1988 Line Course: S 88-51-10 E Length: 46.95 North: 164857.2719 East: 1306716.1394 Perimeter: 402.65 Area: 8,810 SQ. FT. 0.202 ACRES Mapcheck Closure -(Uses listed courses, radii, and deltas) Error Closure: 0.0113 Course: S 57-19-12 W Error North: -0.00609 East : -0.00950 Precision 1: 35,632.74 .. KENNETH R. ANDERSON AND ASSOCIATES, INC., P.S. Parcel name: Tract "B" North: 164851.7602 East : 1306991.6665 Line Course: S 00-46-32 W Length: 140.99 North: 164710.7831 East: 1306989.7581 Line Course: N 88-51-10 W Length: 253.79 North: 164715.8643 East: 1306736.0189 Curve Length: 48.74 Radius: 100.00 Delta: 27-55-29 Tangent: 24.86 Chord: 48.26 Course: N 03-35-05 W Course In: N 72-27-10 E Course Out: N 79-37-21 W RP North: 164746.0135 East: 1306831.3658 End North: 164764.0268 East: 1306733.0016 Line Course: N 10-22-39 E Length: 30.55 North: 164794.0771 East: 1306738.5047 Line Course: N 19-28-35 W Length: 67.04 North: 164857.2810 East: 1306716.1523 Line Course: S 88-51-10 E Length: 275.57 North: 164851.7637 East: 1306991.6670 Perimeter: 816.68 Area: 36,638 SQ. FT 0.841 ACRES Mapcheck Closure -(Uses listed courses, radii, and deltas) Error Closure: 0.0035 Course: N 09-40-47 E Error North: 0.00348 East : 0.00059 Precision 1: 233,337.14 S:\projects\2006 Projects\06-031 Davis-Ohpus Property Subdivision\lots\06-031 -Plat Lot Cales.doc stewart <·f·: ~title -builder/developer division""· Title Officer: Don Peters Title Officer: Robert B. Jackson Title Officer: Chris Rollins Phone: Fax: Phone: Fax: Phone Fax 18000 International Blvd. South, Suite 510 SeaTac, WA 98188 206-770-8700 + 888-896-1443 E-Fax Number: 206-770-6579 (206) 770-8858 E-mail: dpeters@stewart.com (206) 770-8801 (206) 770-8860 E-mail: rjackson@stewart.com (206) 770-8801 (206) 770-8764 E-mail: chris.rollins@stewart.com (206) 770-8801 Your Stewart Closer will be: Nicole Johnson -Phone (206) 770-8729, Fax (206) 299-9139 Reference: OPHUS/DAVIS CONSULTING Order Number: 205125824 SECOND REPORT SCHEDULE A 1. Effective Date: June 8, 2006 at 8:00 a.rn. 2. Policy Or Policies To Be Issued: ( X) ALTA OWNER'S POLICY, (10/17/92) (X)STANDARD ( )EXTENDED SHORT TERM Amount: Premium: Tax: Total: Escrow Number: 205125824 $720,000.00 $1,512.00 $133.06 $1,645.06 Proposed Insured: DAVIS CONSULTING. INC. A WASHINGTON CORPORATION ( ) ALT A LOAN POLICY Amount: Premium: Tax: Total: $ 0.00 TO BE DETERMINED 3. The estate or interest in the land described or referred to in this Commitment and covered herein is: FEE SIMPLE ESTATE 4. Title to said estate or interest in said land is at the effective date hereof vested in: MAIN FILE COPY JENNIFER K. OPHUS, AS TO A LIFE ESTATE AND MICHAEL J. OPHUS, ALSO APPEARING OF RECORD AS MICHEAL J. OPHUS, PRESUMPTIVELY SUBJECT TO THE COMMUNITY INTEREST OF HIS SPOUSE ON MARrn '6 ,004 DATE OF ACQUIRING TT~r Wc!t1li,nr2,;:;, REMAINDER D ~~l_s~\VLc:,IDJ JUL 11 2006 ,}:V _ 5. The land referred to in this commitment is described in Exhibit "A". Page 1 /,_,, i K.C. D.D.E.S; t'J 1_ Order Number: 205125824 ( ~\ V, LO(&,'S0045~ SCHEDULE B -SECTION 1 THE FOLLOWING ARE THE REQUIREMENTS TO BE COMPLIED WITH: ITEM (A) PAYMENT TO OR FOR THE ACCOUNT OF THE GRANTORS OR MORTGAGORS OF THE FULL CONSIDERATION FOR THE ESTATE OR INTEREST TO BE INSURED. ITEM (B) PROPER INSTRUMENT(S) CREATING THE ESTATE OR INTEREST TO BE INSURED MUST BE EXECUTED AND DULY FILED FOR RECORD NOTE: EFFECTIVE JANUARY 1, 1997, AND PURSUANT TO AMENDMENT OF WASHINGTON STATE STATUTES RELATING TO STANDARDIZATION OF RECORDED DOCUMENTS, THE FOLLOWING FORMAT AND CONTENT REQUIREMENTS MUST BE MET. FAILURE TO COMPLY MAY RESULT IN REJECTION OF THE DOCUMENT BY THE RECORDER. FORMAT: MARGINS TO BE 3" ON TOP OF FIRST PAGE, 1" ON SIDES AND BOTTOM, 1" ON TOP, SIDES AND BOTTOM OF EACH SUCCEEDING PAGE. FONT SIZE OF 8 POINTS OR LARGER AND PAPER SIZE OF NO MORE THAN 8 W' BY 14". NO ATIACHMENTS ON PAGES SUCH AS STAPLED OR TAPED NOTARY SEALS, PRESSURE SEALS MUST BE SMUDGED. INFORMATION WHICH MUST APPEAR ON THE FIRST PAGE: Page2 TITLE OR TITLES OF DOCUMENT. IF ASSIGNMENT OR RECONVEYANCE REFERENCE TO AUDITOR'S FILE NUMBER OR SUBJECT DEED OF TRUST. NAMES OF GRANTOR(S) AND GRANTEE(S) WITH REFERENCE TO ADDITIONAL NAMES ON FOLLOWING PAGE(S), IF ANY. ABBREVIATED LEGAL DESCRIPTION (LOT, BLOCK, PLAT NAME OR SECTION, TOWNSHIP, RANGE AND QUARTER QUARTER SECTION FOR UNPLATIED). ASSESSOR'S TAX PARCEL NUMBER(S) RETURN ADDRESS WHICH MAY APPEAR IN THE UPPER LEFT HAND 3" TOP MARGIN Order Number: 205125824 C SCHEDULE B • SECTION 2 GENERAL EXCEPTIONS THE POLICY OR POLICIES TO BE ISSUED WILL CONTAIN EXCEPTIONS TO THE FOLLOWING UNLESS THE SAME ARE DISPOSED OF TO THE SATISFACTION OF THE COMPANY. A. TAXES OR ASSESSMENTS WHICH ARE NOT SHOWN AS EXISTING LIENS BY THE RECORDS OF ANY TAXING AUTHORITY THAT LEVIES TAXES OR ASSESSMENTS ON REAL PROPERTY OR BY THE PUBLIC RECORDS. 8. ANY FACTS, RIGHTS, INTEREST, OR CLAIMS WHICH ARE NOT SHOWN BY THE PUBLIC RECORDS BUT WHICH COULD BE ASCERTAINED BY AN INSPECTION OF SAID LAND OR BY MAKING INQUIRY OF PERSONS IN POSSESSION THEREOF. C. EASEMENTS, CLAIMS OF EASEMENT OR ENCUMBRANCES WHICH ARE NOT SHOWN BY THE PUBLIC RECORDS. D. DISCREPANCIES, CONFLICTS IN BOUNDARY LINES, SHORTAGE IN AREA, ENCROACHMENTS, OR ANY OTHER FACTS WHICH A CORRECT SURVEY WOULD DISCLOSE, AND WHICH ARE NOT SHOWN BY PUBLIC RECORDS. E. (A) UNPATENTED MINING CLAIMS, (B) RESERVATIONS OR EXCEPTIONS IN PATENTS OR IN ACTS AUTHORIZING THE ISSUANCE THEREOF; (C) WATER RIGHTS, CLAIMS OR TITLE TO WATER; WHETHER OR NOT THE MATTERS EXCEPTED UNDER (A), (B) OR (C) ARE SHOWN BY THE PUBLIC RECORDS, (D) INDIAN TRIBAL CODES OR REGULATIONS, INDIAN TREATY OR ABORIGINAL RIGHTS, INCLUDING EASEMENTS OR EQUITABLE SERVITUDES. F. ANY LIEN, OR RIGHT TO A LIEN, FOR SERVICES, LABOR OR MATERIAL THERETOFORE OR HEREAFTER FURNISHED, IMPOSED BY LAW AND NOT SHOWN BY THE PUBLIC RECORDS. G. ANY SERVICE, INSTALLATION, CONNECTION, MAINTENANCE, CONSTRUCTION, TAP OR REIMBURSEMENT CHARGES/COSTS FOR SEWER, WATER, GARBAGE OR ELECTRICITY. H. 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 OF RECORD FOR VALUE THE ESTATE OR INTEREST OR MORTGAGES THEREON COVERED BY THIS COMMITMENT. END OF GENERAL EXCEPTIONS Page3 Order Number: 205125824 SCHEDULE B -SECTION 2 CONTINUED SPECIAL EXCEPTIONS 1. RESTRICTIONS, CONDITIONS, DEDICATIONS, NOTES, EASEMENTS AND PROVISIONS DELINEATED AND/OR DESCRIBED ON THE PLAT RECORDED IN VOLUME 45 OF PLATS AT PAGE(S) 47 IN KING COUNTY, WASHINGTON. 2. TERMS AND CONDITIONS OF RESOLUTION NO. 1854 RECORDED: APRIL 28, 1983 RECORDING NO.: 8304280641 3. LIEN OF THE REAL ESTATE EXCISE SALES TAX AND SURCHARGE UPON ANY SALE OF SAID PREMISES, IF UNPAID. AS OF THE DATE HEREIN, THE EXCISE TAX RATE FOR UNINCORPORATED KING COUNTY IS 1.78%. 4. GENERAL TAXES. THE FIRST HALF BECOMES DELINQUENT AFTER APRIL 30TH_ THE SECOND HALF BECOMES DELINQUENT AFTER OCTOBER 31 5 T. YEAR: 2006 AMOUNT BILLED: $4,375.12 AMOUNT PAID: $2,187.56 AMOUNT DUE: $2187.56, PLUS INTEREST AND PENAL TY, IF DELINQUENT LEVY CODE: TAX ACCOUNT NO.: ASSESSED VALUATION: LAND: IMPROVEMENTS: 4250 619660-0440-06 $250,000.00 $82,000.00 5. DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF: Page 4 GRANTOR: WILLIAM E. RICKETTS, A SINGLE MAN, AS TO A LIFE ESTATE, AND MAYNARD BYERS AND JENNIFER K. BYERS, HUSBAND AND WIFE, AS TO THE REMAINDER TRUSTEE: BENEFICIARY: AMOUNT: DATED: RECORDED: RECORDING NO.: CHICAGO TITLE CHASE MANHATTAN BANK USA, N.A. $30,000.00 MARCH 4, 1997 MARCH 10, 1997 9703100320 NOTE: WE FIND NO RECONVEYANCE OF RECORD FOR SAID DEED OF TRUST. Order Number: 205125824 6. DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF: GRANTOR: JENNIFER K. OPHUS, AN UNMARRIED WOMAN TRUSTEE: BENEFICIARY: AMOUNT: DATED: RECORDED: RECORDING NO.: AND MICHEAL J. OPHUS, AN UNMARRIED MAN, WHO ACQUIRED TITLE AS JENNIFER K. OPHUS, AS HER SEPARATE ESTATE, AS TO A LIFE ESATE FORE HE LIFE AND MICHAEL J. OPHUS, AS HIS SEPARATE ESTATE, AS TO THE REMAINDER FIRST AMERICAN TITLE INSURANCE CO. BNC MORTGAGE, INC., A DELAWARE CORPORATION $225,000.00 JANUARY 11, 2005 JANUARY 19, 2005 20050119001866 BY REASON OF SUBSTITUTION BY THE BENEFICIARY, NORTHWEST TRUSTEE SERVICES, INC., A WASHINGTON PROFESSIONAL LIMITED LIABILITY COMPANY WAS APPOINTED SUCCESSOR TRUSTEE IN INSTRUMENT RECORDED UNDER RECORDING NO. 20050921001261. 7. IF THE HEREIN DESCRIBED PROPERTY CONSISTS OF THE DWELLING IN WHICH THE OWNER RESIDES, SUCH PREMISES CANNOT BE CONVEYED OR ENCUMBERED UNLESS THE INSTRUMENT IS EXECUTED AND ACKNOWLEDGED BY BOTH SPOUSES, IF SAID OWNER IS A MARRIED PERSON, PURSUANT TO RCW 6.13. IF THE OWNER IS UNMARRIED THE FORTHCOMING INSTRUMENT SHOULD SO RECITE. NOTES: NOTE A: IN ORDER TO ASSURE TIMELY RECORDING ALL RECORDING PACKAGES SHOULD BE SENT TO: STEWART TITLE 18000 INTERNATIONAL BLVD., SUITE 510 SEA TAC, WASHINGTON 98188 ATTN: RECORDER NOTE B: THE DESCRIPTION CAN BE ABBREVIATED AS SUGGESTED BELOW IF NECESSARY TO MEET STANDARDIZATION REQUIREMENTS. THE FULL TEXT OF THE DESCRIPTION MUST APPEAR IN THE DOCUMENT(S) TO BE INSURED. LT. 4, BLK. 2, NORTHWESTERN GARDEN TRS. DIV. #1, VOL 45, PG. 47 Page 5 Order Number: 205125824 NOTE C: ACCORDING TO THE APPLICATION FOR TITLE INSURANCE, TITLE IS TO VEST IN DAVIS CONSULTING, INC .. EXAMINATION OF THE RECORDS DISCLOSES NO MATTERS PENDING AGAINST SAID PARTY(IES). CHAIN OF TITLE NOTE: THE FOLLOWING DEED(S) AFFECTING SAID LAND WAS (WERE) RECORDED WITHIN 24 MONTHS OF THE DATE OF THIS COMMITMENT: GRANTOR: GRANTEE: RECORDING NUMBER: JENNIFER K. OPHUS, A SINGLE PERSON JENNIFER K. OPHUS, A SINGLE PERSON, AS TO A LIFE ESTATE FOR HER LIFE; MICHAEL J. OPHUS, A MARRIED MAN AS HIS SEPARATE ESTATE, AS TO THE REMAINDER 20040331000273 THE ABOVE INFORMATION IS PROVIDED FOR INFORMATIONAL PURPOSES ONLY AND NO LIABILITY SHALL ARISE THEREFROM. DP END OF SCHEDULE B Page 6 Order Number: 205125824 Copies to: DAVIS REAL ESTATE GROUP/RENTON 1201 MONSTER ROAD SOUTHWEST, SUITE 320 RENTON, WA 98055 ATTENTION: CHARLOTTE VANLANINGHAM STEWART TITLE/RENTON 19400 1 08TH AVE SE RENTON, WA 98055 ATTENTION: NICOLE JOHNSON Page 7 Order Number: 205125824 Order Number: 205125824 EXHIBIT "A" LOT 4, BLOCK 2, NORTHWESTERN GARDEN TRACTS DIVISION NO. 1, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 45 OF PLATS, PAGE(S) 47, RECORDS OF KING COUNTY, WASHINGTON. Stewart Title Guaranty Company, Stewart Title Insurance Company, Stewart Title Insurance Company of Oregon, National Land Title Insurance Company, Arkansas Title Insurance Company, Charter Land Title Insurance Company. Privacy Policy Notice PURPOSE OF THIS NOTICE Title V of the Gramm-Leach-Bliley Act (GLBA) generally prohibits any financial institution, directly or through its affiliates, from sharing nonpublic personal information about you with a nonaffiliated third party unless the institution provides you with a notice of its privacy policies and practices. such as the type of information that it collects about you and the categories of persons or entities to whom it may be disclosed. In compliance with the GLBA, we are providing you with this document, which notifies you of the privacy policies and practices of Stewart Title Guaranty Company, Stewart Title Insurance Company, Stewart Title Insurance Company of Oregon, National Land Title Insurance Company, Arkansas Title Insurance Company, Charter Land Title Insurance Company. We may collect nonpublic personal information about you from the following sources: • Information we receive from you. such as on applications or other forms. • Information about your transactions we secure from our files, or from our affiliates or others. • Information we receive from a consumer reporting agency. • Information that we receive from others involved in your transaction, such as the real estate agent or lender. Unless it is specifically stated otherwise in an amended Privacy Policy Notice, no additional nonpublic personal information will be collected about you. We may disclose any of the above information that we collect about our customers or former customers to our affiliates or to nonaffiliated third parties as permitted by law. We also may disclose this information about our customers or former customers to the following types of nonaffiliated companies that perform marketing services on our behalf or with whom we have joint marketing agreements: • Financial service providers such as companies engaged in banking, consumer finance, securities and insurance. • Non-financial companies such as envelope stuffers and other fulfillment service providers. WE DO NOT DISCLOSE ANY NONPUBLIC PERSONAL INFORMATION ABOUT YOU WITH ANYONE FOR ANY PURPOSE THAT IS NOT SPECIFICALLY PERMITIED BY LAW. We restrict access to nonpublic personal information about you to those employees who need to know that information in order to provide products or services to you. We maintain physical, electronic, and procedural safeguards that comply with federal regulations to guard your nonpublic personal information. I I " ~ ·l 1 I ' • ) I ·1 f-2T ~ I ,. l , l I II I ' o1eo111, l -' • I • 12 I -I - """' - ORDER NO:. 205125824 I I N I :-~IWloJit.:Jiil...1.---J~.,~i!:JL-_--.""""jCJ \ .. I ., I 8 tHIOf .... ~D Fl. RD, £!~r. --....._ -· --.. --~ ------.. -J. ··-·····-- 7 ' I.Ml .Ill - 44BBBf :I ,-D3 AC iMIII I I I This sketch is provided without charge for information. It is not intended to show all matters related to the property including, but not limited to area, dimensions, encroachments or locations of boundaries. It's not a part of, nor does it modify, the commitment or policy to which it is attached. The company assumes NO LIABILITY for any matter related to this sketch. Reference should be made to an accurate survey for further information. COMMITMENT FOR TITLE INSURANCE ISSUED BY STEWART TITLE GUARANTY COMPANY, A Texas Corporation, herein called the Company, for a valuable consideration, hereby commits to issue its policy or policies of title insurance, as identified in Schedule A, in favor of the proposed Insured named in Schedule A, as owner or mortgagee of the estate or interest covered hereby in the land described or referred to in Schedule A, upon payment of the premiums and charges therefore; all subject to the provisions of Schedules A and Band to the Conditions and Stipulations hereof. This Commitment shall be effective only when the identity of the proposed Insured and the amount of the policy or policies committed for have been inserted in Schedule A hereof by the Company, either at the time of the issuance of this Commitment or by subsequent endorsement. This Commitment is preliminary to the issuance of such policy or policies of title insurance and all liability and obligations hereunder shall cease and terminate six months after the effective date hereof or when the policy or policies committed for shall issue, whichever first occurs, provided that the failure to issue such policy or policies is not the fault of the Company. IN WITNESS WHEREOF, Stewart Title Guaranty Company has caused its corporate name and seal to be hereunto affixed by its duly authorized officers on the date shown on Schedule A. / Cbai ... 11n of tbe)Board Authorized Signatory STEWART TITLE Company SEATAC, WASHINGTON City, State CONDITIONS AND STIPULATIONS 1. The term mortgage, when used herein, shall include deed of trust, trust deed, or other security instrument. 2. If the proposed Insured has or acquires actual knowledge of any defect, lien, encumbrance, adverse claim or other matter affecting the estate or interest or mortgage thereon covered by this Commitment other than those shown in Schedule B hereof, and shall fail to disclose such knowledge to the Company in writing, the Company shall be relieved from liability for any loss or damage resulting from any act of reliance hereon to the extent the Company is prejudiced by failure to so disclose such knowledge. If the proposed Insured shall disclose such knowledge to the Company, or if the Company otherwise acquires actual knowledge of any such defect, lien, encumbrance, adverse claim or other matter, the Company at its option may amend Schedule B of this Commitment accordingly, but such amendment shall not relieve the Company from liability previously incurred pursuant to paragraph 3 of these Conditions and Stipulations. 3. Liability of the Company under this Commitment shall be only to the named proposed Insured and such parties included under the definition of Insured in the form of policy or policies committed for any only for actual loss incurred in reliance hereon in undertaking in good faith (a) to comply with the requirements hereof, or (b) to eliminate exceptions shown in Schedule B, or (c) to acquire or create the estate or interest or mortgage thereon covered by this Commitment. In no event shall such liability exceed the amount stated in Schedule A for the policy or policies committed for and such liability is subject to the insuring provisions, the Conditions and Stipulations, and the Exclusions from Coverage of the form of policy or policies committed for in favor of the proposed Insured which are hereby incorporated by reference and are made a part of this Commitment except as expressly modified herein. 4. Any action or actions or rights of action that the proposed Insured may have or may bring against the Company arising out of the status of the title to the estate or interest or the status of the mortgage thereon covered by this Commitment must be based on and are subject to the provisions of this Commitment. All notices required to be given the Company and any statement in writing required to be furnished the Company shall be addressed to it at P.O. Box 2029, Houston, Texas 77252. ® King County Deparbnent of Development and Environmental Services Land Use Services Division 900 Oakesdale Avenue Southwest Ren1Dn, Washington 98055-1219 206-296-6800 TIY 206-296-7217 STATE OF WASHINGTON ) ) ss COUNTY OF KING ) File Number: ,4 0 5 P f1 ,218 • Application Name: Project Location: /7io44 Web date: 09/13/2005 AFFIDAVIT CONCERNING CRITICAL AREAS COMPLIANCE For alternate formats. call 206-296-6600. 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 cure to the satisfaction of King County. Date tlnd Place (City and Stat under the laws of the State of Washington that the foregoing is true • ' .. t' ,' > OPHUS PROPERTY SHORT PLAT ENVIRONMENTAL CHECKLIST Purpose of checklist: The State Environmental Act (SEPA), chapter 43.21C RCW, 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 identifies 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. A. Background 1. Name of proposed project, if applicable: Ophus Property Short Plat 2. Name of applicant: Ophus Property LLC 3. Address and phone number of applicants and contact person: Applicant: Contact: Davis Real Estate Group 1201 Monster Road Suite#320 Renton, WA 98055 4. Date checklist prepared: June 2, 2006 5. Agency requesting checklist: King County O.D.E.S. Charlotte Vanlaningham 425-228-5959 6. Proposed timing or schedule (including phasing, if applicable): Preliminary Short Plat approval Winter 2006 Construction Plan Approval Spring 2007 Site Construction begin Fall 2007 7. Do you have any plans for future additions, expansions, or further activity related to or connected with this proposal? If yes explain: No 8. List any environmental information you know about that has been prepared, or will be prepared, directly related to this proposal: Welland and Stream Report dated April 2005 prepared by EDAW, Inc. 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: No 10. List any government approvals or permits that will be needed for your proposal, if known: King County Short plat approval Construction permits Right-of-Way Use permits Building permits 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 proposal is to subdivide an existing 2.05 acres of property into 7 single-family detached residential building lots. The propet1f 1s legally described as: Lot 4, Block 2, Northwestern Garden Tracts Division #l. King county Tax parcel #619660-0440 12. Location of the proposal. Give sufficient information for a person to understand the precise location of your proposed project, including street address, if any, and section, township, and range, if known. If a proposal would occur over a range of area, provide the range of 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 in the N. W. ~ of the N. W. ~ of Section 33, Township 23 North, Range 5 East; W.H:r in King COun_ty. The existing house on the property is addressea as 17644 -11F Avenue SE, Renton, Washington B. Environmental Elements 1. Earth a. General description of the site (circle one) Flat, rolling, hilly, portion steep, slopes, mountainous. other . b. What is the steepest slope on the site (approximate percent slope)? 12% c. What general types of soil are found on the site (for example, clay, sand, gravel, peat, muck)? If you know the classification of agricultural soils, specify them and note any prime farmland: Alderwood Series Soils d. Are there surface indications of or history of unstable soils in the immediate vicinity? If so, describe: No e. Describe the purpose, type and approximate quantities of any filling or grading proposed. Indicate source of fill: Approximately 1500 cu yd of select imported fill material will be needed for road base and for general site fill. Soils Jlenerated on site construction will remain on site for lot and park grading. f. Could erosion occur as a result of clearing, construction or use? If so, generally describe: Yes, erosion could occur during construction. g. About what percent of the site will be covered with impervious surfaces after project construction (for example, asphalt or buildings)? 50% 2 h. Proposed measures to reduce or control erosion, or other impacts to the earth, if any: 2. Air Silt fabric fencin_p, sedimentation ponds, and swales will be utilized during construction. 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: Emissions from construction equipment, dust during construction. b. Are there any off-site sources of emissions or odor that may affect your proposal? If so, generally describe: No c. Proposed measures to reduce or control emissions or other impacts to air, if any: Construction equipment will meet current State and Federal emission requirements; dust control (water) will be provided during construction. 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, saltwater, lakes, ponds and wetlands)? If yes, describe type and provide names. If appropriate, state what stream or river it flows into: A wetland and stream exist on the property along the easterly portion. The drainage from this property contributes to the upper reaches of Soos Creek. 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: yes, a storm water outfall would be constructed within 200 feet of the on-site stream. 3) Estimate the amount of fill and dredge material that would be placed in or removed from surface waters or wetlands and indicate the area of the site that would be affected. Indicate the source of fill material: None 4) Will the proposal require surface water withdrawals or diversions? Give general description , purpose, and approximate quantities if known: No 5) Does the proposal lie within a 100-year floodplain? If so, note location on the site plan: No 3 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: No 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: No 2) Describe waste material that will be discharged into the ground from septic tanks or other sources, if any (for example: 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: N/A c. Water runoff (including storm water); 1) Describe the source of runoff (including storm water) 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: storm runoff will be generated from the proposed project from new homes, driveways, and lawns. Additional storm water runoff will be generated from the road improvements and proposed park. Tbis water will flow into the road improvements; conveyed via curb, guttef"/ and drainage p_ipes into the on site detention vault. Tbe vault wilt then discharge into the wetlands on the eastem portion of the project. 2) Could waste materials enter ground or surface waters? If so, generally explain: Household spills could enter the storm system. d. Proposed measures to reduce or control surface, ground and runoff water impacts. If any: storm water BMP's (Best Management Practice} will be incorporated into the project to minimize surface and ground water impacts during and after construction. King County_ standards for BMP's will be incorporated and shown on the utility plan. 4. Plants a. check or circle types of vegetation found on the site: XXX deciduous tree: red alder, big leaf maple, black cottonwood, pacific willow XXX evergreen tree: Do"J.a~s fir, western red cedar, western hemlock shrubs: vine map/4 n1an plum, red elderbeny, wild rose, salmonbeny, willows, twinberry, hart/hack, blackberries __ grass: miscellaneous unidentified grasses and forbs. __ pasture 4 crop or grain ---wet soil plants: cattail, buttercup, bulrush, skunk cabbage other ___ water p(ants: water lily, eelgrass, mllfoil, other ___ other types of vegetation b. What kind and amount of vegetation will be removed or altered? All vepetation within road rights-of-way will be removed. Approximately 50% of the site will be deared and regarded for the new homes. c. List threatened or endangered species known to be on or near the site: None known. d. Proposed landscaping., use of native plants, or other measures to preserve or enhance vegetation on the site, ir any: Landscaping will be provided by homeowners on the individual lots. The park will be landscaped as part of the project improvements to King County standards. 5. Animals a. 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 ____ _ mammals: deer, bear, elk, beaver, other~------ fish: bass, salmon, trout, herring, shellfish, other ____ _ b. List any threatened or endangered or endangered species known to near or on the site: No c. Is the site part of a migration route? If so, explain: N/A d. Proposed measures to preserve or enhance wildlife, if any: NIA 6. Energy and Natural Resources a. What kinds of energy ( electric, natural gas, oil, wood stove, solar) will be used for heating, manufacturing, etc.: Electridty and natural gas will be used to meet the project's energy needs. 5 b. Would your project affect the potential use of solar energy by adjacent properties? If so, generally describe: No. 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: Homes will be constructed to Washington state energy code requirements. 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: Unknown at this time 1) Describe special emergency services that might be required. N/A 2) Proposed measures to reduce or control environmental health hazards, if any: N/A b. Noise 1) What types of noise exist in the area which may affect your project (for example: Traffic, equipment, operation, other)? Traffic 2) What types and levels of noise would be created by or associated with the project on a short-term or a long-term basis (for example: traffic, construction, operation, other)? Indicate what hours noise would come from the site. Short term noise associated with construction equipment. Long term noise associated with 6 new single family homes. 3) Proposed measures to reduce or control noise impacts, if any: Construction equipment will meet State and Federal noise regulations. 8. Land and Shoreline Use a. What is the current use of the site and adjacent properties? Surrounding property to west. south and north are existing larger lots with older single-family residences. The property to the east is a larger wetland area encumbered by a power line easement. b. Has the site been used for agriculture? If so, describe: No c. Describe any structures on the site: The existing single family residence 6 d. Will any structures be demolished? If so, what? Y~ existing house and out building will be removed. e. What is the current zoning classification of the site: R-6 f. What is the current comprehensive plan designation of the site? Residential-6 DU per acre g. If applicable, what is the current shoreline master program designation of the site? N/A h. Has any part of the site been classified as an "environmentally sensitive" area? If so, specify: y~ a Type N stream and a class 2 wetlands are present an site i. Approximately how many people would reside or work in the completed project? 14 people (2.4 per household) j. Approximately how many people would the completed project displace? 0 k. Proposed measures to avoid or reduce displacement impacts, if any: N/A I. Proposed measures to ensure the proposal is compatible with existing and projected land uses and plans, if any: Proposal conforms to Comprehensive Plan and Zoning Cade. 9. Housing a. Approximately how many units would be provided, if any? Indicate whether high, middle, or low-income housing: 6 new middle income. b. Approximately how many units, if any would be eliminated? Indicate whether high, middle, or low-income housing: :t c. Proposed measures to reduce or control housing impacts, if any: Creation of this proposal will create additional housing 10. Aesthetics a. What is the tallest height of any proposed structure(s). not including antennas: what is the principle exterior building material(s) proposed? 35foat 7 Woo4 concrete, wood products 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. 11. Light and Glare a. What type of light or glare will the proposal produce? What time of day would it mainly occur? Light and glare associated with 13 new homes. b. Could light or glare from the finished project be a safety hazard or interfere with views? No c. What existing off-site sources of light or glare may affect your proposal? None. d. Proposed measures to reduce or control light and glare impacts, if any: None. 12.Reaeation a. What designated and informal recreational opportunities are in the immediate vicinity? Gary Grant Trail, Soos Creek, Cascade Park, Renton Park, Maplewood Golf Course b. Would the proposed project displace and existing recreational uses? If so, describe: No c. Proposed measures to reduce or control impacts on recreational opportunities to be provided by the project or applicant, if any: On site recreational space will be provided and developed to King County standards. 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: 8 None known. b. Generally describe any landmarks or evidence of historic, archaeological, scientific, or cultural importance known to be on or next to the site: None known. c. Proposed measures to reduce or control impacts, if any: N/A 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: Tbe project will access off of 11/P' A venue SE, a developed public right-of- way. b. Is site currently served by public transit? If not, what is the approximate distance to the nearest transit stop? Metro Bus service is along SE 11(11' Street at 17fll' Avenue SE (Petrollisky Road), bus route 155. Tbis is approximately BOO feet to the northwest. c. How many parking spaces would the completed project have? How many would the project eliminate? Two parking spaces per lot plus the garage. 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). Yes, the on site roads will be built and dedicated to King county. e. Will the project use ( or occur in the immediate vicinity of) water, rail, or air transportation? If so, generally describe. No f. How many vehicular trips per day would be generated by the completed project? If known, indicate when peak volumes would occur: Tbe project would generate 42 average daily trips. g. Proposed measures to reduce or control transportation impacts, if any: none proposed 15. Public Services a. Would the project result in an increased need for public services (for example: fire protection, police protection, health care, schools, other)? If so, generally describe: Tbe project will result in an increased need for all public services. 9 b. Proposed measures to reduce or control direct impacts on public services, if any: Increased f:ilx base pays for services. Parks, fire, sewer and storm water mitigation fees will also be paid. 16, Utilities a. Circle utilities currently available at the site: electricity. natural gas, water, refuse service, telephone, sanif:ilry sewer, septic system, other. 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. Sewer-Soos Creek Sewer District Water-Soos Creek Water District Public Acress -King County Power and Natural Gas -Puget Sound Energy Phone -Qwest cable Television -Comcast Intemet Access-Comcast C. SIGNATURE 10 King County Ruad Services Division ]J('partmi>ul of'l'ra11;;1mrt.;1i,um :l() I South .Jackson .St.n\t•t S(':tltl(', WA 98JOtJ·:~8GG TYPE OF CERTIFICATE [><1 ORIGINAL IJ CONDITIONAL January 10, 2006 Certificate # 01898 File Number: 06-01-09-03 Expires: January 10, 2007 CERTIFICATE OF TRANSPORTATION CONCURRENCY ~I Specific conditions arc dcsn-ibcd on the reverse side of this certificate. Pursuant to King County Code, Chapter l 4.70 as an1cndcd, this certificate confirms that the level of service standard used in the Transportation Concurrency l'vlanagern~nt program has been satisfied. IMPORTANT: This certificate does not guarantee <.1 dcvdopmcnt permit. Other transportation improvements and mitigation will be required to comply with Intersection Slandards, Mitigation Payment System, King County road standards, and/or safety needs. I. Applicant Name and Address: Mike Davis, Davis Consulting 1201 Monster Rd. SW Ste. 320, Renton, WA 98055 L Property Location: a. Property Address: 17644118th Ave. SE b. Development Name: c. Parcel Number: 6196600440 J. Type of Development Permit To Be Requested: Short Plat 4. Proposed Land Use: Single Family Residential 5. Zone Location and Reserved Units: a. Concurrency Zone: 807 Comnmnity Planning Arca: Soos Creek i. Commercial Project -Total Square J-'cct: 0 ii. Multi-family -Number of Units: 0 iii. Single family -!\umber of Units: 8 6. This Certificate is subject to the following genenil conditions: a. This Certificate of Concurrency runs with the land and is transferable only to subsequent owners of the same prnperty for the stated developrncnt, ~t1bject lo the terms, i..:onditions and expiration date listed herein. This Certificate of Concurrency is nol lran':il~rahk lo any other property and has no commercial value. This Certificate Expires: January 10, 2007 unless you apply for the development permit dcscrihcd above, prior to that date. If this requirement is not met the King County Department oi'Transportalio11 reserve~ the option to cancel your certificate and capacity reservation. When }'OU apply for a development pc1·mit with l\.in~ ( ·ounl)· 's De1mr-tment of Development and l•:nvironmental Services (DDES), hi·ing this Certificate ofTrunsportation ( ·om·111Tcnt:y a~ part of'the development application package. If you have any questions, please call (206) 263~4759. ~/ ;{ ~~~~P-,\-~ Linda Dougherty. Jlucdo,·. Roau ScrviccD Department ol I r:111~portation Ki111-c ( ounly, \\.';1~hington H:J) ~©~uW~[g) ln} JUL 1 1 2006 K.C. D.D.E.S. SOD MAIN FILE COPY ® King County Department of Development and Environmental Services Land Use Services Division Drop-Off Cover She·et for Ll.JSD ONLY 900 Oakesdale Avenue Southwest Renton, Washington 98055-1219 206-296-6600 TTY 206-296-7217 For alternate formats, call 206-296-6600. Drop-Off Cover Sheet for Land Use Services Division PROJECT NUMBER AND NAME IS NECESSARY FOR ALL DROP-OFFS X Project No.: /...,()6SQ042 Project Name Opbu <.-, 9,~ c+ p I t1 f )\ FROM ))A-1111, f1¥t7t;,,uif1n9n v• Company Name/ C ~tact Person -::X Telephone No: "°XTO: 5~ Date Received by LUSD ~[E~[E~w~'[)i OCT 1 1 2006 lb!i K.C. D.D.E.S. ADDITIONAL INFORMATION REQUESTED BY KING COUNTY STAFF (please print) Short Plat I Plats Please specify item(s) dropped-off: Lot Line Adjustment Permit Please specify item(s) dropped-off: ~~\ll ~ \ Right of Way Permit f ~. ,-,.. i. Please specify item(s) dropped-off: f . er· \ ~--------~Pr.+--~"·~H\~·~~··· _____ _ i\ Clearing I Grading Permit -Additional information requested. Please specify item(s) dropped-off: MAIN FILE COPY 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 can be provided by speaking to a Zoning/Land Use Technician. Your cooperation is important. Thank you. Check out the DDES Web site at www.metrokc.gov/ddes Drop-Off Cover Sheet-LUSD Only lg-cvs-dropoff.pdf 11 "03-2004 ® King County Department of Development and Environmental Services 900 Oakesdale Avenue Southwest Renton, Washington 98055-1219 August 7, 2006 Charlotte Vanlaningham 1201 Monster Rd. SW #320 Renton, WA 98055 RE: Notice of Incomplete Application Of"/JqS -ODES File No. L06S0043 Dear Ms. Vanlaningham: The purpose of this letter is to notify you that on August 7, 2006 the Land Use Services Division determined that the above-referenced application is incomplete under the current requirements for a complete application as specified in King County Code 20.20 and 19A.08. This initial determination is intended to be used only for the purposes of applying the time period established in the King County Code. The following information is needed for this application to be considered complete. Land Use Services Division will keep your application "on hold" pending receipt of the above infom,ation, during which time no further review will take place. Pursuant to King County King Code 20., if the requested information is not received within 90 days from the date of this letter (August 7, 2006), your application will be canceled. No time extensions will be granted. Should the application be canceled, you will be required to submit a new application. -·\·· is cy \\ \·JI \'-. \ 'i I' ', J ·--I ,.1 ·-\::._) L06S0043 August?,2006 Page2 If you have any questions about the information requested, please contact me at (206) 296-7114 or by e-mail at karen.scharer@metrokc.gov. Sincerely, ~-LW. emoram/Project Maoagec II Current Planning Section, Land Use Services Division cc: Kim Claussen, PPM Ill, Current Planning Section, Land Use Services Division Pat Simmons, Engineer Ii, Engineering Review Section, LUSD Application file Ophus Property Short Plat 17644 -118th Avenue SE Renton, Washington LEVEL ONE ANALYSIS June 10, 2006 October9,2006(REVISED) Prepared for: Ophus Property, LLC Attn: Charlotte Vanlaningham 1201 Monster Road SW Suite 320 Renton, Washington 98057 (425) 228-5959 Submitted by: Offe Engineers, PLLC Darrell L, Offe, P .E. 13932 SE 159"' Place Renton, Washington 98058 (425) 260-3412 r--.... p ,;.\ \o ', ·1< 1 .. ·, '' < -·-. -n, ! L1 ,..I,-. ' ,__ · r _ _, ' .•• ', .l KING COUN'I Y DOES Task 1 -Study Area Definitions and Maps The purpose of this report is to present a Level One Analysis of the proposed Ophus Property Short Plat in accordance with King County requirements. The Ophus Property Short Plat is a proposal to subdivide 2.05 acres of property into 7 single- family residential lots. The property is located at 17644 -118th Avenue SE in Renton in unincorporated King County. The site is compromised of tax parcel number 619660-0440. The analysis of the basin boundary indicates that the project is in the Upper Soos Creek sub-basin which to the Green-Duwamish River Basin. Residential lots bind the site with single-family homes to the west, to the south and to the north. Along the eastern portion of the property is a wetland and stream. The property abuts 118th Avenue SE to the west. The parcel is currently cleared on the west side with a single-family residence and lawn; the property is heavily wooded in the central and eastern side. Offe Engineers visited the site on June 11, 2006. Task 2 -Resource Review Critical Drainage Area Map • Green-Duwamish River Basin • Soos Creek Basin Plan Flood plain/floodway (FEMA} Maps • There is no mapped floodplain in the immediate area per the available FEMA map. Sensitive Areas • Wetlands -There are wetlands on the site along the eastern portion. • Streams and 100 Year Flood Plains -A class N stream exists on the eastern portion with no 100-year floodplain associated. • Erosion Hazard Areas -There are no erosion hazard areas for the project. • Landslide Hazard Areas -There are no landslide hazard areas for the project. • Seismic Hazard Areas -The area is not mapped as a seismic hazard area. • Coal Mine Hazard Areas -There are no coal mine hazards in this area. U.S. Department of Agriculture, King County Soils Survey • The soils on the site are predominantly Alderwood gravelly and loam, AgC. Flow Control Applications Map • The site is located within a ·eonservation Flow Control Area" based on the latest version of the Surface Water Design Manual. Water Quality Applications Map Page 2 • The site is located in a Basic Water Quality Treatment Area. Landslide Hazard Drainage Area Map • The site is not located in a landslide hazard drainage area. Task 3 -Field Inspection A representative of Offe Engineers, PLLC has made a resent visit to the project site and surrounding area. The existing site is open with an existing residence, outbuildings and landscaping on the western portion along 118th Avenue SE. The property becomes more wooden with heavier under story as you move to the eastern property line. 118th Avenue SE is open ditch along the frontage to the south and north. Further north (one parcel) is a current subdivision under construction (Petro Vista), frontage improvements along 1181h Ave. exist in that location. The project slopes from 118th Avenue SE to the east towards the stream and associated wetlands; these are both on the project property and go off site. The drainage along 118th Ave. flows north within the open ditch to the new development where a culvert has been installed. The project site flows to the east. Task 4 -Drainage System Description and Problem Description Review of the 8 Core Requirements and 5 Special Requirements of the 2005 King County Surface Water Design Manual Offe Engineers has reviewed the Core and Special Requirements in Chapter 1 of the King County Surface Water Design Manual, and addresses each of the requirements as follows: Core Requirement No. 1 -Discharge at Natural Location Currently the site discharges via sheet flow along the eastern boundary within a Class N stream and wetland. The proposed project would concentrate the flow within a detention vault and discharge into the on-site Class N stream. Core Requirement No. 2 -Offsite Analysis The project abuts Star Lake. There have been no documented flooding complaints regarding the Lake level or adjoining properties. Core Requirement No. 3 -Flow Control The proposed project will be required to meet the 2005 King County Drainage Manual. Based upon past experience under the 2005 manual, preliminary sizing of 2500 cubic feet per proposed lot provides a general sizing of the proposed vault. The preliminary vault would be sized for 17,500 cubic feet for detention. The final vault sizing and calculations will be provided as part of the engineering design. Core Requirement No. 4 -Conveyance System As part of the final engineering design for this project, it will be required to demonstrate that the storm drainage system can convey the peak flow from 25-year storm event, and that the 100- year storm event does not create or aggravate a "severe flooding problem". This design and associated calculations will be provided with the final TIR prepared with the construction documents for the site. Core Requirement No. 5 -Erosion and Sediment Control A Temporary Erosion and Sediment Control Plan implementing the Best Management Practices will be designed as part of the final engineering plans for the project. Page 3 Core Requirement No. 6 -Maintenance and Operations The Maintenance and Operations Manual for the Ophus Property Short Plat will be included in the Final Technical Information Report as part of the final engineering design for the project. core Requirement No. 7 -Financial Guarantees and Liability The Financial Guarantees and Liabilities will be required prior to the project being finalized by King County. Core Requirement No. 8 -Water Quality The project will provide the required water quality facility as part of the final engineering design. The site is located in the basic water quality treatment area. Special Requirement No. 1 -Adopted Area-Specific Requirements The project is located within the Soos Creek Basin / Green-Duwamish River Basin. Special Requirement No. 2 -Floodplain/Floodway Delineation This requirement does not apply. Special Requirement No. 3 -Flood Protection Facilities This requirement does not apply. Special Requirement No. 4 -Source Controls This requirement does not apply because the project is located in the basic water quality treatment area. Special Requirement No. 5 -Oil Control This requirement does not apply. Page4 Appendix A Figures 1. Vicinity Map 2. Upstream Basin 3. Existing Topography 4. Proposed Site plan ---=- (Jl I ' -- ,,,, I I I I I ii 8~ : ..... / / / "' / / , • ~ " "' r z 0 ~ ~ m m 0 0 • "' 0 -- I ; m 0 0 • ~ ,-1 0 • I ~ L_J I • I! Ii 0 0 • "' "' J__J ~-----~-------- ---;,;_-_- / ~'~ ~I 118TH A VENUE S.E. t I >- ' ' ' ' ' $.- "' ., .T~ I ·••·· • I i _ I, .,.,~"' ' J 0--------"----'-.;.'-l., • · I ' ·· I ;J , 1. PAR!{, _ Q;t, . :;,· l-~----------:-.""."":-,r,-.~", 1;,;,._:· .. ~-; •'// I //// I Appendix B Existing Drainage 1. Drainage Complaints 2. Drainage Complaints Summary Table --MAY. 25. 2006-4:22P~ CO. WL RD NO. 9222 P. 1 King County Water and Land Resources {WLR) Division 201 S Jackson St, Suite 600 Seattfo, WA 98104-3855 FAX Number of pages including cover sheet: To: Fax: From: Candi McKay. Eng Tech Il WLR Stonnwater Services Section Phone: 206-296-1900 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, Fl, FIR, FIR, SUP and WQA, and we do not send CL and LS types. See key below. Type St, S2 and S3 will not be faxed due to size constraints. The following i., a list of complaint types received by the Water and Land Resources Diviaion Drainage Se:mces Section. Complaint numbers beginning prior to 1990-XXXX have been arohived and ""' no longer in our J)G8SOSSl<?l1. They can still be retrieved, if necessary, but mil take additional time and may not be 1,ene.licial to your research due to their age, develgpment which has oocurred, etc. If you ate interested in reviewmg the aotulll complllh1ts, they can be pulled (time permitting) for your review. Copies can be obtained for S .15 per page, and $2.00 per page fo; plans. IW:I=. Type of Inyestlgatlan Type of Probl•m BCW BUR11~' for Otan Watet ACS C Actloa Roqaest l!SR •CL Claim CDT E-BIR Enforcement on Hold/R"1ew DCA EM Main.tenJncl!-EnfORemo:dt DDM l>CC,FCR,FC'S FoclHty C'oJDl'laf.1115 DES l'l,ll/11 'SWM Fee hlqoity Reviow/Bold OLE i' lnqlliry DTA "LS LalTllllt ERQ NDA Nelllhborbood Dnlnag•Aulmaco GRT l'IET l\etto~t lildlity INQ R/RR Engin...-tng R•mw/Fadllty Rev!...-ffiG Sl,8l,SN3 Eng;uemng studl.. I.SP SUP/F Sp!Clal {Jge Pei,nitJFiria! M'.MA WQC Warer Qo•litr Complain< MMF/GIM WQAP/P W•ter Qoality Audit In l'rogn,ss/Pennit MllQ WQ:!IR Wa<or Q .. lit)' Enro,....,0111/Revl"" NWDJSFI'l) X CC)' or Re,pon,. IO lnqaley IU'N JmM/GRT Rl!T SGN Sirn STR SWF TRE WQa/D/1 Ar;cts1 BioswaJe retrofit CommerdalDetern>lbadon Dntlo1tment/Constn:lction DraiaaJe -Mlsl:ell:meow; Dr.,m»c<-.lrolloPISodimeatiltlon Dnln11gr.-LandsllN/Earth :Movement Drainage TIIC:hnlu1 Auisbnr~• E.,thqa,,b Grant Program Gnteral Inq11lry Irz:1Ptlob Landsc,ping Malnten.llJl" A.eslbetl.cs ~lalnteu11n<t fl•odlna;'Gellff•llllfomar Mo,qmro .. New lJi..seountJ / GS-JO l>fseoant Ranofffro1rtl\l'<lgbbor 8Wl\l Fee a..measvr-OOr>llll Rell'olit fadliiy Sign& Sh,kHole stong• SWMFeo q..,ttonr Tre.e RemoVi.l Wat.er Qualfty-Best Mu1,11g,xne:ntPta.:U,..:e,JDum~dt CoQJl~tlon 'UTI UtUit;!'Inslollation YRD Yard Esten.don ~S\lbject to Public Disclo1ure requirements 1. Receipt of written request for docu010nts 2, Review and approval by Prlll!ecutiw! Attorney's office MA~. 25. 2006 4: 22PM K CO. WL RD NO. 9222 P. 2 DID aJIJ Water 8Rll llllll 1811111'• llvllhlD • lbU11DB l8rvltles SIJll1IDII £1.-r,l8nll Prinleo ; l)5l25l2008 2;63:36 PM CUmlllallt 1"' lJllB al Prlllll• Mhl10fl'rllll8m CU• Dtl TffltPIII Nlmbar GIii 1974-0116 C DRNG 12517 PETROVITSKY RD SE CASCADE VISTA PLAT AREA 656F7 1975-0148 C FLOG 12210 se PETROVITSKY RD 656F7 1977-0073 C DRNG 116TH AVE SE/PETROVI HEADWATERS/SOOS CRK 656E7 1982-0224 C FLOG 11325 SE 176TH ST CASCADE VISTA 656E7 1982--0548 C 116TH /SE175THST DEPLETION OF WATER TO POND 656E1 1983·0361 C ORNG 12 711 SE 176TH ST ILLEGAL FILL 656F7 1983-0406 C FLOG ,2210 PETROVITSKY RD SE CASCADE VISTA AREA 656F7 1984-0291 C 11417 SE 160TH PL SINKING YARD 656E7 1984-0298 C FII..L 18504 112TH AVE SE ILLEGAL NEAR: 17409 126TH AVE SE 686E1 1984-0304 C 17411 117fH A\11: SE FILL 656F7 1984-0310 C FLDG 18019 118THAVES1a BENSON HILL AREA 658F7 1984-0315 C DRNG 18504 112THAVESE EASEM'T BLKED/17409126TH AVE SE. 856F7 1984-0316 C FILL 18504 112THAVESE IU.EGAL@17409126111AVESE 6S6F7 1984-o322 C FLOG 12602 SE 176TH ST 656F7 1984-0398 C FLOG 12602 PETROVITSKY RD 656F7 1965-0235 E DRNG BMSdY RQD-COMP BY CmDT 656F7 1985-0235 EH WQI BsnSdy RQD-COMP BY CmDT 656F7 198S-0235 SE 7) 656F7 1985-o604 C FILL 17232 116TH AVE SE DRNG OBSTRUCTION 656F7 19115-1021 C FILL 12234 SE 178TH ST TOGRADlNG 6§6f7 1966-0284 C FLOG 12137 SE 172ND ST FLOODED LOT 656F7 1986-0907 C FLOG 17500 117THAVE SE STEAM THRU AREA 656E7 1966-o907 ER PIPE 17500 117THAVE SE TRFR TO BALD-GROG 656E7 19B6-1047 C FLOG 17665 111TH AVE SE TO SMALL OF PIPE 656E7 1987-()409 C FLOG 17665 111THAVE SE INADEQUATE DRNG/PLUOOED B6-1047 656E7 1987-0493 E DRNG 17661 109THAVE SE DITCH OBSTRUCTION 656E7 19BHJ499 C NOT IN Fl!.E. 656F7 1987-0723 C FLOG 17635 122ND PL SE SILTING & POLLUTION-PETROVISKY CON 6S6F7 1987-0817 C FILL 12637 SE 176THST WETLANDS/SE PETR0V1TSKYRD/126TH A 656F7 1987-0817 ER WETLAND 12637 SE 176TH ST BALD LO ACT, SPT BALD GROG. 656F7 1987-0895 C FILL 18217 118TH AVE SE FOLLOW FROM GRADING 6S\lF7 1987.0895 E FIHL TO RDS FOR COST EST. IOORE. 656F7 1987-1123 C DRNG 17324 117TH AVE SE HOLE AT END OF DRNG PIPE 86,D129, 111 656F7 1967-1194 X ORNG 18217 118THAVE SE 8LOC1<ED COUNTY DRAINAGE 67.0895 656F7 198S-0319 C DRNG 17827 116THAVE SE DRNG DITCH/SLOPE/FRENCH DRAIN 656E7 1988·0382 C DRNG 12505 SE 172ND ST ORNG DITCH-COLOR OF WATER/SOOS C 656F7 1990--0271 C DRNG 12420 SE PETROVISKY RD DRAINAGE CONSTRUCTION/STORM EVEN 658F7 Pagel of6 M~Y. 25. 2006 4: 23PM CO. WL RD NO. 9222 P. 3 ADISSll'l'NIID C8UIIIU 111ra1P111 1990-0566 CL FLOG 12602 SE PETROVITSKY RD CL#12867 OUE MAY 656F7 1990-0664 E MANHOLE FAILURE 656F7 1990-0609 C DRNG 17709 114TH PL SE SOGGY YARD/IN CRAWLSPACE 656E7 1990-1530 C FIJ)(3 18427 112TH AVE SE 656E7 199(1-1531 C FLOG 18427 112THAVE SE 656E7 1991-0031 C FLOG 18217 124THAVE SE STORM EVENT/NO DITCH PONDING 656F7 1991-0099 CL FLOG 12602 SE PETROVITS KY MEMOTOPA 656F7 1991-0698 C SPRING 11504 SE 178TH PL FILLING IN OF POND 65BE7 1991-0852 C FLOODING 12615 SE PETROVISKY RD WATER FROM BANK 668F7 1991-0852 SR FLOODING 12615 SE PETROVISKY RD WATER FROM BANK 666F7 1991-1023 C FLOODING 11633 SE 180TH ST WATER FROM ROADWAY B56F7 1991-1087 C FLOODING 16216 124THAVE SE LACK OF DRNGINEW HOUSES 656F7 1992-0571 C DRAINAGE 12301 SE 172ND DITCH CAPACITY• OLD PROBLEM 656F7 1992-0571 SR DRAINAGE 12301 SE 172ND DITCH CAPACITY-OLD PROBLEM NOT ND 656F7 1992-0609 C DRAINAGE 17225 125TH SE CASCADE VISTA STUDY 656F7 1993.(]062 WQC WQ097413 11930 SE PETROVITSKY RD 656E7 -1993-0062 WOE WQD97413 11930 SE PETROVITSKY RD DUMPING FL YER• STORM DRAINS 656E7 1993-0181 C DRAINAGE 17033 116THAVE SE SOGGYYARD 656E7 1993-0186 woe WO-OIL 12301 SE 172ND SEE 91-1106 656f7 1993.003a woe OIL DUMP 12000 SE Pl':TROVITSKY RO SWM DIDNT ENF ACTION 656F7 1893°0570 C DRAINAGE 17113 127TH AVENUE SE WATER LINE LEAKS 656F7 1993-0644 wac DUMPING 11930 SE PETROVITSKY RD SEE93-0062 656E7 1993-1059 E PIPE 12700 SE PETROVITSKY CASCADE VISTA/ BRODKA 656F7 1993-1059 ER PIPE 12700 SE PETROVITSKY CASCADE VISTA/ BRODKA 656F7 1994-0128 C ORNG 12420 PETROVISKY RD NEIGHBOR CONSTRUCTING PONO 656F7 1994-0144 C DRNG 17925 116TH AVE SE POSS FILLING VIOUACT PLAT MORNING G 686E1 1994-0450 WQC ILLIHKUP 12517 SE PETROVITSKY RD SEPTIC PROBLEM 656F7 1095-0200 C DITCH ?S 18204 116THAVE SE LACK OF CONVEY A YNCE ON PVT PROPE B86E1 1995-0492 C PONDORN 11501 SE 173RD ST MAINTENANCE OF PRIVATE RID FACILITY 656E7 1995-0492 NOA PONDDRN 11501 SE 173RD ST MAINTENANCE OF PRIVATE RID FACILITY 656E7 1995-0492 RN PONDDRN 11501 SE 173RD ST MAINTENANCE OF PRIVATE RID FACILITY 656E7 1995-0535 WQR MAINP. 17421 120TH LN SE OLD MCLSHOWED PROBLEMS LATESTS 656E7 1995-0649 C FLOODING 12602 SE PETROVISKY RD BROOl<NWOREL Y DISPUTE 666F7 1995-0790 E DRAINAGE 12632 SE PETROVISKY RD OPEN LAWSUIT BETWEEN WORLEY AND 656F7 1995-0790 ER DRAINAGE 12632 SE PETROVISKY RD OPEN LAWSUIT BETWEEN WORLEY AND 656F7 '1996-0691 C CREEK 17405 116TH AVE SE PLUGGED CULVERT 656E7 1996-0679 C FLOG 12031 SE 170TH PL IMPACT TO PVT PROPERTY FROM UNMAI 656F7 1996-0757 C GRACING 17728 114TH PL SE SHEET FLOW FROM ADJACENT LOT 656E7 1996-0938 WOR OIL-POND 17200 116TH AVE SE SEND LETTER W/MCL A TT ACHED 656E7 1996-1135 C W-0-R 17321 125TH AVE SE WATER PONDING AT END OF SAC NO RD 656F7 Page 2 of 5 MAY, 25. 2006 4: 23PM K CO. WLRD NO. 9222 P. 4 --' "" lJPI If .... Aa.saf .... Ill I b DmPIDI .... -1996-1169 WQC 011. 12105 SE 170TH PL URBAN DRAINAGE DISCHARGE INTO CHA eSSF7 1996-1236 C FLOG 17023 113THAVE SE APPARENT IMPACT TO PYT PROP OPEN 656E7 1996-1236 RR FLOG 17023 113THAVE SE APPARENT IMPACT TO PVT PROP OPl:N 656E7 1996-2050 C FLOG 12601 SE PeTROVlTSKY RO NAT CHAL SEDIMENT IMPACT CIP PROJ?? 656F7 1996·2071 C FLOG 11828 SE 1SOTHST INADl:QUATE CONVEYANCE OFFSITE FLO 688E1 1986-2071 R FLOG 11828 SE 180THST INADEQUATE CONVEYANCE OFFSITE FLO 686E1 1996-2125 C DRNG 17311 117THAVE SE TREES IN CHANNEL, DOWN FROM GAINS 656E7 1997..()588 C DRAINAGE 17310 119TH LN L5 SE PYT PROB SITUATION REMEDIED BETWE 656E7 1997-0692 C DRAINAGE 17103 125THAVE SE COTIONWOOD TREE ADJ TO STORM PIP 656F7 199.7·1316 WQR SPILL 12700 SE 1nNDST 656F7 1997-1477 WOA DUMPING 116)0( PETROVITSKY RD DRAINING OF SWIMMING POOL;HEAL TH D 656E7 1998-0052 C DRAINAGE 17120 125THAVE SE WATER PQNOING ON PROP TECH ASST R 656F7 1998-0421 FCR DEBRIS 17611 114THPL SE GARBAGE DUMPED IN R/0 TRACT 656E7 199!Hl489 C DRAINAGE 17321 125THAVE SE WATER PONDING WITHIN RO FW/ 656F7 1998-0543 C DRAINAGE 17232 116THAVE SE Ul'ICONTROLLED FLOW FROM PARKING L 656£7 1999-0329 FCR BAMBOO 12317 SE 179TH PL NON NATIVE GROWTH IN RID FACILITY 68BF1 1999-0363 WQC MUD/SILT 112TH SE 176THST CONST ACTIVITY CAUSE MUD/DIRT ON R 656E7 1990-0384 C DRAINAGE 17832 114THPL SE FLOW FROM ADJ PROP ONTO COMPL 656E7 1999-0466 C FILL 12420 PETROVITSKY RD FILLAITTIVITYON ADJ PROP IMP FLOW DI 656F7 1999..()608 C FLOODING 17307 117THAVE SE ROAD RUNOFF CAUSING FLOODING 656E7 1999.Qtl57 C FLOODING 17314 11BTHAVE SE ROADS CAUSING FLOODING SEE99-0608 656E7 2000-0363 C DRAINAGE 17300 116TH AVE SE SEDIMENT IMPACT TO DRAINAGE CHANN B56E7 20()0.Q363 R DRAl'IAGE 17300 1111TiiAVE SE SEDIMENT IMPACT TO DRAINAGE CHANN 65SE7 2001-0014 C ODM 12207 SE 172NDST REQUEST FOR CLEANING OF DRAINGE C 1!5SF7 2001-0014 NDA-COM 12207 SE 172ND ST REQUEST FOR CLEANING OF DRAINGE C 6SEIF7 2001-0014 R DOM 12207 SE 172ND ST REQUEST FOR CLEANING OF ORAINGE C 656F7 2001-0109 C ODM 12510 SE PETROVISKY APPARENT FILLING AND DRAINAGE ACTIV 656F7 2001-0117 C DOM 12308 SE PETROVISKY RD DUMPING OF YAf/!J WASTE AND CHANNE 658F7 2001-0190 FCR MMA 114TH P SE & PETROVITSKY RD COl'ICERN REGARDING PONO SITE CONDI 656E7 2001-0247 FCR MMA 12317 SE 179TH PL IDENTIFIED NOXIOUS WEEDS. BLACKBE 686F1 2001-0322 WQO 11631 SE 18411-1 ST APPAREl'IT GREY WATER DISCHARGE INT 68BE1 2001-0322 WQC WQO 11631 SE 184THST APPARENT GREY WATER DISCHARGE INT 686E1 2001•0382 C DOM 16S24-1 125TH PL SE ROADS INDICATED PIPE SEPARATION OF 656F7 2001-0382 R DOM 16924-1 125TH PL SE ROADS INDICATED PIPE SEPARATION OF 656F7 2001-0389 WQC WQJ SE 180T & 11STHAVE SE POTENTIAL GRAY WATER DISCHARGE. C 686E1 2001·0389 WQE WQI SE 180T & 11STHAVE SE POTENTIAL GRAY WATER DISCHARGE. C 686E1 2001-0389 WQR WQI SE 180T & 118THAVE SE POTENTIAL GRAY WATER DISCHARGE, C 666E1 2001-0684 C MNM 12301 SE 172ND ST ALAN WORKING ON PROPOSED DRAINAG 656F7 2001·0726 C DOM 12215 SE 172NDST THIS PROBLEM IS ALREADY BEING ADDR 656F7 2001-0742 FCC MMF 11802 SE PETROVISKY RD APPEARS PONDING PROBLEMIS IN RIO F 656S7 Paga 3of 5 M~Y.25.2006 ·4:23PM ; CO. WLRD NO. 9222 P. 5 -.int TDI TYIIIDf Pnfllll AMmlfPr-. lllmanll 1lll'lls Pl!II .... -2002-0314 C DOM 1B524 114THAVESE SHEETFLOW ONTO PROPERTY FROM UP 686E1 2002-03 59 FCC MNM 17405 116TI-I AVE SE CLEARING ACTMTY ALONG STREAM CHA 656E7 2002-0381 C DOM 11625 SE 184TH ST SOGGY AREA IN YARD. MAY BE THE RES 686E1 2002-0407 wac was 16B36 113THAVE SE EXTENSION (WIDENING) OF EXISTING 0/ 656E7 2002-0535 FCR MNW 17602 114TH PL SE REPORTED INFESTATION OF TANSY RAG 656E7 2002-0614 WQC WQD SE 175T & 120TH AVE SE DISCHARE OF CARPET CLEANING LIQUID 656F7 2002-0614 WOE woo SE17ST & 120TH AVE SE DISCHARE OF CARPET CLEANING LIQUID 656F7 2002-0774 C DTA 17405 116TH AVE SE REQUEST FOR DETERMINATION OF MAIN 656E7 2003·0030 FCC MNM 17425 119TH LN SE CHANNEL RESTRICTION AT TRASH RACK 656E7 2003-0201 Fl REM 12632 SE PE1ROVISKY REQUEST TO REMEASURE AS A RESULT 656F7 2003-0218 WOA WQAI 11802 SE PETROVISKY RD 656E7 2003-0219 WOA WQAI 17405 116TH AVE SE 6561:7 2003-0824 C DOM 17311 117TH AVE SE STORM EVENT: RESTRICTED FLOW AS A 65SE7 2003-0975 WQA WQAJ 17200 116THAVESE 656E7 2004-0223 FCR TRE 18004 124THAVESE Trees remolled fmm Facllly D92182. lnvestiga 686F1 2004·0266 WOA WOAI 17426 119TH LN SE 656E7 2004-0286 E MNM 18004 124TH AVE SE Facility D92182 dispersion lmnch fliled/graded 686F1 20(14.0286 FCR MNM 18004 124TH AV!: SE Facility 092182 dispersion trench fiDed/graded 686F1 2004-0286 R MNM 18004 124THAVESE Facility 092182 dispersion lmnch flDed/graded 6B6F1 2004-0313 WOA WOAI 17115 116TH AVE SE WOA PER MCL REQUIRMENTS 656E7 201)4.0348 FIR NWD 12602 SE PETROVITS KY FIR TO SEE IF HIS PARCEL SHOULD BE CL 656F7 2004-0540 C RVC 114THA B, SE172NDST Request to Wlcele po111on of NW oanw of 114 B56E7 2004-0745 C PTA 16418 127THAVE SE 2 pipes fmm neighbor drain onto complainant's 686F1 2004-0697 Fl REM 123XX SE PETROVITSKY RO REL.A TED TO 2004-0901. STONEBROOK C 656F7 2004-0901 Fl REM 123XX SE PETROVITSKY RELATED TO 2004--0897. STONEBROOK C 656F7 2004-(J!l06 C OTA 17509 116TH AVE SE PLUGGED TRASHRACK ON ADJACENT PR 656E7 2004-0973 woe woe 12210 SE PETROVITSKY RD Poor WQ SMPs. 656F7 2004-0973 wOR woe 12210 SE PETROVITSKY RD PoorWOSMPs. 656F7 2006-0032 C OTA 17311 117THAVE SE Soos Creek ffows across property and near IJo 656E7 2006-0132 EM MNM 17349 121ST LN SE D970BB & 097089 mainlenance corrections c 656F7 2005-0174 C DOM 12137 SE 172NDST Water in crawlspace. lnW<Stgation found ditch 656F7 2005-0174 R DOM 12137 SE 172ND ST Water in ~pace. lnl'i>Stlgetlon found dllch 666F7 2005-0195 C RFN 17645 122TH PL SE Water ponds on prlvale Id (122 Pl SE). ln\/8SU 656F7 2005-0210 WOA WQAI 12000 PETROVITSKY RD B56F7 2005-0332 FCR MNM 17222 125THAVE SE 092776 (MIO ~and) needs malnlel1anc:e. MC B56F7 2005-0401 WQC WQDC 17844 120TH AVE SE Con$1J'Ucllon debris dumped on prtvate propert 686F1 2005-0440 woe WODR 11447 SE 180TH PL DUMPING FROM RV 686E1 2005-0468 woe wa1 11700 SE 1114TH ST 686E1 2005-0491 C DCA 17630 116TH AVE SE ~Ing on netghbofs pmperty. lnV di 686E1 2006-0045 C RFN 12521 SE 172ND ST Runoff from townhomes flooding several hous 656F7 MAY. 25. 2006 . 4: 24PM G CO. WLRD NO. 9222 P. 6 . C 411111 = TJIIU(Pl'UIIIBIII Addnalfl'l'llnll ... Dl'IIIPaga ..... 2006-0045 R RFN 12521 SE 172NDST Runoff from townhomes flooding several houe 656F7 2006-0173 WQC WQDR 11447 SE 180TH PL RV leaving trall of sewage. 686E1 2006-0173 WQR WQDR 11447 SE 180TH PL RV k!evng trai of sewage, 686E1 2006-0404 WQC WQO 12317 SE 179TH PL 686F1 Page 5 al 5 Ophus Property Short Plat -Level One Drainage Analysis Drainage Complaint Summary Table I Complaint Number ] Description 96-0591 Upstream culvert blocked 96-0679 Upstream floodina 96-1236 Upstream -private issue 96-2050 Pluaaed culvert -repaired 96-2071 Inadeauate culvert 96-2125 Debris in channel -cleared 97-0588 Flooding on private property 97-0692 Tree over storm pipe 98-0052 Water on ~rivate ~ro~erty 98-0489 Water on road --- ,, 98-0543 Parking flow flooding-upstream I 99-0384 Flow from next door propertv I 99-0608 ----·· Water over road -upstream 99-0657 Water over road -upstream 2000-0363 Sediment in channel -cleared 2001-0109 Fillina causina floodina -permit issued 2001-0382 Possible broken culvert -repaired Page 1 of 1 ] impact of Proposed Project None -culvert fixed None None None None None None None None None None None None None None None None Ophus Property Short Plat -Level One Drainage Analysis Drainage Complaint Summary Table I Complaint Number ] Description 2001-0726 Uostream culvert -oroblem reoaired 2001-0742 Pondinq water in RID facilitv 2002-0314 Sheet flow onto property -uostream 2002-0381 Soaav lawn -uostream 2003-0824 Heavv rain caused overflow 2005-0174 Water in crawl soace ' 11------- Page 1 of 1 [1_111p?ct of Proposed Project None None None None None None Appendix C On Site and Off Site Basin Maps 1. Upstream Basin Map 2. Downstream Basin Flow Page 7 c:\offe engineers\projects\davis group\ophus property\tir\level one.doc Appendix D Existing Drainage 1. Drainage System Table 2. Photo Key Map 3. Photos Page2 c:loffe engineers\1 projectsldavis grouplstar lake groveltirlappendix.doc Basin: Cedar River Symbol Drainage Component Type, Name, and Size see map Type: sheet flow, swale, stream, channel, pipe, pond; Size: diameter, surface area ~ Sheet Flow l!V Overland Flow (sheet flow) l9 Sheet Flow ~ Open Channel-pipe OFF-SITE ANALYSIS DRAINAGE SYSTEM TABLE SURFACE WATER DESIGN MANUAL, CORE REQUIREMENT #2 OPHUS PROPERTY SHORT PLAT Subbasin Name: Upp_er Soos Creek Basin Subbasin Number: Drainage Slope Distance Existing Potential Observations of field Component from site Problems Problems inspector, resource Description discharae reviewer, or resident drainage basin, vegetation, % Y. ml = 1,320 ft. constrictions. under capacity, ponding, tributary area, likelihood of problem, cover, depth, type of sensitive overtopping, flooding, habitat or organism overflow pathways, potential impacts area, volume destruction, scouring, bank sloughing, sedimentation, incision, other erosion Heavy vegetation, drainage 5% O' None None None observed leaves property at SE comer flowing East. ! Ditch which drains from 1 o/o i 230' Drainage crosses Possible None observed the roadway towards the grave I road -no overtopping of lake. Runs along the culvert located gravel road property line between ' adiacent land owners Flow over open pasture Flat 600' None None Area difficult to access -No into Soos Creek -Heavy Trespassing Signs posted, viewed Vegetation at Soos Creek area from end of SE 178th St. 36'' culvert under 122110 1% 1160' No problem Road will over None observed at time of Place SE (Private) appear at culvert; top more inspection -wetland water Access to two houses south however 122'' frequently surface upstream at 12200 is of culvert Ave. SE appears approx. 