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HomeMy WebLinkAboutMiscA B. C. ® KING COUNTY DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES LAND USE SERVICES DIVISION 900 Oakesdale Avenue Southwest Renton, WA 98057-5212 REPORT AND DECISION SHORT SUBDIVISION File No. L05S0040 DESCRIPTION OF THE PROPOSED SHORT SUBDIVISION: This is a short subdivision of 1.25 acres into 8 lots for detached single-family dwellings in the R-6 zone. The proposed density is 6.4 dwelling units per acre (du/ac). The proposed lot sizes range from approximately 3,881 to 4,524 square feet. Refer to Attachment 1 for a copy of the revised short plat map. The short plat was revised and submitted on June 21, 2006 to reflect a boundary line adjustment along Lots 6, 7, and 8. GENERAL INFORMATION: Applicant: Charles Spaeth 6839 Ravenna Avenue NE Seattle, WA 98115 (206) 526-8481 Engineer: Taylor Engineering Consultants 205 Front Street S. Issaquah, WA 98027 (425) 391-1415 STR: SW 33-23-05 Location: The site is located on the north side of SE 192"d St., west of 124th Ave. NE Zoning: Acreage: No. of Lots: Density: Lot Size: Proposed Use: Sewage Disposal: Water Supply: Fire District: School District: R-6 1.25 acres 8 Approximately 6.4 du/ac Approximately 3,881 to 4,524 square feet Detached Single-Family Residences Soos Creek Water and Sewer District Soos Creek Water and Sewer District King County Fire District No. 40 Renton School District No. 403 Complete Application Date: September 6, 2006 Associated Applications: Drainage Adjustment File No. L06V0040 NATURAL ENVIRONMENT 1. Topography: The property is irregular in shape. The property slopes from the west to the east at greater than 10%. 2. Soils: AgB -Alderwood (gravely, sandy loam 0-6%) and AgD -Alderwood (gravely, sandy loam, 15-30%) surface soils are found on this site per King County Soil Survey, 1973. Report & Decision Page I of7 L05S0040 D. a. AgB -Alderwood gravely, sandy loam: 0-6% slopes. Runoff is slow and the erosion hazard is slight. b. AgD -Alderwood gravely, sandy loam; 15-30% slopes. Runoff is the erosion hazard is severe. This soil has a severe limitation for foundations due to slope, and a moderate slippage potential. It has severe limitations for septic tank filter fields due to very slow permeability in the substratum. A geotechnical report was prepared by Geological & Geotechnical Consulting on June 23, 2005. The purpose of the site evaluation was to document existing shallow soil and ground water conditions on the property, including existing slope stability, and to provide data for design and construction of the planned improvements. 3. Wetland/streams: A wetland and/or stream report was prepared by AC Roth Environmental Services dated March 7, 2006 and was field verified by staff that no wetlands exist. No mapped hydrographic features exist on this site. The site lies within the Soos Creek sub-basin of the Green River drainage basin. 4. Vegetation: This site is moderately wooded with a second and third-growth mixture of coniferous and broad-leafed trees native to the Pacific Northwest. Second-story vegetation and groundcover consists of Northwest native species including salal, sword fern, berry vines, and grasses. 5. Wildlife: Small birds and animals undoubtedly inhabit this site; however, their population and species are limited due to nearby development. Larger species may visit this site on occasion. No threatened or endangered species are known to exist on or near the property. 6. Mapped Sensitive Areas: The Sensitive Areas Folio does not identify any mapped sensitive areas as being present on this site. DESIGN FEATURES 1. Density, Lot Pattern, Comprehensive & Community Plan: The density for this proposal is 6.4 dwelling units per acre which meets KCC 21A density provisions. The lots are all irregular in shape. The community planning area is Soos Creek. The neighborhood is developed with single family residences to the south, east and west. To the north the Plat of Flueve Des Voiles will be creating an additional 39 lots for single-family residences. The existing house on the site will be removed. Recreation space will be provided as shown on the map Tract A at 6,514 square feet. A joint preliminary recreation space plan with the Plat of Fleuve Des Voiles was submitted by the applicant and exceeds the required 3,120 square feet of recreation space required by KCC 21A.14. 2. Access/Roadway Section: This short plat is fully dependent on the offsite road construction for the plat of Flueve Des Voiles (File No. L04P0002) to the north and access from SE 192"d Street. Compliance with Section 1.03(0) of the KCRS is required prior to recording the short plat. The internal access road (122"d Ave SE) shall be improved to the urban minor access street with sidewalk on one side. 3. Drainage: The Cogger Short Plat and Flueve Des Voiles subdivisions are located in the Upper Soos subbasin of the Soos Creek basin. The Cogger short plat is subject to the Conservation flow control and Basic water quality requirements of the 2005 KCSWDM. The proposed Cogger short plat is adjacent to the Fleuves des Voiles subdivision, along the south edge. The combined, irregularly-shaped sites slope moderately from west to east with the result that all predeveloped runoff sheetflows across the entire eastern property boundary. All of the site's runoff enters upper Soos Creek and it buffer area. Soos Report and Decision Page 2 of 7 L05S0040 Creek then flows south under SE 192"d Street through a 48-inch culvert. Approximately 13 upstream acres are tributary to the two sites. The proposal is to collect most runoff from the combined project's site and direct it to an integrated detention and water quality facility located along the lower, eastern boundary of the Flueve Des Voiles subdivision. The proposal is to collect and treat entrance road improvements (to Flueve Des Voiles) in cartridge filter treatment catch basins and release the flows along the northern portion of the SE 192"d Street right-of-way. As a result, predeveloped dispersed flows will be concentrated to two outlet locations. The allowed releases would then enter the Upper Soos Creek stream/wetland buffer. Concentrated outlets to a stream or wetland buffer are acceptable. A drainage adjustment (L06V0040) is approved for the Flueves des Voiles and the Cogger short plat sites. The adjustment allows the use of a shared stormwater facility for both sites. The mixing of the two stormwater detention requirements (Level 1 and Conservation) can be accomplished with the KCRTS Stormwater design program. 4. Utilities: a. Sewage Disposal: The applicant proposes to serve the subject subdivision by means of a public sewer system managed by Soos Creek Water and Sewer District. b. Water Supply: The applicant proposes to serve the subject subdivision with a public water supply and distribution system managed by Soos Creek Water and Sewer District. 5. Schools and Walkways: This proposal has been reviewed under RCW 58.17 .110 and King County Code 21A.28 (School Adequacy). a. School Facilities: The subject subdivision will be served by Benson Hills Elementary School, Nelson Middle School and Lindbergh High School all located within the Renton School District No. 403. b. School Impact Fees: No ordinance requiring impact fees for this school district has been adopted. c. School Access: The District has indicated that the future students from this short plat will be bussed to the middle and high school with students walking to the elementary school. d. Walkway Conditions: Roadway conditions in the area consist generally of 22- foot wide paved roadways with open roadway drainage facilities and limited areas that have gravel shoulders. These open roadway ditches vary in depth and proximity to roadway traveled. Improvements to these walkways will be provided by the Wehrman Plat File No. L04P0027 directly north and adjacent to the Fleuve Des Voiles Plat File No. L04P0002. E. SEPA THRESHOLD DETERMINATION: This short subdivision application is exempt from review under the State Environmental Policy Act (SEPA), RCW 43.21C. F. 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. Report and Decision Page 3 of 7 L05S0040 G. DECISION: Proposed Short Plat File No. L05S0040, revised and received on June 21, 2006 as described by Attachment 1 of this report is GRANTED PRELIMINARY APPROVAL; subject to the following conditions of final approval: 1. Title 19A A. Compliance with all platting provisions of Title 19A. of the King County Code B. All persons having an ownership interest in the subject property shall sign on the face of the final short subdivision. C. 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 2. Surface Water Management (KCC 9) 2005 King County Surface Water Design Manual (SWDM) A. The drainage facilities shall meet the requirements of the 2005 King County Surface Water Design Manual (KCSWDM). The facilities shall meet the requirements for Conservation Flow Control and Basic Water Quality menu in the KCSWDM. B. A drainage adjustment (L06V0040) is approved for this site. All conditions of approval for this adjustment shall be met prior to approval of the engineering plans. This adjustment allows use of an offsite shared drainage facility in the adjoining plat of Flueve Des Voiles L04P0002. This short plat approval is therefore fully dependent on the construction of the above subdivision. 3. Road Standards (KCC 14) 1993 King County Road Standards All construction and upgrading of public and private roads shall be done in accordance with the King County Road Standards established and adopted by Ordinance No. 11187, as amended (1993 KCRS). The proposed short subdivision shall comply with the 1993 King County Road Standards (KCRS) including the following requirements: The proposed subdivision shall comply with the 1993 King County Road Standards (KCRS) including the following requirements: A. This short plat is fully dependent on the offsite road construction for the plat of Flueve Des Voiles. Access to the short plat is to be provided to SE 192"d Street through the plat of Flueve Des Voiles. Compliance with Section 1.03(0) of the KCRS is required prior to recording the short plat. B. The internal access road (122"d Ave SE) shall be improved to the urban minor access street with sidewalk on one side. C. Modifications to the above road conditions may be considered according to the variance provisions in Section 1.08 of the KCRS. 4. 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. 5. Building and Construction Standards (Title 16) A. The applicant shall comply with all applicable provisions of KCC 16.82.(grading) Report and Decision Page 4 of 7 L05S0040 6. Fire Code (KCC 17) Section 902 of the 2004 Edition of Uniform Fire Code The applicant must obtain the approval of the King County Fire Protection Engineer for the adequacy of the fire hydrant, water main and fire flow standards of Chapter 17.08 of the King County Code. 7. Zoning Code (KCC 21A) A. Density and Dimensions (KCC 21A.12) All lots shall meet the density and 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. 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. Street Trees (KCC 21A.16) Street trees shall be provided as follows (per KCRS 5.03 and KCC 21A.16.050): a. 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. b. 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. c. 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. d. 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. e. 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. f. The applicant shall submit a street tree plan and bond quantity sheet for review and approval by DOES prior to engineering plan approval. g. 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. Report and Decision Page 5 of 7 L05S0040 8. 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. 9. A homeowner's association or other workable organization shall be established to the satisfaction of DOES which provides for the ownership and continued maintenance of the Tract A (recreation space) and shall be coordinated with the homeowner's association of the Plat of Fleuve Des Voiles File No. L04P0002. 10. 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.). a. 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 submittal of engineering plans. b. A performance bond for recreation space improvements shall be posted prior to recording of the plat. 11. A homeowners' association or other workable organization shall be established to the satisfaction of ODES which provides for the ownership and continued maintenance of the recreation, open space and/or sensitive area tract(s). 12. The applicant shall also meet those conditions established under the Plat of Fleuve Des Voiles File No. L04P0002, where the recreation space will be shared with both the plat and short plat. 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. NPDES? Water Quality/DOE? B. Development of the subject property may require registration with the Washington State Department of Licensing, Real Estate Division Parties and Persons of Record CLAUSSEN KIM PPMill CPLN LUSD MS OAK DE 0100 COGGER TIM & MONICA 609 GRANT A VE SOUTH RENTON WA 98055 DINSMORE LISA SUPERVISOR CPLN LUSD MS OAK DE 0100 FOSTER CURT SR. ENGINEER CPLN LUSD MS OAK DE 0100 GRAVES STACY FGMUDDES Report and Decision Page 6 of 7 L05S0040 MILLER JAMES 19209 121ST PL SE RENTON WA 98058-7545 SANDERS JIM SUPERVISOR ERS LUSD MS OAK DE 0100 SPAETH CHARLES 6839 RAVENNA AVE NE SEATTLE WA 98115 TAYLOR BILL TEC 205 S FRONT ST., POB 1787 ISSAQUAH WA 98027 TIBBITS CHAD PPMII CPLN LUSD MS OAK DE O 100 WEHRMAN MAVRIN 5115 33RD A VE WEST EVERETT WA 98203-1367 WHITING KELLY KC DOT ROAD SERVICES DIV MS KSC TR 0231 WHITT AKER BRUCE SR. ENGINEER ERS LUSD MS OAK DE 0100 Appeal Information RIGHT TO APPEAL This action may be appealed in writing to the King County Hearing Examiner, with a fee of $250 (check payable to King County Office of Finance). As required by KCC 20.20.090 and 20.24.090, the appeal period shall be fourteen (14) calendar days and shall commence on the third day after the notice of decision is mailed. Filing an appeal requires actual delivery to the King County Land Use Services Division prior to the close of business (4:30 p.m.) on March 5, 2007. Prior mailing is not sufficient if actual receipt by the Division does not occur within the applicable time period. The Examiner does not have authority to extend the time period unless the Division is not open on the specified closing date, in which event delivery prior to the close of business on the next business day is sufficient to meet the filing requirement. If a timely Notice of Appeal has been filed, the appellant shall file a statement of appeal within a 21-day calendar period commencing three days after the notice of decision is mailed. The statement of appeal shall identify the decision being appealed (including file number) and the alleged errors in that 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 Examiner of jurisdiction to consider the appeal. Appeals must be submitted to the Department of Development and Environmental Services, addressed as follows: LAND USE APPEAL Land Use Services Division Department of Development and Environmental Services BlackRiver Corporate Park 900 Oakesdale Avenue Southwest Renton, WA 98055-1219 Any party may make a request for a pre-hearing conference. For more information regarding appeal proceedings and pre-hearing conferences, please contact the Office of the Examiner for a Citizens' Guide to the Examiner Hearings and/or read KCC 20.20 and 20.24. Report and Decision Page 7 of? L05S0040 I . ... ,.....: ..... . LOT LAYOUT PLAN SCALE: 1 • =40' ' '1 ,_ ,. . ('·/: LQ,5 S<>:.) 4 o '' ,-,.__ I ,c=:ifi ,_ / • ~Ii I '" 1· /'' •/ jl! ··. ' '/ //. ;1/'·, .. ;, : : i) . fr- >f;; r,, ii I I . "]'.'.··". , ',,I " .I ·, .... ·.· " fc', ii 'r'. ' . PROPOSED BLA ~; l·,· ...... ATTACHMENT ~,,-..~--T-'~ °' "·" "'-,,,,.·tGyof. DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT ,.,= [/' [![( ·--~--:-J ' ' ADDENDUM TO ENVIRONMENTAL (SEPA) DETERMINATION OF NON-SIGNIFICANCE (DNS-M) -MITIGATED Pursuant to WAC 197-11-600{4)(c) and WAC 197-11-625 Addendum to the Cogger Short and Fleuve de Voiles Plats as Addended by the City of Renton {LUA09-052 and LUA09-016) Determination of Non-Significance -Mitigated {DNS-M) -~ 0 Date of Addendum: Date of Original Issuance of SEPA Threshold Determination: July 23, 2012 November 9, 2006 Proponent: Project Numbers: Project Names: Charles Spaeth LUA09-052, ECF, PP LUA09-016, SHPL-A Fleuve de Voiles Plat and Cogger Short Plat Proposal/ Purpose of Addendum: The applicant, Charles Spaeth, received approval for a 39- lot plat (Fleuve de Voiles) from King County Department of Development and Enviromental Services (KC DDES) for Environmental (SEPA) Review and a Preliminary Plat (KC DDES File No. L04POD02). The 6.8 acre parcel is located within the City's Residential -4 (R-4) dwelling units per acre zoning classification; however, the project is vested to King County's R-6 zoning development regulations. In addition the same applicant received approval for an adjacent eight lot short plat, Cogger Short Plat, from KC ODES (LOSS0040). The Cogger Short Plat is also located within the City's R-4 zoning classification; however, it is also vested to King County's R-6 zoning development regulations. The Cogger Short plat's access is dependent on the Fleuve de Voiles plat improvements and could not be developed without the public and private infrastructure of the larger plat. As a result, KC ODES combined the two applications into one "development" for the purposes of SEPA review. The proposed plat of Fleuve de Voiles has as its sole access a new improvement of the SE 192nd St and 124'h Ave SE intersection. As part of DNS-M, dated November 9, 2006, a mitigation measure was issued, for the "development" requiring the applicant to construct a traffic signal system at this intersection. The mitigation measure currently reads: Addendum to Environmental (SEPA) Review Page2of4 July 23, 2012 1. In order to mitigate the significant adverse impact (14.80.030A and 14.80.0308} that the proposed development will have at the intersection of SE 192"d St/ 124'h Ave SE, the applicant will construct a traffic signal system at this intersection. This signalization system will be in general conformance with the conceptual signalization submitted KCDOT on November 8, 2006. This signalization system will be in general conformance with the conceptual signalization exchanged between the Department af Transportation and the Applicant's consultant engineer on/about October 2, 2006, and include all related signalization system appurtenance's necessary for the identified signal operation (including aprotected/permitted phasing for the westbound left turn), and an advance warning flasher system located to the west of the intersection. These improvements shall be designed to minimize future reconstruction if/when the deferred/cancelled C/P constructed. Since the time of the two plat approvals, in 2004 and 2005, the intersection annexed into the City of Kent. The Kent Transportation Division has informed the City of Renton that mitigation, in the form of a traffic signal, is not warranted at this intersection based on the significant adverse impacts described in SEPA determination and is ultimately not desired. Appropriate mitigation would include improvements to the north side of 192°d Ave SE to the City of Kent standards, with a stop sign only. It has been determined that the environmental impacts of the proposal were adequately addressed under the analysis of significant impacts contained within the previously adopted DNS-M. However, the mitigation prescribed by KC DDES was not appropriate for addressing the impacts. Based on WAC 197-11-600(4) c, the addendum process may be used if analysis or information is added that does not substantially change the analysis of significant impacts and alternatives in the existing environmental document. The determination by the City of Kent will not change the analysis or impacts in the 1995 State Environmental Policy Act (SEPA) Review. However, this addendum will modify the single mitigation measure of the DNS-M issued on November 9, 2006 to eliminate the requirement for a traffic signal at the intersection of SE 192°d St and 1241h Ave SE and will read: 1. In order to mitigate the significant adverse impact {14.80.030A and 14.80.0308} that the proposed development will have at the intersection of SE 192"d St/ 124th Ave SE, the applicant will construct improvements to the north side o{192"d Ave SE to the Citv of Kent standards, with the inclusion ofa stop sign. The City of Renton is hereby issuing a SEPA Addendum pursuant to WAC 197-11-600. This Addendum is appropriate because it contains only minor information not included in the original Determination and there no environmental impacts related to inclusion of the new information. Addendum to Environmental (SEPA) Review Page 3 of 4 July 23, 2012 Location: Lead Agency: Review Process: 510 S 3rd St City of Renton, Department of Community & Economic Development Addendum to previously issued Determination of Non-Significance - Mitigated {DNS-M) Additional Information: If you would like additional information, please contact Roca le Timmons, Associate Planner, City of Renton Planning Division, Department of Community & Economic Development at {425) 430-7219. There is no comment period for this Addendum, dated July 23, 2012 issued by the City of Renton Environmental Review Committee. Addendum to Environmental (SEPA) Review Page 4 of 4 July 23, 2012 ENVIRONMENTAL REVIEW COMMITTEE SIGNATURES: Gregg Zimmerman, Administrator Public Works Department Terry Higashiyama, Administrator Community Services Department Mark Peterson, Administrator r ~· ·-, ; c) ! Fire & Emergency Services Department . z.. C.E. "Chip" Vincent, Administrator/Planning Director Department of Community & Economic Development Date Date 7 King County Dept. of Development and Environmental Services (DOES) Land Use Services Division (LUSD) 900 Oakesdale Av. SW Renton Washington 98055-1219 TYPE2 FILE CONTENTS / LOG-IN SHEET (For Variances, Conditional Uses, Reasonable Uses, Short Plats, Shoreline SD/ VA, Binding Site Plan) FILE NO.: L05S0040 PROJECT I FILE NAME: COGGER SHORT PLAT OWNER(S): Tim & Monica Cogger REVIEW PLANNER: Chad Tibbits REVIEW ENGINEER: Curt Foster APPLICATION FILED: August 8, 2005 Related Files: A04PM123 AGENT(S): Charles Spaeth COMPLETE APPLICATION DATE: ACTIONS 1. R PRELIMINARY APPROVAL DA TE, __..a...,. /f-Li ,.., Q+-/ =0·-+l---APPEALED: c..l YES c..l NO 2. D REVISION: 3. D RECORDING NO.:--------------- B. 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): DOES STAFF ACTIONS 1. '$_, PRELIMINARY REPORT/ CONDITIONS D CONTINUATION NOTICE D ADDENDUM REPORT D NOTICE OF APPEAL D APPEAL ARGUMENTS date mailed: -~Jc;}~· /=\p-,->,,\ ~i"~l ___ _ date mailed: ________ _ date mailed: ________ _ date received: --------- date received: --------- 2. 3. 4. 5. 6. D TRANSMITTAL TO EXAMINER (POR's/DOCS/STUDIES) date sent: (APPEALS ONLY) ' ?) SEPA REQUIREMENTS t\\ ~f\ 1. THRESHOLD DETERMINATION: _____ _ DA TE ISSUED: 2. DATE 500' RADIUS/AGENCIES/PORS/STAFF SENT: 3. APPEAL FILED: DYES D NO a. APPELLANTS: ___________ Date Received: ____ _ ____________ Date Received: ____ _ b. APPEAL ARGUMENTS: ________ Date Received: NOTICE REQUIREMENTS . 1.\ ,._} NOTICE OF APPLICATION -/. / . ' IQ"-· a. AFFIDAVIT OF POSTING/POSTING PACKAGE SENT f @,0C REC'D O /) ·f.: J b. LEGAL ADS: SEATTLE TIMES ' Date Published: ,;'~ ';2--L)s LOCAL ( ;(&T ) Da,e Pu:'1'.'hed: 9~22-d,C c. 500' RADIUS/AGENCIES/POR's/STAFF date(s) sent: f:/dYc,tJS: J/J;p /c)o( date(s) sent: 2.·, ·--_) NOTICE OF DECISION a. 500' RADIUS/AGENCIES/POR's/STAFF L05S0040 /F./ APPLICATION Date received: August 8, 2005 { ~ --r:-· e--I'NTAKE CHECKLIST /c'tJt/LI< Lf-TTZQ ' G.··. D APPLICATION FEE ~LICANT DESIGNATION FORM D L]YAL DESCRIPTION 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. ~~ESSOR'S MAPS:---------------------- li'('cERTIFICATE OF WATER AVAILABILITY Ef'cERTIFICATE OF SEWER AVAILABILITY D PRELIMINARY HEALTH APPROVAL D 9*TIFICATE OF FUTURE CONNECTION (B"'~ DISTRICT RECEIPT UfiR'E PLAN/PLAT MAP f f';?tjb.:> [!l" L~AL LOT PROOF liYAFFIDA VIT CONCERNING CRITICAL AREAS COMPLIANCE er),NVIRONMENTAL CHECKLIST ~ TRANSPORTATION CONCURRENCY ~VEL ONE DRAINAGE ANALYSIS~ ii,1--0'l'HER . ~ ~S .!) .. lt~ATu3&f mns. czzzs fc·vk , 1 5:· t , I G /f) 1 {i)lp\ = -t (, 1 J''d . 2>"-4· 18. D WAIVER(S) __________________ _ ADDITIONAL PLANS/MAPS • 1. CONCEPTUAL DRAINAGE PLAN · 2, WETLAND MITICATIO~/ PLAN f< f Q_ 3. REVISION NO. I .'4. REVISION NO. 2 5. REVISION NO. 3 6. REVISION NO. 4 1. OTHER MAPS a)-. -I '-)')1<) "· or'.' C1l,1! r J~, c) ___________________________ _ d) ___________________________ _ e) ___________________________ _ !) ___________________________ _ DATES RECEIVED \. . H.) SPECIAL STUDIES I. \J) WETLAND/STREAM REPORT GEOTECHNICAL REPORT TRAFFIC STUDY (\S;)-(~;[(\9.104:: ,~\\b: 3\)~ \\."4;, 9~D'~\2i,\)\. ' 3. 4. WILDLIFE STUDY 5. OTHER (document title) _______________________ _ Page 2 of 3 C9 L05S0040 GENERAL CORRESPONDENCE 1. 2. q~~f f:1!f!}Zij7}~9!7~ ~ &JVZYU 5 ,D, 3. I /0'5:/o lt) Reqy,e,:=:,:\: fi,c A-c\d '\ '"' fu fr C.T16 :tP C . '.::fa:e.±b 4. 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I•~ <I'. .P·.;2. c0p: 11>0 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 , • • • ® King County Department of Development and Environmental Services 900 Oakesdale Avenue SW Renton, WA 98055-1219 February 16, 2007 Charles Spaeth 6839 Ravenna Avenue NE Seattle, WA 9811 S in\ 1.r.~ .. r.~1-2 1~ i, "iii 1,F ij \.~~ I .·· -. I 'ILJI '1 I.\ ,IIIN ? 3 2008 I _D RE: Preliminary Approval for Short Subdivision No. -LOSS0040 Dear Mr. Spaeth: The Land Use Services Division (LUSD) has completed review of the short subdivision application captioned above. The LUSD finds that the proposed short subdivision complies with the King County Land Segregation Code (Title 19A), Zoning Code (Title 21A), and other applicable codes as specified in King County Code (KCC) l 9A.08.060 . The short subdivision is granted preliminary approval subject to the Conditions of Preliminary Approval attached hereto and incorporated herein by reference. Any aggrieved party may appeal this decision by the appeal deadline, which is March 5, 2007. The appeal procedure is enclosed for your information. The preliminary approval is valid for a period of 60 months from the date of this letter, unless an appeal is filed. In the event that an appeal is filed, the preliminary approval is valid for a period of 60 months from the date of the appeal decision. Enclosed are the following: • Notice of Decision • Conditions of Preliminary Approval • Appeal Procedure If you have any questions regarding this letter, please contact Chad Tibbits, Planner, at (206) 296- 7194 and Curt Foster, P.E., Senior Engineer, at (206) 296-7106. Sincerely, James Sanders, P.E., Development Engineer Engineering Review Section, LUSD Letter.frm/CoverLtr2000.SP.doc 3/9/00 Lisa Dinsmore, Current Planning Supervisor Current Planning Section, LUSD ® Department of Development and Environmental Services - nd Use Services Division Mbtice of Decision O Oakesdale Avenue Southwest nton, Washington 98057-5212 File No.: L05S0040 Applicant: Charles Spaeth File Name: Cogger Short Plat 6839 Ravenna Avenue NE Seattle, WA 98115 (206) 526-8481 Agent: Taylor Engineering Consultants 205 Front Street S. Issaquah, WA 98027 (425) 391-1415 ODES Project Manager: Chad Tibbits, 206-296-7194 Email: chad.tibbits@metrokc.gov (Type 2) Project Location: Located on the north side of SE 192n• Street, west of 124th Avenue NE_ Project Description: Subdivision of 1.25 acres into eight residential lots in the R-6 Zone. Permits Requested: Short Subdivision Department Decision: Approved with conditions SEPA Threshold Determination: N/A Appeal Procedure: Except for shoreline permits which are appealable to the State Shorelines Hearings Board, this decision may be appealed in writing to the King County Hearing Examiner. A notice of appeal must be filed with the Land Use Services Division at the address listed below prior to 4:30 p.m. on March 5, 2007 days, and be accompanied with a filing fee of $250.00 payable to the King County Office of Finance. If a timely Notice of Appeal has been filed, the appellant shall also file a Statement of Appeal with the Land Use Services Division at the address listed below prior to 4:30 p.m. on March 12, 2007. The Statement of Appeal shall identify the decision being appealed (including the file number) and the alleged errors in that decision. Further, 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. &eals must be submitted to the Department of Development and Environmental Services (DOES) at the Wowing address: DDES--Land Use Services Division Attn: Permit Center 900 Oakesdale Avenue Southwest Renton, Washington 98057-5212 Date Mailed: February 16, 2007 If you have any questions regarding the appeal procedures, please contact the project manager at the phone number listed above. If you require this material in Braille, audio cassette, or large print, call 206-296-6600 (voice) or 206-296-7217 (TIY). l g County has made a decision on an application for a development proposal on property at 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 • B. • C. • ® KING COUNTY DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES LAND USE SERVICES DIVISION 900 Oakesdale Avenue Southwest Renton, WA 98057-5212 REPORT AND DECISION SHORT SUBDIVISION File No. L05S0040 DESCRIPTION OF THE PROPOSED SHORT SUBDIVISION: This is a short subdivision of 1.25 acres into 8 lots for detached single-family dwellings in the R-6 zone. The proposed density is 6.4 dwelling units per acre (du/ac). The proposed lot sizes range from approximately 3,881 to 4,524 square feet. Refer to Attachment 1 for a copy of the revised short plat map. The short plat was revised and submitted on June 21, 2006 to reflect a boundary line adjustment along Lots 6, 7, and 8. GENERAL INFORMATION: Applicant: Charles Spaeth 6839 Ravenna Avenue NE Seattle, WA 98115 (206) 526-8481 Engineer: Taylor Engineering Consultants 205 Front Street S. Issaquah, WA 98027 (425) 391-1415 STR: SW 33-23-05 Location: The site is located on the north side of SE 192"d St., west of 1241 h Ave. NE Zoning: Acreage: No. of Lots: Density: Lot Size: Proposed Use: Sewage Disposal: Water Supply: Fire District: School District: R-6 1.25 acres 8 Approximately 6.4 du/ac Approximately 3,881 to 4,524 square feet Detached Single-Family Residences Soos Creek Water and Sewer District Soos Creek Water and Sewer District King County Fire District No. 40 Renton School District No. 403 Complete Application Date: September 6, 2006 Associated Applications: Drainage Adjustment File No. L06V0040 NATURAL ENVIRONMENT 1. Topography: The property is irregular in shape. The property slopes from the west to the east at greater than 10% . 2. Soils: AgB -Alderwood (gravely, sandy loam 0-6%) and AgD -Alderwood (gravely, sandy loam, 15-30%) surface soils are found on this site per King County Soil Survey, 1973. Report & Decision Page I of7 LOSSOOLI D. ' a. AgB -Alderwood gravely, sandy loam: 0-6% slopes. Runoff is • slow and the erosion hazard is slight. b. AgD -Alderwood gravely, sandy loam; 15-30% slopes. Runoff is the erosion hazard is severe. This soil has a severe limitation for foundations due to slope, and a moderate slippage potential. It has severe limitations for septic tank filter fields due to very slow permeability in the substratum. A geotechnical report was prepared by Geological & Geotechnical Consulting on June 23, 2005. The purpose of the site evaluation was to document existing shallow soil and ground water conditions on the property, including existing slope stability, and to provide data for design and construction of the planned improvements. 3. Wetland/streams: A wetland and/or stream report was prepared by AC Roth Environmental Services dated March 7, 2006 and was field verified by staff that no wetlands exist. No mapped hydrographic features exist on this site. The site lies within the Soos Creek sub-basin of the Green River drainage basin. 4. Vegetation: This site is moderately wooded with a second and third-growth mixture of coniferous and broad-leafed trees native to the Pacific Northwest. Second-story vegetation and groundcover consists of Northwest native species including salal, sword fern, berry vines, and grasses. • 5. Wildlife: Small birds and animals undoubtedly inhabit this site; however, their population and species are limited due to nearby development. Larger species may visit this site on occasion. No threatened or endangered species are known to exist on or near the property. 6. Mapped Sensitive Areas: The Sensitive Areas Folio does not identify any mapped sensitive areas as being present on this site. DESIGN FEATURES 1. Density, Lot Pattern, Comprehensive & Community Plan: The density for this proposal is 6.4 dwelling units per acre which meets KCC 21A density provisions. The lots are all irregular in shape. The community planning area is Soos Creek. The neighborhood is developed with single family residences to the south, east and west. To the north the Plat of Flueve Des Voiles will be creating an additional 39 lots for single-family residences. The existing house on the site will be removed. Recreation space will be provided as shown on the map Tract A at 6,514 square feet. A joint preliminary recreation space plan with the Plat of Fleuve Des Voiles was submitted by the applicant and exceeds the required 3,120 square feet of recreation space required by KCC 21A.14. 2. Access/Roadway Section: This short plat is fully dependent on the offsite road construction for the plat of Flueve Des Voiles (File No. L04P0002) to the north and access from SE 192°d Street. Compliance with Section 1.03(0) of the KCRS is required prior to recording the short plat. The internal access road (122°d Ave SE) shall be improved to the urban minor access street with sidewalk on one side. 3. Drainage: The Gagger Short Plat and Flueve Des Voiles subdivisions are located in the Upper Soos subbasin of the Soos Creek basin. The Cogger short plat is subject to the Conservation flow control and Basic water quality requirements of the 2005 KCSWDM. The proposed Gagger short plat is adjacent to the Fleuves des Voiles subdivision, along the south edge. • The combined, irregularly-shaped sites slope moderately from west to east with the • result that all predeveloped runoff sheetflows across the entire eastern property boundary. All of the site's runoff enters upper Soos Creek and it buffer area. Soos qeport and Decision Page 2 of 7 L05S0040 • • • E. F. • Creek then flows south under SE 192"d Street through a 48-inch culvert . Approximately 13 upstream acres are tributary to the two sites. The proposal is to collect most runoff from the combined project's site and direct it to an integrated detention and water quality facility located along the lower, eastern boundary of the Flueve Des Voiles subdivision. The proposal is to collect and treat entrance road improvements (to Flueve Des Voiles) in cartridge filter treatment catch basins and release the flows along the northern portion of the SE 192nd Street right-of-way. As a result, predeveloped dispersed flows will be concentrated to two outlet locations. The allowed releases would then enter the Upper Soos Creek stream/wetland buffer. Concentrated outlets to a stream or wetland buffer are acceptable. A drainage adjustment (L06V0040) is approved for the Flueves des Voiles and the Cogger short plat sites. The adjustment allows the use of a shared stormwater facility for both sites. The mixing of the two stormwater detention requirements (Level 1 and Conservation) can be accomplished with the KCRTS Stormwater design program. 4. Utilities: a. Sewage Disposal: The applicant proposes to serve the subject subdivision by means of a public sewer system managed by Soos Creek Water and Sewer District. b. Water Supply: The applicant proposes to serve the subject subdivision with a public water supply and distribution system managed by Soos Creek Water and Sewer District. 