14" below road grade on to flood in October 9, 2006 overflow situations - asphalt is crackin~ c:\offe engineers\1 projects\davis group\ophus property\tir\drainage system table.doc ,., ·· ... ,-" ,: <t~t~.} __ ; :~: __ ._ '1 " *'"' ~-t .,,,._ ,;· '* . l\ .. , ,; !·~-·. ·., .. ·.··.· .·"'. "1" . ::..__ · .• ·_iii,_·_._· . ".·· • ~..:: ( . 9. ,.,.,,, . ' ·-· . '. ~·. ' .. ; ~ . '• ;,J ,, '.Ji,• l ,• • -. ,~--.--" ;t; __ _ :::1 -~i""-./ :-"•J -1-i·· ,..., 11,tri pt_. ~.f. ------. -- • Ophus Property Short Plat 17644 -118th Avenue SE Renton, Washin(ton I \ ' \ \ \ LEVEL ONE ANALYSIS June 10, 2006 Prepared for: Ophus Property, LLC Attn: Char1otte Vanlaningham 1201 Monster Road SW Suite 320 Renton, Washington 98055 Submitted by: Offe Engineers, PLLC Darrell L. Offe, P.E. 13932 SE 159"' Place Renton, Washington 98058 \ I ~ ~~~ ~ ~J ~o; lg) K.C. D.D.E.S. EXP ES I L oCo sooLJ 3 MAIN FILE COPY\ {y} ....__;; Task 1 -Study Area Definitions and Maps The purpose of this report is to present a Level One Analysis of the proposed Ophus Property Short Plat in accordance with King County requirements. The Ophus Property Short Plat is a proposal to subdivide 2.05 acres of property into 7 single- family residential lots. The property is located at 17644 -118'" Avenue SE in Renton in unincorporated King County. The site is compromised of tax parcel number 619660-0440. The analysis of the basin boundary indicates that the project is in the Upper Soos Creek sub-basin which to the Green-Duwamish River Basin. Residential lots bind the site with single-family homes to the west, to the south and to the north. Along the eastern portion of the property is a wetland and stream. The property abuts 118'" Avenue SE to the west. The parcel is currently cleared on the west side with a single-family residence and lawn; the property is heavily wooded in the central and eastern side. Offe Engineers visited the site on June 11, 2006. Task 2 -Resource Review Critical Drainage Area Map • Green-Duwamish River Basin • Soos Creek Basin Plan Flood plain/floodway (FEMA) Maps • There is no mapped floodplain in the immediate area per the available FEMA map. Sensitive Areas • Wetlands -There are wetlands on the site along the eastern portion. • streams and 100 Year Flood Plains -A class N stream exists on the eastern portion with no 100-year floodplain associated. • Erosion Hazard Areas -There are no erosion hazard areas for the project. • Landslide Hazard Areas -There are no landslide hazard areas for the project. • Seismic Hazard Areas -The area is not mapped as a seismic hazard area. • Coal Mine Hazard Areas -There are no coal mine hazards in this area. U.S. Department of Agriculture, King County Soils Survey • The soils on the site are predominantly Alderwood gravelly and loam, AgC. Flow Control Applications Map • The site is located within a "Conservation Flow Control Area" based on the latest version of the Surface Water Design Manual. Water Quality Applications Map Page 2 • The site is located in a Basic Water Quality Treatment Area. Landslide Hazard Drainage Area Map • The site is not located in a landslide hazard drainage area. Task 3 -Field Inspection A representative of Offe Engineers, PLLC has made a resent visit to the project site and surrounding area. The existing site is open with an existing residence, outbuildings and landscaping on the western portion along 118th Avenue SE. The property becomes more wooden with heavier under story as you move to the eastern property line. 118th Avenue SE is open ditch along the frontage to the south and north. Further north (one parcel) is a current subdivision under construction (Petro Vista), frontage improvements along 118'" Ave. exist in that location. The project slopes from 118'" Avenue SE to the east towards the stream and associated wetlands; these are both on the project property and go off site. The drainage along 118'" Ave. flows north within the open ditch to the new development where a culvert has been installed. The project site flows to the east. Task 4 -Drainage System Description and Problem Description Review of the 8 Core Requirements and 5 Special Requirements of the 2005 King County Surface Water Design Manual Offe Engineers has reviewed the Core and Special Requirements in Chapter 1 of the King County Surface Water Design Manual, and addresses each of the requirements as follows: Core Requirement No. 1 -Discharge at Natural Location Currently the site discharges via sheet flow along the eastern boundary within a Class N stream and wetland. The proposed project would concentrate the flow within a detention vault and discharge into the on-site Class N stream. Core Requirement No. 2 -Offsite Analysis The project abuts Star Lake. There have been no documented flooding complaints regarding the Lake level or adjoining properties. Core Requirement No. 3 -Flow Control The proposed project will be required to meet the 2005 King County Drainage Manual. Based upon past experience under the 2005 manual, preliminary sizing of 2500 cubic feet per proposed lot provides a general sizing of the proposed vault. The preliminary vault would be sized for 17,500 cubic feet for detention. The final vault sizing and calculations will be provided as part of the engineering design. Core Requirement No. 4 -Conveyance System As part of the final engineering design for this project, it will be required to demonstrate that the storm drainage system can convey the peak flow from 25-year storm event, and that the 100- year storm event does not create or aggravate a "severe flooding problem". This design and associated calculations will be provided with the final TIR prepared with the construction documents for the site. Core Requirement No. 5 -Erosion and Sediment Control A Temporary Erosion and Sediment Control Plan implementing the Best Management Practices will be designed as part of the final engineering plans for the project. Page 3 Core Requirement No. 6 -Maintenance and Operations The Maintenance and Operations Manual for the Ophus Property Short Plat will be included in the Final Technical Information Report as part of the final engineering design for the project. Core Requirement No. 7 -Financial Guarantees and Liability The Financial Guarantees and Liabilities will be required prior to the project being finalized by King County. Core Requirement No. 8 -Water Quality The project will provide the required water quality facility as part of the final engineering design. The site is located in the basic water quality treatment area. Special Requirement No. 1 -Adopted Area-Specific Requirements The project is located within the Soos Creek Basin / Green-Duwamish River Basin. Special Requirement No. 2 -Floodplain/Floodway Delineation This requirement does not apply. Special Requirement No. 3 -Flood Protection Facilities This requirement does not apply. Special Requirement No. 4 -Source Controls This requirement does not apply because the project is located in the basic water quality treatment area. Special Requirement No. 5 -Oil Control This requirement does not apply. Page4 Appendix A Figures 1. Vicinity Map 2. Upstream Basin 3. Existing Topography 4. Proposed Site plan ,,;, - ~ s-, ·. ------- . ---'----- (Jl I I :21_ 1c L_ z 9 ~ / / / 118TH AVENUE S.E. I .,.,...-....- 1 I I ....... ,, / I --:. I t4 / V • ~ n ~ r z 0 ~ .. .. m 0 0 • .., 0 ,_ __ ,. l,J I I z 0 ~ .. m .. 0 0 • ~ r V • ~ n ~ r z 9 ~ .. m m 0 0 • "' "' I I ' I L_J w (/) w => z w I Cl > u, <1'. I f- IX) ~ ~ r-1 · l . 7f 7 ~., .: 7p_;:-oi ~-··------------ 1 '-'3 4 115 617 I\ , 1 I 4 I 1 1:2 : • / Tract B I I ' I I ii: I I I I j I I I ' I 1'"-1 I J--------1 i . ~ .· / L_--~-~--]_' _L_L _______ ~:~~---hl _____________ _ N. ,r.t, . STORM WATERVAULI 17,500 OJ. FEET DETENTION (24' X 120' X 6') DET. (24' X 120' X 3') WATER QUALJTY IE=410.00 (OUT) FLOOR ELEV.=406.50 TOP OF 11D=418.00 Appendix B Existing Drainage 1. Drainage Complaints 2. Drainage Complaints Summary Table M-AY. 25. 2006-4:22P~KING C l RD NO. 9222 P. King County Water and Land Resources (WLR) Division 201 S Jackson St, Suite 600 Seattle, WA 98104-385 5 FAX Number of pages including cover sheet: To: Fax: From: Candi McKay, Eng Tech II WLR Stonnwater Sei:vices Section Phone: 206-296-1900 Pax 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, FlH, SUP and WQA, and we do not send CL and LS types. See key below. Type Sl, S2 and S3 will not be faxed due to size constraints. The following is a list of complaint types received by the Wave:r aJld Land Resources Division Drainage Se<Vicea 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 IQ your research due 10 their ago, development which has occurred, etc. If you are interested in reviewing the actual eolllplaints, they can be pulled (time permitting) for your review. Copies ean be obtained for $ .15 per page, and $2.00 per page for plans. Keys: 1'ype oflnvesfigation Type of Pcoblcm BCW Busines,' for Clean Watet ACS C Ac:t:lon hguest BSR •CL CIA!m CDT £..BIR Enfor~t on Hold/Revie.w DCA EM Mainten;i,ncet EnfORemoit DDM li'CC,FCR,FCS F•eWty CoJDplalnl> DES l'X,RIH IlWM Fee J,iqohy Review/Sold DLE f ioqlllT)' l>TA "LS La .... lt ERQ NDA Neiibbo:rhood Dnalnag~ Allittlnce GRT IIET &11-ofltf•<lli"Y lNQ RI.RR Engineering Rsriew/Fac:ti«, Review IR.G S1,52,SN3 Engin,mng stu~i.. 1.SP SUPJF Special Us.e Pe11nitJFinn! MMA WQC WoO!r Qoolily Complain< MMl'/G/M WQAP/P Water Q1Rality Audit in Progress/Permit MSQ WQlUR Wati,r Qu:nlity Enforcement/Review NWD/SFI'l} X CCF or RespoPtC' ro InqaJry lWN REM/GRT RET SG:V SKH STR SWF TRE WQSID/l Acc~!i lliosw91.e retrofit Comm:cre.laI Determb:zatio.a: DeYelo11meut/Con9Uil.dion Drains.gt: -Mlscellaueoll5 Dr,,fn.uge -lro.dop/,Sedimenta:don DnJn,ge-Ludslide/E:adlt Movement Drainage TechhSul Assiffll11tt Earthquake Grant Program General Inqlllry llTJptfol'.I L1lndwpina Mo.lntem1ne1, Ac!ithetlu M:.O:htteu•llCf F1oodt.Etg/GCJlffallMow1ltl" Mosqnitoes New l>isctnmts J CiS-10 Discount RUlNJff(rotQ NdglJt,or SWM Fee Rt.-meamremtibt/GrSDt Retrofit faclUcy Slgm S1Jtk:Role sio ... g;, SWM fel! Questions TneRemovll Water Qoalfty-Best M.aDiig,ment Practices/Dumping{llllcit Col'Jlleetlon UTI Utility Installation YRD Yard EJ:tension *Sl>bject to Public Disclosure requirements 1. Receipt of written request for documents 2. Review and approval by Prosecutimt Attorney's omce . ~1AV. 25. 2006 4: 22PM KI NG CO. RD NO. 9222 P. 2 ll1U hllllJ Water and Land 188118'oas llvialuo -Bramap BBrvlDes Sao h""8illlearuh Printe<i : 05/25/2006 2:53:36 PM Cllmlllallt : IJ1191fl'NIIM Mllt'til of PrlMa 11aa1111 111ro1Pa11 bdlar 1974-0116 C DRNG 12517 PETROVITSKY RD SE CASCADE VISTA Pl.AT AREA 656F7 1975-0148 C FLOG 12210 SE PETROVITSKY RD 656F7 1977-0073 C DRNG 116TH AVE SE/PETROVI HEADWATERS/SOOS CRK 656E7 1982-0224 C FLOG 11325 SE 176TH ST CASCADE VISTA 656E7 1982-0546 C 116TH /SE175TH ST DEPLETION OF WATER TO POND 656E7 19B3·03t11 C DRNG 12 711 SE 176TH ST ILLEGAL FILL 656F7 1983--0406 C FLOG 12210 PETROVITSKY RD SE CASCADE VISTA AREA 656F7 1984-0291 C 11417 SE160TH PL SINKING YARD 65657 1984-0298 C FILL 18504 112TH AVE SE ILLEGAL NEAR: 17409 126TH AVE SE 68BE1 1984-0304 C 17411 117THAVE SE FILL 656F7 1964-0310 C FLDG 18019 118THAVESE BENSON HILL AREA 656F7 1984-0315 C DRNG 18504 112TH AVE SE EASEMT BLKED/1740912t1TH AVE SE 656F7 1984-0316 C FILL 18504 112THAVE SE ILLEGAL @ 17 409 126th AVE SE 656F7 1984-0322 C FLOG 12602 SE 176TH ST 658F7 1984-0398 C FLOG 12602 PETROVITSKY RD 656F7 1965-0235 E DRNG BsnSdy ROD-COMP BY CmDT 656F7 1985-D235 EH WQI BsnSdy ROD-COMP BY CmDT 656F7 1985-0235 SE 7) 656F7 198S-0604 C FILL 17232 116TH AVE SE DRNG OBSTRUCTION 656F7 1985-1021 C FILL 12234 SE 178TH ST TO GRADING 656F7 1986-0284 C FLOG 12137 SE 172ND ST FLOODED LOT 656F7 1986-0907 C FLOG 17500 117THAVE SE STEAM THRU AREA B56E7 1966-0907 ER PIPE 17500 117THAVE SE TRFR TO BALD,GROG 656E7 1966-1047 C FLOG 17665 111THAVE SE TO SMALL OF PIPE 656E7 1987·040S C FLOG 17665 111THAVE SE INADEQUATE ORNG/PLUOOED 86-1047 656E7 1987-0493 E DRNG 17661 109TH AVE SE DITCH OBSTRUCTION 656E7 1987-0499 C NOT INFILE. 656F7 1987-0723 C FLOG 17635 122ND PL SE SILTING & POLLUTION-PETROVISKY CON t156F7 1987-0817 C FILL 12637 SE 17BTHST WETLANDS/SE PETROV1TSKYRD/126TH A 656F7 1987-0817 ER WETLAND 12637 SE 176TH ST BALD LO ACT, SPT BALO GROG. 656F7 1987-0895 C FILL 18217 11STHAVE SE FOLLOW FROM GRADING 656F7 1987-0896 E FIHL TO ROS FOR COST EST. IOORE. 658F7 1987-1123 C DRNG 17324 117THAVE SE HOLE AT END OF DRNG PIPE 86-0129,111 656F7 1987-1194 X DRNG 18217 118THAVE SE BLOCKED COUNTY DRAINAGE 87-0895 656F7 1986-0319 C DRNG 17827 116THAVE SE DRNG DITCH/SLOPE/FRENCH DRAIN 656E7 1986-0382 C ORNG 12505 se 172ND ST ORNG DITCH-COLOR OF WATER/SOOS C 658f7 1990-0271 C DRNG 12420 SE PETROVISKY RD DRAINAGE CONSTRUCTION/STORM EVEN 65BF7 Page 1 of6 MAY.25.2806 4:23PI/ KING WL RD NO. 9222 P 3 _... TJIII Typul' Pl'Ollalll AddrNs If PtDbllll C1mbllllU 11Jffll'III ... Didi 1990-0566 CL FLOG 12602 SE PETROVITSKY RD CL#12867 DUE MAY 656F7 1990-0664 E MANHOLE FAILURE 656F7 1990-0809 C DRNG 17709 114TH PL SE SOGGY YARD/IN CRAWLSPACE 656E7 1990-1530 C Fl.00 18427 112THAVE SE 6SoE7 1990·1531 C FLOG 18427 112TH AVE SE 656E7 1991-0031 C FLDG 18217 124THAVE SE STORM EVENT/NO DITCH PONDING 656F7 1991-0099 CL FLOG 12602 SE PETROVITSKY MEMO TO PA 656F7 1991-0698 C SPRING 11504 SE 178TH PL FILLING lN OF POND 65BE7 1991-0852 C FLOODING 12615 SE PETROVISKY RD WATER FROM BANK 656F7 1991-0652 SR FLOODING 12615 SE PETROVISKY RD WATER FROM BANK 656F7 1991-1023 C FLOODING 11633 SE 180TH ST WATER FROM ROADWAY 658F7 1991·1067 C FLOODING 16216 124TH AVE SE LACK OF DRNG/NEW HOUSES 65BF7 1992-0571 C DRAINAGE 12301 SE 172ND DITCH CAPACITY· OLD PROBLEM 656F7 1992-0571 SR DRAINAGE 12301 SE 172ND DITCH CAPACITY-OLD PROBLEM NOT NO 656F7 1992-0609 C DRAINAGE 17225 125TH SE CASCADE VISTA STUDY 656F7 1993.()(}62 WQC WQD97413 11930 SE PETROVITSKY RD 656E7 1993-0062 WOE WQD97413 11930 SE PETROVITSKY RD DUMPING FL YER• STORM DRAINS 656E7 1993-0181 C DRAINAGE 17033 116THAVE SE SOGGYYARD 656E7 1993-0186 WQC WO-OIL 12301 SE 172ND SEE91-1106 656F7 1993-0338 WQC OIL DUMP 12000 SE PET'ROVITSKY RD SWM DIONT ENf ACTION 656F7 1993-0570 C DRAINAGE 17113 127TH AVENUE SE WAlER LINE Ll:AKS 656F7 1993-0644 WQC DUMPING 11930 SE PETROVITSKY RD SEE93"0062 656E7 1993-1059 E PIPE 12700 SE PETROVITSKY CASCADE VISTA/ BRODKA 656F7 1993-1059 ER PIPE 12700 SE PETROVITSKY CASCADE VISTA/ BRODKA 656F7 1994.()128 C DRNG 12420 PETROVISKY RD NEIGHBOR CONSTRUCTING PONO 656F7 1994-0144 C DRNG 17925 116TH AVE SE POSS FILLING VIOUACT PLAT MORNING G 68SE1 1994-0450 woe ILUHKUP 12517 SE PETROVITSKY RD SEPTIC PROBLEM 656F7 1995-0200 C DITCH?$ 16204 116THAVE SE LACK OF CONVEYAYNCE ON PVT PROPE 686E1 1995-0492 C PONDORN 11501 SE 173ROST MAINTENANCE OF PRIVATE RID FACIUTY 656E7 1995-0492 NDA PONDORN 11501 SE 173RD ST MAINTENANCE OF PRIVATE RID FACILITY 656E7 1995-0492 RN PONDDRN 11501 SE 173RD ST MAINTENANCE OF PRIVATE RID FACILITY 656E7 1995-0535 WOR MAINP. 17421 120TH LN SE OLD MCL SHOWED PROBLEMS LATESTS 856E7 1995-0649 C FLOODING 12602 SE PETROVISKY RD BRODKA/WORELY DISPUTE 656F7 1995-0790 E DRAINAGE 12632 SE PETROVISKY RD OPEN LAWSUIT BETWEEN WORLEY AND 656F7 1995-0790 ER DRAINAGE 12632 SE PETROVISKY RD OPEN LAWSUIT BETWEEN WORLEY AND 65SF7 '1996-0691 C CRE:EK 17405 111lTH AVE SE PLUGGED CULVERT 65SE7 1996-0079 C FLOG 12031 SE 170TH PL IMPACT TO PVT PROPERTY FROM UNMAI 656F7 1996-0757 C GRADING 17728 114TH PL SE SHEET FLOW FROM ADJACENT LOT 656E7 1996-0938 WQR OIL-PONO 17200 116THAVE SE SEND LETTER W/MCL ATIACHED 656E7 1996-1135 C W-0-R 17321 125TH AVE SE WATERPONDINGATENDOFSAC NORD 856F7 Page 2 of 5 MA'l.25.2006 4:23PM Kl~G CO. .RD NO. 9222 P. 4 CGQJllll1 : ll)ll8fl'n~• M*aS Of Pnlilla caa llb Tbl'llll'IVI NDmlJar 1996-1169 WQC Oil 12105 SE 170TH PL URBAN DRAINAGE DISCHARGE INTO CHA 656F7 1996-1236 C FLDG 17023 113TH AVE SE /l>PPARENT IMPACT TO PVT PROP OPEN 656E7 1996-1236 RR FLOG 17023 113TH AVE SE APPARENT IMPACT TO PVT PROP OPEN 656E7 1996-2050 C FLOG 12601 SE PfcTROVrrs KY RD NAT CHAI. SEDIMENT IMPACT CIP PROJ?? 656F7 1996-2071 C FLOG 11828 SE 180TH ST INADEQUATE CONVEYANCE OFFSITE FLO 686E1 1996-2071 R FLOG 11828 SE 180TH ST INADEQUATE CONVEYANCE OFFSITE FLO 686E1 1996-2125 C DRNG 17311 117THAVE SE TREES IN CHANNEL, DOWN FROM GAINS 656E7 1997-0586 C DRAINAGE 17310 119THLN L5 SE PVT PROB SITUATION REMEDIED BETWE 656E7 1997-0692 C DRAINAGE 17103 125TH AVE SE COTIONWOOD TREE ADJ TO STORM PIP 656F7 1997-1316 WQR SPILL 12700 SE 172NDST 656F7 1987-1477 WOA DUMPING 116XX PETROVITSKY RD DRAINING OF SW IMMING POOL;HEAL TH D 656E7 1998-0052 C DRAINAGE 17120 125THAVE SE WATER PONDING ON PROP TECH ASST R 656F7 1998-0421 FCR DEBRIS 17611 114TH PL SE GARBAGE DUMPED IN RID TAACT 656E7 199B--0489 C DRAINAGE 17321 125TH AVE SE WATER PONDING WrTH!N RD FWI 656F7 199S-0543 C DRAINAGE: 17232 116THAVE SE UNCONTROLLED FLOW FROM PARKING L 656E7 1999-0329 FCR BAMBOO 12317 SE 179TH PL NON NATIVE GROWTH IN RID FACILITY 686F1 1999-0363 WQC MUD/SILT 112TH SE 176THST CONST ACTMTY CAUSE MUD/DIRT ON R 656E7 1999-0384 C DRAINAGE 17832 114TH PL SE FLOW FROM ADJ PROP ONTO COMPL 656E7 1999-0468 C FILL 12420 PETROVITSKY RD FILL ACTIVITY ON ADJ PROP IMP FLOW DI 656F7 1999-0608 C FLOODING 17307 117THAVE SE ROAD RUNOFF CAUSING FLOODING 656E7 1998-0657 C FLOODING 17314 116TH AVE SE ROADS CAUSING FLOODING SEE99-0608 656E7 2000-0363 C DRAINAGE 17300 116TH AVE SE SEDIMENT IMPACT TO DRAINAGE CHANN 656E7 2000-0363 R DRAINAGE 17300 116THAVE SE SEDIMENT IMPACT TO DRAINAGE CHANN 656E7 2001-0014 C ODM 12207 SE 172N0ST REQUEST FOR CLEANING OF DRAINGE C 656F7 2001-0014 NDA-DDM 12207 SE 172ND ST REQUEST FOR CLEANING OF DRAINGE C 656F7 2001-0014 R DOM 12207 SE 172ND ST REQUEST FOR CLEANING OF DRAINGS C 656F7 2001-0109 C DOM 12510 SE PETROVISKY APPARENT FILLING AND DRAINAGE ACTIV B56F7 2001-0117 C DOM 12308 SE PETROV\SKY RD DUMPING OF YARD WASTE AND CHANNE 656F7 2001-0190 FCR MMA 114TH P SE & PETROVITSKY RD CONCERN REGARDING POND SITE CONDI 656E7 2001-0247 FCR MMA 12317 SE 179TH PL IDENTIFIED NOXIOUS WEEDS. BLACKBE 686F1 2001-0322 woo 11631 SE 184TH ST A?PARENTGREYWATERDISCHARGE INT 686E1 2001-0322 woe woo 11631 SE 184TH ST APPARENT GREY WATER DISCHARGE INT BB6E1 2001•0382 C DDM 16924-1 125TH PL SE ROADS INDICATED PIPE SEPARATION OF 656F7 2001-0382 R DDM 16924-1 125TH PL SE ROADS INDICATED PIPE SEPARATION OF 656F7 20D1-0389 wac WQI SE 1BOT &118THAVE SE POTENT/AL GRAY WATER DISCHARGE. C 686E1 2001·0389 WQE WO\ SE 180T & 118TH AVE SE POTENTIAL GRAY WATER DISCHARGE, C 686E1 2001-0389 WQR WQI SE 180T & 118THAVE SE POTENTIALGRAYWATERDISCHARGE. C 666E1 2001-0684 C MNM 12301 SEc 172ND ST ALAN WORKING ON PROPOSED DRAINAG 656F7 2001·0726 C ODM 12215 SE 172NDST THIS PROBLEM IS ALREADY BEING ADOR 656F7 2001-0742 FCC MMF 11802 SE PETROVISKY RD APPEAR$ PONDING PROBLEM IS IN RIO F 656~7 Page 3o! s ,Av. 25. 2006 4:23PM Kl% r WLRD NO. 9222 P 5 llolDplalDt TJpa A-Bf Pl'8IIIIIII CDmanll TbnlsPl!II Ntaubll' Galla TBlofPl'IMnl 2002-0314 C DOM 18524 114THAVESE SHEETFLOW ONTO PROPERTY FROM UP 6B6E1 2002·0359 FCC MNM 17405 116TH AVE SE CLEARING ACilVITY ALONG STREAM CHA 656E7 2002·0381 C DDM 11625 SE 184TH ST SOGGY AREA IN YARD. MAYBE THERES 68SE1 2002·0407 WQC WQB 16836 113THAVE SE EXTENSION (WIDENING) OF EXISTING 0/ 656E7 2002-0535 FCR MNW 17602 114TH PLSE REPORTED INFESTATION OF TANSY RAG 656E7 2002·0614 woe waD SE 175T & 120TH AVE SE DISCHARE OF CARPET CLEANING LIQUID 656F7 2002-0614 WQE wQo SE 175T & 120TH AVE SE OISCHARE OF CARPET CLEANING LIQUID 656F7 2002-0774 C DTA 17405 116THAVESE REQUEST FOR DETERMINATION OF MAIN 656E7 2003-0030 FCC MNM 17425 119TH LN SE CHANNEL RESmlCTION AT TRASH RACK 656E7 2003-0201 Fl REM 12632 SE PETROVISKY REQUEST TD REMEASURE AS A RESULT 65BF7 2003·0218 WQA WQAI 11B02 SE PETROVISKY RD 656E7 2003·0219 WOA WQAI 17405 116THAVESE 656E7 2003-0824 C DDM 17311 117Tl-l AVE SE STORM EVENT; RESTRICTED FLOW AS A 656E7 2003.0975 WQA WQAJ 17200 116TH AVE SE B56E7 2004-0223 FCR TRE 16004 124THAVESE Trees removed from Facllly D921 B2. lnvestiga 686F1 2004-0266 WQA WOAI 17425 119TH LN SE 656E7 2004-0286 E MNM 1B004 124THAVESE Facility D92182 dispersion lrench fliled/graded 686F1 20CJ4.02B6 FCR MNM 18004 124THAVESE Facility D92182 dispersion trench filled/graded 6861'1 2004-0286 R MNM 18004 124THAVESE Facility 092182 dispersion trench filled/graded 686F1 2004-0313 WQA WQAI 17115 116THAVE SE WQA PER MCL REQUIRMENTS 656E7 2004-0348 FIR NWD 12602 SE PETROVITSKY FIR TO SEE IF HIS PARCEL SHOULD BE CL 656F7 20()4.0540 C RVC 114TH A & SE172ND ST ReqtJest to Yacele poltlon of NW corner of 114 656E7 2004--0745 C OTA 1B418 127THAVE SE 2 pipes from neighbOr drain onto complainanrs 686F1 2004-0697 Fl REM 123XX SE PETROVITSKY RD RELATED TO 2004-0001. STONEBROOK C 656F7 2004-0901 Fl REM 123XX SE PETROVITS KY RELATED TO 2004-0897. STONEBROOK C 656F7 2004-0908 C DTA 17509 118TH AVE SE PLUGGED TRASHRACK ON ADJACENT PR 656E7 2004-0973 woe WQB 12210 SE PETROVITSKY RD Poor wa eMP•. 65eF7 2004.0973 WQR WQB 12210 SE PETROVITSKY RO Poor WQ EIMPs. 656F7 2005-0032 C OTA 17311 117THAVE SE Soos Creek flows across property and near llo 658E7 2005-0132 EM MNM 17349 121ST LN SE D97088 & D97089 maintenance corrections c 656F7 2005-0174 C DDM 12137 SE 172ND ST Water in craw1$pace. ln>,'e$lgation found diteh 656F7 2005-0174 R DOM 12137 SE 172ND ST Water in crawlspaoe. lnvestlgaUon found ditch 656F7 2005-0195 C RFN 17645 122TH PL SE Water ponds on private !d (122 Pl SE). lnvesll 6561'7 2005-0210 WOA WOAI 12000 PETROVITSKY RD 656F7 2005-0332 FCR MNM 17222 125THAVE SE D92776 (M/D bond) needs maintenance. MC 656F7 2005-0401 woe WQDC 17844 120TH AVE SE Constructk>n debris dumped on private propert 6B6F1 2005-0440 WQC WQDR 11447 SE 180TH PL DUMPING FROM RV 686E1 2005-0466 woe wa1 11700 SE 184TH ST 6861:1 2005-0491 C DCA 17630 116TH AVE SE Flllng/re-gn!!dlng on neighbor's properly. Inv di 6B6E1 2006.0045 C RFN 12521 SE 172ND ST Runoff from townhomas flooding several hous 656F7 Poge4ofo MAY. 25. 2006 4:24PM Kl~G WL RD NO. 9222 P 6 Alldl'HS If 'PN!lm c..neats lll'IIPIUB 2006-0045 R RFN 12521 SE 172NDST Runoff from town homes flooding several hous 656F7 2006-0173 WQC WQDR 11447 SE 180TH PL RV leaving trail of sewage, 686E1 2006-0173 WQR WQOR 11447 SE 180TH PL RV leaving trai of sewage, 686E1 2006-0404 WQC WQO 12317 SE 179TH PL 686F1 Page6of5 Ophus Property Short Plat -Level One Drainage Analysis Drainage Complaint Summary Table [ Complaint Number ! De_!>cription [impact of Proposed Project 96-0591 Uostream culvert blocked None -culvert fixed 96-0679 Uostream flooding None 96-1236 Uostream -orivate issue None 96-2050 Pluaaed culvert -reoaired None 96-2071 Inadeauate culvert None 96-2125 Debris in channel -cleared None 97-0588 Flooding on private property None 97-0692 Tree over storm oioe None 98-0052 Water on private prooerty None 98-0489 · Water on road None 98-0543 Parking flow flooding-ui:istream None 99-0384 Flaw from next door i:iroi:ierty None ·--· ·--·~ 99-0608 Water over road -uostream · None . ~~. 99-0657 Water over road -upstream None 2000-0363 Sediment in channel -cleared None 2001-0109 Fillina causina floodina -oermit issued None 2001-0382 Possible broken culvert -reoaired None Page 1 of 1 Ophus Property Short Plat -Level One Drainage Analysis Drainage Complaint Summary Table [ Col!lp_laint Number [ [)_es_cl'iption [lll'li>_act of Proposed Project 2001-0726 Upstream culvert -Problem repaired None 2001-0742 Pondinq water in R/D facilitv None 2002-0314 Sheet flow onto Property -upstream None 2002-0381 Sooov lawn -uostream None 2003-0824 Heavy rain caused overflow None 2005-0174 Water in crawl soace None ~- ~ -- ------ ------ Page 1 of 1 Appendix C On Site and Off Site Basin Maps 1. Upstream Basin Map 2. Downstream Basin Flow Page7 c:\offe engineers\projects\davis grouplophus property\tir\level one.doc ,· ® Web date: 10/26/2005 King County SUBDIVISION DENSITY & DIMENSION CALCULATIONS Department of Development and Environmental Services Land Use Services Division 900 Oakesdale Avenue Southwest Renton, Washington 98055-1219 206-296-6600 TIY 206-296-7217 For alternate formats, call 206-296-6600. lo)@©[~ • -~"[1r5' Ln} JUL 1 ·, WD6 _::!) K.C. C. E .,., ... ~. Lolc>SD043 File Number (To be filled in by DOES) 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 21 A). 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: CHRISTOPHER J. SMITH SR. (Print Name) Subdivision Name: DAVIS -OPHUS SHORT PLAT Date: 6/14/2006 Comprehensive Plan Land Use Designation: UM (URBAN -MEDIUM DENSITY Zoning: R-6 ~~--------- 1 f 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. ______ square feet in submerged land (any land below the ordinary high water mark-see K.C.C. 21A.06.825) + ______ square feet in perimeter rights-of-way which will be required to be dedicated MAIN FfLF. COP)' = Total ------ 06-031 -SubdivDensityDimensionCalcFORM.doc lc-cal-subden.pdf 10/26/2005 Page ' Calculation: 89,156 Gross horizontal area of the project site -----~-- -------=0-Total submerged lands and rights-of-way -----=8~9~,1~5~6-Site area in square feet NOTE: To continue calculations, convert site area in square feet to acres by dividing by 43,560 2 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 is 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) 11. Base Density (K.C.C. 21A.12.030 -.040 tables): The base density is determined by the zone designations(s) for the lot. 6 du/acre ------ 111. Allowable Dwelling Units and Rounding (K.C.C. 21A.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). 2 site area in acres (see Section 1.) X ------------=6'--base density (see Section II) = 12 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 or above shall be rounded up; and B. Fractions below .50 shall be rounded down. NOTE: For parcels in 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 the 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 more than four units. Recreation space must be computed by multiplying the recreation space requirement per unit type by the proposed number of such dwelling units (K.C.C. 21A.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. 21 A.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 170 square feet X 170 square feet X ----- ----- ----- proposed number of studio and one bedroom units proposed number of two bedroom units proposed number of three or more bedroom units Recreation space requirement 06-031 -SubdivDensityDimensionCalcFORM.doc lc-cal-subden.pdf 10/26/2005 + + = Page 2 of 6 Required On-site Recreation Space Continued 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 _____ _:7_ proposed number of units = 2,730 Mobile home parks shall provide recreational space as follows: 260 square feet X ______ proposed number of units = V. Net Buildable Area (K.C.C. 21A.06.797): This section is used for computing minimum density and must be completed only if the site is located in the R-4 through R-48 zones and designated Urban by the King County Comprehensive Plan. The net buildable area is the site area (see Section I) less the following areas: + + + _____ areas within a project site which are required to be dedicated for public rights-of-way in excess of sixty (60') of width 36,638 critical areas and their buffers, to the extent they are required by King County to remain undeveloped 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 2,730 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) -----regional utility corridors, and _____ other areas, excluding setbacks, required by King County to remain undeveloped 39,368 Total reductions Calculation: 89,156 site area in square feet (see Section1) ----~- 39,368 Total reductions ----===-41,788 Net buildable area in square feet NOTE: convert site area is square feet to ___ ....:..:==-acres by dividing by 43,560 = = 0.959 Net buildable area in acres ----"'=~ 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 11) 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.12.030(B)12.) Calculation: _____ 6_ base density in du/ac (see Section II) X 0.959 Net buildable area in acres (see Section V) = 5.756 X minimum density% set forth in K.C.C. 21A.12.030 or as adjusted in Section VII --~~- = ----~5-minimum dwelling units required 06-031 -SubdivDensityOimensionCalcFORM.doc lc-cal-subden.pdf 10/26/2005 Page3of6 VII. Minimum Density Adjustments for Moderate Slopes (K.C.C. 21A.12.087): Residential developments in the 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 and 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 -----in net buildable area ______ Total square feet 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) of 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% EXAMPLE CALCULATION FOR MINIMUM DENSITY ADJUSTMENTS FOR MODERATE SLOPES: + + + + + + + _____ sq. ft 0-5% slope increment X 2.5% median slope value= -~~~-sq. ft 5-10% slope increment X 7.5% median slope value= 10,000 20,000 -~~~-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= 750 + ----- 2,500 + --~-- ----- ----- + + + + + 30,000 --~--Total square feet 3,250 Total square feet --~-- in net buildable area adjusted for slope 3,250 Total square feet adjusted for slope divided by 30,000 Total square feet in net buildable area = .108333 Weighted average slope of net buildable area = ---~1 ~1 ·~Yo_ (Note: multiply by 100 to ccnvert 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 go;._ 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. 06-031 -SubdivDensityDimensionCalcFORM.doc lc-cal-subden.pdf 10/26/2005 Page 4 of 6 •• 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. 21A.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 Ill 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 units. 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. ----~6-base density in dwelling units per acre see (Section II) X 150% = 9 ----~9-maximum density in dwelling units per acre X 2 site area in acres= maximum dwelling units allowed utilizing density incentives (K.C.C. 21A.34) maximum density 18 6 base density in dwelling units per acre (see Section II) X 200% = 12 maximum density ----- 12 maximum density in dwelling units per acre X 2 site area in acres = 24 ----- maximum dwelling units allowed utilizing density incentives with 100 percent affordable units (K.C.C. 21A.34) 6 base density in dwelling units per acre (see Section 11) X 150% = 9 ----- 9 maximum density in dwelling units per acre X 2 site area in acres = ----~ maximum dwelling units allowed utilizing density transfers (K.C.C. 21A.37) Calculation: + + 12 base allowable dwelling units calculated in Section Ill ------ ------bonus units authorized by K.C.C. 21A.34 ------transfer units authorized by K.C.C. 21A.37 ______ 7_ total dwelling units (cannot exceed maximum calculated above) IX. Minimum Lot Area For Construction (K.C.C. 21A.12.100): Except as provided for nonconformances in K.C.C. 21A.32: maximum density 18 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) 06-031 -SubdivDensityDimensionCalcFORM.doc lc-cal-subden.pdf 10/26/2005 Page 5 of6 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. 21 A.12.050). I 30 Feet \ Lot Width Circle I ·-·-·-·-·-·- Lot Width Measurement Check out the DDES Web site at www.metrokc.gov/ddes 06-031 -SubdivDensityDimensionCalcFORM.doc lc-cal-subden.pdf 10/26/2005 Page 6 of 6 ® King County Department of Development and Environmental Services Land Use Services Division 900 Oakesdale Avenue Southwest Renton, Washington 98055-1219 206-296-6600 TTY 206-296-7217 Lo I 5 t) 0 t./ ~b date 09128/2005 WAIVER REQUEST FOR REQUIRED PRE-APPLICATION CONFERENCE (Required prior to filing a Land Use Application) For alternate formats, call 206-296-6600. Pre-Application Waiver Request -Land Use Permit The Director or designee may waive the requirement for a pre-application conference if it is determined to be unnecessary for review of an application. PLEASE PRINT ALL INFORMATION BELOW. Date 5/24/2006 Permit Type King County Activity Number A05PM216 ----------- Land Use for 6 Lot Plat Project Name Ophus Property LLC 6 Lot Plat Site Address 17644-1181h Avenue SE, Renton, WA 98058 JUL 1 1 2006 Parcel Number(s) 6196600440 K.C. D.D.E.S. ---~~------------------~~~~- Applicant's Name Ophus Property LLC, Attn: Charlotte Vanlaningham, Davis RE Group Applicant's Mailing Address 1201 Monster Rd SW, Suite #320, Renton, WA 98055 Applicant's Rationale for Waiver: Since the Ophus Pre-app meeting with King County last year Davis has submitted approximately 9-I 10 plats to King County. As a result of continually workign with King County on plat approvals for both ourselves, and our clients we are aware of the most recent changes in the codes effecting development in King County and the new creitcal areas ordinance. We respectfully request you grant our request for a Land Use Pre-application Meeting Waiver on these grounds. If you have any questions, please contact me at 206-853-6004 or email:charlottev@davisreg.com. Thank you for taking care of this matter. ~--------------·--· Based on the rationale noted above, I agree to waive the required pre-application conference, which has been determined to be unnecessary for filing an application. 'L irector or Director's Designee Date ,,/1 ', / {/_ I Check out the DDE_S Web site at www.metrokc.qovldt.fm N FIi '-' .. . . t·,:.<y<·\u ·-<C •A)(.J', I LandUse-Pre-ApConferenceWaiverReqFORM lc-wa1-preap.pdf 09/28/2005 Page 1 ft 1 KENNETH R. ANDERSON AND ASSOCIATES, INC., P.S. January 8. 2008 SUBJECT: DAVIS -OPHUS SHORT PLAT. LOT CLOSURE CALCULATIONS Parcel name: Boundary North: 164851.7602 East: 1306991.6665 Line Course: S 00-46-32 W Length: 140.99 North: 164710.7831 East: 1306989.7581 Line Course: N 88-51-10 W Length: 632.18 North: 164723.4403 East: 1306357.7048 Line Course: N 00-37-47 E Length: 140.99 North: 164864.4217 East: 1306359.2543 Line Course: S 88-51-10 E Length: 632.54 North: 164851.7574 East: 1306991 .6676 Perimeter: 1546.71 Area: 89.156 SQ. FT. 2.047 ACRES Mapcheck Closure -(Uses listed courses. radii. and deltas) Error Closure: 0.0030 Course: S 21-20-48 E Error North: -0.00281 East: 0.0011 O Precision 1: 515.566.67 ----------------------------------- Parcel name: Lot 1 North: 164863.5244 East : 1306404.2460 Line Course: S 00-36-16 W Length: 90.81 North: 164772.7195 East: 1306403.2880 Curve Length: 20.38 Radius: 64.00 Delta: 18-14-51 Tangent: 10.28 Chord: 20.30 Course: N 80-14-48 w Course In: S 18-52-38 W Course Out: N 00-37-47 E RP North: 164712.1618 East: 1306382.5814 End North: 164776.1579 East: 1306383.2848 Curve Length: 39.27 Radius: 25.00 Delta: 90-00-00 Tangent: 25.00 Chord: 35.36 Course: N 44-22-14 W Course In: N 00-37-47 E Course Out: N 89-22-14 W RP North: 164801.1564 East: 1306383.5595 End North: 164801.4311 East: 1306358.5610 Line Course: N 00-37-47 E Length: 62.99 North: 164864.4173 East: 1306359.2533 Line Course: S 88-51-10 E Length: 45.00 North: 164863.5163 East: 1306404.2443 Perimeter: 258.45 Area: 3,839 SQ. FT. 0.088 ACRES Mapcheck Closure -(Uses listed courses, radii, and deltas) Error Closure: 0.0083 Course: S 11-44-06 W Error North: -0.0~ East: -0.00169 Precision 1: 31, 138,5, /(:; O;, 17 . I· •/::.'~ :i \\/ ,P,AL/\.1, s1u0r TZOEOI . 1720 SO. 34JST t 4• FEDERAL WAY, WASHINGTON• 98023 DES MOINES: 253/838-1199'!, /f,rcoMA: 253/272-9858 • TOLL FREE: 1-888-838-1199 FAX: 253/838-8164 KENNETH R. ANDERSON AND ASSOCIATES, INC., P.S. Parcel name: Lot 2 North: 164862. 7235 East: 1306444.2398 Line Course: S 00-36-16 W Length: 112.36 North: 164750.3697 East: 1306443.0544 Curve Length: 19.40 Radius: 36.00 Delta: 30-52-25 Tangent: 9.94 Chord: 19.16 Course: N 62-41-03 W Course In: N 11-52-44 E Course Out: S 42-45-09 W RP North: 164785.5988 East: 1306450.4648 End North: 164759.1643 East: 1306426.0268 Curve Length: 26.67 Radius: 64.00 Delta: 23-52-31 Tangent: 13.53 Chord: 26.48 Course: N 59-11-06 W Course In: S 42-45-09 W Course Out: N 18-52-38 E RP North: 164712.1695 East: 1306382.5815 End North: 164772.7272 East: 1306403.2882 Line Course: N 00-36-16 E Length: 90.81 North: 164863.5322 East: 1306404.2462 Line Course: S 88-51-10 E Length: 40.00 North: 164862.7313 East: 1306444.2381 Perimeter: 289.24 Area: 4,071 SQ. FT. 0.093 ACRES Mapcheck Closure -(Uses listed courses, radii, and deltas) Error Closure: 0.0080 Course: N 11-44-23 W Error North: 0.00781 East: -0.00162 Precision 1: 36,155.00 Parcel name: Lot 3 North: 164861.9225 East: 1306484.2335 Line Course: S 00-36-16 W Length: 80.55 North: 164781.3770 East: 1306483.3838 Line Course: S 34-04-26 W Length: 38.65 North: 164749.3626 East: 1306461.7297 Line Course: N 88-51-10 W Length: 11.99 North: 164749.6027 East: 1306449.7421 Curve Length: 6.74 Radius: 36.00 Delta: 10-43-54 Tangent: 3.38 Chord: 6.73 Course: N 83-29-13 W Course In: N 01-08-50 E Course Out: s 11-52-44 W RP North: 164785.5955 East: 1306450.4629 End North: 164750.3664 East: 1306443.0525 Line Course: N 00-36-16 E Length: 112.36 North: 164862.7201 East: 1306444.2378 Line Course: S 88-51-1 O E Length: 40.00 North: 164861.9193 East: 1306484.2298 Perimeter: 290.30 Area: 4,173 SQ. FT. 0.096 ACRES Mapcheck Closure -(Uses listed courses, radii, and deltas) Error Closure: 0.0050 Course: S 49-05-16 W Error North: -0.00325 East: -0.00375 Precision 1: 58,058.00 KENNETH R. ANDERSON AND ASSOCIATES, INC., P.S. Parcel name: Lot 4 North: 164860.9213 East: 1306534.2258 Line Course: S 00-36-16 W Length: 120.99 North: 164739.9381 East: 1306532.9494 Line Course: N 88-51-10 W Length: 34.32 North: 164740.6252 East: 1306498.6363 Curve Length: 28.68 Radius: 50.00 Delta: 32-51-36 Tangent: 14.74 Chord: 28.28 Course: N 72-25-22 W Course In: S 34-00-26 W Course Out: N 01-08-50 E RP North: 164699.1769 East: 1306470.6714 End North: 164749.1668 East: 1306471.6725 Line Course: N 88-51-10 W Length: 9.94 North: 164749.3658 East: 1306461.7345 Line Course: N 34-04-26 E Length: 38.65 North: 164781.3802 East: 1306483.3886 Line Course: N 00-36-16 E Length: 80.55 North: 164861.9258 East: 1306484.2383 Line Course: S 88-51-10 E Length: 50.00 North: 164860.9247 East: 1306534.2283 Perimeter: 363.14 Area: 6,340 SQ. FT. 0.146 ACRES Mapcheck Closure· (Uses listed courses, radii, and deltas) Error Closure: 0.0042 Course: N 37-12-25 E Error North: 0.00335 East: 0.00255 Precision 1: 86,459.52 ----------------------------- Parcel name: Lot 5 North: 164859.9201 East: 1306584.2180 Line Course: S 00-36-16 W Length: 120.99 North: 164738.9369 East: 1306582.9416 Line Course: N 88-51-10 W Length: 50.00 North: 164739.9379 East: 1306532.9516 Line Course: N 00-36-16 E Length: 120.99 North: 164860.9212 East: 1306534.2280 Line Course: S 88-51-10 E Length: 50.00 North: 164859.9201 East: 1306584.2180 Perimeter: 341.99 Area: 6,050 SQ. FT. 0.139 ACRES Mapcheck Closure -(Uses listed courses, radii, and deltas) Error Closure: 0.0000 Course: S 90-00-00 E Error North: 0.00000 East: 0.00000 Precision 1: 341,980,000.00 KENNETH R. ANDERSON AND ASSOCIATES, INC., P.S. -------·------------------------------- Parcel name: Lot 6 North: 164858.9189 East: 1306634.2102 Line Course: S 00-36-16 W Length: 140.99 North: 164717.9368 East: 1306632.7228 Line Course: N 88-51-10 W Length: 50.00 North: 164718.9379 East: 1306582.7329 Line Course: N 00-36-16 E Length: 140.99 North: 164859.9200 East : 1306584.2202 Line Course: S 88-51-10 E Length: 50.00 North: 164858.9189 East: 1306634.2102 Perimeter: 381.99 Area: 7,050 SQ. FT. 0.162 ACRES Mapcheck Closure -(Uses listed courses, radii, and deltas) Error Closure: 0.0000 Course: S 90-00-00 E Error North: 0.00000 East : 0.00000 Precision 1: 381,980,000.00 Parcel name: Streets North: 164749.1630 East: 1306471.6728 Curve Length: 55.76 Radius: 50.00 Delta: 63-53-46 Tangent: 31.18 Chord: 52.92 Course: S 56-54-17 E Course In: s 01--06-50 W Course Out: N 65-02-36 E RP North: 164699.1731 East: 1306470.6717 End North: 164720.2697 East: 1306516.0030 Line Course: N 88-51-10 W Length: 95.09 North: 164722.1735 East: 1306420.9321 Curve Length: 15.21 Radius: 25.00 Delta: 34-51-22 Tangent: 7.85 Chord: 14.98 Course: N 35-49-08 W Course In: S 71-36-33 W Course Out: N 36-45-11 E RP North: 164714.2861 East: 1306397.2089 End North: 164734.3167 East: 1306412.1681 Curve Length: 6.70 Radius: 64.00 Delta: 5-59-58 Tangent: 3.35 Chord: 6.70 Course: N 50-14-50 W Course In: N 36-45-11 E Course Out: S 42-45-09 W RP North: 164785.5949 East: 1306450.4636 End North: 164738.6001 East: 1306407.0183 Curve Length: 26.4 7 Radius: 36.00 Delta: 42-07-22 Tangent: 13.86 Chord: 25.87 Course: N 68-18-32 W Course In: S 42-45-09 W Course Out: N 00-37-4 7 E RP North: 164712.1656 East: 1306382.5804 End North: 164748.1634 East: 1306382.9760 Curve Length: 39.27 Radius: 25.00 Delta: 90-00--00 Tangent: 25.00 Chord: 35.36 Course: S 45-37-4 7 W Course In: S 00-37-47 W Course Out: N 89-22-12 W RP North: 164723.1649 East: 1306382.7013 End North: 164723.4398 East: 1306357.7028 KENNETH R. ANDERSON AND ASSOCIATES, INC., P.S. Line Course: N 00-37-47 E Length: 78.00 North: 164801.4351 East: 1306358.5600 Curve Length: 39.27 Radius: 25.00 Delta: 90-0-00 Tangent: 25.00 Chord: 35.36 Course: S 44-22-14 E Course In: S 89-22-14 E Course Out: S 00-37-47 W RP North: 164801.1604 East: 1306383.5585 End North: 164776.1619 East: 1306383.2838 Curve Length: 47.05 Radius: 64.00 Delta: 42-07-22 Tangent: 24.65 Chord: 46.00 Course: S 68-18-32 E Course In: S 00-37-47 W Course Out: N 42-45-09 E RP North: 164712.1658 East: 1306382.5804 End North: 164759.1606 East: 1306426.0257 Curve Length: 26. 14 Radius: 36.00 Delta: 41-36-19 Tangent: 13.68 Chord: 25.57 Course: S 68-03-00 E Course In: N 42-45-09 E Course Out: S 01-08-50 W RP North: 164785.5951 East: 1306450.4636 End North: 164749.6023 East: 1306449.7429 Line Course: S 88-51-10 E Length: 21.93 North: 164749.1632 East: 1306471.6685 Perimeter: 450.89 Area: 4,606 SQ. FT. 0. 106 ACRES Mapcheck Closure -(Uses listed courses, radii, and deltas) Error Closure: 0.0043 Course: N 87-15-53 W Error North: 0.00020 East : -0.00429 Precision 1: 104,858.14 Parcel name: Tract "A" North: 164738.9331 East: 1306582.9414 Line Course: S 00-36-16 W Length: 20.00 North: 164718.9342 East: 1306582.7304 Line Course: N 88-51-10 W Length: 66.74 North: 164720.2704 East: 1306516.0038 Curve Length: 27.08 Radius: 50.00 Delta: 31-02-10 Tangent: 13.88 Chord: 26. 75 Course: N 40-28-29 w Course In: S 65-02-36 W Course Out: N 34-00-26 E RP North: 164699.1738 East: 1306470.6725 End North: 164740.6221 East: 1306498.6373 Line Course: S 88-51-10 E Length: 84.32 North: 164738.9339 East: 1306582.9404 Perimeter: 198.15 Area: 1,478 SQ. FT 0.034 ACRES Mapcheck Closure -(Uses listed courses, radii, and deltas) Error Closure: 0.0013 Course: N 49-26-21 W Error North: 0.00085 East: -0.00100 Precision 1: 152,415.38 KENNETH R. ANDERSON AND ASSOCIATES, INC., P.S. Parcel name: Tract "B" North: 164858.3790 East: 1306661.1719 Line Course: S 02-45-43 E Length: 10.83 North: 164847.5616 East: 1306661.6937 Line Course: S 14-46-11 E Length: 14.86 North: 164833.1926 East: 1306665.4820 Line Course: S 24-47-09 E Length: 16.09 North: 164818.5848 East: 1306672.2274 Line Course: S 40-59-38 E Length: 25.35 North: 164799.4511 East: 1306688.8565 Line Course: S 61-42-41 E Length: 54.57 North: 164773.5897 East: 1306736.9093 Line Course: S 07-50-47 E Length: 30.71 North: 164743.1672 East: 1306741.1017 Line Course: S 27-04-10 E Length: 31.10 North: 164715.4740 East: 1306755.2544 Line Course: N 88-51-10 W Length: 122.55 North: 164717.9276 East: 1306632.7290 Line Course: N 00-36-16 E Length: 140.99 North: 164858.9098 East: 1306634.2163 Line Course: S 88-51-10 E Length: 26.97 North: 164858.3698 East: 1306661.1809 Perimeter: 474.02 Area: 10,453 SQ. FT. 0.240 ACRES Mapcheck Closure -(Uses listed courses, radii, and deltas) Error Closure: 0.0129 Course: S 44-37-43 E Error North: -0.00918 East: 0.00906 Precision 1: 36,745.74 KENNETH R. ANDERSON AND ASSOCIATES, INC., P.S. Parcel name: Tract "C" North: 164851.7602 East: 1306991.6665 line Course: S 00-46-32 W Length: 140.99 North: 164710.7831 East: 1306989.7581 line Course: N 88-51-10 W Length: 234.55 North: 164715.4791 East: 1306755.2551 line Course: N 27-04-10 W Length: 31.10 North: 164743.1723 East: 1306741.1024 line Course: N 07-50-47 W Length: 30.71 North: 164773.5948 East: 1306736.9099 line Course: N 61-42-41 W Length: 54.57 North: 164799.4562 East: 1306688.8572 line Course: N 40-59-38 W Length: 25.35 North: 164818.5899 East: 1306672.2281 line Course: N 24-47-09 W Length: 16.09 North: 164833.1977 East : 1306665.4827 line Course: N 14-46-11 W Length: 14.86 North: 164847.5667 East: 1306661.6944 line Course: N 02-45-43 W Length: 10.83 North: 164858.3841 East: 1306661.1725 line Course: S 88-51-10 E Length: 330.56 North: 164851.7658 East: 1306991.6663 Perimeter: 889.61 Area: 39,925 SQ. FT. 0.917 ACRES Mapcheck Closure -(Uses listed courses, radii, and deltas) Error Closure: 0.0056 Course: N 01-45-40 W Error North: 0.00564 East: -0.00017 Precision 1: 158,858.93 KENNETH R. ANDERSON AND ASSOCIATES, INC., P.S. Parcel name: Tract "D" North: 164722.1736 East: 1306420.9333 Line Course: N 88-51-10 W Length: 63.24 North: 164723.4397 East: 1306357.7059 Curve Length: 39.27 Radius: 25.00 Delta: 90-00-00 Tangent: 25.00 Chord: 35.36 Course: N 45-37-47 E Course In: S 89-22-13 E Course Out: N 00-37-47 E RP North: 164723.1650 East: 1306382.7044 End North: 164 7 48.1635 East : 1306382. 9792 Curve Length: 26.47 Radius: 36.00 Delta: 42-07-22 Tangent: 13.86 Chord: 25.87 Course: S 68-18-32 E Course In: S 00-37-47 W Course Out: N 42-45-09 E RP North: 164712.1656 East: 1306382.5835 End North: 164738.6002 East: 1306407.0215 Curve Length: 6.70 Radius: 64.00 Delta: 5-59-58 Tangent: 3.35 Chord: 6.70 Course: S 50-14-50 E Course In: N 42-45-09 E Course Out: S 36-45-11 W RP North: 164785.5949 East: 1306450.4668 End North: 164734.3167 East: 1306412.1713 Curve Length: 15.21 Radius: 25.00 Delta: 34-51-22 Tangent: 7.85 Chord: 14.98 Course: S 35-49-08 E Course In: S 36-45-11 W Course Out: N 71-36-33 E RP North: 164714.2862 East: 1306397.2121 End North: 164722.1736 East: 1306420.9353 Perimeter: 150.89 Area: 1,172 SQ. FT. 0.027 ACRES Mapcheck Closure -(Uses listed courses, radii, and deltas) Error Closure: 0.0020 Course: N 89-09-39 E Error North: 0.00003 East : 0.00202 Precision 1: 75,445.00 S:\projects\2006 Projects\06-031 Davis-Ohpus Property Subdivision\lots\06-031 • Plat Lot Cales.doc ~1 l!I "' < ~1 Is_ ~ !< >--' :11 u; .; ' ~I 'o 0 .::_ z u ~ ~1 z ~ " ts F u 1i w "' ~ J I ~ • z ' w " I ~ ~ ijj i ~ < ~ ! ~ • z • I ! w ! i! ! " "' ! I < ' . ~ § ~ w C r • i • i I ! • I I " • ! ! ' a ! ~ a ~ " e I I . ~ • ~' s~ •g ~-;I i' " .~ ig !• ;! ;1 r .. hf. ""' ~; a; 'i .. ; ., i g~ ;1,, ;·--., ... , : .;~~~ i I II rr 1' I ~~~1 ~ ::> c:=, ·J:; .,.~ ·; i ['~-~ ·~ ·-· . ......., j T • ., "' Cl'. w 0 "' 8 w "' 0 " • > ~ SHORT PLAT NO. I 06S0043 ~ KING COUNTY, WASHINGTON RECORDING NO. VOL/PAGE SCALE: 1 IDoll • 40 ft. 20 40 IIO IIO IOU KC PONT IP 3809 ft:Ul)IIIQM .. C,ISE,.f'X4"1X'!(:. "'-- ~J':-1:i!iAvc.SE / U fllNlD•C,ISE,4"X4-'iXM::.IIIOM ~ SEl1llHST~M'!OOlfl.,/ 18 :f:5SE~:::/£ S.E. 178TH STREET PORllON Of ~1/4 of~1/4, S.__..l.LT. 23N R.2L_ '!1!1ml3/l'/2(1(1$. ' • WSlBIJ/15/2(1(1$. !I.!...~ ]~--__________________ --1!._88'5~"w 1J27.ISJ'{£2...!_.127.•7'(!2...._ ________________________________ ---, 32l"33 663.94'{C) T 683.69'(C) 8el..73'(P) I I 663. 74'(P) I f 1 1 ~e· PARCEL MO. 6196'-0 0421 _J__ PARCEL MD. 61%60 0422 L PARCEL MO. ,.19660 0423 I I I ~ jli' ,:.: ~ \ u ~ r -, '- ~ ; f w ui I I \ ,I ~ 0 1,i I I PARCEL MD. 619660 0420 ,,... " 1 1 r-PGARAG[-, BAA8EDYIIR£f'OIC[ ~ , ti . I . i 'i .. ... -~ i E'J.----_j -.. I 1 ~~ '""'"'' ---""""'"'""~ ~1~ II! I ,r,--' ag ..... ~I~ uiJ, I /1£ . ' ~=~ "'(!i;l,,... ~ • --w ~ ~ ~ W"I' . I · I~ 4 • 5 '/!!!!:!!!.. 1:.lO 11£TLAND BUFFER ~ 81 z · I,,..., •,., 6.J40so.rr :i: e..CMsti.rr. 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FT. -U.IJ.)4 Al.:Ht::> IIEDCATED SE 176TH f'LACE • J.62a Sf • 0.083 AC 20IIOt sa. rr. ·~- u i ~I I [' ~ ---------------B60.3r(f)(P) __J -S88"5110i: 1320.5" C ------------------------- ~ FtUll IIIOM N 05£, STlH IIIOM •,u.,,11 IETIID!,ATlfflJeE:DIIIIFll5lMAV£. 3!:1MlSE190'IIIST.tTat!IOWI. l!91ED J/15/21m CUR\/£ TABt..E CURVE I L.£NG1H RADIOS = = = = = = 11.«l lll,,O( l.U ll.OC S.E. 180TH STREET LINE TABLE LINE '""™ """" " ., .. i "' -flfj (ll 0 C· "' 0 'y' " 'y' 1"1 d z _J w ~· "' ~ <I a_ > \ 41.o& ~ " lJ " ~· i KC PfWtl ll :\fll§ = 21.9J' S66'511u E 1'4,A"' so, ""'" DAVIS -OPHUS SHORT PLAT 1201 IIONSTER ROAD S.W., SUllE 1320 RENTCfil, WA !t8005 = e, au ./ft:Ul)~IIIOM•/PI.NOtN 05£,l.e5t.tl(lal,ATlfll!l!i£CDCIIIF 11811< Al£ SE -SE 18'111 ST. "'91EDl1/2:lftl5, J20'3 ., ,m e, ·~ "" I""' ,n OCT08ER 31, 2007 08-0J1 DWN, SY C/S e• ~· "' -SCA'-' I ~ "' ~~ QiKD. BY '" 1· • 40' """ 2 "' 2 ;I I ll 'I !1 ! .... KingCounty Department of Development and Environmental Services 900 Oakesdale Avenue Southwest Renton, WA 98057-5212 206-296-6600 TTY 206-296-7217 Web date: 11/28/2007 SUBDIVISION DENSITY & DIMENSION CALCULATIONS For alternate formats, call 206-296-6600. File Number (To be filled in by DOES) 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 21 A). 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: ....:::Cc.:h:.::ris:c,tO:::iPe:.h:.:,e:,_r:,::J·c...,Se.cm:.::ic,,lh:..:S"'rc..· __________ Date: 01/08/2008 /Print Name) Subdivision Name: ....:::O"'p"'hu,,,se...·...:S,,,h.,,o"'rt,..,P_,l,:,:at,...._ _______________________ _ Comprehensive Plan Land Use Designation: -=-U"-M'--'("'u'-'rb'-=a'--'n_-.c.cMc.cec.=dc.=iu"'m~) _____________ _ Zoning: --'-'R'-'-6'--------- lf 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 TOTAL horizontal area of the project site. I~~.:,. '.\ ·•. 11 i_j I ' .:::::J \\ 06-031 -SubdivDensityDimensionCalcFORM.doc lc-cal-subden.pdf 11/28/2007 LU:. S{}O 'j .. ··-··J Pa.ge 1 of 6 ' Calculation: 89,156 Gross horizontal area of the project site ----~~~ 89,156 Site area in square feet ----~~~ NOTE: To continue calculations, convert site area in square feet to acres by dividing by 43,560 2 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 is 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. 21A.12.030 -.040 tables): The base density is determined by the zone designations(s) for the lot. 6 du/acre ----~- Ill. Allowable Dwelling Units and Rounding (K.C.C. 21A.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). 2 site area in acres (see Section 1.) X ----~------~6~ base density (see Section II) = 12 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 or above shall be rounded up; and B. Fractions below .50 shall be rounded down. NOTE: For parcels in 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 the 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 more than four units. Recreation space must be computed by multiplying the recreation space requirement per unit type by the proposed number of such dwelling units (K.C.C. 21A.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 170 square feet X 170 square feet X ----proposed number of studio and one bedroom units ----proposed number of two bedroom units ----proposed number of three or more bedroom units Recreation space requirement 06-031 -SubdivDensityDimensionCalcFORM.doc lc-cal-subden.pdf 11128/2007 + + = Page 2 of6 Required On-site Recreation Space Continued 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 ------'6'---proposed number of units = 2,340 Mobile home parks shall provide recreational space as follows: 260 square feet X ______ proposed number of units = V. Net Buildable Area (K.C.C. 21A.06.797): This section is used for computing minimum density and must be completed only if the site is located in the R-4 through R-48 zones and designated Urban by the King County Comprehensive Plan. The net buildable area is the site area (see Section I) less the following areas: + + + _____ areas within a project site which are required to be dedicated for public rights-of-way in excess of sixty (60') of width 39,925 critical areas and their buffers, to the extent they are required by King County to remain undeveloped -----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 10,453 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) regional utility corridors, and -----+ + _____ other areas, excluding setbacks, required by King County to remain undeveloped = 50,378 Total reductions Calculation: ____ 8"'9~·~15'-'6'-site area in square feet (see Section1) 50,378 Total reductions -----=-==~ = 38,778 Net buildable area in square feet NOTE: convert site area is square feet to ---~=-acres by dividing by 43,560 = 1 Net buildable area in acres ------ VI. Minimum Urban Residential Density (K.C.C. 21A.12.060): The minimum density requirement applies m 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. 21 A.12.030 table. The minimum density requirements may be phased or waived by King County in certain cases. (See K.C.C. 21 A.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.12.030(8)12.) Calculation: 6 base density in du/ac (see Section II) X Net buildable area in acres (see Section V) -----= ---~cc-X minimum density% set forth in K.C.C. 21A.12.030 or as adjusted in Section VII 6 minimum dwelling units required -----= 06-031 -SubdivDensityDimensionCalcFORM.doc lc-cal-subden.pdf 11/28/2007 Page 3 of6 VII. Minimum Density Adjustments for Moderate Slopes (K.C.C. 21A.12.087): Residential developments in the 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 and 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. fl 5-10% slope increment X 7.5% median slope value= + ------+ + + + + + _____ sq. fl 10-15% slope increment X 12.5% median slope value= _____ sq. fl 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. fl 35-40% slope increment X 37.5% median slope value= Total square feet -----in net buildable area + ------ + ------ + + ------ + ------ + ______ Total square feet 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) of 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% EXAMPLE CALCULATION FOR MINIMUM DENSITY ADJUSTMENTS FOR MODERATE SLOPES: + + + + + + + = = _____ sq. ft 0-5% slope increment X 2.5% median slope value= -~=~-sq. ft 5-10% slope increment X 7.5% median slope value= 10,000 20,000 --~--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= 30 000 -~=~-Total square feet in net buildable area 750 + --~~- ---=2~,5~0_0_ + + ----- + ----- + ----- + -----+ ----- __ ..=3.c,,2c=5"'0_ Total square feet adjusted for slope 3,250 Total square feet adjusted for slope divided by 30,000 Total square feet in net buildable area .108333 Weighted average slope of net buildable area ____ 1_1°_Yo_ (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 go;. from 83% for an adjusted minimum density factor of 74%. This replaces the minimum density factor in K.C.C. 21A.12.030 table. 06-031 -SubdivDensityDimensionCalcFORM.doc lc-cal-subden.pdf 11/28/2007 Page 4 of6 , . 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. 21A.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 Ill 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 units. 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. ____ ..:6c... base density in dwelling units per acre see (Section II) X 150% = 9 ____ ..:9c_ maximum density in dwelling units per acre X 1 site area in acres = maximum dwelling units allowed utilizing density incentives (K.C.C. 21A.34) maximum density 9 ____ ..:6c... base density in dwelling units per acre (see Section II) X 200% = 12 maximum density ----'1"'2'-maximum density in dwelling units per acre X 1 site area in acres= 12 maximum dwelling units allowed utilizing density incentives with 100 percent affordable units (K.C.C. 21A.34) ____ ..,6:.._ base density in dwelling units per acre (see Section II) X 150% = 9 ____ ..:9:.._ maximum density in dwelling units per acre X 1 site area in acres= maximum dwelling units allowed utilizing density transfers (K.C.C. 21A.37) Calculation: + + _____ 1:..:2c... base allowable dwelling units calculated in Section Ill _____ ..,O:.._ bonus units authorized by K.C.C. 21A.34 _____ ..,O:.._ transfer units authorized by K.C.C. 21A.37 _____ __:6:_ total dwelling units (cannot exceed maximum calculated above) IX. Minimum Lot Area For Construction (K.C.C. 21A.12.100): Except as provided for nonconformances in K.C.C. 21 A.32: maximum density 9 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) 06-031 -SubdivDensityDimensionCalcFORM.doc lc-cal-subden.pdf 11/28/2007 Page 5 of 6 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). 30 Feet \ Lot Width Circle I Lot Width Measurement Check out the DDES Web site at www.Ainqcountv.gov/permits 06-031 -SubdivDensityDimensionCalcFORM.doc lc-cal-subden.pdf 11/2812007 Page 6 of 6 ® King County Department of Development and Environmental Services Land Use Services Division 900 Oakesdale Avenue Southwest Renton, Washington 98055-1219 (206) 296-6600 TIY (206) 296-7217 Alternative formats available upon request Drop-Off Cover Sheet for Land Use Services Division **************************** IMPORTANT ****,.,**•**********""********** Date Received by LUSD PROJECT NUMBER AND NAME IS NECESSARY FOR ALL DROP-OFFS Project No.: ~Sa~ Project Name=P/, s;,,,4 ?/ J(._F -. FROM: s)Ol,,..._ ::JA WI tluY"!-4 h ~ [iJ; ;; :'..! Li; ID) Company Name / on ct Person Telephone No.: 2.o-Z...-z.. 7-0 / K.c. o.o.E.s. ADDITIONAL INFORMATION REQUESTED BY KING COUNTY STAFF (please print) o/ ,6/,u Right of Way Pennit Please specify item(s) dropped-off: Clearing/ Grading Penn it 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 lg-cvs-dropoff.pdf 05-30-2002 Page 1 of 1 ® King County Department of Development and Environmental Services Land Use Services Division 900 Oakesdale Avenue Southwest Renton, Washington 98055-1219 (206) 296-6600 TTY (206) 296-7217 Alternative formats available upon request Drop-Off Cover Sheet for Land Use Services Division PROJECT NUMBER AND NAME IS NECESSARY FOR ALL DROP-OFFS Project No.: j..~/,SOO S/3 ProjectName: ()f/,,o sh" .. +-P/a...+- FROM: :!oh"' \4.htbw.tl4Z.ll\ Company Name ?Conta~ Person ,/Telephone No : r.),.Q/p .J 'f Z.,0 -Z.. 2-2-0 TO: l\lttze!') 5c,ha/U'IL ADDITIONAL INFORMATION REQUESTED BY KING COUNTY STAFF (please print) Lot Line Adjustment Permit Please specify item(s) dropped-off: Right of Way Permit Please specify item(s) dropped--0ff: Clearing / Grading Permit Additional information requested; please specify item(s) dropped--0ff: Other:------------------------------------- PLEASE NOTE: All drop--0ff item(s) will be Jogged into the computer under the project number, therefore, it is important that the top portion of this fonm is completed properly before you drop--0ff 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 lg-0is-dropoff.pdf 05-30-2002 Page 1 of 1 DAVIS -OPHUS 6 -LOT SHORT PLAT Permit Approval Conditions Document Fire System Review Tracking Numbers: L06S0043 Revision 02/28/08 Fire Engineering approval may be granted with the following conditions: AA02 MUDD Any questions regarding the fire review of this plan should be directed to: Bill Mudd, Fire Engineering. Telephone: (206) 296-6785 PRELIMINARY APPROVAL Preliminary Fire Engineering approval has been granted with the following condition: Any future residences constructed on lots 3 through 6 must be sprinkled (NFPA 13D) due to inadequate fire apparatus access. The International Fire Code (IFC) requires all portions of the exterior walls (at grade) of the structures to be within 150 feet (as a person would walk via an approved route around the buildings) from approved fire apparatus access. Approved access is a minimum 20-foot wide (unobstructed) driving surface that is not over 150 feet in length if dead-end. Parked vehicles are an obstruction. The sprinkler requirement can be removed from lots 3 through 6 if the finished roadway driving surface is at least 28 feet wide, curb-to-curb, and the Fire Marshal designates one side of SE 1761h Place (within the short plat) as a fire lane. A formal request to King County Fire Engineering has to be initiated to accomplish this. The fire lane will have to be marked/signed in accordance with requirements outlined in Title 17 of the King County Code, and a covenant requiring the property owners to maintain the fire lane on the public roadway will have to be recorded. Because portions of the exterior walls of any residence constructed on lot 6 will be more than 150 feet (as a person would walk around it from approved fire apparatus access (unobstructed 20-foot wide driving surface) it will not be possible to remove the sprinkler requirement from lot 6. Fire System Review Approval Conditions Page 1 of 1 Scharer, Karen Subject: Location: Start: End: Recurrence: Meeting Status: Required Attendees: Resources: L06s0043 Opus RR, ODES C1 Thu 0112412008 10:00 AM Thu 0112412008 11 :00 AM (none) Meeting organizer Scharer, Karen; Follmer, Mark; Gillen, Nick RR, DOES C1 Scharer, Karen Subject: Location: Start: End: Show Time As: Recurrence: Meeting Status: Required Attendees: Resubmittal. L06S0043 Opus RR, DOES 045 Tue 11/27/2007 1 :00 PM Tue 11/27/2007 2:00 PM Tentative (none) Not yet responded Scharer, Karen; Follmer, Mark; Langley, Kristen; Gillen, Nick; West, Larry Note that the applicant has agreed to allow the clock to remain off (at day 99) until preliminary approval as a condition allowing the most recent extension. Larry -I didn't see you signed off on PRMS, will you have any conditions for this one? Please advise. Thanks 1 October 31. 2007 Karen Scharer, PPM ll Department of Development and Environmental Services 900 Oakesdale A venue Southwest Renton, WA 98057-5212 RE: Application No. L06S0043 -Ophus Short Plat Dear Ms. Scharer The purpose of this letter is to provide responses to DDES Request for Additional Information letter dated September 17. 