5. Schools and Walkways: This proposal has been reviewed under RCW 58.17.110 and King County Code 21A.28 (School Adequacy). a. School Facilities: The subject subdivision will be served by Benson Hills Elementary School, Nelson Middle School and Lindbergh High School all located within the Renton School District No. 403. b. School Impact Fees: No ordinance requiring impact fees for this school district has been adopted. c. School Access: The District has indicated that the future students from this short plat will be bussed to the middle and high school with students walking to the elementary school. d. Walkway Conditions: Roadway conditions in the area consist generally of 22- foot wide paved roadways with open roadway drainage facilities and limited areas that have gravel shoulders. These open roadway ditches vary in depth and proximity to roadway traveled. Improvements to these walkways will be provided by the Wehrman Plat File No. L04P0027 directly north and adjacent to the Fleuve Des Voiles Plat File No. L04P0002. SEPA THRESHOLD DETERMINATION: This short subdivision application is exempt from review under the State Environmental Policy Act (SEPA), RCW 43.21C. FINDINGS/CONCLUSIONS: The subject subdivision will comply with the goals ~nd objectives of the ~!n~ County Comprehensive Plan and will comply with the requtre~ents of the ~ubdrvrsro~ and Zoning Codes and other official land use controls of Krng County (r.e. 1993 Krng ~~unty Road Standards, 2005 Surface Water Design Manual, etc.), based upon the cond1t1ons for final short plat approval. Report and Decision Page 3 of 7 L05S0040 G. DECISION: Proposed Short Plat File No. L05S0040, revised and received on June 21, 2006 as described by Attachment 1 of this report is GRANTED PRELIMINARY APPROVAL; subject to the following conditions of final approval: 1. Title 19A A. Compliance with all platting provisions of Title 19A. of the King County Code B. All persons having an ownership interest in the subject property shall sign on the face of the final short subdivision. C. 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 2. Surface Water Management (KCC 9) 2005 King County Surface Water Design Manual (SWDM) A. The drainage facilities shall meet the requirements of the 2005 King County Surface Water Design Manual (KCSWDM). The facilities shall meet the requirements for Conservation Flow Control and Basic Water Quality menu in the KCSWDM. B. A drainage adjustment (L06V0040) is approved for this site. All conditions of approval for this adjustment shall be met prior to approval of the engineering plans. This adjustment allows use of an offsite shared drainage facility in the adjoining plat of Flueve Des Voiles L04P0002. This short plat approval is therefore fully dependent on the construction of the above subdivision. 3. Road Standards (KCC 14) 1993 King County Road Standards All construction and upgrading of public and private roads shall be done in accordance with the King County Road Standards established and adopted by Ordinance No. 11187, as amended (1993 KCRS). The proposed short subdivision shall comply with the 1993 King County Road Standards (KCRS) including the following requirements: The proposed subdivision shall comply with the 1993 King County Road Standards (KCRS) including the following requirements: A. This short plat is fully dependent on the offsite road construction for the plat of Flueve Des Voiles. Access to the short plat is to be provided to SE 192"d Street through the plat of Flueve Des Voiles. Compliance with Section 1.03(0) of the KCRS is required prior to recording the short plat. • • B. The internal access road (122"d Ave SE) shall be improved to the urban minor • access street with sidewalk on one side. C. Modifications to the above road conditions may be considered according to the variance provisions in Section 1.08 of the KCRS. 4. Health (KCC 13) 5. 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. Building and Construction Standards (Title 16) A. The applicant shall comply with all applicable provisions of KCC 16.82.(grading) Report and Decision Page 4 of 7 L05S0040 • •• 6. Fire Code (KCC 17) Section 902 of the 2004 Edition of Uniform Fire Code The applicant must obtain the approval of the King County Fire Protection Engineer for the adequacy of the fire hydrant, water main and fire flow standards of Chapter 17.08 of the King County Code. 7. Zoning Code (KCC 21A) • • • A. Density and Dimensions (KCC 21A.12) B. All lots shall meet the density and 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. Minor revisions to the short subdivision, which do not result in substantial changes and/or do not create additional Jots may be approved at the discretion of the Department of Development and Environmental Services. Street Trees (KCC 21 A.16) Street trees shall be provided as follows (per KCRS 5.03 and KCC 21A.16.050): a. 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. b. 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. c. 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. d. 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. e. The species of trees shall be approved by ODES 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. f. The applicant shall submit a street tree plan and bond quantity sheet for review and approval by DOES prior to engineering plan approval. g. 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. Report and Decision Page 5 of 7 LOSS0040 8. 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. 9. A homeowner's association or other workable organization shall be established to the satisfaction of DOES which provides for the ownership and continued maintenance of the Tract A (recreation space) and shall be coordinated with the homeowner's association of the Plat of Fleuve Des Voiles File No. L04P0002. 10. 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.). a. 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 submittal of engineering plans. b. A performance bond for recreation space improvements shall be posted prior to recording of the plat. 11. A homeowners' association or other workable organization shall be established to the satisfaction of ODES which provides for the ownership and continued maintenance of the recreation, open space and/or sensitive area tract(s). 12. The applicant shall also meet those conditions established under the Plat of Fleuve Des Voiles File No. L04P0002, where the recreation space will be shared with both the plat and short plat. 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. NPDES? Water Quality/DOE? B. Development of the subject property may require registration with the Washington State Department of Licensing, Real Estate Division Parties and Persons of Record CLAUSSEN KIM PPMIII CPLN LUSD MS OAK DE 0100 COGGER TIM & MONICA 609 GRANT A VE SOUTH RENTON WA 98055 DlNSMORE LISA SUPERVISOR CPLN LUSD MS OAK DE 0100 FOSTER CURT SR. ENGlNEER CPLN LUSD MS OAK DE 0100 GRAVES STACY FGMUDDES Report and Decision Page 6 of 7 L05S0040 • • • • • • MILLER JAMES 19209 121ST PL SE RENTON WA 98058-7545 SANDERS JIM SUPERVISOR ERS LUSD MS OAK DE 0100 SPAETH CHARLES 6839 RAVENNA AVE NE SEATTLE WA 98115 TAYLOR BILL TEC 205 S FRONT ST., POB 1787 ISSAQUAH WA 98027 TIBBITS CHAD PPMII CPLN LUSD MS OAK DE 0100 WEHRMAN MA VRIN 5115 33RD AVE WEST EVERETT WA 98203-1367 WHITING KELLY KC DOT ROAD SERVICES DIV MS KSC TR 0231 WHITT AKER BRUCE SR. ENGINEER ERS LUSD MS OAK DE 0100 Appeal Information RIGHT TO APPEAL a This action may be appealed in writing to the King County Hearing Examiner, with a fee of 9$250 (check payable to King County Office of Finance). As required by KCC 20.20.090 and 20.24.090, the appeal period shall be fourteen (14) calendar days and shall commence on the third day after the notice of decision is mailed. Filing an appeal requires actual delivery to the King County Land Use Services Division prior to the close of business (4:30 p.m.) on March 5, 2007. Prior mailing is not sufficient if actual receipt by the Division does not occur within the applicable time period. The Examiner does not have authority to extend the time period unless the Division is not open on the specified closing date, in which event delivery prior to the close of business on the next business day is sufficient to meet the filing requirement. If a timely Notice of Appeal has been filed, the appellant shall file a statement of appeal within a 21-day calendar period commencing three days after the notice of decision is mailed. The statement of appeal shall identify the decision being appealed (including file number) and the alleged errors in that 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 examiner of jurisdiction to consider the appeal. Appeals must be submitted to the Department of Development and Environmental Services, addressed as follows: LAND USE APPEAL Land Use Services Division Department of Development and Environmental Services BlackRiver Corporate Park 900 Oakesdale Avenue Southwest Renton, WA 98055-1219 Any party may make a request for a pre-hearing conference. For more information regarding appeal proceedings and pre-hearing conferences, please contact the Office of the Examiner .r a Citizens' Guide to the Examiner Hearings and/or read KCC 20.20 and 20.24. Report and Decision Page 7 of 7 L05S0040 I / 19 / / / :, I I I I I /-10' I I :/ LOT LAYOUT PLAN SCALE: 1 • =40' ' i ,, -,--,,~r1~.-·~ 't ,_.,.,_, .,·, ···+" -4-,, > l~5S004o ATTACHMENT i I ...1 .t.. ' ~ROP~ED BLA I - PROJECT REQUEST FORM PLANNING/BUILDING/PUBLIC WORKS EXT ·z2Ba / FILE STATUS /.}fttEw OR o EXISTING: FILE CODE (PRJ-XX·XXXX) / LOCATION / D My Work Space: / D File Bay Shelf#: /~er: PROJECTNAME/FILETITLE: (b.cc:ep ()//CJPT f;kz (70 characters max) UTILITY PERMIT# ______ LUA# 6 "'! -C' / G:, WO# _______ _ ADDREss I STREET NAME(sJ; <,c ICZ?AIO, c;{ x:c.s1e 124 z11 /JVe.<::-£ ..,...-:-I .-,-1' DEV: ; CNTR: ; OWN: /.ttJt'.2>"'J,.l/·1; CNSLT/ENG: _____ _ OTHER ALIASES: C/c,41-J,.,·,; i Ir) sa .. e tl, ii Circle Size of Waterline: 8" 1 O" 12" Circle One: New/ Replace/ Extension Circle Size of Sewer line: 8" IO" 12" Circle One: New I Replace/ Extension Circle Size of Stonnline: 12" 18" 24" Circle One New I Replace/ Extension I CHECK EACH DISCIPLINE INVOLVED IN PROJECT Ltr Drwg # of sheets 0 TED 0 0 ---~--· (off site improvements) (include TESC) 0 TRO 0 0 (Signalization, Channelization, Lighting) 0 WWP 0 D (sanitary sewer main, include basin name) 0 WTR 0 0 (Mains, Valves, Hydrants) (inc. composite & Horizonta!Ctrl) D SWP 0 D (ClP onlyXinclude basin name) 0 PLR (For Developer Files Only) D (letter only) PLEASE CffiCLE THE DISCIPLINES WHICH NEED TO SIGN MYLARS WATER WASTEWATER SURFACE WATER TRANSPORTATION FIRE FOR FILE MAINTAJNANCE USE ONLY Date Entered and Labels Made PROJECT REQUEST FORM PLANNING/BUILDING/PUBLIC WORKS / DATE: 'Z-211'· 1"1 CONTACT: EXT. I FILE STATUS I D NEW OR D EXISTING FILE CODE (PRf-XX-XXXX) I LOCATION I D My Work Space: I D File Bay Shelf#: PROJECT NAME/ FILE TITLE: 'f le.I.A ye, be S \/ o I Lf S p LA.1 (70 characters max) DESCRIPTION OF PROJECT: 34 \otc;, I ~" lt,,J,,-:fw UTILITY PERMIT# _____ _ LUA# WO# I O Other: --------- ADDRESS I STREET NAME(S): ________________________ _ DEV: _______ ; CNTR: ______ ;OWN: _____ ; CNSLT/ENG: __ ~--- OTHER ALIASES: So.J ._s _:::Uc:..:e.=.::,z_,::.'..J.<----'P--'-1"",dJ_:,,-c.,l V\c.>.....!Cf,,J,"'-='So"-'t'-"'\tl."-'d-'--', t°l')_q__ ...; I ( A'\&le,( S hrr + f IA f. "(2, L \,._W~ &,~!,,,:,v.. I J <N<!. )~ !f-~x; Circle Size ofWaterhne: Circle Size of Sewerline: Circle Size of Stormhne: < l O" l O" 18" 12" 12" 24" Circle One: Circle One: Circle One I CHECK EACH DISCIPLINE INVOLVED IN PROJECT 0 TED 0 TRO pl WWP I,?' WTR /3 SWP ,t'.J PLR ~ (off site improvements) (Signalization, Channelization, Lighting) (sanitary sewer main, include basin name) (Mains, Valves, Hydrants) (CIP only )(include basin name) (For Developer Files Only) FOR FILE MAINTAINANCE USE ONLY e Y Replace / Extension ~/Replace/ Extension ~ I Replace / Extension Ltr Drwg # of sheets D 0 (include TESC) D 0 D D D 0 (inc. composite & HorizontalCtrl) D 0 D (letter only) File Codes File Alias Date Entered and Labels Made -·· ·.-···~-,· . -.. -~ " Project Name: ______________________ _ Parcel Number(s): _____________________ _ Number of Lots: ____ _ Project Status: J -------------- D --------------- D --------------- J _____________ _ Type(s) of Bond(s) in this file: D Street tree installation (Performance) D Landscape installation (Performance) CJ Critical Areas restoration D D Other associated activities: Amount: $ _______ _ $ _______ _ $ _______ _ $ _______ _ $ _______ _ D Dedication of right-of-way _______________ _ D Road variance -------------------- D Critical areas variance ________________ _ •.. - 20/l-/- J<E,YISION ------,Jr NCRES.· ~ i-· -~,;:ti ! :...____,___ _ __, :: • l'°)"MIO-odSO-·~~ ...... ~lo~f"" --ol~---. .... ~....,..._ • -....y.~----•">'-.,...,•..,,.-MI'· ------~....,..-_ ..... __ _,._ .... __ -~-~---............... -plan~ "'"Yi.o-,..o,-. Preliminaiy Plat Modification Exhibit· T :-.... r . I rr-i SUMMIT HOMES RENTON PROPERTI~ I I I \ \ \ \ I \ \ \ \ I \ I ~Nenlf,YL. ,X.1A1l--S ~ Sff l))A/3-OD:Jgl-fO EXHIBIT 1 CITY OF RENTON DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT MEMORANDUM Date: September 10, 2009 To: City Clerk's Office From: Stacy Tucker Subject: Land Use File Closeout Please complete the following information to facilitate project closeout and indexing by the City Clerk's Office. Project Name: LUA (file) Number: Cross-References: AKA's: Project Manager: Acceptance Date: Applicant: Owner: Contact: PID Number: ERC Decision Date: ERC Appeal Date: Administrative Approval: Appeal Period Ends: Public Hearing Date: Date Appealed to HEX: By Whom: HEX Decision: Date Appealed to Council: By Whom: Council Decision: Mylar Recording Number: Cogger Short Plat LUA-09-016, SHPL-A King Co. File #L05S0040, L06V0040 September 6, 2005 Charles Spaeth Same as applicant Taylor Engineering Consultants 6199000241 February 16, 2007 March 5, 2007 Date: Date: Project Description: A Short plat subdivision of 1.25 acres into 8 lots for detached single-family dwellings in the R-6 zone. Location: North side of SE 192'' St, west of 124th Ave NE Comments: Planning Director approved an extension of the normal period of validity. New expiration date: February 16, 2015. Denis Law Mayor May 4, 2009 Department of Community & Economic Development Charles Spaeth Ravenna Development LLC / Soos Creek Real Estate LLC 6839 Ravenna Avenue NE Seattle, WA 98115 SUBJECT: Wehrman Subdivision (Wehrman); King County File No. L04P0027 Fleuve des Voiles Subdivision (Fleuve): King County File No. L04P0002 Cogger Short Plat (Cogger): King County File No. L05S0040 Dear Mr. Spaeth: Effective April 1, 2009, Ordinance 5452 authorizes the Renton Planning Director the authority to approve an extension of up to two (2) years in addition to the normal period of validity for land use and subdivision approvals. This office has reviewed your March 31, 2009 request to extend the following permits for an additional two (2) years beyond any other extensions authorized by the Renton Municipal Code. You have requested extension of following three projects: Wehrman Subdivision; King County File No. L04P0027 Fleuve des Voiles Subdivision: King County File No. L04P0002 Cogger Short Plat: King County File No. L05S0040 Original Expiration Dates August 10, 2011 January 12, 2012 February 16, 2012 Your extension request is approved. The following subdivisions will be given a one year extension authorized by the Renton Municipal Code, plus an additional two years authorized by Ordinance 5452. These permits will expire on: Wehrman Subdivision; King County File No. L04P0027 Fleuve des Voiles Subdivision: King County File No. L04P0002 Cogger Short Plat: King County File No. L05S0040 Extended Expiration Dates August 10, 2014 January 12, 2015 February 16, 2015 It is the applicant's responsibility to self-monitor the revised expiration dates. Please do not rely on the City to alert you of an upcoming expiration date. Please feel free to contact Ion Arai at (425) 430-7270 should you have any further questions or comments regarding this extension. Sincerely, 1 / c. ~,\J Chip Vincent Planning Director \ cc: Jennifer Henning, Current Planning Manager City of Renton Files: LUA09-025 LUA09-0S2 LUA09-016 Renton City Hall • 1055 South Grady Way • Renton, Washington 98057 • rentonwa.gov ® King County Department of Development and Environmental Services 900 Oakesdale Avenue SW Renton, WA 98055-1219 February 16, 2007 Charles Spaeth 6839 Ravenna Avenue NE Seattle, WA 98115 RE: Preliminary Approval for Short Subdivision No. -L05S0040 Dear Mr. Spaeth: The Land Use Services Division (LUSD) has completed review of the short subdivision application captioned above. The LUSD finds that the proposed short subdivision complies with the King County Land Segregation Code (Title 19A), Zoning Code (Title 21A), and other applicable codes as specified in King County Code (KCC) l 9A.08.060. The short subdivision is granted preliminary approval subject to the Conditions of Preliminary Approval attached hereto and incorporated herein by reference. Any aggrieved party may appeal this decision by the appeal deadline, which is March 5, 2007. The appeal procedure is enclosed for your information. The preliminary approval is valid for a period of 60 months from the date of this letter, unless an appeal is filed. In the event that an appeal is filed, the preliminary approval is valid for a period of 60 months from the date of the appeal decision. Enclosed are the following: • Notice of Decision • Conditions of Preliminary Approval • Appeal Procedure If you have any questions regarding this letter, please contact Chad Tibbits, Planner, at (206) 296- 7194 and Curt Foster, P.E., Senior Engineer, at (206) 296-7106. Sincerely, James Sanders, P.E., Development Engineer Engineering Review Section, LUSD Letter.frm/CoverLtr2000.SP.doc 3/9/00 Lisa Dinsmore, Current Planning Supervisor Current Planning Section, LUSD "'"" CILE C,()Pi 0 ® KING COUNTY DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES LAND USE SERVICES DIVISION 900 Oakesdale Avenue Southwest Renton, WA 98057-5212 REPORT AND DECISION SHORT SUBDIVISION File No. L05S0040 A. DESCRIPTION OF THE PROPOSED SHORT SUBDIVISION: B. C. This is a short subdivision of 1.25 acres into 8 lots for detached single-family dwellings in the R-6 zone. The proposed density is 6.4 dwelling units per acre (du/ac). The proposed lot sizes range from approximately 3,881 to 4,524 square feet. Refer to Attachment 1 for a copy of the revised short plat map. The short plat was revised and submitted on June 21, 2006 to reflect a boundary line adjustment along Lots 6, 7, and 8. GENERAL INFORMATION: Applicant: Charles Spaeth 6839 Ravenna Avenue NE Seattle, WA 98115 (206) 526-8481 Engineer: Taylor Engineering Consultants 205 Front Street S. Issaquah, WA 98027 (425) 391-1415 STR: SW 33-23-05 Location: The site is located on the north side of SE 192nd St., west of 124th Ave. NE Zoning: Acreage: No. of Lots: Density: Lot Size: Proposed Use: Sewage Disposal: Water Supply: Fi re District: School District: R-6 1.25 acres 8 Approximately 6.4 du/ac Approximately 3,881 to 4,524 square feet Detached Single-Family Residences Soos Creek Water and Sewer District Soos Creek Water and Sewer District King County Fire District No. 40 Renton School District No. 403 Complete Application Date: September 6, 2006 Associated Applications: Drainage Adjustment File No. L06V0040 NATURAL ENVIRONMENT 1. Topography: The property is irregular in shape. The property slopes from the west to the east at greater than 10%. 2. Soils: AgB -Alderwood (gravely, sandy loam 0-6%) and AgD -Alderwood (gravely, sandy loam, 15-30%) surface soils are found on this site per King County Soil Survey, 1973. Report & Decision Page I of7 MAiN FiLE CQ?Y L05S0040 D. ' ' a. AgB -Alderwood gravely, sandy loam: 0-6% slopes. Runoff is slow and the erosion hazard is slight. b. AqD -Alderwood gravely, sandy loam; 15-30% slopes. Runoff is the erosion hazard is severe. This soil has a severe limitation for foundations due to slope, and a moderate slippage potential. It has severe limitations for septic tank filter fields due to very slow permeability in the substratum. A geotechnical report was prepared by Geological & Geotechnical Consulting on June 23, 2005. The purpose of the site evaluation was to document existing shallow soil and ground water conditions on the property, including existing slope stability, and to provide data for design and construction of the planned improvements. 3. Wetland/streams: A wetland and/or stream report was prepared by AC Roth Environmental Services dated March 7, 2006 and was field verified by staff that no wetlands exist. No mapped hydrographic features exist on this site. The site lies within the Soos Creek sub-basin of the Green River drainage basin. 4. Vegetation: This site is moderately wooded with a second and third-growth mixture of coniferous and broad-leafed trees native to the Pacific Northwest. Second-story vegetation and groundcover consists of Northwest native species including salal, sword fern, berry vines, and grasses. 5. Wildlife: Small birds and animals undoubtedly inhabit this site; however, their population and species are limited due to nearby development. Larger species may visit this site on occasion. No threatened or endangered species are known to exist on or near the property. 6. Mapped Sensitive Areas: The Sensitive Areas Folio does not identify any mapped sensitive areas as being present on this site. DESIGN FEATURES 1. Density, Lot Pattern, Comprehensive & Community Plan: The density for this proposal is 6.4 dwelling units per acre which meets KCC 21A density provisions. The lots are all irregular in shape. The community planning area is Soos Creek. The neighborhood is developed with single family residences to the south, east and west. To the north the Plat of Flueve Des Voiles will be creating an additional 39 Jots for single-family residences. The existing house on the site will be removed. Recreation space will be provided as shown on the map Tract A at 6,514 square feet. A joint preliminary recreation space plan with the Plat of Fleuve Des Voiles was submitted by the applicant and exceeds the required 3,120 square feet of recreation space required by KCC 21A.14. 2. Access/Roadway Section: This short plat is fully dependent on the offsite road construction for the plat of Flueve Des Voiles (File No. L04P0002) to the north and access from SE 192nd Street. Compliance with Section 1.03(0) of the KCRS is required prior to recording the short plat. The internal access road (122nd Ave SE) shall be improved to the urban minor access street with sidewalk on one side. 3. Drainage: The Cogger Short Plat and Flueve Des Voiles subdivisions are located in the Upper Soos subbasin of the Soos Creek basin. The Cogger short plat is subject to the Conservation flow control and Basic water quality requirements of the 2005 KCSWDM. The proposed Cogger short plat is adjacent to the Fleuves des Voiles subdivision, along the south edge. The combined, irregularly-shaped sites slope moderately from west to east with the result that all predeveloped runoff sheetflows across the entire eastern property boundary. All of the site's runoff enters upper Soos Creek and it buffer area. Soos Report and Decision Page 2 of 7 L05S0040 Creek then flows south under SE 192"d Street through a 48-inch culvert. Approximately 13 upstream acres are tributary to the two sites. The proposal is to collect most runoff from the combined project's site and direct it to an integrated detention and water quality facility located along the lower, eastern boundary of the Flueve Des Voiles subdivision. The proposal is to collect and treat entrance road improvements (to Flueve Des Voiles) in cartridge filter treatment catch basins and release the flows along the northern portion of the SE 192"d Street right-of-way. As a result, predeveloped dispersed flows will be concentrated to two outlet locations. The allowed releases would then enter the Upper Soos Creek stream/wetland buffer. Concentrated outlets to a stream or wetland buffer are acceptable. A drainage adjustment (L06V0040) is approved for the Flueves des Voiles and the Cogger short plat sites. The adjustment allows the use of a shared stormwater facility for both sites. The mixing of the two stormwater detention requirements (Level 1 and Conservation) can be accomplished with the KCRTS Stormwater design program. 4. Utilities: a. Sewage Disposal: The applicant proposes to serve the subject subdivision by means of a public sewer system managed by Soos Creek Water and Sewer District. b. Water Supply: The applicant proposes to serve the subject subdivision with a public water supply and distribution system managed by Soos Creek Water and Sewer District. 5. Schools and Walkways: This proposal has been reviewed under RCW 58.17.110 and King County Code 21A.28 (School Adequacy). a. School Facilities: The subject subdivision will be served by Benson Hills Elementary School, Nelson Middle School and Lindbergh High School all located within the Renton School District No. 403. b. School Impact Fees: No ordinance requiring impact fees for this school district has been adopted. c. School Access: The District has indicated that the future students from this short plat will be bussed to the middle and high school with students walking to the elementary school. d. Walkway Conditions: Roadway conditions in the area consist generally of 22- foot wide paved roadways with open roadway drainage facilities and limited areas that have gravel shoulders. These open roadway ditches vary in depth and proximity to roadway traveled. Improvements to these walkways will be provided by the Wehrman Plat File No. L04P0027 directly north and adjacent to the Fleuve Des Voiles Plat File No. L04P0002. E. SEPA THRESHOLD DETERMINATION: This short subdivision application is exempt from review under the State Environmental Policy Act (SEPA), RCW 43.21C. F. 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. Report and Decision Page 3 of 7 L05S0040 G. DECISION: Proposed Short Plat File No. L05S0040, revised and received on June 21, 2006 as described by Attachment 1 of this report is GRANTED PRELIMINARY APPROVAL; subject to the following conditions of final approval: 1. Title 19A A. Compliance with all platting provisions of Title 19A. of the King County Code B. All persons having an ownership interest in the subject property shall sign on the face of the final short subdivision. C. 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 2. Surface Water Management (KCC 9) 2005 King County Surface Water Design Manual (SWDM) A. The drainage facilities shall meet the requirements of the 2005 King County Surface Water Design Manual (KCSWDM). The facilities shall meet the requirements for Conservation Flow Control and Basic Water Quality menu in the KCSWDM. B. A drainage adjustment (L06V0040) is approved for this site. All conditions of approval for this adjustment shall be met prior to approval of the engineering plans. This adjustment allows use of an offsite shared drainage facility in the adjoining plat of Flueve Des Voiles L04P0002. This short plat approval is therefore fully dependent on the construction of the above subdivision. 3. Road Standards (KCC 14) 1993 King County Road Standards All construction and upgrading of public and private roads shall be done in accordance with the King County Road Standards established and adopted by Ordinance No. 11187, as amended (1993 KCRS). The proposed short subdivision shall comply with the 1993 King County Road Standards (KCRS) including the following requirements: The proposed subdivision shall comply with the 1993 King County Road Standards (KCRS) including the following requirements: A. This short plat is fully dependent on the offsite road construction for the plat of Flueve Des Voiles. Access to the short plat is to be provided to SE 192nd Street through the plat of Flueve Des Voiles. Compliance with Section 1.03(0) of the KCRS is required prior to recording the short plat. B. The internal access road (122"d Ave SE) shall be improved to the urban minor access street with sidewalk on one side. C. Modifications to the above road conditions may be considered according to the variance provisions in Section 1.08 of the KCRS. 4. 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. 5. Building and Construction Standards (Title 16) A. The applicant shall comply with all applicable provisions of KCC 16.82.(grading) Report and Decision Page 4 of 7 L05S0040 6. Fire Code (KCC 17) Section 902 of the 2004 Edition of Uniform Fire Code The applicant must obtain the approval of the King County Fire Protection Engineer for the adequacy of the fire hydrant, water main and fire flow standards of Chapter 17.08 of the King County Code. 7. Zoning Code (KCC 21A) A. Density and Dimensions (KCC 21 A.12) All lots shall meet the density and 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. 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. Street Trees (KCC 21A.16) Street trees shall be provided as follows (per KCRS 5.03 and KCC 21A.16.050): a. 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. b. 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. c. 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. d. 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. e. The species of trees shall be approved by ODES 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. f. The applicant shall submit a street tree plan and bond quantity sheet for review and approval by DOES prior to engineering plan approval. g. 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. Report and Decision Page 5 of 7 L05S0040 8. 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 (8.) 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. 9. A homeowner's association or other workable organization shall be established to the satisfaction of DOES which provides for the ownership and continued maintenance of the Tract A (recreation space) and shall be coordinated with the homeowner's association of the Plat of Fleuve Des Voiles File No. L04P0002. 10. 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.). a. 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 submittal of engineering plans. b. A performance bond for recreation space improvements shall be posted prior to recording of the plat. 11. A homeowners' association or other workable organization shall be established to the satisfaction of DOES which provides for the ownership and continued maintenance of the recreation, open space and/or sensitive area tract(s). 12. The applicant shall also meet those conditions established under the Plat of Fleuve Des Voiles File No. L04P0002, where the recreation space will be shared with both the plat and short plat. 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. NPDES? Water Quality/DOE? B. Development of the subject property may require registration with the Washington State Department of Licensing, Real Estate Division Parties and Persons of Record CLAUSSEN KIM PPMID CPLN LUSD MS OAK.DE 0100 COGGER TIM & MONICA 609 GRANT A VE SOUTH RENTON WA 98055 DINSMORE LISA SUPERVISOR CPLN LUSD MS OAK DE 0100 FOSTER CURT SR. ENGINEER CPLN LUSD MS OAK DE 0100 GRAVES STACY FGMUDDES Report and Decision Page 6 of 7 L05S0040 MILLER JAMES 19209 121ST PL SE RENTON WA 98058-7545 SANDERS JIM SUPERVISOR ERS LUSD MS OAK DE 0100 SPAETH CHARLES 6839 RAVENNA AVE NE SEATTLE WA 98115 TAYLOR BILL TEC 205 S FRONT ST., POB 1787 ISSAQUAH WA 98027 TIBBITS CHAD PPMII CPLN LUSD MS OAK DE 0100 WEHRMAN MAVRIN 5115 33RD AVE WEST EVERETT WA 98203-1367 WHITING KELLY KC DOT ROAD SERVICES DIV MS KSC TR 0231 WHITTAKER BRUCE SR ENGINEER ERS LUSD MS OAK DE 0100 Appeal Information RIGHT TO APPEAL This action may be appealed in writing to the King County Hearing Examiner, with a fee of $250 (check payable to King County Office of Finance). As required by KCC 20.20.090 and 20.24.090, the appeal period shall be fourteen (14) calendar days and shall commence on the third day after the notice of decision is mailed. Filing an appeal requires actual delivery to the King County Land Use Services Division prior to the close of business (4:30 p.m.) on March 5, 2007. Prior mailing is not sufficient if actual receipt by the Division does not occur within the applicable time period. The Examiner does not have authority to extend the time period unless the Division is not open on the specified closing date, in which event delivery prior to the close of business on the next business day is sufficient to meet the filing requirement. If a timely Notice of Appeal has been filed, the appellant shall file a statement of appeal within a 21-day calendar period commencing three days after the notice of decision is mailed. The statement of appeal shall identify the decision being appealed (including file number) and the alleged errors in that 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 Examiner of jurisdiction to consider the appeal. Appeals must be submitted to the Department of Development and Environmental Services, addressed as follows: LAND USE APPEAL Land Use Services Division Department of Development and Environmental Services BlackRiver Corporate Park 900 Oakesdale Avenue Southwest Renton, WA 98055-1219 Any party may make a request for a pre-hearing conference. For more information regarding appeal proceedings and pre-hearing conferences, please contact the Office of the Examiner for a Citizens' Guide to the Examiner Hearings and/or read KCC 20.20 and 20.24. Report and Decision Page 7 of 7 L05S0040 19 J, 1------- 1 ... LOT LAYOUT PLAN SCALE: 1 "=40' I 1·L 1 4,141 2 on 4,369 I ! L<;:;;,,5S<>:)4o PROPOSED BLA S,T '' -·;,.: N ATTACHMENT I CB 19 I IL_ - 2 4,369 LOT LAYOUT PLAN SCALE: 1"=40' 6' jg I 4.,24 di I I ... TR. ''J" PROPOSED Bl.A --- N ' ... -. ® King County Department of Development and Environmental Services Land Use Services Division 900 Oakesdale Ave SW Renton, WA 98055-1219 AElil:IDA!VIT OF PG'STINl'it L05S0040 -Spaeth Short Subdivision Application DDES Project Number I, Ch= .r / e S Sp q e-/-6, hereby affirm that I have posted the following: , . . . ·. j \puht .iar,1~J X Notice of Permit Application m~:.~~!:® D Other --------------- K.C. o.o.E.S- onthe ;2<;?P. dayof S~te.tnfl<'."'r ,2005,inaccordancewiththe Department of Developmentd Environmental Services' requirements. · I furthc: 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) SE 3) I hereby affirm that the above is a true and correct statement. ~<0£~~~ ,.---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. MAIN FILE COPY King Connty Department of Development and Environmental Services Land Use Services Division 900 Oakesdale Ave SW Renton, WA 98055-1219 Notice Board & Posting Procedures Instruction Package Notice of Application September 16, 2005 L05S0040 In accordance with King County Code Section 20.20.060, enclosed you will find instructions, specifications, and materials in order to meet the notice of application posting requirements of the County. Please read these instructions carefully and take action quickly to order your notice board sign. Your notice board sign can be ordered through a sign painter, using the information supplied on page 2 of the enclosed "Notice Board Requirements." The cost of the sign is the responsibility of the applicant. Further processing of your application is dependent upon fulfilling the notice of application posting requirement. When your sign is in place, attach the colored laminated notice of application along with the plastic envelope ( containing extra copies of the notice of application) to the notice board as depicted on page 1 of the instructions. Maintain a supply of notices within the plastic envelope throughout the comment period. The posting sign/notice board must remain in place throughout the duration of your application. Immediately upon completion of the above instructions. complete the enclosed affidavit of posting and return to the Department of Development and Environmental Services, Land Use Division, Current Planning Section, at the address shown above (envelope enclosed). Failure to comply with posting requirements may be cause for a delay in the processing of your application. If you have any questions, please call the Land Use Services Division at (206) 296-6600. Enclosures: Notice Board Requirements-Application Laminated Notice of Application Waterproof Vinyl Envelope containing copies of the Notice of Application Affidavit of Notice of Application Posting form/LUSD return envelope Notice Board & Posting Procedures Instruction Pkg.