2007 (see attached). Our responses are as follows: Wetlands: Item 1 Our response is as follows: Please see attached 4 copies of the mitigation plan by Alder NW to reduce buffer from I 00 foot to 75 foot. Items 2 and 3 Our response is as follows: N/ A, we revised the sanitary sewer route has to come in off 1181h Ave. SE. rather than coming from the east though the wetland and buffer area. Access/Roadway 1993 King County Road Standards (KCRS) Item 4 Our response is as follows: Has been noted and resolved with our current site plan Fire Engineering Item 5 Our response is as follows: This has been noted and will be a condition placed upon each lot prior to issuance of a building permit to construct a single family home. • Drainage: 2005 King County Surface Water Design :Wanual (SWDM) Items 6, 7 and 8 Our response is as follows: Items 6, 7 and 8 have been incorporated into the attached Conceptual Drainage Plan, If you need any further information or have any questions regarding the items submitted, please call me at (206) 920-2220 or e-mail j-lambo@comcast.net. Enclosure cc: Tom Gough, Darrell Offe L06S0043 September 11, 2007 Page 3 of 4 2nd Screening Transmittal Project Name: Ophus Short Plat Project Number: L06S0043 Please provide the following information Wetlands: 1. ODES concurs with the consultant's analysis the on-site wetland is a Category II and would require a 100 foot buffer. This buffer maybe reduced to 75 feet per KCC 21A24.325-3.a, provided the mitigation measures are met. 2 The proposed crossing the wetland with a sewer line may be an allowed alteration per KCC 21A24.045-34. Submit information on how your crossing plan is meeting or not meeting the criteria per this section, specifically address alternative locations with less impact. A map or plan showing alternative locations with discussions on how and why alternative locations are or are not feasible is required. 3. Provide a full off site sewer easement analysis Show as accurately as possible existing sewer locations/manholes, possible connection locations, and critical areas within the proposed easement located off-site. Any questions regarding the wetland review of this plan should be directed to: Nick Gillen at (206) 296-7141 . Access/Roadway1993 King County Road Standards (KCRS): 4. The site access road as proposed limits the development of the parcel immediately to the south. Additional lots created on the parcel to the south in addition to the six that are proposed with this short plat would total more than six, which would require a cul-de-sac (KCRS 2 08A) Although the bulb construction is not required at this time, additional right-of-way (ROW) will be required for the future bulb With the north edge of the bulb located at the north edge of the on-site access road, right-of-way will be required inside an arc from the northeast corner of the on-site road tract to the east edge of the neighboring property. Similarly, right-of-way shall be provided in the area labeled Tract "D" to provide for the other part of the bulb circle. The remainder of the bulb would be on the neighboring property A revised site plan is required with the next submittal. Contact Mark Follmer at (206) 296-7039 if you have questions regarding access issues. L06S0043 September 11, 2007 Page 4 of 4 Fire Engineering Please note the following conditions of Fi1-e Engineering: 5. Any future residences constructed on lots 5, 6 and 7 must be sprinklered (NFPA 130) due to inadequate fire apparatus access. The International Fire Cod (IFC) requires all portions of the exterior walls (at grade) of the structures to be within 150 feet (as a person would walk via an approved route around the buildings) from approved fire apparatus access. Approved access is a minimum 20-foot wide (unobstructed) driving surface that is not over 150 feet in length if dead-end. Any future residences constructed on lots 2, 3 and 4 will have to be sprinklered (NFPA 130) if on-street parking is permitted on SE 176n' Place, obstructing the minimum 20-foot unobstructed fire lane requirements cited above. Any questions regarding the fire review of this plan should be directed to: Bill Mudd, Fire Engineering. Telephone: (206) 296-6785 Drainage: 2005 King County Surface Water Design Manual (SWDM) A revised conceptual drainage plan shall be included with the next submittal. Submit 4 copies of a conceptual drainage plan, which is prepared, stamped, and signed by a professional engineer licensed in the State of Washington. 6_ We have observed during on-site visits for previous projects that Soos Creek flows through a sphagnum bog. The conceptual drainage plan shall demonstrate compliance with the sphagnum bog criteria (1.2.8. 1.C and 6. 1.4) unless it can be demonstrated that the drainage path does not flow into the sphagnum bog area A revised conceptual drainage plan and/or a revised Level 1 Downstream Analysis 1s required with the next submittal. 7. mplementation of flow control BMPs as part of the subdivision project are optional (KCSWDM 5.2.2, p. 5-13), however, if they are implemented as part of the subdivision project, the facility size may be reduced according to Table 5.2.2.A Notes: a. Perforated pipe connections do not receive a facility sizing credit b. BMP feasibility shall be demonstrated for individual lots and a soils report will be required (5 2.21 D) 8. Consider Reduced Impervious Surface Credit/Restricted Footprint per C.2.9 as a BMP. Contact Mark Follmer at (206) 296-7039 if you have questions regarding drainage issues. Your submittal should include 10 copies of any revised plan and 4 copies of any special study. K.C t).OJ: .. S- AlderNW i b_ . ()ctobe. r 30, 2007 .: ~}"'~No 111506a • .. ,..,~~ Mr. Tom Gough 3002 South Walker Street Seattle, Washington 98144 . \J;r' ·. . iro·· ·. ·"·.?tii Subject: Wetland Evaluation Ophus Property King County Parcel #6196600440 King County, Washington Dear Mr. Gough: As requested we have conducted a wetland evaluation study for the property identified as Tax Parcel #6196600440 The property is located at 17644 I 18th Avenue SE, in unincorporated King County, as illustrated on the Vicinity Map (Figure 1 ). ·, The purpose of our work was to identify the limits of any wetland areas on or immediately adjacent to the property. In conducting our site evaluation, we followed the general procedures for the routine on-site methodology as outlined in the March 1997 Washington State Wetlands Identification and Delineation Manual, prepared by the Washington State Department of Ecology. This procedure involves analysis of vegetation patterns, soil conditions, and near-surface hydrology in making a determination of wetland conditions. This methodology is similar to the procedures outlined in the Corps of Engineers Wetland Delineation Manual Technical Report Y-87-1 (1987). Our scope of work included a site visit on November 22, 2006, when we completed our site evaluation and placed sequentially numbered flags marking the limits of the site wetland. During our site visit on November 22, 2006, we met with Mr. Nick Gillen of King County Department of Development and Environmental Services. The purpose of that meeting was to review the wetland delineation and wetland the wetland classification which had been completed for a previous study. The report presented here incorporates comments from Mr. Gillen including changes in the interpretation of the wetland classification, and revisions to the wetland delineation. The revised wetland flagging has been surveyed and plotted on project maps by Ken Anderson & Associates. We also reviewed project development plans prepared by Offc Engineers. PROCEDURES For the purpose of this study, we used the wetland definition adopted by the Environmental Protection Agency (EPA) and the Army Corps of Engineers (COE) for administering Section 404 of the Clean Water Act. According to this definition, wetlands are: 518 North 59th Street, Seattle, Washington 98103• Phone (206)783-1036 ematl aldernw@comcast.net '•,,! Mr. Tom Gough October 30, 2007 Those areas that are inundated or saturated by surface water or groundwater at a frequency and duration sufficient to support, and that under nonnal circumstances do support, a prevalence of vegetation typically adapted for life in saturated soil conditions. Wetlands generally include swamps, marshes, bogs, and similar areas. (33 CFR 323) In accordance with this definition, a given area is designated as jurisdictional wetland if the hydrology results in inundated or saturated soils during the growing season, hydric soils are present, and the dominant vegetation is hydrophytic. Delineation procedures are based on diagnostic envirorunental indicators of wetland vegetation, wetland soils, and wetland hydrology. By definition., an area is designated as wetland when there are positive indicators for all three parameters. A listing of plant species has been developed for use in the methodology for delineating wetland areas. lbis listing assigns plant species to one of five indicator status categories ranging from Obligate wetland species, which almost always occur in wetlands, to Upland species, which rarely occur in wetlands. Under nonnal conditions, hydrophytic vegetation is determined to be present if more than 50 percent of the dominant species are in the Obligate (OBL), Facultative Wetland (FACW), or Facultative (FAC) indicator categories. Diagnostic indicators ofhydric soils are related to soil saturation, which leads to anaerobic conditions in the soil. Under these conditions, decomposition of organic material is inhibited and soil minerals are reduced, creating characteristic soil colors that can be quantified by comparison with Munsell Soil Color Charts. A chroma of one or less in urunottled soils or a chroma of two or less in mottled soils generally indicates a hydric soil. In addition, soils that are saturated during the growing season satisfy a criterion for hydric soils. We used a hand auger to collect soil samples from a depth of8 to 16 inches. Wetland hydrology is defined as inundated or saturated soil conditions for at least 14 consecutive days during the growing season. If no water is present at the time of evaluation., other indicators may include topographic low points or channels, flood debris, complete absence of vegetation, or presence ofhydric soils. Standardized data forms are available to record observations on each parameter. For this project, we completed data forms for the Routine On-Site Determination Method at 2 locations on the site. Copies of these data forms are included with this report. SITE CONDITIONS The subject property is a rectangular shaped parcel of approximately two acres, located at 17644 118"' Avenue SE in unincorporated King County. It is currently occupied by an existing home and other outbuildings on the west end of the property with driveway access to 118"' Avenue SE. Adjacent properties are similarly developed as residences on large lots, although there is new residential development in progress in the neighborhood. The property immediately to the east includes an electric transmission line easement. It is in use as a construction company equipment and materials storage yard. Topographically, the property slopes down from about elev. 450 at I 18th Avenue SE along the west property line to a broad swale crossing the eastern third of the property at about elev.406 and then rising to the northeast comer at about elev. 416. Soils on the property and over surrounding areas are mapped as Alderwood gravelly sandy loam (Soil Survey of King County, Washington, U.S. Soil Conservation Service, 1973). Alderwood soils are described as a moderately well drained soil formed under conifers in glacial deposits. It has a relatively impermeable consolidated substratum at depths of 24 to 40 inches below the surface. lbis soil type is not included on the National Technical Committee on Hydric Soils listing of hydric soils, although wetland conditions are often Project No. 111506a Page No. 2 Mr. Tom Gough October 30, 2007 found in shallow depressions within Alderwood soil units. Our observations of soil conditions across the property outside of the broad swale crossing the property area are generally consistent with the Alderwood soil type. Vegetation on the western third of the property includes lawn and landscaping around the existing house and outbuildings. The eastern section of the property is occupied by mixed conifer forest. Douglas fir (Pseudotsuga menziesii), western hemlock (Tsuga heterophylla), western red cedar (Thuja plicata) are the predominant tree species present, along with scattered red alder (A/nus rubra), black cottonwood (Populus balsamifera), and some big leaf maple. The shrub understory includes salmonberry (Rubus spectabilis), vine maple (Acer circinatum), and Indian plum (Oemleria cerasiformis), among others. Wetland Area We have identified the limits of a wetland area within the broad swale crossing the property as illustrated on the Site Map (Figure 2). This wetland originates off the property to the north in the head of the broad swale as near surface seepage and extends across and extends off the property to the southeast. It has an area of approximately 4,200sq.ft. on the property. Vegetation within the wetland includes black cottonwood, red alder and western red cedar trees around the margin. Salmonberry is the predominant shrub species within the wetland on the property along with some Himalayan blackberry. Off the property to the south and east the wetland becomes broader and more open. In the more open off-site wetland, there is a more dense shrub cover including hardback spirea (Spiraea douglasii), and red osier dogwood (Comus sto/onifera). Slough sedge is a common herbaceous species. Off-site to the north, the property including the head of the wetland has been subject to periodic mowing. Vegetation on this area includes creeping buttercup (Ranuncu/us repens), with some soft rush (Juncus effi,sus) and mowed grasses. At the time of our observations in November, 2006, there was standing water to a depth of 12" or more within main body of the wetland, and extending to the southeast. A shallow ditch line originating near the north property line drains the upper end of the swale. 11,is ditch excavation extends for about 90ft onto the property, ending where the swale and the wetland become wider. At the time of our observations in November, 2006, there was slight surface water movement within the base of the broad swale. Hydrologically, the wetland appears to be supported primarily by near surface groundwater seepage into the wetland from the adjacent side slopes and by surface drainage from the had of the swale. Drainage through the wetland continues off-site and through the wetland to the southeast where there is a culvert running through existing fill placed for the construction storage yard. The culvert and the fill extends for a distance of approximately 100ft where the culvert discharges into a wetland area which extends further to the east and south. The culvert and existing fill separates the wetland area on the west side of the fill and including the site wetland from the area to the east. King County Critical Area Ordinance (CAO) regulates development activity within and adjacent to critical areas including wetlands and streams. This ordinance assigns wetland categories based on the Washington State Wetland Rating System for Western Washington, Washington State Department of Ecology publication number 04-06-025. Under this system wetlands are classified into four separate categories, with Category I being assigned to wetlands of greatest rarity, and with the highest functions they provide, and Category IV wetlands have the lowest functions. It is our interpretation of the rating system, that the wetland satisfies the criteria for designation as a Category 2 wetland. This is based on a score of 57 on the wetland rating form. A copy of the rating form is included with this report. Assigned buffers for wetlands differ depending on characteristics of the wetland and the surrounding Project No. 111506a Page No. 3 Mr. Tom Gough October 30, 2007 buffer. Using the defined criteria for assigning buffer widths, it is our interpretation, that the assigned buffer would be !00 feet measured from the edge of the wetland. Tiris buffer is assigned for Category 2 wetlands where the score for Habitat Function portion of the rating form is less than 20. The standard 100ft buffer may be reduced by 25ft, with the implementation of a variety of mitigating measures. These can include the installation of fencing to mark the limits of the buffer, and measures to enhance or restore the buffer by controlling the growth of non native species and replanting with native trees and shrubs. Stream King County Inventory maps identify a stream corridor crossing the property and draining toward the southeast where it drains to a large wetland through which Soos Creek flows. The segment of the drainage crossing the subject property is a seasonal drainage course moving through the wetland area. It is separated from lower reaches by an existing culvert and fill of 100ft length or more. The culvert discharges into a relatively flat section of wetland grown up and grasses and creeping buttercup. There is no defined channel through this section of wetland It is our interpretation that these conditions, the length of the culvert and the lack of channel generate a blockage for the potential movement of fish upstream to reach the wetland on the west side of the culvert. The drainage course where it crosses the subject property and extending toward the existing culvert is seasonal. During our two site visits there were no fish observed ,..,thin the areas of surface water. It is our interpretation that the drainage within the wetland satisfies the criteria for designation as a King County Type N Water. The standard buffer for Type N waters is 65 feet. This buffer is included within the larger wetland buffer. Proposed Development It is proposed to develop the property for construction of 6 residential building lots as shown on site development plans prepared by Offe Engineers and as illustrated on the Site Development Plan (Figure 2). Access to the building lots from 118th Avenue SE will be provided by a roadway along the south property line. Stormwater treatment will be provided by construction of a vault within Tract B. The standard I 00ft buffer may be reduced by 25ft, with the implementation of a variety of mitigating measures as identified in the King County CAO (ZIA.24.325). Elements to be considered as mitigating measures include design of the storm water treatment system to direct untreated surface water runoff away from the wetland; covenants limiting use of pesticides within 150 ft of wetland; Infiltration or treatment to detain and disperse into the buffer new runoff from impervious surfaces and new lawn areas; installation of fencing to mark the limits of the buffer, and measures to enhance or restore the buffer by controlling the growth of non native species and replanting with native trees and shrubs. In its existing condition, vegetation within the 75foot buffer on the west side of the wetland is relatively undisturbed forest growth. There is minimal gro,..th of Himalayan blackberry and other invasive shrub species present under the forest canopy. English ivy (Hedera hedrix) is present along the outer margin of the buffer particularly near the north property line. English ivy is a Class C Noxious Weed of Concern in King County. The County Weed Board reconunends control and containment of existing populations and discourages new plantings of invasive cultivars. English Ivy is very difficult to eliminate once established. As partial mitigation for the reduction in buffer width, Project No. 111506a Page No. 4 Mr. Tom Gough October 30, 2007 measures to limit the growth of the ivy can be implemented. These measures should be directed toward controlling the vertical expansion of the ivy growing up the trunks of the trees by cutting vines where they are growing on the trees. These control measures should be implemented annually over the three year period following completion of the residential development. Additional mitigation should include the installation of fencing to mark the limits of the sensitive area tract. We trust the information presented is sufficient for your current needs. If you have any questions or require additional information, please call. Sincerely yours, ALDERNW . ~ ~ IP CTnYiA, "----' , ~etP. Munger V /VVV ~r-. Encl.: Vicinity Map -Figure I Site Map Figure 2 Wetland Rating Form Project No. 111506a Page No. 5 ;1 !El~Sr ' ( '•,: (".~ . .',-. SE17.fiOST ii l)·®k . .' Sl: -1i'r5_TH-ST Sit 17!!tH ST SE1EllTHST SE11!13i1DST + CC) :21X15Kng County ALDERNW SEt7filMST 0 """"' SE 'IBIS ~ · -· 762ft VICINITY MAP Ophus Property King County, Washington Project 111506a I Date Oct., 2007 I Figure 1 t J( r.1-.,·"""\ \'\~·(fj \ \ --'\ --. \ \ \ \ \, I \ \\\ ". '.. ,! I ~,~·~\"'-\ ,.\"':\ \_ L ~ \ 50 \ :-'"-" -- -.~l . ~ -~ ---• r 'rt, I ~I+.-f9 _. :::: l ""'-'. . ·-- 0'"111/;,:> --:;:-J 1J.,d~ > .:-"// -,--::!.-..i ,. ' (-,;). ) ' r£ ::_ /; I /1'1 ' \' ( ( • ') <i; .t, ' . ·;;,,. ·t, (.): l--7"--,,,,r.~1rnQ·~ T tu/:~~~ .. ·, '""•'' I ,. --'?9f' >w ,-X/0-., ". . / :: ,;:_ { _\'QI ·--,,. \ L (' ,/ C / • I """-~. --i,Jio.-. / / ~ \ ( \ h '/ \_ \ / 1 1111\\j :P~lJ i/iN. aJQ.:11; / I i I j I I I APPROXIMATE SCALE 0 50 ---.. -...., 100 feet ----- \ ' I I '-.J./VV \ \ \ \ I ~ ' t I f l"N"~:io~- l.Jt,l]l l>:lll-:xl~ ~'\ /, \ f, :, / _/ \ ·( ::r \ \ \ ' \\ I j r I. \ V \ \ . .... 1 I ··, ~. - \ I 1 1 \ , ••.. ) \ I ~ ·- '. ' \ ,_., .. "' . ..., ~ 1-~,,~_ \ ,.,,.,"·· \__ - ~?fliu/lv-0 ~ lcl\l~\10 ]~\,~ ~~ '1 \ K9Ui -/1;1 ]SlrOH LJ<> t \ IIJ A derNW SITE MAP Ophus Property King County, Washington Proj. 111506a Date Oct., 2007 I Figure 2 t J( ~ · r ~--. ', ,r, ) ;,._ / C )c ' i -.• ··' \..0(..-I"(.:;) I,-.._ L--'CO -~' '"':1~0 -~_. WETLAND RAtil\G FORM -WESTERN WASHINGTON Name of wetland (if knm,m) ':), ____ • Location: SEC ~TWNSHP"2 3 RNGE:..,~(attach map with outline of wetland to rating form) Person(s) Rating Wetland: C./v!vv>'J ~,---Affiliation 1'::J'J P, H Lv Date of site visit:/Y-2 2-ul. 3 -; ~o? "' H! i\ hy \H'li:lllri '.' I H·-. AD __ l 7 S"s- ( a!!'/!Hf_, khtd on '-PL(!\! ( H \ct,, r: R!ST!CS ohiefLwd !l Do,•-, not \ppi, .>( Check the appropriate type and class of wetland being rated. Wetlllncl Tvne -------·- Wetland Class Estuarine Depressional Natural Heritsoe Wetland Rive1ine Bo!! Lake-frin<>e Mature Forest Slope Old Growth Forest Flats Coastal Lagoon Freshwater Tidal Interdunal None of the above Wetland Rating Form -western Washington Augus1 2004 Does the wetland being rated meet any of the criteria below? If you answer YES to anv of the questions below you will need to protect the wetland according to the regulations regarding the special characteristics found in the wetland. . Cbeck List for Wetlands That Need Special Protection, and YES That Are Not Included in the Ratiru! SP!. Has the wetland been documented as a habitat Jar any Federally l,sted Threatened or Endangered plant or animal .1pec1es (/'IE species)? For the purposes of this rating system, "documented" means the wetland is on the annrooriate state or federal database. SP2. Has the wetland been documented as habilatfi,r any State listed Threatened or Endangered plant or animal species.? For the purposes of this rating system, "documented" means the wetland is on the approoriate state database. SP3. Does the wetland contain individuals of Pnonty species listed by the WDFW jiJr the state? SP4. Does the wetland have a local significance in addition to its fanctions? 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 o(the data sheet you will need to determine the Hydrogeomorphic Class o[the wetland being rated. NO ~ 'I__ ~ 'I The hydrogeomorphic classification groups wetlands into those that fimction in similar ways. This simplifies the questions needed to answer how well the wetland fimctions. The Hydrogeomorphic Class of a wetland can be determined using the key below. See p. 24 for more detailed instructions on classifying wetlands. Wetland Rating Form -western Washington August 2004 Classification of Vegetated Wetlands for Western Washington \"\''ctland Name: U2 \ v C', Date: ; 1. ~ water levels in the wetland usually controlled by tides (i.e. except during floods)? ~goto 2 YES-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) If your wetland can be classified as a Freshwater Tidal Fringe use the forms for Riverine wetlands. [fit is Saltwater Tidal Fringe it is rated as an Estuarine wetland. Wetlands that were called estuarine in the first and second editions of the rating system are called Salt Water Tidal Fringe in the 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 Catego1y I and II estuarine wetlands have changed (see p. ) 2. I~ topography within the wetland flat and precipitation is only source (>90%) of water to it. c~-go to 3 YES -~e wetl'.11'd cl~s is Flats . If your wetland can be class1hed as a 'Flats wetland, use the form for Depress,onal wetlands. 3. Does the wetland meet both of the follo\\ing criteria? _The vegetated part of the wetland is on the shores of a body of open water (without any vegetation on the surface) where at least 20 acres (8 ha) are permanently innndated (ponded or flooded); ~ _At least 30% of the open water area is deeper than 6.6 ft (2 m)? ~ 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 (nnidirectional) 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 depressiom or behind hummocks( depressiom are usually G <3ji diameter and less than 1 foot deep). go to 5 YES -The wetland class is Slope e wetland in a valley, or stream channel, where it gets innndated by overbank flooding from that stream or river? The flooding should occur at least once every two years, on the average, to answer "yes." The wetland can contain depressiom that are filled with water when the river is /1,otjllJ(Jding \~.~o to 6 YES -The wetland class is Riverine Wetland Rating Form -western Washington 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 vear. This means that any outlet, if present, is higher than the interior of the wetlarui. NO -go to 7 YES -The wetland class is Depressional 7. I:; the wetland located in a ve1y flat area with no obvious depression and no stream or river running through it and providing water. The wetland seem~ 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% classif)· the wetland using the first class. HGM Classes Within a Delineated Wetland Boundarv Class to Use in Rlltinf! .. Slope + Riverine Riverine Slope+ Depressional Depressional Slope+ Lake-fringe _LakP.-fringe Depressional + Riverine along stream within boundary ./ Depressional ~ Depressional + Lake-fringe ~ ~ 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 determine 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 Fonn ~ western Washington 4 August 2004 D Depressional and Flats Wetlands WATER QUALITY FUNCTIONS -Indicators that wetland functions to improve water quality D D l. Does the wetland have the potential to imprnve water quality? (seep. 38) DI.I Characteristics of surface water flows out of the wetland: D D D D D D Wetland is a depression ,vith no surface water outlet : v \ ve, ..:.___ ~ = 3 Wetland has an intermitlenlly flowing. or highly constricted, outlet l, points= 2) Weiland has an unconstricted surface outlet points= 1 Wetland is Oat and has no obvious outlet and/or outlet is a ditch points= I D 1.2 The soil 2 inches below the surface is clay, organic, or smells anoxic (hydrogen sulfide or rotten eggs). YES ( NCJ; points= 4 :.--:,;_;,int;;~ D 1.3 Lnaracteristics of persistent vegetation (emergent, shrub, and/or forest class): i--Wetland has persistent, ungrazed, vegetation > = 95% of area lpoints = 9 Wetland has persistent, ungrazed, vegetation>= 1/2 of area points= 3 Wetland has persistent, ungrazed vegetation>= 1/10 of area points= I Wetland has persistent, ungra,ced vegetation <1/10 of area points= 0 Dl.4 Characteristics of seasonal ponding or inundation. This is the area of the wetland that 1s ponded.for at least 2 months, but dries out sometime during the year. Do nor count the area that is permanently ponded. Estimate area as the average cond1twn 5 out of JO yrs. Area seasonally ponded is> !12 total area of wetland points= 4 J,.-A:rea seasonally ponded is > V. total area of wetland ~ Area seasonally ponded is < V. total area of wetland pomts = 0 NOTE: See text for indicators ofseasona/ and permanent inundation .. Total for D 1 Add the points in the boxes above D 2. Does the wetland have the opportunity to improve water quality? (seep. 44) 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 .fa/lawing conditions provide the sources of pollutants. -Grazing in the wetland or within 150 ft -Untreated stormwater discharges to wetland -Tilled fields or orchards within 150 ft of wetland , > · -A stream or culvert discharges into wetland that drains developed areas, "' '"' _,· residential areas, farmed fields, roads, or clear-cut logging -J1 /~} L Residential, urban areas, golf courses are within 150 ft of wetland -S ~ < :r· -Wetland is fed by groundwater high in phosphorus or nitrogen " -Other __ ---------- D YES multiplier is 2 NO multiolier is 1 TOTAL-Water Quality Functions Multiply the score from DI by D2 Add score to table on D. 1 \Vetland Rating Fonn -,vcstcm Washington 5 August 2004 Points 0 9 multiplier rr p Depressional and Flats Wetlands lfoints HYDROLOGIC FUNCTIONS -Indicators that wetland functions to reduce lloodin2 and stream de2radation D 3. Does the wetland have the potential to reduce Hooding and erosion? (.,ee o. 46) D D 3.1 Characteristics of surface water Dows out of the wetland ~ has no surface water oullet points= 4 -has.an.intwpittently ilowing, or highly constricted, outlet points= 2 ~ Wetland is flat and has-no~obvicius outlet and/or outlet is a small ditch points= I Wetland has an unconstricted surface outlet points= 0 D D 3.2 Depth of storage during wet periods Estimate the height of ponding ahove 1he ho/tom of the outlet /Mar.l;:.s--2££.?._~in~---~r more above the surface points= 7 -;_ The wetland is a "he r wetlancF----: • points= 5 s ~l<Sofpondingbetween:i ffto < 3 ft fr~m surface points= 5 Marks are at least 0.5 ft lo< 2 ft from surface points= 3 Wetland is flat but has small depressions on the surface that trap water points= I Marks of ponding less than 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 hasin contrihuting surface water to the wetland to the area of the wetland ilself" The area of the basin is less than 10 limes the area of wetland points= 5 3 The area of the basin is 10 to IOQ limes the area of the wetland points= 3 The area of the basin is more than I ()O ti mes the area of the wetland points= 0 Wetland is in the FLATS class (basin= the wetland, bv definition) ooints = 5 D Total for 03 Add the points in the hoxes above ;D D D 4. Does the wetland have the opportunity to .-educe Hooding and erosion? (seep. 49) 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. 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. ~etland is in a headwater of a river or stream that has flooding problems \\ etland 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 '2 -Other - YES multiplier is 2 NO multiPlier is 1 D TOTAL -Hydrologic Functions Multiply the score from D 3 by D 4 ~() Add .,core to table on p. 1 Wetland Rating Fonn -western Washington 6 J\ugtL{,t 2(XJ4 These questions apply to wetlands of all ff GM classes. HABITAT FUNCTIONS -Indicators that wetland functions to provide important habitat H 1. Does the wetland have the potential to provide habitat for many species? H 1.1 Vegetation structure (seep. 72) Check the types of vegetation classes present (as defined by Cowardin) if the class covers more than 1 O"/o of the area o{lhe i<ctla11d or 1,,; acre. __ Aquatic bed __x_ Emergent plants _:,..._ Scrub/shrub (areas where shrubs have> 30% cover) _xForested (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 types that qualify. H 1.2. Hydroperiods (seep. 73) If you have: 4 tvpes or more ~ 2 types I tvoe points= 4 points= 2 points= 1 points= 0 Check the types of water regimes (hydroperiods) present within the wetland. The water regime has to cover more than l 0% o(lhc we1land or !•, acre to count. (see lex/ fi,r descriptions of hydroperiods) __ Permanently flooded or inundated ____2(Seasonally flooded or inundated Occasionally flooded or inundated v-s'aturated only 4 or mo.~rpes present r ]..types present 2 types present __ Permanently flowing stream or river in, or adjacent to, the wetland ___x Seasonally flowing stream in, or adjacent to, the wetland . ____ Lake-fringe wetland = 2 points Freshwater tidal wetland = 2 points points= 3 points= 2 point= I H 1.3. Richness of Plant Species (seep. 75) Count the number of plant species in the wetland that cover at least 10 ft'. (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· List species below if you want to. Wetland Rating Fom1 -western Washington 1, > 19 specii;,s cDv,pecies < 5 species points= 2 points= I points= 0 August 2(X)4 2 ) H 1.4. Interspersion of habitats (seep. 76) Decide from the diagrams below whether interspersion between types of vegetation (described in H I. I), or vegetation types and unvegetated areas (can include open water or mudflats) is high, medium, low, or none. C) 0 None= 0 points Low= I point High = 3 points ~ ~ Moderate = 2 points l riparian braided channels] NOTE: If you have four or more vegetation types or three vegetation types and o en water the ratin is alwavs "hi ". 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 of points you put into the next column. -A-Large, downed. woody debris within the "etland (>4in diameter and 6 fl 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 (Im) over a stream for at least 33 ft (!Om) __ 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 Y. acre of thin-stemmed persistent vegetation or woody branches are present in areas that are permanently or seasonally inundated (structures for egg-laying by amphibiam) ...:i,_ Invasive plants cover less than 25% of the wetland area in each stratum of plants Comments Wetland Rating Fonn -western Washington H 1. TOTAL Score -potential for providing habitat Add the scores in the column above August 2004 /0 H 2. Does the wetland have the opportunity to provide habitat for many species? H 2.1 Buffers (seep. 80) Choose the description that best represents condition of buffer of wetland The highest scoring criterion rhar applies to the wetland 1s lo he used in the rating. See text ji,r definition ()f "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 -I 00 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 , b25% circumference, . Points = 3 '-+f;o m (170ft) of relatively undisturbed ,egctated areas, rocky areas, or open water " for > 50% circumference. Points = 3 If buffer does not meet any of the criteria above -No paved areas (except paved trails) or buildings within 25 m (80ft) of wetland> 95% circumference. Light to moderate grazing, or lawns are OK. Points = 2 -No paved areas or buildings within 50m of wetland for >50% circumference. 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, 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 or upland) that is at least 150 ft wide, has at least 30% cover of shrubs, forest or native undisturbed prairie, that connects to estuaries, other wetlands or undisturbed uplands that are at least 250 acres in size? (dams in riparian corridors, heavi(v used gravel roads, paved raads, 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 ls 1he wetland part of a relatively undistuilied 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 lo estuaries, other wetlands or undisturbed uplands that are at least 25 acres in size? OR a Lake-fringe wetland, if it does not have an undisturbed corridor as in the question above'/ r-:-,., YES = 2 points (go to 1I23) ~ H 2.2.3 H 2.2.3 Is the wetland: within 5 mi (8km) of a brackish or sail water estuary OR within 3 mi of a large field or pas lure (>40 acres) OR within l mi of a lake greater than 20 acres? YES= I ooint Wetland Rating Form -western Washington 15 !~1o noints _ _/ August 2004 D H 2.3 Near or adjacent to other priority habitats listed by WDFW (seep. 81) Which of the following priority habitats are within 330ft (100m) of the wetland? (,ee text fi>r a more detailed description o(lhese priority habilats) __ Riparian: The area adjacent to aquatic systems with flowing water that contains dements of both aquatic and terrestrial ecosy sterns which mutually influence each other. __ Aspen Stands: Pure or mixed 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> 200years of age ____i__Matnre forests: Stands with average diameters exceeding 53 cm (21 in) dbh; crown cover may be less that 100%; crown cover may be less that l 00%; decay, decadence, numbers of snags, and quantit'" 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 cl1ma\'. plant community. __ Talus: Homogenous areas of rock rubble ranging in average size 0.15 -2.0 m (0.5 - 6.5 fi), composed of basalt, andesite, and/or sedimentary rock, including riprap slides and mine tailings. May be associated "ith 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 Natnral Open Space: A priorit, species resides within or is adjacent to the open space and uses it for breeding 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 largerthan4 ha(lO acres) and is surrounded by urban development. ~_Estuary/Estnary-like: Deepwater tidal habitats and adjacent tidal wetlands, usually semi-enclosed by land bul 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 0.5ppt 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 l prioritv habitat= I point No habitats= 0 points Wetland Rating Fom1 -western Washington 16 Aug11<;t 2004 / H 2. 4 Wetland Landscape (choose the one descnptwn of the landscape around !he welland that bestjils) (seep. 84) There are at least 3 other wetlands within Y, 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 pa,ed 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- ~nge wetlands within Y, mile points = 5 re are at least 3 other wetlands within Y, mile, BUT the connections between them are disturbed points= 3 / The wetland is Lake-fringe on a lake with disturbance and there are 3 other lake-..:i fringe wetland ,vithin Y, mile points= 3 There is at least l well.and ,,ithin Y, mile points= 2 There are no wetlands within Y, mile. points= O H 2. TOT AL Score -opportunity for providing habitat '( Add !he scores in the column above +/0 Total Score for Habitat Functions -add the points for H I, H 2 and record the result on 17 D. I \Vet!and Rating Form~ western Washington 17 Augu.st 2004 ® King County Department of Development and Environmental Services 900 Oakesdale Avenue Southwest Renton, WA 98057-5212 May 28, 2007 Charlotte Vanlaningham Ophus Property LLC 1201 Monster Rd. SW #320 Renton, WA 98055 RE: Request for Additional Information Application No. L06S0043 -Ophus Short Plat Date of Complete Application: 10/26/2006 Dear Ms. Vanlaningham: The purpose of this letter is to notify you that, pursuant to the provisions of KCC 20.20.040A, the Land Use Services Division (LUSD) is requesting additional information and/or studies to complete the review of the above-referenced project. The requested information is described on the enclosed "Plat Screening Transmittal". When submitting the information, please provide a cover letter which lists how each requested item has been addressed. Any clarification or explanation of your submittal should also be included in the cover letter. Please submit the information to: King County Dept. of Development and Environmental Services Land Use Services Division ATTN: Karen Scharer, PPM II, Current Planning Section 900 Oakesdale Avenue Southwest Renton, WA 98057-5212 If your submittal is hand delivered, please submit it to the Land Use Counter on the first floor at the address above. Your application has been placed "on hold'. as of the date of this letter until such time as you are advised that the information you submit satisfies our request, or 14 days after the date the information is received by this division. If the Division determines that the information is insufficient, we will notify you of any additional information which is needed. Please note that supplemental information required after the vesting of a complete application does not affect the validity of the vesting of the application. The deadline for the submittal of the requested information is August 28, 2007. 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 may be cause for the Department to cancel the application. L06S0043 May 28, 2007 Page 2 of 4 We request that you submit all of the information in one package. If you have any questions regarding the requested information or the submittal deadline, please call me at (206) 296- 7114 or e-mail Karen.scharer@metrokc.gov. Sincerely, ~5.: Current Planning Section, LUSD Enclosure cc: Kim Claussen, PPM Ill, Current Planning Section, LUSD, w/encl. Curt Foster, Senior Engineer, Engineering Review Section, LUSD, w/encl. Mark Follmer, Engineer II, Engineering Review Section, LUSD, w/encl Nick Gillen, Senior Ecologist, CAO Section, LUSD, w/encl L06S0043 May 28, 2007 Page 3 of 4 2nd Screening Transmittal Project Name: Ophus Short Plat Project Number: L06S0043 Please provide the following information: Wetlands: 1. DOES concurs with the consultant's analysis the on-site wetland is a Category II and would require a 100 foot buffer. This buffer maybe reduced to 75 feet per KCC 21A.24.325-3.a, provided the mitigation measures are met. 2. The proposed crossing the wetland with a sewer line may be an allowed alteration per KCC 21A.24.045-34. Submit information on how your crossing plan is meeting or not meeting the criteria per this section, specifically address alternative locations with less impact. A map or plan showing alternative locations with discussions on how and why alternative locations are or are not feasible is required. 3. Provide a full off site sewer easement analysis. Show as accurately as possible existing sewer locations/manholes, possible connection locations, and critical areas within the proposed easement located off-site. Any questions regarding the wetland review of this plan should be directed to: Nick Gillen at (206) 296-7141. Access/Roadway1993 King County Road Standards (KCRS): 4. The site access road as proposed limits the development of the parcel immediately to the south. Additional lots created on the parcel to the south in addition to the six that are proposed with this short plat would total more than six, which would require a cul-de-sac (KCRS 2.08.A). Although the bulb construction is not required at this time, additional right-of-way (ROW) will be required for the future bulb. With the north edge of the bulb located at the north edge of the on-site access road, right-of-way will be required inside an arc from the northeast corner of the on-site road tract to the east edge of the neighboring property. Similarly, right-of-way shall be provided in the area labeled Tract "D" to provide for the other part of the bulb circle. The remainder of the bulb would be on the neighboring property. A revised site plan is required with the next submittal. Contact Mark Follmer at (206) 296-7039 if you have questions regarding access issues. L06S0043 May 28, 2007 Page 4 of 4 Fire Engineering Please note the following conditions of Fire Engineering: 5. Any future residences constructed on lots 5, 6 and 7 must be sprinklered (NFPA 130) due to inadequate fire apparatus access. The International Fire Cod (IFC) requires all portions of the exterior walls (at grade) of the structures to be within 150 feet (as a person would walk via an approved route around the buildings) from approved fire apparatus access. Approved access is a minimum 20-foot wide (unobstructed) driving surface that is not over 150 feet in length if dead-end. Any future residences constructed on lots 2, 3 and 4 will have to be sprinklered (NFPA 130) if on-street parking is permitted on SE 176'h Place, obstructing the minimum 20-foot unobstructed fire lane requirements cited above. Any questions regarding the fire review of this plan should be directed to: Bill Mudd, Fire Engineering. Telephone: (206) 296-6785 Drainage: 2005 King County Surface Water Design Manual (SWDM) A revised conceptual drainage plan shall be included with the next submittal. Submit 4 copies of a conceptual drainage plan, which is prepared, stamped, and signed by a professional engineer licensed in the State of Washington. 6. We have observed during on-site visits for previous projects that Soos Creek flows through a sphagnum bog. The conceptual drainage plan shall demonstrate compliance with the sphagnum bog criteria (1.2.8.1.C and 6.1.4) unless it can be demonstrated that the drainage path does not flow into the sphagnum bog area. A revised conceptual drainage plan and/or a revised Level 1 Downstream Analysis is required with the next submittal. 7. mplementation of flow control BMPs as part of the subdivision project are optional (KCSWDM 5.2.2, p. 5-13), however, if they are implemented as part of the subdivision project, the facility size may be reduced according to Table 5.2.2.A. Notes: a. Perforated pipe connections do not receive a facility sizing credit. b. BMP feasibility shall be demonstrated for individual lots and a soils report will be required (5.2.2.1.D) 8. Consider Reduced Impervious Surface Credit/Restricted Footprint per C.2.9 as a BMP. Contact Mark Follmer at (206) 296-7039 if you have questions regarding drainage issues. Your submittal should include 10 copies of any revised plan and 4 copies of any special study. Scharer, Karen From: Sent: To: Subject: Attachments: Scharer, Karen Tuesday, May 29, 2007 11: 14 AM 'transportation@renton. wed net. ed u' King County Short Plat Application L06S0043 L06S0043.pdf LOGS00~3 Please review the following information. A response by June 6, 2007 would be appreciated. Unfortunately Kent School District was originally notified of this application rather than Renton. Please see attached. ~ L06S0043.pdf (382 KB) Karen J. Scharer, Program/Project Manager II Current Planning Section, Land Use Services Division Department Of Development and Environmental Services 900 Oakesdale Avenue Southwest Renton, WA 98057-5212 karen.scharer@metrokc.gov Phone 206-296-7114 (FAX 206-296-7051) ® King County Dept. of Development and Environmental Services Land Use Services Division 900 Oakesdale Avenue Southwest Renton WA 98055-1219 REQUEST FOR SCHOOL INFORMATION PRELIMINARY SHORT PLATS {<,wr/m:7 TO:~chool District FM: Kim Claussen, Program/Project Manager Ill RE: Proposed Short Subdivision LUSD File No: L06S0043 -Ophus Short Subdivision COPY 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 July 11 2006, 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 ___________________________ _ Jr. High/Middle, _____________________ _ Sr. High, ________________________ _ If the students wm be bussed, where do you anticipate the bus stops wi!! be located? Jf that information is not available al 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 return it by August 11, 2006 to the address below. If you have questions regarding this proposal, please call Karen Scharer at 206-296-7114. Thank you very much. King County Department of Development and Environmental Services Land Use Services DJVision ATTN: Karen Scharer, Project Manager 900 Oakesdale Avenue Southwest Renton, WA 98055-1219 ® Not.~e of Application King County Department of Development and Environmental Services Land Use Services Divi5ion 900 Oakesdale Avenue Southwest Renton, Washington 00057-5212 (Type 2) Applicant: Charlotte Vanlaningham 120:1,MdQ$ter Rd. SW#320 Renton, WA 98055 File No: L06S0043 /Ophus . 425-228-5959 Date Application Filed: 07/1112006 Date Determined Complete: 10/26/2006 ODES Project Manager: Karen Scharer, 206-296-7114 Email: karen.scharer@metrokc.gov Project Loc/ltien: Project Description: . ':'·ili ' \' Locate~1,;,l'the east side of 118 , Ave SE. ;,tthe address of 17644. Sub.division of a 89,156 square'fdot;property inte 7 Jots, each approximatl!I¥ 2600 square feeHo 3,100 squa're feet in size With active recreation area, drainage vault and perm·anent critical ar'eas tract to preserve wetland area. Permits requested in this application: Short Plat Relevant environmer\tal documents are available at the above address: Environmental Checklist, Wetland Study I!, Level 1 Drainage Analysis Development regulations to be used for project mitigation, known at this time: Codes as fisted below. Consistency with applicable County plans and regulations: This proposal will be reviewed for compliance with all applicable King County codes including Roads Standards, Surface: Water Design Manual, and Critical Areas Codes. Otner pem:iits not .included in this application, knownat this time: None The Department of Development and Environmental Services (ODES) will issue a decision on this application following a 21-day public comment period which ends on December 4 1 2006. Written comments on this application must be submitted to ODES at the address below. A public hearing is not required for this application prior to the DOES decision. However, the ODES decision may be appealed to the King County Hearing Examiner. who would conduct an appeal hearing prior to making a decision on the appeal.· Details of the appeal process will be included in the notice of decision. Any person wishing additional information on this proposed project should contact the Project Manager at the phone number listed above. 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 206-296-7217 (TTY). Department of Development and Environmental Services Land Use Services Division 900 Oakesdale Avenue Southwest Renton, Washington 98057-5212 Date of Mailing: November 9. 2006 --------------------=----------------===--=-==---- If you wish to receive a copy of the DOES report and decision of this application, complete and return this portion of the notice to the Land Use Services Division at the address listed above. File No. : L06S0043 ( Please print ) Name: ________________________________ _ Address: ________________________________ _ Telephone No.: ------ King County has received an application to develop property at th& address listed above. You are receiving this notice because our records indicate that you own property within approximately 500 feet of the proposal Type2 NOA , • VOL/PACE 1·; ''i 11 I I I I ,1 ~ !!! !!!!!::I I I : 'I ,, I . . I, •1 ,1 l !i j! J!i iii,iii I I ill ;•I ! ~~~ g;~:~~~ ~II ,I , , ,,, ,,,,,,, , i I! i ~ iii Ei~iii~ ! i M j I Iii 1111111 I, ! l I I i l I I I I ii I i I I' ii I i ' ' I i' !! i I I Ii '-~ 1; ' ~ I~ ~ 1~ ~ 1~ <® "!£ ~g g-< ~~ ~_, -z If jB " ,~ A S ~ l'r f q I • • ! -' [ I -I r 1 l ~ I ~ l ~ I ~ I < ' ~ ' " I i' ~ ~ " ~ ~ ~ ~ 0 p ~ l ~ SHORT PLAT NO. L...L_ ~ KING COUNTY, WASHINGTON REC0RD1h1C 1'10. SCALE: 11 ..... ~ "' ... \l(L/PACE ... .... 1olO JG fl'.Pj{ 11 Jjl'II PORTiotl Of ::=::.::.Ntf... ___ .,....-u·-.---·-nlf'-1"-~ :'.:=---r:"'r~ ... ~="'" S.E. 178TH STREET ~1/4 of..1!'.!....1/4, S.~T.~R.x_ "¥=-+-~=-------~~~,=~--------------! f I I "' R-6 I R-6 I R-6 f l I )};p' I I I . if I i;~ If ~ fl "! (\1( l ---= __ L __ ------~---m-= ____ ~i ::< R---6 f R-6 PARCEL NO, 6'9660 O<eO l.._ ~ ~ 5 ~, ; l1!tilj,. i i( if fi~c ~ ;I ~ ~WI ::: s I ::: .• 1 I I I i i I 11 F'ARc;EL i--::: R-6 ,_, I I I I ' ·--' 1 , , 1:il>· 1 PARCE;:--;,;;:-,,t • ., , •• o -- 1 I 1~. --·--·-· '~I! ~':.,~;.;:::.~!'"'~-J ~,;e:-------------------~------------------------·--_\ i :-::.. "': ::.!:"'.,. "':"...:'.::' ·---11.~J'·--~-S. E. 160TH STREET ~ g " w u • < • DAVIS -tAIJS $fmT FUT IC e'.PCI D JIii /---w-• __ .__Rllllltl:tDal' ........... _A: -·-,a 1D~IIIIMl!.a.!DltfJIII -·- ~tt DE: 15, 111111 = ~ ----__ , ~ ·~ -"'------'- • w • en w :J ,- ,- I I PARCIC:L_ r-J[J, E,1':lt:,!:,O ! 1 't~ r,1 LI \JC'PT \ \ f'77~-~ I./ I V OPHUS SHORT PL.ll.T O 6 c::; ,#1 0 Lj. 3 L06S0043 .I., __/'\ill - ay to Local School: students from this project will attend ''Benson Hill Elementary School" located at SE 190th Street and 11 Avenue SE. The students will walk along sidewalk from the project to the north (along 118th Ave.) to P ovitsky Road. There are sidewalks along the south side of Petrovitsky Road from 115th to 116 . Ther tti students would walk along the shoulder of 115th (south) to 19ot11. The shoulder in this rea is 2-3 wi e in spots. Benson Hill is more than a mile form the site. Middle Sc udents from this project will attend Nelson Middle School located SE 168th and 112 Avenue SE. Students would be bussed. There is a bus stop located at 120th and SE Petrovitsky Road. There is sidewalk from the project along 118th Avenue to Petrovitsky Road. There are sidewalks on Petrovitsky Road from 1181h to 120th. The Senior High Students would attend Lindbergh High School located at 128th Avenue SE and SE 166 1h Street. The students would be able to walk along sidewalk from the project to the intersection of SE Petrovitsky Road and 1281h Avenue SE. There is a signal and crosswalk at this intersection. Along 128th Avenue from Petrovitsky Road To 166:h Street there are widened should (asphalt) and sidewalks for the students to walk. ' ~ King County Department of Development and Environmental Services 900 Oakesdale Avenue Southwest Renton, WA 98057-5212 206-296-6600 nY 206-296-7217 www.kingcounty.gov September 17, 2007 Tom Tamburelli Ophus Property 3002 South Walker Street Seattle WA 98144 RE: Request for Additional Information Application No. L06S0043 -Ophus Short Plat Date of Complete Application: 10/26/2006 Dear Mr. Tamburelli: MAIN FILE CQpv The purpose of this letter is to notify you that provided that you are willing to stop the ODES time clock for the remainder of the preliminary plat process through to preliminary short plat decision, ODES will extend the deadline for submittal of additional information to October 31, 2007. The requested information previously required is described on the Screening Transmittal as attached. The listed applicant is required to notify ODES in writing that the ODES clock will be stopped with the applicant's approval. At this point in time, a total of 334 days have past where DOES has waited for submittal of information and due to handling of the fill during this extended time, DOES has spent 99 days with the clock on. Given our goal to issue decisions within 120 days, staff will have a tight schedule to meet their deadlines. When submitting the information, please provide a cover letter which lists how each requested item has been addressed Any clarification or explanation of your submittal should also be included in the cover letter. Please submit the information to: King County Dept. of Development and Environmental Services Land Use Services Division ATTN: Karen Scharer, PPM 11, Current Planning Section 900 Oakesdale Avenue Southwest Renton, WA 98057-5212 If your submittal is hand delivered, please submit it to the Land Use Counter on the first floor at the address above. Your application has been placed "on hold" as of the date of this letter until such time as you are advised that the information you submit satisfies our request, or 14 days after the date the information is received by this division. If the Division determines that the information is insufficient, we will notify you of any additional information which is needed. Please note that L06S0043 September 17, 2007 Page 2 of 4 supplemental information required after the vesting of a complete application does not affect the validity of the vesting of the application. The deadline for the submittal of the requested information is October 31, 2007. Failure to meet the deadline will cause for the Department to cancel this application. If you have any questions regarding the requested information or the submittal deadline, please call me at (206) 296-7114 or e-mail Karen.scharer@kingcounty.gov. Sincerely, c/{Y'--'- Karen Sch er, PPM II Current P nning Section, LUSD Enclosure cc: Kim Claussen, PPM 111, Current Planning Section, LUSD Mark Follmer, Engineer II, Engineering Review Section, LUSD L06S0043 September 17, 2007 Page 3 of 4 2nd Screening Transmittal Project Name: Ophus Short Plat Project Number: L06S0043 Please provide the following information: Wetlands: 1. DOES concurs with the consultant's analysis the on-site wetland is a Category II and would require a 100 foot buffer. This buffer maybe reduced to 75 feet per KCC 21A.24.325-3.a, provided the mitigation measures are met. 2. The proposed crossing the wetland with a sewer line may be an allowed alteration per KCC 21A.24.045-34. Submit information on how your crossing plan is meeting or not meeting the criteria per this section, specifically address alternative locations with less impact. A map or plan showing alternative locations with discussions on how and why alternative locations are or are not feasible is required. 3. Provide a full off site sewer easement analysis. Show as accurately as possible existing sewer locations/manholes, possible connection locations, and critical areas within the proposed easement located off-site. Any questions regarding the wetland review of this plan should be directed to: Nick Gillen at (206) 296-7141. Access/Roadway1993 King County Road Standards (KCRS): 4. The site access road as proposed limits the development of the parcel immediately to the south. Additional lots created on the parcel to the south in addition to the six that are proposed with this short plat would total more than six, which would require a cul-de-sac (KCRS 2.08.A). Although the bulb construction is not required at this time, additional right-of-way (ROW) will be required for the future bulb. With the north edge of the bulb located at the north edge of the on-site access road, right-of-way will be required inside an arc from the northeast corner of the on-site road tract to the east edge of the neighboring property. Similarly, right-of-way shall be provided in the area labeled Tract ''D"' to provide for the other part of the bulb circle. The remainder of the bulb would be on the neighboring property. A revised site plan is required with the next submittal. Contact Mark Follmer at (206) 296-7039 if you have questions regarding access issues. L06S0043 September 17, 2007 Page 4 of 4 Fire Engineering Please note the following conditions of Fire Engineering: 5. Any future residences constructed on lots 5, 6 and 7 must be sprinklered (NFPA 130) due to inadequate fire apparatus access. The International Fire Cod (IFC) requires all portions of the exterior walls (at grade) of the structures to be within 150 feet (as a person would walk via an approved route around the buildings) from approved fire apparatus access. Approved access is a minimum 20-foot wide (unobstructed) driving surface that is not over 150 feet in length if dead-end. Any future residences constructed on lots 2, 3 and 4 will have to be sprinklered (NFPA 130) if on-street parking is permitted on SE 176"' Place, obstructing the minimum 20-foot unobstructed fire lane requirements cited above. Any questions regarding the fire review of this plan should be directed to: Bill Mudd, Fire Engineering. Telephone: (206) 296-6785 Drainage: 2005 King County Surface Water Design Manual (SWDM) A revised conceptual drainage plan shall be included with the next submittal. Submit 4 copies of a conceptual drainage plan, which is prepared, stamped, and signed by a professional engineer licensed in the State of Washington. 6. We have observed during on-site visits for previous projects that Soos Creek flows through a sphagnum bog. The conceptual drainage plan shall demonstrate compliance with the sphagnum bog criteria (1.2.8.1.C and 6.1.4) unless it can be demonstrated that the drainage path does not flow into the sphagnum bog area. A revised conceptual drainage plan and/or a revised Level 1 Downstream Analysis is required with the next submittal. 7. mplementation of flow control BMPs as part of the subdivision project are optional (KCSWDM 5.2.2, p. 5-13), however, if they are implemented as part of the subdivision project, the facility size may be reduced according to Table 5.2.2.A. Notes: a. Perforated pipe connections do not receive a facility sizing credit. b. BMP feasibility shall be demonstrated for individual lots and a soils report will be required (5.2.2.1.D) 8. Consider Reduced Impervious Surface Credit/Restricted Footprint per C.2.9 as a BMP. Contact Mark Follmer at (206) 296-7039 if you have questions regarding drainage issues. Your submittal should include 10 copies of any revised plan and 4 copies of any special study. ti King County Department of Development and Environmental Services 900 Oakesdale Avenue Southwest Renton, WA 98057-5212 206-296-6600 TIY 206-296-7217 www.kingcounty.gov November 27, 2007 Tom Tamburelli Ophus Property 3002 South Walker Street Seattle WA 98144 RE: Request for Additional Information Application No. L06S0043 -Ophus Short Plat Date of Complete Application: 10/26/2006 Dear Mr. Tamburelli: f.• The purpose of this letter is to notify you that additional information is required to complete review of your application with a deadline of January 7, 2008. Again we request the same additional information regarding drainage. Previously you agreed for the DDES time clock to remain off for the remainder of the preliminary plat process through to preliminary short plat decision as a condition of DDES extending the deadline for submittal of additional information to October 31, 2007. I am again willing to extend the deadline however, please be advised that the project budget has increased as a result of additional review and correspondence. The requested information required is described on the Screening Transmittal as attached. When submitting the information, please provide a cover letter which lists how each requested item has been addressed. Any clarification or explanation of your submittal should also be included in the cover letter. Please submit the information to: King County Dept. of Development and Environmental Services Land Use Services Division ATTN: Karen Scharer, PPM II, Current Planning Section 900 Oakesdale Avenue Southwest Renton, WA 98057-5212 If your submittal is hand delivered, please submit it to the Land Use Counter on the first floor at the address above. L06S0043 November 27, 2007 Page 2 of 3 The deadline for the submittal of the requested information is January 7, 2008. Failure to meet the deadline will cause for the Department to cancel this application. If you have any questions regarding the requested information or the submittal deadline, please call me at (206) 296-7114 or e-mail Karen.scharer@kingcounty.gov. Sir?, 'lr~ai r, PM II Current Pia ning Section, LUSD cc Kim Claussen, PPM Ill, Current Planning Section, LUSD Mark Follmer, Engineer II, Engineering Review Section, LUSD ' ' • L06S0043 November 27, 2007 Page 3 of 3 3nd Screening Transmittal Project Name: Ophus Short Plat Project Number: L06S0043 Please provide the following information Access/Roadway1993 King County Road Standards (KCRS): 1. The site access road as proposed limits the development of the parcel immediately to the south. Additional lots created on the parcel to the south, in addition to the six that are proposed with this short plat, would total more than six, which would require a cul-de-sac (KCRS 2.08.A). Although the bulb construction is not required at this time, additional right-of-way (ROW) will be required for the future bulb. With the north edge of the bulb located at the north edge of the on-site access road, right-of-way will be required inside an arc from the northeast corner of the on-site road tract to the east edge of the neighboring property. Similarly, right-of-way shall be provided in the area labeled Tract "D" to provide for the other part of the bulb circle. The remainder of the bulb would be on the neighboring property. A revised site plan is required with the next submittal. Wetlands: 2. Revise the short plat plan removing reference to a sewer easement along the south property line and east of the Recreation/D1·ainage Tract. Any questions regarding the wetland review of this plan should be directed to: Nick Gillen at (206) 296-7141. Contact Mark Follmer at (206) 296-7039 rf you have questions regarding access issues. Fire Engineering Please note that sufficient information has been submitted regarding fire engineering. Drainage: 2005 King County Surface Water Design Manual (SWDM) Please note that sufficient information has been submitted regarding drainage. Your submittal should include 10 copies of any revised plan and 4 copies of any special study. Please submit to Karen Scharer. 