-NOA 8/8/01 •AIN ALE COPY ~ King County Department of Development and Environmental Services Land Use Services Division 900 Oakesdale Ave SW Renton, WA 98055-1219 AFFIDAVIT OF POSiTING L05S0040 -Spaeth Short Subdivision Application DOES Project Number !, _____ ~-------' hereby affirm that I have posted the following: (print name) X Notice of Permit Application D Other --------------- on the day of , 2005, in accordance with the Department of Development and Environmental Services' requirements. I further affirm that the notice will remain in place and visible during the full required notice period. Notice was provided at the following location(s): I) 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 County Dept. of Development and Environmental Services Land t: se Services Division 900 Oakesdale A venue Southwest Renton, Washington 98055-1212 Per King County Code Section 20.20.060, a notice board must be prepared and posted for your land use application. Please prepare and 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 8%'' 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 98055-1219 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 Requjrements-NOA 8/8/01 Pg 1 Standards:for Locatillg and Installing.Notice Bij~rd \ ... 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: • Midpoint on the site street frontage or as otherwise directed by LUSD staff to maximize visibility. • At a location 5 feet inside from the street property line; a notice board structurally attached to an existing building shall be exempt from the setback provisions, provided that no notice board is located not more than 5 feet from the property line without approval from LUSD staff. • So that the top of the notice board is between 7 to 9 feet above grade. • So that it is easily accessible and totally visible to pedestrians. The applicant shall erect the notice board by solidly setting the post 12 to 18 inches into the ground; or structurally attached it to an existing building. Two 4" x 4" 8-foot-long (minimum) posts and four washers, bolts and nuts (3/8-inch diameter and bolts are 5-inches long) shall be used to install the notice board. Installation Certification The notice board(s) must 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: Subdivision of a 0.93 acre parcel into 5 lots in the R-6 zone. File No.: L05S0040 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 ' Affidavit of Publication 3246553 / 3 State of Washington, Counties of King and Snohomish, Mary C. Hiatt being duly sworn, says that he/she is the Authorized Agent of Seattle Times Company, publisher of The Seattle Times and representing the Seattle Post-Intelligencer, separate newspapers published daily in King and Snohomish Counties, State of Washington: that they are newspapers of general circulation in said Counties and State; that they have been approved as legal newspapers by orders of the Superior Court of King and Snohomish Counties; that the annexed, being a classified advertisement, was published in: And not in a supplement thereof, and is a true copy of the notice as it was printed and/or distributed in the regular and entire issue of said paper or papers during all of said period, and that said newspaper or newspapers were regularly distributed to its subscribers during all of said period. Subscribed and sworn to before me this 21st day of September, 2005 Notary Public in and for the State of Washington residing at Seattle \ ·~ lh e STATE OF WASHINGTON, COUNTY OF KING } AFFIDAVIT OF PUBLICATION PUBLIC NOTICE Tom Meagher, being first duly sworn on oath that he is the Legal Advertising Representative of the King County Journal a daily newspaper, which newspaper is a legal newspaper of general circulation and is now and has been for more than six months prior to the date of publication hereinafter referred to, published in the English language 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 distributed to its subscribers during the below stated period. The annexed notice, a Public Notice was published on September 22, 2005. The full amount of the fee charged for said foregoing publication is the sum of $189.75. ~ ,,,1111111,,, ,,\ L B 111 ~"~;'{ .: .. ~).'":,. Tom Meagher :: ~,; ~ ',; "OT4J,40 ', -. Legal Advertising Representative, King County Journal : c,, j EXP: E Subscribed and sworn to me this 22nd day of September, 200\ 9, \ 04l2812009 j(?:; § ---=> \~~~~~;:: .,,,,'f WA~~~,,," ''11m11'''' Jody)"... Barton Noutry Public for the State of Washington, Residing in Auburn, Washington PO Number: Cost of publishing this notice includes an affidavit surcharge. KING COUNTY DEPT. OF DEVELOPMENT & ENVIRONMENTAL SERVICES (DDES) 900 Oakesdale Ave SW, Renton, WA 98055-1219 NOTICE OF LAND USE PERMIT APPLICATIONS REQUEST; REVISED SHORT SUBDMSJON File: L0480040 Parkash Short Plat Applicant: Om Parkash Location: Located 20855 132nd Ave SE, Kent REVISED Proposal: Subdivide into a total of 4 lots. Project Manager: Angelica Velasquez. 206-296-7136 COMMENT PROCEDURES: Com- ment period has been extended until October 10, 2005, Written comments and additional information can be obtained by contacting the project manager at the phone number listed above. REQUEST: SHORT SUBDMSJON File: L05S0040 Short Plat Applicant: Charles Spaeth Location: Located at 12212 SE 192nd St Renton Proposal: Subdivision of a 0.93-acre parcel into 5 lots in the R--6 zone. Project Planner: Chad Tibbits, 206- 296-7194 COMMENT PROCEDURES-DDES will issue a decision on this appli- cation following a 21-day comment period ending on October 24, 2005. Written comment.s and additional information can be obtained by con- tacting the project manager at the phone number listed above. Published in the King County Journal September 22. 2005. #849462 • Rogers, Carol From: Rogers, Carol Sent: Monday, September 19, 2005 3:04 PM To: Subject: 'Legals'; 'legals.bellevue@kingcountyjournal.com' Legal ads for publ. on Thursday, 9122 Please confirm receipt. Please publish the accompanying, legal notice in your newspaper on THURSDAY, September 22. 2005, 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 98055-1219 NOTICE OF LAND USE PERMIT APPLICATIONS REQUEST: REVISED SHORT SUBDIVISION File: L04S0040 Parkash Short Plat Applicant: Om Parkash Location: Located 20855 132°' Ave SE, Kent REVISED Proposal: Subdivide into a total of 4 lots. Project Manager: Angelica Velasquez, 206-296-7136 COMMENT PROCEDURES: Comment period has been extended until October 10. 2005. Written comments and additional infonmation can be obtained by contacting the project manager at the phone number listed above. REQUEST: SHORT SUBDIVISION File: Applicant: Location: L05S0040 Short Plat Charles Spaeth Located at 12212 SE 192" St Renton Proposal: Subdivision of a 0.93-acre parcel into 5 lots in the R-6 zone. Project Planner: Chad Tibbits, 206-296-7194 COMMENT PROCEDURES: DDES will issue a decision on this application following a 21-day comment period ending on October 24. 2005. Written comments and additional information can be obtained by contacting the project manager at the phone number listed above. Published this 22°' day of September, 2005. cc: Accounts Payable, Administrative Services Division, DDES Application File(s): L04S0040; Parkash revised notice of application L05S0040; Spaeth notice of application Seattle Times account #078871004 I ·•JAIN f\LE COPY :r.tew I;,sett flll'IMt lools l!,ctlons P,>B.eply ,1!.Reply to Al .Pfoi1'!ard X. a C, You repled oo 09/19/2005 3:09 PM. Click here to find al related messages. From: Tom Meagher [tom.meagher@kin<J,:ountyjoumal.com] Sent: Mon 09/19/2005 3:03 PM To: Raoe,s, Carol Cc: SUb[ect: RE: Legal ads for publ, oo Tlusday, 9/22 Hi, Carol (Part 3Q I have received your email, and will publish the notice (Re/File Ul4S0040 and lD5S0040) in the 9122,05 edition of the King County Journal. Thank You, Caroll Tom Meagher Legal Advertising Representative King County Journal Newspapers Phone: 253-234-3512 or 425-453-4296 Fax: 253-859-9268 or 425-635-0002 ----.Originol Moue.ge----- From: Rogers, Cuol [mailto:Cuo1Rogers@METROKC.00V] Sent: Mond&y, Septembtf 19, 200j 3:04PM Ta: 'T J1JP-111d· '1jlJ~llfll1,1 h111lf1Jv,wi7Jktn.,.r.:nunt.vinun,l'l1 r:nm' V ~"'""'~ tw Sfarf =,, iJ :~: "'7': :~2P-::w::'t(•u "' 7fi PH'HTSHJJ _1iln 1·,:,~~0~[L(•E'.; ':J? C/ ".~ )U9Pf1 Monday, Sep 19, 2005 03:09 PM Legal ads for pub!. on Thursday 9/22 Rogers, Carol From: Legals (legals@seattletimes.com] Sent: Monday, September 19, 2005 3:17 PM To: Rogers, Carol Subject: RE: Legal ads for publ. on Thursday, 9/22 Hi Carol. Your Legal Ad# 3246553 will run Thursday, September 22, 2005 Times Only for$ 92.88. Thanks. Eleanor -----Original Message----- From: Rogers, Carol [mailto:Carol.Rogers@METROKC.GOV] Sent: Monday, September 19, 2005 3:04 PM To: Legals; 'legals.bellevue@kingcountyjournal.com' Subject: Legal ads for publ. on Thursday, 9/22 Please confirm receipt. Please publish the accompanying, legal notice in your newspaper on THURSDAY. September 22, 2005, 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 ai._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 98055-1219 NOTICE OF LAND _U$_1;_.PERMIT APPLICATIONS REQUEST: REVl§_ED SHORT SUBDIVISION File: L04S0040 Parkash Short Plat Applicant: Om Parkash Location: Located 20855 132nd Ave SE, Kent REVISED Proposal: Subdivide into a total of 4 lots. Project Manager: Angelica Velasquez, 206-296-7136 COMMENT PROCEDURES: Comment period has been extended until Page 1 of2 October 1 O, 2005. Written comments and additional information can be obtained by contacting the project manager at the phone number listed above. REQUEST: SHORT SUBDIVISION File: L05S0040 Short Plat Applicant: Charles Spaeth 09/19/2005 Legal ads for pub!. on Thursday. 9/22 Page 2 of2 Location: Located at 12212 SE 192nd St Renton Proposal: Subdivision of a 0.93-acre parcel into 5 lots in the R-6 zone. Project Planner: Chad Tibbits, 206-296-7194 COMMENT PROCEDURES: DOES will issue a decision on this application following a 21-day comment period ending on October 24. 2005. Written comments and additional information can be obtained by contacting the project manager at the phone number listed above. Published this 22nd day of September, 2005. cc: Accounts Payable, Administrative Services Division, ODES Application File(s): L04S0040; Parkash revised notice of application L05S0040; Spaeth notice of application Seattle Times account #078871004 09/19/2005 .. Nltice King County of Application Department of Development and Environmental Services Land Use Services Division 900 Oakesdale Avenue Southwest Renton, Washington 98055-1219 Applicant: Charles Spaeth (Type 2) File No: L05S0040 6839 Ravenna Avenue NE Seattle, WA 98115 206-526-8481 Date Application Filed: August 8, 2005 Date Determined Complete: September 6, 2005 ODES Project Manager: Chad Tibbits Telephone No. 206-296-7194 Email: chad.tibbits@metrokc.gov Project Location: 12212 SE 192"d Street, Renton, WA. Project Description: Short subdivision of a .93-acre parcel into 5 lots in the R-6 zone. The proposal includes an off-site drainage facility, recreation space and lots ranging in size from approximately 4,141 sq. ft. to 4,369 sq. ft .. Permits requested in this application: Short Subdivision Relevant environmental documents are available at the above address: XYes D Not Applicable Development regulations to be used for project mitigation, known at this time: KCC 21A (Zoning), KCC 19A (Subdivision), KCRS (Title 14), KCSWDM (Title 9). 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: NA The Department of Development and Environmental Services (DOES) will issue a decision on this application following a 21-day public comment period which ends on October 24, 2005. 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 DOES 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 (TIY). Department of Development and Environmental Services Land Use Services Division 900 Oakesdale Avenue Southwest Renton, Washington 98055-1219 Date of Mailing: September 29, 2005 ---------------------------------------------------------------------------------------------------- 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. : L05S0040 ( Please print ) Name: _____________________________ _ Address: ----------------------------- Te I e phone 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 .. ·. @. MAIN FILE COP'f VG Type2 NOA ;s l o / 20 L05S0040· 0 0.E..S· l(.C. . )T LAYOUT PLAN .E: 1"=40' ! 26 . ·.·-1,· . . .. •. ,, ... t-., I I /in O> .,.; "'I . I I E ® N-tice King County of Application Department of Development and Environmental Services Land Use Services Division 900 Oakesdale Avenue Southwest Renton, Washington 98055-1219 Applicant: Charles Spaeth (Type 2) File No: L05S0040 6839 Ravenna Avenue NE Seattle, WA 98115 206-526-8481 Date Application Filed: August 8, 2005 DOES Project Manager: Chad Tibbits Telephone No. 206-296-7194 Email: chad.tibbits@metrokc.gov Date Determined Complete: September 6, 2005 Project Location: 12212 SE 192"d Street, Renton, WA. Project Description: Short subdivision of a .93-acre parcel into 5 lots in the R-6 zone. The proposal includes an off-site drainage facility, recreation space and lots ranging in size from approximately 4,141 sq. ft. to 4,369 sq. ft .. Permits requested in this application: Short Subdivision Relevant environmental documents are available at the above address: XYes D Not Applicable Development regulations to be used for project mitigation, known at this time: KCC 21A (Zoning), KCC 19A (Subdivision), KCRS (Title 14), KCSWDM (Title 9). 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: NA 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 October 24, 2005. 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 DOES 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 98055-1219 Date of Mailing: September 29, 2005 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. : L05S0040 ( 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 I I I P )POSED COGGER __ JORT PLAT I() / / _____ __,.,. 20 I I I r" I / / / '" \ i\ \ I\\\\ ...,..., \ \\\\../ \ '0 \ \ \\ \ \ '0 \ \ ~\ )j L05S0040 12212 )T LAYOUT PLAN ..E: 1"=40' / ~ , / I -, 7 I .) , 27 . FR. "G" ·. 4,297 ' \ ', •".': '' I I I .... I I . I '/ / ' I I J... / '.)( .;,, 7 "~ I ..... ..... "' -,... / ~-----""-"'-"-~-. ....... +"--s ~ E. 192ND ST .,.,., ')ii. E CLAUSSEN, KIM PROGRAM MANAGER Ill DDES/LUSD COGGER TIM & MONICA 609 GRANT A VE SOUTH RENTON WA 98055 FOSTER, CURT SR. ENGINEER DDES/LlJSD SPAETH CHARLES 6839 RAVENNA A VE NE SEATTLE WA 981 I5 TAYLOR BILL fEC 205 S FRONT ST, POB 1787 ISSAQUAH WA 98027 TIBBITS, CHAD PROJECT MANAGER lI DDES/LUSD L05S0040 L05S0040 L05S0040 L05S0040 L05S0040 L05S0040 • 2817800030/L05S0040 BELL ROBERT L JR+BETTY J MCNAIR-BELL 19213 121ST PL SE RENTON WA 98058 2817800130/L0550040 BRJSTER JAMES G+NANCY A 19242 121ST PL SE RENTON WA 98058 2817800180/L0550040 CALDERON ELEONZO+ESCAMILLA 19202 121ST PL SE RENTON WA 98058 7932000025/L0550040 ESTATE OF ALLICE HANSON 12013 SE 192ND ST RENTON WA 98058 6199000205/L05S0040 HALLADIN STEPHEN K+MARGIE B 19118 121ST PL SE RENTON WA 98058 2817800160/L05S0040 KAPADIA BHARAT A+HARSHA B 19218 121ST PL SE RENTON WA 98058 2817800020/L0550040 MILLER JAMES M 19209 121ST PL SE RENTON WA 98055 2817800010/L05S0040 PETERSON JAMES A+CHRJSTINE 19203 121ST PL SE KENT WA 98031 6199000143/L05S0040 RJTTER LAMONT D 19036 120TH AV SE RENTON WA 98058 7932000041/L05S0040 SELLAND ANN M 615 S 96TH ST SEATTLE WA 98108 2817800150/L0550040 BERRY JACOB+JENNIFER L 19226 121ST PL SE RENTON WA 98058 6199000200/L05S0040 BUSH BENEDICT & GERALDINE A 19124 121ST PL SE RENTON WA 98058 6199000241/L05S0040 COGGER TIM 609 GRANT AV 5 RENTON WA 98055 SD9/L0550040 G. ANDERSON, PLANT & FACILITIES KENT SCHOOL DISTRJCT #415 12033 SE 256TH ST KENT WA 98031 2817800170/L0550040 HODGE HAROLD D & HAZEL M 19210 121ST PL SE RENTON WA 98058 3323059057/L05S0040 KING COUNTY 500 KC ADMIN BLDG 500 4TH AV SEATTLE WA 98104 2817800050/L05S0040 MOON KATHY 19225 121ST AV SE RENTON WA 98058 SD13/L05S0040 R. STRACKE, FACILITIES & PLANNING RENTON SCHOOL DISTRJCT #403 1220 N 4TH ST RENTON WA 98055 6199000220/L05S0040 RJTZJANIE L 26422 22ND CT SE MAPLE VALLEY WA 98038 7932000035/L05S0040 SELLAND RJCHARD O+ANN M 615 S 96TH ST SEATTLE WA 98108 6199000186/L0550040 BREVIK DENNIS A & DEBORAH 19103 121ST PL SE RENTON WA 98058 6199000183/L0550040 BUSH BENEDICT & GERALDINE A 19124 121ST PL SE RENTON WA 98058 2817800040/L05S0040 COUCH DAVID L & LISA U 19217 121ST PL SE RENTON WA 98058 6199000142/L0550040 HALKO LOUIS M 19028 120TH SE RENTON WA 98055 6199000262/L05S0040 HUFFMAN GREG 14744 175TH AV SE RENTON WA 98059 2817800060/L05S0040 LEWIS ROBERT G+CAROL A 19235 121ST PL SE RENTON WA 98058 2817800140/L05S0040 NOSARZEWSKI WOJCTECH+ANNA 19234 121ST PL SE RENTON WA 98058 6199000260/LOSS0040 RA VEN NA DEVELOPMENT C/0 CHARLES SPAETH 6839 RAVNNA AV NE SEATTLE WA 98115 6199000185/L05S0040 SCHOLES STEPHEN R 19113 121ST PL SE RENTON WA 98055 6199000182/L05S0040 SITTLESTEVE 12054 SE 192ND ST RENTON WA 98055 • 6199000180/L05S0040 SOUS ISREAL O + TARA L 19133 121ST PL SE RENTON WA 98058 6199000240/L05S0040 THOMPSON JAMES LEEROY+JUDIT 12218 SE 192ND RENTON WA 98058 6199000160/L05SOD40 VANENGELENBURG BILL+ TINA 25302 139TH PL SE KENT WA 98042 6199000184/L05S0040 WARREN SEAN S 19125 121ST PL SE RENTON WA 98058 6199000080/L05S0040 WHEELER TIM R+BRANDIE J 12637 NE 68TH PL KIRKLAND WA 98033 6199000127/L05S0040 YEE PHILJP M & FANNY Y 11431 238TH ST SW WOODWAY WA 98020 7932000042/L05S0040 STEVENS MARK B+LAUREEN A 19225 124TH AV SE RENTON WA 98058 7932000036/L05S0040 TOLLETT WILLJAM D 12207 SE 192ND RENTON WA 98055 6199000059/L05S0040 VOLCKE ERHARD H 12053 SE 188TH ST RENTON WA 98058 6199000101/LOSS0040 WEHRMAN MARVIN 5115 33RD AV W EVERETT WA 98203 7932000043/L05SOD40 WILSON MARK A 19205 124TH AV SE RENTON WA 98058 0422059024/L05S0040 SWENSON REUBEN G 19226 124TH AV SE RENTON WA 98058 6199000210/LOSS0040 TROFIMENKO ANATOLJY+RIMMA 19107 121ST PL SE RENTON WA 98058 6199000215/L05S0040 WALTERS GARY A & TINA M 12204 SE 192ND ST RENTON WA 98058 3323059010/LOSSOD40 WEHRMAN MARVIN 5115 33RD AV W EVERETT WA 98203 6199000126/L05SOD40 YEE PHILJP M & FANNY Y 11431 238TH AV SW WOODWAY WA 98020 ® King County Department of Development and Environmental Services OAK-OE-0100 900 Oakesdale Avenue Southwest Renton, WA 98055 . ( King County Department of Development and Environmental Services 900 Oakesdale Avenue Southwest Renton, Washington 98055-1219 ~ (/\'~:U, ~', -'. ·.~.,· -' - ! / -/ ~'·' CPLN/CI{ ·~E.G:S:S-t :2 }. ·3 j t' l. ':. 'j IHI. t. j Ii I , l I i'. t '1 i I~ i t f I l, l j j 'j t 1 i. j I I i. j I I I • j I iJ ·. "····· .... , .. %_. __)'.";)I\\ If-Ji~-""' 'J :~ Department of Development and Environmental Services Land Use Services Division Nl>tice of Decision 900 Oakesdale Avenue Southwest Renton, Washington 98057-5212 File No.: L05S0040 Applicant: Charles Spaeth File Name: Cogger Short Plat 6839 Ravenna Avenue NE Seattle, WA 98115 (206) 526-8481 Agent: Taylor Engineering Consultants 205 Front Street S. Issaquah, WA 98027 (425) 391-1415 DDES Project Manager: Chad Tibbits, 206-296-7194 Email: chad.tibbits@metrokc.gov (Type 2) Project Location: Located on the north side of SE 192nd Street, west of 1241h Avenue NE. Project Description: Subdivision of 1.25 acres into eight residential lots in the R-6 Zone. Permits Requested: Short Subdivision Department Decision: Approved with conditions SEPA Threshold Determination: N/A Appeal Procedure: Except for shoreline permits which are appealable to the State Shorelines Hearings Board, this decision may be appealed in writing to the King County Hearing Examiner. A notice of appeal must be filed with the Land Use Services Division at the address listed below prior to 4:30 p.m. on March 5, 2007 days, and be accompanied with a filing fee of $250.00 payable to the King County Office of Finance. If a timely Notice of Appeal has been filed, the appellant shall also file a Statement of Appeal with the Land Use Services Division at the address listed below prior to 4:30 p.m. on March 12, 2007. The Statement of Appeal shall identify the decision being appealed (including the file number) and the alleged errors in that decision. Further, 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. Appeals must be submitted to the Department of Development and Environmental Services (DDES) at the following address: DDES--Land Use Services Division Attn: Permit Center 900 Oakesdale Avenue Southwest Renton, Washington 98057-5212 Date Mailed: February 16, 2007 If you have any questions regarding the appeal procedures, please contact the project manager at the phone number listed above. If you require this material in Braille, audio cassette, or large print, call 206-296-6600 (voice) or 206-296-7217 (TTY). King County has made a decision on an application for a development proposal on pr.operty 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 req,uested to receive notice of the decision. MAIN FILE COPY CLAUSSEN. KIM PROGRAM MANAGER III DDES/LUSO COGGER TIM & MONICA 609 GRANT AVE SOUTH RENTON WA 98055 rGMU / DOES FOSTER, CURT SR. ENGINEER DDESILUSD MILLER JAMES 19209 121ST PL SE RENTON WA 98058-7545 PO!NTERE LESLIE G+MICHAEL J 12212 SE 192ND ST RENTON WA 98058 SPAETH CHARLES 6839 RA VENN A AVE NE SEATTLE WA 98115 SPAETH, CHARLES 6839 RAVENNA AVE NE SEATTLE, WA 98115 !"AYLOR BILL fEC 205 S FRONT ST., POB 1787 ISSAQUAH WA 98027 L05S0040 L05S0040 L05S0040 L05S0040 L05S0040 L05SD040 L05SD040 L05S0040 L05S0040 TIBBITS, CHAD PROJECT MANAGER II DDES/LUSD WEHRMAN MA VRIN 5115 33RD AVE WEST EVERETT WA 98203-1367 WHITING, KELLY KC DOT ROAD SERVICES DIVISION MS; KSC -TR -0231 WHITTAKER, BRUCE SR. ENGINEER DOES/ LUSD L05S0040 L05S0040 L05SD040 L05S004D 28 I 7800030/L05S0040 6199000186/L05S0040 BELL ROBERT L JR+BETTY J 2817800 l 30/L05S0040 MCNAIR-BELL BREVIK DENNIS A & DEBORAH BRISTER JAMES G+NANCY A 19213 121ST PL SE 19103 121ST PL SE 19242 12IST PL SE RENTON WA 98058 RENTON WA 98058 RENTON WA 98058 6199000183/L05S0040 2817800180/L05S0040 2817800040/L05S0040 BUSH BENEDICT & GERALDINE A CALDERON ELEONZO+ESCAMILLA COUCH DA VlD L & LISA U 19124 121ST PL SE 19202 121STPL SE 19217 121ST PL SE RENTON WA 98058 RENTON WA 98058 RENTON WA 98058 2817800150/L05S0040 SD9/L05S0040 7932000025/L05S0040 DENDULURI SRINIV AS+MADHA VI G. ANDERSON, PLANT & FACILITIES GOODWIN GROUP LLC 19226 121ST PL SE KENT SCHOOL DISTRICT #415 11290 SE 294TH ST RENTON WA 98058 12033 SE 256TH ST AUBURN WA 98092 KENT WA 98031 6199000142/L05S0040 6199000205/L05S0040 28 l 7800170/L05S0040 HALKO LOUIS M HALLADIN STEPHEN K+MARGIE B HODGE HAROLD D & HAZEL M 19028 120TH SE 19118 121ST PL SE 19210 121ST PL SE RENTON WA 98055 RENTON WA 98058 RENTON WA 98058 6199000262/L05S0040 2817800160/L05S0040 3323059057/L05S0040 HUFFMAN GREG KAPADIA BHARAT A +HARSHA B KING COUNTY 14744 175TH A VE SE 19218 121ST PL SE 500 KC ADMIN BLDG RENTON WA 98059 RENTON WA 98058 500 4TH AVE SEATTLE WA 98104 6199000126/L05S0040 28l7800060/L05S0040 28 l 7800020/L05S0040 KUEHNLENZ HEIDI L+FORD ANTH LEWIS ROBERT G+CAROL A MILLER JAMES M 413S47THST 19235 121ST PL SE 19209 121ST PL SE RENTON WA 98055 RENTON WA 98058 RENTON WA 98055 2817800050/L05S0040 2817800140/L05S0040 28178000 I0/L05S0040 MOON KATHY NOSARZEWSKI ANNA PETERSON JAMES A+CHRISTINE 19225 121ST AVE SE 19234 121ST PL 19203 121ST PL SE RENTON WA 98058 RENTON WA 98058 KENT WA 98031 SD I 3/L05S0040 6199000220/L05S0040 R. STRACKE, FACILITIES & RITZ TRUST 6199000 I 85/L05S0040 PLANNING TINA WALTERS, TRUSTEE SCHOLES STEPHEN R RENTON SCHOOL DISTRICT #403 26422 227TH CT SE 19113 121ST PL SE 1220 N 4TH ST MAPLE VALLEY WA 98038 RENTON WA 98055 RENTON WA 98055 7932000035/L05S0040 6199000182/L05S0040 6199000180/L05S0040 SELLAND ANN M SETTLE STEVE SOLIS lSREAL O + TARA L 615 S 96TH ST 12054 SE 192ND ST 19133 121ST PL SE SEATTLE WA 98108 RENTON WA 98055 RENTON WA 98058 6199000240/L05S0040 6199000260/L05S0040 619900024 I /L05S0040 SOOS CREEK REAL ESTATE LLC SOOS CREEK REAL ESTATE LLC SPAETH CHARLES W 6839 RAVENNA A VE NE #20 I 5839 RAVENNA AVE NE #201 6839 RA VENN A A VE NE SEATTLE WA 98115 SEATTLE WA 98115 SEATTLE WA 98115 7932000042/L05S0040 0422059024/L05S0040 7932000036/L05 S0040 STEVENS MARK B+LAUREEN A SWENSON JEANETTE TOLLETT WILLIAM D 19225 124TH A VE SE 19226 124TH AVE SE 12207 SE 192ND RENTON WA 98058 RENTON WA 98058 RENTON WA 98055 6199000210/L05S0040 6199000160/L05S0040 6 l 99000059/L05S0040 TROFlMENKO ANATOL!Y+RIMMA VANENGELENBURG BILL+TINA VOLCKE ERHARD H 19107 121ST PL SE 25302 139TH PL SE 12053 SE 188TH ST RENTON WA 98058 KENT WA 98042 RENTON WA 98058 6199000143/L05S0040 61990002 l 5/L05S0040 6199000184/L05S0040 VUONG HOA V+TRAN TUYEN K WALTERS GARY A & TINA M WARREN SEAN S 19036 120TH A VE SE 12204 SE 192ND ST 19125 121ST PL SE RENTON WA 98058 RENTON WA 98058 RENTON WA 98058 3323059010/L05S0040 6199000080/L05S0040 7932000043/L05S0040 WEHRMAN MARVIN WHEELER TIM R+BRANDIE J WILSON MARK A 511533RDAVEW 12131 SE 188TH ST 19205 124TH AVE SE EVERETT WA 98203 RENTON WA 98058 RENTON WA 98058 ...----· ·-~-=-=-----===========--------======-------- 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. : L05S0040 ( Please print ) --. . Name A,1··A f <.., [Y\ I LL e:c Adaress: \ "·1-;;,c c; :-,. C, <.: .,.- _) Teiephone No.: ,~1'::J:/J 8 ::-, .~-~ I'-/-'(/_ C 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 proposill---.-_ ----·-,-v ' • 1:':ip;it-.·-.-,.,, Type2 NOA ~I -, \(\;&}f'·, ... /...... ;~,-~ ..... ,--.. ------------·-·-_.,.-:--_-::::--.:'."-=------=-~~ -=---= --= = = a --= -------------·- · -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. : LOSS0040 ( Please print) Name: __________ _ Joress: ___________ _ Marvin Wehrman 5115-33rd Ave West Everett, WA 98203-1367 Teiephone No. q-z. S ·· If l '· l(+··rz King County has received an application to develop property at the address listed above. You are r!ie~!fft!!ljfils notice because our records indicate that you own property within approximately 500 feet of the pro1>'1'$(1Ql<,i? .... ' . _____ .. - ~ NOA ® King County Department of Development and Environmental Services OAK-OE-0100 900 Oakesdale Avenue Southwest Renton, WA 98057 .r:;: Z-.17-07· SEA ~JH 9&~ 6 ! 99000260/L05S0040 SOOS CREEK REAL ESTATE LLC 5839 RA VENN A A VE NE #20 I SEATTLE WA 98115 N :tX :i: E Ir® ?-. .,.. l) b ' 1 0 ·, -· 0 ~ i"TI ? (J"J :::', @) 980 1 O:L RETURN TO SENDER NO SUCH NUMBER UNABLE TO FORWARD 0.2/ ~6./ 07 SC: 98057.S-:;;:J.9'99 *0--526--05.~99· :17-OS ,e. ~ ~ ,:;.~,,,11-~-ir.ls:S:.ts 11, I,, I,, I , 11, , , , I, I, I,,, I, I, I,, , I, I, , , 111, I , , I, I , , I, I,,, 11,, I ® King county Department of Development and Environmental Services OAK-DE-0100 900 Oakesdale Avenue Southwest Renton, WA 98057 ~fg@[gOW[g[_g) FEB '2 7 2007 K.C. D.D.E.S. 6199000262/LOS S0040 HUFFMAN GREG 14744 175TH AVE SE RENTON WA 98059 ; "J:Tt-1·.,,,,,, .. < ~""Q~ .. --••• •••••• f ll I -~z:_r:, N :tX:tE seo i 0-1. 0"".:0/2S_/C7 RE-rURN TO SENDER ATTEMPTED -NOT KNOWN UNAEIL.E TO FORWARD ElC: 980.S"i"'S:2:L.'999 *~sos-00209. 21--~e 11,1,, I 111,11,,,,1,1, l.,,l.l,l, .. I, I,,, Ill, I .. I, 1 .. 1, I,., 11,, I ,, . •f' cf \ I<> ~~ Ll ~ G f ¥ -~ 4-~t r ~·· \ : ' / \ ® King County Department of Development and Environmental Services OAK-DE-0100 900 Oakesdale Avenue Southwest Renton, WA 98057 i.:r Z-1 7-07 28178000 I O/L05S0040 PETERSON J/\MES A+Cl!RIST!NE 19203 121ST PL SE KENT WA 98031 NJ:XJ:c: .,,.;:~ ;v<t;~"-1 SE"A " ~~ ·A ·,,,, ' (',<, . / ,? <.T ~ , ,.-:-> -t ~C,\ /\ C?<> "Cb> ) ·<> / 0" -~<f 900 1. O:l 02/.2:2./07 RETURN TO SENDER NO SUCH NUMBER UNABLE TO F'OR\.JARO ~c: siiao.575?..1999 "*02·25-0~090--;1. 9--3~~ "! I!. Q ~ \ '\> "! "! "! "! -'S ~~ ~~=i!:·i':il.1 9 11 , I II J,, I , 11,, " I , I , I ,, I I , I , I ,, I I, I ,, I 111, I II I , I , , I , I 11 ' 11 ' ' I ® Department of Development and Environmental Services Land Use Services Division Notice of Decision 900 Oakesdale Avenue Southwest Renton. Washington 98057-5212 File No.: L05S0040 Applicant: Charles Spaeth File Name: Cogger Short Plat 6839 Ravenna Avenue NE Seattle, WA 98115 (206) 526-8481 Agent: Taylor Engineering Consultants 205 Front Street S. Issaquah, WA 98027 (425) 391-1415 DDES Project Manager: Chad Tibbits, 206-296-7194 Email: chad.tibbits@metrokc.gov (Type 2) Project Location: Located on the north side of SE 192"d Street, west of 124'" Avenue NE. Project Description: Subdivision of 1.25 acres into eight residential lots in the R-6 Zone. Permits Requested: Short Subdivision Department Decision: Approved with conditions SEPA Threshold Determination: NIA Appeal Procedure: Except for shoreline permits which are appealable to the State Shorelines Hearings Board, this decision may be appealed in writing to the King County Hearing Examiner. A notice of appeal must be filed with the Land Use Services Division at the address listed below prior to 4:30 p.m. on March 5, 2007 days, and be accompanied with a filing fee of $250.00 payable to the King County Office of Finance. If a timely Notice of Appeal has been filed, the appellant shall also file a Statement of Appeal with the Land Use Services Division at the address listed below prior to 4:30 p.m. on March 12, 2007. The Statement of Appeal shall identify the decision being appealed (including the file number) and the alleged errors in that decision. Further, 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. Appeals must be submitted to the Department of Development and Environmental Services (DDES) at the following address: DDES--Land Use Services Division Attn: Permit Center 900 Oakesdale Avenue Southwest Renton, Washington 98057-5212 Date Mailed: February 16, 2007 If you have any questions regarding the appeal procedures, please contact the project manager at the phone number listed above. If you require this material in Braille, audio cassette, or large print, call 206-296-6600 (voice) or 206-296-7217 (TTY). King County 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. ® Department of Development and Environmental Services Land Use Services Division Notice of Decision 900 Oakesdale Avenue Southwest Renton, Washington 98057-5212 File No.: L05S0040 Applicant: Charles Spaeth File Name: Cogger Short Plat 6839 Ravenna Avenue NE Seattle, WA 98115 (206) 526-8481 Agent Taylor Engineering Consultants 205 Front Street 5. Issaquah, WA 98027 (425) 391-1415 DOES Project Manager: Chad Tibbits, 206-296-7194 Email: chad.tibbits@metrokc.gov (Type 2) Project Location: Located on the north side of SE 192"a Street, west of 1241h Avenue NE. Project Description: Subdivision of 1.25 acres into eight residential lots in the R-6 Zone. Permits Requested: Short Subdivision Department Decision: Approved with conditions SEPA Threshold Determination: N/A Appeal Procedure: Except for shoreline permits which are appealable to the State Shorelines Hearings Board, this decision may be appealed in writing to the King County Hearing Examiner. A notice of appeal must be filed with the Land Use Services Division at the address listed below prior to 4:30 p.m. on March 5, 2007 days, and be accompanied with a filing fee of $250.00 payable to the King County Office of Finance. If a timely Notice of Appeal has been filed, the appellant shall also file a Statement of Appeal with the Land Use Services Division at the address listed below prior to 4:30 p.m. on March 12, 2007. The Statement of Appeal shall identify the decision being appealed (including the file number) and the alleged errors in that decision. Further, 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. Appeals must be submitted to the Department of Development and Environmental Services (DOES) at the following address: DDES--Land Use Services Division Attn: Permit Center 900 Oakesdale Avenue Southwest Renton, Washington 98057-5212 Date Mailed: February 16. 2007 If you have any questions regarding the appeal procedures, please contact the project manager at the phone number listed above. If you require this material in Braille, audio cassette, or large print, call 206-296-6600 (voice) or 206-296-7217 (TTY). King County 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. ® Department of Development and Environmental Services Land Use Services Division Notice of Decision 900 Oakesdale Avenue Southwest Renton, Washington 98057-5212 File No.: L05S0040 Applicant: Charles Spaeth File Name: Cogger Short Plat 6839 Ravenna Avenue NE Seattle, WA 98115 (206) 526-8481 Agent: Taylor Engineering Consultants 205 Front Street 5. Issaquah, WA 98027 (425) 391-1415 DDES Project Manager: Chad Tibbits, 206-296-7194 Email: chad.tibbits@metrokc.gov (Type 2) Project Location: Located on the north side of SE 192"d Street, west of 1241 " Avenue NE. Project Description: Subdivision of 1.25 acres into eight residential lots in the R-6 Zone. Permits Requested: Short Subdivision Department Decision: Approved with conditions SEPA Threshold Determination: NIA Appeal Procedure: Except for shoreline permits which are appealable to the State Shorelines Hearings Board, this decision may be appealed in writing to the King County Hearing Examiner. A notice of appeal must be filed with the Land Use Services Division at the address listed below prior to 4:30 p.m. on March 5, 2007 days, and be accompanied with a filing fee of $250.00 payable to the King County Office of Finance. If a timely Notice of Appeal has been filed, the appellant shall also file a Statement of Appeal with the Land Use Services Division at the address listed below prior to 4:30 p.m. on March 12, 2007. The Statement of Appeal shall identify the decision being appealed (including the file number) and the alleged errors in that decision. Further, 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. Appeals must be submitted to the Department of Development and Environmental Services (ODES) at the following address: DDES--Land Use Services Division Attn: Permit Center 900 Oakesdale Avenue Southwest Renton, Washington 98057-5212 Date Mailed: February 16, 2007 If you have any questions regarding the appeal procedures, please contact the project manager at the phone number listed above. If you require this material in Braille, audio cassette, or large print, call 206-296-6600 (voice) or 206-296-7217 (TIY). King County 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. •. ® King County Department of Development and Environmental Services Land Use Servlcet Division · 900 Oakesdele Avenue Southwest Renton, Washington 98055-1219 206-296-6600 TTY 206-296~7217 Application Number(s): Application ,_: Land Use Permits box Alternative formats available upon request I ' .~~1 -u L'c: ·'5 L :cJ U -_\ l· -f ll LD':,':>0040 Jl AUG O 8 2005 - K.C. D.D.E.S. . • Date Received: /Stam~' 66 NOT WRITE ABOVE THis blV1bER I f:Ne) request the following permit(s) orapproval(s): 0 0 0 0 0 i 0 0 0 0 0 0 0 0 Building Permit 0 Clearing & Grading Permtt 0 Temporary Use Permit 0 Binding Site Plan 0 Site Development Permit 0 Boundary Line Adjustment 0 Short Subdivision 0 Formal Subdivision 0 Urban Planned Development 0 Plat Alteration 0 Plat Vacation 0 Road Variance 0 Drainage Variance or Adjustment 0 Right-Of-Way Use Permit 0 Shoreline Exemption 0 Critical Areas Alteration Exception D Linear D Non-linear Shoreline Substantial Development Permit Shoreline Conditional Use Permit Shoreline Variance Shoreline Redesignation Zoning Variance Conditional Use Permit Reuse of Public Schools Special Use Permit Zone Reclassification Site Specific Comprehensive Plan Amendment P-Suflix Amendment Special District Overlay Removal Reasonable Use Exception Public Agency & Utility Exception Period Review for Mining Sites I, ljl?'J ~ e; , being duty sworn, state that I am the owner or 'mime) officer of the corporatio 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 (DOES) 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 knowiedge and belief. During the review of this application, it may be necessary for ODES staff to make one or more site visits. By signing this application form, you are giving permission for these visits. If it is rental property, the 072:bz:ii:;:antsofpossible sitevisi~ ~ J 609 Q/o~;0 Av1~.s. . ~ maiJlng address corporation or company name &,,,1',i..., WA 9'eQSS fl.s:-2-:z.'--77?~ city state zip telephone If applicable, state below, the name, address and telephone number of the authorized applicant for this application as shown on the Certification and Transfer of Applcalion Status form filed with this application. Chor/,.s W. S'pc:a--er-~- Name "B'3'7 mailing @'-sz" -8'18' I Telephone Set::>~ . u/,'f 911 /~ city r state zip For Formal Subdivisions only: Name of Subdivision Registered Land Sutveyor Name Address and Zip Telephone Number Engineer Name Address and Zip Developer Name Address and Zip 1 Telephone Number ~. • , B-V\ .... ' "-"'~ \ vii' 'J \ 1'(.f) I ( La11d~t1FVeys~s Cf)rtlfication __ _ . C111d~u1 weyer Seal ____ _ This short plat is based on a topographical site survey prepared by Cramer Northwest, tnC.:-a copy of which, signed by Owen Hille, a licensed civil engineer, accompanies this application. The short plat plan itself was prepared by Bill Taylor of Taylor Engineerin tants. a licensed engineer, whose seal and signature appears below. I hereby certify that the accompanying plat has been Inspected by me and the platting resolution and n s i conforms to all rules a~d r ation of King County, w71~gto Signed: CJ /,y Date: _-_-_fi~)l....,....l,,__-0-<_ -------- The mes for the application will be paid: deposit at submittal and remainder to be paid upon receipt offee estimate deposit at submittal and remainder through a monthly installment plan (maximum of 9 months) Note; Application forms and submittal requirements are subject to revision without notice. Check out the ODES Web site at www.metmk,; gqvlddes Paga2of2 ® King County Department of Development and Envfronmental S81Vlus Land UaeSemces Dtvlalon 900 Oakesdale Avenue Sou1hwe.£1t Renton, Washington 98055-1219 206-2:96-6600 nv 208-2~7211 File No. Oate: ----Technician: l<rotl: Zon"9: Min. LCJl~a Restrictiol'ls: ----- Mil. Lot'lv\dth ------------ Conwnuntty Plaining Area: --------- Cornpr9Nlnaive Plan Deslguallo11: ------- Senslln Areas Map No.: D Lan<l&li<le D D Wet1arn1 D 0 Selsmlc 0 Floodpla~ 0 Erosk>n 0 Steep Slope Fish Bearing Coal Mine Streams, Class: ------------ Known Unmapped SensltiVe Areas: ------- CritiGaIOrainaQ• aa.in: ---------- S\MJI Variance ~eq1.1estad? CU'------------- Accesa: Proof of Access Required? Yes D No D Row Use Permit Required? -Road Variance Requested? --------- CIP Project? ------------- Critl<al Aroa vartance-? Certlfteate of Water Availability Required? Certificatl!I of Sewer AYallability Required? SEPA Required? ------(SA, 2ndG,P.B.) Proof of Legal Lot Roqulred? --------- Sh0rt Plat Appllcatkm-FORMLaJ lc-spp,-shplat.pdf 02/04/05 Short Plat . plication FEES For alternate formats, call 206-296--6600. llcant 7 ------ state HlghWay? Yes D No 0 Cities wilhin 3 miles? CttyUII-? ------------ Cnllca!Corridor? Yfl D No D Ba\d Eagle Nftt Buffer? Yu D No D Bald Eagte Habitat Area? v .. 0 No 0 Forest Dist. AG Dist. RELATED FILES, 7 ~ ~ © ~ ~ \§ ~ [ID AUG O 8 2005 ({)'l_ K.C. D.D.E.S. '\ Page 1 af2 Proposed Short Plat Map File No: ---------Date:------ Revision Date: ------ 0 North Scale: 1" = • --- Check out the ODES Web site at www.metmkc.gov/ddes ShOrt Plat Awllc:ation-FORMlgi lc,.app-shpiet.pdf 0210W5 Pqe2cl"'2 ', Charles Spaeth 6839 Ravenna Ave. NE, Seattle, WA 98115 206-526-8481 / (fax) 206-526-5939 August 5, 2005 Chad Tibbits Department of Development and Environmental Services 900 Oakesdale Ave. SW Renton, WA 98055-1219 Re: Submission of Cogger Short Plat Application Dear Mr. Tibbits, On May 31, 2005 my engineer, Bill Taylor of Taylor Engineering Consultants (TEC) met with you in a pre-application meeting regarding what is called the "Cogger" short plat. At that meeting I informed you that the Cogger short plat is being closely coordinated with the Fleuve des Voiles subdivision (File #L04P0002) application being handled by Kimberly Claussen. Fleuve des Voiles adjoins Cogger on the east and north. Enclosed, you will find a June 23, 2005 cover letter from me to Ms. Claussen. Under the heading "Revised Site Plan: Coordination ofFleuve des Voiles, Wehrman Plat, and Cogger Short Plat" (pages 5-6) the coordination of these two projects is fully explained. Also, on page six of the same letter, please read: "Coordinated Plan-"Development Agreement." Attached to my letter to Ms. Claussen you will find a letter from my attorney at Karr-Tuttle-Campbell together with a "Development Agreement," both dated June 15, 2005. The Karr-Tuttle-Campbell letter states that I have the legal authority to coordinate these projects as I am the Cogger applicant and I control the Fleuve des Voiles application through Ravenna Development LLC and Soos Creek Real Estate LLC, both of which I control. After reviewing these documents, if anything is unclear to you, please contact me at the email address or phone number above. Herewith submitted are the following application documents: Ravenna Development/Charles Spaeth June 23, 2005 Jetter to Kimberly Claussen, together with June 15, 2005 Karr-Tuttle Campbell letter and "Development Agreement." One copy. Application for Land Use Permits: One original plus five copies. Second page signed by Bill Taylor ofTEC who prepared the plat. TEC's work is based on survey and topographical information prepared by Cramer Northwest, a licensed surveyor. (See "Map Page" section below.) Page I of2 , , I Certificate & Transfer of Applicant Status: Three copies. Short Plat Application: One original plus five copies. Date of Segregation: Three copies of documents showing the site was originally subdivided in 1950 (See Northwestern Garden Tracts Div. No. 5 document); and then Lot 12 was further subdivided on June 28, 1955 and recorded Sept. 3, 1958. Subdivision Density and Dimension Calculations: Three copies. Title Report: Three copies of Chicago Title Insurance title report, updated as of July 15, 2005 (See third page of stapled report for date.) Map Page: Fifteen copies (plus one plat map reduced to 8.5'' x 14") prepared by TEC. Each copy contains five pages. Fifth page is survey and topographical information prepared and signed by Cramer Northwest Inc. a licensed surveyor, upon which TEC maps are based. Water Availability Certificate: One original plus three copies as issued by Soos Creek Water and Sewer District, signed by Alice R. Marshall, June 17, 2005. Sewer Availability Certificate: One original plus three copies as issued by Soos Creek Water and Sewer District, signed by Alice R. Marshall, June 17, 2005. Level One Drainage Analysis: Five copies, Technical Information Report, prepared by TEC. Environmental Checklist: Fifteen copies. Fire District Receipt: Three copies issued by Fire District #40, signed by S.J. Haydock on August 3, 2005. Current Assessor's Maps: Two sets ( enlarged), outlined as instructed, with yellow and red ink. Affidavit Concerning Critical Areas Compliance: One original plus three copies. The owner's signature (Tim Cogger) on the affidavit was notarized. Certificate of Transportation Concurrency: Three copies. (Though concurrency not required for a short plat, this certificate was given to me by Chad Tibbits at our 5/31/05 pre-application meeting.) I look forward to working with you on this application. Please let me know if you have any questions. . (Th~ Charles Spa¥ . ~ Page2 of2 Ravenna Development LLC Charles Spaeth, Manager 6839 Ravenna Ave. NE, Seattle, WA 98115 206-526-8481 I (fax) 206-526-5939 cshaffercorp@att.net June 23, 2005 Kimberly Claussen Department of Development and Environmental Services 900 Oakesdale Ave. SW Renton, WA 98055-1219 Re: Preliminary Plat -Fleuve des Voiles DOES File No. L04P0002 Dear Ms. Claussen, This cover letter is in response to your Plat Screening Transmittal memorandum (in Italics) for the Preliminary Plat Application of Soos Creek, LUSD File No. L04P0002, Date oflnformation Request-December 13, 2004. Our responses are in bold font. The changes incorporated in these reports and the Conceptual Revised Preliminary Plat Plan are submitted at your request and were not initiated by the applicant. Herewith submitted are ten (10) copies of the following requested reports: Traffic Impact Analysis for Fleuve des Voiles prepared by William Popp Associates, traffic engineer, dated May 25, 2005 Preliminary Technical Information Report for Fleuve des Voiles and Cogger Plats, prepared by Taylor Engineering Consultants (TEC), civil engineer, dated September 15, 2004 and revised May 13, 2005 Geological and Geotechnical Engineering Study, Plat ofFleuve des Voiles, prepared by Gary A. Flowers, PLLC, geotechnical consultant, dated February 14, 2005 Conceptual Wetland Mitigation Plan (including a Conceptual Significant Tree Retention Plan) prepared by Anthony Roth. AC Roth Environmental Services, biologist/environmental consultant, dated June 22, 2005 Twenty-five (25) copies of: The Revised Conceptual Preliminary Plat Map and Engineering Plans (6 sheets total) prepared by Taylor Engineering Consultants, civil engineer, dated September 15, 2004 and revised June 21, 2005. Page I of6 LDSCSC:040 One (1) copy each of: Soos Creek Water and Sewer District Certificate of Water Availability and Certificate of Sewer Availability; and, as requested by DDES: Legal opinion letter. Charles A. Robinson. attorney-at-law, Karr-Tuttle-Campbell, June 15, 2005 together with Development Agreement. From LUSD File No. L04P0002 Information Request o{December 13. 2004 Utilities I Sewer Line: The proposed construction of sewer line(s) through the wetland is not a permitted alteration under KCC 2JA.24. Provide an alternative route or method of construction (i.e. boring) or submit for a reasonable use exception application (RUE) if this is proposed to be constructed by the developer or a PA UE if construction proposed by the utility district. Enclosed please fmd Water and Sewer Availability Certificates signed by Alice Marshall of the Soos Creek Water & Sewer District, dated June 17, 2005. Attached thereto is a June 17, 2005 letter signed by Alice Marshall setting forth the conditions pertaining to a future Developer Extension Agreement. Soos Creek Water and Sewer District (Soos Creek) has agreed to submit a PAVE for connection to the force sewer main east of the Fleuve des Voiles site. This connection is clearly marked on the District's "Proposed Sewer" map. The PAUE submittal would not occur until Soos Creek and the Developer enters into a Developer Extension Agreement. This does not normally occur until after the Preliminary Plat is approved and final engineering has begun. However, potential impacts and proposed mitigations of the sewer line construction are discussed in the Conceptual Wetland/ Buffer Mitigation Plan prepared by Anthony Roth of AC Roth Environmental Services. Wetland Mitigation Plan: Submit a plan prepared by a qualified biologist which identifies proposed buffer mitigation. See Conceptual Wetland Mitigation Plan prepared by Anthony Roth of AC Roth Environmental Services. Geotechnical Study: Provide an additional geotechnical study prepared and stamped by a qualified geotechnical engineer and/or an engineering geologist, licensed in the State of Washington. The study must include enough subsurface information regarding groundwater and soil conditions to perform a slope stability analysis. Is the site underlain by a significant layer of in-place till as indicated in the previous geotechnical report for this project or could there be some ice marginal deposits similar to those that appear to underlie landslides to the south along Soos Creek? It may be necessary to drill one or more deep borings in order to obtain the soil (type and strength) and groundwater conditions necessary to be able to perform this slope stability evaluation. In addition, the study/report must provide recommendations related to the construction of the roads, lots, rockeries, retaining wall and detention! infiltration pond. Please contact Larry West at 206-206-7 I 3 I if you have farther questions regarding the additional geotechnica/ information requested. See Geological and Geotechnical Engineering Study, Plat ofFleuve des Voiles prepared by Gary A. Flowers, PLLC; dated February 14, 2005. A total of sixteen exploration pits were Page 2 of6 dug. (See pit logs.) "Our exploration indicates that, from a geotechnical standpoint, the subject site is suitable for the proposed development provided the recommendations contained herein are properly followed. The slopes are relatively gentle and are generally underlain by dense, glacially consolidated sediments or coarse-grained recessional or ice contact sediments that are considered stable at the slope inclinations encountered on the site." (Page 6) Conceptual Grading Plan: Provide a conceptual grading plan for the lots and roads and indicate areas of rock:eries and/or proposed retaining walls and preliminary heights. Note, depending upon the height of proposed rock:eries and walls, additional setbacks and/or review may be necessary. See Conceptual Grading and Drainage Plan (Sheet No. C-1) by Bill Taylor, TEC Engineering, Inc. Also, see Geological and Geotechnical Engineering Study by Gary A. Flowers: "Retaining Walls" (page 8) and "Rockeries" [page 9-10). Drainage: The following iriformation must be prepared and stamped by a civil engineer licensed in the State of Washington. •:• Submit a geotechnical study performed by a geotechnical consultant which evaluates the feasibility of infiltration on the site. This study should include depth to seasonal high ground water through the winter season. Other options should be evaluated to determine if feasible (i.e. conventional stormwater detention). The Department is concerned that the proposed infiltration facility will not perform as indicated. Please address these concerns (see attached 9/28/2004 comments from Steve Foley). Infiltration tests were apparently not taken where the infiltration facility is proposed The stormwater facility should be designed with the appropriate safety factor and infiltration feasibility testing per the KCSWDM The conceptual drainage plan should be revised to incorporate any proposed revisions. See Geological and Geotechnical Engineering Study by Gary A. Flowers: "Infiltration of storm water appears to be a feasible option for this side." (page 11 ]. See also Conceptual Grading and Drainage Plan, Sheet No. C-1. •:• A surface water acijustment from Core Requirement 1 is required to combine the onsite and access road subbasins. The site is within a split Level 2/Level 1 Flow Control area per KCSWDM If the proposed conceptual drainage plan reflects only Level 1 Flow Control, this aspect should be added to the adjustment request. Developer acknowledges that an adjustment will be required and that a letter requesting same will be forthcoming under separate cover. •:• Offeite upstream drainage enters the site along the west boundary. Include a mapping of the onsite sub basins and upstream offsite area tributary to the site. (per Section 2. 3.1. J of the KCSWDM Task]). Please revise the conceptual drainage plan to address the offeite flow, and provide provisions for conveyance and bypass of the offeite flows. See Cutoff Drain (TYP) shown on Conceptual Grading and Drainage Plan, Sheet C-1. Page 3 of6 •!• Please provide a Level One traffic impact analysis, prepared by a licensed engineer with expertise in traffic engineering, that expands the limited scope traffic analysis (turn lane and sight distance) assessment previously submitted. A Level One traffic impact analysis was submitted to DOES on September 16, 2004 (which was lost) and again in January 2005. Enclosed please find an updated (Level One) Traffic Impact Analysis for Fleuve des Voiles by William Popp Associates, Transportation Engineers/Planners, dated May 25, 2005. "An eastbound left turn late does not meet warrants for required installation. However, due to the fact the County CIP 401004 will construct a westbound left turn lane, it is recommended that a short opposing eastbound left turn pocket be considered as part of the CIP for better design and safer operations." [page 15] •!• Provide a conceptual (to scale) intersection improvement plan for the intersection of J 24'h Ave. SEISE 192"'1 Street, based upon an actual survey of pavement edges, proposed curb lines, channelization, etc. Demonstrate alignment of the proposed improvements with the existing improvements to the south on 1241h Ave. SE (b) provide a conceptual revision of either the north or south leg to eliminate any offset, or (c) apply for and receive a variance to the KCRS for the construction centerline to construction centerline offset. See Traffic Impact Analysis conclusions (page 13). Also see intersection detail on Sheet No. P-2. The conceptual intersection plan is the outgrowth of discussions between William Popp Jr. and Kristen Langley. The north leg of 1241b Ave. SE will be improved on a half- street (30-foot) right of way with sidewalk on its west side. The easterly thirty feet is owned by the King County Parks Department. Thus the north leg of 124th Ave. SE will offset its south leg. The required variance application for this intersection plan will be forthcoming by separate cover. •:• Revise the plat plan to eliminate the angle point in the horizontal alignment of the proposed plat street and substitute a "low speed" horizontal curve per the KCRS. The Revision may result in other modifications and comments to the plat. This appears, at least, to result in the PAT's exceeding the +!-5 degree criteria for centerline angle of perpendicularity. · This issue is no longer relevant. The earlier proposed (SE 192 St & 124th Ave. SE) street alignment has been adjusted and this problem has been eliminated. See Sheet P-2. •!• Provide a preliminary centerline profile for the proposed plat street, west of 1241h Ave. SE. See Preliminary Road and Utilities Profiles shown on Sheets C-3 and C-4. •!• Provide additional information, Jpecifically curve date, for the centerline alignment of the overall plat street system: 1241 h Ave. SE extension and SE 191 Ct. See Preliminary Plat Sheet No. P-2. Page 4 of6 Trees-S0-220: Provide a conceptual retention/replacement plan which addresses S0-220/KCC 21 A. 3 8. 2 3 0---Significant Trees. See Conceptual Significant Tree Retention Plan (part of Conceptual Wetland Buffer Mitigation Plan) prepared by Anthony Roth, AC Roth Environmental Services. Revised Site Plan: Coordination ofFleuve des Voiles, Wehrman Plat, and Cogger Short Plat. On December 14, 2004 a preliminary plat application for the Wehrman property (Project No. L04P0027) was submitted to DDES. Ms. Claussen stated in her December 14, 2004 letter to Ravenna Development that "As a result of this (Wehrman) submittal, please evaluate a road connection between the two proposed subdivisions, and revise the plat accordingly. It does not appear that a variance to the King Road Standards will be feasible for either proposal. "This letter: a) Directed Ravenna Development to connect its road system with the Wehrman property to allow for vehicular circulation between the two subdivisions. In a March I, 2005 meeting with Ms, Claussen and Bruce Whittaker, Ms. Claussen and Mr. Whittaker told Charles Spaeth, representing Ravenna Development, that a road connection with the Wehrman property is required. Per your request, the new Fleuve des Voiles plat plan here submitted creates such a connection to the Wehrman property. Though the connection is paved, its purpose is to provide a convenient social connection between the two plats rather than encourage or accommodate through traffic. b) Stated that a variance to the road standards (required by the length of the road leading to the upper [westerly] cul-de-sac) would not be granted. Charles Spaeth explained to Ms. Claussen and Mr. Whittaker at the March I meeting that an additional parcel of land contiguous with Fleuve des Voiles (the "Cogger" piece, generally south of, and east of a portion of Fleuve des Voiles) had become available for purchase and that he had entered into a contract to purchase it. Ms. Claussen and Mr. Whittaker stated that the Cogger parcel, if developed, would need to be (short) platted separately. They also stated that it would be desirable to loop the road by coordinating the Cogger road system with Fleuve des Voiles. At Ms. Claussen's and Mr. Whittaker's request, the new conceptual Fleuve des Voiles and Cogger plat plans coordinate to loop the road (Coordinated Plan) eliminating the two cul- de-sacs as well as the necessity for a variance that the long road leading to the westerly cul- de-sac would require. Eliminating the cul-de-sacs will also be favored by the fire department. This Coordinated Plan precludes the possibility of some other Cogger development plan, not coordinated with Fleuve des Voiles, generating traffic directly onto and from SE 192°d Street at a dangerous location given the sight-distance problems that section of SE 192nd Street poses. Page 5 of6 • • (fhe pre-application meeting for the Cogger short plat was held with Chad Tibbits was held May 31'1• The Cogger short plat application will be submitted shortly.) The conceptual Coordinated Plan contemplates the creation of three non-building tracts (Tracts H, I and J) immediately east of and adjacent to the Cogger property. The Cogger short plat also contemplates the creation of three non-building tracts (Tracts A, B and C), immediately adjacent to, west of, and corresponding to Tracts H, I and J. A boundary line adjustment (BLA) will incorporate Tracts H, I and J into the Cogger Short Plat, ultimately creating three buildable lots. The BLA will be executed following Preliminary Approval of the Fleuve des Voiles plat and the Cogger short plat. Coordinated Plan-"Development Agreement" Charles Spaeth possesses the contractual right to purchase all the properties involved in the Fleuve des Voiles/ Cogger Short Plat Coordinated Plan. He controls the Cogger property in his own name and the properties that comprise the Fleuve des Voiles project through Soos Creek Real Estate LLC and Ravenna Development LLC, its Manager, which Mr. Spaeth controls. He possesses the legal authority to coordinate the development of these two projects by creating a cross-easement agreement for access, utilities, etc. Attached, as requested by DDES, please find opinion letter by Charles A. Robinson of the law office of Karr-Tuttle-Campbell, dated June 15, 2005, together with attached "Development Agreement" creating the necessary cross easement agreement, executed on June 15, 2005. I again emphasize that the changes incorporated in the reports and the revised preliminary plat map and conceptual engineering plans here submitted were requested by you in your Request for Additional information, or verbally in the above-cited meetings, and were not initiated by the applicant. Thank-you for your attention to this submission. I may be reached at the mailing address, email address, and phone numbers above should you have any questions. Sincerely, "a Development LLC ~~~:a::::.. Charles Spaeth, M~ Enclosure Page 6 of6 KARR•TUTTLE• CAMP BELL 1201 Third Aven11e, Suite 2900. Seattle, Wa&hmgton gslQJ T~Jephone (206) 223-1313, F11.aiinile (206) 682·7100 PW'tla.nd Office 1212 Standard Plaw, 1100 S. W_ $uth Avl!nu.e, Portland. Oregon 97204 Telephone (503) 248-1330, Facsimile {503) 222-4429 Charles A. Robinson (206) 224-8031 crobinson@karrtuttle.com June 15, 2005 Ms. Kimberly Claussen King County Dept. of Development & Environmental Services 900 Oakesdale Avenue SW Renton, WA 98055 Re: Fleuve des Voiles -Application No. L04P0002 and Cogger Short Plat Dear Ms. Claussen We represent Charles W. Spaeth and certain entities controlled by him in connection with the acquisition and development of certain property located in King County. The property consists of the parcels with the following King County Assessor's tax parcel identification numbers: (i) 619900-0241; (ii) 619900-0260; (iii) 619900-0240; and (iv) 619900-0220. With respect to the parcel identified in (i) above, Mr. Spaeth currently holds a purchaser's interest in the property pursuant to a Purchase and Sale Agreement with tlle owner of tlle property. With respect to the parcels identified in (ii), (iii) and (iv) above, a purchaser's interest in these properties is held by Soos Creek LLC pursuant to Purchase and Sale Agreements witll the owners of the properties. The manager of Soos Creek LLC is Ravenna Development LLC, and the manager of Ravenna Development LLC is Mr. Spaeth. We have reviewed the Purchase and Sale Agreements for these four (4) parcels. By virtue of the right to purchase these parcels held by Charles W. Spaeth and by the entities which he controls, as well as the requirement of the owners of the parcels to cooperate with Mr. Spaeth in obtaining preliminary plat and/or short plat approval contained in the Agreements, Mr. #548448 vi / 32774-003 June 15, 2005 Page 2 Spaeth and his controlled entities possess the legal authority to enter into such agreements as may be required by King County or otherwise for the cooperative development of the parcels. If you require any additional information, please call. Sincerely, {J~~"ftd~ Charles A. Robinson CAR:sf #548448 vl / 32774-003 • • DEVELOPMENT AGREEMENT THIS DEVEWPMENT AGREEMENT (this "Agreement") is made this ~y of ,Ju,,,.,_, 2005 by and between CHARLES W. SPAETH ("SPAETH") and SOOS CREEK LLC, a Washington limited liability company ("SOOS CREEK~). RECITALS A. Spaeth has the contractual right to purchase the real property with King County Assessor's tax parcel identification number 619900-0241 pursuant to the terms of a Purchase and Sale Agreement dated February 8, 2005 between Spaeth and the owner of the real property. B. Soos Creek has the contractual right to purchase the real property with King County Assessor's tax parcel identification numbers 619900-0260, 619900-0240 and 619900- 0220 pursuant to the terms of three separate Purchase and Sale Agreements dated February 16, 2004, October 20, 2003 and January 17, 2004, wherein Soos Creek has been assigned the purchaser's interest in all three Agreements with the owners of the parcels. C. Spaeth and Soos Creek desire to provide for the coordinated development of all four (4) parcels, including the accommodation of the requirements of King County, Washington, as well as other governmental and non-governmental parties, for the issuance of any required and/or desired preliminary and final plat approval and short plat approval. NOW, THEREFORE, in consideration of the mutual benefits to be derived from this Agreement, the parties agree as follows: 1. Spaeth and Soos Creek agree to cooperate in the development of the real property with King County Assessor's tax parcel identification numbers 619900-02441, 619900-0260, 619900-0240 and 619900-0220, including, but not limited to, complying with the requirements of King County, Washington, for the issuance of any required and/or desired preliminary and final plat approval and short plat approval for the parcels. The parties hereby contract with one another to grant cross-easements for access, utilities and otherwise, and the creation of such other burdens or obligations on one parcel or parcels for the benefit of another parcel or parcels. The parties have executed this Agreement effective as of the date written above. ~&s u/~ey,,,~ ..,,.--CHARLES w. SP SOOS CREEK LLC by Ravenna Development LLC its Manager ~~~~(!:th w <?aai,_< its Manager • /curl JcP5 v King County Short Subdivision Submittal Requirements Checklist Department of Development and Environmental Services Land Use Services Division 900 Oakesdale Avenue Southwest For alternate formats, call 206-296-6600 Renton, Washington 96055-1219 206-296-6600 TTY 206-296-7217 Please provide all information requested and return the original forms to this office. Incomplete applications cannot be processed. All information other than the sianature should be t"newritten or neatlv arinted. Steps Needed to Complete Application Package /i,ilaha:':tliil,Jim!!Catii)!l~l 5 copies ! / Complete form as required. Please provide signed original plus five copies. /r,shoi:f Plat A"pp,li~i.\tiC!ri:1' J 5 copies ! / Complete form as required. Please provide signed original plus five copies. LDite1ofSe9re9atio1t 'I 3 copies I/ 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 , • /J& µ.t-f:,,,. .-before a new short plat application can be submitted. A lot is considered by the W v· ~ Department of Development and Environmental Services to be a legal lot if it was (fttJ'l-: ., created in compliance with applicable state and local land segregation codes in effect at /,,,;,,-,.. d. the time the lot was created, including demonstrating that the lot was created: -r -""r re ~ 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 fee simple 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 1 O 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; 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 lots 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. i~~~~gh testamentary provisions or the laws of descent after August 10, MAIN FILE coP'' G. Through an assessor's plat made in accordance with RCW 58.18.010 after August 10, 1969; Shor1 Subdivision Submittal Requirements Checl<:hstlgl lc-cld-shortsubrequire.pdf 2/03/05 Page 1 of4 H. I. 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 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. V !"Plat Densitv:"all'd.'Dimillisio!!!M(orl<lilfeet I 3 copies /; Only the owner of the original short plat may submit a short plat alteration for the .. er-e-.ation ·o·f·a., d. ditional lots. Property owners or their designated agents may submit all / other short plat alteration requests. c.& / l;:'11itle Re~orr: j 3 copies j / ~/ Submit a title report issued within 30 days of application, showing all persons having an ,l'i~ · ownership interest, a legal description describing exterior boundary of application site, v' and listing all encumbrances affecting the map site. ~~~riim"ua~e a --~. ~ize of~ j~ i~ 1d~~i~b ~~1~A;bhes • :;d':c~~s1:n~1 ;;:PY · / Provide a map prepared by a land surveyor showing the following: 1. 2. 3. Location of all physical and legal description encroachments affecting the boundary between the application site and the adjoining parcels. Encroachments may be from the application site onto the adjoining parcels or from the adjoining parcels onto the application site; 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 less and 5-foot intervals for slo es exceedin 15 ere nt. The pre ,mmary 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; A legal description of application site as shown in the title report, and the i"J;c. 4. The proposed layout of lots, tracts, right-of-way and easements, along with existing utilities and areas of proposed dedications; " " II rt; c. II ,1 5. 6. 7. 8. 9. 10. The purpose of any tracts and dedications proposed within the application site; All easements, listed in the title report, capable of being plotted on the map; Field-verified survey of location of all known critical areas, including the required buffers, and building setback lines per K.C.C. 21A.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; Name and address of proposal; North arrow, scale, and date of map and revisions when applicable; Location of adjoining parcels and buildings within 100 feet of the site shall be shown and delineated by dashed lines. The zoning of the subject parcel and adjoining property shall also be identified; Short Subdivision Submittal Requirements Checklistlgl le-cid-shortsubrequire.pdf 2/03/05 Page 2 of 4 '7 "7"GC 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; -reL. 12. A vicinity map; 11 13. 14. The name, address and phone number of the Applicant and the Owner(s); An engineered preliminary drainage plan. - IIWaterA\lailabillty.Ceftiflcate'?'! 3 copies and original I 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; Q[ 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. 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. 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 J appropriate Group A water purveyor. Ced.? I ! SewefAvallabiJifyCel'tmcate;! 3 copies and original ! / =;;;;-pl' Preliminary approval for individual or community onsite sewage disposal systems from ,-r-the Seattle-King County Department of Public Health must be submitted with this application; Q[ t1/!r e,w5 I, 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 "I p=-re~1i~m~1n-:-i:-P~:~:-:~:th~is~,;~:-:~:~~-.,m=e=i~~r~.:-~-1>-,0=11:=,~r"'11=0-11"'",s=-e-p""u,..c"""'J"3=-c-o-p7ie-s'I~ 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. / I Level 1 Drainage Analysis ! 5 copies I ? 1c/eu ,,.,.,, ,e~~ The analysis mus--t be--prepared by a professional engineer. (See handout) • I EnvironmentalChecklist! 15 copies I~ 'f;,t!,,,cn-£~ ~ 6-e__,...~ ~ < ~ 4 -c==-~~~ I'--e"'l - A short plat is subject to review under the State Environmental Policy Act (SEPA) when j 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)). . .-, _,,t~)IFireDistrictReceipt !3copies ! ? /~ /J,-IL-<.d-c~~ ....... ~-~- Applicant must apply for short plat within 30 days of the fire district's signature. col~ ';,:;,bdi!S::,:, R,::~"" Ch,~s~ ~~lsh:bce~/03/05 P,g, 3 of 4 ../z.~--z._s.~ -O'i3 I /Su,rd:Y /7q7 "'l""~c):::_ /t'J.R2 *5 S' 5 ?!?/ 7,s. A I PIJ)!imina,Y Applieati<ln'fi!es Return complete application materials to this office to apply for your subdivision. Consult the current fee schedule for the appropriate fees to be paid at the time of J,:;:::::ss\!$$Pl'aMapl! i 2 sets I/ 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 assessor maps are stamped "See enlargement," the enlargement must be submitted. i'.Affidavif/Ce!'tlficatet«:lfCAQ]C~Mp!iilnj:\J;J 3 copies i / ? o-r ~I"'/, --c.,. .... ,. (?..er ~ This must be signed by the owner at the Department of Development and Environmental Services or notarized. ~1111.--~=~ This category includes, but is not limited to, wetland report, geotechnical analysis and traffic study 0\r'i Certificate of Transportallon Concurreney I 3 copies I 1¢5 Note: This is not required for short subdivisions in the Urban Grow1h Area. /i:completed Applh:antstatus Fotin i 3 copies I i Copies of Variance Decisioni;iReq!)lredi'dl!r·K,C.C,,;Jiitle,2:1.ll.c i 3 cop)es] I A List of Other Issued c:,r'F1e'.n'di119:P11r[l1itsOr Decisions, i 3 copies i This category includes, but is not limited to, Road Standards Variances and Surface Water Design 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 Short Subdivision Submittal Requiremenls Checklistlgl lc-ck~shortsubrequire.pdf 2/03/05 Page 4 of 4 ® King County Department of Development and Environmental Services 900 Oakesdale Avenue Southwest Renton, Washington 98055-1219 206-296-6600 TIY 206-296-7217 Certification & Transfer of Applicant Status Alternative formats available upon request Permit Number: LO'=, Soo 4 O FOR CURRENT OWNER: . I, //h. Co~er , (print name) hereby certify that I am an/the owner of the property which is the subject o ~pplication 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 C ~.> . S, en (print name) is the "applicant'' for this permit or approval and shall rema· the "applicant" for the duration of this permit or approval unless "applicant'' status is transferred in 'llriting on a form provided by this department. By being the "applicant," that individual assumes financial responsibility for all fees and will receive any refunds paid. I certify under penalty of perjury under the laws of the State of Washington that the foregoing is true and correct. %::). ~ 7-2-1-~s Signatureof.ner . Date Signed FOR INDIVIDUALS: . I, C hgr /,e_s. U/ S):qe;,?6 , (print name) hereby certify that I am the "applicant'' for this permit or approval. I shall reifiain the "applicant" for the duration of this permit or approval unless "applicant'' status is transferred in writing on a form provided by this department. I accept financial responsibility for all fees associated with this permit or approval and will receive any refunds. My mailing address is: ~83~ ~=cflf'Q 1,,ie· NE I certify under penalty of perjury under the laws of the State of Washington that the foregoing is true and correct. ~,4-,? w.