1 • ,-. 1 ,Af v L D 0 S ,:) o 4 ~ K:' '.~ .. ~-0 __.-;:;, ~.pc.! WETLAND RATii\G FORM-WESTERN WASHINGTON Name of wetland (if known): C)T7':. ·. .. ·~-·>+ "·' · / Location: SEC: 3 ?TWNSHP:23 RNGE:....,'1::' (attach map with outline of wetland to rating form) Person(s) Rating Wetland: C ,/{) v,,,. -Atliliation: /)IJ p. H lv Dateofsitevisit:J/·22·('.){.. 3-J-07 Sl '' 'l \ :..: ', OF llATl\(; ii 111 I\ ~I,,);,: ]11 I? C ::te.:\t-,r\ l i · S1>.-·:rc '-I -t1·.1 ! ( ',il•.::<c,.)["\ /I! Si..:O.'L.~ .--:,,,; __ -::i_;, ( ar~,.:on based on \PEC!. \ L ( ii Does not .\f le in al Cate\!,on ,,.· Check the appropriate type and class of wetland being rated • ~-···--.. ~·-· -~-·"-. ~·~-----·------,---- Wetland Tvoe Wetland Oass Estuarine Depressional Natural Herita2e Wetland Riverine 802 Lake-frin!!'e Mature Forest Slone Old Growth Forest Flats Coastal La!!:oon Freshwater Tidal --· lnterdunal None of the above i Wetland Rating Form -western Washington August 2(XJ4 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. Check List for Wetlands That Need Special Protection, and YES That Are Not Included in the Ratine SPl. Jlas the wet/arul been documented as a !wbilatfor any Federally listed Threatened or Endangered plant or animal .,pecies (f/E species)? For the purposes of this rating system, "documented" means the wetland is on the anorooriate state or federal database. SP2. Has the wetland been documented as hab1ratfor any State listed Threatened or Endangered plant or animal species? For the purposes ofthis rating system, "documented" means the wetland is on the aonropriate state database. SP3. Does the wetland contain individuals of l'rzority species listed by the WDFW for the sta1e? SP4. Does the wetland have a local significance m addition to its junctions? For example, the wetland has been identified in the Shoreline Master Program, the Critical Areas Ordinance, or in a local rr1::magement plan as having special significance. To complete the next part o(the data sheet you will need to determine the Hydrogeomorphic Class of the wetland heing rated. NO 1" 'i.--._ V. . . ' ,. 1'. The hydrogeomorphic classification groups wetlands into those that function in similar ways. This simplifies the questions needed to 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. Wetland Rating Fonn -western Washington 2 August 2()()4 Classification of Vegetated Wetlands for Western Washington Wetland Name: ~ \11yC: Date: 1. ~--1 e water levels in the wetland usually controlled by tides (i.e. except during floods)? (~ go to 2 YES -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) If your wetland can be classified as a Freshwater Tidal Fringe use the forms for Riverine wetlands. !fit is Saltwater Tidal Frmge 1t is rated as an Estuarine wetland. Wetlands that were called estuarine in the first and second editions of the rating system are called Salt Water Tidal Fringe in the Hydrogeomorphic Classification. Estuarine wetlands were categorized separately in the earlier editions, and this separation is being kept in this revision. To maintain consistency betw~n editions, the term ''Estuarine" wetland is kept. Please note, however, that the characteristics that define Categoiy I and II estuarine wetlands have changed (seep. ) 2. I~ topography within the wetland llat and precipitation is only source (>90%) of water to it. (~-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 wet! and is on the shores of a body of open water ( without any vegetation on the surface) where at least 20 acres (8 ha) are permanently inundated (ponded or flooded); ~ __ At least 30% of the open water area is deeper than 6.6 ft (2 mp i___J go to 4 YES-The wetland class is Lake-fringe (Lacustrine Fringe) 4. Does the wetland meet all of the followmg 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 llow 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 depressiom-or behind hummocks( depressiom-are usually ,~',._ <3.fi diameter and less than I _fiJot deep). ; NO a go to 5 YES-The wetland class is Slope 5; fs'~ wetland in a valley, or stream chmmel, \\here 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 answer ''ves." The wetland can conrain depressions that are.filled with water when the river 1s not.flooding NO;Aso to 6 YES -The wetland c!Jss 1s Riverine Wetland Rating Form -\\'C!l.1x..TI1 Washington .1 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 1ha1 anv millet, if present, is higher than the imerior of the wetland. NO-go to 7 YES-The wetland class is Depressional 7. ls the wetland located in a very flat area "ith no obvious depression and no stream or ri,er running through it and providing water. The wetland seems to be maintained by high groundwater in the area The wetland ma, be ditched_ but has no obvious natural outlet. NO -go to 8 YES -The wetland class 1s 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 se,eral HGVI 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 the wetland using the first class. .•. . .. . HGM Classes Within a Delineated Wetland Bo .. Class to Use In R.atinu Slope + Riverine Riverine Slone + Denressional Depressi onal Slooe + Lake-fringe _L;,ke-frinPe Depressional + Riverine along stream within boundary / Depressional ~ ~D Denressional + Lake-frin~e ·-;.. essieaal 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 determine which of the above criteria apply to your wetland, or you have more than 2 HGM classes within a wetland boundary, classif\ the wetland as Depressional for the rating. Wetland Rating Fonn -\Vcstcm Washington I August 2004 D Depressional and Flats Wetlands Points WATER QUALilY FUNCTIONS -Indicators that wetland functions to improve water quality D D 1. Does the wetland have the i!Qlential to improve water quality? (seep. 38) D 1.1 Characteristics of surface water nows out of the wetland: D Wetland is a depression with no surface water outlet ,-v 1i ,,o,--':--points= 3 Wetland has an intermillently llowmg, or highly conslric'fed:o~tlet (poi§= 2) Welland has an lll1Constricted surface outlet points= I ~ Wetland is flat and has no obvious outlet and/or outlet is a ditch ooints = I D 1.2 The soil 2 inches below the surface is clay, organic, or smells anoxic D (hydrogen sulfide or rotten eggs). (_) YES eoints = 4 ( NU-, i "':'ints = 1f) D 1.3 Cfiaracteristics of persistent vegetation (emergent, shrub, and/or forest class): D L--W°etland has persistent, ungrazed, , egetation > = 95% of area Ccioints = 5) <: Wetland has persistent, W1grazed, vegetation > = 1/2 of area points= 3 J Wetland has persistent, W1grazed vegetation > = 1/10 of area points= I Wetland has oersistent, W1vrazed vegetation <l/10 of area ooints = 0 Dl.4 Characteristics of seasonal ponding or inW1dation. D This is the area of the wetland that is pondedfor at least 2 months, but dries out sometime during the year. Du not count the area that is permanently ponded. Estimate area as the average condition 5 out of JO yrs. Area seasonally ponded is> Y, total area of wetland points= 4 [,Area seasonally ponded is > V. total area of wetland ~ints = Zr) 2_ Area seasonally ponded is < V. total area of wetland pomts = O NOTE: See /ext for indica/Ors ofscasonaf and vermanent inwufation.. D Total for D 1 Add the points in the boxes above 9 D D 2. Does the wetland have the oppm1unity to improve water quality? (seep. 44) . Answer YES if you know or believe there are pollutants in groW1dwater or surface water coming into the wetland that would otherwise reduce water quality in streams, lakes or groundwater downgradient from the wetland? Note which of1he following conditions provide the sources of pollutants. -Grazing in the wetland or within 150 ft -Untreated stormwater discharges to wetland -Tilled fields or orchards within 150 ft of wetland -A stream or culvert discharges into wetland that drains developed areas. '. residential areas, farmed fields. roads, or clear-cut logging j L Residential, urban areas, golf courses are within 150 ft of wetland multiplier ' J , -W~tland is fed by ground""'"' high in phosphorus or nitrogen ' • -Other / ~ YES multiolier is 2 "<0 multiolier is I I . D TOTAL-Water Quality Functions Multiply the score from DI by D2 / 'l Add score to table on p. 1 Wetland Rating Fom1 -western Washington 5 August 2CX14 D Depressional and Flats Wetlands Points HYOROLOGIC FUNCTIONS -Indicators that wetland functions to reduce floodi.tu, and stream de!i.radaliou D 3. Does the wetland have the potential to reduce flooding and erosion? (seen . .J6) D D 3.1 Characteristics of surface water flows out of the wetland ~and has no surface water outlet points= 4 '-Wetliod.has an inteDJ1itt_1:11.tly tlowin:g;·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 noints = 0 D D 3.2 Depth of storage during wet periods Estimate the height ofponding above the bottom of the out/er /Mar!~din~w~t~:.:nore_~~()':0e surface points= 7 -'-~and 1s a "he wetland" / points= 5 s Mar s of ponding-between 2 l'i to < 3 ft from surface points= 5 Marks are at least 0.5 ft to< 2 ft from surface points= 3 Wetland is flat but has small depressions on the surface that trap water points= l Marks of nonding less than O. 5 ft noints = O D D 3.3 Contribution of wetland to storage in the watershed Esrimate the ratio of the area o(upstream basin contributing surface water to the we/land to the area of the wetland itself The area of the basin is less than l O times the area of wetland points= 5 3 The area of the basin is 10 to JOO times the area of the wetland points= 3 The area of the basin is more than I Oil times the area of the wetland points= 0 Wetland is in the FLATS class (basin= the wetland, bv definition) noints = 5 D Total for D3 Add the points in the boxes above I[> D D 4. Does the wetland have the 01111.ortunity to reduce flooding and erosion? (seep . .J9) Answer YES if the wetland is in a lo~ation in the watershed where the flood storage, or reduction in water ,·elocity. it provides helps protect downstream property and aquatic resources from flooding or excessive and/or erosive flows. Answer NO if the water colling mto 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 1s from groundwater. Note which of the following indicators of opportunity apply. -Wetland is in a headwater of a rirnr or stream that has flooding problems / _J.L. Wetland drains to a ri, er 0r str,.:am that has flooding problems multiplier -Wetland has no outlet and impounds surface runoff water that might otherwise flow into a ri, er or stream that has flooding problems 2 -Other YES multinlier is 2 ,,o multinlier is 1 D TOTAL -Hydrologic Functions Multiply the score from D 3 by D 4 ;___ () Add score to table on p. 1 Wetland Rating Fonn -wcstt.Til Washington C, August 2004 These questions apply to wetlands of all HGM classes. HABIT AT FUNCTIONS -Indicators that wetland functions to provide important habitat H t. Does the wetland have the potential to provide habitat for many species? H I. I Vegetation structure (seep. 71) Check the types of vegetation classes present (as defined by Cawardin) if the cla~s covers more than 1 {.f'/o of the area o/lhe »eikmd or 1 ; acre. __ Aquatic bed ____x_ Emergent plants --l....Scrub/shrub (areas where shrubs have >30% cover) ____x_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 types that qualify !fyou have: 4 types or more G~ 2 types I type points= 4 points= 2 points= l points= 0 H l.2. Hydroperiods (seep. 73) j Check the types of water regimes (hyJropenods) present within the wetland. The water regime has tu cvver mure them lU'.ri~ uJ !he wetland or ';4 acre tu count. (see text for descriptions ofhydroperiods) ___ Permanently flooded or inundated ___xseasonally flooded or inundated Occasionally flooded or inundated _k:_-s'aturated o~ly 4 or mor~ types present r 3_,types present 2 types present __ Permam,nlly ilowing stream or n, er in. or adjacent lo, the wetland _ _)(_ Seasonally flowing stream in, or adjacent to, the wetland _____ Lake-fringe wetland = 2 points __ Freshwater tidal wetland= 2 points H I .3. Richness of Plant Species (seep. 75) points= 3 points= 2 point= I Count the number of plant species in the" etland that cover at least 10 ft 2 . (different patches ,,[the same species can be c·umbmed lo meet the size 1hreshold) You do not have lo name the species. Do not include Eurasian Mi/foil. reed canarygrass. purple loo.1estrife. Canadian !hist le List species below if you want to: , -· -~ ~ 1~ .. :, Wetland Rating 1:onn -Vicstem Washington 1.1 ~> I 1) species c·s---._--19),pecies .____ ___ -- < 5 species points'" 2 points= I points= 0 August 2004 Points 2 / H 1.4. Interspersion of habitats (seep. 76) Decide from the diagrams belo" "hether interspersion between types of vegetation (described in H 1.1), or vegetation types and unvegetated areas (can include open water or mudflats) is high, medium. low, or none. 0 0 • None= 0 points Low= I point Moderate = 2 points [riparian braided channels] High ~ 3 points NOTE: If you have four or more vegetation types or three vegetation types and o en water the ratin is alwavs .. hi " H 1.5. Special Habitat Features: (seep. 77) Check the habitat features that are present m the wetland The number of checks is the number of points you put into the next column. -2<'.... Large. downed. woody debris v.ithin 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 (lm) over a strearn 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 Y. acre of thin-stemmed persistent vegetation or woody branches are present in areas that are permanently or seasonally inundated (structures for egg-laying by amphibiam) ._L Invasive plants cover less than 25% of the wetland area in each stratum of plants Comments Wetland Rating Form -v,:cstcm Washington H l. TOTAL Score -potential for providing habitat Add the scores in the column above 1-1 August 2(XJ4 /0 H 2. Does the wetland have the oppo,tunity to provide habitat for many species? H 2. 1 Buffers (seep. 80) Choose the description that best represents condi1ion of buffer of wetland. The highest scoring criterion that applies to the wer!and" /0 he used in the rating See rext for definition of "undisturbed. " -100 m (330ft) of relatively undistllfbed vegetated areas, rocky areas, or open water >95% of circumference. No de, eloped areas within undisturbed part of bulTer. ( 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 r-. >95% circumference. Points= 4 ,-1 -'JOO m (330ft) of relatively undistllfbed vegetated areas, rock-y areas, or open water ; ~ .... 25% circumference, . Points = 3 '.-ifso m ( 170ft) of relali vely undisturbed , cgctated areas, rocky areas, or open water / for> 50% circumference. Points= 3 If buffer does not meet any of the criteria above -No paved areas (.except paved trails) or buildings within 25 m (80ft) of wetland> 95% circumference. Light to moderate grazing, or lawns are OK. Points = 2 -No paved areas or buildings within 50m of wetland for >50% circumference. 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, 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 (see JJ. 81) H 2.2. 1 Is the wetland part of a relativelv undisturbed and unbroken vegetated corridor (either riparian or upland) that is at least 150 ft wide, has at least 30% cover of shrubs, forest or native undisturbed prairie, that connects to estuaries, other wetlands or undisturbed uplands that are at least 250 acres in size? (dams in riparian corridors, heavi{v used gravel roads, paved roads. are considered breaks in the corridor). ,.-, YES= 4 points (go to ff 2.3) (NQfa go to H 2.2.2 H 2.2.2 Is the wetland part of a relatively undisturlied 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 estuari~s. 0ther v~etlands or undisturbed uplands that are at least 25 acres in size? OR a Lake-fringe wetland, if it does not have an undisturbed corridor as in the question abo, e·1 /---........ YES= 2 points (go to JI.! 3) !'J.Qr H 2.2.3 H 2.2.3 Is the wetland: within 5 mi (8km) of a brackish or salt water estuarv OR within 3 mi of a large field or pasture (>40 acres) OR within l mi of a lake greater than 20 acres'l YES= 1 point W ctland Rating F orrn -western Washington 15 NO )o points August 2004 ,c-.. u I H 2.3 Near or adjacent to other priority habitats listed by WDFW (seep. 82) Which of the following priority habitats are within 330ft (100m) of the wetland? (.~ee 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 terrestnal ~cosy stems which mutually influence each other. __ Aspen Stands: Pure or mixed 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. __i_Mature forests: Stands with average diameters exceeding 53 cm (21 in) dbh; crown cover may be less that 100%; 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 basalt, andesite, and/or sedimentary rock, including riprap slides and mine tailings. May be associated with cliITs. __ 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 breeding and/or regular feeding; and/or the open space functions as a corridor connecting other priority habitats, especially those that would otherwise be isolated; andior rhe open space is an isolated remnant of natural habitat larger than 4 ha ( 10 acres) and is surrounded by urban development. __ Estuary/Estuary-like: Deepwater 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.Sppt. 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 back.shore and adjacent components of the terrestrial landscape (e.g., cliffs, snags. mature trees, dunes, meadows) that are important to shoreline associated fish and \\ildlife 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 prioritv habitat= I point No habitats = 0 points Wetland Rating Form -western Washington 16 August 2004 I H 2.4 Wetland Landscape (choose !he one descnptwn of the landscape around the wetland !hat best jits)(see p. 84) There are at least 3 other wetlands within \I, mile, and the connections between them are relatively undisturbed (light grazmg bet\\ een wetlands OK, as is lake shore with some boating, but connections should l\OT be bisected by paved roads, fill, fields, or other development. points= 5 The wetland is Lake-fringe on a lake with Ii ttle disturbance and there are 3 other lake- ~ge wetlands within Y, mile points = 5 e are at least 3 other wetlands within \I, mile, BUT the connections between them / are disturbed points= 3 The wetland is Lake-fringe on a lake with disturbance and there are 3 other lake-..J fringe wetland within Yi mile points= 3 There is at least I wetland within Y, mi le points= 2 There are no wetlands within 'I, mile. points= 0 H Z TOT AL Score -opportunity for providing habitat 17 Add !he scores in the column above .J./0 Total Score for Habitat Functions -add the points for H I, H 2 and record the result on )J D. 1 Wctlund Rating Fonn -western Washington 17 August 2()()4 CATEGORIZATION BASED ON SPECIAL CHARACTERISTICS Please determine if the wetland meets the attributes described below and circle the appropriate answers and Category. Wetland Type Category Check cif.f any criteria that apply to the '>'.·ct! and Circl? th? appropriatr Category when the annronriate criteria are met. SC 1.0 Estuarine wetlands (seep. 86) Does the wetland meet the following criteria for Estuarine wetlands? -The dominant water regime is tidal. -Vegetated, and -With a salinity greater than 0.5 ppt YES = Go to SC I. I NO SC 1.1 Is the wetland within a National Wildlife Refuge, National Park, National Estuary Reserve, Na!ural Area Preserve, State Park or Educational, Cat. I Environmental, or Scientific Reserve designated under WAC 332-30-151? YES = Cate,mrv I NO go to SC 1.2 SC 1.2 Is the wetland at least l acre in size and meets at least two of the following three conditions? YES= Category I NO= Category II Cat. I -The wetland is relati,ely undisturb;:d (has no diking, ditching, filling, Cat.II cultivation, grazing, and has less than l 0% cover of non-native plant species. If the non-native Spartina spp. are the only species that cover more than 10% of the wetland, then the wetland should be given a dual Dual rating (1/11). The area of Spartina would be rated a Category II while the rating relatively undisturbed upper marsh with native species would be a I/II Category I. Oo not, however, exciude the area oiSpartina in determining the size threshold of l acre. -At least% of the landward edge of the wetland has a I 00 ft buffer of shrub, forest, or un-grazed or un-mowed grassland. -The wetland has at least 2 of the following features: tidal channels, depressions with open v.ater, or contiguous freshv.aler v.etlands. -- Wetland Rating Form -western Washington 18 August 2004 SC 2.0 Natural Heritage Wetlands (seep. 87) Natural Heritage wetlands have been identified by the Washington Natural Heritage Program/DNR as either high quality Wldisturbed wetlands or wetlands that support state Threatened, Endangered, or Sensitive plant species. SC 2.1 Is the wetland being rated in a Section/fownship/Range that contains a Natural Heritage wetland? (this question is used to screen out most sites before you need to conract W,VHP ONR) S/f/R infonnation from Appendix D _ or accc:;sed from WNHP/DNR web site _ YES __ -contact WNHP/DNR (see p 79) and go to SC 3. 2 NO SC 2.2 Has DNR identified the wetland as a high quality W1disturbed wetland or as or as a site with state threatened or endangered plant species? YES = Category I NO __ 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 bel<M to iJenr1fj-if the wetland 1s a bog I/you answer yes you will still need to rate the wetland based on its fanctions. 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·7 (See Appendix B for a field key to identify organic soils)? Yes -go to Q. 3 No -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 are floating on a lake or pond? Yes -go to Q. 3 No -Is not a bog for purpose of rating 3. Does the wetland have more than 7u% 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 , egetation (more than 30% of the total shrub and herbaceous cover consists of species in Table 3)? Yes -Is a bog for purpose of rating No -go to Q. 4 NOTE: lfyou are uncertain iibout the extent of 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 J are present, the wetland is a bog. 3. Is the wetland forested(> 30% co, er) "ith sitka spruce, subalpine fir, western red cedar, western hcmlod .. lc,Jgepole pine, quaking aspen, Englemann's spruce, or western \\hitc pine. WIIB any of the species (or combination of species) on the bog species plant list in Table 3 as a significant component of the ground co,er (.0 30% cuverage ufthe tutu/ shrufrherbaceous cover).? -t. YES -Category I No_ Is not a bog for purpose of rating Wdlan<l ~ting Fonn -western Washington 19 August 2004 Cat. I Cat. I ~-------------~-~···-·-·-~-------------~---~ SC 4.0 Forested Wetlands (seep. 90) Does the wetland have at least I acre of forest that meet one of these criteria for the Department of Fish and Wildlife's forests as pnority habitats? !(you anrn,er yes you will still need to rate the wetland based on 1tsfimctions. -Old-growth forests: (west of Cascade crest) Stands of at least two tree species, forming a multi-layered 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 forests do 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. YES~ Category I NO SC 5.0 Wetlands in Coastal Lagoons (.~ee p. 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 =Goto 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 ofinvasi\e species on p. 74). -At least V. of the landward edge of the wetland has a JOO ft buffer of shrub, forest, or un-grazed or un-mowed grassland. -The wetland is larger than l 110 acre ( 4350 square feet) YES = Category l '-<0 = Category II Wetland Rating Fonn -\VCst1..m Washington 20 August 2(XJ4 Cat. I Cat. I Cat. II SC 6.0 lnterdunal Wetlands (seep. 93) ls the wetland west of the 1889 line (also called the Western Boundaiy of Upland Ov..nership or WBUO)? YES -go to SC 6.1 NO not an interdunal wetland for rating If you wuwer yes you will still need to rate the wetland based on its functions. In practical terms that means the follO\,ing geographic areas: • Long Beach Peninsula-lands west of SR l03 • Grayland-Westport-lands west of SR 105 • Ocean Shores-Copalis-lands west of SR I LS 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 11 NO -go to SC 6.2 SC 6.2 Is the wetland between 0.1 and I acre, or is it in a mosaic of wetlands that is between 0. 1 and l acre? YES = Category III Category ohvedand based on Special Characteristics Choose the "highest" rating if wetland falls into several calegortes, and record on p.l. Ifvou answered NO for all tvoes enter "Not Annlicable" on o.I Wetland Rating Fonn ~ western Washington 21 August 2004 Cat. II Cat. III •• Ms. Charlotte VanLanningham Davis and Kurth 1201 Monster Road Suite 320 Renton, Washington 98057 Subject: Wetland Evaluation Ophus Property King County Parcel #6196600440 King County, Washington Dear Ms. VanLanningham: AlderNW March 26, 2007 Project No. 111506 As requested we have conducted a wetland evaluation study for the property identified as Tax Parcel #61%600440. The property is located at 17644 I 18th Avenue SE, in unincorporated King County, as illustrated on the Vicinity Map (Figure 1 ). The purpose of our work was to identify the limits of any wetland areas on or inunediately adjacent to the property. In conducting our site evaluation, we followed the general procedures for the routine on-site methodology as outlined in the March 1997 Washington State Wetlands Identification and Delineation Manual, prepared by the Washington State Department of Ecology. lbis procedure involves analysis of vegetation patterns, soil conditions, and near-surface hydrology in making a detennination of wetland conditions. This methodology is similar to the procedures outlined in the Corps of Engineers Wetland Delineation Manual Technical Report Y-87-1 (1987). Our scope of work included a site visit on November 22, 2006, when we completed our site evaluation and placed sequentially numbered flags marking the limits of the site wetland. During our site visit on November 22, 2006, we met with Mr. Nick Gillen of King County Department of Development and Environmental Services. The purpose of that meeting was to review the wetland delineation and wetland the wetland classification which had been completed for a previous study. The report presented here incorporates comments from Mr. Gillen including changes in the interpretation of the wetland classification, and revisions to the wetland delineation. The revised wetland flagging has been surveyed and plotted on project maps by Ken Anderson & Associates. PROCEDURES For the purpose of this study, we used the wetland definition adopted by the Environmental Protection Agency (EPA) and the Army Corps of Engineers (COE) for administering Section 404 of the Clean Water Act. According to this definition, wetlands are: 518 North 59"' Street, Seattle, Washington 98103• Phone (206)783-1036 email aldernw@comcast.net Ms. Charlotte VanLanningham March 26, 2007 Those areas that are inundated or saturated by surface water or groundwater at a frequency and duration sufficient to support, and that under normal circumstances do support, a prevalence of vegetation typically adapted for life in saturated soil conditions. Wetlands generally include swamps, marshes, bogs, and similar areas. (33 CFR 323) In accordance with this definition, a given area is designated as jurisdictional wetland if the hydrology results in inundated or saturated soils dnring the growing season, hydric soils are present, and the dominant vegetation is hydrophytic. Delineation procedures are based on diagnostic enviromnental indicators of wetland vegetation, wetland soils, and wetland hydrology. By definition, an area is designated as wetland when there are positive indicators for all three parameters. A listing of plant species has been developed for use in the methodology for delineating wetland areas. This listing assigns plant species to one of five indicator status categories ranging from Obligate wetland species, which almost always occur in wetlands, to Upland species, which rarely occur in wetlands. Under normal conditions, hydrophytic vegetation is determined to be present if more than 50 percent of the dominant species are in the Obligate (OBL), Facultative Wetland (FACW), or Facultative (FAC) indicator categories. Diagnostic indicators of hydric soils are related to soil saturation, which leads to anaerobic conditions in the soil. Under these conditions, decomposition of organic material is inhibited and soil minerals are reduced, creating characteristic soil colors that can be quantified by comparison with Munsell Soil Color Charts. A chroma of one or less in unmottled soils or a chroma of two or less in mottled soils generally indicates a hydric soil. In addition, soils that are saturated during the growing season satisfy a criterion for hydric soils. We used a hand auger to collect soil samples from a depth of 8 to 16 inches. Wetland hydrology is defined as inundated or saturated soil conditions for at least 14 consecutive days dnring the growing season. If no water is present at the time of evaluation, other indicators may include topographic low points or channels, flood debris, complete absence of vegetation, or presence of bydric soils. Standardized data forms are available to record observations on each parameter. For this project, we completed data forms for the Routine On-Site Determination Method at 2 locations on the site. Copies of these data forms are included with this report. SITE CONDITIONS The subject property is a rectangular shaped parcel of approximately two acres, located at 17644 1181h Avenue SE in unincorporated King County. It is currently occupied by an existing home and other outbuildings on the west end of the property with driveway access to 118th Avenue SE. Adjacent properties are similarly developed as residences on large lots, although there is new residential development in progress in the neighborhood. The property immediately to the east includes an electric transmission line easement. It is in use as a construction company equipment and materials storage yard. Topographically, the property slopes down from about elev. 450 at I 18th Avenue SE along the west property line to a broad swale crossing the eastern third of the property at about elev.406 and then rising to the northeast comer at about elev. 416. Soils on the property and over surrounding areas are mapped as Alderwood gravelly sandy loam (Soil Survey of King County, Washington, U.S. Soil Conservation Service, 1973). Alderwood soils are described as a moderately well drained soil formed under conifers in glacial deposits. It has a relatively impermeable consolidated substratum at depths of 24 to 40 inches below the surfuce. This soil type is not included on the National Technical Committee on Hydric Soils listing of hydric soils, although wetland conditions are often Project No. 111506 Page No. 2 Ms. Charlotte VanLanningham March 26, 2007 found in shallow depressions within Alderwood soil units. Our observations of soil conditions across the property outside of the broad swale crossing the property area are generally consistent with the Alderwood soil type. Vegetation on the western third of the property includes lawn and landscaping around the existing house and outbuildings. The eastern section of the property is occupied by mixed conifer forest. Douglas fir (Pseudotsuga menziesii), western hemlock (Tsuga heterophylla), western red cedar (Thuja plicata) are the predominant tree species present, along with scattered red alder (A/nus rubra), black cottonwood (Populus balsamifera), and some big leaf maple. The shrub understory includes salmonberry (Rubus spectabilis), vine maple (Acer circinatum), and Indian plum (Oemleria cerasiformis), among others. Wetland Area We have identified the limits of a wetland area within the broad swale crossing the property as illustrated on the Site Map (figure 2). This wetland originates off the property to the north in the head of the broad swale as near surface seepage and extends across and extends off the property to the southeast. It has an area of approximately 4,200sq.ft. on the property. Vegetation within the wetland includes black cottonwood, red alder and western red cedar trees around the margin. Salmonherry is the predominant shrub species within the wetland on the property along with some Himalayan blackberry. Off the property to the south and east the wetland becomes broader and more open. In the more open off-site wetland, there is a more dense shrub cover including hardback spirea (Spiraea douglasii), and red osier dogwood (Cornus stolonifera). Slough sedge is a common herbaceous species. Off-site to the north, the property including the head of the wetland has been subject to periodic mowing. Vegetation on this area includes creeping buttercup (Ranunculus repens), with some soft rush (Juncus ejfusus) and mowed grasses. At the time of our observations in November, 2006, there was standing water to a depth of 12" or more within main body of the wetland, and extending to the southeast. A shallow ditch line originating near the north property line drains the upper end of the swale. This ditch excavation extends for about 90ft onto the property, ending where the swale and the wetland become wider. At the time of our observations in November, 2006, there was slight surfuce water movement within the base of the broad swale. Hydrologically, the wetland appears to be supported primarily by near surface groundwater seepage into the wetland from the adjacent side slopes and by swface drainage from the had of the swale. Drainage through the wetland continues off-site and through the wetland to the southeast where there is a culvert mmring through existing fill placed for the construction storage yard. The culvert and the fill extends for a distance of approximately I 00ft where the culvert discharges into a wetland area which extends further to the east and south. The culvert and existing fill separates the wetland area on the west side of the fill and including the site wetland from the area to the east. King County Critical Area Ordinance (CAO) regulates development activity within and adjacent to critical areas including wetlands and streams. This ordinance assigns wetland categories based on the Washington State Wetland Rating System for Western Washington, Washington State Department of Ecology publication number 04-06-025. Under this system wetlands arc classified into four separate categories, with Category I being assigned to wetlands of greatest rarity, and with the highest functions they provide, and Category IV wetlands have the lowest functions. It is our interpretation of the rating system, that the wetland satisfies the criteria for designation as a Category 2 wetland. This is based on a score of 57 on the wetland rating form. A copy of the rating form is included with Project No. ll 1506 Page No. 3 Ms. Charlotte VanLanningham March 26, 2007 this report. Assigned buffers for wetlands differ depending on characteristics of the wetland and the surrounding buffer. Using the defined criteria for assigning buffer widths, it is our interpretation, that the assigned buffer would be I 00 feet measured from the edge of the wetland. This buffer is assigned for Category 2 wetlands where the score for Habitat Function portion of the rating form is less than 20. Stream King County Inventory maps identify a stream corridor crossing the property and draining toward the southeast where it drains to a large wetland through which Shoos Creek flows. The segment of the drainage crossing the subject property is a seasonal drainage course moving through the wetland area. It is separated from lower reaches by the existing culvert and fill of I 00ft length or more. The culvert discharges into a relatively flat section of wetland grown up in grasses and creeping buttercup. There is no defined channel through this section of wetland. It is our interpretation that these conditions, the length of the culvert and the lack of channel generate a blockage for the potential movement of fish upstream to reach the wetland on the west side of the culvert. The drainage course where it crosses the subject property and extending toward the existing culvert is seasonal. During our two site visits there were no fish observed within the areas of surfuce water. It is our interpretation that the drainage within the wetland satisfies the criteria for designation as a King County Type N Water. The standard buffer for Type N waters is 65 feet. This buffer is included within the larger wetland buffer. Proposed Development It is proposed to develop the property for construction of 6 residential building lots as shown on site development plans prepared by Offi:, Engineers and as illustrated on the Site Development Plan (Figure 3). Access to the building lots from 1181h Avenue SE will be provided by a roadway along the south property line. Stormwater treatment will be provided by construction of a vault within Tract B. The wetland and upland buffer will be set aside from development within Tract C. This tract includes the wetland and a 100ft buffer on either side of the wetland. There is an additional approximately 2,800sq.ft of area included on the northeast corner of the tract which is outside the I 00ft. buffer. Sanitary sewer service for the project will be provided by eonstruction of a pipe line along the south property line to connect with a manhole off the property to the east. Construction of the pipeline along the alignment shown will temporarily impact a strip approximately 15ft in width along the south property line. This will affect approximately 692sq.ft of the site wetland, and approximately 3,347sq.ft of the wetland buffer (l,905sq.ft on the west side and l,442sq.ft on the east side. Construction of new utility corridors crossing wetlands or aquatic areas and their buffers is an allowed activity under King County Code 21A.24.045C, where certain conditions as outlined in KCC21A24032 and 034 are satisfied. In general the code requires two general sets of conditions shall be met. The first of these is that it shall be demonstrated that there is no feasible alternative location for the utility eorridor which would result in less adverse impact to the sensitive area and its buffer. The second set of conditions gcneraIIy refer to specifics of construction techniques and timing, and specifics of the location of the corridor, to assure that impacts are minimized to the extent possible. Additionally the sensitive area and its buffer areas affected by the construction Project No. 111506 Page No. 4 Ms. Charlotte VanLanningham March 26, 2007 is to be restored following construction and there shall be mitigation for the wetland area which is temporarily affected by the construction. Alternatives analysis Sanitary sewer service for this property is available at an existing manhole east of the project. Access to this manhole requires construction of a pipe line extending cast from the proposed building lots and further to the east to connect with the existing manhole. The location of this manhole has not been precisely surveyed at this time. We did not have access to adjacent properties to conduct an evaluation to identify conditions along the proposed pipeline extension beyond the property boundary to the east and closer to the location of the existing manhole. The project owner/developer has made attempts to develop an alternative pipeline alignment through adjacent properties but has been unable to obtain required easements to cross properties where there would be less adverse sensitive area impact. Temporal Constructwn Impacts Construction techniques for installation of the sanitary sewer pipe line will be established to minimiz.e long term and temporal impacts. These will include among others: I. Limiting construction activity to summer months when soils within the wetland are the driest. 2. Adjusting the pipe alignment within the easement to avoid large trees to the extent possible. 3. Application of Best Management Practices during and immediately following construction work. 4. Surface top soils will be reserved during construction to the extent possible and replaced as the top fill layer during backfilling. 5. Grades over the backfilled trench shall be adjusted to match preexisting conditions. 6. Surface soils shall be stabiliz.ed and restoration plantings of native trees and shrubs within the affected wetland and buffer completed as soon as possible. Wetland Mitigation As a condition for allowing the new utility line construction across the wetland, mitigation for the wetland area affected is required. Under provisions of the code, mitigation can be provided through wetland creation, enhancement of existing wetland, or rehabilitation of degraded wetland. Mitigation ratios depend on the wetland class and on the type of mitigation being provided. We have identified an area of approximately 700sq.ft of the wetland at the north property line where it would be feasible to provide mitigation through rehabilitation of the existing wetland. Where mitigation for temporal impact to Class 2 wetland will be provided through rehabilitation the required mitigation ratio is I : I . The wetland at this location has been subject to grading in the past which has created a broad ditch through the upper end of the wetland. Vegetation adjacent to this area and within the wetland is dominated by Himalayan blackberry and creeping butter cup. Rehabilitation of this area of wetland will include: I. Minor regrading to allow the placement of organic soils over the affected wetland. Area of grading will be adjusted to avoid impact to existing trees. 2. Control of the growth of Himalayan blackberry within and immediately adjacent to the wetland area. Project No. 111506 Page No. 5 Ms. Charlotte VanLanningham March 26, 2007 3. It may be feasible to adjust the grading to expand the wetland along the east side. Where new wetland is created the mitigation area can be redueed in accordance with the mitigation ratio of .75 : I (wetland created to wetland affected. 4. The designated mitigation area will be replanted with native shrubs. Shrub species to be planted can include red osier dogwood (Cornus stolonifera), willows (Salix spp.), pea-fruited rose (Rosa pisocarpa) among other possible native species. Trees including western red eedar (Thuja plicata), or Sitka spruce (Plcea sitchensis) will be planted at the margiu of the mitigation area. Sensitive Area Restoration The buffer and wetland affected by construction of the sanitary sewer pipeline will be restored following construction. Restoration will include; grading to match preexisting grades, replacement of topsoil to cover the back-filled trench, and replanting with native trees and shrubs. Species to be included in a restoration planting plan can include Douglas fir (Pseudotsuga menziesii), western red cedar and big leaf maple (Acer macrophyllum), salmonberry, snowberry (Symphoricarpos alba), pea-fruited rose, serviceberry (Amelanchier alnifolia), willows, red osier dogwood among other possible native shrub and tree species. Mitigation Design Plan A mitigation plan covering the restoration and mitigation elements discussed will be prepared after preliminary plat approval and as final engineering plans are being developed. This will include: grading plan for the wetland rehabilitation area: construction details for work to be completed within the wetland and buffer, a plant schedule identifying species and sizes of plants to be installed, a planting plan indicating plant locations, and other details regarding work to be completed within the sensitive Area Tract. It will also include provisions for maintenance and monitoring over a three year period following completion of the project. The project will be required to be bonded to assure that the work is installed and meets project goals at the end of the three year monitoring period. We trust the information presented is sufficient for your current needs. If you have any questions or require additional information, please call. Sincerely yours, A~DERNW dJg£e~- Encl.: Vicinity Map - Site Map Site Development Plan Wetland Ratiug Form Figure I Figure 2 -Figure 3 Project No. 111506 Page No. 6 !II ,! ~ i S: 179TM ST + -;Cl 1005 Km,g C0unty -------------- ALDERNW \ \. \ \ SIL 11SJM ST ~, '-1 II ! f SE 113C> S1 Sll111'NA. SE 181ST I I ! •J r:::::::::::::::::::::::::::::==::..'.7~62::!":..... 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TF-. , \ A ~ Y'1''11/; ~ 1 111::;. ,.,--,. ,: ,,,,111_ ~ 11111! ,SEG SE Wetland Area ~- APPROXIMATE SCALE 50 0 50 100 feet ...... -------------A derNW SITE DEVELOPMENT PLAN Ophus Property King County, Washington Proj. No. 111506 I Date Mar., 2007 I Figure 3 t J( ~ OPHUS SHORT PLAT L06S0043 ~-( ) Item #2: Walkway to Local School: The Elementary students from this project will attend "Benson Hill Elementary School" located at SE 190th Street and 116th Avenue SE. The students will walk along sidewalk from the project to the north (along llB'h Ave.) to SE Petrovitsky Road. There are sidewalks along the south side of Petrovitsky Road from llB'h to 116'h. There the students would walk along the shoulder of 116'h (south) to 190'h. The shoulder in this area is 2-3' wide in spots. Benson Hill is more than a mile form the site. Middle School Students from this project will attend Nelson Middle School located SE 168th and 112 Avenue SE. Students would be bussed. There is a bus stop located at 120'h and SE Petrovitsky Road. There is sidewalk from the project along llS'h Avenue to Petrovitsky Road. There are sidewalks on Petrovitsky Road from llB'h to 120th. The Senior High Students would attend Lindbergh High School located at 128'h Avenue SE and SE 166'h Street. The students would be able to walk along sidewalk from the project to the intersection of SE Petrovitsky Road and 128th Avenue SE. There is a signal and crosswalk at this intersection. Along 128th Avenue from Petrovitsky Road To 166th Street there are widened should (asphalt) and sidewalks for the students to walk. Item #3: Right-of-way and curb return: The revised layout provides for the comments requested by the County. Please see the attached revised layout. Item #4: Coordination w / project to the west: The access road into the Ophus Short Plat is approximately 30 north of the mid-point of the project to the north for the Verman Short Plat. Based upon the road classification of llB'h; 150 feet of spacing is required between intersections. Our revised layout exceeds this requirement and therefore no alignment is necessary with this project. Item #5: Road Configuration: The access road into Ophus has been revised to accommodate the future development of the parcel to the south. The area to the East is not accessible from Ophus due to a stream and wetland. Item #6: Right-of-way width: The right-of-way has been revised to meet this requirement, see attached revised layout. Item #7: Road layout exceeds 150 feet: The revised layout has corrected this, the proposed road does not exceed 150 feet, see attached :c] 1~ re fE: //Wf. layout. Item #8: Variance: No variances are being requested. .'· , .. ,, " ,1 °00" I I i Item #9: Drainage: A revised conceptual drainage plan has been attached to this document. This plan shows the preliminary layout for the detention and water qL.ality vault proposed for the project utilizing the methodology as outlined in the 2005 King County Su,-;ace Water Design Manual (KCSWDM). a. The project site does not drain to tne spl'.oGnJm bog area. The bog is located northeast of the proposed site, closer to the intersecticn cf Petrovitsky Road and llS'h Avenue SE, upstream along the creek from the Ophus Project Si:e. The si:e currently drains in a southeast direction from the wetland area, where it heads southeaste:·iy Lntil it flows in to Big Soos Creek. Two figures have been attached, Figure 1 shows the exis:in; s::e survey, and Figure 2 shows the offsite drainage path from the project. b. The project will utilize a combined detertior and water quality vault, as well as perforated pipe connections from the roof downspoL,s ir. order to meet the criteria as outlined in section 5.2.2 of the 2005 KCSWDM. This is shown 011 rne mr.ceptual drainage plan as well. mDavis&Kurth April 3, 2007 KAREN SCHARER, PPM II King County DDES Land Use Services Division 900 Oakesdale Avenue SW Renton, WA 98055-1219 Dear Ms. Scharer: RE: L06S0043 Ophus Short Plat The purpose of this letter is to respond to your letter of January 4, 2007 regarding request for additional information. The responses arc enclosed with response from the wetland biologist pertaining to Item #1, our civil engineer responding to Items #2-#9 including a preliminary drainage plan in 10 copies, and 10 copies of a revised site plan. The wetlands biologist, Garet Monger's revised wetland report includes an explanation, and mitigation to construct a sewer easement along the south side of the site through the wetland buffer and wetland. This decision has been made after several attempts over the last year to get the preferred routing across the properties to the north, and a private access road jointly owned by 4 property owners using the access. We were unable to get the property owners to unanimously grant an casement to us. Please continue your review of our preliminary plat submittal at this time. If you should have any questions, please contact me at 206-853-6004 cell, or 425-228-1969 direct office numbers. Charlotte VanLanmgh Project Manager Ophus Property LLC Char I ottevrJ:da vi s-k urth. com 1201 Monster Rd. SW #320 •Renton.WA 98057 Office: (425) 228-5959 • Fax: (425) 226-9227 r::-- / [)) //~?' 1,.~.,. I : r··,: , ' J t:---t· , ,,_,,,I\·'/! . / . i I? (;::::,. .. S;/()1 ! J ··/ .·. ,", . -I -·. /U/)/ •... I ·\.; .{_,. _ _. www.davis-kurth.com @ King County Department of Development and Environmental Services 900 Oakesdale Avenue Southwest Renton, WA 98055-1219 January 4, 2007 Charlotte Vanlaningham :i 'Na!JF'le, l"rnpe, ty, blG. <Jtfi u,;, , :- 1201 Monster Rd. SW #320 Renton, WA 98055 RE: Request for Add;tional Information Application No. L06S0043 -Ophus Short Plat Date of Complete Application: 10/26/2006 Dear Ms. Vanlaningham: •: !,:..:...' The purpose of this letter is to notify you that pursuant to the provisions of KCC 20 20. 040A, the Land Use Services Division (LUSD) ,s requesting additional information and/or studies to complete the review of the above-referenced project. The requested information is described on the enclosed "Plat Screening Transmittal". When submitting the information, please provide a cover letter which lists how each requested item has been addressed. Any clarification or explanation of your submittal should also be included in the cover letter. Please submit the information to King County Dept of Development and Environmental Services Land Use Services Division ATTN Karen Scharer, PPM 11, Current Planning Section 900 Oakesdale Avenue Southwest Renton, WA 98055-1219 If your submittal is hand delivered, please submit it to the Land Use Counter on the first floor at the address above. Your application has been placed "on hold' as of the date of this letter until such time as you are advised that the information you submit satisfies our request, or 14 days after the date the information is received by this division If the Division determines that the information is insufficient. we will notify you of any additional information which is needed, Please note that supplemental information required after the vesting of a complete application does not affect the validity of the vesting of the application. The deadline for the submittal of the requested information is April 4, 2007. In the event you feel extenuating circumstances exist which may Justify an extension of this date, you may submit such request ,n writing for consideration by this department. Failure to meet the deadline may be cause for the Department to cancel the application L06S0043 January 4, 2007 Page 2 of 4 We request that you submit all of the information in one package. If you have any questions regarding the requested information or the submittal deadline, please call me at (206) 296- 7114 or e-mail Karen.scharer@metrokc.gov. Enclosure cc: Kim Claussen, PPM Ill, Current Planning Section, LUSD, wiener. Curt Foster, Senior Engineer, Engineering Review Section, LUSD, w/encl. Mark Follmer, Engineer II, Engineering Review Section, LUSD, w/encl L06S0043 January 4, 2007 Page 3 of 4 Screening Transmittal Project Name: Ophus Short Plat Project Number: L06S0043 Please provide the following information Wetlands: 1. The wetland was categorized as a riverine wetland. The wetland should be re- evaluated or categorized as a depressional wetland. The applicant's biologist is aware of this and will re-categorize the wetland. The wetland will need to be resurveyed and a revised site plan will be needed showing the required buffers. Walkways to Local School: 2. Provide an analysis of safe walkway access to local schools and/or bus pick up locations. This property is within the Renton School District: Students residing at this property would walk to Benson Hill Elementary, and Lindbergh High School. The nearest bus stop for students attending Nelson Middle School is located at the intersection of Petrovitsky Rd with 122'd Street. Access/Roadway1993 King County Road Standards (KCRS): 3. The right-of-way line and curb radii are not shown at the intersection with 118th Ave. SE. KCRS Section 2.10 requires a 35' minimum curb radius and a 25' minimum right-of-way line radius. Property line radiuses for right-of-way and curb lines are required. If right-of-way cannot be obtained (from the neighbor to the south), obtain a variance or shift the roadway entrance to the north. A revised site plan, approved variance, or letter of intent is required with the next submittal. 4. The access road location shall be coordinated with properties across the street to the west. Provide a conceptual neighborhood circulation plan. Note: A Pre-application meeting for a proposed short plat for Narinder Verman, 17619 118'" Ave. SE, was held on February 28, 2006. Reference: A06PM027. For coordination purposes, you may contact the Engineer, Larry Krueger, P.E .. at Cramer Northwest, (253) 852 4880. 5. Show a road configuration compatible for future extension of the site access road to the parcels to the south and east. Curve the road right-of-way into the south boundary line at the east end. The curbs and sidewalk shall end at the beginning of a temporary cul-de-sac bulb. A revised site plan is required with the next submittal. As an alternative, the layout may be "flipped" and the access road built along the north side, depending on the neighborhood wculation plan. 6. The right-of-way width for the proposed access road will not accommodate the required road improvements A half street roadway (Section 2.07) requires a L06S0043 January 4, 2007 Page 4 of 4 minimum width of 20', a curb on the north side, a 5' wide sidewalk, and at least 1' additional right-of-way behind the sidewalk and along the south side. for a total of 27.5' (28' if rolled curb is used). Show the right-of-way width to accommodate the proposed half-street improvement per KCRS. A revised site plan is required with the next submittal. 7. The proposed on-site road exceeds 150 feet (measured from the centerline of 118th Ave. SE). A cul-de-sac is required at the east terminus of the on-site road (KCRS Section 2.08). The cul-de-sac may be temporary (KCRS Std. Dwg. No. 1-008) if the access road is configured for future extension to the east or south. A revised site plan is required with the next submittal. 8. If a variance from the KCRS is desired, per Section 1.08 the variance must be approved prior to making a decision on the short subdivision application. Multiple issues may be included in the same application. Enclosed is Customer Information Bulletin No. 34, which explains the road variance process. www.metrokc.gov/ddes/perm info.htm. Any request for a road variance shall be submitted to DDES on the appropriate form and with the minimum fee deposit. Drainage: 2005 King County Surface Water Design Manual (SWDM) 9. A revised conceptual drainage plan shall be included with the next submittal. Submit 3 copies of a conceptual drainage plan. which is prepared, stamped, and signed by a professional engineer licensed in the State of Washington. a. The project is located in a sphagnum bog protection area. Water quality facilities shall be designed according to the Sphagnum Bog protection menu (KCSWDM Section 6.1.4, p. 6-12). Show the sphagnum bog treatment train in the conceptual drainage plan. As an alternative. provide information that fiow from this project does not enter the sphagnum bog and that the Sphagnum Bog water quality protection menu is not applicable. Based upon the final drainage analysis, the size of the proposed drainage tracts may have to increase to accommodate the required detention storage volumes and water quality facilities. Note: The downstream analysis from the Petro Vista Plat at the corner of Petrovitsky Road and 118" Ave. SE (L02P0012) revealed the existence of a sphagnum bog wetland downstream, and this project apparently shares the same downstream corridor. b. Show on the revised conceptual drainage plan the BMPs proposed to be implemented to satisfy the required BMPs for development of the subdivision (KCSWDM 5.2.2). Contact Mark Follmer at (206) 296-7039 if you have questions regarding access or drainage issues. Your submittal should include 10 copies of any revised plans and 4 copies of any special study. l.-1 Site Development Associates, LLC Detention Calculations Ophus Short Plat L06S0043 Lot 1 2 3 4 5 6 Street A Tract A Tract D Tract B Total Developed Area Developed Areas Summary Impervious grass Total drainage areas.xis 3/31/2007 Area (sf) 3,839 4,071 4,173 6,487 6,405 7,050 3,628 ,., '1?1 ,&..,,&..VI 1,250 5,900 45,034 1.03 (sf) 28.277 16.758 45,034 Total of lots Allowable impervious impervious area grass impervious imper.deus grass grass sf acres (acres) 0.65 0.38 (-l, I I) 1.03 i; - 32,025 sf 70% per KC code 21A.12.030 22,418 sf 9,608 sf .\. .. L I I :1 In:-,-, co Iii 1i~ I ;;; m .; "' ~ . "' ·1,~ om ~~ It ,~ I I I I I I .... .... i i 11 I I ' ' ' ' ' ' ' ,... --, ~ PARCEL NO. 619660 0420 I HOUSE I I I i I 11 ~A;:G; -, ['EjL ---_J <lJ. .1 .. 2 [II -.. 9 g_ ', to 4,\.3 ~-FT. o'.~& ACRE 3,839 SQ. FT. i.j~ ,I,. 071 SQ. FT. • 0.088 Ar!E.'ft. . 0.093 ACRE "' ·. __ 'IQ~ NI• "' ; r-~~,18 ,... eJ [II " 8 "' :~;:; I<"' r 'G <: I -~-~--,--/ _E~~J;___ '1 50. t; ' 4 6,405 SQ. FT. 0. 147 ACRE g: 5 . 6,"87 SQ •. h. a., " w:f!f. ~.050 r FT'. ., ·,0.162 AalE \ ~ g, ... 1-) ~ ~ .. ' ~18! -~. ~~ j" EXIS~NG ~OLISE ~ I ~ _";2. ( TO BE REl,IOVl:D) i5 [II "' 8 ~ ,i HOUSE I 00 ' ,,.., -· ~ 5QOO' -+ w---. 1 _ I, '"'' ,~,.. 1.1.u1..,,'1n'1&1 ---.. _ -8 ~ EXIS1JNG SHED ""'" \ / \_ (TO BE RE~OVED) . lRACT D _:-. 5' CHNNUNK fl:NCE I• 1 ,2SO SQ. FT. (TO BE DIDI CA 1ID TO KING COUNTY EXISTING SHED !(TO BE REMOVED) r --, I GARAGE I r -· I I _. L._ _ _Jr , lRACT B VAULT 5,900 SQ. FT. 0.135 ACRE INGRESS/EGRESS UTILITY EASEMENT BARBED V.,RE FE/ - " .... 4 l S 61"<2'.W.3-E MA-___ .. ~ ... -• EDGE iJr . •• AND SENS ,\REAS au S 07"50';-;;~;.' E ~}4~ · wD • '!lc11.-e:-" ,oo S 27~4'10.41' ·21.92'·· -·---- \ PARCEL NO. W IUTIUTY EASEMENT SE 176TH PLACE ~ I 0.029 ACRE UPON RECORDING OF lHIS PLA 1) r----., 3 • I HOUSE I L ____ ...J I HOUSE I L ___ _J lRACT A -JUD &: UTILITY EASEMENT 2,101 SQ. FT. -0.048 ACRE ' PARCEL NO. 619660 0460 ,...,,..., (.) 0.. ~;:' a,O I 660.23'(M) \ 860.3!'{P) \ ,.: in "' "' "" FOUND ~ON IN CASE. LEAD & TACK IN ASPHALT &: CONC., A.T IN1ERS£Cll'.JN OF rnrn, A'vE. SE AND SE 180TH ST., 0 • .3'± oov.tt. ~grED 3/1S/2005. DEDICATED SE 176TH PL'1 = 1250 SF = 0.029 AC ~ ::,; j:::' "' FOUND ~ ~ CASE. STONE MON W/1..EIJJ & TACK, AT INTERSCCllON OF 1161H AVE. 660.31' C P) ---S88'Sf10"E 1320.54' C - ,-E .::,, . . 180TH STREET I. r Area Till Forest: Till Pasture, ' Till Grass1 0.00 acres, 0.00 acresi ! 0.38 acres'. Outwash Forest: 0.00 acres 1 0.00 acresi Outwash Pasturei Outwash Grass' ' 0.00 acres, Wetland, 0.00 acres ' Impervious! 0.65 acres1 • --·· ··-· _______ _j ·-Total --· -- ; ------··--' Scale Factor : 1.00 Hourly Reduced Time Series: Lld_e_v ___ _ Compute Time Series Morlify User Input ---.. - File for computed Time Series [.TSF] 1»1 ~ \ ------------- Flow Frequency Analysis Time series File:dev.tsf Project Location:sea-Tac ---Annual Peak Flow Rates--- Flow Rate Rank Time of Peak (CFS) 0.191 6 2/09/01 2:00 0-156 8 1/05/02 16:00 0.230 3 2/27/03 7:00 0.169 7 8/26/04 2:00 0.204 4 10/28/04 16:00 0.204 5 1/18/06 16:00 0.246 2 10/26/06 0:00 0. 388 1 1/09/08 6:00 computed Peaks dev.pks -----Flow Frequency Analysis------- --Peaks Rank Return Prob (CFS) Period 0.388 1 100.00 0.990 0.246 2 25.00 0.960 0.230 3 10.00 0.900 0.204 4 5.00 0.800 0.204 5 3 .00 0.667 0.191 6 2.00 0. 500 0.169 7 1. 30 0.231 0.156 8 1.10 0.091 0.340 50.00 0.980 Page 1 Till Forest! 1.03 acres I nu Pasture: 0.00 acres: Till Grassi 0.00 acres 1 ' Outwash Forest' 0.00 acres! ! Outwash Pasture': 0.00 acres; i 0.00 acresl Outwash Grass; Wetland, 0.00 acres; Impervious! 