~ .. u( ~ Signature of Avcan! , ~ 7 7 Date Signed OR FOR CORPORATIONS/BUSINESS ASSOCIATIONS: I, , (print name) hereby certify that I am an authorized agent of , 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: I certify under penalty of perjury under the laws of the State of Washington that the foregoing is true and correct. Signature of Applicant Date Signed Check out the ODES Web site at www.metrokc.gov/ddes Certification & Transfer of Applicant statusFORM lc-cer-trapstat.pdf 05/30/03 Page1of(JY /;'IJ MAIN FILE COPY 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 PWPQSe of making corrections, please designate below: J!f..1 authorize this department to return plans directty to my consultant(s) for the limited purpose of making corrections, as deslgnated on this form. CONSULTANTS: 131// /787) > Te/.· 9'zs-39/-//y/~ Check out the ODES Web site at www.metrokc.gov/ddes Cerliffcalkm & Transfer of l\ppli<;enl statusFORM i(),(l81'-1fapstat.pdf Page 2 of 2 ' l ~ ~ ~ ' \) ~ VJ l. Q) ~ \J • II K.C. 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E Jl IS~ 012& ..1,I _.;l.i,!.J 0 ~ "' .N I"' ,. ,o IN ~ t ill l.::'1.1 ,scoe ,? ~~~ ~ o., 15600 SF 0!41 '20 1¥.l.oe I ~ .;, ("~; (o ........ ~ " 2i:l3S7 SF' ,~s ~a ~-i]i-di-ilfl i ~l~.32 #;. V-6~ li";.;i-.,: r---I a c• ~t:--lnl "-"'c::""" ~ ---r;s:-o·e •• .o.'5-<s;,, 26360 SF - •• ,• ~vr,"" •' . !7 I ·:'!"i'7'5i .. ~ ; • 0 _e,.C ~ JI: tr',., "f «ll.JJ . .~ -'• 2~..:e s.e 157 OIIII 'o ,--.... «l? , - g cc" ! la~~ ~ § <=Hl02 SF .. C2tl N 89-29-17 f: I,, 0 "' --1 -~} ,.._ .:fl 151].e,c: ~ N ~ ~I ~j/ ' 0 11! ms7.6\ ao -..._ '"'I 0 ' " ~ "" 0 ;: :ft I LLJ 0 "--~ -. 1-0· ~ I a: :0- b 229-40 SF 1 " OW& I~: :l!:IT. &ii i O 2 ~~ :Si:rib ~ 2:1670 SF mD!5 ' 9-4 -() I 1"i 7 .-, C ~ I §' ~~ l ( I I ~ I l:s a5lf ~"'·"' 111'517 51 0200 ~ 83-40-!!!4. f:" ~j ~-" ' ,w ' U~. i':ii<t---:7Y-,S ~~72N> !::re \ oaJ LOT-.•: • ,,.,- LOT •2• ~-,§> 0 ~,~ ~ i ~ ~6 ~, r ~ ~ : ' g "' ~ "' ~ '''" ,i ,. • .. ,r,: I ~ I I ' . : -.. -(!f0-:-'74 ' ~ .. ! :~ r tc .~~# ef?_ 10011 ~t/' I c;, ml ~ ~"' i t : ' ,l -I I ! ' .. 0 ~ r:::,~ ~ ~~ ~~ "' ~'ff ~, ~l 0:, c, -· °'\ l -11Ci4lg SF] 2.53 IJ; J007!5 s: OIB1 65 •. l --....... ., ~1 AC ~.15 Clf'I t: ..... -I l OBJ / i "' 21600 SF Olll2 ·~.., -- 1000d SF on! .:t! 79' 1 I 101 .1.4. = t.:!O' !,@" -.... ':'., ... ,., g ,: ~ -.u.,..__ •. 1a2ND ST ---(ROBERT ti~-~o• 1119, EST. 2-5-17) , :; __ ::~~",••,Al" 'li , M 1 1m J2 P we 12/. D.3 '-':I Q I '4--,,,,, 1~.i:1 3::1011":0:: ,oo .::11::J. "'"' 00 "o,,":'"'i, o• f bo 1 i ~i i '" -, I I d ! I ! j L ' I ' . Tu-----ao • ,l ~ 0).~91" o; '\p ~ ~ 1UOCII -• LOT A ,o ' -~ 1 ~'-'- OS c'~U., / 24 24 ·t '\q,~ • I I _; 1~'1 SF: " OIIO 2 ,-+,, wlL ~1' lD 'Vei,,; 7,!;12B SI ~ _, l 0 - \ 1.92 I \ iOI) I -r I \ I \ 4f-14lt I \ /:JL.,: \ , cop'--"~-~ \ ~ \ i ' ' \ ~.24 A \ I Oil! "1"74. "''"'~ A.0~ "'V'16 .fl$" 619900 SP271113 KC 780ll28102B : ~ $, LOT 1 ,;;:\,) .. .;I ~ ill •' ll I I ' ' 1 i I ' I I ' I £ I \ I t;;; I lffl ,., ~ \~ ~\~ ~ \~ ,~ .\ 'i) "' -~ ' 'ls ' ~ ~ \ ';! ' r' ~ ' I 111 \ • ~ ' ' \ ~ 3.3 ,I ,,, .(J ... <:) '\\', ~'t'-l '?)4.- ' ' .. 9290 I 11 ·~ ,-- / I • I o I l ' I o, ~' .!. • ' • 13 0 C ~ ' ' I ' I d'-' ... ~ ... ;ii.,;:iri; ! \ ,w 1 LOT2 ' I c I , <1oeoo Sf 0241 I I ' I I I I I 1196 Al OZ<40 ,1@ S.E, 182ND. ST. 1~ . .i:1 L.._~,._,s "' ~~@LJ\g@m AUG O 8 2005 K.C. D.D.E,S. ,l ltj'<>q, ·();., -u1 .~ I '- < ' I , i.65 9F 02ll2 ' I 0 ITT :::00.02 ~ KC 7711~.lr LoN uu:Is ~ i ~ ., ;i,; ~ ~, % 1.06 A Cl 0043 ~ L0':)5oo40 \ .<ii' ' \ 1 ' \ ' ' -----11 '-:J ;~ ·I J l ! \ ' \ I ~ 'i ~ ''i. 'i ' \ ~ \' -,:) ~ ~ 'i ,i fo. \5 I I \ \ \ I ' ' I 1 ~ ,~ \~ \i1'1 ~---~ iil1 "''<£ I"~~ ~\!, ,. ,i e- t:t.-~c \ ' I \ 'i \\'l ,. '\ I,;, f \ I I r1.9sscs22o'f' ' 20' 1'i'5. 23 ,l */ \ 1 0 'ii D :;I; :JJ .... .96--__ -_-_______ -----~r----------~~~~ C' 5 " n a, r ,,. r 0 N r 0 0 > m q,ii,,, - • n r a -f ID --- ro - ,\ • .. I I ' ' ! r lli ~q, ~ o D )> l ... 1-~-------------------~-, - L - i ~~00 !i a 111r-------------------------------11r--- > "c!J;i "o a .... .... -t~ "'~·;,i,. "' T -~ ' 5f ' ~130 -l --!" Ill I rn .... I\J I 01 I I I ... ~ ; I -:l -N~~ ..... -... ~ ~ !I 30. • C JO ;;; D ,. I ,:; !" ro w D " , •• ~ Pi.o 5 < 4 5 4.36 : ,~, 0 w rn 0- -------~----·----""""' 9D o<>".,. ;; o•, ru ... rn " " w ~ 0 ,. rn tr .... " b " ,{::- ,..o,~10 0 i~ '" w ~ ~ 1 4.3 6' OJ":9. 'v~•'h ! bi ii 00 • , D , ~ / ~ ------30' RD. ESl!T. -09-24 E 619900 Kt:SP 1582.0114 'f l:~-sq, r" ,.s j!:; ~~% .... (i>~~ w 0~ ~ if @ 0 m D D w " l • " D 2~; l'lw • i;o ~; " 0 ' - 619900 KC5P 8118021 ,_ - ' H~ 0 D 81kl2210370 • ~; .. I • ,:lO'THAIES 0 ~ 00'.., Ii <' .9.>. ')"_,..q, 0 0 w ~ '"' <f,'tti V 00 !~ D ~ " " o;~ oo ' if" ' l}l ) :; 'f, 14•L54 88-50-38 It !5 1-09-24 ,E 84042.00923 0J00 ~~ Q 0 " 7 -C.30. D • I;---------------------, • 1-0 -1697 ,t. t ' a ~ CD .... Cl) "' 0 :il 0 .. m § -s ~ ogr.si .; ·t:i~h . - rn ' 00 i; i: • ij -'Ii---------------·------~ ----------------- I ' ---' ' I ---5d ' ,;;; ,w ,w ,o ,w , ru , ru ,o ,o r,i " " 0 This certificate provides information necessary to evaluate development proposals. Certificate : 3900 SOOS CREEK WATER AND SEWER DISTRICT CERTIFICATE OF WATER AVAILABILITY Type: Short SubDivision : Applicant's Name: ~,ctma 9Bvill8J!Hl8flt CJ.tc,r/CI! S Spqe ft, Proposed Use: 8 Single Family Residences Location: Lot: 12 Block: Parcel: 619900 0241 Development: NORTHWESTERN GARDEN TRA Address: 12212 SE 192ND ST, RENTON Information: See attached proposed layout WATER PURVEYOR INFORMATION 1. 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 improvernnt to the water system of: Water service to the proposed short plat will require the installation of approximately 400 If of onsite water main. Final water layout and requirements will be determined based on fmal site development plans. All plans must be approved by and meet the requirements of the King County Fire Marshal 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 15 feet from the building/property ( or as marked on the attached map): Rate of Flow: 1,000 gpm Duration: 2 hours b D Water systems is not capable of providing frre flow. rn]_S~~~ P:[Q) AUG O 8 2005 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 true. This certification shall be valid for one year from date of signature. SOOS CREEK WATER & SEWER DISTRICT Agency Name Supervisor, Development Administration Title S001 Cr«kWatcr & Sewer District "rptAvailSingleParoelAddWatcr" 2f6'96 Lol:)50040 Alice R Marshall 6/17 /200 ') - Date ' • ,.v· oO" .7 ... '_-F2-41 l /£~· .~ c .u:., ' ,. .~~ .:1~ •I~·•'-/41 ' - ff·s,1-uw t 141 ,,,I l 0£ 11,,<1-"i 11 1.:u£S rE.RN ~ At-s,~ 173 ,.:~·' .$ "- • s ~·~ LL.I > ct :r .... _ too 0, ~ KT•-:n: -ti w ~ • . " i,,o\;/ , ~ ISP' ~ --/,JORTti'!' 1' ~~ 1·Es,.r.• -, ----+~ -o~'-,'~~ , ,~~ g.'I;, f i ,••· __ :_iv ~ .oft -1-1 ..:. 1'. ::;.,,.__Q... --v ol ::r:" 'i 0 ,10 ·.:r.· -._ltl:f' "1 :~ne.· "' 6" ,,~ ,i· y 0 "' ' ~ ,,. . h •·' ¢~~ I • .. "' ,.;,o.., 1,"' fJ~ ~ % • LQT 4 'i ~ ~ "i: ..,.~ ----~ 9,. t:rJ'.08 f .. ,; e110200-'>4 , <i 7 ~I" : r}-' ~ .\ • • .• ,,. ' ~ POI.E _,.,, • t t..01 t>L-A-1 Z"lOI --i/0' ~ ... .f, o/W\ (oo' 0 -I ,;. .. " "'A70' -'Z.oo 1 7..fo'- tl O ,_ f=".sv4, ZSo 1 --'-'-140' --z..10' I lo' J.D' 110'~ 400'~ -Z.80 ,_ Z-4-~' I tc{u.J '. Z/70' a:±sc' ~I Q @"F\ >.t '1 "~ 1'"· ~ ~ LOT 3. ~~ ' \~"i "!q<O " 00 o .... ~. 1f ~~ 1,1 ... -. ~ ··---=--,-.,_ . ... ~i 157 • .:.9 #/11/~ ~' .; ~ "'0 " ") = ' . ' l ~It: ' (\J . "' <l '0 ~-, I ~I l(i )~ 8 8. ."' r o' ..P' "Ji . .... J/, D 8' 0 1& ,µ l· ,~' t fig Croe.s is O+ 00 ~a1t Ofl I,,= 0+00 N. t S. an l.!_On,i---.-'~ ~-1, crou Ila. O•O.tS 0111120:0tOO :twon_U2.".S · ~VP. lC.' ~\l 8\4'PE>lfl.. TEE 4SFL• MJ 6!/. . ,1-FIJ<l,\J 41)N'f; 2·8AK£~ CP~G5. Slll.C\(\.'V . MU GV &\IVD. - fl ... D "", '-~ ,-~--., ~g:t~ili -~·~ r,. G" Te,e, P'l., _ ••. t ~ e" c;.v~ FL . , G,"G,V, F:"1,. )I. H , ;Z·O"Fli CPW. M:.JAP; s.au BY ID~I~ REVISED IM -rJP lOIJ. "'"' A,LW SH ~, F'TT BY 2-% 4/.,$ j1·G4 :4',•9t:. G,,•90 1:z:/ea. e/84 .! 1/eo DATE TO DATE .. , I ..... , .. t ! \; 'i l \ \ \\t\ \1 -1'1\1 i,i, \\\\II>\{' •111111,, \\~\\I ,111 ,, ,\ 1 ,,, 1111,nw-. ltl\11 l 1 \ \ l 111\\\'-':" (1 11~\I 1 \I Ii\,~'::: ,,, l \l' I ! I h~~ ~',~',,~°.',,'-','.\I.','.::. LOT" 2 I 3_.!!_ •1S ... ~ ....!. " ... ~.Airer ... · .. ....,.. --.,)"IC. WATER BASE ·~~•$: ' ., ~ I ! \I, ' I / MAP ~ ... _ \uc u..,1:3 SOOS CREEK WATER & SEWER DIS TR IC tk Hedges & Roth Engineering, Inc. CONSULTING ENGINE-ERS • PLANNERS • SURVEYORS KJRl<lAND. WASHINGTON (206) 827-6793 (206) 682-7426. 1-600-835-0292 IC.ALI 1";Jo• UtUT NO. E-a This certificate provides information necessary to evaluate development proposals. Certificate : 4587 SOOS CREEK WATER AND SEWER DISTRICT CERTIFICATE OF SEWER AVAILABILITY Type: Short SubDivision Applicant's Naml): Rwtilllfi8 Se; ele!'lfteffl" Chor/~$ Spcr e rt, Proposed Use: 8 Single Family Residences Location: Lot: 12 Block: Development: NORTHWESTERN GARDEN TRACTS 5 Parcel: 619900 0241 Information: Address: 12212 SE 192ND ST, RENTON SEWER PURVEYOR INFORMATION t. 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'I Other (describe): Sewer service to the proposed plat will require the installation of approximately 510 If of onsite gravity sanitary sewer. Final sewer layout and requirements will be determined based on final site development plans. All plans must be approved by KCWTD and Soos Creek Water and Sewer District. 2. • li'I The sewer system is in conformance with a Cowity approved sewer comprehensive plan. b D The sewer system improvement will require a sewer comprehensive plan amendment. 3. a [i'I The proposed project is within the corporate limits of the district, or has been granted Bowidary 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 li'I b li'I Connection Charge: Yes Easement (s): c li'I Other: Onsite easements will be required See I b above and conditions below. 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, requirements and conditions of this District and such other agency or agencies having jurisdiction. This District is not representing that it's facilities will be extended or otherwise modified to make such service available to the applicant. It is the responsibility of the applicant to make any required extension of facilities to serve their property. I hereby certify that the above sewer purveyor information is true. This certification shall be valid for one year from date of signature. SOOS CREEK WATER & SEWER DISTRICT Alice R Marshall 6/17/200 <;- Agency Name Supervisor, Development Administration Title Soos Creek Waler & Scwtt District "rptAvailSingleParccLAddScwcr" 7.16/96 • -:,. ~~-d.r J " "<' ~ft ,j !!I ' " ,. ~ ... " .,. .,., . ,JI• ..i.O ,., ~· 0 •"{pl' ~ I~ ~.5 "0 ··-~v~ '5 o s r,~ ;&~;, ',IOI-·,.,. 90 .,19g00 ' ,., ,_,...., - t\l 0 Ill 'O .,. / <J "1,. ',-';· ,..i-~. "J}~: 'fl 02. I I r: 'I •i,.n M8't.,4Z8'f<I AROr- /..,, , ... .,.... 5 ,o,.,, ~-~ w!:! <fl w > c( :c ... 0 "' ~ " " ~ " ~~ ~ ~· RN; ,,.•• & ~ft C 5 ff. i1~ = r r;. o • .• 1', ..... ., • NORf. ' i"'/; I• \ ti' ''• _.,_,.r;,~ ______ . .....,,....._.:tdim-_ r1• I H L , l. 14!":t• ~,.c . to" 1:,1 /~0 , ,.r.os ,1-• 0 Pllfe~OSE& ~ ~ A' ¢' 6 ... ,, ~:;i, • -'' " ,~_L ¥,fl.~'" w tf,'zt'L-- ·~ '1~ ~ LOT 2. 0 I~ ~ -,*··~ ,; ~ 11'.l.,-°!c Off' " " 7 " ~ .. I /' l; ~ ~e;c.,1.II £ ~ :t ~ " • .3 ill· e= oc I . ,, _:w • _,..<>¥ ~ e' u'3';!,G.1.ll.,..o<" ,. ,-1.,' ,.-~ /19 .. ~ ' M· -:.,.1, qi ... 1-• 0 J:,,911 al (,74'1/ , "' d'... r, .• + . r 1S"4',ol o ,, ./( •· 10 · ;31s.41.. ~' ftJ~.~l,--t S'el.l$/2 Lt.M1 tk 81.ot Pt.AT" -!b' 10 1~ .,./3•1 110'~ ,,,. io' S-10 1....-SIO' \,~ :;::=:::::=,:::======~ 8 e ..J ::, LOT 2( I I pie,& .,,'II'• .,_, I ,,o.T«' I Hi.,·40;.-.. ~ .. 1 I I ~ ~ LOT.,1/ ,;'1l ~,. i .,.. ~ ', • \ C. .,. . "' ,o~• . ' •. • ......_1c;.1.~. # r~o •s ,, "'(1,1 "' ' ,.,1 .. ' ,,,, ___ _ ' /11· -, ~ " " R\,' ' );II ' --:,";f--f ,...-1 '"to 1,,1 t ?t./l'I . • --'.!•' 10•,.-, •• ~ 110'/ J ::\, ,,~ ··--. 132.2,30---"'.:.....----- ,4 '1 ~ C. C!I' .,,,,a, .:,11 ,... 0 ~~tl-- ... waTi...,w,..1D: IEf I/,:.. -,o• 'lo'/ 13¥ ,7o'-) NWZ!,3' q,,._ 10• 1•',... ·'2-U.' ,o•-'fo', I )'-' -1z.o.r 7s'/ ,,,..,,. fo.,,. ct' .--llo' 6$"~ 90v 9o'.,...... -.1¥ 41>'· ~·-100'- fst.'' SE l'iz"'.ft sr~. #' ,,., r-,--r-r--r---~-~----..1:--, SEWER . BASE'. AJ , ~IA 'r'-~~(u.J· J'-'i~ . -.. ~f'\f'\~ /"'DCCV \/\I A TCO o ... oi::(Aicc f' Fire District Receipt ®. Department of Development and Environmental Services 900 Oakesdale Avenue King COunty Renton, WA 98055-1219 Fire District # __ i-F-<./1-"'---- Name of Project/ Proposal _ _.C.....,_-"'()_..C ..... ~:,.5.L--,~""----"~""'µ£<'-Lr _ ___,_~__,,,'L,1fr_z...,.C ____________ _ Location of Project, Proposal _ _J_/i,J.M~",xli,,A~~~~l-!'1-9~:2;,('.__t!M~'/l(L~,-~~_g,,s?_!_/e1';e.~~~~Y.L _______ _ (Address. parcel number, tax account number, legal description)* •one of these required for processing of application SEC J3 TWN _o2=_3c__,u __ L"" ,::r-RNG. __,~.-<..__,,._,__ ___ _ KROLL PAGE _____ _ Name of Applicant _ _1,(!.u..,Y,e.<.~!..C:..<Z...,E,5""""'------"'.:5i"-'-~'--''A:UJ:.£.__.'7?Ln71,___~------------- Address of Applicant _--.::d:c..· ~f'..J,£__;_9'-----------'~'-L.!.A,_.~~;t.<.<.,JAJ.=Wr::__---L/!c-'-. _,(/c..,£:c:__,~A).,_,,__,l:?,,._,,_. _.o2.c:,.L,1LJ:;.iL2,;~~rzzL"-',;:,_,.J.UaVA:.cr_ Telephone Number -----"cJ"--"'()-"d,"---__._,?.~'.2...,,.....~"------~£'-,Li,,..,£,:..<.'l __________ 7 ______ 9_'J'._l,_'/5 Description:Type of Project/ Proposal Check appropriate box(es) D Apartment I Multifamily D Commercial/ Industrial D Retail D Residential: Single Family Residence DDuplex D Subdivision ~rt Subdivision / Short Plat 8 I-er DRezone D Conditional Use D Unconditional Use D Planned Unit Development D School / Classroom DOther (describe)------------------------------- torz couplings required on Fire Hydrants 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. hie 0/,6/"R.tCr /f'o AgeheyName Title Distribution: White: Applicant (see below) Yellow: King County Building Services Division Pink: Fire District Note Applicant: at the time of application to DDES the white copy must be presented with project/ proposal submittal. Fire District: mail yellow copy to: King County Building Services Divisoo· r::i -, 900 Oakesdale Avenue D @ © @i O ~!/ @: ~ Renton, WA 98055-1219 /_!:!) Attn: Fire Engineering AUG D B 2005 017B (Rev. 11/02) L0'550040 NORTHWESTFRN GARDEN TRACTS DIV. NO. 5 90 S.E.1/4 Of THE S:W.1/4 OF SEC.~3T.23.N.R.5E.W.M. KING COUNTY WASH. Continental (n9innrin9 Ca. Seonte Wn. 7 ' ..... " " • : . •lol.1. • .. ;: ll , . • • ~ . .. • 13 ~ 33 DESCRIPTION RESTlliCTIONS IOo le,\ or fffliot>..f•let.f1tti1 p\1t, sll•I\ k dl .. id•d 11'd M14 Of' re Jo~ 1 or o.,..,..,,n.'9 cl'l•"!l•d "" ,r,n1f•n-ed, ,..1,u•t.:,o 'the --.,s'111p,of' 1n, pOO"t"'l'I of 11'1•• ,-1,1 ct-11! -.• lc .. \1•111 lft.4 ..-ira r,i:i.worcd for tt>e Utt o,,1nc, "1hl"4 ~ mi. pl•t: 11:at11irl,, tltirly ( .... 1'1-p,d \,Soo,c,}J'li....,. (ftt fM" ~I 9,W~ln Utc 1 wilft S "*";""""'" lot c,rhM.twit11h oF One ttunondo 1n4 n.-ty rive \ll~J feet ,.,,,r to-.. ,,cur~ f',-w a.«.al Jmpto•c,,.in1t Oflh•« ,...,,.•9• ri,u,onl· tot,c ~vu of ,~1,c 111nk1 arid dt•l"f"HJ t:ea..•rl'f a,:i,pro'ICdt1•-,t1. ··--··""ir i ----~·--c-....... 4 .,, ... ~ .a.e~c Trl:At\O '"" •pta,o'lll!d 1hi1 .:tl-~ or •• ,.!'.,r:t.M.--------"•· 1•,,. . <-~~-.:X~•r··-· I 11,:tf'lty e ... 1.ry ,,..t 1h1t phi of .... """"'11,lUl'II 41.11•111N "'6(:'I .. ON -" ... 1t•"J1'CI on•n •ch,al ,..,.,,., •nd '"""""';•" ,_ 5-1;..111 l:lT0'1....,.;1' n l't..a. 1,. '"",..,: 1t. .. 1 1ht1 ,.1,..111m::-.,, cavnt, 11onCI •"9i.-. -,h_s> II•--corrR,t,,, n,.t It>• rn,s,oun1-,n1 t h••• bc,t.n ••• •nd lot 110\d II~ c:,,,,..r• :,l•"-cf eouccll:, on O,c 9reund ;:•'l\ial' )~'Ii.••• full:,, <Offtp,lie<I .,.j1h l1'e ,_>,Oo,u ,,f 1t.e \l .. lutu ~lt.fpl,a,\lif>9'r ... vhlio11o1, .' "\; \ 1 "'"---' /.. (' \. ';: --'J."U//.,J_f, ./:JI•..._ .._"-----. ",. _a; .. _'/'; c:v1 ,un, -n'NII ••-•• 14o.. l • 4Q6r621 •· ,_:~:J _ . ,,1,41 ror ,..., .... ., .1 tt>e l'C'!UC'I of ,.._ ic.n, tloQftfy Ph""""1 C:i11oc1w1,1011 , ... ~.,~. -j•'1 of .••• .S ••1-----· 1>-0 ,,.., •• ,IJ .......... t .. , r-t--•An-•·t-• ~,.4 r•cc:,rdcd ,n ,aw~ ••. -'ll ••• <Jf Pl1\1 p•,, .. t~ l~dit of ~-:, ~ly / ·,: : .. :,,..~,:,-... k,;; ,L __ £ -fl !Ab,i 1 £..,_._e DEDICATION •ooow Al.I. .. ,,. • .,. fltHC ......... ,. 1h,1 we,, ... '""'ll'ni,,..,,1 wi•o.l .... w.~ ,M,d C'l.dy1-f' GIIN'9ft l1i1•if•, OWnffl 1111 '•• 1ifflple J fflo I~ Mt"Cbypl~d. t,e,..a.y d~IW.: tt"<i"''" alllll dtdiut. 1011w .... o,( t'M ~'Olic f ... ~.,. •II. 1tr1c1,, ~11•:ii• 11.-:I, l'WCl'I\ICI 1h-n ,,,.,. .... "1f 11,e vso tM'*1Jf IOI' ;>II pu1Dlie pt,,t'r•n "Ot incO",;.tcnt wi01 lft• UM ~,i,r , ... r"'liC t,'9ih••:1 P"'"P'•'-'! ~ .. ,. H ,....Its* CIIH_ ..... - ..,1,a1.,,.. , ... ,;. pf'OtJCrly CIC' f'l•n• 1~u, ,, • ..,.,..,""" lh• p\•t r.,.. tho, PVll'I'"'" lhffl'in indic•1•di 1 .ot,o ,,-.-,;')hi Jo"'•""-,1l •toper• far ('flt. Of' r,11 .... ,-thlr \aols, 'o~'lr•, t•~h ~p,,u, .. af l:,nd ,rio.,." Cl'> l"'r pl•t;,,, n.o o,;g;,..1 u.-ul, y.o!i"'S ,f •» 1/l<f ,1,u,1'!1 aYofflv•••,.,,.. •ll'.J1" •"d pl•" ..,, •• hera..n. J ..., ••'MIit -••w,.,,i n••• -rl>jl\lO 1,cl -fta1>dl ,,.,t ..,,, .. tt,i,, . .I' __ d-aj'Of.~J,,!t.,•-••••••••"'D, ,,,/, ·. ~ •· '{ : · • , ~ 1:-, .... !~!.('(....;'f:S'.£::.L>t11.:. :.-e ACKNOWLEDGEMENT :::~~ .. ·~ ·:!:;-•"·'"} '-'· r;W n,;, ·,1 leu"';f:, n.,1 11'1 1ti,1.,_. 4-,.of .... •••-•"'01~ , .. , .... ,-,e,rh• .. no.-1'1"}-•. ,,..11r:, pvol.C:., pcno.,a111 •pP• rdd wiui,m.w.a.,,...,.,., •""' 01,.sys. ,. ltOf'd61't n;, ... ·,1.c..10,... llno"'"'obC 1t., ,•n•n• •hi) e-.,ecvtti:1 '"• fo,..¥\"1} 4•dC•t•Olt •nd -~ K'lr"-h1d9•d to me 1ra,t t"'ot.1 'l;9n•d ,,...., Jl•lff tt.1 un,• 11 11,,;, fi,:c ,.,. -hfflh•, ,,t,..,.d di.Pd f<lf' 1~ .. 111 ~di ll<KfH'••• h~,..;,. "'.,.tior,cd. ....... u, rn:, "'"d Wld on~, .. IPI 1t\& 4-"31 ~::,-,,. .. _,;..,, ~ -,~··-• -t'A ,',.: . ··:,· i,~-; ...,,..,,,:·--·r·--,.. -•• !.-~.:---. MOt...-y ~ic in on.s r.., ·,-:u-•lc ti ..,11Sn"'9IOI\ ..... ..,," •n tr•n•.....,_ .. - Ci:,p;,, 'K.C. D.D.E.S. .. i J .. i RECOIIIIEII .. 1ot....... ii PAGE---·-ant·· _ .. IS'.lllffl 3 fl 12 0. RODtRT A. HORR\S AUDITOR .KINS COUNTY IAJl!im, -Jh It ' ~ ' ' ' s Sale• Tu Paid m>dll' llllaeipt , 7IJM4IJ Statutory WaricaltY Deed THE GRANTOR S, NCH!WI KAAS and H, IX,LOl!ES MA.IS, hia wifo lor ud in consideration of Ten dollars and other good 8.rd valuable coneideratlons. LILE D. MAll!I and ANNA H, MANi!, h1a_ wife tile 1o1amm. described rul ntaie,.llituattd ia 1~-ComitY of Kl!C :,-.._: .. Wuhl..,aa: Lot l.2, Nort.hwestom c;ardfl! Tract, llo, 5, according .to.plat thereat ·· recorded in vol.ume 47 of pl.ate, page 90;. roccrda of Mid Co)int;>-1 -. 6'CEl'T thO following deoor.ihed property> · SIJWECT. '!01 Boginniz,& · at the ooutt,wat comer, t1!91'1co l!QrtherJ.t,Along 'the ·. WesterJ.T line thereof 300 !nt.1, then:,o :liiaaterl;J' paral.lel;. with ·.the South line of aaid Lot, .135 het1 thenca South ,paral.lol '4th the · ••at l.il)e ot .a.id Lot 300 feet) thonco Wojltorl7 aioas: the· Sciuth . line of_ said Lot, to-·~ ~-ot begimll.~;snyATl! 1n the -ClbuntJ'- ot King, State·ot,-~n •. , · -· · ·. -'_ ,. / . . ''.' ; . ,. ' ~ Euemerntaj restrictiene and ~~ions· 110:w ?f·'-~rd:; \ ' ,.JC., .. I I . · ST_ .. 1'1'E OF WASRING_TOl!I,_ t· __ · . ,.· ... c;.,i,dy of UllG ' ' ' -'', 1> Ila:, •-5, AP928•55 $10 ~gvo (b pd 176173) lfonlan ..... ftl and H [)olONI ...... t ... to Lyl• D Mar,n ard All Anna ff Jllnnlult,, CY II W Tht ptnor lot 12 !f()rthwHttrn Garden tt ~ pgl lT pg 90 ICC! II lift& 1 t the sw ool' th Ml7 11111 111,. Un• or 300 r, r th JtlY · .·\ pl'll• the!' 11 ne or ed lot 135 rt I th I p1'1lw th• If· uneor '· 1d lot, 3o:> rt: th 1117 &11 the S Un• or Id lcit. to pob,,. · , !COW., . SUBJ TO right gmt~ to tllepub11a in the Didiatn ot lh• plt , ""etrv oov contained it, the pltot 114 ad\'ln., an 1&1ea,t grntd to Pu&•t Snd 1'111• • L1t1 oo., U #3728Jm XClf Olt (ml Lo PS'l'('IO 1858~1 ohk+ • . ;I;/, ,,iv .. '<"~_· :·,, __ ; -U 'cI~ $11), (tx pd 1613,1)· 11~1196 ~ $4. 95 irt:r ·"·'° lt:r ' ,, .... Lt lt. llol'thn•'•rn O..l"den 1'nat• D1Y 15 Yel. 117 pUa Pl 90" kow COY ltJ te Olf 111 thl'\I Ol' undel' ed tp and not otben1N zen elt Ill to tp .125 Dex Hol'ton tld ATIC B-1182916 B ' .. '.:' COMMITMENT FOR TITLE INSURANCE 7/1s-jos- CHICAGO TITLE INSURANCE COMPANY ClilCAGO TITLE INSURANCE COMP ANY, a Missouri corporatioo, herein called the Compaoy, for a valuable coosideratioo, hereby commits to issue its policy or policies of title insuraoce, as identified in Schedule A, in favor of the proposed Insured named in Schedule A, as owner or mongagee of the estate or interest covered hereby in the laod described or referred to in Schedule A, upoo payment of the premiums and charges therefore; all subject to the provisions of Schedules A and B aod to the Exclusions from Coverage (appearing herein) aod to the Conditions aod Stipulations hereof. This Commitment shall be effective only when the identity of the proposed Insured aod the amount of the policy or policies committed for have been insened in Schedule A hereof by the Compaoy, either at the time of the issuaoce of this Commitment or by subsequent endorsemeot. This Commitment is preliminary to the issuance of such policy or policies of title insuraoce aod all liability and obligations hereunder shall cease and terminate six months after the effective date hereof or wheo 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 Compaoy. In Wilness Whereof, ClilCAGO TITLE INSURANCE COMPANY has caused this commitment to be signed and sealed as of the date of policy shown in Schedule A, the policy to become valid when countersigned by ao authorized signatory. Issued by: CHICAGO TITLE INSURANCE COMPANY 3400 BANK OF AMERICA TOWER 701 5TH AVENUE SEATTLE, WA 98104 (206) 628-5666 ~@©~u ~@ AUG O 8 2005 K.C. D.D.E.S. Fonn C 9800 (Reprinted 09/00) CHICAGO TITLE INSURANCE COMPANY By: President AITESTc Lo550040 ® CHICAGO TI1LE INSURANCE COMP ANY 701 FIFTH A VENUE, #3400, SEA TILE, WA 98104 Order No.: 001158792 YourNo.: SPAETH PROPER TY ADDRESS: 12212 SOUTHEAST 192ND STREET RENTON, WASHINGTON98058 CHARLES SPAETH 6839 RA VENNAA VENUE NORTHEAST SEATTLE, WASHINGTON98115 ATTN: 1/1 Enclosed are your materials on the above transaction. If you have any questions regarding these materials, please contact us. Thank you for this opportunity to serve you. <<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> DOWNfOWNTITLE UNIT (UNIT4) DOUGPITTMAN LINDA JACKSON KEITH DOTIER BOB ANDERSON ANDREA BUDNICK NELLIE KUMAR HUNG NGUYEN SHARLEEN LAMBARD MATTHEW SCHMALL TELEPHONE: (206) 628-5600 FAX: (206) 628-4725 SENIOR TITLE OFFICER (E-MAIL: DOUG.PITTMAN@CIT.COM) SENIOR TITLE OFFICER (EMAJL: LINDAJACKSON@CIT.COM) SENIOR TITLE OFFICER (E-MAJL: KEITH.DOTIER@CIT.COM) SENIOR TITLE OFFICER (E-MAJL: BOBANDERSON@CIT.COM) TITLE OFFICER (E-MAJL: ANDREA.BUDNICK@CIT.COM) TITLE OFFICER (E-MAJL: NELLIE.KUMAR@CIT.COM) ASSISTANT TITLE OFFICER (E-MAJL: HUNG.NGUYEN@CIT.COM) TITLE TECHNICIAN (E-MAIL: SHARLEEN.LAMBARD@CIT.COM) TITLE TECHNICIAN (E-MAJL: MATTHEW.SCHMALL@CIT.COM) <<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> TlTLETll/RDA/r:n:F) @ CHICAGO TITLE INSURANCE COMP ANY 701 FIFfH A VENUE, #3400, SEA TILE, WA 98104 PHONE: (206)628-5600 FAX: (206)628-4725 ORDER NO: YOUR NO: UNIT NO: LOAN NO: 001158792 SPAETH 04 SUPPLEMENTAL COMMITMENT #2 0 R D E R R E F E R E N C E I N F O R M A T I O N SUPPLEMENTAL NUMBER: SELLER: PURCHASER/BORROWER: PROPERTY ADDRESS: 2 TIM COGGER CHARLES SPAETH 12212 SOUTHEAST 192ND STREET RENTON, WASHINGTON 98058 Our Title Commitment dated 02/18/05 at 8:00 A.M. is supplemented as follows: PARAGRAPH NUMBER(S) 4 HAS (HAVE) BEEN AMENDED AS FOLLOWS: 1. GENERAL AND SPECIAL TAXES AND CHARGES, PAYABLE FEBRUARY 15, DELINQUENT IF FIRST HALF UNPAID ON MAY l, SECOND HALF DELINQUENT IF UNPAID ON NOVEMBER 1 OF THE TAX YEAR (AMOUNTS DO NOT INCLUDE INTEREST AND PENALTIES): YEAR: TAX ACCOUNT NUMBER: LEVY CODE: ASSESSED VALUE-LAND: ASSESSED VALUE-IMPROVEMENTS: GENERAL & SPECIAL TAXES: 2005 619900-0241-07 4250 $ 84,000.00 $123,000.00 BILLED: $ 2,717.13 PAID: $ l,358.57 UNPAID: $1,358.56 THERE HAS BEEN NO CHANGE IN THIS COMMITMENT SINCE FEBRUARY 18, 2005, EXCEPT AS SHOWN HEREIN ABOVE AND ON SUPPLEMENTAL(S) 1. JULY 15, 2005 AUTHORIZED BY: MATTHEW SCHMALL SUPPCOM2/RDA/0999 ® CHICAGO TITLE L,.~URANCE COMPANY 701 FIFTH A VENUE, #3400, SEATTLE, WA 98104 PHONE: (206)628-5600 FAX: (206)628-4725 ORDER NO: YOUR NO: UNIT NO: LOAN NO: 001158792 SPAETH 04 SUPPLEMENTAL COMMITMENT 0 R D E R R E F E R E N C E I N F O R M A T I O N SUPPLEMENTAL NUMBER: SELLER: PURCHASER/BORROWER: PROPERTY ADDRESS: 1 TIM COGGER CHARLES SPAETH 12212 SOUTHEAST 192ND STREET RENTON, WASHINGTON 98058 Our Title Commitment dated 02/18/05 at 8:00 A.M. is supplemented as follows: THE FOLLOWING PARAGRAPH(S) HAS (HAVE) BEEN ADDED TO OUR COMMITMENT: PARAGRAPH NUMBER 9: 1. MATTERS DISCLOSED BY SURVEY RECORDED UNDER RECORDING NUMBER 20050706900010, AS FOLLOWS: S.E. CORNER OF BUILDING APPURTENANT TO THE NORTHERLY ADJOINER ENCROACHES 6.8 FEET MORE OR LESS ONTO SAID PREMISES. WOOD AND CHAIN LINK FENCES MEANDER ON THE EAST AND WEST LINE OF SAID PREMISES. EXCEPT AS TO THE MATTERS SET FORTH HEREINABOVE, THE TITLE TO THE PROPERTY COVERED BY THIS ORDER HAS NOT BEEN REEXAMINED. JULY 12, 2005 AUTHORIZED BY: ANDREA BUDNICK SUPPLCOM/RDA/0999 /.i::==:t; zD ··Q " ·. i ... o s --~ w ~ w 0 .., I[ ~ ~ ~ J f:j <"l I ' ~" c,O "'~ "'.j ~ ."'t:, ' ' iL~"1--i7~~~.....z;;=~j-~d~4 le,..," ><"' C) "~til ~ 0 ~ vj ttj ::ti ~ c~ §!'ii"'£ I::, '"'3~~~ ! l ' i I~ ~ !la I~ 'i I~ • ' ~ ;i ~ ;; '~ ~I~ ~I , ' ' ·· ... \ a. 1-" \ ij I ' ···· .. ·: .. ~'"-::c.:i-~ 0 ".I ~~}&J "',, 0, ~.til~~ VJ § '1?: til til "'><'" ~ '<: ~ yl "':'I "<: f::"-o,.<- :-, :'I -X X ! ' .~·=· ----r==~&~\:==i~~~S,;,i,=..L--l. ,; __ !~"1_;· ~ .,. 9.~ N. CENTl<AL, ;li·tE. f!IO.L, KENT, WA 08032 (2S3)852\oi_f880 (local) ·,,.1,_r 1-(800)251-0!89 (!.:,II fro) i "'\: (2S3)B5~~9SS (fQ~) is .. E-MAIL: cnl~cramer.,w,com :11 DRAWN BY:T E..C.z,. (ll;ECKED :ay, o.e.i-! ] JOB NO.;.Z,::CJ!i-056-'" .• cAi:L-!";ll'' SHT.:r i,/ I O.&.TE,4 2'5 z:::o:; -------------J.1;,!'::::;j~! !C·~: •.,,., .. s.c. 1/<. ~--~ 1/~ SURVEYOR'S CERTIFICATE THIS t.lAP COR:lECTl Y REPRESENTS A SURVEY M~OE 9Y ME OR UNDER MY OtliECTION IN CONFORMANCE WITl-1 THE REQUIREMENTS Of THE SURVE'/ RECORD!NG ACT AT -,,E REQUEST OF CHJ.R' f"' "'"AETH 1N ~c· ZG0!5 -_12.,,,,_ ,,, ML P,L,S. CERnr1c.11.TE NO. 40C!6 ---_:, RECORDER'S CERTIFICATE rlLW FOR RECORC T~IS __ {e __ DAY Of .M.,,,_ __ W~ AT ~IN VOLU'-1£...l..ELor ~ AT ?AGE S!i1.__ /1 ,' ' xi. t1 T Tl'E 1na1 CST OF 1,,4 .... )~ l),,...;,il.,..,.. ~ ~t: RECORD t<O. 200507069000/0 r I N 0 0 '" 0 ... 0 ~ -() CHIC iO TI1LE INSURANCE CO 701 FIITH A VENUE, #3400, SEATILE, WA 98104 A.L.T.A. COMMITMENT SCHEDULE A Title Unit: Phone: Fax: Officer: U-04 (206)628-5600 (206)628-4725 CustomerNumber: SPAETH Buyer(s): CHARLES SPAETH DOUG, LINDA, KEITH, BOB, ANDREA, NELLIE Commitment Effective Date: FEBRUARY 18, 2005 at 8:00AM. ANY Order No,: ~ ... 1 . Policy or Policies to be issued: PREMIUM APPLICABLE BEIWEEN $180,001.00 -$200,000.00 1158792 ALTA Owner's Policy 1992 STANDARD Amount: $200,000.00 Premium: 70% RESIDENTIAL RESALE RATE Tax: 602.00 52.98 Proposed Insured: CHARLES SPAETH, PRESUMPTIVELY SUBJECT TO THE COMMUNITY INTEREST OF A SPOUSE, II< MARRIED Policy or Policies to be issued: ALTA Loan Policy Proposed Insured: Policy or Policies to be issued: ALTA Loan Policy Proposed Insured: Amount: Premium: $0.00 Tax: Amount: $0. oo Premium: Tax: 2 . The estate or interest in the land which is covered by this Commitment is: FEE SIMPLE 3 . Title to the estate or interest in the land is at the effective date hereof vested in: TIMOTHY W. COGGER, WHO ACQUIRED TITLE AS TIM COGGER AND MONICA J. COGGER, WHO ACQUIRED TITLE AS MONICA COGGER, HUSBAND AND WIFE 4 . The land referred to in this Commitment is described as follows: SEE ATTACHED LEGAL DESCRIPTION EXHIBIT COMMA804/2 CHICAGO TITLE INSURANCE COMPANY A.L.T.A. COMMITMENT SCHEDULEB Order No.: 1158792 Your No.: SPAETH Schedule B of the policy or policies to be issued will contain exceptions to the following matters unless the same are disposed of to the satisfaction of the Company. GENERAL EXCEPTIONS A. Rights or claims of parties in possession not shown by the public records. B. Encroachments, overlaps, boundary line disputes, or other matters which would be disclosed by an accurate survey and inspection of the premises. C. Easements, or claims of easements, not shown by the public records. D. Any lien, or right to a lien, for contributions to employee benefit funds, or for state workers' compensation, or for services, labor, or material heretofore or hereafter furnished, all as imposed by law, and not shown by the public records. E. Taxes or special assessments which are not shown as existing liens by the public records. F. Any service, installation, connection, maintenance, tap, capacity or construction charges for sewer, water, electricity, other utilities, or garbage collection and disposal. G. Reservations or exceptions in patents or in Acts authorizing the issuance thereof; Indian tribal codes or regulations, Indian treaty or aboriginal rights, including easements or equitable servitudes. H. Water rights, claims, or title to water. I. 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 mortgage thereon covered by this Commitment. SPECIAL EXCEPTIONS FOLLOW WLTACOMB/RDA/0999 CHICAGO TITLE INSURANCE COMPANY A.L.T .A. COMMITMENT SCHEDULEB (Continued) ..• OrderNo.: 001158792 Your No.: SPAETH SPECIAL EXCEPTIONS A 1. RESTRICTIONS CONTAINED IN SAID PLAT AS FOLLOWS: NO LOT OR PORTION OF A LOT IN THIS PLAT SHALL BE DIVIDED AND SOLD OR RESOLD OR OWNERSHIP CHANGED OR TRANSFERRED WHEREBY THE OWNERSHIP OF ANY PORTION OF THIS PLAT SHALL BE LESS THAN THE AREA REQUIRED FOR THE USE DISTRICT STATED ON THIS PLAT; NAMELY THIRTY-FIVE THOUSAND (35,000) SQUARE FEET FOR S-1 SUBURBAN USE, WITH A MINIMUM LOT OR TRACT WIDTH OF ONE HUNDRED AND THRITY FIVE (135) FEET; WATER TO BE SECURED FROM LOCAL IMPROVEMENT DISTRICT; SEWAGE DISPOSAL TO BE BY USE OF SEPTIC TANKS AND DISPERSAL FIELDS OF APPROVED DESIGN. B 2. RIGHT OF THE PUBLIC TO MAKE NECESSARY SLOPES FOR CUTS OR FILLS UPON SAID PREMISES IN THE REASONABLE ORIGINAL GRADING OF STREETS, AVENUES, ALLEYS AND ROADS AS DEDICATED IN THE PLAT. c 3. PAYMENT OF THE REAL ESTATE EXCISE TAX, IF REQUIRED. THE PROPERTY DESCRIBED HEREIN IS SITUATED WITHIN THE BOUNDARIES OF LOCAL TAXING AUTHORITY OF UNINCORPORATED KING COUNTY. PRESENT RATE IS 1.78%. ANY CONVEYANCE DOCUMENT MUST BE ACCOMPANIED BY THE OFFICIAL WASHINGTON STATE EXCISE TAX AFFIDAVIT. THE APPLICABLE EXCISE TAX MUST BE PAID AND THE AFFIDAVIT APPROVED AT THE TIME OF THE RECORDING OF THE CONVEYANCE DOCUMENTS. D 4. GENERAL AND SPECIAL TAXES AND CHARGES, PAYABLE FEBRUARY 15, DELINQUENT IF FIRST HALF UNPAID ON MAY 1, SECOND HALF DELINQUENT IF UNPAID ON NOVEMBER 1 OF THE TAX YEAR (AMOUNTS DO NOT INCLUDE INTEREST AND PENALTIES) : YEAR: TAX ACCOUNT NUMBER: LEVY CODE: ASSESSED VALUE-LAND: ASSESSED VALUE-IMPROVEMENTS: GENERAL & SPECIAL TAXES: 2005 619900-0241-07 4250 $ 84,000.00 $123,000.00 BILLED: $ 2,717.13 PAID: $ 0. 00 CLTACMBI/RDA/0999 CHICAGO TITLE INSURANCE COMPANY A.L.T .A. COMMITMENT SCHEDULEB (Continued) Order No.: 1158792 Your No.: SPAETH SPECIAL EXCEPTIONS UNPAID: $ 2,717.13 ... NOTE: IF THE TAX AMOUNT IS NOT EVENLY DIVISIBLE INTO TWO PAYMENTS, KING COUNTY WILL REQUIRE THE HALF PAYMENT BE ROUNDED UP TO THE NEXT CENT. FAILURE TO ROUND UP THE HALF PAYMENT MAY RESULT IN REJECTION OF THE TAX PAYMENT BY THE COUNTY. E 5. DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF: GRANTOR: TRUSTEE: BENEFICIARY: AMOUNT: DATED: RECORDED: RECORDING NUMBER: LOAN NUMBER: TIMOTHY W. COGGER, WHO ACQUIRED TITLE AS TIM COGGER AND MONICA J. COGGER, WHO ACQUIRED TITLE AS MONICA COGGER, HUSBAND AND WIFE HAND L SERVICES, INC. WELLS FARGO HOME MORTGAGE, INC. $156,000.00 FEBRUARY 13, 2003 MARCH 4, 2003 20030304001245 0025811126 THE AMOUNT NOW SECURED BY SAID DEED OF TRUST AND THE TERMS UPON WHICH THE SAME CAN BE DISCHARGED OR ASSUMED SHOULD BE ASCERTAINED FROM THE HOLDER OF THE INDEBTEDNESS SECURED. F 6. TITLE IS TO VEST IN CHARLES SPAETH, AND WILL THEN BE SUBJECT TO THE FOLLOWING MATTERS SHOWN AT PARAGRAPH(S) 7 AND 8. ~ 7. MATTERS WHICH MAY BE DISCLOSED BY A SEARCH OF THE RECORDS AGAINST THE NAME OF THE SPOUSE OF CHARLES SPAETH, IF MARRIED. H 8. IF THE PROPOSED INSURED IS A MARRIED PERSON ACQUIRING TITLE AS HIS/HER SEPARATE ESTATE, WE WILL REQUIRE A DEED BE EXECUTED BY THE SPOUSE OF THE PROPOSED INSURED TO ESTABLISH SEPARATE PROPERTY. A DEED FROM THE SPOUSE WILL NOT ELIMINATE THE REQUIREMENT THAT BOTH SPOUSES EXECUTE ANY NEW MONETARY ENCUMBRANCES TO COMPLY WITH THE AUTOMATIC HOMESTEAD PROVISIONS OF RCW 6.13.060 IF BOTH SPOUSES INTEND TO RESIDE ON THE PROPERTY. CL TACMB2/RDA/OIJ99 I NOTE 1: CHICAGO TITLE INSURANCE COMPANY A.L.T .A. COMMITMENT SCHEDULEB (Continued) OrderNo.: 1158792 Your No.: SPAETH SPECIAL EXCEPTIONS ·~ THE OWNER'S POLICY TO BE ISSUED WILL CONTAIN THE ADDITIONAL PROTECTION ENDORSEMENT FOR HOME OWNERS PROVIDED THERE IS LOCATED ON THE LAND A ONE TO FOUR FAMILY RESIDENTIAL STRUCTURE IN WHICH THE PROPOSED INSURED RESIDES OR INTENDS TO RESIDE. J NOTE 2: COUNTY RECORDS INDICATE THAT THE ADDRESS OF THE IMPROVEMENT LOCATED ON SAID LAND IS: 12212 SOUTHEAST 192ND STREET RENTON, WASHINGTON 98058 Jt NOTE 3: EFFECTIVE JANUARY 1, 1997, DOCUMENT FORMAT AND CONTENT REQUIREMENTS HAVE BEEN IMPOSED BY WASHINGTON LAW. FAILURE TO COMPLY WITH THE FOLLOWING REQUIREMENTS MAY RESULT IN REJECTION OF THE DOCUMENT BY THE COUNTY RECORDER OR IMPOSITION OF A $50.00 SURCHARGE. FIRST PAGE OR COVER SHEET REQUIREMENTS: 3" TOP MARGIN CONTAINING NOTHING EXCEPT THE RETURN ADDRESS. l" SIDE AND BOTTOM MARGINS CONTAINING NO MARKINGS OR SEALS. TITLE(S) OF DOCUMENTS. RECORDING NO. OF ANY ASSIGNED, RELEASED OR REFERENCED DOCUMENT(S). GRANTORS NAMES (AND PAGE NO. WHERE ADDITIONAL NAMES CAN BE FOUND). GRANTEES NAMES (AND PAGE NO. WHERE ADDITIONAL NAMES CAN BE FOUND). ABBREVIATED LEGAL DESCRIPTION (AND PAGE NO. FOR FULL DESCRIPTION). ASSESSOR'S TAX PARCEL NUMBER(S). RETURN ADDRESS (IN TOP 3" MARGIN). **A COVER SHEET CAN BE ATTACHED CONTAINING THE ABOVE FORMAT AND DATA IF THE FIRST PAGE DOES NOT CONTAIN ALL REQUIRED DATA. ADDITIONAL PAGES: ·1" TOP, SIDE AND BOTTOM MARGINS CONTAINING NO MARKINGS OR SEALS. ALL PAGES: NO STAPLED OR TAPED ATTACHMENTS. EACH ATTACHMENT MUST BE A SEPARATE PAGE. ALL NOTARY AND OTHER PRESSURE SEALS MUST BE SMUDGED FOR VISIBILITY. FONT SIZE OF 8 POINTS OR LARGER. ALL INFORMATION MUST BE LEGIBLE AND CAPABLE OF BEING IMAGED. CLTACMB2/RDA/C999 CHICAGO TITLE INSURANCE COMPANY A.L.T .A. COMMITMENT SCHEDULEB (Continued) Order No.: 1158792 Your No.: SPAETH SPECIAL EXCEPTIONS ·~ THE FOLLOWING MAY BE USED AS AN ABBREVIATED LEGAL DESCRIPTION ON THE DOCUMENTS TO BE RECORDED TO COMPLY WITH THE REQUIREMENTS OF RCW 65.04. SAID ABBREVIATED LEGAL DESCRIPTION IS NOT A SUBSTITUTE FOR A COMPLETE LEGAL DESCRIPTION WHICH MUST ALSO APPEAR IN THE BODY OF THE DOCUMENT: LOT 12, VOLUME 47 OF PLATS, PAGE 90. END 01' SCHEDULE B CLTACMB2/RDA/0999 Order Number: CHICAGO TITLE INSURANCE COMPANY (Member of the Pidclify National Financial, Inc. group of companies) PIDELfIY NATIONAL FINANCIAL GROUP OF COMPANlES' PRNACY STATEMENT JLlL Y 1. 2001 We recognize and respect the pnvacy expcctatmns of today's consumers and the requirements of applicable federal and state privacy laws. We believe that making you aware of how we use your non-public personal information ("Personal Information~), and to whom it ,s disclosed, will form the basis for a relationship of trust between us and the public that we serve. This Privacy Statement provides that explanation. We rcsc:r.i: the right to change this Privacy Statement from lime to time consistent with applicable privacy laws. IN TIIE COURSE OF OUR BUSINESS, WE MAY COLLECT PERSONAL INFORMATION ABOllf YOU FROM TIIE FOLLOWING SOURCES: • from applications or other forms we receive from you or your authorized representative; • From your transactions with, or from the services being performed by us, our affiliates, or others; • From our internet web sites; • From the public records maintained by governmental entities that we either obtain directly from those entities, or from our affiliates or others; and • From consumer or other reponing agencies. OURPOUCIES REGARDINGTIIE PROTECTION OFTIIE CONPIDENTIALfIY AND SECURfIY OF YOUR PERSONAL INFORMATION We m.aintain physical, electronic and procedural safeguards to protect )OUT Personal Information from unauthorized access c;,r intrusion. We limit access to the Personal Information only to those employees who need such access in connection with providing products or services to you or £or other legjtimate business purposes. OUR POLICIES AND PRACTICES REGARDING TIIE SHARING OF YOUR PERSONAL INFORMATION We may share your Personal Information with our affiliates, such as insurance companies, agents, and or her real estate settlement service providers. We also may disclose your Personal Inrormation: • to agents, brokers or representatives to provide you with services you have requested; • to third4 party contractors or service providers who provide SCIV1ces or perform marketing or other functions on our behalf; and • to others with whom w.e enter into joint marketing agreements for products or services that we believe you may find of interest. In addition, we will disclose your Personal Information when you direct or give us permission, when we are required by law to do so, or when we suspect fraudulent or criminal activities. We also may disclose your Per50nal lnforrnation when otherwise permitted by applicable privacy laws such as, for example, when disclosure is needed to enforce our rights arising out or any agreement, transaction or relationship with you. One of the important responsibilities or some of our affiliated companies is to record documents in the public domain. Such documents may contain your Personal Information. RIGIITTO ACCESS YOUR PERSONAL INFORMATION AND ABILfIY TO CORRECT ERRORS OR REQUEST CHANGES OR DELETION Certain states afford you the right to access your Personal Information and. under certain circumstances, to find out to whom your Personal Information has been disclosed. Also, certain states afford you the right to request correction, amendment or deletion of your Personal Information. We reserve the right, where permitted by law, lo charge a reasonable fee to cover the costs incurred in responding to such requests. All requests must be made in vmting to the following address: Privacy Compliance Officer Fidelity :\ational Financial, lnc. ~050 Calle ReaL Suite 220 Santa Barbara. G\ 931 lU MULTIPLE PRODUCTS OR SERVICES If we provide you with more chan on~ financial prnduct or scr,icc. !"·ou ma~· rcccJ\'C more than one privacy notice from us. We apologize for any inconvenience this may cause you CHICAGO TITLE INSURANCE COMPANY A.L.T .A. COMMITMENT SCHEDULE A (Continued) OrderNo.: 1155792·~ Your No.: SPAETH LEGAL DESCRIPTION EXHIBIT (Paragraph 4 of Schedule A continuation) THAT PORTION OF LOT 12, NORTHWESTERN GARDEN TRACTS DIV. NO. 5, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 47 OF PLATS, PAGE(S) 90, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER; THENCE NORTHERLY ALONG THE WESTERLY LINE 300 FEET; THENCE EASTERLY PARALLEL WITH THE SOUTH LINE OF SAID LOT 135 FEET; THENCE SOUTH PARALLEL WITH THE WEST LINE OF SAID LOT, 300 FEET; THENCE WESTERLY ALONG THE SOUTH LINE OF SAID STREET TO THE POINT OF BEGINNING. CLTACMNi/ROA/0999 This sketch is not based upon a survey of the property described in Order No. of Chicago Title Insurance Company. It is furnished without ch-arge solely for the purpose of assisting in locating the said premises. It does not purport to show all roads or easements. The company assumes no liability for inaccuracies therein. Lor /2..... W l--------=----=--=---------;:-,--;-;::--;,,.-r-=c:..:.::--,-, • .,7;;;,::-. ,,--.s,----'I ' 1,-z_:,.,z. /60,,(J /l~',..... • V IJ) .. ' 1S.06 1%.tJ ' ~ I \u 'cl fl\ I "!' i Iii > ~ ! --. ' . ---. --.. , '\ llj------· .., -.J I 'I '"' l ~ ! 17 , ,s.s.08 , .JJ5.3Z. 1----===:::.----1" fl ~ 0 ~ n \II I\J ,.. 8 "' I\ I\ Ill .. 157. /0 + "' "' ... ..... . " // • .. ., J 3 .. 1/\. 1 N EXCLUSIONS (Cont'd.) 4. Any claim, which arises out of the transaction vesting in the Insured the estate v, interest insured by this policy, by reason of the operation of federal bankruptcy, state insolvency, or similar creditors' rights laws, that is based on: (i) the transaction creating the estate or interest insured by this policy being deemed a fraudulent conveyance or fraudulent transfer; or (ii) the transaction creating the estate or interest insured by this policy being deemed a preferential transfer except where the preferential transfer results from the failure: (a) to timely record the instrument of transfer; or (b) of such recordation to impart notice to a purchaser for value or a judgment or lien creditor. ALTA LOAN POLICY FORM (10-17-92) The following matters are expressly excluded from the coverage of this policy and the Company will not pay loss or damage, costs, attorneys' fees or expenses which arise by reason of: 1. (a) Any law, ordinance or governmental regulation (including but not limited to building and zoning laws, ordinances, or regulations) restricting, regulating, prohibiting or relating to (i) the occupancy, use, or enjoyment of the land; (ii) the character, dimensions or location of any improvement now or hereafter erected on the land; (iii) a separa- tion in ownership or a change in the dimensions or area of the land or any parcel of which the land is or was a part; or (iv) environmental protection, or the effect of any violation of these laws, ordinances or governmental regulations, except to the extent that a notice of the enforcement thereof or a notice of a defect, lien or encum- brance resulting from a violation or alleged violation affecting the land has been recorded in the public records at Date of Policy. (b) Any governmental police power not excluded by (a) above, except to the extent that a notice of the exercise thereof or a notice of a defect, lien or encumbrance resulting from a violation or alleged violation affecting the land has been recorded in the public records at Date of Policy. 2. Rights of eminent domain unless notice of the exercise thereof has been recorded in the public records at Date of Policy, but not excluding from coverage any taking which has occurred prior to Date of Policy which would be binding on the rights of a purchaser for value without knowledge. 3. Defects, liens, encumbrances, adverse claims or other matters: (a) created, suffered, assumed or agreed to by the insured claimant; (b) not known to the Company, not recorded in the public records at Date of Policy, but known to the insured claimant and not disclosed in writing to the Company by the insured claimant prior to the date the insured claimant became an insured under this policy; (c) resulting in no loss or damage to the insured claimant; (d) attaching or created subsequent to Date of Policy (except to the extent that this policy insures the priority of the lien of the insured mortgage over any statutory lien for services, labor or material); or (e) resulting in loss or damage which would not have been sustained if the insured claimant had paid value for the insured mortgage. 4. Unenforceability of the lien of the insured mortgage because of the inability or failure of the insured at Date of Policy, or the inability or failure of any subsequent owner of the indebtedness, to comply with applicable doing business laws of the state in which the land is situated. 5. Invalidity or unenforceability of the lien of the insured mortgage, or claim thereof, which arises out of the transaction evidenced by the insured mortgage and is based upon usury or any consumer credit protection or truth in lending law. 6. Any statutory lien for services, labor or materials (or the claim or priority of any statutory lien for services, labor or materials over the lien of the insured mortgage) arising from an improvement or work related to the land which is con- tracted for and commenced subsequent to Date of Policy and is not financed in whole or in part by proceeds of the indebtedness secured by the insured mortgage which at Date of Policy the insured has advanced or is obligated to advance. 7. Any claim, which arises out of the transaction creating the interest of the mortgagee insured by this policy, by reason of the operation of federal bankruptcy, state insolvency, or similar creditors' rights laws, that is based on: (i) the transaction creating the interest of the insured mortgagee being deemed a fraudulent conveyance or fraudulent transfer; or (ii) the subordination of the interest of the insured mortgagee as a result of the application of the doctrine of equitable subordination; or (iii) the transaction creating the interest of the insured mortgagee being deemed a preferential transfer except where the preferential transfer results from the failure: (a) to timely record the instrument of transfer; or (b) of such recordation to impart notice to a purchaser for value or a judgment or lien creditor. • ® King County Department of Development and Environmental Services Land Use Services Division 900 Oakesdale Avenue SW Affidavit Concerning Critical Areas Compliance Renton, WA 98055-1219 206-296-6600 TTY 206-296-7217 For alternate formats, call 206-296-6600. STATE OF WASHINGTON ) ) ss COUNTY OF KING ) File Number: L.0'5> SO 040 Application Name: Ca3g er Sht0r7'--;l>/e£ t-- Project Location: / 2 2. / Z. :> E f.::9 :Z hd y: e~~~.. ~ The undersigned, being first duly sworn on oath deposes and says: 1. That the affiant is competent to be a witness herein; 2. That the affiant is the applicant for the above project; 3. That to the best of the affiant's knowledge the critical areas on the development proposal site have not been illegally altered; and 4. That the affiant has not previously been found to be in violation of critical areas regulations for any property in King County, or alternatively, that if there have been any violations, such violations have been/are being cured to the satisfaction of King County. Date and Place (City and State) I certify under penalty of perjury under the laws of the State of Washington that the foregoing is true and correct. @i s. -~ !=' .i' ". ,-=@ 0 _::, 1,1~, :='. ,I ,; /::, D -___, ~~ L u 1J A"~ 0 8 -. i.JiJ 2005 Check out the DDES Web site at www.metrokc.gov/ddes K. C · D. D. E. S. AffidavitSensltiveCritlcalAreasCompliance lc-aff-sacomp.pdf 12/19/03 Page 1 of 1 MAIN FILE Cc§) ,, . STATE OF WASHINGTON ) ) ss. COUNTY OF KING ) On this 3r day of f\-u.~ If <;;f 2005, before me, a Notary Public in and for the State of Washington, personally appeare Tim Cogger, personally known to me ( or proved to me on the b · satisfactory evidence to be the person who executed this instrument, on oath stated t at he was authonze to execute the instrument, and acknowledged it to be the free and voluntary act and deed for the uses and purposes mentioned in the instrument. TN WITNESS WHEREOF, I have hereunto set my hand and official seal the day and year first above written. NOTARY PUBLIC in and for the State of Washington, ~ residing at Y; ~ ~Jn:~:fnt::fN K:78 5. LYNDA ISERNIO STATE OF WASHINGTON NOTARY --o--PUBLIC MY COMI.USSION EXPIRES 6+07 ·' "iM !=!LE COPY ® King County Department of Development and Environmental Services Land Use Services Division 900 Oakesdale Avenue Southwest State Environmental Policy Act (SEPA) Checklist ~:!~;~:~ing~ ~~~~ei,~i~17 For alternate formats, call 206-296-6600. Purpose of the checklist -, The State Environmental Policy Act (SEPA), RC~ Chapter 43.21 C, requires all governmental agencies to consider the environmental impacts of a proposal before making decisions. An environmental impact statement (EIS) must be prepared for all proposals with probable significant adverse impacts on the quality of the environment. The purpose of this checklist is to provide information to help you and the agency identify impacts from your proposal (and to reduce or avoid impacts from the proposal, if it can be done) and to help the agency decide whether an EIS is required. \ Instructions for the applicants / This environmental checklist asks you to describe some basic information about your proposal. Governmental agencies use this checklist to determine whether the environmental impacts of your proposal are significant, requiring preparation of an EIS. Answer the questions briefly with the most precise information known, or give the best description you can. \ \ I \ You must answer each quesij\)n accurately an carefully to the best of your knowledge. In most cases, you should be\\lble to' nswer th questions from your own observations or project plans without the need to hir experts If you really do not know the answer or if a question does not apply'\o your p osal, rite "do not know" or "does not apply". Complete answers to the quesUpns now y av id unnecessary delays later. Some questions ask about gave mental regu ions such as zoning, shoreline and landmark designations. Answer\ ese questions if you can. If you have problems, the governmental agencies can assi you. The checklist questions apply to a parts of your proposal even if you plan to do them over a period of time or on different parcels of land. Attach any additional information that will help describe your proposal or its environmental effects. The agency to which you submit this checklist may ask you to explain your answers or provide additional information reasonably related to determining if there may be~signific~nt ~d~e.;~e~ [ID impacts. C 1 "' J': i = " \ ·,11 1 = 0 '!~\~)LJLJ \_ b IL A0G O 8 2005 MAINFtLEco K.C. D.D.E.S. PY SEPA Checklist lo-ci<l-SEPA.pdf 04/0112005 Page 1 of 19 L.OSSO O '-1,0 A. Background 1. Name of the proposed project, if applicable: CO;jj~,.. sA~rl" P/a r 2. Name of applicant: 3. Address and phone number of applicant and contact person: c,,a,../es s~~r-A '-8'3~ RC4V~n"'1q Av~. /VE ~ff/C"".., ?vA 9&-1/ S' 4. Date checklist prepared: , /. '8/Jf;ds-' 5. Agency requesting checklist: -A J 1' "-/.::._5 /<1n'fl Caun,yJ µ£J 6. Proposed timing or schedule (including phasing, if applicable): A;,.,Pl/cGt r-..-~ S't:A..b"n 1 /T-'~ o/6" /c,C"' • N~ /-'has"~ 1. Do you have any plans for future additions., expansion or further activity related to or connected with this proposal? If yes, explain. ;Vo 8. List any environmental information you know about that has been prepared, or wm be prepared, directly related to this proposal. SEPA ChecldiSI lc-cld-SEPA.pdf 04/0112005 Page 2 of 19 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. Non-e. 10. List any government approvals or permits that will be needed for your proposal, if known. K1J., Cou.nl-y I b/~ES ~),orf-Pie.. r ,,4;°/°/"CJVc.t./ f-eft)ll'~t:I'. 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 desttibe certain aspects of your proposal. You do not need to repeat those answers on this page. (Lead agencies may modify this form to include addrno, ,al specific information on project description.) S"-lo f-re s/cle~ ~,.'o.,/-use S Ac;-/- ~ /a. c-Ch a._/->_r'rc.X/~ec.n ')I 3~<::lOO ~· ./r".l /a~~. ~mr~ed 'Sl'1f'/~ ~,A us~. 12. Location of the p posal. Give sufficient information for a person to understand the precise location of your proposed project. including a street address, if any, and section, township and range, if known. If a proposal would occur over a range of area, provide the range or boundaries of the site{s). Provide a legal description, site plan, vicinity map and topographic map, if reasonably available. While you should submit any plans required by the agency, you are not required to duplicate maps or detailed plans submitted with any permit applications related to this checklist. 1~z..1z sc 192~d' S'r:1 R~~~, WA cpe,a,,;, {/t:>eP.Rd /;., rz..~ Q,"'.....,7Yi "" C) r ,,e ,t;>"" 1c,.,,,., . 7a;c. i.or 6/<?"?t:>0-024//-t::>7 Lei-/2:i_ v~I. ~7 or P/~t:s.,, ,.e:j~ CaW-Hry fr~~ SE sv.J S3 SEPA Clled<liat 04/0\/2005 ?age 3 of 19 TO BE COMPLETED BY APPLICANT B. Environmental elements 1. Earth a. General description of the site (circle or check one): :,g[Flat 'QRolling 0 Hilly D Steep slopes 0 Mountainous D b. What is the steepest slope on the site (approximate percent of slope)l 3 s '7'o 6 u t-e:,,. />! c0 ve r-. c::::a. 2.0 #. ;,-u;,. 0~42 rlA/-' ~ h', C) s rty ::,C~r: c. What general types of soil are found on the site (i.e., clay, sand, gravel, peat, muck)? If you know the classification of agricultural soilS, specify them and note any prime farmland. G/c,c./·o./ 74//,;:,;,4 c7r~ve/. d. Are there surface indications or history of unstable soils in the immediate vicinity? If so describe . .No e. Describe the purpose, type and approximate quantities of any filling 01 grading proposed. Indicate source of fiH. SEPA Checklist ic-ckl-SEPA.pdf 04/0112005 EVALUATION FOR AGENCY USE ONLY Page 4 of 19 TO BE COMPLETED BY APPLICANT f. Could erosion occur as a result of clea1 ing, construction or use? If so, generally describe. En:.>s/~ c:.e1u../d OC"CGl,,.. ,-·~ c/-,e.,,...DI' "5~ ca,..., eers~;y ;6c:_ c..41!" C./tJJ~ or .Q ro S/'CJ ~ t::~ ~A ,Ae,,,.,c.l ~, . g. About what percent of the site wilt be covered with impervious surfaces after project construction (i.e., asphalt or buildings)? A/>JJ'~x1~~'Y ~S.% h. Proposed measures to reduce or control erosion or other impacts to the earth, if any: , ,E,n:,S/t:J~ Ca>t1", e/ -4,,._,Cl'J' ~At' c-.,ce' Aa.y k/eo.s, .JZ. h. 2. Air a. What types of emissions to the air would result from the proposal (i.e., dust, automobile, odors, industrial wood smoke) during construction and when the project is completed? If any, generally describe and EVALUATION FOR AGENCY USE ONLY give approximate quantities if known? , • f/.ee,vr. cen,,s~t::./-t'~ ~v~~e~ dur/;,7 c~srr~ crrP'7\? ~ert-c/1-' e h0'1 e om•r ~0""1 re.st'a4t!H rs C"4,.-f!!,n/'.S.S /Cn.r. b. Are there any off-site sources of emissions or odor that may affect your proposal? If so, generally describe. SEPA Checl<list lc-d<~EPA.pdf 04101/2005 Page 5 of 19 TO BE COMPLETED BY APPLICANT c. Proposed measures to reduce or control emissions or other impacts to air, if any: 3. Water a. Surface: 1. ts there any surface water body on or in the immediate vicinity of the site (including year-round and seasonal streams, salt water, lakes, ponds, wetlands)? If yes, describe type and provide names. If appropriate, state what stream or river it flows into. /Vo 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. /Vo 3. Estimate the amount of fill and dredge material that would be placed or removed from surface water or wetlands and indicate the area of the site that would be affected. Indicate the source of fill material. Non-e SEPA Cl1ecklisl 04/01/2005 EVALUATION FOR AGENCY USE ONLY TO BE COMPLETED BY APPLICANT 4. Will the proposal require surface water withdrawals or diversions? Give general description, purpose and approximate quantities if known? No 5. Does the proposal tie within a 100-year floodplain? If so, note location on the site plan. 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 (i.e., domestic sewage; industrial, containing the following chemicals: ... ; agricultural; etc.) Describe the general size of the system, the number of such systems, the number of houses to be served (if applicable), or the number of animals or humans the system(s) are expected to $EPA Cheddiot serve. Nan€. /-fe;u$es ~ .zS-e_ Du1//-~,-// ,6~ en s~we/'. lo-d<J.SEPA.pdl 04/01/2005 EVALUATION FOR AGENCY USE ONLY Page7of19 TO BE COMPLETED BY APPLICANT c. Water runoff (including stormwater): 1. Descri~e the so~rce of 11.!noff (including storm:,':'ater) and method o1f collection and disposal, 1f any. Include quantities, 1f known. Where will this water flow? Will this water flow into other waters? if so, describe. A · s '-<. I" ..,tb C. e. G,4Je,C, Tit! ,-~ ,,., C) .r .,... e....1/ ..,e/c,w .,, ;, _,le d~ ~~ ~a?\ c:;:.. "" c£ d1s~rsal sx_.s~"7'1. S'ee Tee.~ . .:Z:17 ',4:; . ~ ~ o rr-' Ae ,e e-u r ~ StA..6 - h?, d-,cl' 1 ,C 4-,pre. .,, n :/e ~ v, "t'q'. 2. Could waste materials enter ground or surface waters? If so, I generally describe. No d. Proposed measures to reduce or control surface, ground and runoff water impacts, if any: • S'°n--i ~~ co//ect407\ ~.s r-e"':' ,J /h c./~ /'.H :J ot'c-- ~.,..., ~0"'1 . 4. Plants a. Check or circle types of vegetation found on the sfte: I Deciduous tree: alder, maple, aspen, other Evergreen tree: fir, cedar, pine, other Shrubs Grass Pasture D Crop or grain D Wet soil plants: cattail, buttercup, buffrush, skunk cabbage, other D Water plants: water lily, eelgrass, milfoil, other 00ther . . SEl'A Checklist ic-ckl·SEPA.pdl 04/Q1/2QOS EVALUATION FOR AGENCY USE ONLY Page 6 of 19 TO BE COMPLETED BY APPLICANT b. What kind and amount of vegetation win be removed or altered? EVALUATION FOR AGENCY USE ONLY S,r-e /S ne1r 4-eQ-v'l'/y v.,~A:,.r~~ Mos:r v~9e~~~ ~/ z5-c:_ ~~e>v-,qU'd""".;.,. 9 C"o~s ,'rc,t ct';,~ />re, C4 S.S. / c. List threatened or endangered species known to be on or near the site.j d. Proposed landscaping, use of native plants or other measures to preserve or enhance vegetation on the site, if any: 'St r.e (Aft I/ t.c../ ~ h? ... .4-e' ~ 6e_ /a~«sc~~ Ca-3-rS/-'ro,,,..,./ kn'~ ,5-/";-,9/-e -'f2.i--., /y n.s/'d~"" 'f'-r~ &cs..e. 5. Animals a. Check or circle any birds and animals which have been observed on r the site Jl! are known. to ~ on gr near the !ljte: '()ne l"t;;,~o~ ~ nt::rv~ r:>ee" .-A Birds: hawk, heron, eagle, songbirds, other o~seri/~q,. Cl Mammals: deer, bear, elk, beaver, other 0 Fish: bass, salmon, trout, herring, shellfish, other b. List any threatened or endangered species known to be on or near the site. No""e c. Is the site part of a migration route? If so, explain. l<Xkl-SEPA,P<lf 04/01/2005 I Page 9 of 19 TO BE COMPLETED BY APPLICANT d. Proposed measures to preserve or enhance wildlife, if any: M;, e a..../-'~ .rei /? r /~ k ,4.,,.-. ~/.n~/e -7'e,,..1-,/>y ~S/c/4!~ - ./rA-R 4:..se o.,, o s .. ~,-.// pe-,ru..t'. 6. Energy and natural resources a. What kinds of energy (electric, natural gas, oil, wood stove, solar) will be used to meet the completed project's energy needs? Describe whether it will be used for heating, manufacturing, etc. /Va /e-t rOA/ <$ees. b. Would your project affect the potential use of solar energy by adjacent properties? If so, generally descnbe. Alo c. What kinds of energy conservation features are included in the plans of this proposal? List other proposed measures to reduce or control energy impacts, if any: l-/owSe$ ?,vi'// .H"e.e.r- ~Sh/7h 5"~ Ener7 7 Cu::4. $EPA Checf<list lc-ckl-SEPA.pdf 04/01/2005 EVALUATION FOR AGENCY USE ONLY Page 10 ol 19 TO BE COMPLETED BY APPLICANT 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 !his proposal? If so, describe. ;Vo 1, Describe special emergency services that might be required. None 2. Proposed measures to reduce or control environmental health hazards, if any: ~,t-a./-'/'v~~.6'/e. b. Noise 1. What types of noise exist in the area which may affect your project (i.e., traffic, equipment, operation, other)? s ,!-r~-e. -f--;,,, o Is e . 2. What types and levels of noise would be created by or associated with the project on a short-term or long-term basis (i.e., traffic, construction, operation, other)? Indicate what hours noise would come from the site. , /l~a/lV, ""'?_VI JO l+l•~r "'?V' r~ de.,,,. f ,.,_, _ c~ s ,4-""! c ,4, "°"' . A,1 7 ~c,,-.k,,7 A~rs 3.. Proposed measures to reduce or control noise impacts, if any: SEPA Checklist NPn-' . WQJl"/C. dur17 p,QIAr~ IC-<:kl-SEPA.paf 04/0112005 EVALUATION FOR AGENCY USE ONLY Page11 of19 TO BE COMPLETED BY APPLICANT 8. Land and shoreline use a. What is the current use of the site and adjacent properties? I S:11--r7/e-4_,,,i de ~d<c,,i? O~ /a~e 4~. b. Has the site been used for agriculture? If so, describe. No c. Describe any structures on the site. a. Will any structures be demolished? If so, what? e. What is the current zoning classification of the sit~? j R-~-50 (R-eside~~~ 0 DU ~r ac:./',e,.J -Sb~ c.-~/ /o,,r. C)l/'erlav f. What is the current cmnprehensive plan designation of the site? / I R-to-so g. If applicable, what is the current shoreline master program designation! of the site? N/A- SEPA Checklist k:-ckl-5EPA.p(lf 04101/2005 EVALUATION FOR AGENCY USE ONLY Page 12 of 19 TO BE COMPLETED BY APPLtCANT h. Has any part of the site been classified as an •environmentally sensitive" area? If so, specify. /\lo i. Approximately how many people would reside or work in the . completedproject? f/.....r ...-..-7c..,iy ~,r~/e #1 'c!J.t-/,v~ ,,, $ /u:itA:.S~.S. f" /CJ~ ;io ~ j. Proposed measures to avoid or reduce displacement impacts, If any: k. Proposed measures to ensure the proposal is compatible with existing t and projected land uses and plans. if any: rrr:1~e f-e.u, // k_ ~ f- ~ a// Cou.~7 °2.o>J 1 7 ~,:,(e.. S?'-.:::tn ~a ,,. di~. 9. Housing a. Approximately how many units woutd be provided, if any? Indicate whether high, middle or low-income housing. 5 hous~.s M1·dd'/, £hCOH"I < I [ . b. Approximately how many units, if any, would be eliminated? Indicate I whether high, middle or low-income housing. I u~,-1-~ h de- ;no/1S,4-e~ -/oGV I~ c c,-u,,, -e . 7-:e n ~ "" r-I .s SEPA Clleddist lc-dcl-SEPA.pdf 04/0112005 EVALUATION FOR AGENCY USE ONLY Page 13 of 19 TO BE COMPLETED BY APPLICANT c. Proposed measures to reduce or control housing impacts, if any: N/A- 10. Aesthetics a. What is tlie tallest height of any proposed structure(s), not including antennas? What is the principal exterior building material(s) · proposed? b. What views in the immediate vicinity would be altered or obstructed?! /VClP?e c. Proposed measures to reduce or control aesthetic impacts, if any: 11. Light and glare a. What type of light and glare will the proposal produce? What time of day would it mainly occur? Mn e ,<noG</>1. b. Could light or glare from the finished project be a safety hazard or interfere with views? /Vo SEPA Cheokli$1 lc-ckl-SEPA.pdf 04/01/2005 EVALUAtlON FOR AGENCY USE ONLY Page 14 of 19 TO BE COMPLETED BY APPLICANT c. What existing off-site sources of light or glare may affect your proposal? /1/otte d. Proposed measures to reduce or control light and glare impacts, if any: 12. Recreation a. What designated and infonnal recreational opportunities are in the immediate vicinity? M/dd/~ &ul~ .,:,, b. Would the proposed project displace any existing recreational uses?I If so, describe. I M, c. Proposed measures to reduce or control impacts on recreation, including recreation opportunities to be provided by the project or applicant, if any: SEPA Checklist ~fh/'/T'teah~ t::Jh-S ,,?--e HC He:&..4;,,~ s-r CL ,"71 cA.~~/-ePf 7' k />n:,f//d,~ lc-ckl-SEPA.pdf 04/01/2005 EVALUATION FOR AGENCY USE ONLY Page 15 of 19 TO BE COMPLETED BY APPLICANT 13. Historic and cultural preservation a. Are there any places or objects listed on, or proposed for national, s~te or local preservation registers known to be on or next to the site? If so, generally descnl>e. /Ve,h. ;C~c,,~. b. Generally describe any landmarks or evidence of historic, t archaeological, scientific or cultural importance known to be on or next to the site. /V'ov,,e c. Proposed measures to reduce or control impacts, if any: 14. Transportation a. ldentffy public streets and highways serving the site, and describe proposed access to the existing street system. Show on site plans, if any. ~ ,'--e / .J a t:;l..t 4 c ~;, r-7'b s e l92Ad S<t'-. l-s E c:::a..;, ,a.psr-~~sr ar7':er,-'cc/. V-e 1,/ce.A./.:::,,,,- at:t:~S$ ~,.~~.,,t, St.16-co//-,.c.rcr 1.-f,-ee.#, b. Is site currently served by public transit? If not, what is the approximate distance to the nearest transit stop? Yes SEPA Checklist lcxl<I-SEPA.pdf 04/01/2005 EVALUATION FOR AGENCY USE ONLY Page 16 of19 TO BE COMPLETED BY APPLICANT c. How many parking spaces would the completed p1oject have? How many would the project eliminate'? . eac~ d~//,~ "'~ I' r t:.vr// .,h"'° t/~ Q..r /..;-e,~"",L o/ ~-f;,1r-e_ I ~ r .Q~· s,,.-a, c~ s. ~ ,-/c,1~ -.4;6;......,...,... JL,X I' s7'-r . c:;/e.c,,//,.~ __,,~ // 6«. e./, • I he:& r'°< c/, / l d. Will the proposal require any new roads or streets or improvements ·· to existing roads or streets, not including driveways? If so, gene1s1lly describe (indicate whether public or private). j we s . Oe C e .s: .s ~ // ,,Z><t! . .I>.:., ~~,w/y (' di"'ve/?~...-) /t1,,$M/.eq, ?_"6 /,, c roc:,d~. See ~,,~ ~c:y' / Q #t:?cn12~. e. Will the p1 oject use (or occur in the immediate vicinity of) water, rail or air transportation? If so, generally describe. /Vo f. How many vehicular trips per day would be generated by t~e · completed project? If known, indicate when peak volumes would occur. Un An a-./ n . ~~"}!' n-~s doe..s ~e eever~-<-&,1~7/c -~J d'~//,.,.;9 t:•-·7" ,D 'W~~ .7 / g. Proposed measures to reduce or control transportation impacts, if any: SEPA cneckli$1 lc-ckl-SEPA.pdf 04/01/2005 EVALUATION FOR AGENCY USE ONLY Page17 of19 TO BE COMPLETED BY APPLICANT ts. Public services a. Would the project result in an increased need for public services (i.e., fire protection, police protection, health care, schools, other}? If so, generally describe. f/.p S. l<;,(, ,n e. 0 ~er"$ ?< ~ e. f:l// ~Se servic..~.t.. b. Proposed measures to reduce or control direct impacts on public services, if any: /n:? r-N<: I 5c~oe,/ -;)??, ~--h d2-. rAeS 16. Utilities a. Check or circle utilities currently available at the site: g Electricity l =tgas Refuse service Telephone D Sanitary sewer 5 Septic system Se.e.-ver. --------------~- 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. All ~ a.~ar--e. (..L,,4.hh~:s,, EVALUATION FORAGE:NCY USE ONLY I h c.Pe.ec/',1 h'} See.¢' r,, a.....«.. /t"et-d~ ~Vei&//a,6/ie -feJ ~ Sir.a. h,~r"' Gos_.; ,P"J~r- fu-..,cl ;S;,er;cr y .. w.e-a~ l ~~r.: Soos C-e&,t d/a-r..r .,. S,'4/e.,... t?::>1'.s.f. $EPA Checklist ic-dd-SEPA.p<lf 04/01/2005 Page 18 of 19 c. Signature The above answers are true and complete to the best of my knowledge. I understand that the lead agency is relying on them to make its decision. • Signature: ~eu.e.s 4:.}~4-c~ -4¥//c4>1T C ~-,.. /~ .s W. 'S -.. ~ '°"' Datesubmitted: a~.... s-, 2.~ / . Check out the DOES Web site at www.metrokc.gov/ddes SEPA Cheddist lc-ckl-SEPA.pdf 04/01/2005 Page 19 of 19 H' I / I JI..: ~ I I I PL_ JPOSED COGGER IORT PLAT 37 19 -- 26 20 21 --~' .49;69'. soc Page I of I ® King County Road Services Divsion Department of Transportation King Street Center Certificate #: 10042 Date Issued: 08/08/05 Expiration Date: 08/08/06 201 South Jackson Street Seattle, WA 98104-0245 CERTIFICATE OF TRANSPORTATION CONCURRENCY FOR SINGLE FAMILY RESIDENCE PERMITS AND URBAN SHORT PLAT PERMITS Pursuant to King County Code, Chapter 14. 70 as amended, this certificate confirms that the level of service standard used in the Transportation Concurrency Management program has been satisfied. IMPORTANT: This certificate does not guarantee a development permit. Other transportation improvements and mitigation may be required to comply with Intersection Standards, Mitigation Payment System, King County road standards, and/or safety needs. 1. Property Location a. Property Address: 12212 SE 192nd St Renton 98058 b. Parcel Number: 619900024107 c. Urban or Rural: U 2. Type of Development Permit To Be Requested: USP 3. Single family -Number of Units: 8 4. This Certificate is subject to the following general conditions: a. This Certificate of Concurrency runs with the land and is transferable only to subsequent owners of the same property for the stated development, subject to the terms, conditions and expiration date listed herein. This Certificate of Concurrency is not transferable to any other property and has no commercial value. Linda Dougherty, Director, Road Services Division Department of Transportation King County, Washington MAIN FILE COPY ® 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 !REVISION I Web date: 10/26/2005 SUBDIVISION DENSITY & DIMENSION CALCULATIONS For alternate formats, call 206-296-6600. ~ File Number (To be filled in by ODES) 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 (fitle 21A}. This worksheet is designed to assist applicants and does not replace compliance with adopted local, state and federal laws. Pre-application conferences are required prior to submittal of a subdivision or short subdivision. These conferences help to clarify issues and answer questions. They may save you both time and money by eliminating delays resulting from requests for additional information and revisions. You may call 206-296-6600 to find out how to arrange for a pre-application conference. Worksheet Prepared By: _W.:.:.::il"'lia:::.m:.:....:..:Nc.... _,_Ta:c.Ycclo=.:r ____________ _ Date: 6/8/06 (Print Name) Subdivision Name: ->.~,i;;~og:'.::g::e::r::S::h::ort:;:;;P;;W;;.tL__ _______________________ _ Comprehensive Plan Land Use Designation: -=.:umc.:_ ___________________ _ Zoning: __:._:Rc.:,-6'---S=-O=-------- 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 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 sit~_Jor-\ the public rights-of-way. / . ·(r. ,, 0 square feet in submerged land (any land below the ordinary high water v;'. 1' r 11\ .: mark-see K.C.C. 21A.06.825) ( 1/J ./ + _____ .::.0_ square feet in perimeter rights-of-way which will be required to be dedicated MAIN FILE COPY = o Total ------=- SubdivDensityDimensionCalcFORM_Cogger.doc lc-cal-subden.pdf 10/26/2005 Calculation: 54,544 SF Gross horizontal area of the project site o Total submerged lands and rights-of-way ------- o Site area in square feet ------ NOTE: To continue calculations, convert site area in square feet to acres by dividing by 43,560 1.25 Site area in acres -------"='.c.___ 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). ___ ___:.1'-=.2""5-site area in acres (see Section 1.) X ------'6=-base density (see Section fl) = 8 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 8. FracUons 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 SubdivOensityDimensionCalcFORM_Cogger.doc lc-cal-subden.pdf 10/26/2005 + + = Page 2 of6 Required On-site Recreation Space inued 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 8 proposed number of units ------= 3,120 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: + + + ___ __;o,_ areas within a project site which are required to be dedicated for public rights-of-way in excess of sixty (60') of width 0 critical areas and their buffers, to the extent they are required by King County to ------'~ remain undeveloped -----'O'-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 ___ 3~·~12=0~ 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.( 21A.14.180 (see Section IV) + + = ------'O'-regional utility corridors, and ___ __:O'-other areas. excluding setbacks, required by King County to remain undeveloped 3,120 Total reductions ---"'"-'=-'- Calculation: ____ 54:...:.,_,5'--44'--'-site area in square feet (see Section1) 3,120 Total reductions ----"=~ = 51,424 Net buildable area in square feet NOTE: convert site area is square feet to ----=-.c='-'--acres by dividing by 43,560 1. 18 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 II) by the net buildable area of the site in acres (see Section V) and then multiplying the resulting product by the minimum density percentage from the K.C.C. 21A.12.030 table. The minimum density requirements may be phased or waived by King County in certain cases. (See K.C.C. 21A.12.060.) Also, the minimum density requirement does not apply to properties zoned R-4 located within the rural town of Fall City. (See K.C.C. 21A.12.030(8)12.) Calculation: -----=6'-base density in du/ac (see Section II) X 1.18 Net buildable area in acres (see Section V) = ____ 1:..__ X minimum density% set forth in K.C.C. 21A.12.030 or as adjusted in Section VII = ____ _:7_ minimum dwelling units required SubdivDensityDimensionCalcFORM_Cogger.doc lcMcalMsubden.pdf 1012612005 Page 3 of6 VII. Minimum Density AdJ ___ .ments for Moderate Slopes (K.C.C. ~, A.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 incrementX 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 = ---""=::-"-.