0.00 acres: , __ _ ,. Total ··· · · I Scale Factor : 1.00 Hourly Reduced Time Series: !JJredevj 1»1 Compute Time Series Modify User Input ---------- ' File for computed Time Series (.TSF] Flow Frequency Analysis Time series File:predev.tsf Project Location:sea-Tac ---Annual Peak Flow Rates--- Flow Rate Rank Time of Peak (CFS) 0.065 2 2/09/01 18:00 0.018 7 1/06/02 3:00 0.048 4 2/28/03 3:00 0.002 8 3/24/04 21:00 0.029 6 1/05/05 8:00 0.050 3 1/18/06 20:00 0.042 5 11/24/06 4:00 0.083 1 1/09/08 9:00 compu1:ed Peaks predev.pks -----Flow Frequency Analysis------- --Peaks Rank Return Prob (CFS) Period 0.083 1 100.00 0.990 0.065 2 25.00 0.960 0.050 3 10.00 0.900 0.048 4 5.00 0.800 0.042 5 3.00 0.667 0.029 6 2.00 0.500 0.018 7 1.30 0.231 0.002 8 1.10 0.091 0.077 50.00 0.980 Page 1 SOIL SURVEY King County Area Washington UNITED STATES DEPARTMENT OF AGRICULTURE Soi I Conservation Service in cooperation with WASHINGTON AGRICULTURAL EXPERIMENT STATION Issued November I 973 I J f . "I, Permeability is moclerately rapid ::..n the surface laver anC. subsoil and very slow in tr,e substratum. ::Zo~ts penetrate easily to the consol-i.dated substra- tu.n 1,·he1·e the:,,· tend to mat on the surface. Some root:: enter the substratum through cracks. Water 8 0,·e-,, on top of the s·,.t'ostratum in winter. Available \\ater capac:.it/ is 101,. Runoff is slm: to medium, and the !1a:arJ of erosion is moGerate. Thi"-:, soil is useC. for timber, p2.sture, berries, anJ ro1, ..:rops, and for urban development. Capabj li ty tinit J\'e-:; ;,oodlami group 3<ll. .-\lJcn,ood gravelly sandy loar:i, 0 to 6 percent slooc:;; (.-\glfl.--This soil is ·n·car[yTe:,,el and ~ t; ng. 1 t is simi 1 ar to Aldcn1ood gravelly sandy !oarr., 6 to 15 percent slop8s, but in places i.ts surface layer is 2 to 3 i:-iches thicker. Areas are irregular in shape and range frcm 10 acres to slightly more than 600 acres in size. Sonc :ueas are as much as 15 pc:-cent included \orm:t, Bellingham, Tukwila, and Shalco.r soils, all of 1,hich are poorly Urained; a..id some areas in the \" '....: t nit:,· of Enumclaw are as ouch as 10 percent Buckley :=,oils. Runoff is slow, and the erosion haiard is sli:;1.ht. T:,is Alderwood soil is used for ti;-;-.iH::r, pasture, berr.ies, and row crops, and for urb;:in development. Capability unit 1Ve-2; wood1an<l group 3d2. ..\l<le1·1,ood gravelly sandy loa_I?~_o 30 percent slopes (AgD) .--Depth to the s·.1h_c;tratur.1 in this soil varies" ;-i tl-.in short distances, ·Ju: . .s commonly about V.· it:ches. Arens c1rc ,,::u,1;.::.:lt,c!d ant.: range fr01~ -to 3ho~t 250 acres •,1 ~-· \oi1,· 11:cludP.d with thi> s;,1: :,ppi.ng make up JL! ,~,ore than 30 percent: ;~(cl cl.CTC-J.gc. '),y,c :cireas ctce up '.:o 25 pe:· ·:1-:. ...:tt soils that !1avc slope::, of 1S to 30 pe:·~··· · 11tl ~ome areas arc up :o 2 percent l)tdlLnghar.1 1., ,m,; Seattle suds, \..'hich are in depressic;ns. '.'>·.>:I ,rc.1", eoe;pecial:y en Squak :'-1auntc1rn, in Ne,,'c:J.''1],.· ll1~L;, a:id north of Tiger Mountain, are 25 perct.:i:t hc:111·.;i Le and Wall soils. Beausite soils are u:1('.erl3Li hy sandstone, and Ovall soils by andesite. Runoff is medium, and the t'ros1on hazard is severe. The slippage potentia~ Ls 1r.oderate. This Alderwcod soil is used mostly for timber. Some areas on the lower parts of slopes are used for pasture. Capability unit VIe-::2; 1~oodland group 3dl. Alderwood and Kitsap soils, __ ".'_~steep (AkF) .-- This rr.apping unit is about 30 pc-:-cent Alderwood gravelly sandy loam and 25 pcrccr,t Kitsap silt loam. Slopes are 25 to 70 perceLL. Distribution of the soils varies greatly within short distances . About 15 percent of some mapped areas is an included, unnamed, very cleep, 1".0deratcJy coarse textured soil; and about 10 percent of some areas is a very deep, coarse-textured Indianola soil. Drainage oi.nJ. pcnneability '.';1ry. ;~·.moff is rapid to very rapid, and the erosior! h~Lo.rJ is severe to very severe. The slippage i1otcnt1al is severe. These soi le; are used for ti:nber. Capability unit VIIe-1; woodland grou? 2dl. 10 Aren-ts, Alderwood Material Arents, Alden.cod material consists of .\ soils that have been so disturbed throug!1 u izatioP. that they no longer can be classifi the Alderwood series. These soils, ho,,c,·cr many similar features. The upper part of : to a depth of 20 to 40 inches, is browr, to brown gravelly sandy loam. Below this 1s ~1 brown, consolidated and impervious substrat Slopes generally range from O to 15 percc>nt 'f1.ese soi ls are used for urban develop1r.t: ,\rents, Aldcrwood material. O to 6 percE (~nB) .--In nany areas this soll is level, ~ ress.1lt of shaping during construction for l facilities. Areas are rectangular in shapE range from 5 acres to about 400 acres in si Representative profile of Arents, Alden material, 0 to 6 percent slopes, in an urbc l ,3CO feet 1,1est and 350 feet south of the r cor~er of sec. 23, T. 25 N., R. 5 E.: 0 to :!6 inches, dark-brown (lOYR 4/3) gravt sandy loam, pale brown (lOYR 6/3] <l1; 1;1assive; slightly hard, very friable sticky, nonplastic; many roots; rnedit ah:·upt, smooth boundary. 23 to 29 i1 tlnck. 26 tc 60 in(::1es, grayish-brown (2.5Y 5/2) 1 ~c::5c:_<lated to strongly consolidate LL, light ':lro•.,1nish gray (::'.SY 6/.7) co1111:1(rn, :T1eciiwn, pnnninent mottles o"!' br·:h:·1 i"1,JYK S/(1j moist; massive; no 1:iccl1w: Ch'id. \fany fee-:-tr.ick. The urn,vr, ·:ery fri c1b~~ part or the sen to ;J. J~y"'.::· ol ·,:_', t.o ,lQ rnchcs and ranges f g-:-ayisl: ·:,1-cw 1'< to Jark yel':owish !nown. S0J:1e :ir>!as ar~· t.:p to 30 percent inc lurlc that are si1rilar to this soil r.iateri.al, bu shallo""cr or deeper over the compact subst and so-ne areas are 5 to 10 percent very gr Everett soi.:s and sandy Indianola soils. This .,;,:·ents, Alderwood soil is moderate U.rained. Perne.1.bili ty in the upper, distu material is moderately rapid to moderately depending on its compaction during cons tr~ The suDstrat!.1111 is very slowly pcTITieable. penetrate to ctnd tend to mat on the surfac consolidatC'd substratum. Some roots enter substratum through cracks. Water moves on the substratum in 1<1inter. Available wate:: is low. Rur.off ls slow, and the erosjon J· slight. TI1is soi 1 is ;JSed for urban development pability u1:it l\"e-2; woodland group 3d2. Arents, .-\lderwood material 6 to I., JJL': slopes (Am(). --This soil has ~onvcx s [q,,;,. are rectar.gular in shape and range fru·-:-: 1· about 450 acres in size. TU ~ I --+-------, I AgB ;y"+ .. ' ·.· .. ,·.~1 J ·,..;: ~ --,i _. ' ' ~ t', . , : ', j ~ )'-' '..-, • • I . tj " SECTION 3.2 RUNOFF COMPUTATION AND ANALYSIS ME1110DS FIGURE 3.2.2.A RAINFALL REGIONS AND REGIONAL SCALE FACTORS ST 1.1 ST 1.1 ST 1.0 Rainfall Regions and Regional Scale Factors ,.:...__; Incorporated Area ---c:::.i River/Lake Major Road 91 l/98 ST 1.0/ LA 0.8 LA0.9 3-22 LA 0.9 LA 1.0 LA 1.2 M COUttTY --.. ' @ I . :A..,_ -~~ LA 1.0 \ '-- 1998 Surface Water Design Manual Ophus Short Plat 2005 KCSWDM -Detention Calculations Retention/Detention Facility Type of Facility: Facility Length, Facility Width, Facility Area: Effective Storage Depth, Stage 0 Elevation: Storage Volume: Riser Head: Riser Number Orifice# 1 2 of Diameter: orifices: Height (ft) 0.00 4.10 Detention 4 8. 00 48.00 23 04. 10.00 0.00 23040. 10.00 12.00 2 Diameter (in) 0.50 1. 13 Top Notch Weir: None Outflow Rating Curve: None Stage Elevation Storage Vault ft ft sq. ft ft ft cu. ft ft inches Full Head Discharge (CFS) 0.021 0.083 Pipe Diameter (in) 4.0 Discharge Percolation (ft) (ft) {cu. ft) (ac-ft) (cfs) lcfs) 0 . 00 0. 00 o . U.000 0.000 0.00 0 .01 0.01 2:;. 0 .001 0.001 0.00 0 .02 0.02 4G :J. JOl 0.001 o.oo 0 .03 0.03 69. 0.002 0.001 0 .00 0 .04 0.04 92 _ 0. 007. 0.001 0 .00 0 .OS 0.05 llS. 0 :;03 0.001 o. 00 0 .22 0.22 S07. 0.012 0.003 0 .00 0 .39 O. 3 9 899. 0 021 0.004 0 .00 0.56 0.56 12 90. 0 .030 0.005 0.00 0. 72 0. 72 1659. 0 .038 0.006 0.00 0.89 0.89 2051. 0 .047 0.006 0.00 l. 06 1. 06 2442. 0.056 0.007 0.00 1.23 1.23 2834. 0.065 0.008 0.00 1. 40 1.40 3226. 0.074 0.008 0.00 1.57 1. 57 3617. 0.083 0.009 0.00 1. 74 1.74 4009. 0. 092 0.009 0.00 1.91 1.91 4401. 0.101 0.009 0.00 2.08 2.08 4792. 0 .110 0.010 0.00 2.25 2.25 5184. 0. 119 0.010 0.00 2.42 2.42 5576. 0.128 0. 011 0.00 2.59 2.59 5967. 0 .137 0.011 0.00 2.76 2.76 6359. 0.116 0. 011 0.00 2.93 2.93 6751. 0.155 0.012 0.00 3.10 3.10 7142. 0.164 0.012 0.00 3.27 3. 27 7534. 0.173 0.012 0.00 3.44 3.44 7926. 0.182 0. 013 0.00 3.61 3.61 8317. 0.191 0.013 0.00 3.78 3.78 8709. 0.200 0.013 0.00 3.95 3. 95 9101. 0.209 0.013 0.00 4.10 4.10 9446. 0.217 0.014 0.00 4 .11 4 .11 9469. 0. 217 o. 014 0.00 4. 12 4.12 9493. 0.218 0. 015 0.00 Page 1 Ophus Short Plat 2005 KCSWDM -Detention Calculations 4 .14 4 .14 9539. 0. 219 0.016 0.00 4.15 4.15 9562. 0.220 0.018 0.00 4.16 4.16 9585. 0. 220 0.020 0.00 4.17 4.17 9608. 0.221 0.023 0.00 4.18 4.18 9631. 0.221 0.024 0.00 4.19 4.19 9654. 0.222 0.024 0.00 4.36 4.36 10045. 0. 231 0.032 0.00 4.53 4.53 10437. 0.240 0.037 0.00 4.70 4.70 10829. 0. 249 0.041 0.00 4.87 4.87 11220. 0.258 0.045 0.00 5.04 5.04 11612. 0.267 0.049 0.00 5.21 5. 21 12004. 0.276 0.052 0.00 5. 3 8 5.38 12396. 0. 2 85 0.055 0.00 5.55 5.55 12787. 0. 2 94 0.057 0.00 5. 72 5. 72 13179. 0.303 0.060 0.00 5. 89 5.89 13571. 0. ll2 0.062 0.00 6.06 6.06 13962. 0.321 0.065 0.00 6.23 6.23 14354. 0.330 0.067 0.00 6.40 6. 40 14746. 0.339 0.069 0.00 6.57 6.57 15137. 0.348 0.071 0.00 6.74 6.74 15529. 0.356 0.073 0.00 6. 91 6.91 15921. 0. 365 0.075 0.00 7.08 7.08 16312. 0. 3 74 0 . 077 0.00 7.24 7.24 16681. 0. 3 83 0.079 0.00 7.41 7. 41 17073. 0 . 392 0.081 0.00 7.58 7.58 17464 0 .101 0.083 0.00 7.75 7.75 17856. 0 410 0.084 0.00 7.92 7.92 l8248 0 .419 0.086 0 .00 8.09 8.09 1863 9 II. 4 28 0.088 0.00 8 . 26 B.26 19031 11. 437 0.090 0. 00 8 .43 8. ti 3 19425 ,) . .J,46 0.091 0 .00 8.60 8.60 19814. ,j . 155 0.093 0.00 8 . 77 8. Tl 20206. J .4 64 0.094 0 .00 8 94 8. 94 20598. :J. 4 73 0.096 0 .00 9.11 9.11 20989. 0. 4 82 0.097 0.00 9.28 9.28 21381. 0 .491 0.099 0.00 9.45 9.45 21773. 0 . 500 0.100 0.00 9.62 9.62 22164. 0 . 509 0.102 0.00 9.79 9.79 22556. 0 .518 0.103 0.00 9.96 9. 96 22948. 0.527 0.104 0.00 10.00 10.00 23040. 0. 529 0.105 0.00 10.10 10.10 23270. 0. 534 0.414 0.00 10.20 10.20 23501. 0. 540 0.978 0.00 10.30 10.30 23731. 0. 545 1.710 0.00 10.40 10.40 23962. 0.550 2.500 0.00 10.50 10.50 24192. 0.555 2.780 0.00 10.60 10.60 24422. 0.561 3.040 0.00 10.70 10.70 24653. 0.566 3.270 0.00 10.80 10.80 24883. 0.571 3.490 o.oo 10.90 10.90 25114. 0.577 3.700 0.00 11. 00 11.00 25344. 0.582 3.890 0.00 11.10 11.10 25574. 0.587 4.080 0.00 11.20 11. 20 25805. 0.592 4.260 0.00 11.30 11.30 26035. 0.598 4.430 0.00 11.40 11. 40 26266. 0.603 4.590 0.00 11. 50 11. 50 26496. 0.608 4.750 0.00 11.60 11. 60 26726. 0.614 4.900 0.00 Page 2 Ophus Short Plat 2005 KCSWDM -Detention Calculations 11. 70 11. 70 26957. 11.80 11. 80 27187. Hyd Inflow Outflow Peak Target Cale Stage 1 0.39 ******* 0.07 6. 2 0 2 0.19 0.06 0.06 5.79 3 0.23 ******* 0.05 5.25 4 0.25 ******* 0.05 4.95 5 0.20 ******* 0.02 4 _ 15 6 0.20 ******* 0.01 3.69 7 0.16 ******* 0.01 3.58 8 0.17 ******* 0.01 2.20 Route Time Series through Facility Inflow Time Series File:dev.tsf Outflow Time Series File:rdout TnFlr-.t.,jri,,t-f'l 0'·' l!.T'>:::aly~-i Co! Peak Inflow Discharge: 0.387 Peak Outflow Discharge: 0.067 Peak Reservoir Stage: 6.20 Peak Reservoir Elev: 6 . 2 0 Peak Reservoir Storage: 14285. 0 .619 0 .624 Elev 6.20 5.79 5.25 4.95 4. 15 3.69 3.58 ?. . 20 CFS at CFS at Ft ,L Cu-Ft 0. 3 2 8 P.c' -Ft 5.050 0.00 5.190 0.00 Storage (Cu-Ft) (Ac-Ft) 14285. 0. 328 13338. 0.306 12096. 0.278 11400. 0.262 9564. 0.220 8503. 0.195 8238. 0.189 5071. 0 .116 6,00 on Jan 9 in 13,00 on Jan 9 in Flow Duration from Time Series B'i 2utof f Count Frequency c::-i.F lc:rdcut.tsf ~:xc:··edence Probabil_i_t.y 0.589E+OO 0.401E+OO 0.294E+OO 0.182E+OO 0.137E+OO 0.683E-01 0.359E·Ol 0.171E-01 0.452E-02 0.400E·02 0. 377E·02 0.360E-02 0.359E-02 0.347E-02 0.303E·02 0.280E-02 0.254E-02 0.230E-02 0.204E-02 0.1B4E-02 0.170E-02 0.160E·02 O.l48E-02 CFS % % 0.001 25195 41 088 41.088 0.003 1156fi 18.862 59.949 0.004 6536 10.659 70.608 0.006 6852 11.174 81.782 0.008 2786 4.543 86.326 0.009 4197 6.844 93.170 0.011 1987 3.240 96.411 0.013 1154 1.882 98.293 0.014 770 1.256 99.546 0.016 0.018 0.019 0.021 0.023 0.025 0.026 0. 028 0.030 0. 031 0.033 0.035 0.036 0.038 0.040 0.041 0.043 32 14 10 1 7 27 14 16 15 16 12 9 6 7 9 7 11 0.052 0.023 0.016 0.002 0. 011 0.044 0.023 0.026 0.024 0.026 0.020 0.015 0.010 0 .011 0.015 0.011 0.018 99.600 99.623 99.640 99.641 99.653 99.697 99. 72 0 99.746 99.770 99.796 99.816 99.830 99.840 99.852 99.866 99.878 99.896 'i!3. 912 4C 051 2 9. 3 92 18.218 13. 674 6.830 3.589 1.707 0.452 0.400 0.377 0.360 0.359 0.347 0.303 0.280 0.254 0.230 0.204 0.184 0.170 0.160 0.148 0.134 0.122 0.104 Page 3 0 .134E-02 0.122E-02 0.104E-02 Year 8 Year 8 Ophus Short Plat 2005 KCSWDM -Detention Calculations 0. 045 7 0. Oll 99.907 0.046 8 0. 013 99.920 0.048 6 0.010 99.930 0.050 8 0. 013 99.943 0.051 10 0.016 99. 959 0.053 8 0. 013 99.972 0.055 3 0.005 99. 977 0.056 3 0.005 99.982 0.058 3 0.005 99.987 0.060 3 0.005 99.992 Duration Comparison Anaylsis Base File: predev.tsf New File: rdout.tsf Cutoff Units: Discharge in CFS -----Fraction of Time----- Cutoff Base New %-Change 0.015 O.BOE-02 0.42E-02 -46.8 0.019 0.58E-02 0.36E-02 -38.3 0.023 0.45E-02 0.35E-02 -23.4 0.027 0.34E-02 0.27E-02 -20.4 0.031 0.27E-02 0 .21E-02 23.0 0.035 0.20E-02 O.l?E-02 -16.1 0.039 0 .14E-02 0.14E-02 0. 0 0 .043 O.BSE-03 O.llE-02 "32. 7 0 . 046 0.52E-03 O.SOE-03 53. 0 .050 0 . 29E-03 0.47E 03 Ii 1 . 0 .054 0 .20E-03 0.26E 03 11_ ' 0 .058 o. lSE-03 0. lJE-03 -'. .L I 0 062 0 .82E-04 O.OOE+OO -l O 0 J 0.093 0.930E-03 0.080 0.799E-03 0.070 0.701E-03 0.057 0.571E-03 0.041 0.408E-03 0.028 0.277E-03 0.023 0.228E-03 0.018 0.179E-03 0. 013 0 .130E-03 0.008 0.815E-04 ---------Check of Probability Base I O.BOE-02 0.015 0.58E-02 0.019 0.45E-02 0.023 0.34E-02 0.027 0.27E-02 0. 031 0.20E-02 0.035 0.14E-02 0.039 0. 85E-03 0.043 o. 52E-03 0.046 0 .29E-03 0.050 0 .20E-03 0.054 0 .lSE-03 0.058 0.82E-04 0.062 Maximum positive excursion= 0.()0il :_·L: 9.0%) occurring at 0.016 cfs on the Base Oata:predev.tsf and at 0.050 cfs on the New Data:rdou:_tsf Maximum negative excursion=-0.009 cfs (-38.7%} occurring at 0.023 cfs on the Base Data:predev.tsf and at 0.014 cfs on the New Data:rdout.tsf Page4 Tolerance------- New %Change 0. 013 -15. 0 0 .014 -29.0 0. 014 -38.0 0.023 -13. 2 0.027 -12.9 0.032 -9.4 0. 03 9 1. 3 0.046 8.1 0 .050 7.7 0 .053 4.7 0 .056 J.6 0 .057 -1.5 0 .060 3.5 FIGURE 1 Site Survey l,i1: 'j i ,,· 1:·I /;/'· 11: ' ... z -, • ·"'''•·:1,1·-,, ... c;._·.'.c~ji_ DAVIS -OPHUS 7 -LOT SHORT PLAT Permit Approval Conditions Document Fire System Review Tracking Numbers: L06S0043 Fire Engineering approval may be granted with the following conditions: AA02 MUDD Any questions regarding the fire review of this plan should be directed to: Bill Mudd, Fire Engineering. Telephone: (206) 296-6785 PRELIMINARY APPROVAL Preliminary Fire Engineering approval has been granted with the following condition: Any future residences constructed on lots 5, 6 and 7 must be sprinklered (NFPA l3D) due to inadequate fire apparatus access. The International Fire Cod (IFC) requires all portions of the exterior walls (at grade) of the structures to be within 150 feet (as a person would walk via an approved route around the buildings) from approved fire apparatus access. Approved access is a minimum 20-foot wide (unobstructed) driving surface that is not over 150 feet in length if dead-end. Any future residences constructed on lots 2, 3 and 4 will have to be sprinklered (NFPA !3D) if on-street parking is permitted on SE 1761h Place, obstructing the minimum 20-foot unobstructed fire lane requirements cited above. Fire System Review Approval Conditions Page I of I , SOOS CREEK WAi L.H & SEWER DISTRICT 14616 S.E. 192nd St. • P.O. Box 58039 • Renton, WA 9.8058-10~~ BILL MUDD / FIRE March 17, 2006 Davis Consulting 1201 Monster Rd SW #320 Renton, WA 98055 RE: Parcel .Ko. 619660 0440 Lot 4 Block 2 Northwestern Garden Tracts I Proposed 6 lot plat Dear Developer: Please return comments to Current Planning The above referenced proposed plat has been reviewed for sewer and water availability and the following information has been deter--nined based on the preliminary site layout provided. All information will be updated and final requirements determined when final approved site plans, street, stonn and grading plans are submitted. Easement acquisition and design date will determine offsitc sewer route. Sec enclosed availability certificates for proposed layouts. Listed below are the developer extension foes for the proposed sewer and water main extensions required to serve your project. The "FULL" quotes are for District engineering. The "OPTIONAL'' quote al!o\vs the developer to hire an outside engineer for the water and sewer designs and permitting. SEWER: !:JJ.Jda OPTIOl'iAL 660 If main extension ~ 13,599.00 $ 11,288.40 Plan review 00.00 1,100.00 Guaranty deposit 350.00 350.00 Conformance deposit 350.00 350.00 Easement 2,500.00 2,500.00 SCWSD Inspection deposit 1,188.00 1,188.00 WATER: Fl!LL OPTIONAL 480 If main extension $ 5.483.20 $ 4,811.20 Plan review 00.00 1,200.00 Guaranty deposit 350 00 350.00 Conformance deposit 350.00 350.00 Easement 2,000.00 2,000.00 SCWSD Inspection deposit 432.00 432.00 WW\\'.sooscreek.com ioJ ~©~uW~[]) lfu JUL 1 1 2006 K.C. D.D.E.S. SOOS CREEK WATER & SEWER DISTRICT March 17, 2006 Parcel No. 619660 0440 Page two 'l<The preceding FULL quotes arc for Lhe design, offsite design survey, construction observation, KCWTD approval, KC fire Marshal package and administration of the proposed sewer and water main extensions. It does not include the cost of construction, grading permits, abandonment waiver or right of way permits. The OPTIONAL includes inspection and administration only. Water layout is subject to the final requirements for fire hydrant locations and fire flow. Developer is responsible for acquiring and providing to Soos Creek infonnation from the King County Fire Marshal regarding fire hydrant and fire flow requirements. Kin~ County right of way permits will be needed for water and sewer construction in 1181 Ave SE. Offsite sewer easements must be processed prior to grading pennit application and start of construction. Easement documents are prepared by the District but the signatures must be acquired by the Developer. Onsite sewer and water easements are also required but will be prepared at time of Bill of Sale. The sewer general facility charge is $1,848.00 per unit and the water genernl facility charge is $2,079.00 per unit. This plat is subject to the SPU Facility charge which is currently $713.00 per 5/8 x % meter or ERU. ALL CHARGES ARE SUBJECT TO CHANGE WITHOUT NOTICE. When you are ready to continue with a Developers Extension Agreement, please fax or mail a request and state whether you \vould like to have "full" or "optional" engineering. Include developer name (as you want iL to appear on the agreement), mailing address, phone and fax nwnbers and contact person. Please contact me at (253) 630-9900 extension 107 if you have any questions. Sincerely, Alice R. Marshall Supervisor, Development Adminls:ratio11 Enclosures This certificate provides information necessary to evaluate development proposals. Certificate : 3997 SOOS CREEK WATER AND SEWER DISTRICT CERTIFICATE OF WATER AVAILABILITY Type: Short SubDivision : Applicant's Name: Davis Consulting Proposed Use: 6 Single Family Residences Location: Lot:4 Block: 2 Parcel: 619660 0440 Information: Development: NORTHWESTERN GARDEN TRA Address: 17644 1181H A VE SE, RENTON WATER PURVEYOR INFORMATION 1. • D Water will be provided by service connection only to e.n existing Null inch water main, Null feet from the site. And!Otht1r b ~ Water service will require an improvemnt to the water system of: Water service to the proposed plat \Vlll require the installation of approximately 480 lf of water maiJL Abe.ndonment and replacement of fronting 6" AC water main will be required. Final water plans and layout will be determined based on final site development plans and Fire Marshal requirements. All plans must be approved by the KCFM and Soos Creek Water and Sewer District 2. a ~ The water system is in conformance with a County approved water comprehensive plan. b D The water system improvement will require a water comprehensive plan amendment. 3. 11 ~ The proposed project is within the corporate limit! of the district, or hu been granted Boundary Review Board approval for extension of service outside the district or city, or is within the Cotmty approved service arna of a private water purveyor, b D Annexation or Boundary Review Board approval will be necessary to provide service, 4, 11 ~ 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 55 feet from the building/property (or as marked on the attached map), Rate of Flow: 1,000 gpm Duration: 2 hours b O Water systems is not capable of providing fire flow. 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 otherage:flC}' or·ageiiCieS h"avingjllrisdiction. This District is not representing that it's facilities wiJl be extended or otheiwise 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 proper(y. I hereby certify that the above water purveyor information is true. This certification shall be valid for ooe year from date of signature. SOOS CREEK WATER & SEWER DISTRICT Agency Name Supervisor, Development Administration 1te Alice R MarshaU Signaiory Nam: 3/161200~ Date ~lj_io /ix,,, Date [o) ~©ls~W~I[); L.n) JUL 1 1 2006 '·-1 K.C. D.D.E.S. -, ~ " el • ~ ..... ~ "' ~ . • C .... ~· 1 • ~ [g@[g~1q[gro' JUL ! 1 2006 L!!,i K.C. 0.0.E.S. <> 'I I •'" '>;~: --, " < < 0 .• ~ • .,, ~ • :: l ~ -· <® King County Department of Development and Environmental Services 900 Oakesdale Avenue Southwest Renton, WA 98055-1219 January 4, 2007 Charlotte Vanlaningham Wagner Property, LLC 1201 Monster Rd. SW #320 Renton, WA 98055 RE: Request for Additional Information Application No. L06S0043 -Ophus Short Plat Date of Complete Application: 10/26/2006 Dear Ms. Vanlaningham: The purpose of this letter is to notify you that, pursuant to the provisions of KCC 20.20.040A, the Land Use Services Division (LUSD) is requesting additional information and/or studies to complete the review of the above-referenced project. The requested information is described on the enclosed "Plat Screening Transmittal". When submitting the information, please provide a cover letter which lists how each requested item has been addressed. Any clarification or explanation of your submittal should also be included in the cover letter. Please submit the information to: King County Dept. of Development and Environmental Services Land Use Services Division ATTN: Karen Scharer, PPM 11, Current Planning Section 900 Oakesdale Avenue Southwest Renton, WA 98055-1219 If your submittal is hand delivered, please submit it to the Land Use Counter on the first floor at the address above. Your application has been placed "on hold" as of the date of this letter until such time as you are advised that the information you submit satisfies our request, or 14 days after the date the information is received by this division. If the Division determines that the information is insufficient, we will notify you of any additional information which is needed. Please note that supplemental information required after the vesting of a complete application does not affect the validity of the vesting of the application. The deadline for the submittal of the requested information is April 4, 2007. 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 may be cause for the Department to cancel the application. L06S0043 January 4, 2007 Page 2 of 4 We request that you submit all of the information in one package. If you have any questions regarding the requested information or the submittal deadline, please call me at (206) 296- 7114 or e-mail Karen.scharer@metrokc.gov. Sincerely, ~~/ Karen Sc rer, PPM II Current Planning Section, LUSD Enclosure cc: Kim Claussen, PPM 111, Current Planning Section, LUSD, w/encl. Curt Foster, Senior Engineer, Engineering Review Section, LUSD, w/encl. Mark Follmer, Engineer II, Engineering Review Section, LUSD, w/encl L06S0043 January 4, 2007 Page 3 of 4 ) Screening Transmittal Project Name: Ophus Short Plat Project Number: L06S0043 Please provide the following information: Wetlands: 1. The wetland was categorized as a riverine wetland. The wetland should be re- evaluated or categorized as a depressional wetland. The applicant's biologist is aware of this and will re-categorize the wetland. The wetland will need to be resurveyed and a revised site plan will be needed showing the required buffers. Walkways to Local School: 2. Provide an analysis of safe walkway access to local schools and/or bus pick up locations. This property is within the Renton School District: Students residing at this property would walk to Benson Hill Elementary, and Lindbergh High School. The nearest bus stop for students attending Nelson Middle School is located at the intersection of Petrovitsky Rd. with 122"d Street. Access/Roadway1993 King County Road Standards (KCRS): 3. The right-of-way line and curb radii are not shown at the intersection with 118th Ave. SE. KCRS Section 2.10 requires a 35' minimum curb radius and a 25' minimum right-of-way line radius. Property line radiuses for right-of-way and curb lines are required. If right-of-way cannot be obtained (from the neighbor to the south), obtain a variance or shift the roadway entrance to the north. A revised site plan, approved variance, or letter of intent is required with the next submittal. 4. The access road location shall be coordinated with properties across the street to the west. Provide a conceptual neighborhood circulation plan. Note: A Pre-application meeting for a proposed short plat for Narinder Verman, 17619 1181h Ave. SE, was held on February 28, 2006. Reference: A06PM027. For coordination purposes, you may contact the Engineer, Larry Krueger, P.E., at Cramer Northwest, (253) 852 4880. 5. Show a road configuration compatible for future extension of the site access road to the parcels to the south and east. Curve the road right-of-way into the south boundary line at the east end. The curbs and sidewalk shall end at the beginning of a temporary cul-de-sac bulb. A revised site plan is required with the next submittal. As an alternative, the layout may be "flipped" and the access road built along the north side, depending on the neighborhood circulation plan. 6. The right-of-way width for the proposed access road will not accommodate the required road improvements. A half street roadway (Section 2.07) requires a L06S0043 ( January 4, 2007 Page 4 of 4 minimum width of 20', a curb on the north side, a 5' wide sidewalk, and at least 1' additional right-of-way behind the sidewalk and along the south side, for a total of 27.5' (28' if rolled curb is used). Show the right-of-way width to accommodate the proposed half-street improvement per KCRS. A revised site plan is required with the next submittal. 7. The proposed on-site road exceeds 150 feet (measured from the centerline of 118th Ave. SE). A cul-de-sac is required at the east terminus of the on-site road (KCRS Section 2.08). The cul-de-sac may be temporary (KCRS Std. Dwg. No. 1-008) if the access road is configured for future extension to the east or south. A revised site plan is required with the nex1 submittal. 8. If a variance from the KCRS is desired, per Section 1.08 the variance must be approved prior to making a decision on the short subdivision application. Multiple issues may be included in the same application. Enclosed is Customer Information Bulletin No. 34, which explains the road variance process. www.metrokc.gov/ddes/oerm info.him. Any request for a road variance shall be submitted to DOES on the appropriate form and with the minimum fee deposit. Drainage: 2005 King County Surface Water Design Manual (SWDM) 9. A revised conceptual drainage plan shall be included with the next submittal. Submit 3 copies of a conceptual drainage plan, which is prepared, stamped, and signed by a professional engineer licensed in the State of Washington. a. The project is located in a sphagnum bog protection area. Water quality facilities shall be designed according to the Sphagnum Bog protection menu (KCSWDM Section 6.1.4, p. 6-12). Show the sphagnum bog treatment train in the conceptual drainage plan. As an alternative, provide information that flow from this project does not enter the sphagnum bog and that the Sphagnum Bog water quality protection menu is not applicable. Based upon the final drainage analysis, the size of the proposed drainage tracts may have to increase to accommodate the required detention storage volumes and water quality facilities. Note: The downstream analysis from the Petro Vista Plat at the corner of Petrovitsky Road and 1181h Ave. SE (L02P0012) revealed the existence of a sphagnum bog wetland downstream, and this project apparently shares the same downstream corridor. b. Show on the revised conceptual drainage plan the BMPs proposed to be implemented to satisfy the required BMPs for development of the subdivision (KCSWDM 5.2.2). Contact Mark Follmer at (206) 296-7039 if you have questions regarding access or drainage issues. Your submittal should include 10 copies of any revised plans and 4 copies of any special study. ® King County Department of Deve.lopment and Environmental Services Land Use Services Division 900 Oakesdale Avenue Southwest Renton, Washington 98055-1219 206-296-6600 TIY 206-296-7217 For alternate formats, call 206-296-6600. Drop-Off Cover Sheet for Land Use Services Division ., f coFY •.A~ 1 -l 1•-- **************************** IMPORT ANT *******"******************* Date Received by LUSD PROJECT NUMBER AND NAME IS NECESSARY FOR ALL DROP-OFFS Project No. _Lt){Q S tJtJ 1/3 Project Name Of0q6, C);dc / ?@ f: __ _ FROM {?Jut.,; 7J-tJ.,TYPr£, ILC,, ComkNamJcontact PersCJr~ Telephone No ~5 · d/ JZ-59 S' f __ _ To &e/2 ,<;dncer 1 ~~(C~~'W~ru APR O 4 2007 Ud) K.C. D.D.E.6. ADDITIONAL INFORMATION REQUESTED BY KING COUNTY STAFF (please print) Short Plat/ Plats Please specify item(s) dropped-off: b 'R~i!!W wd-6=/ l?-e,/JrU:~Lt:/lers &f' 'Res/::;,tJczt;.'€/(;pt/Pr#t'~ «k/Ru1arp:. iv <;ek&/ . . 3.e&~d t;1/e ,?/.r,.r,1 lrdOJ //74£f ;5o.zki4'fe ,2/44 >Pah.t; e +rr Lot Line Adjustment Permit 7 Please specify item(s) dropped-off: Right of Way Permit Please specify item(s) dropped-off: Clearing I Grading Permit -Additional informafrori re1iuest(3d. Please specify item(s I dropped-off PLEASE NOTE: /'d drop-off item(s) will be logqe,:: 111\·,1 '.i1\: c1_1·11quter under the project number, therefore. it is importa11t that the lop portion of this frn ,··n is completed propu J':.,· I ,cfn1,-· /s-:·u drop-off anything. /\ssistance 111 f111d111g a project number can be pwvided by spcakir~g to a Zoi:1119/Land Us1_ i ,.,.. 1.11· Your cooperatior11s i1r1poriant. Thcrnk you Check out the DOES Web site at wwwmetrol<c.govlddes ® King County Land Use Services Division Permit Fee Estimate Acknowledgment Permit Estimate Number: L06S0043 Date: July 31, 2006 -- Permit Title: Ophus Short Plat --- Permit Type: Prcliminal)' Short Plat Estimated Maximum Hours: 160 Applicant: Ophus, Jennifer Total Fee: $ 23,606.62 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, acknowledging that the applicant has read the disclaimers stated below, within 14 days of the date of this letter. 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. Fee estimates are based on information submitted to ODES 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: l) Unknown or undisclosed site or project issues 2) Changes in the project 3) Incomplete information from applicant 4) Errors in applicant information or submittal 5) County code fee changes 6) Drainage Adjustments and/or variances to the King County Road Standards Keeping review fees at or below the fee estimate will depend on the applicant's commitment to complete the process review. This commitment should include submitting materials which address all County codes, policies, previously approved conditions. and responding to the County's request for corrections or additional information in a timely manner. nol lo exceed 90 days. Acknowledged: Date ~de Vonl.t,mni4//I -hr(?~~> Pt-J;~,4 /_e-{2_ Applicant/Owner Name (signature) Fee Est Ltrs Plats Short Plats -~ _ ....... -J -, ~: .,·,. ·-·--· > I ., __ ,,.!, ~ ·. 06 QSI 9 -. -:.i : '11 • ' ~ , "" ' V\ . ' :,, ~; WO/ D}TE: ,J!ul 18 2006 {<,evrft;,J TO:~chool District FM: Kim Claussen, Program/Project Manager Ill RE: Proposed Short Subdivision LUSD File No: L06S0043 -Ophus Short Subdivision COPY 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 July 11, 2006. 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 __ ""'"'·""'~e,,-<--c,;~::,:-cL--t:,c-.,_/,:::.· -~-'------------------ '--.......; Jr. High/Middle. ____ ..,_=..'-'l~· ----------------- Sr. High. __ ~',.<--'=<>-=-"-'/......,_._ ________________ _ Will the students walk or be busse~ to th~;e schools? Elementary .{.-' · l'. Jr. High/Middle, ___ _L.""'-''-"''=~----------------- If the students will be bussed, where 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 _________________________ _ -/) ' ·14_ Ji Jr. High/Middle._-' . ..::,=· ~c~· ~ic..'..c~c..h_· ,_· -''~-_......,k,_''~,.,_(_· ~,?-t_' ~! ... ?--'· ., ... ··_. -~---ce.,•,_,,_-S-'''-'.Lcc.' __ :-- Sr. High, __________________________ _ Other Comments: __________________________ _ Please complete this form and return it by August 11, 2006 to the address below. If you have questions regarding this proposal, please call Karen Scharer at 206-296-7114. Thank you very much. King County Department of Development and Environmental Services Land Use Services Division ATTN: Karen Scharer, Project Manager 900 Oakesdale Avenue Southwest Renton, WA 98055-1219 Transportation Department Renton School District 403 1220 North:1-th §):';r~ .· Renton, WA 980~5 ' ·. . r ,/r ·tr ...... ._, ~ (..._ -i' .· I . C (' l< !,L. ,1-._ .• >L {_~; l{ "i.. .. /' A ,,, .. . . ''. , ' . l __ j .1.-:,,:._,( -<..::-1....:.• ! ' . Jt_·(... i. ;'/ . /t///-1,,-- · ·· · -·-· .. -.----· · ,,_· ·~.-.. -.-· I 1· 1· 1· ;·1 1· 11· I I l ·11 II 1· 111· J1· /JI ':::11:.:;!;_i!;:;, ,-•::1:-;::!,.,;:l~ i:_.i_a_:..,!'.:i I JI II t Ill!_! f_llJ ! I lll l_lll .U t Ill JIii!/ r ·-,.,A, ', C Ii ·) j, ·)· i". 1·c' I'?' -J ~ \.., ' .\ ® King County Department of Development and Environmental Services 900 Oakesdale Avenue SW Renton, WA 98057-5212 October 26, 2006 Charlotte Vanlaningham 1201 Monster Rd. SW#320 Renton, WA 98055 RE: Notice of Complete Application for Application Time Periods Application No. L06S0043 -Ophus Short Plat Date Filed: July 11, 2006 Dear Ms. Vanlaningham: The purpose of this letter is to notify you that on October 26, 2006, 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. 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 120 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 property • resolution of land use decisions appeals If you have any questions about your application or the posting requirements, please call me at (206) 296-7114. ( ~ ,A{ __ _ aren Scharer, Pr Ject Manager II Current Planning ection cc: Mark Follmer, Engineer II, Engineering Review Section, LUSD Kim Claussen, PPM Ill, Current Planning Section, LUSD Application File . ~-···· ® King County Department of Development and Environmental Services 900 Oakesdale Avenue Southwest Renton, Washington 98055-1219 August 7, 2006 Charlotte Vanlaningham 1201 Monster Rd. SW #320 Renton, WA 98055 RE: Notice of Incomplete Application DDES File No. L06S0043 Dear Ms. Vanlaningham: • The purpose of this letter is to notify you that on August 7, 2006 the Land Use Services Division determined that the above-referenced application is incomplete under the current requirements for a complete application as specified in King County Code 20.20 and 19A.08. This initial determination is intended to be used only for the purposes of applying the time period established in the King County Code. The following information is needed for this application to be considered complete. The Level 1 Drainage Analysis is inadequate, refer to KCSWDM 2.3.1; and, • Include Table 8-B. • Document potential /existing problems identified in the Resource Review. Land Use Services Division will keep your application "on hold" pending receipt of the above information, during which time no further review will take place. Pursuant to King County King Code 20., if the requested information is not received within 90 days from the date of this letter (August 7, 2006), your application will be canceled. No time extensions will be granted. Should the application be canceled, you will be required to submit a new application. L06S0043 August 7, 2006 Page 2 • If you have any questions about the information requested, please contact me at (206) 296-7114 or by e-mail at karen.scharer@metrokc.gov. Sincerely, ~.lre,, Program/Project Maoage, II Current Planning Section, Land Use Services Division cc: Kim Claussen, PPM Ill, Current Planning Section, Land Use Services Division Pat Simmons, Engineer II, Engineering Review Section, LUSD Application file ® King County Department of Development and Environmental Services 900 Oakesdale Avenue SW Renton, WA 98055-1219 July 21, 2006 TO: Kim Claussen, Project/Planner Manager UL Current Planning Section FM: Pat Simmons, Engineer II, Engineering Review Section Via: Ray Florent, Engineer III,Engineering Review Section Planner: Karen Scharer RE: Proposed Short Plat for Ophus LUSD File No. L06S0043 Comments of the above project 1. Need 2 Temporary Benchmarks within the application site along with appropriate elevation and Datum(per KCC l 9A.08. l 50(B)(2)) 2. Per AF# 9703100320 loan of William Ricketts, Jennifer K. Byers and Maynard Byers and the Chase Manhattan Bank will need to sign the plat unless the loan is repaid and removed from the title report. 3. This is a legal lots per 1948 Plat. ..... AIN FILE CQpy ~~~T~Y~~l~R=eview Timelines -Short Plats Permit No: L06S0043 Project Name: 0 bus Planner:' Karen =="-------~-~~-----------------------+--- Engineer: Mark Date -~--~=--~--~----c------- Intake, support st~_l! __ set up file folder : Project J\!~J!_~_ger ro_'!!~~ p~ckages for fee estim_a_t_e ________ _ ;Assignment of staff & route pa~kages for re~ew ~[!!_~~!i_n~. Field check by engineer-tech. (limit review -d_o_w_n_s_t_re_a_m~)~------------+----~ Review for complete/incomplete~ ____________________ _ :c_ompile fee budget, save budget prepare quote _~e!!~r Complete/incomplete letter mailed; mail budget quote letter. ------j __ _ If complete : 08/09/06 Wed 1 08/10/06 Thu c-_2_. _ 08/11 /06 Fri 3, ---------- 08/12/06 Sat I 4 Review documents, schedule field trip. 08/13/06 Sun : 5 ~i;~¥i~: i:: 1 --fr ~--===~-------.-; -------- ___(l_8i_l_7iO_(i[Thu ____ 9jl :30,C-1 In house meeting I }~~{~\---_ --:~1_' ------------------------_-_-__ ·J-_-------_ - 08/20/06 Sun =-----121 -----__ _ _ __ _ --_ _ -1--_ _ 08/21/06_lvlon 13 1 _ ____ __ _ ___________ _ 08/22/06 Tue 141Letter requesting additional information mailed. Project on hold pending submittal of info and then 14 days to 08/23/06 Wed 15 _______ ------ 1 =~ --~-----_L-I ----------+------,- -------,~---------j-------l ---------------------------- j __ --'-- I -+ : ,-~-- ------1--C----,------------ 1 i ---------- ----------------, S:LUSD_PLANNING_ TIMELINES_ 4,17,06 MAIN FILE COPY KENNETH R. ANDERSON AND ASSOCIATES, INC., P.S. June 13, 2006 SUBJECT: DAVIS -OPHUS SHORT PLAT, LOT CLOSURE CALCULATIONS Parcel Parcel name: Boundary North: 164851.7602 East: 1306991.6665 Line Course: S 00-46-32 W Length: 140.99 North: 164710.7831 East: 1306989.7581 Line Course: N 88-51-10 W Length: 632.18 North: 164723.4403 East: 1306357.7048 Line Course: N 00-37-47 E Length: 140.99 North: 164864.4217 East: 1306359.2543 Line Course: S 88-51-10 E Length: 632.54 North: 164851.7574 East: 1306991.6676 Perimeter: 1546.71 Area: 89,156 SQ. FT. 2.047 ACRES Mapcheck Closure -(Uses listed courses, radii, and deltas) Error Closure: 0.0030 Course: S 21-20-48 E Error North: -0.00281 East: 0.00110 Precision 1: 515,566.67 Parcel name: Lot 1 North: 164863.4243 East: 1306409.2450 Line Course: S 00-37-47 W Length: 115.99 North: 164747.4413 East: 1306407.9702 Line Course: N 88-51-10 W Length: 25.23 North: 164747.9465 East: 1306382.7453 Curve Length: 39.04 Radius: 25.00 Delta: 89-28-56 Tangent: 24.78 Chord: 35.20 Course: N 44-06-41 W Course In: N 01-08-50 E Course Out: N 89-22-13 W RP North: 164772.9415 East: 1306383.2458 End North: 164773.2162 East: 1306358.2473 Line Course: N 00-37-47 E Length: 91.22 North: 164864.4307 East: 1306359.2499 Line Course: S 88-51-10 E Length: 50.00 North: 164863.4296 East: 1306409.2399 Perimeter: 321.48 Area: 5,668 SQ. FT. 0.130 ACRES Mapcheck Closure -(Uses listed courses, radii, and deltas) Error Closure: 0.0074 Course: N 44-06-42 W Error North: 0.00532 East: -0.00515 Precision 1: 43,443.24 MAIN FILE COPY fm@©@ui~@fo' JUL 11 2006 ~ K.C. 0.0.E.S. 1720 SO. 34JST PL., SUITE C-4• FEDERAL WAY, WASHINGTON• 98023 DES MOINES: 253/838-1199 • TAC01vL\: 253/272-9858 TOLL FREE: 1-888-838-1199 • FAX: 253/838-8164 L ot.c. sooc.! 3 KENNETH R. ANDERSON AND ASSOCIATES, INC., P.S. Parcel name: Lot 2 North: 164862.6234 East: 1306449.2386 Line Course: S 00-37-47 W Length: 115.99 North: 164746.6404 East: 1306447.9638 Line Course: N 88-51-10 W Length: 40.00 North: 164747.4412 East: 1306407.9719 Line Course: N 00-37-47 E Length: 115.99 North: 164863.4242 East: 1306409.2466 Line Course: S 88-51-10 E Length: 40.00 North: 164862.6234 East: 1306449.2386 Perimeter: 311.99 Area: 4,640 SQ. FT. 0.107 ACRES Mapcheck Closure -(Uses listed courses, radii, and deltas) Error Closure: 0.0000 Course: S 90-00-00 E Error North: 0.00000 East : 0.00000 Precision 1: 311,980,000.00 Parcel name: Lot 3 North: 164861.8224 East: 1306489.2322 Line Course: S 00-37-47 W Length: 115.99 North: 164745.8394 East: 1306487.9574 Line Course: N 88-51-10 W Length: 40.00 North: 164746.6403 East: 1306447.9655 Line Course: N 00-37-47 E Length: 115.99 North: 164862.6233 East: 1306449.2403 Line Course: S 88-51-10 E Length: 40.00 North: 164861.8224 East: 1306489.2322 Perimeter: 311.99 Area: 4,640 SQ. FT. 0.107 ACRES Mapcheck Closure -(Uses listed courses, radii, and deltas) Error Closure: 0.0000 Course: S 90-00-00 E Error North: 0.00000 East: 0.00000 Precision 1: 311,980,000.00 KENNETH R. ANDERSON AND ASSOCIATES, INC., P.S. Parcel name: Lot 4 North: 164861.0215 East: 1306529.2259 Line Course: S 00-37-47 W Length: 120.99 North: 164740.0388 East: 1306527.8961 Line Course: N 88-51-10 W Length: 19.92 North: 164740.4376 East: 1306507.9801 Line Course: N 00-37-47 E Length: 5.00 North: 164745.4373 East: 1306508.0351 Line Course: N 88-51-10 W Length: 20.08 North: 164745.8393 East: 1306487.9591 Line Course: N 00-37-47 E Length: 115.99 North: 164861.8223 East: 1306489.2339 Line Course: S 88-51-10 E Length: 40.00 North: 164861.0215 East: 1306529.2259 Perimeter: 321.99 Area: 4,739 SQ. FT. 0.109ACRES Mapcheck Closure -(Uses listed courses, radii, and deltas) Error Closure: 0.0000 Course: S 90-00-00 E Error North: 0.00000 East : 0.00000 Precision 1: 321,980,000.00 Parcel name: Lot 5 North: 164860.2205 East: 1306569.2195 Line Course: S 00-37-47 W Length: 120.99 North: 164739.2378 East: 1306567.8897 Line Course: N 88-51-10 W Length: 40.00 North: 164740.0387 East: 1306527.8977 Line Course: N 00-37-47 E Length: 120.99 North: 164861.0214 East: 1306529.2275 Line Course: S 88-51-10 E Length: 40.00 North: 164860.2205 East: 1306569.2195 Perimeter: 321.99 Area: 4,840 SQ. FT. 0.111 ACRES Mapcheck Closure -(Uses listed courses, radii, and deltas) Error Closure: 0.0000 Course: S 90-00-00 E Error North: 0.00000 East : 0.00000 Precision 1: 321,980,000.00 KENNETH R. ANDERSON AND ASSOCIATES, INC., P.S. Parcel name: Lot 6 North: 164859.2193 East: 1306619.2115 Line Course: S 00-37-47 W Length: 120.99 North: 164738.2366 East: 1306617.8817 Line Course: N 88-51-10 W Length: 50.00 North: 164739.2377 East: 1306567.8918 Line Course: N 00-37-47 E Length: 120.99 North: 164860.2204 East: 1306569.2215 Line Course: S 88-51-10 E Length: 50.00 North: 164859.2193 East: 1306619.2115 Perimeter: 341.99 Area: 6,050 SQ. FT. 0.139ACRES Mapcheck Closure -(Uses listed courses, radii, and deltas) Error Closure: 0.0000 Course: S 90-00-00 E Error North: 0.00000 East : 0.00000 Precision 1: 341,980,000.00 Parcel name: Lot 7 North: 164858.2181 East: 1306669.2035 Line Course: S 00-37-47 W Length: 140.99 North: 164717.2367 East: 1306667.6539 Line Course: N 88-51-10 W Length: 159.93 North: 164720.4387 East: 1306507.7560 Line Course: N 00-37-47 E Length: 20.00 North: 164740.4375 East: 1306507.9758 Line Course: S 88-51-10 E Length: 109.93 North: 164738.2365 East: 1306617.8838 Line Course: N 00-37-47 E Length: 120.99 North: 164859.2192 East: 1306619.2135 Line Course: S 88-51-10 E Length: 50.00 North: 164858.2181 East: 1306669.2035 Perimeter: 601.85 Area: 9,248 SQ. FT. 0.212ACRES Mapcheck Closure -(Uses listed courses. radii, and deltas) Error Closure: 0.0000 Course: S 90-00-00 E Error North: 0.00000 East : 0.00000 Precision 1: 601,840,000.00 KENNETH R. ANDERSON AND ASSOCIATES, INC., P.S. Parcel name: Street North: 164745.4343 East: 1306508.0313 Line Course: S 00-37-47 W Length: 25.00 North: 164720.4358 East: 1306507.7565 Line Course: N 88-51-10 W Length: 150.08 North: 164723.4406 East: 1306357.7066 Line Course: N 00-37-47 E Length: 49.78 North: 164773.2176 East: 1306358.2537 Curve Length: 39.04 Radius: 25.00 Delta: 89-28-56 Tangent: 24.78 Chord: 35.20 Course: S 44-06-42 E Course In: S 89-22-14 E Course Out: S 01-08-50 W RP North: 164772.9430 East: 1306383.2522 End North: 164747.9480 East: 1306382.7517 Line Course: S 88-51-10 E Length: 125.31 North: 164745.4391 East: 1306508.0366 Perimeter: 389.21 Area: 3,883 SQ. FT. 0.089 ACRES Mapcheck Closure -(Uses listed courses, radii, and deltas) Error Closure: 0.0071 Course: N 47-36-49 E Error North: 0.00480 East: 0.00526 Precision 1: 54,818.31 ----------- Parcel name: Tract "A" North: 164857.2780 East: 1306716.1489 Line Course: S 19-28-35 E Length: 67 .04 North: 164794.0741 East: 1306738.5013 Line Course: S 10-22-39 W Length: 30.55 North: 164764.0238 East: 1306732.9982 Curve Length: 48.74 Radius: 100.00 Delta: 27-55-29 Tangent: 24.86 Chord: 48.26 Course: S 03-35-05 E Course In: S 79-37-21 E Course Out: S 72-27-10 W RP North: 164746.0105 East: 1306831.3624 End North: 164715.8613 East: 1306736.0155 Line Course: N 88-51-10 W Length: 68.38 North: 164717.2304 East: 1306667.6493 Line Course: N 00-37-47 E Length: 140.99 North: 164858.2119 East: 1306669.1988 Line Course: S 88-51-10 E Length: 46.95 North: 164857.2719 East: 1306716.1394 Perimeter: 402.65 Area: 8,810 SQ. FT. 0.202ACRES Mapcheck Closure -(Uses listed courses, radii, and deltas) Error Closure: 0.0113 Course: S 57-19-12W Error North: -0.00609 East: -0.00950 Precision 1: 35,632.74 KENNETH R. ANDERSON AND ASSOCIATES, INC., P.S. -----------·-------------------------- Parcel name: Tract "B" North: 164851.7602 East: 1306991.6665 Line Course: S 00-46-32 W Length: 140.99 North: 164710.7831 East: 1306989.7581 Line Course: N 88-51-10 W Length: 253.79 North: 164715.8643 East: 1306736.0189 Curve Length: 48.74 Radius: 100.00 Delta: 27-55-29 Tangent: 24.86 Chord: 48.26 Course: N 03-35-05 W Course In: N 72-27-10 E Course Out: N 79-37-21 W RP North: 164746.0135 East: 1306831.3658 End North: 164764.0268 East: 1306733.0016 Line Course: N 10-22-39 E Length: 30.55 North: 164794.0771 East: 1306738.5047 Line Course: N 19-28-35 W Length: 67.04 North: 164857.2810 East: 1306716.1523 Line Course: S 88-51-10 E Length: 275.57 North: 164851.7637 East: 1306991.6670 Perimeter: 816.68 Area: 36,638 SQ. FT 0.841 ACRES Mapcheck Closure -(Uses listed courses, radii, and deltas) Error Closure: 0.0035 Course: N 09-40-4 7 E Error North: 0.00348 East: 0.00059 Precision 1: 233,337.14 S:lprojects\2006 Projects\06-031 Davis-Ohpus Property Subdivision\lots\06-031 -Plat Lot Cales.doc ® King County REQUEST FOR SCHOOL INFORMATION PRELIMINARY SHORT PLATS Dept. of Development and Environmental Services Land Use Services Division 900 Oakesdale Avenue Southwest Renton, WA 98055-1219 DATE: July 18, 2006 TO: Kent School District FM: Kim Claussen, ProgramlProject Manager Ill RE: Proposed Short Subdivision LUSD File No: L06S0043 -Ophus Short 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 July 11. 2006. 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 ___________________________ _ Jr. High/Middle _______________________ _ Sr. High __________________________ _ If the students will be bussed, where 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 return it by August 11. 2006 to the address below. If you have questions regarding this proposal, please call Karen Scharer at 206-296-7114. Thank you very much. King County Department of Development and Environmental Services Land Use Services Division ATTN: Karen Scharer, Project Manager 900 Oakesdale Avenue Southwest Renton, WA 98055-1219 II/IAIN FILE COP" OPHUS PROPERTY SHORT PLAT ENVIRONMENTAL CHECKLIST Purpose of checklist: The State Environmental Act (SEPA), chapter 43.21C RCW, 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 identifies 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. A, Background 1. Name of proposed project, if applicable: Ophus Property Sho,t Plat 2. Name of applicant: Ophus Property LLC 3. Address and phone number of applicants and contact person: Contact: Applicant: Davis Real Estate Group 1201 Monster Road Charlotte Vanlaningham 425-228-5959 Suite#320 Renton, WA 98055 4. Date checklist prepared: June 2, 2006 5. Agency requesting checklist: King County D.D.E.S. 6. Proposed timing or schedule (including phasing, if applicable): Preliminary Sho,t Plat approval Winter 2006 construction Plan Approval Spring 2007 Site construction begin Fall 2007 7. Do you have any plans for future additions, expansions, or further activity related to or connected with this proposal? If yes explain: No 8. List any environmental information you know about that has been prepared, or will be prepared, directly related to this proposal: Wetland and Stream Repo,t dated April 2005 prepared by EDAW, Inc. 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: No 10. List any government approvals or permits that will be needed for your proposal, if known: 15 i~ '2 ~ W [§ [Q) King county \o) i~ ~ ls U ~ 0 Sho,t plat approval lJu JUL 1 1 2006 Construction permits Right-of-Way Use permits Buildingpermlts K.C. D.D.E.S. Loto~oot./3 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 modity this form to include additional specific information on project description.) The proposal is to subdivide an existing 2.05 acres of property into 7 single-family detached residential building lots. The prope,:g is legally described as: Lot 4, Block 2, Northwestern Garden Tracts Division #1.. King County Tax parcel #619660-0440 12. Location of the proposal. Give sufficient information for a person to understand the precise location of your proposed project, including street address, if any, and section, township, and range, if known. If a proposal would occur over a range of area, provide the range of 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 witn any permit applications related to this checklist. The property is located in the N. W. * of the N. W. !4 of Section 33, Township 23 North, Range 5 East W.M7 in King cou"'ty. The existing house on the property is addressea as 1.7644 -1.1.IF Avenue SE, Renton, Washington B. Environmental Elements 1. Earth a. General description of the site (circle one) Flat, rolling, hilly, portion steep, slopes, mountainous. other . b. What is the steepest slope on the site (approximate percent slope)? 1.2% c. What general types of soil are found on the site (for example, clay, sand, gravel, peat, muck)? If you know the classification of agricultural soils, specify them and note any prime farmland: Alderwood Series Soils d. Are there surface indications of or history of unstable soils in the immediate vicinity? If so, describe: No e. Describe the purpose, type and approximate quantities of any filling or grading proposed. Indicate source of fill: Approximately 1500 cu yd of select imported fill material will be needed for road base and for general site fill. Soils _generated on site construction will remain on site for lot and park grading. f. Could erosion occur as a result of clearing, construction or use? If so, generally describe: Yes, erosion could occur during construction. g. About what percent of the site will be covered with impervious surfaces after project construction (for example, asphalt or buildings)? 50% 2 h. Proposed measures to reduce or control erosion, or other impacts to the earth, if any: 2. Air Silt fabric fencinp, sedimentation ponds, and swales will be utilized during construction. 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: Emissions from construction equipment, dust during construction. b. Are there any off-site sources of emissions or odor that may affect your proposal? If so, generally describe: No c. Proposed measures to reduce or control emissions or other impacts to air, if any: construction equipment will meet current State and Federal emission requirements; dust control (water) will be provided during construction. 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, saltwater, lakes, ponds and wetlands)? If yes, describe type and provide names. If appropriate, state what stream or river it flows into: A wetland and stream exist on the property along the easterly pottlon. Tbe drainage from this property contributes to the upper reaches of Soos Creek. 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: yes, a storm water outfall would be constructed within 200 feet of the on-site stream. 3) Estimate the amount of fill and dredge material that would be placed in or removed from surface waters or wetlands and indicate the area of the site that would be affected. Indicate the source of fill material: None 4) Will the proposal require surface water withdrawals or diversions? Give general description , purpose, and approximate quantities if known: No 5) Does the proposal lie within a 100-year floodplain? If so, note location on the site plan: No 3 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: No 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: No 2) Describe waste material that will be discharged into the ground from septic tanks or other sources, if any (for example: 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: N/A c. Water runoff (including storm water); 1) Describe the source of runoff (including storm water) 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: Storm runoff will be generated from the proposed project from new homes, driveways, and lawns. Additional storm water runoff will be generated from the road improvements and proposed park. 111/s water will flow into the road improvements; conveyed via curb, gutter. and drainage pipes into the on site detention vault Tbe vault wfif then discharge into the wetlands on the eastem portion of the project. 2) Could waste materials enter ground or surface waters? If so, generally explain: Household spills could enter the storm system. d. Proposed measures to reduce or control surface, ground and runoff water impacts. If any: Storm water BMP's (Best Management Practice} will be incorporated into the project to minimize surface and ground water impacts during and a/fer construction. King County_ standards for BMP's will be incorporated and shown on the utility plan. 4. Plants a. check or circle types of vegetation found on the site: XXX deciduous tree: red alder, big leaf maple, black cottonwood, pacific willow XXX evergreen tree: Douq/as fir, western red cedar, western hemlock shrubs: vine maple, Indian plum, red elderberry, wild rose, salmonberry, willows, twinberry, hardback, blackberries __ grass: miscellaneous unidentified grasses and forbs. __ pasture 4 ___ crop or grain ___ wet soil plants: cattail, buttercup, bulrush, skunk cabbage other ___ water prants: water lily, eelgrass, milfoil, other ___ other types of vegetation b. What kind and amount of vegetation will be removed or altered? All ve,etation within road rights-of-way will be removed. Approximately 50% of the site will be cleared and regarded for the new homes. c. List threatened or endangered species known to be on or near the site: None known. d. Proposed landscaping_, use of native plants, or other measures to preserve or enhance vegetation on the site, ir any: Landscaping will be provided by homeowners on the individual lots. The park will be landscaped as part of the project improvements ta King County standards. s. Animals a. 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 ____ _ mammals: deer, bear, elk, beaver, other fish: bass, salmon, trout, herring, shellfi:-s~h,-o-t~h-e_r ___ _ b. List any threatened or endangered or endangered species known to near or on the site: No c. Is the site part of a migration route? If so, explain: N/A d. Proposed measures to preserve or enhance wildlife, if any: N/A 6. Energy and Natural Resources a. What kinds of energy (electric, natural gas, oil, wood stove, solar) will be used for heating, manufacturing, etc.: Electricity and natural gas will be used ta meet the project's energy needs. 5 b. Would your project affect the potential use of solar energy by adjacent properties? If so, generally describe: No. 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: Homes will be constructed to Washington State energy code requirements. 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: Unknown at this time 1) Describe special emergency services that might be required. N/A 2) Proposed measures to reduce or control environmental health hazards, if any: NIA b. Noise 1) What types of noise exist in the area which may affect your project (for example: Traffic, equipment, operation, other)? Traffic 2) What types and levels of noise would be created by or associated with the project on a short-term or a long-term basis (for example: traffic, construction, operation, other)? Indicate what hours noise would come from the site. Short tenn noise associated with construction equipment. Long term noise associated with 6 new single family homes. 3) Proposed measures to reduce or control noise impacts, if any: Construction equipment will meet State and Federal noise regulations. 8. Land and Shoreline Use a. What is the current use of the site and adjacent properties? Surrounding property to we~ south and north are existing larger lots with older single-family residences. The property to the east is a larger wetiand area encumbered by a power line easement. b. Has the site been used for agriculture? If so, describe: No c. Describe any structures on the site: The existing single family residence 6 d. Will any structures be demolished? If so, what? Yes, existing house and out building will be removed. e. What is the current zoning classification of the site: R-6 f. What is the current comprehensive plan designation of the site? Residential-6 DU per acre g. If applicable, what is the current shoreline master program designation of the site? NIA h. Has any part of the site been classified as an "environmentally sensitive" area? If so, specify: yes; a Type N stream and a class 2 wetlands are present on site i. Approximately how many people would reside or work in the completed project? 14 people (2.4 per household) j. Approximately how many people would the completed project displace? D k. Proposed measures to avoid or reduce displacement impacts, if any: NIA I. Proposed measures to ensure the proposal is compatible with existing and projected land uses and plans, if any: Proposal conforms to Comprehensive Plan and Zoning Code. 9. Housing a. Approximately how many units would be provided, if any? Indicate whether high, middle, or low-income housing: 6 new middle income. b. Approximately how many units, if any would be eliminated? Indicate whether high, middle, or low-income housing: J c. Proposed measures to reduce or control housing impacts, if any: Creation of this proposal will create additional housing 10. Aesthetics a. What is the tallest height of any proposed structure(s). not including antennas: what is the principle exterior building material(s) proposed? 35foot 7 Wood, concrete, wood products 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. 11. Light and Glare a. What type of light or glare will the proposal produce? What time of day would it mainly occur? Light and glare associated with 13 new homes. b. Could light or glare from the finished project be a safety hazard or interfere with views? No c. What existing off-site sources of light or glare may affect your proposal? None. 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? Gary Grant Trail, Soos Creek, Cascade Park, Renton Park, Maplewood Golf Course b. Would the proposed project displace and existing recreational uses? If so, describe: No c. Proposed measures to reduce or control impacts on recreational opportunities to be provided by the project or applicant, if any: On site recreational space will be provided and developed to King County standards. 13, Historic and Cultural Preseivation 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: 8 None known. b. Generally describe any landmarks or evidence of historic, archaeological, scientific, or cultural importance known to be on or next to the site: None known. c. Proposed measures to reduce or control impacts, if any: N/A 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: Tbe project will access off of 11111' Avenue SE, a developed public right-of- way. b. Is site currently served by public transit? If not, what is the approximate distance to the nearest transit stop? Metro Bus service Is along SE 11(11' Street at 17fll' Avenue SE (Petrovisky Road), bus route 155. Tbis is approximately BOO feet to the northwest. c. How many parking spaces would the completed project have? How many would the project eliminate? Two parking spaces per lot plus the garage. 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). Y~ the on site roads will be built and dedicated to King County. e. Will the project use ( or occur in the immediate vicinity of) water, rail, or air transportation? If so, generally describe. No f. How many vehicular trips per day would be generated by the completed project? If known, indicate when peak volumes would occur: Tbe project would generate 42 average daily trips. g. Proposed measures to reduce or control transportation impacts, if any: none proposed 15. Public Services a. Would the project result in an increased need for public services (for example: fire protection, police protection, health care, schools, other)? If so, generally describe: Tbe project will result In an increased need for all public services. 