-sq. ft 10-15% slope increment X 12.5% median slope value= _____ sq. ft 15-20% slope increment X 17 .5% median slope value = 10,000 20,000 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 30,000 in net buildable area 750 + 2,500 + -----+ + + + + 3,250 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_,,%'--(Note: multiply by 100 to convert to percent-round up to nearest whole percent) Using the table above, an 11% weighted average slope of net buildable area falls within the 5%-less than 15% range which has a minimum density factor of 83%, less 1.5% for each 1% of average slope in excess of 5%. Since 11 % is 6% above 5%, multiply 6 times 1.5 which would equal 9%. Subtract 9% from 83% for an adjusted minimum density factor of 74%. This replaces the minimum density factor in K.C.C. 21A.12.030 table. SubdivDensityDimensionCalcFORM_Cogger.doc lc-cal-subden.pdf 10126/2005 Page 4 of6 VIII. Maximum Dwelling _ .. its Allowed (K.C.C. 21A.12.030 -.u40): 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. base density in dwelling units per acre see (Section II} X 150% = maximum density maximum density in dwelling units per acre X site area in acres= maximum dwelling units allowed utilizing density incentives (K.C.C. 21A.34} _____ base density in dwelling units per acre (see Section II) X 200% = maximum density _____ maximum density in dwelling units per acre X site area in acres= maximum dwelling units allowed utilizing density incentives with 100 percent affordable units (K.C.C. 21A.34) _____ base density in dwelling units per acre (see Section II) X 150% = maximum density _____ maximum density in dwelling units per acre X site area in acres = maximum dwelling units allowed utilizing density transfers (K.C.C. 21A.37) Calculation: + + ______ 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 ______ 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: 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; 8. 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) SubdivOensityDimensionCalcFORM_Cogger.doc lc-ca/-subden.pdf 1012612005 Page 5 of6 X. Lot Width (K.C.C. 21-2.050(8)): 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). I I I I I l-. ·-·-·-·-·-·-·-·-·-· Lot Width Measurement \ Lot Width Circle I I I • ·-·-·-·-·-·- Check out the DDES Web site at www.metrokc.gov/ddes SubdivDensityDimensionCalcFORM_Cogger.doc lc-cal•subden.pdf 10/26/2005 Page 6 of6 King County Department of Development and Environmental Services Land Use Services Division 5100 Oakesdale Avenue Southwest Renton, Washington 96055--1219 206-29S.6600 TTY 206-200.7217 Subdivision Density and Dimension Calculations Alternative formats available upon request LO'o5oo40 File Number (To be filled in by DDES) PRELIMINARY SUBDIVISION WORKSHEET RELATING TO DENSITY AND DIMENSIONS Several developni"e(lt regulations play a role in the creation of a subdivision within King County. Determinin9,,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 denility and dimensions provisions of the King County Zoning Code (Title 21A). This works(Jeet is designed to assist applicants and does not replace compliance wnh adopted loca(-state and federal laws. Pre-application conferences are ;~uired prior to submittal of a subdivision or short subdivision. These conferences help{~ clarify issues and answer questions. They may save you both time and money by elim_~ating delays resulting from requests for addnional information and revisions. You.may call 206-296-6600 to find out how to arrange for a pre-application conference. \ "\\ ,--:-- Worksheet Prepared By: Lor N\. M • I a.yin< Date: " / 2, / 05 (Print Name) Subdivision Name: Coa~ er $1-to,.i>p1J . . _ Comprehensive Plan Land Use Designation: (JM\\Ac h4 /(I Ru,deoba O rned,i..m L(-1 z. ck/ac. ' Zoning: R-t,,-$0 -l<(:,,'ru n±•a £ ' "' -ou'w au·:e, (pee ,'d D; s~ 'c,J-Overia_y \ If more than one Comprehensive Plan Land Use designation Of zone classification exists u·/ · 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 zoll,e boundary, i , / r transferring densny across zones on that lot may be permitted subje~ to the provisions (' l ! of K.C.C. 21A.12.200. \ ~ , \ \ ! fth . r,J Please complete only the applicable portions o is form \7 / , ({/ I. Site Area /K.C.C. 21A.06.1172l 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. 21A06. 1265, and less areas which are required to be \ }) \ dedicated on the perimeter of a project site for the public rights-of-way. \ 'f square feet in submerged land (any land below the ordinary high\ lJi + ,.f water mark-see K.C.C. 21A.06.825) W square feet in perimeter rights-of-way which will be required to be = ,./ dedicated --;'Jlz~ __ Total Check out the DDES Web site at www.metrokc.gov/ddes K.C. D.D.E.S. Subdivision Density and Dimension Calculalions lc-cal-subden.pdf 12/10/03 MaTNarFILE Cop Calculation: · 4 () ;5 0 0 Gross horizontal area of the project site -~rJ __ Total submerged lands and rights-of-way t/ 01 5 0 U Site area in square feet NOTE: To continue calculations, convert site area in square feet to acres by dividing by 43,560 _c)_,_'l_1 __ 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 p~rimeter 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 IK.C.C. 21A.12.030 -.040 tables I: Th.e base density is determined by the zone designations{s) for the lot.. __ & __ du/acre Ill. Allowable Dwelling Units and Rounding (K.C.C. 21A.12.0701: 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). _Q_.~--site area in acres {see Section 1.) X __ (o __ base density {see Section II) = __ C, ___ 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.14.1801: 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 Check out the ODES Web site at www.metrokc.gov/ddes Subdivision Density and Dimension Calculations lc-cal·SUbden.pdf 12/10/03 Page 2 of6 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 ___ proposed number of studio and one bedroom units 170 square feet X proposed number of two bedroom units + 170 square feet' X proposed number of lhree or more bedroom units + Recreation space requirement = Residential subdivisions, townhouses and apartments developed at a density of eight units or less per acre must provide recreational space as follows: 390 square feet X ~ proposed number of units /,910Sr ' 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.06.797l: 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: __jj__ areas ~ a project site which are required to be dedicat~ for public rights-of-way in ,/ eJ<cess of sixty (601 of widH1 [L sensitive areas and their buffers, to the extent they are required by King County to 1 •. I ' (. n( remain undeveloped C))L,"1'vi ...I ~ areas required for above ground stormwater control facilities induding, but not limited to,,,... _t...~"' + + ( /)CO retention/detention ponds, biofiltration swales and setbacks from such ponds and swales , 0 fl ,1.J..t. + _ 1 2 .J 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 + regional utility corridors, and + allowed by K.C.C. 21A.14.180 (see Section IV) + other areas, excluding setbacks, required by King County to remain undeveloped • f 1950 Total reductions I Calculation: 40/;0 i) site area in square feet (see Section1) /, q5 0 Total reductions = :'.53 t <S"O Net buildable area in square feet NOTE: convert site area is square feet to acres by dividing by 43,560 0J'ol} Net buildable area in acres Check out the DDES Web site at www.metrokc.gov/ddes Subdivision Density and Dimension Cale;ulatlons lc-c:al-subden.pdf 12/10/03 Page 3 of 6 + + + + + + + = = VI. Minimum Urban Residential Density (K.C.C. 21A.12.060): The minimum density requirement applies only to the R-4 through R-48 zones. Minimum density is determined by multiplying the base density in dwelling units per acre (see Section II) by the net buildable area of the site in acres (see Section V) and then mulUplying 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: (,, base density in du/ac (see Section II) X O · '3'1 Net buildable area in acres (see Section V) = ~ X minimum density% set forth in K.C.C. 21A.12.030 or as adjusted in Section VII • -"¥--minimum dwelling units required \. fj;Jolii VII. Minimum Density Adjustments for Moderate Slopes (K.C.C. 21A.12.087l: 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= ::>L. ,"i o.:> sq. ft 5-10% slope incrementX 7.5% median slope value• -z.,"1','iS + ____ 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= + I <.,.60 sq. ft 30-35% slope increment X 32.5% median slope value= ,2.-.., + .:z! 1 Ol>-1 sq. ft 35-40% slope increment X 37.5% median Slope value= 2:w....._ + 40 .c; pV Total square feet 4-4:§2 v Total square feet ' In net buildable area adjusted for slope Calculation: 41 Cf3 '6 total square feet adjusted for slope divided by 4 0 , c; O v total square feet in net buildable area (° .Z, ( weighted average slope of net buildable area '6 3 % (Note: multiply by 100 to convert to percent -round up to nearest whole percenl) Use the table below to determine the minimum density factor. This density is substitu1ed 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/sl of Site: 0% --less than 5% 85% 5% -· less than 15% 63%, less 1.5% each 1 % of averaQe slooe in excess of 5% 15% -less than 40% 66%, less 2.0% for each 1 % of averaQe slope in excess of 15% ~'-1 90->(1.<;) -t /1'-"'"' (~1..s) + 2,ovJb1S) 4 o S<>" Check out the DDES Web site at www.metrokc.gov/ddes - Subdillision Density and Dimension Calculations Jc.cal-subden.pdf 12/10/03 Page4of6 ,.. + + + + + + + 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= 750 + --cc~a;,:--sq. ft 10-15% slope incrementX 12.5% median slope value= -2"".""50"'0;,----+ 10,000 20,000 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. fl 35-40% slope Increment X 37.5 % median slope value= + 30,000 -===----Total square feet 3 250 Total squaie 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 ~uildable area • 11 % (Note: multiply by 100 to convert lo percent -round up to nearest whole percent) Using the table above, an 11 % weighted average slope of net buildable area falls within the 5% --less than 15% range which has a minimum density factor of 83%, less 1.5% for each 1% of average slope in excess of 5%. Since 11% is 6% above 5%, multiply 6 times 1.5 which would equal 9%. Subtract 9% from 83% for an adjusted minimum density factor of 74%. This replaces the minimum density factor in K.C.C. 21A.12.030 table. VIII. Maximum Dwelling Units Allowed JK.C.C. 21A.12.030 -.0401: 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. ----base density in dWelling units per acre see (Section II) X 150% = maximum density -~--maximum density in dweUing units per acre X . site area in acres = maximum dwelling units allowed utilizing density incentives (K.C.C. 21A.34) ____ base density in dwelling units per acre (see Section II) X 200% = maximum density maximum density in dwelling units per acre X site area in acres = -m-,-ax~im_u_m-dwelling units allowed utilizing density incentives with 100 percent affordable units (K.C.C. 21A34) ____ base density in dwelling units per acre {see Section II) X 150% = maximum densrty -~--maximum density in dwelling units per acre X site area in acres = maximum dwelling units allowed utilizing density transfers (K.C.C. 21A.37) Calculation: + + -----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 -----total dwelling units (cannot exceed maximum c.alculated above) Check out the DDES Web site at www.metrokc.gov/ddes Subdivision Density and Dimension Calculations k-Cal·subden.pdf 12/10/03 Page 5 of6 IX. Minimum Lot Area For Construction (K.C.C. 21A.12.100l: Except as provided for nonconformances in K.C.C. 21A.32: x. 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 qr 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) Lot Width (K.C.C. 21A.12.050(B1l: 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). ·-·-·-·-·-·-·-·-·-· ·-·-·-·-·-·~ Loi lNidth Measurement Check out the DDES Web site at www.metrokc.gov/ddes Subcli'viSion Density and Dimension Cak:t.dalions lc-cal-subden.pdf 12/10/03 Page 6 of 6 ~~~t;j· ,tl1 Taylor t,-r Engineering ' 51,orf Plat' · · Consultants PRELIMINARY TECHNICAL INFORMATION REPORT TEC Project No. 294-JMA for Fleuve des Voiles and Coager Plats King County Tax Parcel Nos. 619900-0220, -0240, 0241, & -0260 Subdivision File # A03P0286 LSUD File# L04P0002 Site Address: 12216 SE 192°d Street Renton, Washington K.C. D.D.E.S. Prepared by: Lorna M.u!&\tlfl(,l!ik COPY Date: September1o, ~6t,,t: Revised: May 13, 2005 205 Front St. S • P.O. Box 1787 • Issaquah, WA 98027-0073 • tel. (425) 391-1415 • fax (425)391-1551 • www.teccivil.com L05500L+O ',i • , ,,. ,:, "t ·-, .~-· 't-•\,-," ) ;'\ ~. ·.. t,_ \. ~ ( ,, ."" " • 'f 4 • .... ,,,t• ;,,.-.... , ... • Preliminary Technical Information Report Fleuve des Voiles & Cogger Plats Section 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. Appendices Appendix A: Appendix B: Appendix B-1: Appendix C: Appendix D: Appendix E: TABLE OF CONTENTS Description Project Overview ......................................... . Conditions and Requirements Summary .......... . Off-Site Analysis ......................................... . Flow Control and Water Quality Facility Analysis and Design .................................................. .. Conveyance System Analysis and Design ...... .. Special Reports and Studies ......................... . Other Permits ............................................. . ESC Analysis and Design ............................ .. Bond Quantities, Facility Summaries, and Declaration of Covenant.. ............................ .. Operations and Maintenance Manual. ............. . Figures Page Number 1 1 2 3 5 5 5 5 5 5 1. Technical Information Report (TIR) Worksheet 2. Site Location 3. Drainage Basins, Subbasins, & Site Characteristics 4. SGS Soils Map Off-site Analysis Drainage System Table and Map Drainage Complaint Analysis (previously submitted) Analysis and Design Maintenance Requirements for Privately Maintained Drainage Facilities -not included in this preliminary report Bond Quantities Worksheet -not included in this preliminary report Retention/Detention Facility Summary Sheet and Sketch Declaration of Covenant -not included in this preliminary report TEC Preliminary Technical Information Report Fleuve des Voiles & Cogger Plats SECTION 1 PROJECT OVERVIEW This Technical Information Report is submitted to the King County ODES in accordance with the King County Surface Water Design Manual (KCSWDM). A Level 1 Technical Design and Information Report for Preliminary Plat Review, dated January 26, 2004, was previously submitted for the Fleuve des Voiles site; and portions of that previous report are referenced herein; however, the proposed plat has been significantly changed and this TIR addresses the currently proposed plat layout. The Fleuve des Voiles plat was submitted as the "Soos Creek Plat" on September 15, 2004. That plat layout has been modified and the drainage facilities resized to accommodate the revised layout and the additional adjacent Cogger Plat. This TIR addresses the development of both plat areas. The 6.74-acre Fleuve des Voiles project site and 0.93-acre Cogger project site comprise 4 existing lots and are located at 12216 SE 192"d Street in Renton, Washington. The Fleuve des Voiles project proposes to subdivide three lots into approximately 39 residential lots, and the Cogger project proposes to subdivide the fourth lot into 8 lots, providing the required infrastructure, including access roads, water and sanitary sewer service, storm runoff collection, conveyance, detention and treatment, and erosion control for each plat during construction. Appendix A contains a Technical Information Report (TIR) worksheet for the projects (Figure 1 ), as well as a Site Location Map (Figure 2), Drainage Basins, Subbasins, and Site Characteristics figures (Figure 3a -3e), and a Soils map (Figure 4). More detailed site information is included in Appendix C with the existing and developed site runoff model data. SECTION 2 CONDITIONS AND REQUIREMENTS SUMMARY The following summary describes how this new project will meet the eight "Core Requirements" and the "Special Requirements" that apply: Core Requirements 1. Discharge at the Natural Location: The sites currently slope, steeply in places, to the east and the Soos Creek wetlands. The southernmost portions of the Cogger Plat property drain east along the north edge of SE 192"d Street in an ill-defined swale. There are no well-defined drainage paths on the site, and runoff occurs in a dispersed manner. The project proposes to detain and infiltrate or disperse all runoff from the developed portions of the property and to bypass and disperse off-site flows, which should adequately mimic existing conditions. 2. Off-Site Analysis: A Level 1 offsite analysis was conducted for these preliminary plats as described in Section 3. 3. Flow Control: Runoff from the sites will be controlled to meet the requirements of the KCSWDM. From the majority of the site in an infiltration/detention pond, and from the 1241h Avenue SE roadway in a combination detention and treatment vault. Discharges from both facilities will be to dispersion trenches. Appendix C contains the KCRTS input and output. 4. Conveyance System: The conveyance system will be sized to convey the 25-year storm without flooding and the performance during the predicted 100-year storm will be evaluated to ensure that significant flooding will not occur. (not included in this preliminary report) TEC Preliminary Technical Information Report Fleuve des Voiles & Cogger Plats 5. Erosion and Sedimentation Control: Runoff from the grading and trenching construction areas will be contained by a temporary construction entrance, silt fencing and sediment traps/ponds in accordance with the KCSWDM during construction. The ESC facilities will only be removed once all exposed site surfaces have been stabilized. Other temporary erosion and sedimentation control measures will be installed as needed. (not included in this preliminary report) 6. Maintenance and Operations: The treatment pond, combination detention and treatment vault, and detention/infiltration pond should be maintained as described in Appendix D, which includes the KCSWM Maintenance Requirements for Privately Maintained Drainage Facilities. (not included in this preliminary report) 7. Financial Guarantees and Liability: The bond quantities worksheet is included in Appendix E. (not included in this preliminary report) 8. Water Quality: Treatment of runoff from the 124th Avenue SE roadway will be provided in a permanently wet volume in a combination detention/treatment vault and the runoff from the remainder of the site will treated in a dedicated wet treatment pond, both of which were sized according to the KCSWDM for Basic Water Quality Treatment. Appendix C contains the calculations used to size the treatment facilities. Special Requirements 1. Other Adopted Area-Specific Requirements: The site contains both Level 1 and Level 2 Flow Control areas per the KCSWDM, however the areas designated Level 2 are those located within the steep slope designations. Since the project proposes to bypass offsite flow and pipe onsite runoff to the base of the hill and the Level 1 area, Level 1 Flow Control is proposed. The detention and infiltration facilities are both located at the base of the hill and will discharge via dispersion to a Level 1 Flow Control area. Appendix A contains King County mapping to support this. 2. Floodplain/F/oodway Delineation: Not Applicable. 3. Flood Protection Facilities: Not Applicable. 4. Source Controls: Not Applicable. 5. Oil Control: Not Applicable. SECTION 3 OFF-SITE ANALYSIS A formal off-site analysis was not conducted for this project because the project proposes to entirely infiltrate stormwater runoff on-site. However, the emergency overflow path downstream was documented and the County's Drainage Complaints File was again solicited to make sure no additional pertinent drainage complaints have been lodged since the original Drainage Complaint Analysis, dated March 20, 2004, which was produced for the project by Jacques Consulting. Task 1. Study Area Definition and Maps The figures in Appendix B show the extent of the study area and the local topography. The Site Plan drawing shows more detailed topographic information on the project site. Task 2. Resource Review Agency mapping was reviewed and TEC contacted King County regarding documented drainage complaints in the vicinity. The SCS soils map identifies site soils in the proposed development area as Alderwood Gravelly Sandy Loam, O -6% slopes and 15 -30% slopes. 2 TEC Preliminary Technical Information Report Fleuve des Voiles & Cogger Plats Task 3. Field Inspection In accordance with the KCSWDM, the existing site and off-site drainage systems were inspected on June 15, 2004. Task 4. Drainage System Descriptions and Problem Descriptions There is only one report of a drainage problem in the immediate vicinity of the project. This complaint involved a plugged driveway culvert across 124th Avenue SE at SE 192"d, and the problem has been corrected according to the previously submitted Drainage Complaint Analysis by Jacques Consulting, dated March 20, 2004 (see Appendix 8-1). The fact that the project proposes to retain all site runoff means that the project won't exacerbate any existing problems downstream. The County's drainage complaints file was solicited again more recently, and the results of this search are included in Appendix B. No additional pertinent drainage complaints have been logged in the interim. If the proposed drainage system were to fail, and the detention/infiltration facilities were to flood, the emergency overflow path for runoff would be into the adjacent Soos Creek wetlands. These wetlands feed Soos Creek, which flows south on the King County-owned property to the east of the project property. Task 5. Mitigation of Existing or Potential Problems To mitigate any water quantity impacts from the project, detention and infiltration of runoff is proposed meeting Level 1 flow control requirements in accordance with the King County Surface Water Design Manual (KCSWDM). Water quality impacts will be addressed in two Basic Water Quality treatment facilities; a dedicated treatment pond and a combination detention and treatment vault. The pond will treat runoff from the site, and the vault will treat runoff from 124th Avenue SE. SECTION 4 . FLOW CONTROL AND WATER QUALITY FACILITY ANALYSIS AND DESIGN The following subsections describe the measurements and criteria used to size the infiltration and treatment facilities. Existing Site Hydrology (Part A) The drainage on the existing site was analyzed for this project with KCRTS. Figures provided in the KCSWDM and KCRTS manual were used to determine project location and scale factor parameters. The figures in Appendix C show the delineation of the areas generating runoff on the site. The site soils are classified Alderwood Gravelly Sandy Loam, either O -6% or 15 - 30% slopes. Appendix C also contains the data and output from the hydrologic analysis. The following table lists the existing site conditions identified for this project and used in the KCRTS modeling included. Description I Site I Area (ac) (124th Ave SEI Forest 5.77 0.09 Impervious 0.38 0.16 Grass 1.08 0.09 Total Area 7.33 0.34 3 TEC Preliminary Technical Information Report Fleuve des Voiles & Cogger Plats Developed Site Hydrology (Part B) The proposed drainage systems will route "site" runoff to a Level 1 detention/infiltration pond, and 124th Avenue SE runoff to a Level 1 combination detention and treatment vault, both of which will route outflow to a dispersion trenches draining to the adjacent Soos Creek wetlands. The developed site conditions identified for this project and used in the KCRTS modeling included: Area (ac) Description I Site I 1124th Ave SE) Forest 0.00 0.00 Impervious 4.91 0.33 Grass 2.42 0.01 Total Area 7.33 0.34 Performance Standards (Part C) The site contains both Level 1 and Level 2 Flow Control areas per the KCSWDM, however the areas designated Level 2 are those located within the steep slope designations. Since the project proposes to bypass offsite flow and pipe onsite runoff to the base of the hill and the Level 1 area, Level 1 Flow Control is proposed. The infiltration facilities are both located at the base of the hill and will discharge (via subsurface flow) to a Level 1 Flow Control area. Conveyance features will need to be sized to convey the 25-year developed runoff and their performance during the 100-year event should be checked to be sure that significant flooding would not occur as a result. Flow Control System (Part D) The detention/infiltration pond and detention portion of the tank were sized using the KCRTS routine. The following table summarizes the sizing requirements for the infiltration pond and tank. Detention Facilities Site Pond 124th Ave. SE Vault Required storage volume 28,892 cf 1,011 cf Effective storage depth 4 ft 2 ft Top area@ 1' freeboard 9,637 sf 505 ft Bottom area 5,738 sf 505 ft Vertical oermeabilitv 60 min/in 0 min/in Descriptions of the procedures used and calculations and computer output are included in Appendix C. Water Quality (Part E) Runoff from the entire site and 1241" Avenue SE will be treated in two separate wet treatment facilities sized for Basic Water Quality Control, prior to infiltration or dispersion. The following table summarizes the sizing requirements for the infiltration pond and tank. Treatment Facilitv Site Pond 124'" Ave. SE Vault Required wetpool volume (Vb) 25,731 cf 1,538 cf Wetpool depth 8 ft 4 ft Top area 5,450 sf 385 sf 4 TEC Preliminary Technical Information Report Fleuve des Voiles & Cogger Plats SECTION 5 CONVEYANCE SYSTEM ANALYSIS AND DESIGN Not included in this preliminary report. SECTION 6 SPECIAL REPORTS AND STUDIES Several studies and reports were conducted and produced for this project and are available under separate cover as listed below. 1. Wetland Evaluation and Delineation Report prepared by H & S Consulting, dated May 13, 2004. 2. Traffic Impact Analysis prepared by William Popp Associates, "Draft" dated May 27, 2004. 3. Geotech Report prepared by GeoTrends, Inc., dated March 20, 2004. SECTION 7 OTHER PERMITS No other permits beyond those required by King County are anticipated to be required for this project. SECTION 8 ESC ANALYSIS AND DESIGN Not included in this preliminary report. SECTION 9 BOND QUANTITIES, FACILITY SUMMARIES, AND DECLARATION OF COVENANT Bond Quantities: Not included in this preliminary report. Facility Summaries: The County's Facilities Summary Sheet is included in Appendix E. Declaration of Covenant: Not included in this preliminary report. SECTION 10 OPERATIONS AND MAINTENANCE MANUAL Not included in this preliminary report. 5 TEC APPENDIX A FIGURES 1. Technical Information Report (TIR) Worksheet 2. Site Location Map 3. Drainage Basins, Subbasins, & Site Characteristics 4. SCS Soils Map King County Department of Development and Environmental Services TECHNICAL INFORMATION REPORT (TIR) WORKSHEET Phone 2()6 -s::u ~111e1 ,KJ Subdivison D Short Subdivision D Grading D Commercial D Other Community Drainage Basin D River D Stream D Critical Stream Reach D Depressions/Swales D Lake ·R' Steep Slopes i..f{) "7., P,r:gj_ect Name 1--1,,,, ve der t/w'IPS 14Jyer PM. Location Township _Z~3~N~-- Range _ ____,fi'-'-i::~--- Section ____,c13-'I..'---- 7 0 DFWHPA D Shoreline Management 0 COE404 D Rockery D DOE Dam Safety D Structural Vaults D FEMA Floodplain D Other D COE Wetlands D Floodplain D Wetlands D Seeps/Springs D D D High Groundwater Table Groundwater Recharge Other Figure 1 TIR Worksheet (3 pages) Soil Type {48 Slopes D-6c:'fr, If-<~% Erosion Potential Erosive Velcoties iJZl' Additional Sheets Attached ~ (le,,/;: cl, f<o/10,.f u.rtkr ,fe;:J(J.¥()-H UJl./'.Qr REFERENCE ~ Ch. 4 -Downstream Analysis D D D D D D Additional Sheets Attached MINIMUM ESC REQUIREMENTS DURING CONSTRUCTION 0"' Sedimentation Facilities E( Stabilized Construction Entrance r:f Perimeter Runoff Control yr· Clearing and Graing Restrictions E( Cover Practices 0" Construction Sequence D Other LIMITATION/SITE CONSTRAINT MINIMUM ESC REQUIREMENTS AFTER CONSTRUCTION B--Stabilize Exposed Surface r1"' Remove and Restore Temporary ESC Facilities [:I" Clean and Remove All Silt and Debris C:Y'Ensure Operation of Permanent Facilities g/Flag Limits of SAO and open space preservation areas D Other D Grass Lined D Tank Channel l::rvault ~Pipe System D Energy Dissapator D Open Channel D Wetland WDryPond D Stream ~Wet Pond Facility Related Site Limitations Reference Facility D Cast in Place Vault ~Retaining Wall D Rockery > 4' High Q'structural on Steep Slope D Other Limitation ~nfiltration D Depression D Flow Dispersal D Waiver D Regional Detention D Drainage Easement D Access Easement Method of Analysis 11021',. uve !. L Compensation/Mitigati on of Eliminated Site Storage Er Native Growth Protection Easement D Tract D Other I or a civil engineer under my supervision my supervision have visited the site. Actual site conditions as observed were incorporated into this worksheet and the attachments. To the best of my knowledge the information provided here is accurate. 5', I V Si ned/Date MapQuest: Maps: print ~ Send To Printer Back to Map I 12216 Se 192nd St ' Renton WA ' 98058-7526 us i Notes: I ........................................ I ··················································-········ I I ,Map Legend This map Is lnfonnational only. No representation ls made or warranty given as ti MapQuest and Its suppliers assume no responslblllty for any loss or c Privacy Policy & Legal Notices © 2004 MapQuest.com, Page 1 of 1 r------------. I Jro;;ard,f1h;ll'01i 1 L ------· Figure 2 Site Location Map No Scale (\/1 f\l ..... l'U'\ ,t Map Output ®King County --Seiedod p,,,.,.1s l _, Coonty l!o~nd•ry ~&la -- Home News Ci40A¥M ' ~ EID blG!s am1 La,g• Rl,e"' /../ .Stmam& f:li King c.,.,nty ,,.,,.,.,,i P"'P'!tiO<; D p.,,,,,., /v' l«u)~ .. c;ft) rage 1 u1 1 Comments NJ.¥iki,M e infonnation 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 infonnation. King County shall ot be liable for any general, special, indirect, incidental, or consequential damages including, but not limlted o, lost revenues or lost proftts resulting from the use or misuse of the infonnation contained on this map. sale of this ma or infonnation on this ma is rohibited exce t b written ennission of Kin Coun . King County I GIS Center I News I Services I Comments I Search By visiting this and other King County web pages, you expressly agree to be bound by tenns and conditions of the site. The details. Figure 3a Drainage Basins, Subbasins, & Site Characteristics Scale as shown Map Output ®King County . -l • Coun1y Bo:at'rd.at; Stffi:lets • i"*M' ~.I,~· /..,,_./ h~"<'il.'1< ?.1roal:& Fiat~ ~{td O:tt.h -SAO .S&1a~1 Ci4¥9i4¥1 Lege,,d la~1. iQt'td Lo11g~ Riii'~H'S. =Sfil'.l~l~ ~ fl:lt,<hi!SY [§] 100 ireatR>o1p!M!1 'iM.RD o.~oneJ Mgratkis"1 Hw1:aru Att!:a$. $AO~tlas"1d SAO l.ood~• SAO S-t!k.mk:. SAO tro:!ml:n 1..a.n,:l:shd>B »a.nm:I Q:-a:11.aga A.!Da rage 1 or L e information included on this map has been compiled by King County staff from a variety of sources and is subject to change wrthout notice. King County makes no representc implied, as to accuracy, completeness, timeliness, or rights to the use ot be liable for any general, special, indirect, incidental, or conseque o, lost revenues or lost profits resutting from the use or misuse of the n sale of this ma or information on this ma is rohibited exce t b· King County I GIS Center I News I Services I Co Figure 3b Drainage Basins, Subbasins, & Site Characteristics Scale as shown 0/1 ~/70/li ····L ... ; l ' Figure 3c Drainage Basins, Subbasins, & Site Characteristics Scale as shown ------------------· ---------------· ·-··· - L__-------------'---------- . ·------------------~-------------- .!' ~ .! ~ ~ l -1 Figure 3d Drainage Basins, Subbasins, Scale as shown ---· & Site Characteristics __ JIIIIIII~ 1!14R!ll,44!1i!m1Jf'.fil___! _1_1--'--__________ ____J ----------------- Figure 3e Drainage Basins, Subbasins, & Site Characteristics Scale as shown ·' l PROJECT SITE So1L; /Jgll(IJ,u A1 -· ALOB<wOQ/J JiAv£.tLY ~ uM1 g = ()-l, z Sui.Pd D=1r-i'o% ft.v£S Figure 4 SCS Soils Map 1" = 2,000' APPENDIX B OFF-SITE ANALYSIS DRAINAGE SYSTEM TABLE AND MAP OFF-SITE ANALYSIS DRAINAGE SYSTEM TABLE SURFACE WATER DESIGN MANUAL, CORE REQUIREMENT #2 Basin: Soos Creek Subbasin Name: Subbasin Number: B-C C-D D-E 984\;nB04 Sheet flow and sub Soos Creek grassy 2% -O' -350' None noted Wet marshy area, relatively surface flow wetland area 3% inaccessible Wetland/stream/ I Soos Creek grassy \ 1 % -\ 350' -550' I None noted I I Wet marshy area, relatively channel flow, wetland area 2% inaccessible approx. 150' wide 48" culvert I Crossing 192nd I I 550' -650' I None noted I I This culvert was not visible Stream Soos Creek 0.5% -1650' - 1% 2,650' + None noted at the time of the inspection, but according to the previous downstream analysis, has conveyed 100- year flows without floodinF,., Creek flows in a wide wetland area. Map Output Page 1 or 1 ®King County News Comments Seatch e information included on this map has been compiled y King County staff from a variety of sources and s subject to change without notice. King County makes no representations or warranties, express or mplied, as to accuracy, completeness, timeliness, or rights to the use of such information. King County shall ot be liable for any general, special, indirect, incidental, or consequential damages including, but not limited o, lost revenues or lost profits resulting from the use or misuse of the information contained on this map. sale of this map or information on this ma is rohibited exce t b written ermission of Kin Coun . Kino County I GIS Center I News I Services I Comments I Search Off-site Analysis Drainage System Map (Downstream Drainage Path) Scale as shown b pages, you expressly agree to be bound by terms and conditions of the site. Ille det~ls. • , 1-"3'4 = <..11 1~1t=5oo' httn://www5. metrnkc. "', ,·/ serv let/com .e.sri .esriman. R.sriman?S.,rvict>NamP.=ovt>rvi.,w&rliP. Q/14/7()04 ._11...1 , .... , '-'VV..,. '-• V..,., I ' Kill Cllullty Water and lllllf R880ll'CII IMiOll -lr81118U8 881'Vic81 I P'hont t Fm<#4"Z5. 3 -/551 Fu# eora•t S8aroh Pofl(&d: 9/W2004 1:37:24 PM eou.1111t TYPI Jypi of Pl'IIIIII• --of Prllllall EallllB nrm,u llllllllr Gal 1976,0110 C DRNG 13038 SE 188TH PL @BLVDLN e8eG2 1977-0072 C FLDG 12202 SE 192NDST 688F2 1977-0074 C FLOG 13210 SE 192ND ST FILUDRAIN WAY eaeG2 1978-0080 C PONDING 19248 121ST PL SE EAST OF BENSON HWY 666F2 1978-0081 C ORNG 19248 121ST PL SE 6S6F2 1981-0225 C FLOG 13210 SE 192NDST DRAIN WAY FILLED 686G2 1982-0539 C FLOG 12600 SE 192NDST EAST KENT AREA 6S6F2 19114-0313 R FLOG 13250 SE 102ND ST TO ROADS 011/.4 686F2 1984-0314 C FLDG 13250 SE 192ND ST SE 19:ZNO ST/1S4THAVE SE 688F2 1985.()534 X DRNG 13250 SE 192NDST LTR TO OOMPLAINT 686G2 1966-0617 C DRNG 13432 SE 187TH ST FLOG ON SIDEWALK 686G2 1986-0816 C FLOG 13440 SE 192ND ST REF:88-0832 NESPER 87-0770 686G2 1986,0816 ER FLOG 13340 SE 192ND ST (REF:66-0632 NESPER) WT PROB. 686G2 1966·1276 CL CLAIM #10373 686G2 1987-0770 . C FLOG 13440 SE 192ND ST FAIRWOOD SEE 86-0816 686G2 1987-1049 C TO RD COORD 04127187. 