9 b. Proposed measures to reduce or control direct impacts on public services, if any: Increased tax base pays for setvices. Parks, fire, sewer and storm water mitigation fees will also be paid. 16. Utilities a. Circle utilities currently available at the site: electricity. natural gas, water. refuse service, telephone, sanitary sewer, septic system, other. 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. Sewer-SOos Creek Sewer District Water-SOos Creek Water District Public Acce.u -King County Power and Natural Gas -Puget Sound Energy Phone -Qwest Cable Television -Comcast Internet Acce.u -Comcast C. SIGNATURE The above answers are true and c plete to the best of my knowledge. I understand that the lead agency is relt , ,· to make a decision. Signature: -~ ~ >// Name Printed: '(' //ffi 1t5, Date Submitted: ij3a/.2.&&?;:; 10 ... ' tQ King County Department of Development and Environmental Services 900 Oakesdale Avenue Southwest Renton, WA 98057-5212 206-296-6600 TTY 206-296-7217 www.metrokc.gov March 28, 2008 Neil Watts, Development Services City of Renton 1055 South Grady Way Renton, WA 98057 4-2,s-4~ 72-'olo- 4-2,s-Lf 30 · 7 30D ~ RE: Preliminary Approval for Short Subdivision No. -L06S0D43 / Ophus Dear: Mr. Watts: The Land Use Services Division (LUSD) has completed review of the short1subdivision application captioned above. This review determined the proposed short subdivision can comply with the King County Land Segregation Code (Title 19A), Zoning Code (Title 21A), and other applicable codes as specified in King County Code (K.C.C.) 19A.08.D60. The Land Use Services Division of ODES recommends the short subdivision be granted preliminary approval subject to the conditions contained within the attached report and recommendation. Enclosed are the following: • • • • * Draft Notice of Decision * Report and Recommendations * Labels for Parties of record and 500 foot radius list Customer Information Bulletin 25 (you may wish to forward this to the applicant with a decision to grant preliminary approval) These documents will also be electronically forwarded. to the City. Please notify the project manager if you want the file transferred to your office for further review. If you have any questions regarding this file, please contact Kim Claussen, Project Manager, at 206-296-7167 or by e-mail at kim.claussen@kingcounty.gov and Curt Foster, P.E., Senior Engineer at (206) 296-7106 or by e-mail at curt.foster@kingcounty.gov. • L06S0043 Letter to Renton March 28, 2008 Page 2 Please forward a copy of the City's decision, confirmation as to whether any appeals were filed with the City, and a copy of any subsequent appeal decision regarding this short plat to the assigned Project Manager referenced above, when your review and process is completed. Sincerely, • 1'~~~ Lisa Dinsmore, Supervisor Current Planning Section, Land Use Services Division Enclosures cc: Jennifer Henning, City of Renton, 1055 South Grady Way, Renton, WA 98057 Kim Claussen, Project Manager Ill. LUSD, DDES Curt Foster, P.E., Senior Engineer, LUSD, DDES Gough Development, Ophus Property LLC, ATTN: Tom Gough, 3002 South Walker Street, Seattle, WA 98144 John Tamburelli, 646 SW 1341 " St., Burien, WA 98146 King County DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES LAND USE SERVICES DIVISION 900 Oakesdale Avenue Southwest Renton, WA 98057-5212 March 28, 2008 REPORT AND RECOMMENDATION SHORT SUBDIVISION File No. L06S0043 Ophus Short Plat A DESCRIPTION OF THE PROPOSED SHORT SUBDIVISION: Proposed is a short subdivision of a 2.05 acre parcel (89,156 square feet) zoned R-6 into 6 lots, lots range from 3,839 square feet to 7,050 square feet in size. The existing house, accessory dwelling and sheds on Lots 2-5 will be removed in order to construct new single family dwelling on each lot. The proposed density is 5.6 dwellings per acre (6 units X 1.08 net acres). The most recent short plat revision was received January 10, 2008. The lot count was reduced from 7 down to 6 lots, the recreation tract and critical areas tract were revised, and a future cul-de- sac was added fronting lots 3 and 4 on proposed SE. 176'h Pl. Refer to Attachment 1 for a copy of the revised short plat map. B. GENERAL INFORMATION: Owner/Applicant: Ophus Property LLC 3002 South Walker Street Seattle, WA 98144 Contact: John Tamburelli Phone: 206-920-2220 Location: Located at the northeast corner of 1181h Avenue SE STR: Zoning: Acreage: Number of Lots: Density: Lot Size: Proposed Use: Sewage Disposal: Water Supply: Fire District: School District: and SE 176th Pl. (if extended), 17644 1181h Ave SE, Renton 33-23-05 Parcel# 6196600440 R-6 2.05 gross acres/1.08 net acres (46,891 square feet) 6 lots 5.6 du/ac Range from 3,839 square feet to 8,544 square feet Single-family detached dwellings Soos Creek Water And Sewer District Soos Creek Water And Sewer District Fire District# 40 Renton School District Application Date: 07/11/2006 Date Determined Complete: 10/26/2006 C. ANNEXATION TO RENTON: On November 6, 2007, the voters of Renton's Potential Annexation Area known as the "Benson Hill Communities Potential Annexation Area approved a proposition to annex to the City of Renton. Effective March 1, 2008, the City approved an ordinance to accept the annexation area and all local governmental land use authority and jurisdiction with respect to the Annexation Area transferred from the County to the City upon the effective date. The City and D. the County approved execution of an lnterlocal Agreement relating to the Annexation Area for the purpose of in part establishing the process and authority for discretionary decisions with respect to land use and permitting from and after the date of annexation. Therefore under the provisions of Section 2.3 of the agreement, the County has prepared this report and recommendation to the City's designated decision-maker for a final decision. The City is responsible for scheduling, providing notice, conducting any appeals hearing and making any final decision this application. County staff will attend an appeals hearing to testify with respect to analysis set forth in the County's report and recommendation if the application is appealed. NATURAL ENVIRONMENT 1. Topography: The property slopes from elevation 450, west down to the east 1/3 where there is a broad swale at elevation 406, then the property rises to 416 at the northeast corner. 2. Soils: The following soils are found on this site per King County Soil Survey: AgB -Alderwood gravely, sandy loam; 0-6% slopes. Runoff is slow and the erosion hazard is slight. This soil type has a moderate limitation for low building foundations due to a seasonally high water table and severe limitations for septic tank filter fields due to very slow permeability in the substratum. Age -Alderwood gravely, sandy loam; 6-15% slopes. Runoff is slow to medium and the hazard of erosion is moderate. This soil has a moderate limitation for foundations, due to a seasonally high water table and slope. It has a severe limitation for septic tank filter fields due to very slow permeability in the substratum. 3. Wetland/streams: According to the King County Sensitive Areas Folio, both a wetland and stream are present on the far end of the site. A wetland and stream report was prepared by EDAW dated 4/2005, then a subsequent report was prepared by AlderNW, dated 3/26/2007 and later on 10/30/2007 AlderNW provided a further updated report. The report indicates that there is a wetland on the east 1/3 approximately 4,200 square feet extending beyond property boundaries both north and south of the site and the seasonal stream is also within this corridor. The wetland buffer required is greater than the stream buffer and therefore the wetland buffer is controlling. With enhancement to the wetland, the 100' wide wetland buffer w 4. Vegetation: This site is primarily covered in grass and ornamental shrubbery on the west half and the east half is wooded in a natural state. The short plat topography survey plan dated 6/13/06 identifies the location and size of significant trees and smaller trees on site. 5. Wildlife: Small birds and animals likely visit this site; however, their population and species are limited due to nearby development. No threatened or endangered species are known to exist on or near the property. 6. Mapped Critical Areas: The Sensitive Areas Folio identifies that there is a wetland and stream on this site. E. DESIGN FEATURES 1. Density, Lot Pattern, Comprehensive & Community Plan: The density for this proposal will yield 5.6 dwelling units per acre. The net density calculation excludes the wetland area and recreation/drainage area of the site. The lots as proposed include the square footage as follows: Lot 1 Lot 2 Lot 3 3,839 square feet 4,071 square feet 4,173 square feet Lot 4 Lot 5 Lot 6 6,340 square feet 6, 350 square feet 7,050 square feet Lots range from 40 feet in width to 50 feet in width. The property is in the Soos Creek Community Planning Area. The immediate surrounding neighborhood is in transition from a low density rural area to an urbanized area with medium Report & Recommendation L06S0043 March 28, 2008 Page 2 of 1 o density residential development. 2. Access/Roadway: The six lot short plat is located on the east side of 118th Ave. SE, an urban neighborhood collector, which is currently improved with a rural shoulder-type section. The proposal is to upgrade the frontage with curbs and sidewalks. The proposed on-site access road (SE 176th Pl.) will be improved as an urban minor access street (less than 150 feet long without a cul-de-sac). The road alignment is necessary to provide a possible connection to the neighboring property to the south. 3. Traffic Generation: It is expected that approximately 50 additional vehicle trips per day will be generated with development of five additional homes. The calculations includes service vehicles (i.e., mail delivery, garbage pick-up, school bus) which may currently serve this neighborhood, as well as work trips, shopping, etc. With the existing home 10 vehicle trips are calculated as currently using local roads. 4. Adequacy of Arterial Roads: This proposal has been reviewed under the criteria in King County Code 14. 70, Transportation Concurrency Management; 14.80, Intersection Standards; and King County Code 14.75; Mitigation Payment System. a. King County Code 14.70 -Transportation Concurrency Management: The Transportation Certificate of Concurrency dated January 10, 2006, indicates that transportation improvements or strategies will be in place at the time of development, or that a financial commitment is in place to complete the improvements or strategies within six (6) years, according to RCW 36. 70A.070(6). b. King County Code 14:80 -Intersection Standards: The traffic generated by this subdivision falls below the threshold requiring mitigation. c. King County Code 14. 75 -Mitigation Payment System: (MPS) requires the payment of a traffic impact mitigation fee (MPS fee) and an administration fee for each single-family residential lot or unit created. MPS fees are determined by the zone in which the site is located. This site is in Zone 342 per the MPS/Quarter section list. MPS fees may be paid at the time of final plat recording, or deferred until building permits are issued. The amount of the fee will be determined by the applicable fee ordinance at the time the fee is collected; currently the fee is $3,765. 5. Drainage: The western two thirds of the site slopes away from 1181h Avenue SE toward the east, to a natural wetland/swale that cuts the property diagonally in a southeasterly direction. The northeastern corner of the lot drains back toward the wetland. The wetland drains to the southeast and eventually to Soos Creek. The eastern half of parcel is proposed to be a critical area and drainage facility tract. The development lots are located on the western half of the property. This project is in the conservation flow control area and because the downstream drainage path ultimately goes through a sphagnum bog, it is subject to the sphagnum bog water quality menu. 6. School: This short plat has been reviewed under RCW 58.17.110 and KCC 21A.28 a. School Facilities: The subject subdivision will be served by Benson Hill Elementary, Nelson Middle and Lindberg Senior High School. b. School Impact Fees: Renton School District does not impose an impact fee per lot to fund school system improvements within this district. c. The School District busses the middle school students. The nearest bus stop is at 120'h Ave SE and Petrovitsky Road. Elementary and high school students currently walk to schools. It is noted that the elementary school is over 1 mile from the property. Safe walking paths for children to the stop and schools are provided along routes with sidewalks and/or road shoulders 5 feet or more in width, except that there are "spots" along 116'h Ave SE (the elementary school route) where the shoulder is 2-3 feet in width. 7. Parks and Recreation Space: KCC 21A.14 requires subdivisions in the UR and R zone classifications to either provide on-site recreation space or pay a fee to the Parks Division for establishment and maintenance of neighborhood parks. At this time the applicant is proposing to provide suitable recreation space east of Lot 6. The recreation tract, "Tract B" will also serve as a tract for the proposed drainage vault. Report & Recommendation L06S0043 March 28, 2008 Page 3 of 10 The Subdivision Technical Committee concurs with the applicant's proposal. KCC 21A.14190 requires subdivisions to provide tot/children play areas within the 10.453 s.f. recreation space on site. A 400 square-foot play area with a tot lot or age appropriate play equipment is required. 8. Utilities: Sewage Disposal: The applicant proposes to serve the subject subdivision by means of a public sewer system managed by the Soos Creek Water & Sewer District. Initially, the sewer main was to run either east to the wetland buffer edge and then north or continue east through the wetland. Subsequently the sewer route design was revised to connect to the sewer main north on 1181 h Ave SE and then to flow north in the main within the street right of way. Water Supply: The applicant proposes to serve the subject subdivision with a public water supply and distribution system managed by the Soos Creek Water and Sewer District with a 6" main, replacing existing main for 480 feet. 9. Fire Engineering: This proposal is consistent with KCC 21 A.28.130 standards for adequate fire protection. This project is located within the urban growth area. In accordance with KCC 20.44.080, no unusual circumstances related to the site or proposal have been found that result in adverse environmental impacts relating to fire protection that are not addressed by applicable regulations. The certificate of water availability submitted indicates that the minimum required fire flow of 1,000 gpm is available at the nearest fire hydrant 55 feet from the site. Any future residences constructed on Lots 3 through 6 must be sprinkled (NFPA 13D) due to inadequate fire apparatus access. The International Fire Code (IFC) requires all portions of the exterior walls (at grade) of the structures to be within 150 feet (as a person would walk via an approved route around the buildings) from approved fire apparatus access. Approved access is a minimum 20-foot wide (unobstructed) driving surface that is not over 150 feet in length if dead-end. Parked vehicles are an obstruction. The sprinkler requirement can be removed from lots 3 through 6 if the finished roadway driving surface is at least 28 feet wide, curb-to-curb, and the Fire Marshal designates one side of SE 1761 h Place (within the short plat) as a fire lane. A formal request to King County Fire Engineering has to be initiated to accomplish this. The fire lane will have to be marked/signed in accordance with requirements outlined in Title 17 of the King County Code, and a covenant requiring the property owners to maintain the fire lane on the public roadway will have to be recorded. Because portions of the exterior walls of any residence constructed on lot 6 will be more than 150 feet (as a person would walk around it from approved fire apparatus access (unobstructed 20-foot wide driving surface) it will not be possible to remove the sprinkler requirement from lot 6. F. SEPA THRESHOLD DETERMINATION: The initial submittal included establishment of an easement and construction of a sewer utility line which was to cross over the wetland on the east portion of the property. Subsequently, the project was revised. Both the easement and construction of the sewer line has been relocated to a totally different location away from the wetland. Therefore, under the provisions of the State Environmental Policy Act (SEPA), RCW 43.2C, the responsible official of the Land Use Services Division (LUSD) determined that the revised short plat request is exempt from SEPA G. COMMENTS RECEIVED No comments were received from the local residents of the neighborhood. Report & Recommendation L06S0043 March 28, 2008 Page 4 of 10 H. FINDINGS/CONCLUSIONS I. The subject subdivision will comply with the goals and objectives of the King County Comprehensive Plan and will comply with the requirements of the Subdivision and Zoning Codes and other official land use controls of King County (i.e. 1993 King County Road Standards, 2005 Surface Water Design Manual, etc.), based upon the conditions for final short plat approval. RECOMMENDATION King County recommends that proposed Short Plat File No. L06S0043 with the revised plan received January 10, 2008 and described by Attachment 1 of this report be GRANTED PRELIMINARY APPROVAL; subject to the following conditions which must met prior to final approval: 1. KCC Title 19A-Compliance with Final Short Subdivision Requirements a. This short plat shall comply with all of the Land Segregation provisions of King County Code (KCC) Title 19A. b. The final short subdivision recording documents must be prepared by a professional land surveyor, licensed in the State of Washington. These documents shall comply with the conditions of approval listed in this letter. c. The final review process must be completed prior to the recording of the short subdivision or the sale of any lots contained within. The Department of Development and Environmental Services (DOES) strongly recommends that the Final Short Plat review package be submitted to the department at least one year prior to the expiration date of the preliminary approval letter. d. All persons having an ownership interest in the subject property shall sign on the face of the final short subdivision. e. All utilities within proposed rights-of-way must be included within a franchise approved by the King County Council prior to final short plat recording. f. Prior to recording KCC 19A.08.160 requires that the following site work is completed: 1) Drainage facilities and erosion control measures are consistent with K.C.C. 9.04.090; 2) Water mains and hydrants (if required) are installed and fire flow available; 3) Grading as necessary so that all lots are accessible by passenger vehicle; 4) Specific site improvements are completed that are required and conditioned prior to plat recording or required to remove any safety hazard; 5) Undeveloped critical areas are delineated. 2. Access Requirements (Title 14 KCC) 1993 King County Road Standards (KCRS) Roadway improvements are required to address access requirements and impacts to existing roads and right-of-way. All construction and upgrading of public and private roads shall be done in accordance with the 1993 King County Road Standards established and adopted by Ordinance No. 11187, as amended (KCRS). The proposed short subdivision shall comply with the KCRS including the following requirements, unless otherwise approved by ODES: The extent of improvements (conditioned below) requires submittal of engineering plan and profiles and appropriate review fees. Plans shall be prepared and stamped by a professional engineer licensed in the State of Washington and contain the applicable elements outlined in KCRS and/or the 2005 Surface Water Design Manual (see Section 2.2.2). Please note that the applicant should submit the plans a minimum of one year prior to the preliminary approval expiration date. a. The 118th Avenue SE frontage shall be improved to the urban neighborhood collector standard, including curbs and sidewalks (2.03). No access shall be permitted to 118th Avenue SE from the lots that abut it. A note to this effect shall be placed on the final recorded short plat. b. Tract A shall be improved as a private joint use driveway (JUD) serving Lots 5 and 6. These lots shall have undivided ownership of the tract and be responsible for its Report & Recommendation L06S0043 Page 5 of 10 March 28, 2008 maintenance. As specified in KCRS 3.01 C, the driving surface shall be paved 18-feet in width (tract width 20 feet) and have a minimum tract length of 20-feet from the right-of-way. Please look under DOES application packets at www.metrokc.gov/ddes/forms for detailed information on driveway connections. c. For intersections with neighborhood collectors or arterials, the minimum entering site distance shall be provided and verified (2.13 KCRS). Street illumination shall be provided at intersections with arterials in accordance with KCRS 5.05. d. The on-site access road (SE 176 1 h Place) shall be constructed (as shown on the conceptual plan dated 1-8-2008) so that future access to the parcels to the south is not precluded. SE 176 1h Place may be constructed as a subaccess half street with the curb along its north side (KCRS 2.07). Additionally, it shall be dedicated to King County at final recording. Modifications to the above road improvement conditions may be considered by King County pursuant to the variance procedures in KCRS 1.08. Any request for a road variance shall be submitted to ODES on the appropriate form and with the minimum fee deposit. Other engineering details that may be shown on the preliminary site plan with the exception of the above may not have been reviewed for compliance with KCRS. If differences exist, the final design shall be modified to meet KCRS. 3. Surface Water Management and Control (Title 9 KCC) 2005 King County Surface Water Design Manual (SWDM) FULL DRAINAGE REVIEW Final short plat approval shall require full compliance with the drainage provisions set forth in King County Code (KCC) 9.04. Compliance may result in reducing the number and/or location of lots as shown on the preliminary approved plat. Preliminary review has identified the following conditions of approval, which represent portions of the drainage requirements. All other applicable requirements in KCC 9.04 and the SWDM must also be satisfied during engineering and final review. a. Drainage plans and analysis shall comply with the 2005 SWDM. DOES approval of the drainage and roadway plans is required prior to any construction. b. Standard plan notes and a construction sequence as specified in the SWDM shall be shown on the engineering plans (Reference Section 78). c. As required in Chapter 2 of the drainage manual, a storm water pollution prevention and spill (SWPPS) plan shall be included with the project engineering plans. d. To implement the required Best Management Practices (BMP) for treatment of storm water, the final engineering plans and technical information report (TIR) shall clearly demonstrate compliance with all applicable design standards. As described in Chapter 5 of the drainage manual, a subdivision project may implement the required BMPs or defer the BMP requirements until future review of building permits. In either case, the final engineering plans shall clearly indicate the applicable BMP standards and requirements for implementation on the recorded plat. Any proposed clearing and grading of the site shall also comply with the soil amendment requirements in KCC 16.82.100. e. A proposal to implement the required BMPs for development of the subdivision and to receive credit in sizing the flow control facility should be included with the engineering submittal. The engineering plans and technical information report shall provide all required design standards and procedures for implementing the BMPs when applied. During engineering review, the applicant may also choose alternative designs for best management practices as allowed by the SWDM. The final recorded plat shall include covenants, easements, notes, and other details to implement the BMP's for site development when applied f. Storm water facilities shall be designed using the KCRTS Conservation flow control standard. Water quality facilities shall also be provided using the sphagnum bog protection menu. The size of the proposed drainage tracts may have to increase to accommodate the required detention storage volumes and water quality facilities. All runoff control facilities shall be located in a separate tract and dedicated to King County unless Report & Recommendation L06S0043 March 28, 2008 Page 6 of 10 portions of the drainage tract are used for recreation space in accordance with KCC 21A.14.180. g. If the storm water BMP's are deferred until building permit review, the following note shall be shown on the final recorded plat: "Permit applications for buildings or other improvements constructed on lots created by this subdivision must be reviewed by King County for compliance with Best Management Practices (BMP's) and other applicable drainage standards as specified in the SWDM. As determined by King County, the permit applicant for each lot must prepare a drainage site plan with procedures for design and maintenance details, and record a declaration of covenant and grant of easement for implementation of the BMPs. " DRAINAGE ADJUSTMENTS Consistent with authority and procedures outlined in Chapter 1.4 of the SWDM, adjustments to any of the above requirements may be considered. Adjustments shall be submitted to DOES on the appropriate form and with the minimum fee deposit. 4. Site Improvement Inspections, Fees and Financial Guarantees (Title 19 & 27 KCC) This short plat was conditioned to construct/reconstruct road access/right-of-way improvements and/or drainage facilities. Approved engineering plans, inspection fee and applicable financial guarantees are required prior to either starting construction or recording this short plat. At the time of engineering plan approval, you will be notified of the fee amount that will be required to inspect construction and the amount shall be deposited with ODES and of the financial guarantee amount(s) required prior to scheduling of the pre-construction meeting. Please note that the pre-construction meeting is mandatory prior to the start of any work (including site clearing) or the recording of the short plat 5.. Health (KCC 13) This project is exempt from further King County Heath Department review. However, if improvements are required from the Sewer and/or the Water District, then verification shall be required from said District(s) that the improvements have been bonded and/or installed, prior to final recording of the short plat. 6. Building and Construction Standards (Title 16) a. The applicant shall comply with all applicable provisions of KCC 16.82. (grading). b. The applicant shall demonstrate compliance with KCC 16.82.180 C (open space) requirements at engineering and final short plat. c. To implement K.C.C. 16.82 which applies to the site, a detailed tree retention plan shall be submitted with the engineering plans for the subject plat. The tree retention plan and engineering plans shall be consistent with the requirements of K.C.C. 16.82. Flagging and temporary fencing of trees to be retained shall be provided, consistent with K.C.C. 16.82. The placement of impervious surfaces, fill material, excavation work, or the storage of construction materials is prohibited within the fenced areas around preserved trees, except for grading work permitted pursuant to K.C.C. 16.82. 7. Fire Code (KCC 17) Section 902 of the 1997 Edition of Uniform Fire Code The applicant must obtain the approval of the King County Fire Protection Engineer. Any future residences constructed within this short plat must be sprinklered (NFPA 130), unless fire access, hydrant, water main and fire flow standards of Chapter 17.08 of the King County Code. are eliminated and the requirements are removed by the King County Fire Marshal. 8. Zoning Code (KCC 21A) a. Density and Dimensions (KCC 21A.12) All lots shall meet the dimensions requirements of the R-6 zone classification or shall be as shown on the face of the approved preliminary short subdivision, whichever is larger. Density requirements will be applied to each lot in conjunction with future building permit(s) Report & Recommendation L06S0043 March 28, 2008 Page 7 of 10 Minor revisions to the short subdivision, which do not result in substantial changes and/or do not create additional lots, may be approved at the discretion of the Department of Development and Environmental Services. b. Prior to final recording, the existing structures on proposed Lots 2, 3, 4 and 5 shall be removed. c. Street Trees (KCC 21 A.16) Street trees shall be provided as follows (per KCRS 5.03 and KCC 21A.16.050): 1. Trees shall be planted at a rate of one tree for every 40 feet of frontage along all roads. Spacing may be modified to accommodate sight distance requirements for driveways and intersections. ii. Trees shall be located within the street right-of-way and planted in accordance with Drawing No. 5-009 of the 1993 King County Road Standards, unless King County Department of Transportation determines that trees should not be located in the street right-of-way. iii. If King County determines that the required street trees should not be located within the right-of-way, they shall be located no more than 20 feet from the street right-of-way line. iv. The trees shall be owned and maintained by the abutting lot owners or the homeowners association or other workable organization unless the County has adopted a maintenance program. Ownership and maintenance shall be noted on the face of the final recorded plat. v. The species of trees shall be approved by DOES if located within the right-of-way, and shall not include poplar, cottonwood, soft maples, gum, any fruit-bearing trees, or any other tree or shrub whose roots are likely to obstruct sanitary or storm sewers, or that is not compatible with overhead utility lines. vi. The applicant shall submit a street tree plan and bond quantity sheet for review and approval by ODES prior to engineering plan approval. vii. The applicant shall contact Metro Service Planning at 684-1622 to determine if 118th Ave SE is on a bus route. If 118th Ave SE is a bus route, the street tree plan shall also be reviewed by Metro. viii. The street trees must be installed and inspected, or a performance bond posted prior to recording of the plat. If a performance bond is posted, the street trees must be installed and inspected within one year of recording of the plat. At the time of inspection, if the trees are found to be installed per the approved plan, a maintenance bond must be submitted or the performance bond replaced with a maintenance bond, and held for one year. After one year, the maintenance bond may be released after ODES has completed a second inspection and determined that the trees have been kept healthy and thriving. d. Suitable recreation space shall be provided consistent with the requirements of K.C.C. 21A.14.180 and K.C.C. 21A. 14.190 (i.e., sport court[s], children's play equipment, picnic table[s], benches, etc.). i. A detailed recreation space plan (i.e., location, area calculations, dimensions, landscape specs, equipment specs, etc.) shall be submitted for review and approval by ODES and King County Parks prior to or concurrent with the separate submittal of engineering plans. ii. A performance bond for recreation space improvements shall be posted prior to recording of the plat. 9. Critical Areas (KCC 21A.24) The proposed subdivision shall comply with the Critical Areas Code as outlined in KCC 21A.24. Permanent survey marking, and signs as specified in KCC 21A.24.160 shall also be addressed prior to final plat approval. Temporary marking of sensitive areas and their buffers (e.g., with Report & Recommendation L06S0043 March 28, 2008 Page 8 of 10 bright orange construction fencing) shall be placed on the site and shall remain in place until all construction activities are completed. Preliminary short plat review has identified the following specific requirements which apply to this project. All other applicable requirements from KCC 21A.24 shall also be addressed by the applicant. a. The Category II wetland shall have a 100 foot buffer as measured from the wetland edge. This buffer maybe reduced to 75 feet as shown on the preliminary plat plan provided the remaining buffer is enhanced to County standards. A buffer enhancement plan will be required during engineering review. b. The wetlands and buffer shall be placed in Critical Area Tracts (CAT) for long term protection. A four foot high split railed fence or similar shall be installed along the CAT boundary. Critical Area signs shall be installed on or near the fence. c. A 15' building set back line (BSBL) is required from the edge of Critical Area Tracts and shall be shown on all affected lots. d. Prior to construction or clearing activities on site the CAT boundaries shall be clearly marked with orange construction fencing or similar, and shown on the engineering plans. The fencing shall remain in place until all clearing or construction is completed. e. The engineering plans shall be submitted and reviewed by Critical Areas Staff. The following note shall be shown on the final engineering plan and recorded plat: RESTRICTIONS FOR CCRITICAL AREA TRACTS AND SENSITIVE AREAS AND BUFFERS Dedication of a sensitive area tract/sensitive area and buffer conveys to the public a beneficial interest in the land within the tract/sensitive area and buffer. This interest includes the preservation of native vegetation for all purposes that benefit the public health, safety and welfare, including control of surface water and erosion, maintenance of slope stability, and protection of plant and animal habitat. The critical area tract/ critical area and buffer imposes upon all present and future owners and occupiers of the land subject to the tract/ critical area and buffer the obligation, enforceable on behalf of the public by King County, to leave undisturbed all trees and other vegetation within the tract/ critical area and buffer. The vegetation within the tract/sensitive area and buffer may not be cut, pruned, covered by fill, removed or damaged without approval in writing from the King County Department of Development and Environmental Services or its successor agency, unless otherwise provided by law. The common boundary between the tract/ critical area and buffer and the area of development activity must be marked or otherwise flagged to the satisfaction of King County prior to any clearing, grading, building construction or other development activity on a lot subject to the critical area tract/sensitive area and buffer. The required marking or flagging shall remain in place until all development proposal activities in the vicinity of the critical area are completed. No building foundations are allowed beyond the required 15-foot building setback line, unless otherwise provided by law. 10. Road Mitigation Payment System The applicant or subsequent owner shall comply with Road Mitigation Payment System (MPS), King County Code 14.75, by paying the required MPS fee and administration fee as determined by King County Department of Transportation. The applicant has an option to either: a. Pay the MPS fee at final short plat recording, or (b.) pay the MPS fee at the time of building permit issuance. If the first option is chosen, the fee paid shall be the fee in effect at the time of short plat application and a note shall be placed on the face of the short plat that reads, "All fees required by King County code 14.75, Mitigation Payment System (MPS) have been paid." If the second option is chosen, the fee paid shall be the amount in effect as of the date of the building permit application. Report & Recommendation L06S0043 March 28, 2008 Page 9 of 10 11. A homeowner's association or other workable organization shall be established to the satisfaction of DDES which provides for the ownership and continued maintenance of the open space and/or sensitive area tract(s). OTHER CONSIDERATIONS A. Preliminary approval of this application does not limit the applicant's responsibility to obtain any required permit or license from the State or other regulatory body. This may include, but not be limited to, obtaining a forest practice permit, an HPA permit, building permits, and other types of entitlements as necessitated by circumstances. B. Development of the subject property may require registration with the Washington State Department of Licensing, Real Estate Division. PARTIES AND PERSONS OF INTEREST Lisa Dinsmore, Current Planning Supervisor, Current Planning Section, LUSD Kim Claussen, PPM Ill, Current Planning Section, LUSD Karen Scharer, PPM II, Current Planning Section, LUSD Jim Sanders, P.E., Development Engineer, Engineering Review Section, LUSD Curt Foster, Senior Engineer, Engineering Review Section, LUSD Mark Follmer, Preliminary Review Engineer, Engineering Review Section, LUSD Kris, Langley, KC DOT Road Services Division MS: KSC-Tr-0222 Kelly Whiting, KC DOT Road Services Division MS: KSC • Tr-0231 GOUGH DEVELOPMENTOphus Property LLC, ATTN: Tom Gough, 3002 South Walker Street, Seattle, WA 98144 John Tamburelli, 646 SW 134'h St., Burien, WA 98146 Offe Darrell, 13932 SE 159TH PL, Renton, WA 98058 Maynard J & Jennifer Byers, PO BOX 60213, Renton, WA 98058 Jennifer Ophus, 17644 118TH AVE SE, Renton, WA 98055 Attn Charlotte Vanlaningham, 1201 Monster Rd Sw #320, Renton, WA 98055 Report & Recommendation L06S0043 March 28, 2008 Page 10 of 10 a: w ., :!: :, z w .J IL w Cl 0 u 0 w " "' w "' I: :, z 1-u w -0 "' 0. ® King county Department of Development and Environmental Services 900 Oakesdale A\'enueSouthwest Remon, \"A 98055~1219 MEMORANDUM FROM: Site Investigator. BrnJ CH ESH I El<, Date I I · 3 · Cc, Pl 12\.D I I · I · (o TO: Engineer ~LLHE)<. (!<SO\~ RE: Field Check Observations I. PROJECT NUMBER/ NAME l DCoSOOL\3 / OPHVS r . Address I Location ! -::ZCo Y Y I [ BTH A\/E St Related Project# / Name A Oc=:._,5,,,.,__.P_..)_t:_,I_.Z....._l _,_h...,_ ______________ _ Thomas Map Page (new) 0 5&) {o8&:, __ Thomas Guide Page (old) _______ _ I 2. SYNOPSIS OF PROPOSAi. LDTS FLDv0 ffi(\_l1)20L Ll:±DA 0S, ____ _ WATER QUALITY !?Ast C 3. SIERRA FILE INFORMATION Parcel#(s) (o\q(o(oOOL/40 S-T-R ti_L0 33. 23 ·6S Kroll Map Ca CS W Acres I Feet' 2. bro A Current Zoning _ _.Q=--_,,LD"""------ Community Plan s oos,,,,·'---_,,C=f?_,,.CT)(=.b='---------------- Comprehensive Plan _,,Uc.,mu...,~----·---------------- Limited Text Entry-------------------------- PAGE I 4, SENSITIVE AREAS INFORMATION MAP FOLIO PAGE# SITECONTAJNS SITE ABUTS YES NO YES NO COMMENTS • Wetlands ___ IZJ D 121 D Wetland# _____ Wetland Class ---~Drainage Basin -------- Sub Basin ____________________ Critical Basin? [I] [[] • Streams ____ IZJ D 121 D Stream Class ____ _ Stream Name---------------- • I 00-year Floodplain _0 (ZJ ____ 0 1ZJ • Erosion Hazard __ 0 IZJ ____ 0 lZJ • Landslide Hazard _o [2J_O JZJ • Seismic Hazard __ 0 [ZJ __ 0 121 • Coal Mine Hazard _0 [ZI ____ 0 0 • Other known SA's _o D _o D Class I or 2 Stream or Class I Wetland within one mile downstream of project site? YES ' SCOS C12EEK (oOO A2.oM SITE. FEMA FIRM number ________________ In FEMA Floodplain? [I] [[] Soils Mapped 'Aa B, Ag c.. Map# ~I~' --- Best available Topographical Map 61 S LI 01\J:?. USq S f't '2. S 5, SITE DESCRIPTION MATCHES T.I.R. DESCRIPTION! Jl:±E 12&-IZruGuVs:J<' Sdl\:J?ED 2.0~ Acl<E SJJE H-AS A 1musE, oLDEQ vAUQ..se tID,J,Sl:; AND ) SHED ASSCV)y18\.lT" 4J :D:\:lS UPPE[2, W8ST PDIZilOW ACCf3Sffi Of \\Sln /t\JE SE \JIA 6~EL Di?-t\JE :ntE SCCS SUJ?ES HlwLY :ID EAST 01-1 Tl-H;; \JJ 1/3. SWPES • I 1-'\o~, :JD 1:2\ST Q...\ 111 S H10DL0 l/3 l'sND , I PAGE. 1 <S. EXISTING SITE FEATURES Un~apped Sensitive Areas: 'vb5SI i3L£ AmrnWA L-WJ:T\..t5:NDS EAST DE 5Q2'..0w\ -~c_w /\JJJIT I t:,l I ow oPf;~ Mfh I Soils types seen and evidence of soil movement, slides, slumps, erosion, or deposition: ------- t:,10 :z:Cj I , HC>Jt:fMQIT 55E}.J GroundCover: LAWlJ 1 6LAc.\'.'..-Bt;T-eY 1 \JityE, HA'PLB, 8Ltv1A0,E 1 IVY, D£2f1::0/J bJ2.Af?E 1 ft?e:NS, ::J:lZE:ES (nLCJZ.,, .) hJvf) \JJSTL \JU, Existing Utilities (hydrants, signs, poles, etc.) shown on site plan?_'--',_, =-~---------- Wildlife and habitats: S01'-ifl6\ Q,{)S J \q}ld , • Water Wells: 1::-,.\Q.,l(;; S8k"'--1 Work started on site? _ . .,_l'--l.::e:,,,""-------------------------- Closed depression >5000 foet11 [I) l;lJ Steep slopes? [!) @· ____________ _ 7. DRAINAGE Drainage complaint records SE:£: ~ 6tS Proposal will add >5000tt1 of new impervious surface? (I] II!] Approximate Area ______ _ Proposal will collect and concentrate surface and storm water runoff from an upland and site drainage area of over 5000 tt1 1 (I] (ID Approximate Area ______ _ l Upland Drainage Basin ( draining directly onto site): PP'sDSt 0£ QI 1Lt:I 62c lH "1 J2/bJ8L ects:t) Nc:ectl CE s r:a::: F:wws / exzc:::0i;::s Ctf1h.JWF1--:nt::ec'Ll§tl i On-site Drainage: ---=s'-'1_,TE......___,S""Lc:P'"°"i_...8,c.,S.,,,1-/ ..:Dc,:.1? .... :ro..>.J.J.Cw,..__s.__ .. E;;A.,._,_sr:=-c_~, =D~~uJeIL~~=f:v..J~~P~--- Downstream Drainage (minimum I /4 mile distance): LOEJ]A}J.Q how S S E A::ND Tt\:E}J \:S?s:SI 'TD 'D1 R:I i201'SD ts] __ L':t-J b Po-,uff U t-..l. E Au..NE:::j ScQS, C-!;.ED? COf R l!X;('. . Pt LL . A 'S'Ptt:N-X crtuu \'.'..S EJZ. ... ' APi.>,,.;"7D2: :ID f:r?\Vtz \3 £:EN t.:)L-t\XET) Tb µ/l;J µ'.f2Cl I\J µAA AT O CUL\J\:::;~T t-JDT£b 0 TD Drainage Description Matches T.I.R.1 LBJE1, 1. Iµ DIU\ TES. "-)0 l'.', SUE'S A:T l2Q'CQ WO@ 'vD,J.Je:£-u,ur;: -1'-!~S w 6£ @t\:HI 1\18'0 P?eIR1Z, PAGE 3 B, EXISTING ROAD NETWORK On~site Roads f;:, !UNEL D0 0 e: Adjacent Roads I I B1J:I .M.JE SE A:LDf-J6 v0\::"ST @6S OF SQF Closest Transit Stop--------------------------- 8, ESTIMATE OF PROJECT IMPACTS ON SOIL AND WATER !I. ADDITIONAL COMMENTS Bl.,.)f££l2..S F12oM PAGE 4 10 CONSTRUCTION SIGNS WITHIN 500 FEET AND ADJACENT USE I I NUMBER OF PHOTOGRAPHS TAKEN PA GE 5 ATTACHMENT TO MEMORANDUM PROJECT NUMBER: FIELD/OFFICE SKETCH WORK: Drainage systems, features, channels within the upland site plan areas, on the development site, and in the downstream receiving areas: SKETCHED BY: Notes:----------------------------- SCALE lu:;; ---- 0 PA GE 6 Location: [NW-33-23-5 ECT: [L06S0043 tatus: jRET MCI Date: 107 /11 /2006 APPLICANT: jOPHUS PROPERTY LLC Status UiliW• ..£1 Plat Name: !OPHUS 7 LOT SHORT Pl.AT Dem: j7 LOT SHORT Pl.AT Parcel No:1619660-0440 Location: INW-33-23-5 Uy/Zip: Owner /=B-Y=ER~S-~-lA-:t-,N-A~R=D-J_t_J=E-NN-l=FE=R------ Applicant /OPHUS PROPERTY LLC Planner: [KSCH Rev. Engr :IMFOL Occupancy: ~--- Amount Paid: I $23,545.76 Develop: Wednesday, Oct 25, 2006 01 :00 PM Balance Due: [ $0.00 ·~ROAD-RUNNER 4100 -~ROCKEY 4000 DDE MENll % Complete: I 5 Back~top r No.of Lots:17 ,-,,,--- Applied:!07 /11 /2006 Deemed Complete:!_/_/_ Vested:I_/_/_ sEPA(YmJI SEPA TD:/ /_1_1_ Open Hearing:/_/_/_ Decision:L/_/_ El'.pires:L/ _/_ Recorded:!_/_/_ Complete:L/_/_ Last Status Change: [dMl7/2Cl06 Entered by: !TRIPLET TS Date Entered:!071.11/2006 0 0 Ready Ready @ King County ODES Parcel Information Report This report was generated; 10/25/2006 12;36;46 PM Parcel Number: 6196600440 Base Info Parcel Number: 6196600440 Tax Payer: OPHUS JENNIFER K Annexation: N/A Jurisdiction: King County Situs Address: 17644 118TH AVE SE Zip Code: 98058 Postal City Refer-ence Info Tt-e ,nformat1on ,ncluded ,n th,s report has been compiled by King County statt fr-::w1 a variety of sources and is subject to change without not,ce. Kir'g C:c~r·.ty makes no representations or warranties, ex.press or 1mpl1ed, d~ :u :Ile! dCCwracy, completeness, timeliness, or rights to the use of such 1nforr-1d:1on. King County shall not be liable for any general, special, 1nd1r(cct, 1nc1dent<1I, or consequential damages 1nclud1ng1 but not limited to, lost revenues or lost profits resulting from the use or misuse of the ,ntorm,,:,on contained 1n th,s report. Any sale of this report or information on t~,s re::;ort 1s prohibited except by written permission of King County. Plat Name: NORTHWESTERN GARDEN TRACTS DIV NO. 01 Plat Recording Date: N/A Plat Lot: 4 Plat Block: 2 Kroll Page: 605 Thomas Brothers Page: 6561 686 1/4-S-T-R: NW-33-23-5 Lot Area: 89,733 SqFt. (2.06 Acres) Planning Info Zoning: R-6 Comprehensive Land Use: um Assessor's Open Space: N/A Commercial Use: N/A Number of Units: N/A Appraised Land Value: 2005 -$137,000, 2006 -$250,000 Appraised Improvements Value: 2005 -$108,000, 2006 -$82,000 -Administrative District Info Community Plan Area: Soos Creek Unincorporated Area Council: N/A School District: Renton School District 403 Fire District: 0040 Roads MPS Zone: 342 ($3,765) Roads Transportation Concurrency Mitigation Zone: 798, 807 Waterfront: No Water System: WATER DISTRICT Water Service Planning Area: Soos Creek Water and Sewer District Sewer System: PRIVATE Airport Noise Remedy Program: N/A Bald Eagle Flag: N/A Council District: 5 Julia Patterson Drainage Basin: Soos Creek: WRIA 9 Police Jurisdiction: King County Police Precinct: 3 Police District: F3 Snowload Zone: Standard Agricultural Production District: N Page 1 of 2 Forest Production Dlstrict: N Rural Forest Focus Area: N Transfer Development Rights Type: N/A Transfer Development Rights Status: N/A Transfer Development Rights Permit Number: N/A -Inspection Area Info Building Inspection Area: 5-4 Clearing Inspection Area: Jim Ballweber Code Enforcement Inspection Area: Bill Turner ESA Inspection Area: Kathy Newborn Grading Inspection Area: Ramon Locsin Land Use Inspection Area: Tenzing Thinley Sensitive/Critical Area Info Sensitive Areas Notice(s) on Title: None Sensitive Historic Site: None Aquatic Areas Buffer: N Basin Condition: Medium Flow Control Area: Conservation Flow Water Quality: Basic Water Quality Treatment Critical Aquifer Recharge Area: None Area of Potential Wetland Influence: N Page 2 of 2 ~ King County ~ ODES Report on Assessor's Legal Info This report was generated: 10/25/2006 12 37; 13 PM Parcel Number: 6196600440 Legal Description 4 2 NORTHWESTERN GARDEN TRS DIV #1 l re information included in this report has been compiled by King County staff from a Yariety of sources and is subJect to change without notice. K,rg C::iunty makes no repres.entations or warranties, express or 1mpl1ed, cis :o :he accuracy, completeness, timeliness, or rights to the use of such nformat,on. King County shall not be liable for any general, special, ,ndire:ct, incidental, or consequent1c1I damages 1nclud1ng, but not lim,ted to, lost ,e,.enues or lost profits resulting from the use or misuse of the 1nforr11ation contained in this report. Any sale of this report or information or this report 1s prohibited except by written permission of King County. Taxpayer/Mailing Address OPHUS JENNIFER K 17644 118TH AVE SE RENTON WA 98055 Page 1 of 1 ~ ~ King County DDES Permit Information Report This report was generated: 10/25/2006 12:37: 25 PM The ,rformat1on rncluded in this report has been compiled by King County stoff fro--n a variety of sources and 1s subject to change without notice King Cou.1:y makes no representations or warranties, express or 1mpl1ed, as to the accuracy, completeness, timeliness, or rights to the use of such ,nro,n1at·on. King County shall not be loable for any general, special, ,n::J,,ect, nc,dental, or consequential damages including, but not limited to, .ost r0;:venues or lost profits resulting from the use or misuse of the 1nfJr·n.::1t on contained in this report. Any sale of th,s report or information on th,s report is prohibited except by written permission of King County. Parcel Number: 6196600440 Select All I Clear Selection J Switch Selection r-L06S0043 PRE-SP RET /WCI OPHUS / LO l S·iOIZT 6196600440 OPHUS PROPERTY LLC 07/11/2006 PLAT ' A05PM218 PREAPP· MTG-6196600440 OPHUS, JENN[FER 06/17/2005 M HELD 1-E0300746 ENFORCE CLOSED SW SD 6196600440 08/15/2003 ' E9900449 ENFORCE CLOSED PLACING A MORII.E HOME 6196600440 BYERS MAYNAD AND 04/22/1999 ON PROP JENNIFER ' E9501115 ENFORCE CLOSED SUBSTANDARD HOUSING 6196600440 BYERS, MAYNARD AND 09/14/1995 JENNIFER K. Get detailed reQort Page 1 of 1 ~ ~ King County a::::=-~ i041li3-iM Comments Wi¥ltA,M By law this information may not be used for commercial purposes. Assessor Real Proj:iem,;fticords: Taxpayer OPHUS JENNIFER K Parcel Number Account Number Levy Code Tax Year 2006 Tax Status TAXABLE Taxable Value Reason $250,000 Taxable Land Value '6196600440([,, 619660044006 4250 NONE OR UNKNOWN $250,000 Appraised Land Value Appraised Improvement Value $82,000 Taxable Improvement Value $82,000 Taxpayer OPHUS JENNIFER K Tax Year 2007 Tax Status TAXABLE Parcel Number Account Number Levy Code Taxable Value Reason $260,000 Taxable Land Value 619660044006 4250 NONE OR UNKNOWN $260,000 Appraised Land Value Appraised Improvement Value $98,000 Taxable Improvement Value $98,000 Assessor Propertj!] -~-"' -ords: Tip, Use the Recor_ders Offj~~xcise Tax Affiday_its Regor! to see more sales records details Sale Date 3/26/2004 Sale Price $0 Seller Name OPHUS JENNIFER K Buyer Name OPHUS JENNIFER K+MICHAEL J Sale Date 6/13/2003 Sale Price $0 Seller Name BYERS MAYNARD J Buyer Name OPHUS JENNIFER K Sale Date 3/20/1996 Sale Price $75,000 Seller Name RICKETTS WILLIAM E Buyer Name BYERS MAYNARD+JENNIFER K Assessor Parcel Recotds: District Name KING COUNTY Property Name Property RESIDENTIAL Type NORTHWESTERN GARDEN Present Single Family Plat Name TRACTS DIV NO. 01 Use (Res Use/Zone) Plat Block 2 Water WATER Page 1 of3 System DISTRICT Plat Lot 4 Sewer PRIVATE System Lot Area 89,733 SqFt (2.06 acres) Access PUBLIC Section/Township/Range NW 33 23 5 Street PAVED Surface Assessor Legal Des(; H :nBecords: Account Number 619660044006 Ree6rd N~ITJRer .. _ Legal Description 4 2 NORTHWESTERN GARDEN TRS DIV #1 Assessor Residential" ulldlllg Records: Address 17644 118TH AVE SE 98058 Building Grade Low Average Condition Good Bedrooms 2 Year Built 1935 Baths 1 Year Renovated 0 1/2 Baths 0 Total Living SqFt 1292 3/4 Baths 1 1st Floor SqFt 980 Stories 1 Half Floor SqFt 312 Single Story Fireplace 1 2nd Floor Sq Ft 0 Multi Story Fireplace 0 Upper Floor SqFt 0 Free Standing 0 Fireplace Total Basement SqFt 930 Basement Garage SqFt 0 Total Finished Basement 0 Attached Garage SqFt 0 SqFt Finished Basement Grade NONE OR Open Porch SqFt 60 UNKNOWN Daylight Basement y Enclosed Porch SqFt 0 Heat System Forced Air Deck SqFt 0 Heat Source Gas Percent Brick Stone 0 This report was generated: 10/25/2006 12:37:58 PM Related on-line reports: King C.ourrty_(}lS_:_ Property information fAQ ISlrrg County Assessor: Submit a_reql!est to correct this information ODES: Permit Applications Rep_o_rl King_Coun_ty: Districts and D_evelQRment Conditions Ewart King County AssessQ[_eReal ProRerty Report (PDF format requires Acrobat) King County As_s<essor: Quarter Section Map Report (PDF format requires Acrobat) l<Jrig_County_lr_easury Operations: Property Tax lnformatl9_n Page 2 of3 Page I of2 NOTICE: Deeds of trust filed in King County are no longer available on line due to an ordinance passed by the King County council aimed at safeguarding personal information contained in on line documents. Deeds are still available in person at the King County Recorders Office in downtown Seattle. @) King County IE=m lEI!!BI C14fltd4W Recorder's Office CQmments Wi¥1#3,M Records, Elections and Licensing Services Division Department of Executive Services Official Public Records .\'earc/1 Results New Search_ Criteria: Parcel# is 6196600440 Search Results -10 matches Displaying Records 1 to 10 Instrument Book-Date Filed Document Type Name Name Associated Name Name Legal Description Number Page Type Type 199603261259 03/26/1996 WARRANTY DEED RICKETTS R BYERS MAYNARD E LOT 04 BLK 02 \'VIL.LIAM E 6196600440 NORTHWESTERN GARDEN TRACTS DIVNO 1 199803302.573 0313011998 DEED OF TRUST BYERS MAYNARD R FIRST UNION E LOT 04 BLK 02 j HOME EQUITY 6196600440 BANK NORTHWESTERN GARDEN TRACTS DIV 1 19980609131? 06109/1998 DEED OF TRUST BYERS MAYNARD R FIRST UNION E LOT 4 BLK2 J HOME EQUITY 6196600440 BANK NORTHWESTERN GARDEN TRACTS DIV NO 1 200306Q600::!3_54 06/0612003 NOTICE OF BYERS MAYNARD R REGIONAL E NORTHWESTERN TRUSTEE SALE J TRUSTEE GARDEN TRACTS SERVICES CORP DIV NO. 01 TRUSTEE 6196600440 --------·~-----·--- 20030611002774 06111/2003 NOTICE OF BYrns MAYNARD R FIRST UNION E 6196600440 TRUSTEE SALE J HOME EQUITY BANK 20030620002862 06120/2003 QUIT CLAIM DEED BY[RS MAYNARD R OPHUS JENNIFER E NORTHWESTERN J K GARDEN TRACTS DIV NO. 01 6196600440 -----·~---------·- 20040331000273 000 -03/31/2004 QUIT CLAIM DEED OPHUS JENNIFER R OPHUS JENNIFER E LT 4 BLK 2 000 K K NORTHWESTERN GARDEN TRACTS DIV NO. 01 619660- 0440 20050119001866 000 · 01/1912005 DEED OF TRUST OPHUS MICHEAL R BNC MORTGAGE E LT S4 BLK 2 000 J INC NORTHWESTERN GARDEN TRACTS DIV NO. 01 619660- 0440 20051006000999 000 · 1010612005 NOTICE OF NORTHWEST R OPHUS JENNIFER E NORTHWESTERN Index: Status Perm Perm Perm Perm Perm Perm Perm Perm Perm Im ] Ne $C or av on Ne SC or av on }] }] ~ - :ID Ne SC or av on i1 000 TRUSTEE SALE TRUSTEE SERVICES LLC TRUSIEE K 20051201001129 000 · 12/0112005 DISCONTINUANCE NORTHWEST R OPHUS JENNIFER E K 000 OF TRUSTEE SALE TRUSTEE SERVIC[S LLC 8~~q_r.Qers Office Home_P.3,ge) Customer Service Questions Klng County i NewS: ! Se_rv_i~e_s. I Co.rnm.e.nt.s I Search Links to external sites do not constitute endorsements by King County. By visiting this and other King County web pages, you expressly agree to be bound by terms and conditions of the site. The details. Internet Public Access Module Version 3. 1 Copyright z:',) 2001 -2003 Hart lnterCivic, Inc. Al! Rights ReseNed. WebServ2 Page 2 of2 GARDEN TRACTS DIV NO. 01 619660· 0440 NORTHWESTERN Perm .aa1 GARDEN TRACTS DIV NO. 01 619660· 0440 ---------------------- ----------- NW 33-23-05 + @ KING COUNTY DEPARTMENT al A:;scssMENTS -------------------- t.' T I ' ; "i -l 1 •f / ,J 42 :,22 I 301.48 0340 283045 21201 0325 · --Joi.si' )EN ---isoT ... -- _ 2_o'~(?__S _rs~ __ _ 8407030842 OT-l it': 212•H ... _... ISQ.6$ 0320 ------- TRACTS 4241;:f 0300 1.'f ______ _ 042 I 19990920900003 5 l.CJT"· i !. 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"' 0 0 N @ r ~ I /()()NT OLIVET TR ST oj- E 165TH b!fsr ;;; 75TH ST -+ 2ND 3400 SEE ST • CTH Lf!SURE ESTATfS lf/P SEE .f J 1 f'AI ' \ L __ MA PLEWOOD .125 .2,5 .375 .5 RON REGIS PARK ~:,; ;.:: ; i ~ v SE ~ -~ 1 ti ;; 5 6 r,/ 7 149TH f' S£ ..... ~ ""' C 11 "' "'u ~ 1SO Tll ~~ -1-~~ii 14900 -----1-r 1 ~~ miles 1 in. -1900 ft. V> m m ;,<: ...... :z G") n 0 ••• NV<> I a • • • • • •• • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • BASIC WATER-!Q.UALITY I N1791'11ff -~-~-~·--f -·-~ ± A05PM218 2005 SWDM /\/Streets Water Booies Parcels Landsl ide Hazard Drainage Areas E3 Landslide Hazard Drainage Landslide Hazard Area Bogs (2004) BOG DA OWW ! ! .. .. I HPSTIIVYITW"T------~ ; 'r·r -t--L All Other Values Water Quality (2004) Basic ... Sensitive Lake Treatmenl Arc.as .. SE177TH PL = = = i -· I -I I . ~ ;_ ..,-~ONSERVATION FLOW CONTRO~;.J-, \ f I '\ -~-N -Or LHDA'S MAP~E·D ' N O ty Boundaries C ities 0 400 Feet ~~~~ 1·= 500 feet @ King County The informatiori irduded on lhtS map has been conl)iled by t<Jng County staff from a variety of SOl.rces and is subj,ect lo Chan;,1e without oot.ce. King Coun!y m~es no representations ot w.wrarcles, express or lmpli.d, as lo the accuacy, ~eteness, t mel"'°9s. or rights lo lhe use ol such information. K.ng Coumy shall not be ~able fOt err,; general. special, Indirect. irddenlal. 01 GOn!M!lquenllal d.lrnaQ69 (nd,ud11"9. but not !mled to, k)s! l'e\lMUeS or lost P'()l'its resulting from the use or mieYse ol the Informal ion contained on ttiie map AA'/ sale of lh.s map or lnform~hon on thla map ts p-ohibite,d except by wiitleri permission of Kmg! Coon<y Plot date: Jun 27, 2005; \\ddes0011x01\g1s\av_devlprojects\base2.apr \ ..r--1 -i:r, ,r11~r { , I -~~ 'j 17ffiilT ' s ,., Qt :i SE 176TH ST Ill "' .J IU _, "' Ill II, Ill ~ % Ill > Ill Ill ~ "' C "' > I l'I .. _, C ..-o. ~,a{ll¥.Q-r1 ! 1 ~-• 11flH .'I'_ ~r -2t i H 1IOTII ST f-T L) .l ~ IJ -~qmP} ~ Ill l .......,__;_ ~ aa tatJT ST -c;--,..c r7~r --~J L ~ -I r ' Iii I ·~ IE t.lZflP ST I :: r I ...1:.__1 ' SE PETROVITSKY RD t C z ~ ... \ \ _l \ I = I ... ~ • Creek Trall Site + 1 A05PM218 ZONING ,~/Trails a Schools/School Facililies j\/Streets Water Bodies Road Rights-OI-Way Parcels C]Parl<S Zon ing A-1 O • Agricultural, one DU per 10 acres • A-35 -Agricultural, one DU per 35 acres :::a F -Forest M-Mineral RA-2.5 -R'-"31 Area. one DU per 5 acres RA-5 -Rural Area, one DU per 5 acres RA-10-Rural /vea, one DU per 10 acres UR -Urban Reserve, one OU per 5 acres R-1 -Res1denllal, one DU per acre R-4 • Residential. 4 DU per acre R-6 -Residential, 6 OU per acre R-8 -Residential. 8 D U per acre R-12 -Residential. 12 DU per acre R-18 -Residential. 18 DU per acre R-24 • Residential, 24 OU per acre R-48 -Res1dent1al, 48 DU per acre NB -Neighborhood Business • CB -Community Business _ RB -Regional Business •D-Office I -Industrial /\/ City Boundaries Cities 0 500 1000 Feet 1"= 1000 feet @ King County The i nformation Included on lntS map nas been compiled b)' King Coul'lty staff from 1 11 ariiel')' of 90l.l'OM and Is Slb,ecl to change without noUce King County makes no ~esent.tttlON or WWTttnlies. exp-es.s or implied. as to the acc:iJf8C)', corrpeteness. ti mellnfftl. or nghl s lo the use ol auch inform.anon tGng County sh&N not be li!b!e for arr, gener•I. specuil, n:t1ntet, 1rcrderilll, or oonaequenlt31 damtiges rduding, but not lirnted to . lost rewrYJH or Josi prolita n,!Jl.Atng from !he UN or msuse of lhe lnformahon oontained c:n this map AA"J lallJ of lh\.t. map or irtformali:::n j ~~~ map rs proheblled ex~pl by \Millen pemvRion of King Plot date: Jun 27 , 2005; \lddes001\x01\gis\av_dev\pr0jects\base2.ap, f I I ·' ,,. SE 177TH PL ?" ---I II I-L -' , I r Ill ti) ~ I F 1 - t ... t Ill ti) --~ --\\ -l --1 ~ -. ~ -~ --J f ] -. ~ 1 } --X-l ~ --~ -, -r r ~ -l . f 4 Tl__, I -1 i C 1 - ~ . -~ - L · 1 ( J --1 r L, . i ! 1 I _ 1_J_ -=. --. T 1 f ~ l L-~ _!_ J I t r, . . -!If l J L ~ ' t I 1 r-1, r -- ·- . -:_ i -, j / f-L j ~ , r --.J I l ' >---.,_ 1 t ~ J_;( L ,Lt-_[ ' -r l ' r • ' • -~ r ' . . 218 LJ.L ~--r-l ts:, ~ AOSPM \ / ! I ·-, ~ ) ~ CAO Lt-~ 1 Water Colne (WLR) N Streets Wat8f Bodies p-_, kea at Poiential Wetland Influence (2004) .,,.; WIidiife Habitat CO'lservahoo Areas (2004) Parcels '----' Aquatic Areas Buff..-(2004) Critical AqUifer Recharge Areas (2004) 1 ilia 2 3 Basin Conditions (2004) High r..1ed1u m Le,,., N C ,ty Boundanes Cities 0 400 Feet ~~~~ 1"= S00feet ® King County The informal ion 1nduaed on thrs map has been compiled oy King C.ounty staff from a variety of 90\JfCeS and b subJOCI to charioe 'Mthout nol ice Klng County makes no representations or warrm ,&.s. express or imphed. as to the a1XtXacy. compt,eteneM. hmehnMS. or rights to t he use cl such Information. King Couity -9hal1 not be liable lor •rrt 06!'9ral. special, incfqd, inodentel, orco~sal damages inciuding. bl/I rot limiled lo. lost revenues or I~ profrta reSUting from the uee or misuse o( the inform&hon oonta1ned on thftl map Any U. of this fflBIP or information on l his map~ prohibrted e.xcepl by written pemusion of King eou .. y Plot date: Jun 27 , 2005; \lddes001\x01\gts\av_dev\projects\base2.apr ~~ ~~ + ~ IPAL 11111 .. -nD A05PM218 ARTERIALS /\/ Streets Water Bodies Parcels j\/ City Boundaries Cities 1000 2000 3000 4000 Feet 1 "= 3333 feet (® King County The informahon 1nduded on this map has been ~eel by Kjng Coonty staff from ttvarietyof IOU"CM and is 81...i)ieci lo charige 'M'thout rohoe Kmg Coonty mak.es no represenlabcm °' wwr11r'i1ea, 8XPJ"8M or implied, M lo lhe acosacy. completeneN, t1mel 1nesa. or right• to the VM ot such lnformatton King COIJn.ly shl,jl nol ~ l1tlble IOI' any ger-.n.11. ,pee,,.,, rndir..ct, 1rw::id&ntat, a corwequential dam,ges 1ncludlng. bul not limited lo, lost reV90Ufls or lost ?'Clflte resUl1ng trom the ute or rnsullltt of the irlormahcn cont,a'.ned on lhm map My SaMI of lhi:I map Of int'ormation on !his map cs J:r(>hibited except by wntten pet mission of Ki Coo~y Plot date: Jun 27, 2005: \lddes001\x01\gis\av_dev\j)rojects'base2 apr A05PM218 HYDRO/GEO Topo t23r05 5 N 10 Bald Eagle Nests ~ WlldlfeNef\,,oo\ L.I Basins N Streets M~troo m FA-l2p ~2S A/3 ',' u )(':,(' SAO W etland (1998) f'Ll SAO L;indsl1de SAO Cool Mine CSJ SAO Seismic SAO Erosion Water Bodies CJ WLRD Ora nage Complaints Parcels ~ Parcel~~~le Habitat WDFW2 OR TREES 1 WDFW2 OR TREES3 TR EES2 N a1y 0ounc1anes N FEMA Cross S8C1lons C3 FEMA Floocl.vay D FEMA 100-yr. Floodplain Cities 500 1"= 1000 feet 1000 Feet @ King County The lfflormahor, 1rduded on this map hAs been cornpiled b)I Klng County statt from a variety of 90u'ce:R and II suti,ect to change v.ithout notice. King Counly makes no re17&Mn.llitions or warrarttes. express or implied, as to t ne aoc:utaey, eotTl)leteness. llmellnMs. or rigri111o the use of auch informahon. King Coon<y shall nol be lillbie for •rrt general, special, HV;fcrect. 1rcidental. Ot con,equenlia' damega lfldud,ng. but not limited to, lost reverues or k>tt profits resulting from the uae Of misuse of lhe irtormation conlained on lhls map Any sale of lhls map or inlormatJOn ::....-M e· J ~~~maPISJ,'l'ohiMt«lucepl byv.ofittenpemissk>nolKlfc;I Plot date: Jun 27 , 2005; \lddes001\x01\Qis\av_de\/\projects\base2.a pr A05PM218 2002 PHOTO Water Bodies Parcels Aerial Photos • 2002 Oties 0 50 1·= 100 feet 100 Feel @ King County The 1nformtt\lQ('I 1rduded on thtS map has bNn oorr-.,ilecl by King CouNy slaff from a v-1y of 90Ul'C8S and is~ kl c;t,ttr9e without nola King Ca.inly makes no repnisenl ations or warrarties, express °' in,:,1!8d, as 10 lhe 8CCU'acy, complet•ne9:S, llmeUness, or rights to lhe U$lll of a,ch lnfcw mahon. King Col.W'lfy shall not be II~ tor aftY general, spec:1111, indirect. lnc tdertat or eons,equenual damages 1nduding, bu! not Umit..:1 10. lost rev~s °' lost P"ofit:I reSUhng from the use or ml,use of !he irionnalion c:ontnled on this map Airy sale o f t his map or information on l nls map Is prohibited except bywrltten permiMion of Klng County. Plol date· Jun 27, 2005; \\ddes001\x01\gis\av_oevlprojects'base2.apr L06S0043 2005 PHOTO " , ,' ',,' OSUNES N seCLtNES /\/1WPUNES N - W~ta, Bodies Parcels ewes 0 100 Feel ~~~iiiiiiiiiiiiiiiiiiiiii 50 1"• 100 feet ® King County The lntormation Included on this map has bNn COl'T"4)led by King County stsff from a 11#iety °' 90l.l'Cff #\d • llb,ecl to c::haf'Q8 wilhotlt roOoe. Kng Counfy makes no repreeentst.lon9 ot .....-rerlies. e11.preas 0< irT'pNtid. • to tht SXU'«;'f, OOl'T1)lete,..._ limellnMe. « right8 to tM UN d a.ich inlormelkln. King County lhal rot be II.able ror ~rP/ ge~.lpl!Clll.~l~W.or~iaj ianwo-in::il.idi~. but noe tifflit«t to. 1os1 ,...,.....,.,, or w>st plOOts rn.Jtif'lg from tt,e u .. « rrillLN ol lhe lr-tormation cont.r.ed on this "-P-Any Nile d ll'wl: ~o, Wormatlon on tP'a ~p ii p-ohbted -.xcitpl by wnn.n ~rTiNion of Kif9, Courty. Plo1 dale: Oct 25, 2006; \\ddeg()()llx01'(lislav_dev\projec18\base2.apr A05PM218 2002 PHOTO Streets Watet Bodies Par<:eis Ae<ial Photos • 2002 N City Bounoanes Cities 0 1·, 500 feel 400 Feet ® Klr19 County The informeuon ircilJdOCl on lh,s map haS been oompild by King County steff from a v anety of 9CUOM am is ~ 10 ctiange Wllheul notice. Ktng County maket ro r.p"eN,UbOnto<W#fart'itl ex~ .. or~.ed.NIO I,.. aea n cy. C'Offlpeltne.., l'lmehn•n ot nght9 IO tt'ie UM c:A a.ch information K.ng Ccx.n,v et..n noc be l,lb'e tor any oene,rti. 1poc.1M, mirecc. tnctdtnl a . or COOMqutnllel dan'llgeS 1ndud1ng , bJ1 not ht'T'IICeid IO, k* revenues or loat ?"dil• ,..111.1,ing from tne 1.1• « m.9UN o( the IR«rnehon a>nl:alned on thit map Arty Nie Of thi9 mop« lnform.,con on this map III prohibi!.ed except D)' 'Nl"ltlri P«'"mtfliOn of K, Courly. Plot <late: Jun 27. 2005, l\ddes0011><01\gls\av_(l&.l\jlf0jecl&lbase2 apr L06S0043 001.jpg L06S0043 002.jpg L06S0043 003.jpg L06S0043 004 .jpg L06S0043 005.jpg L06S0043 006.jpg L06S0043 007.jpg L06S0043 008.jpg L06S0043 009.jpg L06S0043 01 O.jpg . . , IF' fl,.':j'-· (~ ...... -;... ' - . ~>- .,.,. ,•· ~ -. a -~~:t - "' ~-...;~-- L06S0043 011.jpg L06S0043 012.jpg L0 6S0043 013.jpg L06S0043 014.jpg L06S0043 015.jpg L06S0043 016.jpg L06S0043 017 .jpg L06S0043 018.jpg L06S0043 019.jpg L06S0043 020.jpg '. ~, 'I ~·- -~-.. _?.-;. -·· k,..t' ., . .... L06S0043 021.jpg L06S0043 022.jpg L06S0043 023.jpg L06S0043 024.jpg L06S0043 025.jpg L06S0043 026.jpg L06S0043 027.jpg L06S0043 028.jpg L06S0043 029.jpg L06S0043 030.jpg L06S0043 031 .j pg L06S0043 032 .jpg L06S0043 033.jpg L06S0043 034.jpg L06S0043 035.jpg L06S0043 036.jpg L06S0043 037.jpg L06S0043 038.jpg L06S0043 039.jpg L06S0043 040.jpg L06S0043 041.jpg L06S0043 042.jpg L06S0043 043.jpg L06S0043 044.jpg L06S0043 045.jpg L06S0043 046.jpg L06S0043 047.jpg v.·- ..,-··-~ .. ... . ?\ \ ,- \ \ \ \ .\ I I I I \ \ 1 ~ _; ,I ~--~~~ -\ ,· Wetland and Stream Report for 17644118th Avenue SE Renton, WA 98058 Prepared for Rolluda Architects 105 South Main Street, Suite 323 Seattle, WA 98104 Prepared by Kirk Prindle, Biologist/Wetland Specialist EDAW, Inc. 815 Western Avenue Suite 300 Seattle, WA 98104 April 2005 EDAW DOLLUDA AR_CHITECTS ~it/tit.,,.~ ,-.i-S, .~ . '·. . . . . . ·· .. • 'Architects, Inc. ';('1MllOlith Main Street, Suite 323 '. · $Nttlt, Wnlll"IIIOO 98104 206.624.4222 p 206.624.4226 f alex@RolludaArchitects.com e www.RolludaArchitects.com w Alex Rolluda, AIA Principal EDAW KIRK PRINDLE BIOLOGIST I WETLAND SPECIALIST EDAW INC a,s WESTERN AVENUE SUITE 300 SEATTLE WASHINGTON 98104 TEL 206 622 1176 DIA 206 267 7733 FAX 206 343 9809 prindle k@edaw.com Peter Apostol, P.E. Principal 811 FirstAvenue, Suile451 Seattle, Washington 98104 Ph 206.957.8311 fax 206.957.8313 peter@springlinellc.com K.C. Critical Area Study 11 s'h Avenue SE Wetland and Stream Report Executive Summary This report documents the location and extent of wetlands and streams existing in the vicinity of 17644 l l 8'h Avenue SE in Renton (Parcel #619660 0440) and provides a comprehensive review of biological environmentally critical areas existing in the vicinity of this subject property. Jurisdictional wetlands and streams delineated as part of this study are as defined in the 1987 U.S. Army Corps of Engineers Wetlands Delineation Manual and the Washington State Wetlands Identification and Delineation Manual as classified and consistent with Chapter 21A.24 of King County Code. Biological critical areas reviewed as part of this study include wetlands, aquatic areas, wildlife habitat conservation areas, and wildlife habitat networks as defined and regulated in KCC Sections 21A.24.318, 2IA.24.355, 21A.24.382, and 21A.24.386 respectively. Biological critical areas existing in the vicinity of the project site are limited to the stream and wetland delineated herein and include: • Wetland A -A forested wetland meeting King County criteria for a Category II Wetland extending off the subject parcel across the southern property boundary; and • A jurisdictional stream meeting King County criteria for a Type N water which transects the subject parcel and flows through Wetland A toward the southeast. April 2005 ES-1 C:\Documents and Settings\KIRK-WORK MASTER\Project-Work\Rolluda Wetland\Rolluda Wetland and Stream Report.doc K.C. Critical Area Study 118th Avenue SE Wetland and Stream Report April 2005 ES-2 C:\Documents and Settings\KIRK-WORK MASTER\Project-Work\Rolluda Wetland\Rolluda Wetland and Stream Report.doc K.C. Critical Area Study 118'" Avenue SE Wetland and Stream Report Disclaimer EDA W, Inc. has prepared this report for use by Rolluda Architects, Inc. The results and conclusions of this report represent the professional opinion of EDA W, Inc. They are based in part upon: (I) site reconnaissance and testing, and (2) examination of public domain information concerning the proposed site. Work performed conforms to accepted standards in the field of jurisdictional delineation using the Washington State Wetlands Identification and Delineation Manual (Washington State Department of Ecology 1997). However, final determination of jurisdictional wetland boundaries pertinent to Clean Water Act Section 404 is the responsibility of the Seattle District of the U.S. Army Corps of Engineers and/or the local jurisdiction of King County. Various agencies of the State of Washington may require review of final site development plans that could potentially affect zoning, water quality, and/or habitat functions of lands in question. Thus, the findings and conclusions contained in this report should be reviewed by appropriate regulatory agencies prior to any detailed site planning and/or construction activities. April 2005 ES-3 C:\Documents and Settings\KIRK-WORK MASTER\Project-Work\Rol/uda Wetland\Rolluda Wetland and Stream Report.doc K.C. Critical Area Study 118th Avenue SE Wetland and Stream Report April 2005 ES-4 C:\Documents and Settings\KIRK-WORK MASTER\Project-Work\Rol/uda Wetland\Rol/uda Wetland and Stream Report.doc K.C. Critical Area Study 1181" Avenue SE Wetland and Stream Report Table of Contents Executive Summary ................................. . .................................................................................... ES-1 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . i Table of Contents ...................................... . I. Introduction............................................. . ...................................................................................... 1 II. Site Description....................................... . ................................................................................... 3 Ill. Methods ................................................................................................................................................ 7 A. Wetland Authority, Definition, and Classification ............................................................................... 7 B. Review of Existing Information .......................................................................................................... 8 C. Field Delineation................................. . ..................................................................................... 9 1. Plot Sampling ............................ . .................................................................................... 9 a. Hyrology Evaluation ............................................................................................................ 9 b. Soil Evaluation .................................................................................................................. 10 c. Vegetation Evaluation ...................................................................................................... 10 2. Boundary Delineation ................................................................................................................. 12 IV. Results ............................................................................................................................................... 13 A. Wetland A ....... ............. ....... .......... . ............................................................................................... 13 1. Hydrology ................................................................................................................................... 13 2. Soils ............................................................................................................................................ 13 3. Vegetation ................................................................................................................................. 13 4. Boundary Determination and Classification ................................................................................ 14 B. Area Uplands.................................. . ................................................................................... 15 C. Streams........................................... . ..................................................................................... 16 V. Conclusions ........................................................................................................................................ 17 A. Protective Buffers................................... . ................................................................................ 17 VI. Literature Cited ................................................................................................................................... 19 April 2005 C:\Documents and Settings\KIRK-WORK MASTER\Project-Work\Rolluda Wet/and\Rol/uda Wetland and Stream Report.doc K.C. Critical Area Study 1181 " Avenue SE Wetland and Stream Report Table 1. Table 2. Table 3. Table 4. Table 5. List of Tables Plant species identified at the 118• Ave SE project site ........................................................................... .4 Wildlife species identified at the 1181" Ave SE project site .................................................................. 6 U.S. Fish & Wildlife Service plant indicator status ................................................................................... 11 Plant species identified as part of Wetland A vegetation analysis ...................................................... 14 Plant species identified as part of upland vegetation analysis ............................................................ 15 List of Figures Figure 1. Vicinity map .................................................................................................... Figures (appended) Figure 2. Existing site features (prior to critical areas delineation) ................................. Figures (appended) Figure 3. Delineated on-site critical areas, buffers, and setbacks .................................. Figures (appended) Appendices King County Critical Areas and National Wetlands Inventory Data ................................................ Appendix 1 Wetland Rating Forms ............................................................................................................... Appendix 2 Routine Wetland Determination Data Forms ................................................................................. Appendix 3 April 2005 ii C:\Documents and Settings\KIRK-WORK MASTER\Project-Work\Rolluda Wetland\Rolluda Wetland and Stream Report.doc K.C. Critical Area Study 11 S'h Avenue SE Wetland and Stream Report cfs Corps dbh DOE ODES FAC FACU FACW GMA KC KCC NI NL OBL OHWM SMA UPL USFS WAC WDNR Acronyms and Abbreviations cubic feet per second U.S. Army Corps of Engineers diameter at breast height Washington State Department of Ecology Department of Development and Environmental Services Facultative Facultative Upland Facultative Wet Growth Management Act King County King County Code No Indicator Status Not Listed Obligate Ordinary High Water Mark Shoreline Management Act Upland U.S. Fish and Wildlife Service Washington Administrative Code Washington Department of Natural Resources April 2005 iii C:\Documents and Settings\K/RK-WORK MASTER\Project-Work\Rolluda Wetlancf\Rolluda Wetland and Stream Report.doc K.C. Critical Area Study 1181" Avenue SE Wetland and Stream Report April 2005 iv C:\Oocuments and Settings\KIRK-WORK MASTER\Project-Work\Rolluda Wetland\Rolluda Wetland and Stream Report.doc K.C. Critical Area Study 11 S'h Avenue SE Wetland and Stream Report I. Introduction EDA W Inc. was commissioned by Rolluda Architects, Inc. to delineate all wetlands, streams and relevant biological critical areas located in the vicinity ofa subject parcel (Parcel #619660 0440) located at 7644 l 18'h Avenue SE in Renton (Figure I). Parcel residents reported a potential wetland area existing in the southeastern portion of the property that maintained persistent areas of open water (Photo 1 ). This study was conducted to confirm the presence of this and any other potential biological critical areas existing in the vicinity of the subject parcel and to provide a classification for potential wetlands and streams in accordance with King County Code (KCC) Chapter 21 A.24. As part of comprehensive critical areas review for the King County Department of Development and Environmental Services (DOES), field studies conducted as part of this delineation report also included reconnaissance-level review to determine if project site habitat potentially meets criteria for biological critical areas as defined in KCC Chapter 21 A.24 including aquatic areas, wildlife habitat conservation areas, and wildlife habitat networks. Critical areas identified in this report arc classified according to KCC 21 A.24 with specific mandates for protective buffer widths designated per KCC 21A.24.325 (wetlands) and 21A.24.358 (streams). ~{ ,~-.i f: " An initial reconnaissance of the subject propetty was conducted to begin field studies on April 21, 2005. This initial property reconnaissance resulted in the identification of a potential wetland area extending across the southern prope1ty boundary and a consolidated surface channel leading to the wetland area from the north potentially meeting criteria for a jurisdictional stream. These potential biological critical areas were labeled and initially identified as described below: Photo I. Area identified as Wetland A defined • Wetland A. Wetland A was identified through observation of evident wetland hydrology which included areas of open water up to approximately two feet in depth. The open water area was noted to support an array of peripheral emergent wetland vegetation dominated by slough sedge (Carex obnupta). Wetland hydrology was by evident standing water. All areas shown exist off-site. April 2005 noted to be relatively contained, with little extension of evident hydrology, hydric soils, and/or hydrophytic vegetation far beyond the periphery of open water areas, due to topographic constraints. The potential wetland area is located at the base of a large swale, with relatively steep forested slopes to the west and east and a gentle rise to the north, along the southern C:\Documents and Settings\KIRK-WORK MASTER\Project-Work\Rolluda Wetland\Rolluda Wetland and Stream Report.doc K.C. Critical Area Study 118th Avenue SE Wetland and Stream Report portion of the property approximately 90 feet west of the eastern property boundary (Figure 2). Wetland hydrology appears to be largely maintained through surface flow (no seeps were noted along the adjacent slopes) conveyed from the surrounding slopes and the consolidated surface channel entering the wetland from the north (described below). • Stream Channel. The stream channel flowing from the north to Wetland A was identified topographically by large evident channel edges. Though distinct flow was not noted during field studies, portions of the stream channel contained shallow standing water and evidence of gravel/sediment sorting provided an indication of historical water movement. The property owner reported that residents to the north had graded adjacent areas (including a portion of the subject parcel) to improve drainage. The stream channel now appears to begin at the downhill side of a mowed lawn (Photo 2) and conveys flow to a channel that has likely been enhanced (widened and deepened) through excavation. Subsequent technical field studies were conducted as described below to provide a formal delineation and boundary determination for these potential jurisdictional areas identified as part of initial site reconnaissance. For the purposes of federal, Washington State, and King County jurisdictional oversight, methodology used for wetland delineation is consistent with the wetland definition provided in paragraph 25a of the Washington State Wetlands Identification and Delineation Manual (Washington State Depar1ment of Ecology [WDOE] 1997). The wetland criteria in the WDOE manual is consistent with the 1987 manual required for use by the U.S. Army Corps of Engineers (Corps 1987). The following sections provide: (1) an introduction to the site; (2) a description of methods used in field delineation; and, (3) technical results. Photo 2. Uphill beginning of stream channel. Stream channel begins in maintained lawn area. April 2005 2 C:\Documents and Settings\KIRK-WORK MASTER\Project-Work\Rol/uda Wetfand\Ro//uda Wetland and Stream Report.doc K.C. Critical Area Study 1181h Avenue SE Wetland and Stream Report II. Site Description The project site is located in rural unincorporated King County east of the City of Renton in Section 33, Township 23N, Range 5E (Figure I). The parcel includes 2.047 acres extending from I 18th Avenue SE east to a utility corridor (transmission lines) running north-south off the eastern property boundary. The property address, 17644 118 1 h Avenue SE, places it outside of the incorporated City of Renton, but within the King County Urban Growth Area (UGA) boundary. Historically, development on the subject property has been limited to the western half of the parcel. Currently, an occupied residence and at least three outbuildings in various states of disrepair exist on the parcel (Figure 2). Although the eastern portion of the parcel exists as relatively undisturbed mixed deciduous-coniferous forest, residual non-native invasive plant species including Himalayan and evergreen blackberry (Rubus discolor and R. laciniatus), giant knotweed (Polygonum sachalinense), Herb Robert (Geranium robertianum), laurel (Laurus sp.), holly (!lex sp. ), and English ivy (Hedera helix) have become extensively established along the western edge of the forested area adjacent to abandoned developed areas. In areas east of the influence of historical development, vegetation communities and habitat are typical of deciduous-coniferous forests of the Pacific Northwest. This upland forest is characterized by a tree canopy of Douglas fir (Pseudotsuga menziesii), western hemlock (Tsuga heterophylla), big- leafmaple (Acer macrophyllum) and red alder (A/nus rubra), and an understory of vine maple (Acer circinatum), Indian plum (Oemleria cerasiformis ), salal (Gaultheria shallon) and sword fem (Polystichum munitum). See Table I for a list of plant species noted in the on-site upland and wetland areas. Data on critical areas existing at the project site arc largely inconsistent. King County iMAP critical areas (previously sensitive areas) data show a Class 2 (previous system of classification) stream transecting the northeastern comer of the subject parcel. However, this information is inconsistent with iMAP 2002 aerial photographs which show no evident stream channel in the location demarcated by the GIS data. In addition, stream flow as depicted by King County GIS data is inconsistent with surveyed site topography and would require flow to be conveyed uphill across a topographic rise located in the southeastern portion of the parcel. It is likely that the GIS data has been erroneously offset to the east, with the data indicating a potential stream channel extended to the north without regard for actual features, site topography or confirmed ground- truthing. In actuality, the subject parcel is transected by a broad topographic valley with a rise of approximately 40 feet from the low point along the wetland and inflowing stream channel to 118 1h Avenue to the west; and a rise of approximately 10 feet to the property boundary on the east (Figure 2). Surface water is conveyed from vicinity slopes to the floor of this diverse swale and then southward to the area defined as Wetland A. A distinct stream channel -with evidence of sediment sorting, manifest water flow, defined edges, and a demarcated ordinary high water (OHW) mark -is evident extending approximately 100 feet from the northern edge of Wetland A. To the north of the subject parcel in the vicinity of the stream channel the area has been historically graded to accommodate development, and an existing maintained lawn extends April 2005 3 C:\Documents and Settings\KIRK-WORK MASTER\Project-Work\Ro/luda Wetland\Ro/luda Wetland and Stream Report.doc K.C. Critical Area Study 1181 " Avenue SE Wetland and Stream Report Table 1. Plant species identified at the 1181" Avenue SE project site. Scientific Project Area Soecies Name Status Occurrence Notes: Trees Douglas-Fir Pseudotsuga FACU menziesii Overstory • Dominant overstory conifer. Western Tsuga FACU-Dverstory • Dominant overstory conifer. Hemlock heteroohvlla Red Alder A/nus rubra FAG Overstory • Common in disturbed areas. Early successional soecies. Western Red Thuja plicata FAG Overstory • Sub-dominant overstory conifer. Cedar Shrubs Salmon Berry Rubus FAG+ Shrub • Dense shrub species common around wetland spectabilis nerinhen1 • Thimble Berry Rubus FACU+ Shrub • Limited densities in shrub layer. narviflorus Indian Plum Demleria FACU cerasiformis Shrub • Taller shrub found in area uplands . Hardhack Spiraea FACW douolasii Shrub • Species found in off-site portions of Wetland A. Twin Berry Lonicera FAG invo/ucrata Shrub • Species found in off-site portions of Wetland A. Red-Osier Cornus sericea FACW Shrub • Species found in off-site portions of Wetland A. Doawood Red Sambucus FACU Shrub • Found in uplands peripheral to Wetland A. Elderberrv racemosa Herbaceous Laver Sword Fern Polystichum FACU Herb • Common in on-site uplands. munitum Slough Sedge Carex obnupta DBL Herb • Dense stands located throuahout Wetland A. Skunk Lysichitan DBL Herb • Found in Wetland A. Cabbaae americanum Lady Fem Athyrium ti/ix-FAG femina Herb • Found along periphery of Wetland A. Salal Gaultheria FACU Shrub • Low-lying shrub included in herb layer. Common shallon throuahout on-site uolands. Bracken Fern Pteridium FACU Herb • Fern of wet and disturbed areas found along aquilinum nerinherv of Wetland A. Fringecup Tellima FAG Herb • Native ground cover found in on-site uplands. arandiflora Non-Native Invasive Soecies Himalayan Rubus discolor FACU Vine • High densities around on-site abandoned buildings. Blackberrv Evergreen Rubus FACU+ Vine • High densities around on-site abandoned buildings. Blackberrv laciniatus. Giant Polygon um NI Cane • Highly invasive species found adjacent to Knotwced sachalinense abandoned develonment. English Ivy Athyrium filix-NI Vine • Invasive landscape species. Found around femina buildinns and adiacent uolands. OBL: Plants that almost always occur (estimated probability >99%) in wetlands under natural conditions, but which may also occur rarely (estimated probability <1%) in nonwetlands. FACW: Plants that usually occur (estimated probability 67% to 99%) in wetlands, but also occur (estimated probability 1% to 33% in nonwetlands). FAC: Plants with a similar likelihood (estimated probability 34% to 66%) of occurring in both wetlands and nonwetlands. FACU: Plants that sometimes occur (estimated probability 1% to <33%) in wetlands, but occur more often (estimated probability 67% to 99%) in nonwetlands. UPL: Plants that rarely occur (estimated probability <1 %) in wetlands, but occur almost always (estimated probability >99%) in nonwetlands under natural conditions. April 2005 4 C:\Documents and Settings\KIRK-WDRK MASTER\Project-Work\Ro//uda Wetland\Ro/luda Wetland and Stream Report.doc K.C. Critical Area Study 1181h Avenue SE Wetland and Stream Report across the parcel boundary from the north to the beginning of the defined stream channel. As mentioned above, it is likely that this stream channel has been excavated to facilitate water movement and, over its short length (especially at the wetland outfall), the stream channel now appears "oversized" given likely flows. A review of regional King County iMAP critical areas data shows that flows from the on-site stream are conveyed through the area defined as Wetland A and continue southeast to eventually flow into a riparian/wetland complex associated with the upper reaches of Big Soos Creek. Preliminary reconnaissance in the vicinity of the subject parcel identified an 18-inch culvert leading from the southeast corner of the potential wetland area (at the outfall located off-site, to the southeast in the utility corridor parcel) under the transmission line corridor located east of the subject parcel to a large Spirea-dominated scrub-shrub wetland associated with Big Soos Creek. This large wetland complex is located approximately 800 feet east of the subject parcel and is identified on King County GIS data as a Class 1 Wetland (previous King County sensitive areas designation). In addition to this large off-site wetland complex, King County GIS data indicates a smaller Class 4 wetland located approximately 700 feet to the southeast of the subject parcel. Preliminary site reconnaissance did not include study of the flow path beyond the 18-inch outfall culvert off of Wetland A. Given the uncertainty in King County critical areas GIS data pertaining to this area, it is unclear if on-site flows are conveyed to the large Class I wetland complex to the east, or the smaller Class 4 wetland to the southeast. Forested areas in the eastern portion of the subject property provide suitable habitat for a wide variety of wildlife species. High quality native forest habitat is especially prevalent in the eastern portion of the parcel where significant densities of non-native invasive plant species have yet to establish. Numerous passerine species were detected during delineation field studies including black capped chickadee (Poecile atricapilus), bushtit (Psaltriparus minimus), Wilson's warbler (Wilsonia pusilla), American robin (Turdus migratorius) and Stellar's jay (Cyanocitta stelleri). In addition, lotic habitat associated with the wetland and stream channel provides suitable habitat for common amphibian species including the chorus frog (Hyla regilla), red-legged frog (Rana aurora) and Northwestern salamander (Ambystoma gracile). Table 2 below provides a list of wildlife species detected during field studies conducted on April 21, 2005. April 2005 5 C:\Documents and Settings\K/RK-WORK MASTER\Project-Work\Ro/luda Wetland\Ro/luda Wetland and Stream Report.doc K.C. Critical Area Study 1181 " Avenue SE Wetland and Stream Report Table 2. Wildlife species identified at the 1181 " Avenue SE project site. Soecies Scientific Name Notes: Birds American Crow Corvus brachyrhynchos • Species readily adapting to disturbed environments . Bewicks Wren Thyomanes bewicki • May overwinter in the northwest. Winter Wren Troglodytes troglodytes • Nests in upland stumps . Ruby-crowned Regulus calendula • Wintesr in the region in flocks . Kinalet Bushtit Psaltriparus minimus • Year-round resident species . American robin Turdus migratorius • Year-round rsident species . European starling Sturnus vulgaris • Non-native invasive bird species. Black-capped Poecile atricapilfus • Breeds and winters locally. Chickadee Orange-crowned Vermivora ce/ata • Detected around Wetland A. Warbler Wilson's warbler Wilsonia pusilla • Breeds locally . Downy Picoides pubescens • Year-round resident. woodnecker Spotted towhee Pipilo maculatus • Native ground-dwelling sparrow. Adapts to franmented habitat. Song sparrow Melospiza melodia • Native sparrow. Readily adapts to urban disturbed environments. House finch Carpodacus mexicanus • Native finch. Readily adapts to urban disturbed environments. Pine siskin Carduelis pinus • Native finch. Readily adapts to urban disturbed environments. American Carduelis tristis • Native finch. Readily adapts to urban disturbed goldfinch environments. Amohibians Red-lenned Fron Rana aurora • Detected in on-site stream channel. Chorus Frog Hy/a regilla • Seen near wetland A . Includes all wildlife detected bv sinht and sound durinn Anril 21, 2005 field studies. April 2005 6 C:\Documents and Settings\KIRK-WORK MASTER\Project-Work\Rolluda Wetland\Rolluda Wetland and Stream Report.doc K.C. Critical Area Study 1181 " Avenue SE Wetland and Stream Report Ill. Methods A. Wetland & Stream Authority, Definition, and Classification Methodology used for wetland delineation is consistent with the Washington State Wetlands Identification and Delineation Manual (WDOE 1997 [1997 Manual]). This document is the wetland delineation manual that is used in determining wetland areas when applying state and local government regulations under the Shoreline Management Act (SMA) and the Growth Management Act (GMA) in Washington State. The 1997 Manual is a revised version of the U.S. Army Corps of Engineers Wetlands Delineation Manual (Corps 1987) and incorporates the key provisions of various guidance letters and memoranda: U.S. Army Corps of Engineers (Corps) Regulatory Guidance Letters 82-2, 86-9, and 90-7; Corps 3-92 Memorandum; Corps, Seattle District, 5-94 Public Notice; DOE, 3/95 Public Notice; United States Department of Agriculture, Natural Resource Conservation Service, 6/95 Guidance Letter. The King County Critical Areas Ordinance grants King County the responsibility and authority to regulate environmentally critical areas, including wetlands and streams, within its local jurisdiction. Wetland classification within King County is based upon ratings found in Section 21A.24.318 of King County Code (KCC) as follows: 21A.24.318 Wetlands -categories. A. Wetlands are classified into category I, category II, category Ill and category IV based on the adopted Washington State Wetland Rating System for Western Washington, Washington state department of ecology publication number 04-06-025, published August 2004. B. Wetland rating categories shall not recognize illegal modifications. (Ord. 15051 § 183, 2004). The Washington State Wetland Rating System for Western Washington (Hruby 2004) largely bases wetland classification upon the scoring on a Wetland Rating Farm assessing wetland functioning in regard to water quality, hydrology and provision ofwildlifo habitat. In general, scores on the wetland rating form provided in Hruby 2004 correspond to wetland category as follows: • • • • Category I Wetlands -::, 70 points; Category II Wetlands -51-69 points; Category lll Wetlands -30-50 points; and Category IV Wetlands -<30 points . W ctland rating forms from Hruby 2004 used in the classification of wetlands existing in the vicinity of the subject parcel are provided as an attachment to this report (see Appendix 2). Stream classification and water typing within King County are based upon Section 2 IA.24.355 of King County Code (KCC) as follows: April 2005 7 C:\Documents and Settings\KIRK-WORK MASTER\Project-Work\Ro/luda Wetland\Ro/luda Wetland and Stream Report.doc K.C. Critical Area Study 1181h Avenue SE Wetland and Stream Report 21A.24.355 Aquatic areas -water types. A. Aquatic areas are categorized or "typed" as follows: 1. Type S waters include all aquatic areas inventoried as "shorelines of the state" under King County's Shoreline Master Program, K.C.C. Title 25, in accordance with chapter 90.58 RCW, including segments of streams where the mean annual flow is more than twenty cubic feet per second, marine shorelines and lakes twenty acres in size or greater; 2. Type F waters include all segments of aquatic areas that are not type S waters and that contain fish or fish habitat, including waters diverted for use by a federal, state or tribal fish hatchery from the point of diversion for one-thousand-five-hundred feet or the entire tributary if the tributary is highly significant for protection of downstream water quality; 3. Type N waters include all segments of aquatic areas that are not type S or F waters and that are physically connected to type S or F waters by an above-ground channel system, stream or wetland; and 4. Type O waters include all segments of aquatic areas that are not type S, For N waters and that are not physically connected to type S, F or N waters by an above- ground channel system, stream or wetland. B. For the purposes of the water types in subsection A. of this section, an above- ground channel system is considered to be present if the one-hundred year floodplains of both the contributing and receiving waters are connected. C. The department may determine that an area upstream of a legal human-made barrier is not fish habitat considering the following factors: 1. The human-made barrier is located beneath public infrastructure that is unlikely to be replaced and it is not feasible to remove the barrier without removing the public infrastructure; 2. The human-made barrier is in the Urban Growth Area established by the King County Comprehensive Plan and is located beneath one or more dwelling units and it is not feasible to remove the barrier without removing the dwelling unit; 3. The human-made barrier is located in a subbasin that is not designated "high" on the Basin and Shoreline Conditions Map which is included as Attachment A to this ordinance; or 4. The human-made barrier is not identified for removal by a public agency or in an adopted watershed plan. (Ord. 15051 § 192, 2004). This water typing system is based upon the Washington State Department of Natural Resources permanent water typing system as mandated for State use in Washington Administrative Code (WAC) 222-16-030. B. Review of Existing Information Consistent with procedures detailed in the 1997 Manual, the EDA W, Inc. team gathered preliminary information on the project site prior to field review and delineation. General information sources include: • Soil Survey of the King County Area, Washington (USDA 1973); • Classification of Wetlands and Deepwater Habitats of the United States (Cowardin et al. 1979); • List of Plant Species that Occur in Wetlands: Northwest (Region 9) (Reed 1988); • King County Critical Areas Ordinance (KCC Chapter 2 lA.24); and • National Wetlands Inventory. April 2005 8 C:\Documents and Settings\KIRK-WORK MASTER\Project-Work\Rolluda Wetland\Ro/luda Wetland and Stream Report.doc K.C. Critical Area Study 1181h Avenue SE Wetland and Stream Report C. Field Delineation The extent and location of project site wetlands and streams were determined during field work performed on April 21, 2005. Field work was conducted under overcast skies with occasional light precipitation and an an1bient temperature of approximately 55 degrees Fahrenheit. Recent local weather had generally included days with periods of light rain and sun breaks and the history of recent weather and precipitation was considered in assessing the type and extent of wetlands presumed to exist on site. Wetlands identified during field work are considered potential wetlands until their presence is confirmed through King County Department of Development and Environmental Services or U.S. Army Corps of Engineers review. Specific field methodology used in detem1ining the extent and location of wetland areas include: • As part of the initial project site reconnaissance, ilie site was walked to determine the general extent and location of potential wetland areas (reconnaissance); • Potential wetland areas were inspected for hydrological links, adjacent areas were re- assessed for potential wetland indicators; • Wetland sample plots were established in potential wetland areas and, as necessary, in adjacent uplands; and • Wetland boundaries were delineated with flagging by noting localized topography and vegetation patterns and comparing parameters of hydrology, soil, and vegetation with data collected at wetland and upland sample plots. 1. Plot Sampling A wetland sample plot was established in the vicinity of potential Wetland A. The sample plot was located to avoid areas with obvious inundation and to test potential wetland parameters along the periphery, at the potential wetland-upland boundary. Data collected in the wetland sample plot were compared with data collected from an on-site upland sample plot. The locations of sample plots are indicated in Figure 3. These sampling locations, marked in the field with pink labeled flagging, were used as sites for the collection ofhydrologic, soil, and vegetative data in accordance with the methodologies set forth in the 1997 Manual. Data collected at each sample plot were entered onto a Routine Wetland Determination Data Form (WDOE 1997). Copies of data forms for each sample plot are appended to this delineation report (Appendix 3). a. Hydrology Evaluation According to the 1997 Manual, wetland hydrology is present in areas that are inundated and/or saturated to the surface for a consecutive number of days greater than 12.5 percent of the growing season (approximately 2 weeks in Western Washington). Saturation to the surface is assumed when the water table -the level at which standing water is found in an unlined hole -is found April 2005 9 C:\Documents and Settings\KIRK-WORK MASTER\Project-Work\Rolluda Wetland\Rolluda Wetland and Stream Report.doc K.C. Critical Area Study 1181h Avenue SE Wetland and Stream Report within 12 inches of the surface in a non-sandy soil or within 6 inches of the soil surface in sandy soils. To evaluate hydrology, a small soil test pit was excavated to a depth of 16 inches at the center of each sample plot. The extent of soil inundation and saturation as well as the depth to free water in the test pit were recorded on the Routine Wetland Determination Data Forms as an indication of potential wetland hydrology. Other recorded potential field indicators of wetland hydrology, as listed in the 1997 Manual, include oxidized channels (rhizospheres) associated with living roots, water marks on vegetation or fixed objects, drift lines, sediment deposition on vegetation and other objects, water-stained leaves, wetland drainage patterns, and hydric soil characteristics (see appended Routine Wetland Determination Data Forms). b. Soil Evaluation The presence ofhydric soils was determined consistent with the 1997 Manual, and current regulatory guidance (Corps 3-92 Memorandum; United States Department of Agriculture, Natural Resources Conservation Service, 6/95 Guidance Letter). The definition of a hydric soil is " ... a soil that formed under conditions of saturation, flooding, or ponding long enough during the growing season to develop anaerobic conditions in the upper part" (USDA, NRCS 1996). Fulfillment of the technical criteria for soil can be inferred by using a combination of published soils information and field indicators. The indicators available for determining whether a soil satisfies the basic definition and the technical criteria for hydric soils include, but are not limited to the following: • The soil is a histosol • A histic epipedon is present • Hydrogen sulfide odor is present • The soil is gleyed • The soil occurs in an aquic or peraquic moisture regime • The soil exhibits reducing conditions • The soil has a low chroma matrix with redoximorphic features (e.g., mottles) • Iron and/or manganese concretions are present • The soil appears on the hydric soils list A soil profile to a depth of 16 inches was extracted from each sample plot test pit and the depth and character of each distinct soil horizon was recorded. A Munsell soil color chart (Munsell Color 1988) was used to characterize the soil. In accordance with the 1997 Manual field protocol, soil color, hue, and chroma were recorded for each soil profile immediately below the "A" horizon or at a depth of 10 inches, whichever is shallower. All information collected on field soil profiles was recorded on the Routine Wetland Determination Data Form for each sample plot. c. Vegetation Evaluation At each sample plot, vegetation was characterized by determining the percent aerial cover of each April 2005 10 C:\Documents and Settings\KIRK-WORK MASTER\Project-Work\Rolluda Wetland\Rolluda Wetland and Stream Report.doc K.C. Critical Area Study 1181 " Avenue SE Wetland and Stream Report plant species occurring within the herb, shmb. and tree stratum. Dominant species in each of the three strata (tree, sapling/shrub, and herb) were identified and recorded on the Routine Wetland Determination Data Form for each sample plot. Percent cover for trees, defined as any woody plant species with a diameter at breast height (dbh) of2 3 inches, was estimated in a 30-foot radius from the center of the sample plot; shrubs, defined as any woody plant with a height of> 3.2 feet and a stem diameter of< 3 inches, was estimated in a 10-foot radius from the sample plot pin flag; and herbaceous plant species, defined as vegetation< 3.2 feet in height, was estimated in a 3.2-feet square quadrat located around the sample plot soil pit. Dominant species are those species in each stratum that, when ranked in descending order of abundance and cumulatively totaled, immediately exceed 50 percent cover of the total dominance measure for that stratum, plus any species that comprise at least 20 percent cover. The wetland indicator status of the dominant species within each vegetation stratum was used to determine the presence ofhydrophytic wetland vegetation. Each species' indicator status is defined according to Reed (1988). A species indicator status refers to the relative frequency with which the species occurs in jurisdictional wetlands (Table 3). According to the 1997 Manual, an area meets the hydrophytic vegetation criteria when, under normal circumstances, more than 50 percent of the dominant species from each stratum are obligate wetland (OBL), facultative wetland (FACW), and/or facultative (FAC) species. For the purposes of 1997 Manual protocol, a plus(+) or a minus(·) sign is often included in the designation to specify a higher or lower (i.e., wetter or dryer) indicator status, and a FAC- indieator status is not considered to be an indicator ofhydrophytic vegetation (i.e., it is treated in T bl U S F' h & W'ld f S a e 3. IS I Ii e ervice olant indicator status. Indicator Status Definition Obligate Wetland (OBL) Occur almost always ( estimated probability >99%) under natural conditions in wetlands. Facultative Wetland (F ACW) Usually occur in wetlands (estimated probability 67%-99%), but occasionally found in non-wetlands. Facultative (FAC) Equally likely to occur in wetlands or non-wetlands ( estimated probability 34%-66%). Facultative Upland (FACU) Usually occur in non-wetlands, but occasionally found in wetlands (estimated probability l %-33%). Obligate Upland (UPL) Plants that rarely occur (estimated probability <I%) in wetlands, but occur almost always in non-wetlands under natural conditions. No Indicator Status (NI) Insufficient information exists to assign an indicator status. Not Listed (NL) Not on the National List in any region. Source: Reed (1988) the same way as a facultative upland [FACU], upland [UPL], and a not listed [NL] species). In the Pacific Northwest where a pronounced summer drought occurs, the Corps Seattle District April 2005 11 C:lDocuments and Settings\KIRK-WORK MASTERlProject-Work\Rol/uda Wetland\Rol/uda Wetland and Stream Report.doc K.C. Critical Area Study 1181" Avenue SE Wetland and Stream Report allows for the presence of facultative upland (F ACU) dominated plant communities where the presence of wetland hydrology is clearly identified (Corps, Seattle District, 5-94 Public Notice). 2. Boundary Delineation After characteristics of hydrology, soil, and vegetation were compared between the confirmed upland and wetland sample plot, a boundary determination was made in the field. The wetland boundary was determined by first noting likely areas of topographic and vegetative distinction between wetlands and uplands, and then using soil borings to determine the boundary between hydric and non-hydric soils. The wetland boundary was marked with flagging spaced at a distance of approximately 10 to 20 feet depending upon wetland size and site features. April 2005 12 C:\Documents and Settings\KIRK-WORK MASTER\Project-Work\Rol/uda Wetland\Rolluda Wetland and Stream Report.doc K.C. Critical Area Study 1181" Avenue SE Wetland and Stream Report IV. Results As indicated above, initial site reconnaissance identified a potential wetland area, Wetland A, and a potential jurisdictional stream at the project site. The potential wetland area was identified based on the presence of wetland vegetation and hydrology-specifically, a large contiguous area of surface ponding -that suggested inundation and/or saturation to the surface for a likely period of over 12.5 percent of the growing season. This area was determined to be a jurisdictional wetland in accordance with the specific findings on wetland hydrology, soils, and vegetation provided below. The boundary of Wetland A was delineated only in those portions that exist on the subject parcel. Wetland A extends off of the subject parcel to the south, but access to adjacent lots precluded delineation of the majority of Wetland A (see below). A. WetlandA Figure 3 shows the location of Wetland A and the placement of the associated wetland test pit relative to specific site features. 1. Hydrology The test pit excavated within the wetland revealed that wetland hydrology criteria were met, most notably by observation of soil saturation and standing water in the test pit. The test pit for Wetland A was located along the periphery of evident standing water. However, soil in the vicinity of the test pit was noted to be saturated to the surface, and water was easily extracted from soil surface layers with slight compression. Although the wetland test pit was located outside of evident standing water, subsurface water rapidly accumulated in the test pit following excavation. Upon excavation, standing water inundated the test pit to within 0.5 inch of the surface, indicating complete soil saturation along the immediate periphery of wetland ponding. 2. Soils Soils inspected in and around the wetland test pit are best classified as Mukilteo muck (USDA 1983). This very deep, very poorly drained soil is often found in small depressional areas and forms from organic material -often times from decomposing wetland sedges and other plant species. This wetland muck lacks distinct soil horizons in the soil profile to 16 inches depth. The soil profile exhibited a low matrix chroma (Munsell reading 1 OYR/2/1 at 10 inches depth), consistent with that described in the King County soil survey for Mukilteo muck. Muckiltco muck is included on the hydric soils list for the King County area (USDA 1973). The dark color and clay component of the muck was noted to extend approximately I foot outside of the standing water in the wetland, and generally dissipate to an upland Alderwood series soil as topography around the wetland began to rise away from the evident ponding. 3. Vegetation The vegetation in Wetland A is distinguished from the surrounding forested areas by an increased April 2005 13 C:\Documents and Settings\KIRK-WORK MASTER\Project-Work\Rol/uda Wetland\Rolluda Wetland and Stream Report.doc K.C. Critical Area Study 1181h Avenue SE Wetland and Stream Report density ofhydrophy1ic plant species. This distinction between plant communities is quite pronounced and generally follows site topography along the periphery of wetland ponding. On the subject parcel, the wetland boundary generally follows a pronounced rise in elevation of approximately one foot. On the upland side of the boundary, the forest plant community is characterized by a dense shrub layer dominated by salal (Gaultheria shallon) and sword fem (Polystichum munitum ). On the wetland side of the boundary, obligate species -most notably dense stands of slough sedge (Carex obnupta)-are established. Table 4 below provides a list of plants species detected during vegetation analysis in the sample plot for Wetland A. Table 4. Plants ecies identified as art of Wetland Ave elation anal sis. Scientific Name *Shading indicates dominant plants within wetland sample plot. **Percent cover estimates from vegetation in wetland sample plot. Indicator Status FACU OBL FAC Percent Cover** 4% 3% 2% As indicated (Figure 3), the sample plot for Wetland A is located along the periphery of the wetland on the subject parcel. In this area, the wetland plant community is fairly homogenous and even monotypic -predominantly defined by high densities of emergents (slough sedge) along the water's edge. However, off-site, in the adjacent parcel to the south, the wetland plant community becomes more diverse and includes wetland shrub species such as Spirea (Spirea douglasii), twinberry (Lonicera involucrata) and red-osier dogwood (Cornus stolonifera), as well as additional obligate wetland species such as skunk cabbage (Lysichiton americanum) and small-fruited bulrush (Scirpus microcarpus) 4. Boundary Determination and Classification On April 21, 2005, the boundary of Wetland A existing on the subject property was delineated in the field with pink flagging labeled WA-I through W A-12 (Figure 3). Following field delineation, surveyors recorded the position of wetland flagging. April 2005 14 C:\Documents and Settings\KJRK-WORK MASTER\Project-Work\Rolluda Wetland\Rolluda Wetland and Stream Report.doc K.C. Critical Area Study 118th Avenue SE Wetland and Stream Report Completion of the Wetland Rating Form for riverine wetlands provided in Hruby 2004 resulted in a score of 66 (see attached Wetland Rating Forms, Appendix 2). This score provides a definitive classification for Wetland A according to KCC 21A.24.325 as a Category II wetland. Photo J. Portion of Wetland A existing on site showing inflowing stream outfall. C. Area Uplands According to the Soil Survey of the King County Area (USDA 1973), upland soil in the vicinity of the project site is characterized as Alderwood gravelly sandy loam. This soil type was evident on the subject parcel outside of delineated wetland boundaries. This soil type was distinguished from the hydric muck evident in the wetland area hy the presence of a sandy, at times, gravelly component to the surface soil, and the existence of distinct soil horizons. Soil in the uplands of the project site was noted to be reddish in color in the A horizon with chromas of 2 and above. The upland sample plot is located approximately 20 feet from the delineated wetland boundary. However, no water was observed in the upland test pit excavated to a depth of 16 inches. Soil was not noted to be saturated (even with occasional light precipitation occurring during field studies) and there was no evidence of recent or historical wetland hydrology in the vicinity of the upland sample plot. Table 5 below provides a list of plants species detected during vegetation analysis conducted in the upland sample plot. As noted, fewer than 50% of identified dominant plant species were found to have a wetland indicator status of F AC or welter. Table 5. Plant soecies identified as oart of upland vegetation analvsis. Common Name* Scientific Name Indicator Status Percent Cover Herbaceous soecies Duff na NI 98% Oreeon Graoc Mahonia nen·ow FACU 3% Vine Maolc Acer circinatul!i FACU 2% Shrubs Indian Plum Oemleria cerasiformis FACU 25% Vine Maole Acer circinatum FACU 10% Western Red Cedar Tlmia olicata FAC 8% Salmonherrv Ruhus spectahi!is FAC+ 5% Sword ~crn Polystichwn munituni FACU 2'7o Trees Black Collon wood Pof)u[us balsamifera FAC 60% Red Alder A/nus rubra FAC 40% Western Hemlock Tsuea heteroohrlla FACU-30% Western Red Cedar 11mia tJlicata fAC 20% "'Shading md1cates dominant plants within wetland "arnpk pl1it. April 2005 15 C:\Documents and Settings\KIRK-WORK MASTER\Project-Work\Rolluda Wetland\Rol/uda Wetland and Stream Report.doc K.C. Critical Area Study 11 B'h Avenue SE Wetland and Stream Report D. Streams As described above, a defined stream channel leads from the north-central portion of the subject property to the northern boundary of Wetland A (Figure 3). Although there is evidence that this stream channel has been expanded through excavation, it is likely that a smaller natural channel existed in the vicinity prior to disturbance. During field studies conducted on April 21, 2005, water was not noted to be flowing through the length of the defined channel (117 feet) which averages approximately 2.5 feet in width. However, shallow standing water (approximately 2 inches depth) was observed in portions of the channel. No fish species of any type were observed in the small stream channel transecting Wetland A and this small channt;l,does not provide suitable habitat for any native or non-native Northwest fishery. Consisttmt with KCC 21A.24.355 this stream channel is best classified as a Type N water. Although the stream channel provides no fish habitat in the vicinity of the subject parcel, this classification is justified as the stream is connected through surface channels to tributaries of Big Soos Creek (see Appendix 1). Big Soos Creek itself drains to the Green River east of Auburn. Chinook salmon (Oncorhynchus tshawytscha), coho salmon (0. Kisutch), steelhead (0. mykiss), and cutthroat trout (0. clarki) are believed to migrate into the upstream reaches of Big Soos Creek (Kerwin and Nelson 2000), but impassible fish barriers (notably the 18 inch culvert at the downstream end of Wetland A) preclude fish access to stream reaches in the vicinity of the subject parcel. Photo 4. Stream channel near outfall at Wetland A. April 2005 16 C:\Documents and Settings\KIRK-WORK MASTER\Project-Work\Ro//uda Wet/and\Rolluda Wetland and Stream Report.doc K. C. Critical Area Study 118'" Avenue SE Wetland and Stream Report V. Conclusions Biological critical areas delineated at the project site as part of this study include: • Wetland A -a forested wetland meeting King County criteria for a Category II wetland with 2080 square feet existing at the project site as indicated in Figure 3; and, • Stream-a 117-foot long stream channel, with an average width of2.5 feet, meeting KC criteria for a Type N water. No other biological critical areas were identified on the site through field or data review as part of this study. A. Protective Buffers The subject parcel is currently zoned R6-SO (residential, 6 units per acre, special overlay) and is located within a KC UGA. The new CAO for King County bases protective buffer widths for biological critical areas on the degree of impact associated with adjacent land use. Subdivision ( or short platting) of the subject parcel and residential development, with associated development of rights-of-way or access easements and utility systems, would constitute a "high impact" development per KCC 21A.24.325(B)(2). Protective buffer widths for wetlands adjacent to "high impact" land uses within the UGA boundary as mandated per KCC 21A.24.325(A)(l) are 100 feet (this is also based upon the habitat score nn the Wetland Rating Form; see Appendix 2). The protective buffer width for Wetland A on the subject parcel is established at 100 feet from the delineated wetland boundary (Figure 3) According to KCC 21A.24.358, the protective buffer width for Type N streams located within the UGA boundary is 65 feet. Stream buffers arc measured from the ordinary high water mark along either side of the stream channel (Figure 3). 1n addition to the required protective buffer widths for the biological critical areas delineated herein, King County Code requires maintenance of a 15 foot setback in which most development ( excluding overhangs, decks and some impervious surfacing) must be excluded. Figure 3 shows the extent and location of all protective buffers and setbacks required per KCC Chapter 21 A.24. Site development must avoid all biological critical areas delineated as part of this study and associated buffers or formal mitigating actions will be required. April 2005 17 C:\Documents and Settings\K/RK-WORK MASTER\ProJect-Work\Rol/uda Wetland\Rol/uda Wetland and Stream Report.doc K.C. Critical Area Study 118'" Avenue SE Wetland and Stream Report April 2005 18 C:\Documents and Settings\KIRK-WORK MASTER\Project-Work\Rol/uda Wetland\Rol/uda Wetland and Stream Report.doc K.C. Critical Area Study 118th Avenue SE Wetland and Stream Report VI. Literature Cited Cooke, S.S. 1997. Wetland Plant Species of Western Washington & Northwestern Oregon. Seattle Audubon Society. Seattle, WA. Corps (U.S. Army Corps of Engineers). 1987. Corps of Engineers Wetlands Delineation Manual. Technical Report Y-87-1. Environmental Laboratory. U.S. Army Corps of Engineers Waterways Experiment Station, Vicksburg, MS. Cowardin, L.M., V. Carter, F.C. Golet, and E.T. LaRoe. 1979. Classification of Wetlands and Deepwater Habitats of the United States. U.S. Fish and Wildlife Service, Office of Biological Services, Washington, D.C. Federal Register. 1986. Regulatory Programs of the Corps of Engineers; Final Rule. Volume 51, No. 219; 33 CFR Parts 320 through 330. Hitchcock, C.L. and A. Cronquist. 1973. Flora of the Pacific Northwest. University of Washington Press, Seattle, WA. King County. 1990. King County Wetlands Inventory. Volume 2 (East). Department of Planning and Community Development. Seattle, WA. Kerwin, J. and T.S. Nelson (Eds.). 2000. Habitat limiting factors and reconnaissance assessment report, Green/Duwamish and Central Puget Sound watersheds (WRIA 9 and Vashon Island). Washington Conservation Commission and the King County Department of Natural Resources. Munsen Color. 1988. Munsen Soil Color Charts. Konmorgen Instruments Corp. Baltimore, MD. NRCS (Natural Resources Conservation Service). 1996. "Field Indicators ofl-lydric Soils in the United States." Prepared by USDA NRCS, in cooperation with U.S.E.P.A., U.S.F.W.S., U.S.A.C., and North Carolina State University. Version 2.0, June 1996. Reed, P.B. 1988. National List of Plant Species that Occur in Wetlands: Northwest Region (Region 9). U.S. Fish and Wildlife Service Biological Report 88(26.9). U.S. Army Corps of Engineers, Seattle District. 1994. "Washington Regional Guidance on the 1987 Wetland Delineation Manual." 5-94 Public Notice. U.S. Army Corps of Engineers. 1982. "Clarification of"Normal Circumstances" in the Wetland Definition." Regulatory Guidance Letter No. 82-2. U.S. Army Corps of Engineers. 1986. "Clarification of"Normal Circumstances" in Wetland Definition.' Regulatory Guidance Letter No. 86-9. (33 CFR 323.2(c)). April 2005 19 C:\Documents and Settings\KJRK-WORK MASTER\Praject-Work\Rol/uda Wetland\Rol/uda Wetland and Stream Report.doc K.C. Critical Area Study 1181h Avenue SE Wetland and Stream Report U.S. Army Corps of Engineers. 1992. "Clarification and Interpretation of the 1997 Manual." 3- 92 Memorandum. U.S. Department of Agriculture, Soil Conservation Service. 1991. Hydric Soils of the United States. U.S. Department of Agriculture, Soil Conservation Service Miscellaneous Publication No. 1491. USDA (U.S. Department of Agriculture, Soil Conservation Service). 1973. Soil Survey report of the King County Area, Washington. WDOE (Washington State Department of Ecology). 1993. "Washington State Wetlands Rating System: Western Washington." Ecology Publications #93-74. WDOE. 1995. "Use of the 1987 U.S. Army Corps of Engineers Wetlands Delineation Manual." 3-95 Public Notice. WDOE. 1997. "Washington State Wetlands Identification and Delineation Manual." Ecology Publications #96-94. April 2005 20 C:\Documents and Settings\KIRK-WORK MASTER\Project-Work\Rol/uda Wetland\Rol/uda Wetland and Stream Report.doc Figure 1. Location Map ',.{; •.::: ·..:.": ~:· •::, .:.: '.}'. ,Y, \ I ~;· ,::, '•" ,_, ::: L _____ _l_ ___ _ ------------ '" "• ,,, ., o,, .. ! •' 422 .. · 424 · . 426· ~ -----~ ' ' i 3nN3/\ '<I .,e.· n ·..:.: ~;· ,::, 1;;, .. •,::; .... •,£; ,:: .:. l ------------- Cll u = ·c u .8 ~ 0 ·c a. -er, <D ~ ::, -Cll ~ <D :<.:::: er, oi-C C = 0 (f) = ·x Cll <D w C N <D -0 <D er, ~ ::, Cll Ol <D u:: ~ Cll -------------------,--- --,.;...---"""""----------'? H.19 ~ ~ ., ,:., ,_, .:. ,;· •::, (}'. ,Y, ' , ¥ .,. • ·~,. i "1e· ·" ! ' i ,,-1' ·o,..,.. J ~ -----..! 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Q) ::::, ::i:: _Q> ::J u.. ..c Appendix 1 King County Critical Areas and National Wetland Inventory Data -·--·r -,._ @King County a:::mlll IIE!DI Ci§,11144¥ Comments M9¥il3,M ; :• County Boundary Sheets r H.g"1,1.r1 cf,,,/ A--.C11!'5 = :--1 Parcels SAO Stream :cat:; Legend D Lakes and Large Rivers ./,,./ StredlllS SAO Welland 2002 Cobr Aerial Photos ['Nest KC only) he information included on this map has been compiled by King County staff from a variety of sources and is subject to change without notice. King County makes no representations or warranties, express or implied, as to accuracy, completeness, timeliness, or rights to the use of such information. King County shall not be liable for any general, special, indirect, incidental, or consequential damages including. but not limited to, lost revenues or lost profits resulting from the use or misuse of the information contained on this map. Any sale of this map or information on his ma is rohibited exce t b written ermission of Kin Count KitJg .Co1.m_ty I GIS Center I News I Services I Co_mments I Search By visiting this and other King County web pages, you expressly agree to be bound by terms and conditions of the site. The dE;itails. http://www5.metrokc.gov/servlet/com.csri.esrimap.Esrimap?ServiceName=overview&Clie... 6/13/2005 @ King County IIIE!mlll lEl!lrllll CiA,·li34¥ Comments • -• 1- /,',:;,4 { ' /'-/ I' ,_I ;I County Boundary Sheets H:g-r~· A~;.1::. = Parcels WitHifa Nal',\'Otk SAO Stream C:=1 ;~: Legend D L:1k,:is and Large RFV"e.rs [[j SAD Wei.land ~ Chini:,ol; D~::-lri!:Jutbn • Sensitive Ar.ia Nolt::::e on Tilla 20:i2 0::ibr A.;:irial Phato"S (West KC &14114,M he information included on this map has been compiled by King County staff from a variety of sources and is subject to change without notice. King County makes no representations or warranties, express or implied, as to accuracy, completeness, timeliness, or rights to the use of such information. King County shall not be liable for any general, special, indirect, incidental, or consequential damages including, but not limited to, lost revenues or lost profits resulting from the use or misuse of the information contained on this map. Any sale of this map or information on his ma is prohibited exce t b written ermission of Kin Count King County I GIS Cer.ter I News I Services I Comment>? I ~earch By visiting this and other King County web pages, you expressly agree to be bound by terms and conditions of the site. The details. http ://www 5. metro kc. gov /serv I et/ com.esri. esrima p .Esri map ?S erviceN ame=overview &Clie... 6/13/2005 ® King County a:::mmllll ~ C14,'ii34W Comments Ci¥it3,M http: //www 5. metro kc. gov/ serv let/ com. es ri. esrimap. Esrima p ?Servi ceN ame=overview & Clie... 4/18/2005 . -County Boundary I-• Street'S ~ th,;tM-a,· /'/ A-1c,"-,a~ = D Parcels Incorporated Area ~ Fish and Ditch 'Nitllife N,atw::i:rk SAO Stream ,: C.-1 C:as;s;2~a ~ 0=2-S:lmard /\· Ci~J Llt.=ied Shoreline Managemant Des~nati:m 00 c~.n=,- mm N.r..ra: . R-.ra ffl Rcr.:t,CCl'1!'.l!!"'t.~' (art./ D . D legend lakes and Lar-;1e RN"ers Str-aam5 Fbodwa'J 1'JO Year Fl:mdplain \iVLRD C~annal Mt;iralbn Hazard Ar,sas Sola Saur-::.e Aquifer SAO Landslda SA:J Caal Ming SA:J Setsmi: SA:J Erasi:rn m Chinook Dfs.!ri~ulbn • Sensiliv.a Area Noti=:e en TiUa ~ WLRD Draina;ie Complaints c_..1 L.:1nd'::.li:.lB Hazard Drainage Area :u.n:: • ~ ---c,----- H=d Areas Suscep1.able to Ground Waler Contaminalbn he information included on this map has been compiled by Krng County staff from a variety of sources and is subject to change without notice. King County makes no representations or warranties, express or implied. as to accuracy, completeness, timeliness, or rights to the use of such information. King County shall not be liable for any general. special, indirect, incidental, or consequential damages including, but not limited to, lost revenues or Jost profits resulting from the use or misuse of the information contained on this map. Any sale of this map or information on his map Is prohibited except bv written permission of Kinq County. K1_ng __ C9t,J!M I GI_$ Center I News I S~J:VJ<::es I Comm__!lD_I!:, I Sef.ln;:_b By visiting this and other King County web pages, you expressly agree to be bound by terms and conditions of the site. Th_(;! details. http: //www 5 .metro kc. gov I serv let/com.esri. esrimap. Esrimap? ServiceN ame=overvi ew &Clie... 4/18/2005 Appendix 2 Wetland Rating Forms DRAFT WETLAND RA TING FORM-WESTERN WASIDNGTON Name of wetland (if known): nLon ~Otib.J5 Oro~ tAl(H .. "'c:\) r r 1 Location: SEC: 33 TWNSHP:&RNGE:5 Ii (attach map with outline of wetland to rating form) Person(s) Rating Wetland: Kirt:. 'yr:-~ Affiliation: el)IW ;C,.c., Date of site visit: _:ljz.1 }e.5 DRAFT SUMMARY OF RATING Category based on FUNCTIONS provided by wetland _ I_ n1 III_ IV_ Category I= Score >70 Category II = Score 51-69 Category III = Score 30-50 Category IV = Score < 30 Score for Water Quality Functions Score for Hydrologic Functions Score for Habitat Functions TOTAL score for functions Category based on SPECIAL CHARACTERISTICS of wetland I II_ Does not Apply _)S._ 20 I~ I,(. Final Category (choose the "highest" category from above) I / I I Check the appropriate type and class of wetland being rated. Estuarine Natural Herita e Wetland Bo Lake-frin<>e Mature Forest Slo e Old Growth Forest Flats Coastal La oon Freshwater Tidal Interdunal None of the above Wetland Rating Fonn ~ western Washington August 2004 Tidal Fri WATER QUALITY FUNCTIONS -Indicators that wetland functions to improve water quality R R 1. Does the wetland have the potential to improve water quality? (seep. 50) R R 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 Depressions cover> 1/2 area of wetland Depressions present but cover< 1/2 area of wetland No de ressions resent R 1.2 Characteristics of the vegetation in the wetland: points= 8 points= 4 points= 2 oints = 0 Forest or shrub> 2/3 the area of the wetland points= 8 Forest or shrub> 1/3 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 un razed emergent< 1/3 area of wetland oints = 0 Add the points in the boxes above 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 of pollutants. R -Grazing in the wetland or within 150ft .'lL 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 Jogging .X Residential, urban areas, golf courses are within 150 ft of wetland _X, 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 -Other ------- YES multiplier is 2 NO multiplier is 1 TOTAL -Water Quality Functions Multiply the score from R 1 by R 2 Add score to table on . 1 Comments Wetland Rating Form-western Washington 7 August 2004 ,, multiplier 3.;2. R R HYDROLOGIC FUNCTIONS -Indicators that wetland functions to reduce floodin and stream erosion R 3. Does the wetland have the potential to reduce flooding and erosion? see . 54 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 of stream). If the ratio is more than 20 If the ratio is between 10 -20 If the ratio is 5-<10 If the ratio is 1-<5 If the ratio is < 1 points= 9 points= 6 points= 4 · points= 2 oints = 1 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> 213 area Forest or shrub for> 1110 area OR Emergent plants> 113 area Ve etation does not meet above criteria points= 7 points= 4 oints = 0 R Add the points in the boxes above R R 4. Does the wetland have the opportunity to reduce flooding and erosion? (seep. 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 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 b D multiplier ;i.o rttlltlltirt&llffllllJfilfiijas of all HE:~IJJf' HABIT AT FUNCTIONS -Indicators that wetland functions to provide important habitat H 1. Does the wetland have the potential to provide habitat for many species? H 1.1 Vegetation structure (seep. 72) Check the types of vegetation classes present (as defined by Cowardin) if the class covers more than 10% of the area of the wetland or 1,4 acre. __ Aquatic bed _2S___ Emergent plants Scrub/shrub (areas where shrubs have >30% cover) ..2S__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 types that qualify_ H 1.2. Hydroperiods (seep. 73) If you have: 4 types or more 3 types 2 types 1 e points= 4 points= 2 points= 1 oints = 0 Check the types of water regimes (hydroperiods) present within the wetland. The water regime has to cover more thall I 0% of the wetland or 1,4 acre to count. (see text for descriptions of hydroperiods) __ Permanently flooded or inundated __ Seasonally flooded or inundated __ Occasionally flooded or inundated __ Saturated only 4 or more types present 3 types present 2 types present __ 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) points= 3 points= 2 point= I Count the number of plant species in the wetland that cover at least 10 ft2. (different patches of the same species call be combined to meet the size threshold) You do not have to name the species. Do not include Eurasian Mi/foil. reed canarygrass, purple looses/rife, Canadian Thistle If you counted: List species below if you want to: Wetland Rating Form-western Washington 13 > 19 species 5 -19 species < 5 species points= 2 points= I points= 0 August 2004 \ 3 I H 1.4. Interspersionofhabitats (seep. 76) Decided from the diagrams below whether interspersion between types of vegetation (described in H 1.1), or vegetation types and unvegetated areas (can include open water or mudflats) is high, medium, low, or none. 0 None= 0 points Low= 1 point Moderate = 2 points [ riparian braided channels] High = 3 points NOTE: If you have four or more vegetation types or three vegetation types and o en water the ratin is alwa s "hi h". 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 of points 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 (Im) over a stream for at least 33 ft (!Om) __ Stable steep banks of fine material that might be used by beaver or muskrat for demring (>30degree slope) OR signs ofrecent beaver activity are present __ At least Y. 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 Comments H 1. TOT AL Score -potential for providing habitat Add the scores in the column above Wetland Rating Form~ western Washington 14 August 2004 3 /0 H 2. Does the wetland have the opportunity to provide habitat for many species? H 2.1 Buffers (seep. 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) ofrelatively 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) ofrelatively 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. Light to moderate grazing, or lawns are OK. Points= 2 -No paved areas or buildings within 50m of wetland for >50% circumference. 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, 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 or upland) that is at least 150 ft wide, has at least 30% cover of shrubs, forest or native undisturbed 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 part of 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 in size? OR a Lake-fringe wetland, if it does not have an undisturbed corridor as in the question above? YES= 2 points (go to H 23) NO= H 2.2.3 H 2.2.3 Is the wetland: within 5 mi (8km) of a brackish or salt water estuary OR within 3 mi of a large field or pasture (>40 acres) OR within 1 mi of a lake greater than 20 acres? 0 YES = 1 noint NO= 0 points --~·-----------~-~-~-~---~ Wetland Rating Form-western Washington 15 August 2004 ; H 2.3 Near or adjacent to other priority habitats listed by WDFW (seep. 82) Which of the following priority habitats are within 330ft (IOOm) of the wetland? (see text for a more detailed description of these priority habitats) _)L 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 mixed 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 100%; 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 ofrock rubble ranging in average size 0.15 -2.0 m (0.5 - 6.5 ft), composed of basalt, 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 breeding 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 (1,0 acres) and is surrounded by urban development. __ Estuary/Estuary-like: Deepwater 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 orioritv habitat= 1 noint 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) (seep. 84) There are at least 3 other wetlands within 1h 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 V2 mile points= 5 There are at least 3 other wetlands within 1h mile, BUT the connections between them are disturbed points= 3 i The wetland is Lake-fringe on a lake with disturbance and there are 3 other lake- fringe wetland within 1h mile points= 3 There is at least 1 wetland within V, mile. points= 2 There are no wetlands within V, mile. points= 0 H 2. TOTAL Score -opportunity for providing habitat 4 Add the scores in the column above Total Score for Habitat Functions -add the points for H 1, H 2 and record the result on '-I p, 1 Wetland Rating Form-western Washington 17 August 2004 CATEGORJZATION BASED ON SPECIAL CHARACTERISTICS Please determine if the wetland meets the attributes described below and circle the appropriate answers and Category. WetlaridType·.......... . )C> ·· ..... ·· .. Checko]Jt,,ny criter(a that. afplf to the wetland .. Circle the appropriate Catiig¢,y wlten.thi:dro riat~ criteria are met. SC 1.0 Estuarine wetlands (seep. 86) Does the wetland meet the following criteria for Estuarine wetlands? -The dominant water regime is tidal, -Vegetated, and -With a salinity greater than 0.5 ppt. YES= Go to SC I.I NO SC 1.1 Is the wetland within a National Wildlife Refuge, National Park, National Estuary Reserve, Natural Area Preserve, State Park or Educational, Environmental, or Scientific Reserve designated under WAC 332-30-151? YES = Cate o I NO o to SC 1.2 SC 1.2 Is the wetland at least I acre in size and meets at least two of the following three conditions? YES = Category I NO = Category II -The wetland is relatively undisturbed (has no diking, ditching, filling, cultivation, grazing, and has less than I 0% cover of non-native plant species. If the non-native Spartina spp. are the only species that cover more than I 0% of the wetland, then the wetland should be given a dual rating (VII). The area of Spartina would be rated a Category II while the relatively undisturbed upper marsh with native species would be a Category I. Do not, however, exclude the area of Spartina in determining the size threshold of I acre. -At least% of the landward edge of the wetland has a 100 ft buffer of shrub, forest, or un-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. Wetland Rating Form -western Washington 18 August 2004 Cat. I Cat. I Cat. II Dual rating I/II SC 2.0 Natural Heritage Wetlands (seep. 87) Natural Heritage wetlands have been identified by the Washington Natural Heritage Program/DNR as either high quality undisturbed wetlands or wetlands that support state Threatened, Endangered, or Sensitive plant species. SC 2. I 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 WNHI'!DNR) S/f/R information from Appendix D _ or accessed from WNHP/DNR web site _ YES __ -contact WNHP/DNR (seep. 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 species? YES = Category I NO __ . ', ··- 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. If you 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 field key to identify organic soils)? Yes -go to Q. 3 No -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 are floating on a lake or pond? Yes -go to Q. 3 No -Is not a bog for purpose of rating 3. Does the wetland have more than 70% cover of mosses at ground level, AND other plants, ifpresen~ 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 No -go to Q. 4 NOTE: If you are uncertain about the extent of 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)? 4. YES = Category I ::Jo_ Is not a bog for purpose of rating Wetland Rating Form-western Washington 19 August 2004 Cat. I Cat. I . . . SC 4.0 Forested Wetlands (seep. 90) Does the wetland have at least I acre of forest that meet one of these criteria for the Department of Fish and Wildlife's forests as priority habitats? If you 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-layered 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 forests do 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 oflarge downed material is generally less than that found in old-growth. 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 7" of the landward edge of the wetland has a 100 ft buffer of shrub, forest, or un-grazed or un-mowed grassland. -The wetland is larger than 1/10 acre (4350 square feet) YES = Category I NO= Category II Wetland Rating Form -western Washington 20 August 2004 Cat. I Cat. I Cat. II SC 6.0 Interdunal Wetlands (seep. 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 _ not an interdunal wetland for rating If you 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 • Gray land-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 ll NO -go to SC 6.2 SC 6.2 Is the wetland between O .1 and 1 acre, or is it in a mosaic of wetlands that is between 0.1 and I acre? YES = Category III Wetland Rating Form-western Washington 21 August 2004 Cat. II Cat. III Appendix 3 Routine Wetland Determination Data Forms Project/Site: eJrtivs P,,,,/C,rht Applicant/owner: U, OrJ,JJ Investioator<s ): v. ~1c. 1'2.. .,.Jf, . DATA FORM 1 (Revised) Routine Wetland Determination (WA State Wetland Delineation Manual or 1987 Corps Wetland Delineation Manual) Date: lf /Z-1 Jos County: K ,i-.;,- State: 144 ' Str/R: 3 ~ /1 .. :~..; / $IE Do Normal Circumstances exist on the site? @ Community ID: ' no Is the site significantly disturbed (atypical situation)? )'t."S ~ Tran sect ID: w ... 1-1~-J. St. .. rlc.. Is the area a potential Problem Area? yes Plot ID: Pio+ Exnlanation of atvnical or oroblem area: VEGETATION (For strata, indicate T -tree; S -shrub; H -herb; V-vine) Dominant Plant Species Stratum % cover Indicator Dominant Plant Soecies Stratum % cover Indicator L.J<1 /ix-., I! lo ?/J.C.,- V ~ l..,o" h,_«'i I-{ s Ct4f_+- V 5,l-t s :;o {p.c_,;. " l,(c..Jc. ( =ll-vflw""J.. -r (.o (;.AC, Cl. A A, \,L/" 'T '-to ~(,. t.;J(._~ ~ f.\-e,w..\.,c.k., ' 30 W\0.)- HYDROPHYTIC VEGETATION INDICATORS: % of dominants OBL, FACW, & F AC 6b_ Check all indicators that apply & explain below: Visual observation of plant species growing in )4 Physiological/reproductive adaptations JS_ areas of prolonged inundation/saturation Wetland plant database Morphological adaptations X Personal knowledge of regional plant communities ___2S_ Technical Literature Other (explain) Hydrophytic vegetation present? ~ no Rationale for decision/Remarks: HYDROLOGY Is it the growing season? (E) no Water Marks: ~ no Sediment Deposit~ no on Based on: soil temp (record temp ___ _J Drift Lines: @ no Drainage Patterns: tf!J no other ( exolain) --~~~v>.J.'-- Dept. of inundation: --inches Oxidized Root (live roots) Local Soil Survey:(!!}) no Channels <12 in. yes no Depth to free water in pit: __o_,5_ inches F AC Neutral: yes no Water-stained Leave® no Depth to saturated soil: M inches Check all that apply & explain below: Other (explain): Stream, Lake or gage data: -- Aerial ohoto,rraohs: Other: Wetland hydrology present? (!.:) no Rationale for decision/Remarks: SOILS Map Unit Name A\ c\.rwoe><\ --==~-~-----Drainage Class ________ _ (Series & Phase) Yes No Taxonom Profile Description Depth Horizon Matrix color Mottle colors Mottle abundance Texture, concretions, Drawing of soil (inches) (Munsell (Munsell size & contrast structure, etc. profile moist) moist) (match descri11tion) 0, ,r,, A /<l'f/<. I z./ I l ¥,- ~ I i:. Hydric Soil Indicators: ( check all that apply) . --Histosol ~ Matrix chroma:<:; 2 with mottles __ Histic Epipedon __ Mg or Fe Concretions y. Sulfidic Odor ~ High Organic Content in Surface Layer of Sandy Soils __ Aguie Moisture Regime __ Organic Streaking in Sandy Soils __jt;_ Reducing Conditions --Listed on National/Local Hydric Soils List 'I( Gleved or Low-Chroma (=I) matrix Other ( exolain in remarks) Hydric soils present? ,(!::) no Rationale for decision/Remarks. Wetland Determination (circle) Hydrophytic vegetation present? ~!) no Hydric soils present? no Is the sampling point 6!J no Wetland hvdrolo"" oresent? no within a wetland? Rationale/Remarks: AH ""~; u.:k(J v,,.J. NOTES: Revised 4/97 Project/Site: Ofk..is f'°f d+rg- Applicant/owner: :::r O(l-w .S Investigator( s): iC,,k VrMl(u DATA FORM 1 (Rr,vised) Routine Wetland Detennination (WA State Wetland Delineation Manual or 1987 Corns Wetland Delineation Manual) Do Normal Circumstances exist on the site? yes no Date: q/i-1 /05 County: I(""'~ . State: vJA S/T/R: .'37 /2...,,,.1 / Slz. Conununity JD: ' Is the site significantly disturbed (atypical situation)? yes no Transect ID: Ufk,J-s...""(l,., Is the area a potential Problem Area? yes no Plot ID: f{o-r Exolanation of atvnical or oroblem area: VEGETATION (For strata, indicate T = tree; S = shrub; H = herb; V = vine) Dominant Plant Snecies Stratum % cover Indicator Dominant Plant Soecies Stratum % cover Indicator ~ °'"' i::::i..i ..... 5 ZS FAW ..J i'v-.t.. A~ : L -5 10 f/.\C.U ' i?I,., I, (!..A. ~ --r /.,,Q ~U'I <L ,\ il\h r T lj:O rAc., ~<9" 11.. -'-(,.. ' ~~ 3U HYDROPHYTIC VEGETATION INDICATORS: % of dominants OBL, F ACW, & FAC L/0 Check all indicators that apply & explain below: Visual observation of plant species growing in Physiological/reproductive adaptations -- areas of prolonged inundation/saturation --Wetland plant database -- Morphological adaptations --Personal knowledge of regional plant communities -- Technical Literature Other ( exolain) Hydropbytic vegetation present? yes (!::) Rationale for decision/Remarks: HYDROLOGY . Is it the growing season? (i) no Water Marks: yes @) Sediment Deposits: yes @ on Based on: soil temp (record temP, _ __J Drift Lines: yesc_9 Drainage Patterns: yes@ other (explain) ~ ( Dept. of inundation: -inches Oxidized Root (live roots) Local Soil Survey: yes 1f!J, -- Channels <12 in. ves no Depth to free water in pit: )/(,, inches FAC Neutral: yes no Water-stained Leaves yes ~ Deoth to saturated soil: ;> L6 -inches Check all that apply & explain below: Other (explain): Stream, Lake or gage data: -- Aerial photoeraohs: Other: Wetland hydrology present? yes b Rationale for decision/Remarks: SOILS Map Unit Name -~A~\-"'k;,._...r,J.._co=-~---- (Series & Phase) Taxonom Profile Description Depth Horizon Matrix color Mottle colors (inches) (Munsell (Munsell moist) moist) /0 A/B :2,5 Yfl. j 3 /3 Hydric Soil Indicators: (check all that apply) Histosol --__ Histic Epipedon Sulfidic Odor --__ Aquic Moisture Regime __ Reducing Conditions Gleyed or Low-Chroma (= 1) matrix Hydric soils present? yes {§> Rationale for decision/Remarks: Wetland Determination (circle) Hydrophytic vegetation present? yes I Hydric soils present? yes Wetland hvdrolo"" present? ves Aw Rationale/Remarks: Drainage Class ________ _ Field observations confirm Yes No Mottle abundance Texture, concretions, Drawing of soil size & contrast structure, etc. profile (match descri11tion) 0 -A . - Matrix chroma s 2 with mottles -- __ Mg or Fe Concretions __ High Organic Content in Snrface Layer of Sandy Soils __ Organic Streaking in Sandy Soils --Listed on National/Local Hydric Soils List Other ( explain in remarks) Is the sampling point yes no within a wetland? ,J, ,',Ji c...Ji~ &, ..,J-t ..... J ' NOTES: Revised 4/97 ® King County Land Use Pre-application Meeting Request Form Department of Development and Environmental Services Land Use Services Division 900 Oakesdale Avenue Southwest Renton, Washington 98055-1219 206-296-6600 TTY 206-296-7217 For alternate formats. call 206-296-6600. To be completed by DDES Staff Pre-application No. Date Received (Stamp) Aosft>1Z!8 • K.C. 0.0.E.S . Please print: Applicant Name: Je.-,.,., i \:-e..-[)pl--,...);, Date: , _ 14"-0 S' Address: \"1~ t.f Lj 11Btl>\ ,A. '-J e. s f; Phone: Fax: Project Description: ~ I, ,:,., ~ I" I (\ '\- ( .--., .,.. =; C-<---+ A-.r c_J.1, , l _ ' ,.\--·-'.;.. le_.-i ';?,-,I\, .,l ..... , I . 'D,,, l.... ,/ /( :,,v c+,., ( 7. a '7 -q 57 ,.. . ; I ; I p.,,, nV '. Permit(s) being requested: (j Project Address/Location: 11 b ',-,lj. I I~ t-1,,, lqJe S~ Parcel No(s): 6 I ~ , ~ D 044 c Please indicate if pre-application is: D Land Use Feasibility lil Mandatory D Consolidated - Check the box(es) regarding issues you wish to discuss: ~ Land Use Permit Issues: Subdivision/ CUP I Variances I Reasonable Use/ PAUE I Site Issues: Zoning I Setbacks/ Density / Subdivision Design / Landscaping Site Issues: Traffic/ Road Access/ Road Improvement I Road Variances/ Parking Layout Site Issues: Drainage/ Site Development/ SWDM Variances & Adjustments Shoreline Issues: Substantial Development Permit/ Permitted Uses/ Shoreline Setbacks ~ SEPA Issues: SEPA Checklist/ Off-Site Improvements / Mitigation Wetland/Stream Issues: Buffers/ Building Setbacks/ Flood Plains/ Mitigation Geotechnical Issues: Steep Slope/ Landslide /Seismic/ Coal Mine/ Erosion Clearing/Grading Issues: Site Development / Clearing Restrictions/ Site Restoration Building Issues: Building/ Mechanical: HVAC/Energy/ Barrier-Free Standards Fire Issues: UFC / Fireflow /Access/ Sprinklers/ Alarms/ Hazardous Materials Health Issues: Sewer/ Septic/ Water I Groundwater/Noise Impacts Other (Specify): Check out the DDES Web site at www.metrokc.gov/ddes Land Use Pre-Application Meetings Information & Request Form lc-infreq-preap.pdf 04127/04 Page 3 of 4 Please indicate the numbers and types of representatives that will be at the pre-application meeting from your design team: \Nill Attend D IRl ~ D Will Not Attend 0Applicant 0Architect 0Civil Engineer 0Developer Will Attend D D D D Total Number Attending: Will Not Will Attend Attend 0Geotechnical Consultant D 0Landscape Architect ~ DLegal Consultant D 0Property Owner Will Not Attend D Structural Engineer D Wetlands Consultant D Others: I certify that I am the applicant for this pre-application meeting request and I understand that DOES will assess hourly review fees for each DOES staff member involved in pre-application research, meetings and post-meeting follow-up work, and that I assume financial responsibility for all fees associated with this request. Applicant's signature Note: An advance deposit of $392.44 is required to schedule a pre-application meeting. All checks must be payable to King County Office of Finance. If you have any questions about your pre-application meeting, please contact DDES at 206-296-6600. Check out the DOES Web site at www.metrokc.gov/ddes Land Use Pre-Application Meetings Information & Request Form lc-infreq-preap.pdf 04127104 Page 4 of 4 /,) PROJECT INFORMATION PROPERTY ADDRESS: -T'fl"ARCTL ·No:· .. SITE AREA: ZONING: 17644 118TH AVE SE RENTON, WA 98058 619660-0440 89, l 56 SQUARE FEET (2,047 ACRES) R6-S0 15' SfR(/,11 SEIB,l(:K 15" 'll{ll_JJ,II) S£IBtl:K I 00" W£TLAN!l B\JITTR " /,. ---------r--------------------f ''°" I LOT 2_ a · <'..' ;,. ~ • 0 • ~[~JJ ~J !r) ,·_',') r::;.:·:·1 ' ,, C---------( . .,, c=:.:J __,.. [lJ:cJ_ I :z: (~---~) :::> [_lJ1fJ -, ·ro:s ' ~' ' . ' ' -·- 1 I L I ·------~ : I ~ . . . ----' ( I ',~l "-·+ ;1·· .. '=-··, ' '' ' 1 ,-,.·-. 0 ' , ' , ' , a ' ' -"' ' I ------.. . I LOT 3 I'-/ .-.. / ~L _________ _ i I I _j: ___ -::_ . ---··--\ '~ ~4"' '~,',, ~L----~~--I I I L ___ ------I \ '"" L ATER DETENTION/WO FACILITY ~i~t~~ BE DETERMINN~DVAULT/PIPE IN EASEMENT CAN BE UNDERGROU ~:/ ~~ ~ 'v~ 5(~~ -~<o .. c.,G CJ) Ill 0 0 () ':i. 1 ~t CI H f I :: & ~ j "'I I' .§ ~; ~ E ~i ~ ; I KING COUNTY A05PM218 2002 PHOTO N streets Wa ter Bodies Par cels Aerial Photos • 2002 N City Bouooanes Cities 1·= 500 feet 400 Feet @ King County The tnformalion included on 1h13 map hlits been compil9d by King C:O,..,ty st.aff from a VW!fl<y of soixon and is Slbjecl !O Change wilhWI nolice. K ing Co.rnty maluts no re?'9"1rta!ions0fwarr&nies, e.icprHs or L~ted, as 10 lhe IICOJW:y. ~teness, timahness. or nghls to the use of ,uch rlormatlOn. King Colrlry shall not be liable for arr, genwal, speci.al, indlrecl, (n::,dert.aj, or consequeotlill damagH ndud'ing, bul not timitlld IO, lost raverues Of k>sl FofiUI relolJling from the uli8 or m9U98 of lhll irlormallon oonlained on !hlS map. Arrf sale cf INS map or into..-mar..on on ltu m.p Is pro~ilec, excep( by written PQrR"IISSlon of tGrs;;ij Coorty_ A05PM218 2002 PHOTO Wa ler Bodies Parcels Aerial Pllotos • 2002 Cities 50 1"= 100 feet 100 Feel (@) King County The inlOfmahon included on 11'v1 map has been compl8d by Kino c.ounty-staH from a vanety ol lJOU"Ce8 ¥I:! is SlbJ&CI to change ~lhoul rotu K'ing Counly mato.as no repr.sentations or ~ariias, e,.p-1191 °' lfll)lted, as to the aGO.X"tli:.Y, ~elenH$, timel1nHS, or nghlS to the use of SUGh intormahon. King Cc:,uriy shall rd be !latM for afrf general. sp,teial, "'°rect. ircidenliil, or consequenlial damages tneluding, but oot l1rrs!ed to, losl r.ven...s"' k,st profits resulting from the u• or mSU518 o( Iha 1rlonnation contar4d o n ttn map. Any sale a( lhis map or nlormahon on ths ma p 1t J.YOhOlled 11xcap1 by 'M"!nen pemusion of Klr., c"'"'Y Plot date: Jun 27, 2005; \\ddes001\x01'-0is\av_devl!)rojects'oose2.apr r ' I ------- SE 1 77T H P L \ ' \ \ \ t: ... ... ~ w Cl) ~ K I NG COUNTY A05PM218 ~I CAO <" J fv' Water COUrse (WLR) N Streets Water Booies , ' -' "v-,,~ 1!_1 ~ I )-,t ,I, ,, ' i!J J>Jea rJ Potential Wetland Influence (2004) v' W ildlife Habitat Consetvation J>Jeas (2004) Parcels ..._J Aquabc J>Jeas Buffer (2004) Clltical Aquifer Recharge J>Jeas (2004) , .. 1 ., '_, ' -, .... , -, ··'~''". -, ... -', , ' I t'-r L"I' 1;"1 ._,.,, ,, , .... ' ... ' -~ -, ,-, -' , , ' -• •-J. "L > ~ '"-' •d• , ' ,, <'' , 1 -~~,-,'i'") j >'• ~1 , nr · ,, ' ' !I, . --... ' -,. -, -, -. 1 _( ,a! 1' LA•' .I ) .J' ,.1 " , ' , ' ~ ,, ... -I( -,_ ' -_, - I i I, I I I t-,1 I ll'o I ( -~ .! '--'-, ,, ~ ' ~ 1-f ll I .a, .. ~,1-1,, ,, ' ' ... ,_ ·~ .... -, , ,, ,, .. I ' I.,, -. .. i, 1-,C , ' ' " --) -, "" ,_ ' --' ( J 'I I I 'It ) I VI I 1'._t' -.,. -~ -,--' -, ' ' , ,, ~ 'f-I f,, '1 I,. 1-.1 ~ f r,1 ,., , ' ' ., -' -~ -, ,-,_ a. ' , . ~ _v - ' i, C.. .. ,,. I ~ > ,, ~> ',-.,,', 'i ,.,.., - .,,._', .. ~> .. ' > ; ,_ ,_ -, l'I I ('fJ '" ,,.., ' -2 3 Basin CondibOOS (2004) High Medium Low N Oty Boundanes C1t1es 1·= 500fcel 400 Feel @ King County The IOfa-mation trdl.Jded on this map has been ~ed by King County siatf 1rom a variety of SOU"ca a'ld rs Sl1))0CI lo cha~e withOul not,ce, Kng Counry makes no rep,osentall()('I$ or warranrie$, exprtts or~. as OC) !tie ~ocy. ~ieness. tlrnelineiss. °' nghts to trie use cl IUCh Information. t0ng County snail not be liab.e fOf &frf QOf'IOt'al, special, indirect. inctdenlal . OI CO~ia damages lrd..drliJ, but no< hl'J'l(ed 10, IOSI rewrues 0< lost profils resuting from the use a-misuse o( Irie irlormation contained on this map Arty sak!-of this map or information on this map 1s prohb't«I e.xC$pl by written pennission ot Ki Couriy. Plot date: Jun 27. 2005; l \ddes001\x011gls\av_dev\p(Ojectslbase2.apr '----.1. ,I ~+ I TER/QUALITY ---_ _u PUllOVIDKY RIL ·--· i .. SE 177TH PL Ill Ill Ill i .. mTH<lo -N~ERVATI_ON--7.~ · · I I I / ! t--~ FiLO]N, ~Q~TRq 11 H L • . I .. / LJ I ,;'----' ---J . LHDA'S MAPl!ED-~· -~ I I A05PM218 2005 SWDM N Stree1S Water Bodies Parcels Landslide Hazard Drainage Areas CJ Landslide Hazard Drainage CJ Landslide Hazard Ar.,;, Bogs (2004) -BOG DA CfNW All Other Values Water Quality (2004) Basic -Sen&ave Lake Treatment Areas N C.1y Boundanes Cnies 0 400 Feet !!! t"= 500 feet @ King County The 111.tormation induded on tr\13 map ha$ t>Nn O'.Jtr4)1fad by Kl~ County ataff from a waiety ot 90U"CltS wd II s.qect lo Change 'Mthout rotica. King CoJnty mak.H no r111?"esentlill1001 or warrwt,es, P?'VH or 1mphed, as IO lhe acCl.J'acy, ~lena:P, timeliness, or nghls IO Ille use of tueh information King County s~ nol be II.able for any- general, special, indirect. incid8rt81, or con913qU9rtlal damage.a 1nc1ua·,ng. but not rm ted to. lost revenue5 °' 1o11 p-ohts resulting from lhe use or rTlSUS8 of the ira'ormatoo contatned on this map. Air/ sae ol thts map or U'lformahon on 1m map ~ prohibited exc.ept by wntlen perm1$$K)(I of King Coue<y Plot dale: Jun 27. 2005; \\ddes0011x01~slav_de'J\projects\base2.apr se 177TH PL Plot date: Jun 27, 2005; \\ddes001\x01'(jis\av_dev\projects\basc2.apr SE 176-TH ST ~ ... 111 I A, .. ~ I') .. j ~ ;1 I SE PETROVITSKY RD ~ I + / ·,. A05PM218 ZONING /,/Trails a Schools/School Facililies N Streets Water Bodies Road Rlghts-Ol·Way Parcals [:]Par1<s ZOOir(l A-10. AQrieultural. one DU per 10 acres &...I A·35. AQrieultural. one DU per 35 acres -F -Forest M-Mineral RA-2.5 -Rural Area, one DU per 5 acres RA-5 -Rural Area. one DU per 5 acres RA-10 -Rural Area. one D U per 10 acres UR . Urtlan Reserve. one DU per 5 acres R-1 · Res,ctootoal. one DU per acre R-4 -Res,dential. 4 DU per acre R-6. Res,demoal. 6 DU per acre R-8 . Res1denllal. 8 DU per acre R-12 . Res1de11ha l, 12 OU f)e(" acre R-18 . Res1de11lla l, 18 OU per acre R-24 . Res,denl,al, 24 DU per acre R-48. Res,denlial. 48 DU per acre NB -Neighbornood Bus,ness • CB -COmmunity Business -RB -Regiooal Business • a-Office 1 -lnduslrial NOtyBoundanes Olies 0 500 1000 Feet ,·~ 1000feet ® King COunty The 1rla,mat,cn 1rduded on this map has belin c::on1)11ed by Ki~ County ataft from a va"ltltyof aou""cu ~ is~ tc Change "Mlhoul rotice . Kng Counly mat.as no represemacior\S or warran1ies, •xiress or~. as to It'll a:x:uracy, <:001)!e1enos-s, timeliness, or ,vits lo the U9e o( sucn infonnatt0n. King County Shal nc( be liabkl for arr; g808(al, special , indiroct. lncidenlal, Of COnseQUltnl:l.ii ~~~:~::,~~~°:~'':'::.:::~~~=: oontalned on lhis map My $aHI' of ttvs map or int«mooon on I his map IS prooibhed excep! by written penrissk>n of Ki CooNy. Plol date: Jun 27, 2005; \\ddes001\x01\gis\av_dev,projecls\base2.apr A05PM218 HYDRO/GEO Bald Eagle Nests Wildltte Nelwonc t:J Basins N Streets SAO Stream ~~p l'S/_2S "J'v 3 ,'\' u ~ SAO Wetland (1998) E::a SAO Landslide SA0Coal Mine CS) SAO Se<srmc g SAO Erosron Water Bodles D WLRD Drarnage C-Omplaints Parcels Parcels near Eagle Habitat -WDFW1 0 WDFW2 OR TREES 1 B WDFW2 OR TREES3 TREES2 N C:ty Boundaries N FEMA Cross sections ElJ FEMA FIOOdway D FEMA 100-yr. Flooq,ialn aues 500 1"• 1000 feel 1000 Feet ® King County The informalon 1rduded on this map has been comp40d by Ki~ County .t.tt from a vMe<y of sources .n:t is Sl.Oject to ~ without nolice King Cooney makes no representations or 'NWl'n11t•. eJCpress °' ~ied. as to the aocu"'acy, complelene83, t1mehnes.e, « rigNs lO Iha use of 91.JCn l'lformal10n King ~ly arl8tl nol be lla>ie tor w,y general, speoal, trdirect, iroderfal. orcons,equertlal Clamages induding, bu( nol hrTVled to . lost re....enue-s or losl pro!"its r eSI.Jll"IQ from lhtt u,e ot msu,,e of the irtonnat,on contained on lhi$ map Any sale of lhi, map 0< informac«>n on tt'is map is jY"Ohit:xted eJtcepl by written permissk>n ot Kl'lJ C.OUrfy. Plot date: Jun 27, 2005; \\ddes0011x01\gislav_devlprojectslbase2.apr I ~ tJ \ --i I ---~-......_- * + '~ I PAL A05PM218 ARTERIALS /\J Streets Water Bodies Parcels /\J City Boundaries Cities 0 1000 2000 3000 4000 Feet 1 ·= 3333 feet @ King County The informat10n irduded on lM map nos ooe-n c.ompiled by Klo. ~ staff from a v.viet<r of SOIIC4)$ an:t as Slbt&Ct '° CtlafQe 'Mlt'IOUI rotb. KJrlg Coun(y mal(es no represer'l(ations or watTanlies. expre$$ or irnpll,ed. as IO lhe .x;u'acy, completeneu. tll'l'll!!lilne$$. or nghis IO 1he use o r such information King Courty Shal not o,e, Ii~ for .li'l"f Qef'l9fal, special. indirect, incidereal , or conseq1.1en1ial datllaQ8S lnciudjng, bul not lmted IO, IOSI ~ or IOSI ,:rofrts resu1,ng from the use °' misuse ot Iha irtorma1lon contained on 1rws map Anysale of this map or infortl'\a!IC>n on tr.s map is prahlbited excepc by wntten pemission ol l<trli] Cour,y P1ot date : Jun 27, 2005. \\ddes0011>01\gi$~v_dev'lp<ojectslbase2.apr soc @ King County am.mm llm1II &14191§49 Comments WB¥ii4,M By law this information may not be used for commercial purposes. Assessor Real Property Records: Parcel Number 6196600440 Taxpayer OPHUS JENNIFER K Account Number 619660044006 Tax Year 2004 Levy Code 4250 Tax Status TAXABLE Taxable Value Reason NONE OR UNKNOWN Appraised Land Value $137,000 Taxable Land Value $137,000 Appraised Improvement $108,000 Taxable Improvement Value $108,000 Value Taxpayer OPHUS JENNIFER K Parcel Number Account Number Levy Code Tax Year 2005 Tax Status TAXABLE Taxable Value Reason Appraised Land Value $137,000 Taxable Land Value 6196600440 619660044006 4250 NONE OR UNKNOWN $137,000 Appraised Improvement $108,000 Taxable Improvement Value $108,000 Value Assessor Property Sales Records: Tip: Use the Recorders Office Excise Tax Affidavits Report to see more sales records details Sale Date 3/26/2004 jSale Price l$o Seller Name OPHUS JENNIFER K Buyer Name OPHUS JENNIFER K+MICHAEL J Sale Date 6/13/2003 !Sale Price 1$0 Seller Name BYERS MAYNARD J Buyer Name OPHUS JENNIFER K Sale Date 3/20/1996 I Sale Price 1$75,000 Seller Name RICKETTS WILLIAM E Buyer Name BYERS MAYNARD+JENNIFER K Assessor Parcel Records: District Name KING COUNTY Property Name Property RESIDENTIAL Type Plat Name Single Family NORTHWESTERN GARDEN Present (Res Page I of3 soc TRACTS DIV NO. 01 Use Use/Zone) Plat Block 2 Water WATER System DISTRICT Plat Lot 4 Sewer PRIVATE System Lot Area 89,733 SqFt (2.06 acres) Access PUBLIC Section/Township/Range NW33235 Street PAVED Surface Assessor Legal Description Records: Account Number 619660044006 Record 01 Number Legal Description 4 2 NORTHWESTERN GARDEN TRS DIV #1 Assessor Residential Building Records: Address 17644118TH AV SE 98058 Building Grade Low Building number 1 Average Condition Good Bedrooms 2 Year Built 1935 Baths 1 Year Renovated 0 1 /2 Baths 0 Total Living SqFt 1292 3/4 Baths 1 1st Floor Sq Ft 980 Stories 1 Half Floor Sq Ft 312 Single Story Fireplace 1 2nd Floor SqFt 0 Multi Story Fireplace 0 Upper Floor Sq Ft 0 Free Standing 0 Fireplace Total Basement SqFt 930 Basement Garage SqFt 0 Total Finished Basement 0 Attached Garage SqFt 0 SqFt Finished Basement Grade NONE OR Open Porch SqFt 60 UNKNOWN Daylight Basement y Enclosed Porch SqFt 0 Heat System Forced Air Deck SqFt 0 Heat Source Gas Percent Brick Stone 0 This report was generated: 6/27/2005 2:50:42 PM Related on-line re arts: King County GIS: Property information FAQ King County Assessor: Submit a rit!lJ!!'St to~~o_r:rect this information DOES: Permit Applications Report King County: Districts and DevelopmentC::ondiJic>ns Report Page 2 of 3 soc . King County Assessor: eReal Property Report (PDFJormat require~Acrobat) King County_Irgasury OperaJ)Qns: Property Tax lnfQrn1_ation RecoJders Office Excise Tax_A.ffidavits Report Recorders Office: Scanned imagfil,_Qf_plat.e, surveys and othe,r map_document~ Enter a 10 digit Parcel Number: or Enter an address: Search. King County I GI$ Cent~r I NE=_W_~ I Services I QQmments I Searc_h By visiting this and other King County web pages, you expressly agree to be bound by terms and conditions of the site. 1_0_9 detail~ Page 3 of3 soc Page I of I ® King County llllmlmllll ll!Em'B Ci4hiA4M Comments Hi¥ik4,M Development Condition Query Results - Parcel Search Parcel Number: 6196600440 Listed below are both Post-Conversion and Pre-Conversion development conditions which are associated with the parcel you entered. To view text for a development condition, choose a condition code in either box below and click on a Get Text button. Otherwise click on 'New Query' at the bottom of this page to perform another parcel search. Post-Conversion Conditions Pre-Conversion Conditions (Effective August 18, 1997) (Prior to August 18, 1997) KCC-16.82.150D SCP-P17 SC-P3 SCP-P3 S0-220 SCP-P4 SCP-P7 Get Text I Get Text I Click here for a more printer friendly displi;iy. Updated: December 29, 1998 King County I DOES Page I DDES/GIS Pags?. I New QuE?ry I News I Services I Comment~ I Search Links to external sites do not constitute endorsements by King County. By visiting this and other King County web pages, you expressly agree to be bound by tenns and conditions of the site. ThEl __ Q_@ljl_~. Parcel Number: 6196600440 Taxpayer: OPHUS JENNIFER K Annexation: N/A Jurisdiction: Unincorporated King County Situs Address: 17644118TH AVE SE Postal City: Renton, 98058 ------------------ Plat Name: NORTHWESTERN GARDEN TRACTS DIV NO. 0 Rec: nil Lot: 4; Block: 2 Kroll Page: 605 W Thomas Bros. Page: 686 1/4-S-T-R: NW-33-23-5 Acres: 2.06 (89733 SqFt.) ------------------- Current Zoning: R-6-SO Potential Zoning: Comp. Plan Land Use: um Assesso(s Open Space: NIA Commercial Use: N/A Number of Units: N/A Mobile Home: N Appraised Land Value: 137000 (2004), 137000 (2005) Appraised Improvements Value: 108000 (2004), 108000 (2005) ----------------------- Community Plan Area: Soos Creek Unincorporated Area Council: NIA School District: Renton School District 403 Fire District: 0040 Roads MPS Zone: 342 ($3765.00) Roads TCM Zone: 798 Waterfront: Water Service: Water Service Planning Area: Soos Creek Water And Sewer District Sewer Service: Airport Noise Remedy Program: N/A Bald Eagle Flag: Ni A Council District (1996-2001): 9 Kent Pullen (R) Council District (2002): 5 Dwight Pelz Drainage Basin: Soos Creek, WRIA 9 Police: King County, Pct: 3, Dist: F3 Service/Finance Strategy Area: Full Service Snowload Zone: Standard Agricultural Production District: N Forest Production District: N Rural Forest Focus Area: N TOR Type: N/A TOR Status: NIA TOR Penmit Number: NIA ----------------------- Building Inspection Area: S-4 Clearing Inspection Area: Jim Ballweber Code Enforcement Inspection Area: Bill Turner ESA Inspection Area: Kathy Newborn Grading Inspection Area: Ramon Locsin Land Use Inspection Area: Tenzing Thinley ---------------------- Sens:.. Areas Notice(s) on Title: 2&.n-'~( l "8"7 733 -/;;J u17,'./s -y-51-,6fr,:;e-/ tlr,'heJ.-,,a.:5 f tr...#-s . ----' -------... '7.;;)C.,o R-t:.. ~=-, a . SO -:;);;)C> 5~,,,/1.J 7i,-c 5-ve-7- {J>,o//..~ ~< Z/.-r?-.. -4. :s;,,;~-J a-rc1 ~~-ct<.-..,._., s _;z,,.;;.,_, ~,,(.,/ fl,,;,l.,.,_,L-= # eJ ~,,.,,_,/ /Jt?.5 ;::.. ,,y 3,,7~~60 /d-,;,tf' /-fah .,,,. k!.S ;to rr'c S/"'f t:" Jij,, µ,'.--eJ t?vu/ / t't:-n 37r!l ~-I/ ptW p/ C~~ ;:~~~' /0$ /,.'..--hU ,uCt:55 ,-ua'(; /" -s"c/t LI; ,,c1,,J?uc,, ." 01:--./i<-u,i/d 4 -sl,,.,,,.,.... cPff t'e;.§/e+',., /"""&µ ,/'1 /""'/~ ,%S ..... J (2"'"'1 -/',Y-~ -~ s-?,Z' -di ,Wsfy ;,f,~,.,s /o !c ,-,~J J&~;~ ,-?I /~7c-/t/ /~ A/,~0 ~/ ,t,:,f;../~ ;4 ~fJ~ 4 ft,,~r ~/f fl,,,,,c5c tl-/'--,.h --7 «.5" ?~ ~4 ;;?J .;_;e-/ ~ /)~,,~ ~ #,u/ ~ns-,4,,e-. µ,t,-k- -~c,5' ~ .. u....C &'s/c p~t]_/,,4,_ 'Z}Hf.w'v,,,_fr,.., "'6J.t' C -££.,,._-,/ [J)cfi.J J/r&M1t -5fM~~ -t/Jd';;.J:rr;'J-~/ t14~ J---'I :;:».r~~-,#'~/ ~rr11/J ~ I 15' fe11I /.~ Iv st~_., /I !1/ t!'Vt: l,aJ July 07, 2005 Thursday --~-------------------- ------------------------ 8 00 1 ' -1 ~------------ I, ii 9 00 fl) A05PM218 Mandatory Preapplication(RR, ODES D45) 1000 f----------~-1. ----------------- 11 00! '8' LUNCH July 2005 SMTWTFS 1 2 3 4 5 6 7 8 9 10 111213 1415 16 171819202122 23 242526272829 30 31 August 2005 SMTWTFS 1 2 3 4 5 6 7 8 910 1112 13 141516171819 20 212223242526 27 28293031 TaskPad ----------------1-=-~---~~~--------1 D ~ TaskPad - ----------------H --------------l I );.1jf{j .--._------l:======No=te=s ====== I -? ,.,, ........ ·11·.·--·1,.·(! f, ,_.,_ --- 411!· .• ,I ------·-------------------- TilJbits, Chad 1 06/20/2005 9:03 AM PROJECT INFORMATION PROPERTY ADDRESS: 17644 118TH AVE SE RENTON, WA 98058 ~ 30 Q 30 / PARCEL 1'10: I SITE AREA: ZONING: 6 }9660-0440 89,156 SQUARE FEET (2.047 ACRES) R6-S0 ~ 15' STREAM SETBACK I 65' STREAM BUFFER U 15" WETLAND SETBACK 100' WETLAND BUFFER / r~--~-------------------"--~--'--/./ \. \ . . ·. 100.0 • _ ~ _ '-..;.....·:_._ 'I LOT 1 I 5322 , I , I • ., ·.··. · 1 SCA.LE: 1~ = 30' I LOT 2 • , , \ I • • I I ~ ~PRIVNE ACCESS/UhlTY_J . r~ _ _ __ _ _ _ _ _ _ \ ~·,I [-.. _ .EASEMENT _ . 1 .. r -· · -.. -. _ .~. j 1 o -, I"'.. o ~-----, I "'- ., I LOT 3 I N LOT 4 ·f'. ', I I I . I "' ' , ·. I . . ~-.1 , .• •. • • • 1 ', ' I ••. • • . : • • .. • I L--~-----~ .. . . o ~ I -. . . . 148.9' ····-1--~ ---,_. --'---,---------__ -.-L .. · · · , ; . . . . . . . . . . .. . .•.. ··.·. \\---~-----' -'--·-.----J STORMWATER DETENTION/WO FACILITY SIZE TO BE DETERMINED CAN BE UNDERGROUND VAULT/PIPE IN EASEMENT ~ 'v~ ~~ 43-~ \~ ~~ & .... C) j ~~ C: .~ ~~ 0) 1ii ~~ ·-I[ <'<N (J) j ~J .gi f Q) ' C: ' ·-" Cl i .§ l 5} ~ ·; i . I ' I 'Id) ,r. T aU~»<;. A_ j n. tr 0 I rn ~ iE 0 N~•GN DRMT o,rrK Sc/II[ SM!! .. 05/:;;2.Jc:15 00: ?5 JU~-16-2005 ~~:04 ..:.::52352:1. 7 JEN'-4IFER PAGE 01 40J0 P • il!Z ® r-·--·· --···-~··-··----~ .~ .. -···, King (01.1,ity · Land Use Pre-application Meeting Request Form O!t;:iar:rn1nt a.I C•vo-loprr11tnt ar,cJ Envlrr;:in111~r,•,i'. l~r-alce~ Land UH Strvicn :ii,. 1110n ;,/~lj '7,d~(t~:;h1.,~ AvCn;.:C ~~·.,rh,\~~ l"/t;·11_c,;,. 1'\'as111·,,rur· 9,'j~·~5 . .-1;;·~, ,oci.'"-3-~ ~rioo ,-.... -v ,co.;,:;,r,.,.·;. ·; '0 be completed by DDl:S Staff ! ... ·-··---·· Fe· a.:ernate forl"'ats. call 2C6-295-650C K.C. D.D.E.S .. f:e'.:~':l~iE':'"~s.'".c_uesleo ..... -'5 .. \-iov-\-F l-111..t .. :i.~J:.~~--~~?!Ss~.:.L~~.at C ~ i Le:.,:; l,se Feas1t:1i:,· \1.s"ldatcr;' . :-...:0·1sci·Jalec Check the box(H) rag~n:h'1!jJ fs-.a•Jcs yc•J wish to di1c1...ss: ~ L.a•i,.J Use Pcm1111g~• ... es: Subd •,isicn, cc;.,: ·,'emmeas i Heas-or1a.:i e '~hw' ;;;,Al.'E. ~ Site tssi..es: Zo'i1ng / Setbeck-s i' Vw-: :v, 3·J::ci,,rs.c.•; D~sigr; · Lercs::B~1·ig k'l Sile .·ssues Tr~ffi,:, I Road .~c::es~ -FJ::,.".c r ... i.:-.-·2vElr'li"r-: ,, ·::.ioe.'J 'J~rian,;i:is .-P;1rkir:9 _aye.a ~ Site ,Muas ):;1hage / &,te Oe•ve'c:~'";1;·,:' S/,."JM \/ar1Mces e~ Ad .• :st111~nH, i-: Sho-1:1/ne 'nue1: Substa.,'.:~I C·e·;':!lc,:-,e .. : :;;e1rr,: I =-e·rviittec J;;e9; .:=;...,,-:i-i::I. ,.·~ Se~-:-acks ~ SS:P/~ 1ssi..s~: SEPA Che6.'1s: / ·'.'.:'ff-S1!;;, lm~;c,·,em!!nl9 1 \'11t!=c!t:".'J~1 ~ '.Net,aNl/St~ear; itsJe.s: Buffern, B1,i·o1·:.~ Se:::iac~s / Plood ~lai"':S / Mi:,gM;urt :] Geotechn;cal :ss-i.ies S1-e-ep St::,pe : .. a--~::Jsl:de: se,srn,c, Ceeil ~.1 ·r;e ! l~rtJS1cr- ¥:.:::,oar:r'giGrJJdin;.i 1ss.t,;es· S,le De·Je1::i::-.11?··; ::::1as•il'Jg R!5i·itti~·:-is 1 $,;p •"<eisr::;,reticr. C~~ ;J,.1l!d,ng i&-!l'.19S =31.-i;d,r-~ .' t,,10:ct'J;'1:;.;;; :.;·,·,'.!.::,en!:!rgy.' S!w .. ,.,-F-,~ii Sta: ,:i;i,,:u; Q;j" ::-rt! 1n~1es vFC I F:n.,~cw .-,•cc~~~ :=:::::~··:,lcJrs I Ai,::rrris. :·la;, .. :.w:.:iu:. t;~;,•;,y.,;i:s [J.(HerHh IMues 3ew@• 1 .S~Ptlc, ·.,.\·a 1~1 ::·:.: •. ·1j· . ..,a1er.'""Jo 1s~ l·ncc'3,.':s '.-.:· o:,Br ,:Sr.ec \,) I I I ::i:,t1D/ 20B5 cJ0: ::"':, ~UN-1Q-2e05 l2:05 :.252352:_,;_7 JEt-tiIFER Plene lndlcatt, the numbers and typcis of repreaentetlves th«t will be et the pre~appllc.ttioM m••tlng from your design team: 'MIi 'i V.CU Nrit 'i"':! Att,~.d ANO~~ CAppllcant 8 CArchltect 0Civil E·g1neec n 0Devalcper iq '.V, tfo! ,•., I .A':te:·10 ,c,,r.,rd ~Gecte::;1n1ca1 Consultant [l [:Larcscape Arc11tect ~ =Legal C:::rsuitant ·-~ '.]Pr:ipeiy Ow1er Total N~mbor Attending: r;i ---··---·-----··-~--~--·----- .','ir>;l( /'tor,c ,::··; 8!1\JCtura 1 Engineer [j Wetla,1ds Cor,su!Hrnt r"' Others t i;ertlfy u,,t I am the •ppllcant for this pre-ilppl!cation meeting requost and I und•r•tand that ODES wW ••••H hourly review fus ror each Obes 1taff member Involved in pre~applleatlon renarch, meet!ng:a and poat-meetJng follow-up work, and tha1 I nsume fln•n~l•f r&&pon•lblllty for all fffl 111cei1ted with thi& 1e-quest. Na,q: An advance deposit ia; r11tqu1re-a to t1chedule a s,rEH!t.pp!ication meeting. All checks must bo payablt to King County Offle• of S:,ance. PROJECT INFORMATION PROPERTY ADDRESS: . PARCEl NO: SITE AREA: ZONING: 17644 118TH AVE SE RENTON, WA 98058 6-1 %60--0440 89,156 SQUARE FEET (2.047 ACRES) R6-S0 15' STRE,\1,1 SCTl!.'CI 15' ltE!lMD 5rnw:K IOO' WCT\AND 6LIITIJl ~ ~.§SJ :~ V-· ' C" • ~ ~= = -$' pn ~ ,-- :z· r? <;'\ -·' ~ _j -, pnr1 /.. \ \ J f ~:~:.~--r---L:~--------------:--Y1-;;,~~-. " , , -~-·L,\··~. ·~~ @s I I " : \ \ ( ;' • ' \ . : L --·--.l l~L'~l:TEs:i~~{~LITY-:r p~ ____ -· _ _ _ _ ~~ ~'' , _'\l~ : LOT 3 I ;; LOT 4 (~---,\ / , ~.'', I • I I _L_ ... _·-_-_---;;,---~--------~=/-~------==-=~ ______ I _L,-_________ _ ______ J "' I '\' (,) w 0 0 (.) ~ m \",,J ~ C ,Q> ~ © " © .E '5, C ·c ~ ~ LST0RMWA1ER O[l[NTION/WQ FACIUTY \ SIZE TO BE DETERMINED CAN BE UNDERGROUND VAULT/PIPE IN EASEMENT ~ ~~~ ~<:Y ~ 'v~ ; ~~ ' 13-~ § ~· c5J ~:/ ~~ "' a. n ll " ':,j. ,'.ti PROJEC1 INFORMATION PROPERTY ADDRESS: . --TJJARCEC-'NU:·-----------·-·--· SITE AREA: ZONING: 17644 118TH AVE SE RENTON, WA 98058 --&+%-60 ---044G--· 89,156 SQUARE FEET (2.047 ACRES) R6-S0 15' SIBENil sctmK 1~' WCT\JNO srui,c~ ~ ".;€§d' J~ .~ l C'> ~--_ .. ···,.1- (:··J = ...... ~;. r? <;"\ :.;) =-' -, lrx/ lflaWIO 91.!mA ··-; ~ 'i • -, :· -\ \, '~ ···:i"\I, ~-~;___:.._~ \_~,,: . i ··----.--4;. "·', \ ,·~.,..., -<~~ 1 ,11.·1 ',;·\.:c '·"'too.O ~ .,c•·.·'":· .-... . • . j -, •, ,, · ,. ·• " •. c • · I \\.'i7 ·j' I.Of c. I LOT<-. ' t I \l,ij·f· ,·,, ~ f "'-, . 1 ";_··.>-.. ~-.. '. I \ • 1 (/)_ uJ 0 0 () ,j_ , I , ·,. , 1! , · .~, ~ . 'S( i. OJ,_, ' L _} .:::....'. , -:: .. F 'r, ~ ~-, ,, ·" ~, ~ "' ''· HJPRfVAl~..cc®/llfJllTY,, J'~ -'"-------L -:'f,' -.·-,,_. "~" ' ~ -'"'" "-. .'.QS[~~ -" 4' :t' l . ' . 'I<' , ,, r~ ... . " r-----, . ', I " I ' -iurr 3 Lor4 1 \ ,i 1, I ' I \ : \I I I ' ' I ,' ~/ '. s ... . gg C !' ~Iii 0, " 'ii.i -d ! l i .!: A J 0,-1 jl .§ i tir 3 [! ,--. ',q, '"'' t··· . ,, .. '\ ·" ' <, ~ ~ ·/.~'ff.' •j; ,;·c,.:c STORMWATER DETENTION/WO .FACl~;rr .• i '-..,_ ~ ·•. I -,,T SIZE TO BE DETERMINE'D ~ '\,J CAN BE UNDERGROUND VAULT/PIPE IN EASEMENT : ~ · . ~~ I -~~ ·-. -' -~"d"' .' c.,G 1. b; ~~ SHORT PLAT NO ........ L__...S __ KING COUNTY, WASHINGTON DEDICATION KNOW ALL PEOPLE BY THESE PRESENTS THAT WE, THE UNDERSIGNED OWNER(S) OF INTEREST IN THE LAND HEREBY SHORT SUBDIVIDED, HEREBY DECLARE THIS SHORT PLAT TO BE THE GRAPHIC REPRESENTATION OF THE SHORT SUBDIVISION MADE HEREBY, AND DO HEREBY DEDICATE TO THE USE OF THE PUBLIC FOR- EVER, ALL STREETS AND AVENUES NOT SHOWN AS PRIVATE HEREON AND DE- DICATE THE USE THEREOF FOR ALL PUBLIC PURPOSES NOT INCONSISTENT WITH THE USE THEREOF FOR PUBLIC HIGHWAY PURPOSES, AND ALSO THE RIGHT TO MAKE ALL NECESSARY SLOPES FOR CUTS AND FILLS UPON THE LOTS SHOWN THEREON IN THE ORIGINAL REASONABLE GRADING OF SAID STREETS AND AVE- NUES, AND FURTHER DEDICATE TO THE USE OF THE PUBLIC ALL EASEMENTS AND TRACTS SHOWN ON THIS SHORT PLAT FOR ALL PUBLIC PURPOSES AS INDICATED THEREON, INCLUDING BUT NOT LIMITED TO PARKS, OPEN SPACES, UTILITIES AND DRAINAGE UNLESS SUCH EASEMENTS OR TRACTS ARE SPECIFIC- ALLY INDENTIFIED ON THIS SHORT PLAT AS BEING DEDICATED OR CONVEYED TO A PERSON OR ENTITY OTHER THAN THE PUBLIC, IN WHICH CASE WE DO HERE- BY DEDICATE SUCH STREETS, EASEMENTS, OR TRACTS TO THE PERSON OR ENTITY INDENTIFIED AND FOR THE PURPOSE STATED. FURTHER, THE UNDERSIGNED OWNERS OF THE LAND HEREBY SHORT SUB- DIVIDED WAIVE FOR THEMSELVES, THEIR HEIRS AND ASSIGNS AND ANY PERSON OR ENTITY DERIVING TITLE FROM THE UNDERSIGNED, ANY AND ALL CLAIMS FOR DAMAGES AGAINST KING COUNTY, ITS SUCCESSORS AND ASSIGNS WHICH MAY BE OCCASIONED BY THE ESTABLISHMENT, CONSTRUCTION, OR MAINTENANCE OF ROADS AND/OR DRAINAGE SYSTEMS WITHIN THIS SHORT SUBDIVISION OTHER THAN CLAIMS RESULTING FROM INADEQUATE MAINTENANCE BY KNG COUNTY. FURTHER, THE UNDERSIGNED OWNERS OF THE LAND HEREBY SHORT SUB- DIVIDED AGREE FOR THEMSELVES, THEIR HEIRS AND ASSIGNS TO INDEMNIFY AND HOLD KING COUNTY, ITS SUCCESSORS AND ASSIGNS, HARMLESS FROM ANY DAMAGE, INCLUDING ANY COSTS OF DEFENSE, CLAIMED BY PERSONS WITHIN OR WITHOUT THIS SHORT SUBDIVISION TO HAVE BEEN CAUSED BY ALTERATIONS OF THE GROUND SURFACE, VEGETATION, DRAINAGE OR SURFACE OR SUB-SURFACE WATER FLOWS WITHIN THIS SHORT SUBDIVISION OR BY ESTABLISHMENT, CONST- RUCTION OR MAINTENANCE OF THE ROADS WITHIN THIS SHORT SUBDIVISION. PROVIDED THIS WAIVER AND INDEMNIFICATION SHALL NOT BE CONSTRUED AS RELEASING KING COUNTY, ITS SUCCESSORS OR ASSIGNS, FROM LIABILITY FOR DAMAGES, INCLUDING THE COST OF DEFENSE, RESULTING IN WHOLE OR IN PART FROM THE NEGLIGENCE OF KING COUNTY, ITS SUCCESSORS OR ASSIGNS. THIS SUBDIVISION, DEDICATION, WAIVER OF CLAIMS AND AGREEMENT TO HOLD HARMLESS IS MADE WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRES OF SAID OWNERS. IN WITNESS WHEREOF WE SET OUR HANDS AND SEALS. JENNIFER K. OPHUS MICHAEL J. OPHUS STATE OF ) ) ss COUNTY OF ) I CERTIFY THAT I KNOW OR HA VE SATISFACTORY EVIDENCE THAT SIGNED THIS DEDICATION AND ACKNOWLEDGED IT TO BE (HIS/HER) FREE AND VOLUNTARY ACT FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. DATED------------ SIGNA TURE OF NOTARY PUBLIC --------- PRINTED NAME OF NOTARY PUBLIC TITLE ____________ _ MY APPOINTMENT EXPIRES ------ STATE OF ________ ) ) ss COUNTY OF -------.) I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT SIGNED THIS DEDICATION AND ON OATH STATED THAT (HE/SHE) WAS AUTHORIZED TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT AS THE ----------OF ____________ _ TO BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. DATED------------ SIGNATURE OF NOTARY PUBLIC PRINTED NAME OF--------- NOTARY PUBLIC TITLE ____________ _ MY APPOINTMENT EXPIRES ------ RECORDER'S CE R Tl FI CA TE ................... . filed for record this •.......... day of .......•. ,20 ..•.... at ...... M in book .......... of ..•...•. at page ......... at the request of KENNETH R. ANDERSON. PL$. . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..................................... . Mgr. Supt. of Records APPROVALS: DEPARTMENT OF ASSESSMENTS RECORDING NO. VOL./PAGE DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES EXAMINED AND APPROVED THIS __ DAY OF ____ _, 19 __ EXAMINED AND APPROVED THIS __ DAY OF ____ _. 19 __ MANAGER, LAND USE SERVICES DIVISION EXAMINED AND APPROVED THIS __ DAY OF ____ _, 19 __ DEVELOPMENT ENGINEER APPIJCANT INFORMATION: NAME: ADDRESS: PHONE: PARCEL INFORMATION: ADDRESS: PARCEL NUMBER: ZONING: SITE AREA: NEW AREAS: LOT 1: LOT 2: LOT 3: LOT 4: LOT 5: LOT 6: LOT 7: STREET: TRACT •A•: TRACT "B": LEGAL DESCRIPTION: CHARLOTTE VANLANINGHAM 1201 MONSTER RD. SW, SUITE 320 RENTON, WA 98055 ( 425) 228-5959 17644 118TH AVENUE SE RENTON, WA 98058 619660 0440 R-6 (RESIDENTIAL, 6 LOTS PER ACRE) 89,156 SQ. FT. / 2.047 ACRES 5,668 SQ. FT. / 0.130 ACRES 4,640 SQ. FT. / 0.107 ACRES 4,640 SQ. FT. / 0.107 ACRES 4,739 SQ. FT. / 0.109 ACRES 4,839 SQ. FT. / 0.111 ACRES 6,050 SQ. FT. / 0.139 ACRES 9,248 SQ. FT. / 0.212 ACRES 3,883 SQ. FT. / 0.089 ACRES 8,810 SQ. FT. / 0.202 ACRES 36,638 SQ. FT. / 0.841 ACRES ASSESSOR DEPUTY ASSESSOR ACCOUNT NUNBER ---------- LOT 4, BLOCK 2, NORlHWESTERN GARDEN TRACTS DIVISION NO. 1, ACCORDING TO lHE PLAT lHEREOF RECORDED IN VOLUME 45 OF PLATS, PAGE 47, RECORDS OF KING COUNTY, WASHINGTON. TITLE REPORT: lHE ABOVE LEGAL DESCRIPTIONS AND lHIS SURVEY ARE BASED UPON STEWART TITLE GUARANTY COMPANY, SECOND REPORT TO ALTA COMMITMENT ORDER NUMBER 205125824, DATED JUNE 8, 2006 AT 8:00 A.M. SE 176TH ST SE 182ND ST w Ul SE PETROVITSKY RD SE 180TH ST SE 184TH ST VICINITY MAP SCAI,E: 1"= 1/4 MILE LAND SURVEYOR'S CERTIFICATE PORTION OF NW 1/4 of NW 1/4, S. 33 T. 23N R. 5E MERIDIAN: PLAT NORlH; PER PLAT OF NORlHWESTERN GARDEN TRACTS DIVISION NO. 1. BASIS QF BEARINGS: BASED UPON lHE MONUMENTED WEST LINE Of PLAT OF NORlHWESTERN GARDEN TRACTS DIVISION NO. 1. BEARING: N0"28'1 O"E VERTICAL DATUM: KING COUNTY VERTICAL DATUM (NAVD 1988) BENCHMARK: KING COUNTY POINT ID 2882; 4"X4" CONCRETE MONUMENT W/ BRASS PIN, SET 0.5'± BELOW GRADE, IN A SAlHER MONUMENT CASE, AT INTERSECTION OF SE 1761H ST. AND 1161H AVE. SE. ELEVATION = 448.119'. CONTOUR INTERVAL: 2 FOOT DATE OF FIET,n SURVEY: MARCH 21, 2005 REFERENCES: KING COUNTY ASSESSORS MAPS OF SECTION 33, T. 23 N., R. 5 E., W.M. PLAT OF NORlHWESTERN GARDEN TRACTS DIVISION NO. 1; VOL 45, PG. 47. FIELD EQUIPMENT: GEODIMETER 610, 3 SECOND DIRECT READING TOTAL STATION FIELD PROCEDURES: FIELD TRAVERSE AND SIDE SHOT MEASUREMENT PROCEDURES EMPLOYED SURVEY MEASUREMENT STANDARDS: FINAL PRECISION RESULTS OBTAINED FROM FIELD TRAVERSE PROCEDURES FOR lHIS SURVEY MEET OF EXCEED STANDARDS CONTAINED ON W.A.C. 332-130-090 NOTES:. .... .. .. . . . 1. lHERE SHALL BE NO DIRECT VEHICULAR ACCESS TO 1181H AVENUE S.E. FROM lHE ABUTTING LOT (KCRS SECTION 2.03). ACCESS TO ALL LOTS SHALL BE FROM S.E. 1761H PLACE. 2. lHE HOUSE ADDRESS SYSTEM FOR lHIS SHORT PLAT SHALL BE AS FOLLOWS: ADDRESSES SHALL BE ASSIGNED FOR lHE EAST-WEST ROADS WllHIN THE RANGE OF TO INDIVIDUAL ADDRESSES WILL BE ASSIGNED TO THE PRINCIPAL ENTRANCE OF EACH RESIDENCE OR BUILDING IN ACCORDANCE Willi KING COUNTY CODE 16.08. 3. lHE CONTOURS AND EXISTING CONDITIONS SHO'M-1 HEREIN ARE BASED UPON A FIELD SURVEY PERFORMED IN MARCH AND APRIL OF 2005, AT lHE REQUEST OF JENNIFER OPHUS. [m ~@~!W~I[)' JUL 11 2006 ~ K.C. D.D.E.S. L~ ootJ3 DA VIS -OPHUS SHORT PLAT This Short Plat correctly represents a survey made by me or under my direction in conformance with the requirements of the appropriate KENNETH R. ANDERSON AND ASSOCIATES, INC. 1201 MONS1ER ROAD S.W., SUllE #320 RENTON, WA 98005 State and County Statute and Ordinance in 2006. SurvBylng, Mapping and Land Planning P.O. BOX 4173 Federal Way, Washington 98063-4173 Des Moines (253) 838-1199 DWN. BY DATE JOB NO. CJS JUNE 15, 2006 06-031 • _J ~ "' C) C) (\J ' "' -' "' • ~ -C) 0. (I) I -M C) I "' C) / • "ti / C 0 .!!! > '6 .S2 :, (I) VI :, ..c C I VI > d A -M C) I "' C) / VI +> u a, ~ 0. "' C) C) (\J / VI +> u a, 0 '- / c;; r ""-Certificate No. 29267 Tacoma (253) 272-9858 FAX (253) 838-8164 CHKD. BY KRA scALE SHEET "' EXPIRES: NA 1 OF 2 ~ -----------------------------------------------------------------------.a.------------------..a.-.;....;...;..;.... ____ _._ ________ ~ ,:- ,- , .. ,.~ ,._ ••il...c..J.·,•,, .• ,,.,,,,. SHORT PLAT NO . .-.L-=S~~ KING COUNTY. WASHINGTON RECORDING NO. VOL./PAGE SCALE: 1 inch = 40 ft. ul lulL.al...al..al __ ..1.I --L-1 ----'-'--~I -~1 O 20 40 60 BO 100 K,c, POINT IP, 3809 {BENCHMARK) FOUND MON IN CASE. 4")(4• CONC. MON W/BRASS PIN, AT INTERSECTION OF' 1181H AVE.. SE AND SE 1761H ST., 0.5':I: DOWN. ELEVATION•448.119 T,B,M, 2 FOUND MON IN CASE, 4•x4• CONC. MON W/BRASS PIN, AT INlERSECTION OF' 1181H AVE.. SE AND SE PE1R0\11SKY RD., 0.4':I: DOWN. ELEVA TION•415.986 PORTION OF NW 1/4 of NW 1/4, S. 33 T. 23N R. 5E \1SITED 3/15/2005. • w • U) w :) z w > <( :r 1- (0 r r 29 28 VISITED 3/15/2005. S.E. 178TH STREET ~~-+--------------------NB8"51 12s·w 1327.63'(C) 1J27.47'(P) 66J.69 1(C) 663.731(P) 66J.941(C) 663.74'(P) I R-6 R-6 f I ~ ~ i=> A R i:; 1:: 1._ r,J Ll • E:, l ':j E:, E:, o o ... 1, ,..=~ 1 L i=> f~ R i:; 1:: 1._ r,J L] . E:, 1 ·:j E:, E:, o o ... 1, '-~ '-~ 1:, f~ R i:; 1:: 1._ r,J L] • E:, 1 ·=~ E:, E:, o o ... 1, ,_=~ ::< ~ (0 it i----------------------------------------------------------------------------------=--I ~ I 1 .--~ ~\\\ :1 r., !i ;----~ ,j R-6 ; 11\ 11 ,~ ~~ 1 1 i=>t~Ri::1::1._ r,JLl. E:,1·:~E:,E:,o 0 ... 1,,_~o I\,~ ~ I 1 : HOUSE : r--------, , 1 I Ii I ii . --,,. I I I ,o, \ ' \ \ ' ·,"'<19., BARBED v,it/: FENq;i / I R-6 R-6 'I I .tr: 1i> \\,. : ~ ::L GARAGE .J: ,\ \\ i \ 1\ \ \ ~ \ \ \\ \ \... 1 \ BARBEQ/ .. WIRE FENCE \... . ..... --~····--·'"· ·-J // 1 / f ''ILU')-.J -----.. 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'·, .,. ·,, ··,,, \ ' ', '""•, \, " \ . 1· J' , , 1, ··1,, " ,,,,150.··· OB' I " '",, " <ia ,a• \ ,,,,, • ,,,, \ \ ,, " '·, ' \ ~ ,;--:i'F'ix1\ ,, ·1 ·-, ,. , · · , --N88'5l-r • .,., ~1 , c:~ :c"~' \ \. \ \ \ \ ,\ \ ~· , ·------, ,, ~'\ \ 111 :i I I ,• / ~~'"> I.. f~S!N~M~~~ I ~~N;;l~ HOGI\IRE FENCE I l l'ff, '"' ·, ', \ \ \ \ \ \ \ \ ' \ \ \, \ \ I ,.'!~._ ,. ____ --, I l •,, .. , ., '·,,,,,, \ \ \ ~' \ "!, \ \\ \ \ ", __ ... "'""-·"~ .,,,, ~ ,I ,·· \ ~I',·~ 5' CHAINKINK FENCE ' , \ , '·-.. ........... , .. \, F!;! , ~"· , ~ I I ,-1 ,-, ,-,-0 0 ,, ,-r-"";; Ft ;;:; J; 1 ' "'° SE 1761H PLACE : GARAGE : ~ -----~ p ARCE: L N Ll. c, _ :• c, c, •t<:, ,_, '.\'.': ;.1;.,S I I I I r---.J I I L..----...1 I I I R-6 : HOUSE 1 I I I j 1 : HOUSE : ~ ________ _: I I I 3A)' L _________ .J 1 F> ~~ R c; I:: L_ r,J l] , E:, l ':~ E:, E:, 0 0 ... 1, E:, 0 s--.e:.. Y..... ~ FOUND MON IN CASE, LEAD & TACK IN O! C? ASPHALT & CONC., AT INTERSECTION OF 1181H --R-6 660.23'(M) 660.31'(P I ~ ~ ~-AVE.. SE AND SE 1801H ST., 0.3':t: DOWN. J \1SITED 3/15/2005. -~-~ ---------------------------------~~---~ -S88"5f10 1E 13i0.54'(C) -------------------------------------- FOUND MON IN CASE, STONE MON Wj\..EAD & TACK, AT INTERSECTION OF' 1161H AVE.. SE AND SE 1801H ST., 1.7':I: DOWN. \1SITED 3/15/2005. K,C, POINT IP, 3816 -FOUND AWMINUM MON W/ PUNCH IN CASE, 1.65:1: DOWN, AT INlERSECllON OF' 1161H AVf.. SE AND SE 1841H ST. VISITED 11/25/05. S.E. 180TH STREET OWN. BY CJS CHKD. BY KRA DA VIS -OPHUS SHORT PLAT 1201 MONSTER ROAD S. W.. SUITE 11320 RENTON, WA 98005 DATE JJNE 15. 2006 SCALE JOB NO. 06-031 SHEET 2 w c., <( ~ • .....J ~ OF 2 I- "' D.. :::E D.. "" ru in M ru - .s::. a I Ill > ($ A ~ 0 ..I> 0 / Ill +' u a, 0 I... a. 1/) 8 ru / Ill t a, 0 I... / ci, SHORT PLAT NO • .-.L---.S __ KING COUNTY,· WASHINGTON K,c, POJNT IP, 3809 (.BENCHMARK) RIJND MON IN CASE. 4"X4• CONC. MON W/f/AASS PIN, AT IN1ERSEC110N Cf' 1181H AVE.. SE All> SE 17S1M ST •• 0.5':I: DOWN. ELEVAllON-448.119 V1Si1ED 3/15/'}.«'I!,. ~ 29 28 J;; J.B,M, 2 FOUt1> MON IN CASE, 4"X4• CONC. MON W/BRASS PIN, AT NIERSEC1ION Cf' 1181H AVE.. --SE AND SE PE1R0\11SKY RO., 0.4':1: DO¥tl. ELEVA~15.986 \1Sl1ED 3/15/2005. ~~~1------------------------------- 683.94'(C) 883.74'(P) 1->AR ... E-1 -,I., ~ •• R-6 I I I \ I I ' ! II \ S.E 178TH STREET N88"51'25"W 13~ ~) 1327.41(P) 863. S9'(C) 863.73'(P) I . \ I R-6 0 .. ,-, ,-, '""r r.:. c. t,Jr.1. E:,1·,E,E:,o 04,.:~1 L :i-------------~-~ RECORDING NO. VOL./PAGE SCALE: 1 inch • 40 ft. Lii M..1.i A.Ji iu•1.--IL-.-.....11.______._ O 20 40 80 PORTION OF NW 1/4 of NW 1/4, S. 33 T. 23N R. ! I R-6 i=> ARC:i=-L. t,Jo. E:,1 ',E:,E,O 04c~::< I ,---.-~ ,:< 'I~ PARCE~ NO. EC,1'36!:,0 04C:O>;, R-6 R· • w • U) I I I · I :HOUSE: I . I \ \ ·,~ I .. I I I L..-----' . 4G.OO' HOUSE r--------, \ f"Sl: GARAGE : \.1:C1 '1-~..JL-----..-==...-_ .J . - 5 4,840 SQ. FT./ O. 111 ACRES/ l 109.93' ... ,,,, ... -. --....: 1it '-. I , . 1 ' •SHED• NG ED \ I l EXISTING SHED '-r -' EXIS11 I I I . . > (TO BE REMOVED) w L -5' CHAINKINK FENCE I I ~ _,,/'!~ 'f?-. SE 176TH PLACE 1 . ' . ,. -----, I w I IP<.jl <( (TO BE DEDICATED TO KING COUNTY I GARAGE I I I I I ~ UPON RECORDING OF THIS PLAT) I · I ,---.J : __ \ WA ' \ \ \ \_ ____ _ ---...... a I ~· , , · I ol. '-----_, I I I -' I I ; ---------, I HOUSE ' -I I . I I I R-6 : : . ~ . . - I I I 3~' L--~~~---1 ~---------' l I I 1• p AR c: i:: 1... r,J LJ. E:, 1 ·:3 E:, E:, o o 4 E:, o £' ~ t \-!i ;~ i i/i ,~ f ~ i ' --ii ' t. .\ ,, "i ~.\It\• I g~ ~ \ .. ·~ .. ''. , ... ' ~ ~ !. ,.~ ···k'' ' I\ ,,. ..H:1-······""·-- ~ ~ ~AL~ ~T~~~~ 1181H ~·i .. '··· "· c1-1£C~£P B ~=--· --- 1 ~ ;:? . AVE.. SE ANO SE 1801M ST., 0.3':I: DOWN. -n. ~1'.l3J~1 .:~, ....... _ _.---.-J ~ ~~~ ! V 680_·~. 680 _.31'(P ---------------------------• 660.31'(CXP) -~ --------S8S'5i'to'E 1320.54'(CJ ---------------------------------------- FOUtl> MON IN CASE. sm£ MON W/W!J ._ a: TAa<. AT NIERSECTION OF 1181H AV£. SE ANO SE 1801H ST .. 1.7':I: oo,Jil. \1Sl1ED 3/15/2005. ., -•-c_____ .-,\\. ; S. E. 11 80TH. STREET i I ~- - I \ ' DAVIS -OPHUS SHORT PU K,C, · POINT ID, 3816 .--. FOUND ALtJMNJM MON W/ PUNaf N CASE. 1.85:1: DOWN. AT INiER!ECllON Cf' 1181H AV£. SE AND SE 1841H ST. V1Sliw 11/25/r:15. ' \ ' ,· OWN. BY CJS CHKO ; BY 1201 MONS1ER ROAD S. W., SUl1E f320 RENTON, WA 98005 DATE JJNE 15, 2006 SCALE JOB 06