68EF2 1986-0118 X DRNG 13250 SE 192ND ST SEE 815-1278 NESPER/CL-FORSESTTRAI 886G2 1983-0238 C FLOG 18431 120THAVE SE NEW DRIVEWAY WILL IT FLOOD 688F2 1988-0238 ER PIPE 18431 120THAVE SE NEED EXTENSION OF 42• CULVERT 686F2 1988-0305 C BLOCKAGE 12716 SE 168TH PL EASEMENT-FAIRWOOO/WALL CONSTRUC 686G2 1989-0003 C DRNG 18612 120THAVE SE INCREASED RUNOFF/CHANNEL 686F2 1989-0192 C DRNG 18612 120THAVE SE X PIPE NOT WORKING 686F2 1989-0550 C EROSION 19118 130THAVE SE OLD EASEMENT CHANNEL MAINTENANCE 6SSG2 1989-0665 C DRNG 13306 SE 184TH PL WATER IN BASEMENT/YARD DRAIN CLOG 686G2 1990-0066 C FLOG 12700 SE 167TH PL UTILITY EASEMT CLOGGED 90-0259 686G2 1990·0259 C FLDG 12700 SE 187TH PL f'I/T DITCH OVERFLOW 68002 1990·1106 C ORNG 13517 SE 169TH PL CULVERT SLEW TRASH RACKI CEDAR ES 686<32 1990-1106 NDA DRNG 13517 SE 169TH PL CULVEl'IT BLEW TRASH RACKI CEDAR ES 686G2 1990-1165 C ORNG 13421 SE 169TH PLACE 13517 SE 189TH PL 686G2 1990-,156 NDA DRNG 13421 SE 189TH PLACE f'IEF 90-11 06 686G2 1990·1156 C DRNG 13429 SE 189TH PLACE 13517 SE 189TH Pl 686G2 1900·1156 NOA ORNG 13429 SE 189TH PLACE REF 90-1106 686G2 1990-1157 C DRNG 13435 SE 189TH PLACE 13517 SE 189TH PL 686G2 1990-1157 NDA DRNG 13435 SE 189TH PLACE REF 9CM 106 886G2 1990-1156 C DRNG 18917 SE 189TH PLACE 13517 SE 189TH PL 686G2 1990-1158 NOA DRNG 18917 SE 189TH PLACE REF 90-1106 68EG2 199()..1159 C DRNG 13523 SE 189TH PLACE 13517SE 189TH F'L 6eeG2 Page 1 of 3 Cftpla'1t TYPI TYIB of 1'1'1111"'8 Atldl'BII of Pl'OblNI l:lnmb Tll'Oal'IUI Nlillllr CHI 1990-1159 NOA DRNG 13523 SE 189TH PLACE REF 90-1106 586G2 1990-1160 C DRNG 13529 SE 189TH PLACE 13517 SE 189TH Pl 686G2 1990-1180 NDA DRNG 13529 SE 1811TH PLACE REF 00-1106 686G2 1990-1630 C FLOG 19114 130THAVE SE STREAM OVERFLOW 68SG2 1991-1090 C DRAINAGE 18532 131STAVE SE WATER PONDS IN YARD 686G2 1991-1090 NOA DRAINAGE 18532 131ST AVE SE YARD PONDS 688G2 1991-1090 SR DRAINAGE 18532 131STAVE SE TOCIP 686G2 1993-0641 WQC SEDIMENT 13120 SE 192NDST 68002 1994-0676 wac GREENH20 SE 192ND & 134TH A SE OUCKWEE:O 688G2 1995-0170 wac OIL/CARS 19312 133ROAVc SE RESIDENTIAL CAR MAINTENANCE eSSG2 1995-0374 C FILLING SE 192ND & 134TH SE WETLAND -REFD TO ODES 6MG2 1998-0391 FCR PONO? 19118 130TH Pl Se HOLD-GPR WILL CALL HER 4 MORE DETAI 686G2 1996-0301 NOA POND? 19118 130TH PL SE HOLO·GPR WILL CALL HER 4 MORE: DE:TAI 686G2 1996-0391 R POND? 19118 130TH PL SE HOLP..GPR WILL CALL HER 4 MORE DETAI 88602 • 1996-0480 C CRKFLOS 13607 SE 192ND ? GROUNDWATER IMPACT WATER PONOI 686G2 1995·0~21 FCR RID POND 13341 sE 196TH ST OUTLET PIPE OBSTRUCTED ASSESSMEN 6B6G2 1996-1428 C SWALE 18914 129TH PLACE se OFFSITE FLOW IMPACTING PVT ORNG SY 686G2 1996-1428 NOA SWALE 18914 129TH PLACE SE OFFSITE FLOW IMPACTING l'VI" DRNG SY 686G2 1996-1428 R SWALE 18914 129TH PLACE SE Ol'FSITE FLOW IMPACTING PVT ORNG SY eaeG2 1996-1550 C DRNG 19121 124THAVE SE PLUGGED 0/W CULVERT IMPACT TO PVT 686F2 1996-1894 C RUNOFF 13416 SE 187TH WATER OVER SIDEWALK GROUNOWATE 686G2 1!;1117-0940 C ORNG 13007 Se 186TH PL GROUNDWATER/SHEETFLOW PONDING 886G2 1997-1179 C DRAINAGE 19113 121ST PL SE :NSTALlATlON OF DRNG IN flJW OLD/OFF B86F2 1997-1179 NOA DRAINAGE 19113 121ST PL SE INSTALLATION OF ORNG IN R/W OLD/OFF 686F2 1997-1170 R DRAINAGE 19113 121ST PL SE INSTALLATION OF ORNG IN flJW OLD/OFF 686F2 1997-1301 C DRAINAGE 19125 121ST PL SE SUBSTANDARD INSTL Of DRNG SYS P\IT 6861'2 1997-1319 FCR DUMPING 21709 146TH STE OUMPEO BATTERY IN Rttl F'ONO 68602 1998-0926 C DRAINAGE 19133 121ST PL SE APPARENT OBSTRUCTION IN ROAD ORN 1586F2 1999-0174 FCR CLGINLET 13415 se 187TH PL INLET PIPE APPARENTLY bBSTRUCTED 6a6G2 1999-0449 C SPRINGS 13518 SE 186TH PL Nl:W SFR GROUND WATER INFIL ONTO P 686G2 1999-0632 C EASEMENT 19114 130THAVI: SE INFO PROVIDED AeQUT R/0 PONO ON PR 686G2 1999-0679 FCR FENCE 18932 133ROPL SE LEANING FE:NCE NEEDS REPAIR 686G2 2000-0398 C DOM 12625 SE 192ND ST REQUEST TO DIVERT FLOW OISCHARGIN 686F2 2000-0735 FCR MNM 19000 134TH AVE SE CEDAR BOARD FE:NCE AROUND PERI MET El86G2 2001.0541! WOP WQP 13120 SE 192ND ST 68602 2002·0094 Fl REM 13055 SE 1G2ND ST SWMl/33 REMEASURE OF ORIGINAL 17.7 68CG2 2002-0094 FIR REM 13055 SE 192NDST SWM#ll3 REME:ASURE OF ORIGINAL 17.7 6a6G2 2002-0204 FCR MMG 19000 134THAVE SE 1) PSE UTILITY BOX DAMAGED. CALLED 686G2 2002-0424 C DOM 13003 SE 100TH PL SINKHOLE DEVELOPED APPARENTLY OV 686G2 2002-0424 NOA· DOM 13003 SE 188TH PL SINKHOLE DEVELOPED APPARENTLY OV 68SG2 Peg, 2 of S --= TYIIDIPl'ublllll Atllrm or Prdlll• EM•ta lnl'laa ..... 2002-0424 R DOM 13003 SE 188TH PL SINKHOLE DEVELOPED APPARENTLY OV 68602 2003-0266 C DDM 18759 130TH AV!: Sc LOCAL PONDING PROBLEM. MAY BE THE 666G2 2003-0545 WQR WQB 18601 120TH PL SE 686F2 2003-0762 WOA WOAI 19433 VASHON HWY SW BMPS arw ALL IN PLACE 686F2 2003-0909 WQC WQDR 16601 126TH PL SE AUTO FLUID RESIDUE ON STREET AS A R 686F2 Poge3 of3 Map Output Pagel ot l ®King County llm!llll llllmlll Commerrts Seau:h Information Plannin e information included on this map has been compiled by King County staff from a variety of sources and s subject to change without notice. King County makes no representations or warranties, express or mplied, as to accuracy, completeness, timeliness, or rights to the use of such information. King County shall ot be liable for any general, special, indirect, incidental, or consequential damages inducting, but not limited o, lost revenues or lost profits resulting from the use or misuse of the informatior, cont«ined on this map. sale of this ma or information on this ma is rohibited exce t b written ermission of ,<in Coun . King County I GIS Center I~ I Seryjces I Comments I Sear,:;.1";·-.. By visiting this and other King County web pages, you expressly agree to be bound by lom1s and conditions of the site. The details. II I 1,33 = 7o4 1" Z '530 1 httn://www:'5. metrnkc. Pnv/s.r:rvlP-t/r;om P..~ri P:.~rim:'=ln F.~rim~n?SPrvirP:N!::1mP=nvPrvlP.,11JlTr11P 0/1 J./')()()J. Map Output @King County iMAP -Stormwater 1--=----f----:·=--=f\: -~:-~,: --r-\ \ ~\=c1 ·~-~-r····'·-:·::r·-:;_.a;\::;;::·~~~:~::J :-~:~<< i -T·)_;::l .·-~-. \ Page 1 of 1 \. l 1 : ~ ', , ?-t --~ f -~ 1 ' .,. •·· I< -... < /. ·, 1~ \ \ '['~Mt~-,1 \\ }: , -:__:-\ \ '. \< :,/-~ -.. ""'. -~~-·.;·· .•. :;_·. ,:~.r .. _r:·_:.·.~ ..... -.',1~,:.:'._~ .. ;~'·.~,:' .• , .. _•._ .. ::_:_:~/e. . ~1.·j;.:_. J'"'~:.:;:,;:_~.)I~ ! ~ ,-.,:·...: '-::: -. \ \ , ..... ) / .. >\ -f····f·11\~i."r\i:·: .; .. ·, "·:,::.·.-:·::···' r··.; :,/\/.i] \·";:':{:!0\)(}:;:~;;: H --1 i • . ~, i, , r . ,. , i·;, I;;,::· . / , ,, .. ,, . 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'.''i ,'; : J, :' Pant1mr tali~ ~;sr:~=Jti' \7,z'([bL I l~k4lJIRli ( +--,,-¥-_ ,, .. , ~A1tt£ /)(WAJf!ll&1M ~-.,-..... ,.· .. ,.·•·•,.,.·.,.·.·•· t; J'j~~'~:JE:;p ~~;l ( ,L:·4~~~f" f<012111PJ"·~~-·~r./(.J·,+-,·',:;L,1L T·-• ............... ", , .. , •.. :, " i ptw ····.···.·,. j -?1_563111 ~ :·' ~ I-• D s~i.ctod P"""'* Gotmty Bo:0t1,::'J-.,atf X1n;J Q)unl!' O,,;,No& B~>llM Strsets Legend e 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 ot be liable for any general, special, indirect, incidental, or consequential damages including, but not limrted o, lost revenues or lost proms resulting from the use or misuse of the information contained on this map. n sale of this ma or information on this ma is rohibited exce t b written ermission of Kin Count . King County I GIS Center I News I Services I Comments I Search By visrting this and other King County web pages, you expressly agree to be bound by terms and conditions of the srte. The details. Off-site Analysis Drainage System Map (Drainage Basin Trib. Area) Scale as shown " I L 33 = s,i.31 " I I ,;t; '\,tJO Q/1 ,/?IVM. APPENDIX 8-1 DRAINAGE COMPLAINT ANALYSIS (previously submitted) SOOS CREEK PLAT DRAINAGE COMPLAINT ANALYSIS LEVEL 1 TECHNICAL DESIGN AND INFORMATION REPORT FOR PRELIMINARY PLAT REVIEW For the King County DOES: SUBDIVISION FILE _A03P0286_ Richard A Boston Addendum to Report of January 26, 2004 Boston Design and Development Co LLC 425-226-2145: Neal M Jacq_ues.. P.E. Jacques Consulting 206-242-5322 Soos Creek Plat TIR 1 By Jacques Consulting March 20, 2004 TIR Addendum DRAINAGE COMPLAINTS King County records were examined fur downstream drainage complaints per core requirement #2. Note that at the discharge point this project contributes approximately 2% to the drainage basin flow thus requiring ~ mile investigation. But this report investigated southeasterly for one mile along the Soos Creek Basin (see attached map). The area was inspected and the County complaint listings for a one mile radius were examined. The Soos Creek drainage basin in this area is relatively flat wide and heavily vegetated (grass) with no erosion or flooding problems. The complaint list is attached but they all deal with issues which are uphill either west or east of the Soos Creek Basin. Only one was somewhat relevant, Complaint Number 96-1550, which is a class I issue (attached). This complaint in 1996, descn"bes the 18" culvert across 124th Ave SE at SE 192 as blocked and thus erosion over the 1241b gravel road. The solution, to unblock it, was done. The downstream fk>w :from this prqject does not fk>w in this location but because the project access road goes over it, it was included. In February 2004 property owners were notified of King County's plan to widen SE 192 for a left tum lane, thus this culvert will likely be modified. The subject project final engineering will have consideration for the revised County intersection design. The remainder of the complaints bad no relation at all with the project. The five page list and a map showning location of the most significant problems ( eight ponding/flooding complaints) is attached for general reference. These all involved tn"butary flows from west or east down into drainage systems fk>wing eventually into Soos Creek Basin. None have any relation to this projects drainage in the Creek itself: In conclusion, for the subject project drainage path, there is no indication of any category 1, 2, or 3 issues with drainage within one mile downstream. Note the TIR downstream analysis dated Jan 26, 2004 for additional discussion. Soos Creek Plat TIR 2 By Jacques Consulting March 20. 2004 Soos c'RF"Et<. f'r-t;,,. T AREA .5 t+aw 1,uc.,. 'l>RA,,...,-..... G.E" po(<:'.; A ·P'UR I f-1 I (..,~ D ow .... ~~ SE i:l iElt'4Jt'4 ; 8i =it' 'sfi:9TH ST ~~ _g,~----~ g- ~---"' . '~ t"'' ~ ti t' ST_ ··-. ~ '1 LJ.J ::r:l fs"/'~b ;::: v, !;:; N~ i= ;::;/33 .... av~ t;l SE 184TH_~_?.J __ ~\ I . . ,. I -- ~ 0. 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' .: / ,.,. .... « j S~,._._ £ 1:z.,,,c,.~ = H' :::.~--·~ ' I "')"' Sit)j ~ '::;' M1 '""'Cl. ~1~ •u.C..J 1 SE lB2NDST 0 . jilll lB6TH ST ~ 101;11 l'l .. q, '.'I ~· e1 'fo : 5£ 167TH ST .-m. ,.. «-SE 188 Th' ~ ..,.. ;;;-r·"' ~ :::..1~ <II SE 190TH ST ·--- SE 188TH_g_ SE 18fil:!ifl, ~ '""' ,,,, ,,. r-t~< l! 200TH ¥ -~~1 stj si"'"' 1 q ---.0 i2 "" 202ND' I ~T !.J _, Vl "-JW e:"I. -V) i='N co ..,.. ·--.. .......... --------· ·-KING COUNTY SURFACE WATER MANAGEMENT DMSfON DRAINAGE INVESTIGATION REPORT Page 1: INVESllGA'l'ICJN'fll!QUiST Type ~ /VI. AfV""t-o- Received by: oar.e: e/;u./1 " Ol<'dby. v~ FIie-No. </t,-,S5't> Rfll:IINed from: ~ prlnl plalnly 1« www1illl0). (Day) p;w) NAME; & :4r hnolc: PHONE tfG'/-907 ___ _ ADDRESS: JCf /Z I~ l'-e" ,AVG-SI;. C11Y. #El:frDU Stata. __ ZIP.98o5'8 1..a:a11M of problem. B'dllerem: p,"+cJ; is S ol-· Si lf2,,d ~ · /~.,,, Av S, --led~ //~~ ~#'na..9"!-e:6~. ,A/OR. -. . . . . .:. .... ~h .•• ~ SP z.7,1/3 c_.,1.e;1 "'f1(:r' .,. • ., 5 Block No: No Field lrwestlgitllm ~!ee~= __ - ·' :2!!L.~~2-. P-r No.. '8 9tfl('J e, uz 1/C S T A . Basin~ Caunc1Dbt...9. Ql8fgD No: -._,,._, ICIIIII Ceunl:, ............ .. nae nt --KAMI! AJJJ>JmSS...!S.~~=tl..!:!::..:m..-,--=----1 DRAINAGE INVESTIGATION REPORT FIELD INVEBTlGATION ----IIU-V ----1wwwn-.uw--Ol'W wrr ur aur•------ Dll'nA1JI • IIAII . A11wca11 ....... _.. .. W10Vl'll,l.1111'-I .--.-.. _....,... .....__N&l...,_GIIL'IA ..... 2 IMI_Wllll!II_N ILl"D•II Al'INl'.PIPL --·IUI LltlU ·----Ill ane -----•• ...,..... ... , 111a11o,i·&M»iNI aruuwWffll ftlll'CH: cn uue•r••• __ ------- Sl!112NDST Ill • I :c ,; I'll .... ---- --~ .... . .. ® -- MES&\GB . - --..... :111 I.MAY GEffl.l. IPNl:.W ....., 'GURft1CB lfA1EII ...,,,,, F i UICAL DRAIIIMIE 8i!IOAUI INT"~ IIAII. fl'OP GU DATB 947-91 FOR 10UR Rl!lilJ DNC!. --·· 1'IN "1 11'121 • 'fUlH AVE 82 APHAIIS lO R WilhiW THE 120' ~ M 8IIOWII ON 1'llf. At:clilliiORS IIAP. PIN APW TOR PIUIIE A PLEASE ll&Pl.Y IF ROADS WILL CORRECt II' NO'I" WU RDA. --- SIGNBl> UPLY DATE '. SIGNED ............. ~-- ~"i111!_3RD q, SE /\J'J , "'i83RD c; • SE TH PL 184TH • PL SE . t El :::_ 51 '>I '£ JJJ ...... ,,,, .... ... "··-~ t,; i= 0:, w "' ::: SLJ184TH ;:;! ST "' V, ~ ~ 1; I~ SE 186TH ST 188TH ST i=/LU .~; .... 'g 11600 "' "' .-,r ,,..,,., .. ..., -,-,t:,. .... ,,;,.,,- w V, ~ ~ 0 -·--·-\ f 96TH / ST ! J / f \ j - Iii -I ST __ ST ____ __,_ E ~~ :::;f"'""1,i ~S!,H_S!_., ! ~I ~\ l" --1 \ \ ~, ............ SE 1-' 'Pl \o;: \~ i=°'t,t rm 2osfH-sr-,~., _-l1~;, ~: .. l8TH ~ t.1< },rt11111 " ST ..-~ t: SE 2t~ \ ~111600 i!(jlll ~-''" O zW~~ t,\'.," LN 'C O !:::V)1,....u ~l rr-">h ... ,.,1 T" < j ~33 .... H 198TH ST 4 .<'f',•1111,Q ,~ s I(.~,~ IC ,:....NT ~<..I, I\.\~, R~Ll'.!'V,,...N'"r'" DI<_,,._, rJ ~~ C.. c.::,1-\ f> L,.:.Jrv .,-L.. 0 C:.0..'T"t ON.,S. '"'''-.!:° S (? 0,L I\: 1'2 "'"'' : ( " SE 13200 ., ' ~ ~ --~.,,."' s':!, 1 R-~ :,t ll:!7TH ST SE 1BBr,<t -1g WY iS >, .... -<C SE 190TH _ ST ~t i= ,,,~ !c,'<;~~ ~ ;i.BfTHQ SE 198TH lf!J!H "'.ll' PV ~ J,c,/' l"'~-JJoo,:H ~ "" ~ ~ ST . I I I SE 1 SE l a ; .. " PL> :,, <· i= ,.... .... ... IIICIBllJllllll'alJIIIB •• i, .... L 1RIJIIII £ Ii l1lllnl Prlnle,l: 3'10/200( 3:lia:47 PM r 37 ............. ....,ft111111 C Ill ....... .... •· 10'7S.0141 C EROSION 12227 SE208TKST GALEN CARIN 11 ll86F4' 1977--0003 C DANG 1Z!07 SE1112NOST 0 GOLDEN HILLS 686R\ 1977-cl072 C fl.DG 122111! $E192NOST li88F2 lffl.0080 C PONDING 192411 121STPLSE EAST OF BENSON ttW'f 886F2 1978-COal C DANG 19!411 1~STP1.SE ll86Fl! 1978-0085 C FUlG 20921 120TH AVE SE SACKVARD 8ll6F4 1981-1!081 C DRNG 191117 122NDPI. SE BLOQaiD/EAST Hill AP£A l!llliFS 1981-c215 C DRtfG 111918 122NDPt.Se CJB CAVING IN 68tlF3 1981..«l:20 C FLDG ~ 120THIWESE PANll!ER LK AREA e86F4 1982.()539 C FU>G 12600 SE 11!C!ND ST EAST KENT MEA 61161'2 - 19113-0424 X DANG 12528 SE202NOPL SVS71!M MAINTENANCE lll6FS 1118+l!091 C ORNG 20856 120Tlf AVE se DfTCHAWNG 681!1'4 1984-0313 R FI.DG 13250 SE192NDST TO ROADS DIVA 6881'2 19114-0S14 C FLDG 13250 se 1 !l2NJ) ST SE 192ND STtl34TH AVE SE 68111'2 1984-0324 C DRNG SE 204ni ST/IZ4TH AVfi. 688F3 198&01FO C FLDG 13517 SE 200THST STORM FIELATED 688Q4 198&0377 E DANG 12002 SE l!OIITHST Vt. 'Ill Cf!1'D Pl\08. BLOCl<ED OAIVEWAY 886f'4 11188-0379 C FLDG 19807 136THPL /' SE EROSION 68llG3 19116-11632 C DANG 13250 SE 1112Nl)ST DAAlf PIPE 886G3 19BII-C832 ER DANG \11251) se 112NDST PROB CRTD fN PRMT PNW 88603 1B8II-0702 C OFING 12240 SE 200lllST MAINTeNANCE OF LOT 68111'3 181lS-1160 C FLDG 13413 SE l0Dll1ST LAND IN Fl.000 PLAIN 9LOCKEO PIPE 688G4 1988-1182 C DANG 13703 6E 200THST SSE 116-1 t,f8,Cl300,,0(81,o49l!,0317 68IIG4 1986-11112 ER DA,IG 137113 SE 20l1THST (DS PI.T) PROS COA. 68884- 1987-o246 C FLDG 211236 1mHPL SE WATl:R FROM NElGleOFIS 87-oa18 6881'9 1987-03CO C DRl'IG 13701 SE 201STST DOWNSPOOTS l'IOT CONNECTEO TO DFiN 888G4 1887.()300 ER VIOi.ATE 13701 SE 20fSTST SEE 1111-11~ t 146 B7-c)491,0317,049I! 6ll8G4 1987-11317 c,. A.DC 1371111 SE 201STST DOWNSPOUTS NOT CONNEC1S) 87..()300 fl8684 1987-0491 C FLDG 1371)0 SE m2NDCT DOWNSPOUTS a&-11,fB, 11B2 87.IJl.'!00.317, 1111884 1S87-Q.f$1 NOA (DS-Pl.11 SWMDU)QIPROII G86G3 1887-0492 C FlDG 137112 SE 202ltll>CT DOWNSPOUTS 86-114&.1192 87-0.10Cl.317. tl88G4 1987.a&75 C DfTCH 19407 1241ll AVE SE ORAINAGE Dl1'CH ON PftOPERT'f 8861'3 1987..IJIM:! C DflNG 19400 lurtl AVE SE EASEMENT ENCLOSING DITOH 118863 . 1987-1)918 C DANG 20238 U!7THPL SE W,O.TER UNDEA HOUSE 87-11246 Gll&F4 (j) 1987-llll88 C DANG 12810 SE 2'1eNDPL ILLEGAL FIU. IN 800$ CREEK ll8GG3 1987-1049 C TO FID COON> !Mm/ffT. 88GF2 t9880222 C DRNG 20280 132NDAVE SE WATER FROM NEW oevaOPEMENT flllllG4 Pago, 1 clS C ur 21 11111 _., .... --·1\'111111 £ It 'IINf'lll ..... DIii 198&02S8 C FLOG 18431 120THAVE SE NEW DRIVEWAY WILL rr FLOOD 88flF2 198&0238 EJI PIPE 111431 1l!IITHAVE se l'E8) exrelSIOtl Of 42" CULVEflT 6881'2 1911110239 C DANG 137$1 se llllll!ND PL WATER FROM Cl.£ANED UP CREaC 686G4 191111-0ki C DANG 19815 133ADAVE se UNFENCED RIO POND/INFO CYTOSWM-1" 1186G3. 11181Ml538 C OflNG 19412 138THPL se NEAR SOOS CReEKIFILLNIO ~ ee&G3 1988-0551 C DflNG 20002 124THAVE SE FILL IN WloTlANDS 68GF3 1988.QIO& C DANG 19122 133RDAVE CHNL. Bl~ CONSml.lCTlON 6G6G3 1986-0806 E DANG 191122 133ROAVE NEWDRAINAGE SYSEM 8BSC33 11189 II003 C DANG 1111112 120THAVE SE ,1NCREASm RUNOfFIOHANEl 686F2 198MO'l8 C DANG 19400 124111 A'JE SE llfTCH fitAlltll'ENIIN 88llFG 19890049 C ORNG 20260 182NDAVE SE (M) FOREST GU!N)SOOS Fl..000 PLAIN 688G4 1988-01!12 C DANG 181112 121fflf AV£ SE X PIPE NOT WORKING 688F2 1989-0828 C DANG 1220I! SE 20irrHST BIJILDeR OF NEW HOME IMFOATED FlU. 88flF4 1989-0410 C DANG 12213 SE 199THST PONDING IN ORAINAGE EASEUENT ea&FG© 198111/.USC DflNG 14438 143FIDPL SE CONST ON NEW NOMEJWET VAFIO G88G3 19890!iS4 C DflN8 ,ms 8l! 20ffllST EROS10N OFVNID9 IH NEW PLAT 686F4 1988D560 C DRN8 2ll508 123AOPL SI; OOWNSPOIJTSERODING VAPID ~ G88F4 18111M1564 C EflOSION 20508 123N:>Pl SE NEW HOME DOWNSPOUTS OPEN ll8Gf'4 1991Ml221 C '[)ANG 13711 SE 1819TM PL DfWN PIPE Fl.lLUSTOAM • ~ 1990-0430 C FlDG 18755 SE l!lletCl~FlOODED HOU$EISTORMEVENT . 1ll90-0494 C DANG 18412 SE 200'THST STORM S88GS 11191).1)494 NOA DRAINAGE 1342 SE 200l'H$T NATURAL DE8AIS TRASH AAc:K INDA REV 6111583 1990-Cl864 ER MANHOLE 1:MOO SE201STPl FAII.URIH.INl:IA CREST Pl.AT DIV 1 a 2 B8BFS 199CMJll1 I C CJ8 13719 SE 189THl't. IN VARI). OVERR.O. 80-0494,221 686GS 1 !Jll0,(J$10 C FLDG 12403 SE 202NDPL WATER FROM NEW OEVELOPEMENT 6116F4 1991>-1001 C FLOG 19412 136THPL SE BACK YARD ff' DANG PIPE 686G3 188C>s1Cl63 C DANG 12025 SE 1S6THST SPRING HIU. ONEOTCH NOTDIWNING 686F& 1lJ90..1130 C wman.v 19500 13311DAVE SE IIANK ST.NII VA~ PlAYIHG NEA 688G3 111!111-1286 C DANG 111&11R 134THCT SE CLEAfllNG OF LOTIDITClf MAlflT ll86GS 1990-1486 C EROSION 12601 SE 201STPt. UNDACAEST ll86F4 1890-1577 SE sruov 1ll&01 SE l!ill1S1' RACE snJDV OF AA&A 81161'4 1890-1596 c'· FllJG 1141)3 SE 202N0Pl WATER ON AOACIIYARDILINDA CREST ST &e8F4 1990-1612 X DANG '1:2S01 SE 201STST 0 LINDA CAEST ON II 111181'4@ 111!1'Hl178 C FI..DGIEAO 1l!II01 se 111mfST -POOUNQ OFWATliiR 6ll8G3 'I 1991-()178 ER FI.DGIEflO 1211111 SE 198THST PW6GED PFIIVATE PIPE 6BIJG3 1991-()178 SR FlDGIERO 12801 SE 198THST HOMEOWB! LOT BNG3 1891-0299 C fU)G 11$'115 121STAVE SE OVB!FLOW OFF PIPES 6116F3 1991--021111 SR FLDG 191135 121STAVE SI: REf'ER TO BALD 8ll6FS 199H)412 C DANG 18SSII 13SRDAVE se EflOStON OF ACeSS FIOAO 88683 11181-cMtli C R..OG. 12100 SE 1977HST WASHOUTOF~ B8l5F3 Paga2al5 ,..-. .. ~ ............. ...._... ---.. ,, ··-·-·- s 3 J5 l .• _ ....... ..... .,,_ In .. ..... '* 1991-1)446 C f\.OG 186SII 1«JTH /.VE SE INFO TO ADSIWATEM:ROSION IN YAFW> 68883 1991-(1612 C FLOG 2002'4 1241N AVE. SE CATCH BASIN~ 686F4 1991-()518 C FLOG 13430 SE 20QTHST 886G4 199NIS18 ~ FI.DG 134BII SE,mntST TOCIP 688G4- 181J1-0S18 PN FLDG 13430 SE 2QOTHST lOCIP 68884 1991-ll679 e Wll\SNI 20313 1ll2NDAVE SE WATER OVER SIDEWALK li86F4 11191-cl579 E WTRS/W 20Cl13 122NONIES1: OH1SWM PIV PLY 88GF4 1991-cJ679 EH WTASNt 208111 1ll2NDAVE SE OHISWM DIV PLY 886F4 1991~ C FLDG l!QII03 1241HAVE SE SMALL DRAIN SY9TeM CLOGGED 888F4 11191.fl?S8 S1 FLDG 12403 SE 2CXINE>PL PONDM IN YAl'llllFENCING ) 6GIIF4 1991-1005 C DRAINAGE 12218 SE 1!11J!HST ea&FG 1119t-1Qli8 C DRAINAGE 1S114 SE 200'l1i ST, -WATERINCRAWLSPACE / S86G4 ® 1!19'1-11158 SA DRAINAGE 13714 SE 2DIITHST NOTNDAP 688G4 - 19112-0200 C EA()SIOH 19513 133ADAVE SE HOMEOWNERS' POND O.F. &8IIG3 1992Ql!OO NOA Efl06ION 1ll801 SE 1!18THST tfOMEOWNERS' PONDO.F. &88Ga 19912.a!DO SR EROSION 19518 133Fl>Ave SE tlOM£OWNERS' POND o.F. 6111183 19112-!l SB 8 s., SltJOY CULVEFIT UPGRADE &8111'4 199H310 C DANG' ,aeoe 134111 Pl SE WETLAND GRADING-ORAIHN3 IN C1IAW 686G3 19Q&.0310 NOA DflNG 191132 134THPL SE WETlNll>GflADING-Df!AINAGE IN CIV,W 88IIG3 199S-0910 AN DRNG 1111182. 13ffi1Pl SE WETI.ANO~GEIN CRAW 68SG3 t~ flN Fl.llG 20247 1171llAVE SE UPSTAl!AM Dl:VELOPMENT 68&F4 199M>412 C DflNG \8600 tMTH PLACE " SE WETLAND CAUSING DIVERSION 68IIG3 198;}0412 NOA DANG 1960D 134ttf PLACE SE WETI.AND CAUSING DIIIEASION 8B8G3 199lMJ412 RN. DANG 18600 1S4TH Pl.ACE SE WEnAND CAUSltlG DIVERSION ~ 1S3,0577 C DANG 13745 SE l!02NOPL PONDINl!l IN YAW ) ,~ NOA DANG 13745 SE 202NDPL NEW PtATWILL ADDRESS 1993-0577 RN ORNG 13746 SE lNll!NDPL l'ONDINGlttYAPI>_, ~ 19118 0680 E EflOSION tBJO SE 201STPl. 68BG3 1993-0580 ER EROSION 128IKI se 201STl'L 688G3 1fl93.0591 C FLOG 20402 1:ll!NDAVE SE EROSION FROM THE Pl.AT OF GRAYSTON 1181184 199S-0591 fill. FLDG 20402 182NDA'Ve SE: EflOSICN FAOM TttE ~T OF GAEYSTON eaBGI 1~c DANG 12l!ll8 SE l!OSTMST SURCHARGE FROM Cl8 88BF4 199G-0794 ""°" DIN'ING -12561 SE IIDIIFID PLACE TOWOA 11116f4 11111G-0794 woe DUMPltlG 11!56t SE 2IJSflEI PLAa: TOWQA 81161'4 1994 0088 C OANC3 19830 1311'HPl SE ACTIVE GRADING \119LATION L9'GVOll6 t8GG3 1994-0118 C DlMal 211448 131STPL SE 8ROl<EN MAIU!OX POST 68BG4 1994-0321 C INQUIAY 12525 SE 203RD PLACE ANY PIPES IN VAAD 'MERE SHEWILL DI 688F4 1994-0431 C PONDING 1211112 SE :!02l'ID PL PONDING IN GUTT£R 68IIF4 1894 0625 WQC ou,a 111862 133RDPl. SE 68tlG3 , •• C-'626 WOE OIUINCB 19852 133ADPL SE 6ll5G3 PagelaU C 1511 l'BITWHl'fl'llillll ............. ar. .. ... -199+0783 C FlU.IN8 20411 182NOAVE se FILL Pl.ACED wmllN SEWEA EASEMENT 8a&G4 1994-0783 NDA Fil.UNG 20411 132NDAVE SE Fill. PLACEDWJTHIN SEWER EASEME»T 6B6G4 1806-0048 C DANG 20l55 12.fflt AVE SE WORK 1M weTI-"C)8 CONTACT AINSLE 688F4 1985,0076 C DIING 20800 1241HAVE SE GAOUND WATER & PVT DRAIN 68&F4. 1995-0587 l( DRtlB l025S 124TH,_VE SE WE1\.AND ON HIS PAOPERlY eaaF4 1911&-0'124 C CI.EANOUT 31334 131STPL SE DRAIN CLEAN-OUT CONST IMPACT 88&84 191160020 C M)PQNI) 19111 SE 198THST PLUGGED CULVEFIT AID DISCHARGE PIP &86C3 1911fMJOB1 C RIDPOND 20255 1:MlHAVE SE DOWNSmEMI IAPACr FROMM> OUTlE 11181'4 19980245 C RUNOFF 1952e 1!2NDPL SE SPAING HILL ELEMENT~ INFO flDS DI caF3 19116-07S8 C FUlG 12282 SE 2IIO'IHST A.OODING OUE TO S10RMANDSU8STN =)~ 1996-0788 ti],\ FI.DG 12282 SE 2001ltST FL.CODING DUE TOSTOFIM AND SUIISTN , 99IHl7IIII R FlDG 12292 SE 200l'HST R.OODING DUE TO STORM AND SlJIISTN · --11111§-lli!!Q C DANG 111121 12411t"YE se Pl UGGSJ !WI CUL\IEAT IMPACT-rO PVT eaGFi£) ., _ 1996-1e35 C DANG 200M 124THAVE SE ROAD IUPROVEMEHl" PROJECr IMPACT 68llF8 1988-111s woe lllM'IHG 13308 SE 18IF1liST WAECl<ED VEH IN RD FACILITY D81444 88G83 1119&-1906 E RIDPCIND 12913 SE 2S2ND PL FENCE ENCROACHMENP INTO TRACI' 81181'3 111117-0591 C DRAINAGE 130GIII SE 20IJlltPL PU'GGED PfllV,_-rE YARD DRAIN TA PAO 611884 1997.(1839 FCA FAC.OOM 1a.1RD AVE SEO SE 19S-19STH klDS ACCESS OVEflFI.OW PIPE NEED TR G88G3 1997-11763 FCR ADPQIID 19825 132ADPL SE WINDFALLS ADJ TO POND PARKS INVOL 68IB.1 1!1!17-1179 C OfWl'W3I: 19118 121STPL SE INSTAU.ATION OF DRNG IN R1W ()U!,'OFF 688F2 1897-1179 NOA DIW*8E 11111S 121SfPL SE INSTAU.AllON OF DANG IN AIW OlDi'OFF 6881'2 1997·1179 R DRAINAGE 19113 121ST PL ; SE INSTHJ.ATION OF DFH3 IN R/W. OLD/OFF l!ll&F2 1997-1301 C DNJNAGE 191215 121STPl SE SUBSTANDMD JNSTLOF DRN8 SYS P'IT 688F2 1997-1505 C TflEES 122SI!, se 20ffllST OANGEROVS~ONCOUNTY PROP 8ll8F& 19117-1"1 FCR RIO 19IIOO 13'ADAVE SE DEBfllS & UTTER 8LOCl(l'4G TJIASH RAC l86G3 1997·1S72 C TAl!E 1Zl32 SE 2llOl1'f ST REMOVAL OFWINDFAU.8 REQUIRED 11861'3 1991H11oe woe OILSPLL SE 1&9ffn:.MAW. SE SPILLOF f'()LWTANTSALONG RD JWI l!BGRI 1 II08 11223 F<:R FENCE 20814 1271'HPL se: DMMGS) FENCE .ADJACl:NTlO FENCi! 88IF4 18!NI-D361 C DIWNAGE 111483 SE 191ffltPL INFOREOURSTRE~ENFl'A eaeFS 1998 0897 FCR DRAINAGE 183RD SE O SE 1B5-19li'T1i PWGGE!DTRASH AACl<S p()NDING Ul'ST eae6S 1998 0922 FCR flDPI.IJ8D SE l!08T1i ST/127TH AVE PWGBED ORIFICE & FENCE REPAIR 68IIF4 18911 D!l21l C '· ~ 19138 121STPL SE M'PMElff OBSTI'IUCTION IN ROAD DRN ll88F2 19990!03 C FENO& .12455 SE 1981'HPL flEQ1JEST FOR FENCE 80LLARDS A-r /400 8IIIIF3 191nM1915 FCR PLUeGED 11111QO 133FIDAVE SE PUJGGB> TRASH RAGKSDORISREMOY eeaGS 2000-03ll6 C DOM 12tll!S SE 111QND5r REQUEST TO DI\IEHTFLOW ~ 68IIF2 200!>0415 C Mt,N 1Z!08 SE 21111'HPL YEGET ATION GAOWTH IN TRACT. lJIACT 611111'4 2000-0501 FOR MUG 19915 133FIDAV£ SE DAIWIETO RID POND FRO NEIGH80RH l88G3 200().0713 C DOM 122112 S£ ZIC1TH ST INCAEASE PLOWWS IMPACTING DRA111A l!88F3 '\ _ 20ll!Hl713 NM-ODM 1l!.2SI SE 200TH ST INCREASE FU>WS IMPACl1NG DRAINAGE ::;;® 20004713 R DOM 111232 SE 200-rH ST IHCAEASE FLOWS IMPACTING DRAINAGE Page4ol5 0 -R•• ------• C £1 I I = 1,. .. , .... ... Pl'lllflll m .. Ina .... ..... l!IX>1.ai!14 C DOM 20813 128THAVE SE untJTY WORK DAMAGED STUB OOR DFIA ll86f'4 2001-1M16 woe WQB 1~ se zomtST CONCEflN OF SOAP SUOS 8EIN8 DISCHA 886FB 2001-11456 WQC WQB 12313 SE 198THST APPARl:NT I.ACK OF POWJ'TANT CONTR llll6F3 2001-o!SS W<lR WCIB 12313 S£ 198THST APPARENT LACK OF POU..UTANT CONTR 151161'3 2G01-o47t FOR MNN -1amtAVE SE IIEGE'f'ATION 8flOWTH HEAVIER THAN M 888G4 2ll01.fl632 FCC WQO 1/MSO SE 208TJiST APPAAENT DUMPING OF PAINT OR ?? INT ll86F4 2001~ WQR WQD 1ll430 SE 20lffl!ST APPMENI' DUMPING Of' PAINT OR?? INT 68eF4 2DOH02I C arA , .. SE aocmiST INPOAMAllON REQUEST" R£GAROING PO ll8IIG3 3XIC!-0268 FOR B&R -131STPLSE BIO-SWAI.E RETRC>Ftr li88G,1I 2!lCl2-0268 AET llSR 20368 131ST PL St! Bf0.SWALE AeTFIO-FIT 6111184 20llM4«I C MMA 121!35 SE 191JTHfrf FIEQUESTTO REMOVE TREES OH COUNT fl8IR ~ DOM LAICEY EOF132ND APPARENT BEAVSI ACTIVITY IN SOOS C 6111184 200HalQ C 00M I.AKEY E0Ft32ND APPARENT BEAVER ACTMTY IN SOOS C 88&G4 2002-o803 Na.t.-00M LAKEY E0F1S2ND APPMIENTBl:AVl:fl>CrMrY IN SOOS C 68IIG4 2.002-0803 R DOU I.AKEY EOF192ND APPARENT BEAVER NJrtVrr'/ lM SOOS C 6ll6G4 2003-0545 WQR woe 18801 USl'>IPLSE 688F2 200:M>782 \NOA ~ 19433 VASHON tfWV SW BMPS ate AU.1111 Pl.ACE 68eF2 2003-0809 WQC WQDR 18601 1l!fm1P1..SE AUTO FLUID RESIDUE Off STftEET AS AR 888F2 2004-019S FCR MNU 12115 S£ 2118Tt1Pl .... IOck on Q1118. IIIV8ligalian "'-ga1 686F4 APPENDIX C ANALYSIS AND DESIGN \ \ \, ~~~~~~~\\ \ \ FOREST: .1 I BUILDING: PAVEMENT: POND: LANDSCAPE: TOTAL: EXISTING SITE: SITE SF (AC): 251,117 (5. 77) 4,535 (0.10) 16,570 (0.38) 47,121 (108) 319,343 (7.33) N EB '---,- PROPOSED SITE: SITE SF (AC): ... -'" \ c I · . ~u \ •,;:.·. ·:: J-Y ' I .. \ . \~. ·1s ~i1 ~ \ \ \ \1?\ \ 0 I \ \ 75 I 150 : 4,592x47x0.7 = 151,077 (3.47) 55,005 (1.26) SCALE: !" = 150 ft. 8,000 (0.18) 105,261 (2.42) 319,343 (7 33) ROOF AND D /WS: (70% OF LOT AREA OR 4,000 SF -WHICHEVER IS LESS) pond.exc Fleuve des voiles & cogger Plats Runoff Cales Input 5/13/05 KCRTS Program ... File Directory: C:\KC_SWDM\KC_DATA\ [CJ CREATE a new Time series ST 5. 77 0.00 1.08 0.00 o.oo 0.00 0.00 0.48 exist.tsf T 1.00000 T 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 [CJ CREATE a new Time series ST dev.tsf T o.oo 0.00 2.42 0.00 0.00 0.00 0.00 4.91 1. 00000 T 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.000000 Till Forest 0.000000 Till Pasture 0.000000 Till Grass 0.000000 outwash Forest 0.000000 outwash Pasture 0.000000 outwash Grass 0.000000 wetland 0.000000 Impervious 0.000000 Till Forest 0.000000 Till Pasture 0.000000 Till Grass 0.000000 outwash Forest 0.000000 outwash Pasture 0.000000 outwash Grass 0.000000 wetland 0.000000 Impervious [TJ Enter the Analysis TOOLS Module [P] compute PEAKS and Flow Frequencies exist.tsf exist.pks [P] compute PEAKS and Flow Frequencies dev. tsf dev.pks [R] RETURN to Previous Menu [X] exit KCRTS Program Page 1 Fleuve des voiles & cogger Plats Runoff Cales 5/13/05 Flow Frequency Analysis Time series File:exist.tsf Project· Location:Sea-Tac ---Annual Flow Rate (CFS) 0.531 0.246 0.502 0.140 0.288 0.479 0.434 0.868 Peak Flow Rates--- Rank Time of Peak 2 7 3 8 6 4 s 1 2/09/01 15:00 1/05/02 16:00 2/28/03 3:00 8/26/04 2:00 1/05/05 8:00 1/18/06 16:00 11/24/06 4:00 1/09/08 6:00 computed Peaks Flow Frequency Analysis Time series File:dev.tsf Project Location:sea-Tac ---Annual Flow Rate (CFS) 1.41 1.16 1.69 1.27 1. 52 1. so 1.84 2.83 Peak Flow Rates--- Rank Time of Peak 6 8 3 7 4 s 2 1 2/09/01 2:00 1/05/02 16: 00 2/27/03 7:00 8/26/04 2:00 10/28/04 16: 00 1/18/06 16:00 10/26/06 0:00 1/09/08 6:00 computed Peaks Flow Frequency Analysis Time series File:devlS.tsf Project Location:Sea-Tac --~Annual Peak Flow Rates--- Flow Rate Rank Time of Peak (CFS) 2.34 6 8/27/01 18 00 1.64 8 1/05/02 15 00 4.96 2 12/08/02 17 15 1.88 7 8/23/04 14 30 2.76 5 11/17/04 S 00 2. 77 4 10/27/05 10 45 3.25 3 10/25/06 22 45 7.01 1 1/09/08 6 30 computed Peaks IH·ur:r.: l,(~) : 3' sumpks.txt -_----Flow Frequency Analysis------- --Peaks --Rank Return Prob (CFS) Period 0.868 1 100.00 0. 531 2 25.00 0. 502 3 10.00 0.479 4 5.00 0.434 S 3.00 0.288 6 2.00 0.246 7 1.30 0.140 8 1.10 0. 756 50.00 0.990 0.960 0.900 0.800 0.667 0.500 0.231 0.091 0.980 -----Flow Frequency Analysis------- --Peaks --Rank Return Prob (CFS) Period 2.83 1 100.00 1.84 2 25.00 1.69 3 10.00 1.52 4 5.00 1.50 5 3.00 1.41 6 2.00 1.27 7 1.30 1.16 8 1.10 2.50 50.00 0.990 0.960 0.900 0.800 0.667 0.500 0.231 0.091 0.980 -----Flow Frequency Analysis------- --Peaks --Rank Return Prob (CFS) Period 7.01 1 100.00 0.990 4.96 2 25.00 0.960 3.25 3 10.00 0.900 2. 77 4 5.00 0.800 2.76 s 3.00 0.667 2. 34 6 2.00 0.500 1.88 7 1. 30 0.231 1.64 8 1.10 0.091 6. 33 50.00 0.980 Page 1 Fleuve des Voiles ~ Cogger Plats Retention/Detention Facility 5/13/05 Type of Facility: Side Slope: Pond Bottom Length: Pond Bottom Width: Pond Bottom Area: Top Area at 1 ft. FB: Effective Storage Depth: Stage O Elevation: Storage Volume: Vertical Permeability: Permeable surfaces: Riser Head: Riser Diameter: Number of orifices: Orifice ff 1 2 Height (ft) 0.00 2.30 Infiltration Pond 2.00 H:lV 131.20 ft 43.73 ft 5738. sq. ft 9637. sq. ft 0.221 acres 4.00 ft 0.00 ft 28892. cu. ft 0.663 ac-ft 60.00 min/in Bottom & Sides 4.00 ft 12.00 inches 2 Diameter (inl 2.65 1. 86 Full Head Discharge (CFS) 0.380 0.122 Top Notch Weir: None Outflow Rating Curve: None Pipe Diameter (in) 4 .0 Stage Elevation Storage Discharge Percolation (ft) I ft) (cu. ft) (ac-ft) (cfs) (cfs) 0.00 0.00 0. 0.000 0.000 0.00 0.03 0.03 173. 0.004 0.032 0.13 0 .06 0.06 346. 0.008 0.045 0.13 0.08 0.08 461. 0. 011 0.055 0.13 0.11 0.11 635. 0.015 0.063 0.13 0.14 0.14 810. 0.019 0.071 0.14 0.17 0.17 986. 0. 023 0. 077 0.14 0.19 0.19 1103. 0.025 0.083 0.14 0.22 0.22 1279. 0. 029 0.089 0.14 0.25 0.25 1457. 0. 033 0.095 0.14 0.35 0.35 2051. 0. 047 0.112 0.14 0.45 0.45 2654. 0. 061 0.127 0. 14 0.55 0.55 3263. 0. 075 0.141 0.14 0.65 0. 65 3879. 0.089 0.153 0.14 0.75 0.75 4503. 0.103 0 .164 0.15 0.85 0.85 5134. 0.118 0 .175 0.15 0.95 0.95 5772. 0.132 0.185 0.15 1.05 1.05 6417. 0.147 0.195 0.15 1.15 1.15 7070. 0 .162 0.204 0.15 1.25 1.25 7730. 0.177 0.212 0.15 1.35 1. 35 8397. 0 .193 0.221 0.16 1. 45 1. 45 9072. 0.208 0. 229 0.16 1. 55 1.55 9755. 0.224 0.236 0.16 1. 65 1. 65 10444. 0.240 0.244 0.16 1. 75 1. 75 11142. 0.256 0.251 0.16 1. 85 1.85 11847. 0.272 0.258 0.16 1. 95 1. 95 12559. 0.288 0.265 0 .17 2 .05 2.05 13279. 0. 305 0 .272 0 .17 2 .15 2.15 14007. 0.322 0.278 0 .17 2.25 2.25 14743. 0.338 0.285 0 .17 2. 30 2.30 15113. 0.347 0.288 a .17 2. 32 2.32 15262. 0.350 0.290 0.17 2.34 2.34 15411. 0.354 0.293 0 .17 2.36 2 .36 15561. 0.357 0.298 0 .17 2.38 2.38 15710. 0.361 0.304 0 .17 2.40 2.40 15861. 0. 364 0.312 0 .17 2.42 2. 42 16011. 0. 368 0.320 0.17 2.44 2.44 16162. 0.371 0.330 a .11 2.45 2.45 16237. 0.373 0.335 0.17 2.55 2.55 16996. 0.390 o. 351 0.18 Surf Area (sq. ft) 5738. 5759. 5780. 5794. 5815. 5836. 5858. 5872. 5893. 5914. 5985. 6056. 6128. 6200. 6272. 6344. 6417. 6491. 6564. 6638. 6712. 6786. 6861. 6936. 7012. 7087. 7163. 7240. 7317. 7394. 7432. 7448. 7463. 7479. 7494. 7510. 7525. 7541. 7549. 7627. Hyd 1 2 3 4 5 6 7 8 2.65 2.75 2.85 2. 95 3.05 3 .15 3.25 3.35 3. 45 3.55 3. 65 3.75 3.85 3.95 4.00 4 .10 4 .20 4.30 4.40 4.50 4.60 4. 70 4.80 4.90 5.00 5 .10 5 .20 5.30 5.40 5.50 5.60 5. 70 5 .80 5.90 6.00 Inflow 2 .83 1.42 1. 41 1. 50 1. 69 0.89 1.16 1. 27 2. 65 2.75 2.85 2.95 3.05 3.15 3.25 3.35 3.45 3. 55 3. 65 3.75 3. 85 3. 95 4.00 4 .10 4.20 4.30 4.40 4.50 4. 60 4.70 4. 80 4. 90 5.00 5 .10 5.20 5. 30 5. 40 5. 50 5. 60 5.70 5. 80 5. 90 6.00 Outflow Target Cale ******* 2.17 ******* 0.54 0. 50 0. 50 ******* 0.50 ** ... **** 0.41 0.29 0.29 ******* 0. 23 ******* 0.22 177 62. 18537. 19319. 20109. 20907. 21713. 22528. 23350. 24180. 25018. 258 65. 26719. 27582. 28453. 28892. 29775. 30667. 31567. 32476. 33393. 34318. 35252. 36194. 37145. 38104. 39072. 40049. 41034. 42028. 4 3031. 44042. 45062. 4 6092. 47129. 48176. Peak Stage 4.31 4.01 4.00 3.96 3.06 2.26 1. 46 1. 37 Route Time Series through Facility Inflow Time Series File:dev.tsf Outflow Time series ~ile:rdout 0.408 0. 426 0.444 0. 462 0.480 0. 498 0.517 0.536 0.555 0.574 0.594 0. 613 0. 633 0. 653 0.663 0.684 0.704 0. 725 0. 746 0. 767 0. 788 0 .809 0.831 0.853 0.875 0 .897 0.919 0.942 0.965 0.988 1.011 1. 034 1.058 1.082 1.106 Elev 4.31 4.01 4.00 3.96 3.06 2.26 1.46 1.37 0.365 0. 379 0.391 0.402 o. 413 0.424 0.434 0. 44 4 0.454 0. 463 0. 472 0.481 0.490 0. 498 0.502 o. 818 1.390 2 .130 2.930 3.220 3.480 3.720 3. 950 4.160 4.360 4 .550. 4.740 4.910 5.080 5.250 5 .400 5.560 5. 710 5.850 5.990 Storage 0.18 0.18 0.18 0.18 0.19 0 .19 0.19 0.19 0.19 0.19 0.20 0.20 0.20 0.20 0.20 0.21 0.21 0.21 0.21 0.21 0.22 0.22 0.22 0.22 0.22 0.23 0.23 0.23 0.23 0.23 0.24 0.24 0.24 0.24 0.24 (Cu-Ft} (Ac-Ft) 31616. 0.726 28986. 0.665 28885. 0.663 28537. 0.655 21014. 0.482 14784. 0.339 9153. 0.210 8507. 0.195 Inflow/Outflow Analysis Peak Inflow Discharge: Peak Outflow Discharge: Peak Reservoir Stage: 2.83 CFS at 6:00 on Jan 9 in Year 8 2.17 CFS at 9:00 on Jan 9 in Year 8 4.31 Ft Peak Reservoir Elev: 4.31 Ft Peak Reservoir Storage: 31616. cu-Ft 0. 726 Ac-Ft Flow Frequency Analysis Time Series File;rdout.tsf Project Location:Sea-Tac ---Annual Flow Rate (CFS) 0.502 0.230 0.414 0.222 Peak Flow Rates--- Rank Time of Peak 3 2/09/01 19,00 7 1/05/02 18:00 5 2/27/03 10:00 8 8/23/04 23,00 -----Flow Frequency Analysis------- --Peaks --Rank Return Prob (CFS) (ft) Period 2.17 4.31 1 100.00 0.990 0.536 4.01 2 25.00 0.960 0.502 4.00 3 10.00 0.900 0.499 3.96 4 5.00 0.800 7705. 7783. 7862. 7942. 8021. 8101. 8181. 8262. 8343. 8424. 8505. 8587. 8669. 8752. 8793. 8876. 8959. 9043. 9127. 9211. 9296. 9380. 9466. 9551. 9637. 9723. 9809. 9896. 9983. 10071. 10158. 10247. 10335. 10424. 10513. 0.285 6 1/05/05 10:00 0.414 3.06 5 3.00 0. 667 0. 4 99 4 1/18/06 22:00 0.285 2.26 6 2.00 0.500 0.536 2 11/24/06 6:00 0.230 1. 46 7 1.30 0.231 2.17 1 1/09/08 9:00 0.222 1.36 8 1.10 0.091 computed Peaks 1. 63 4 .23 50.00 0. 980 Return Period 101~-----------2~1 ____ 5..______1i __ ~ · ~.o rdout.pks in Sea-Tac exist.pks -'f) .L :.) -Q) e> ctl C (.) IJ) '.) 10° LO • • 0 (> • R • t +OO ___ _ 10-1----'----~-~-~--~-~-~~-~~-~--~-~--~~ 1 2 5 10 20 30 40 50 60 70 80 Cumulative Probability 90 95 98 99 Treatment Pond Sizing Routine Project: Fleuve des Voiles & Gagger Plats Treatment Pond Date: 5/13/2005 Blue represents manual entry fields Red represents calculated fields Step 1: Wetpool volume factor (f) ... either 3 or 4.5 f= 3 Step 2: Mean annual rainfall (R) ... from Fig. 6.4.1.A, pg 6-69 R= 0.47 in Step 3: Runoff (Vr) ... Vr=(0.9Ai+0.25Atg+0.1 OAtf+0.01Ao)xR/12 Ai= 214,082 sf Atg = 105,261 sf Alf= o sf Ao= 0 sf Vr= 8,577 cf Step 4: Wetpool volume (Vb) ... Vb=fVr Vb= 25.731 cf Step 5: Wetpool dimensions ... Vb=h(A 1 +A2)/2 Solve by trial & error A1= 5.450 sf L= 43 ft 3L= 128 ft h= 8 ft S= 2 ft A2 = 1,018 sf *Vb= 25,873 cf *if Vb calculated in Step 5 < Vb from Step 4, then increase h Cell 1 must contain 25% -35% of total wetpool volume Cell 1 required volume between 6,433 and Cell 1 A1= h= S= A2 = V= (43x44) 2,000 sf 8 ft 2 ft 162 sf 8,647 cf Drainage Cales FV.xls (Treatment Pond ) 5/13/2005 Cell 2 A1 = h= S= A2= V= 9,006 cf (43x84) 3,600 sf 8 ft 2 ft 784 sf 17,536 cf *Vb= 26,183 cf J /"' "~um,· ~ -~n • I I 29 •= ;!, ' 27 -.. - ~; .. - "' - " "" '2J•"" - FOREST: PAVEMENT: "' "" EXISTING 124 TH: SITE SF (AC): 4,000 (0.09) 7,064 (0.16) LANDSCAPE: .3,801 (0.09) TOTAL: 14,865 (0.34) N EB .. '3(' - ... \ I \ ... - .. ,,,,~· --~· ,-.. (,· PROPOSED 124TH: SITE SF (AC): 14,422 (0.33) 4.33 (0.01) 14,865 (0.34) \ jno ""\ \ \ "' \ ... ~,. \ \ \ \ I \ \ \ I " 0 "i '2. t ~ ~ 'ic s ~ \ ' \ \ \ -~ \ \ \ \ I \ \ 0 75 I SCALE: t'' \ \ \ \ 150 150 rt. 124th AVenue SE Runoff Cales Input 5/13/05 vault.exc KCRTS Program ... File Directory: C:\Kc_SWDM\Kc_DATA\ (CJ CREATE a new Time series ST 0.09 0.00 0.09 0.00 0.00 0.00 0.00 0.16 exist.tsf T 1.00000 T 0.00 0.00 0.00 0.00 0.00 0.00 0.00 o.oo [C) CREATE a new Time series ST dev.tsf T 0.00 0.00 0.01 o.oo 0.00 0.00 0.00 o. 33 1.00000 T 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.000000 Till Forest 0.000000 Till Pasture 0.000000 Till Grass 0.000000 outwash ·Forest 0.000000 outwash Pasture 0.000000 outwash Grass 0.000000 wetland 0.000000 Impervious 0.000000 Till Forest 0.000000 Till Pasture 0.000000 Till Grass 0.000000 outwash Forest 0.000000 outwash Pasture 0.000000 outwash Grass 0.000000 wetland 0.000000 Impervious [Tl Enter the Analysis TOOLS Module [P compute PEAKS and Flow Frequencies ex1st.tsf exist.pks [P] compute PEAKS and Flow Frequencies dev.tsf dev.pks [R] RETURN to Previous Menu [X] exit KCRTS Program Page 1 • 124th Avenue SE Runoff Cales 5/13/05 Flow Frequency Analysis Time series File:exist.tsf Project Location:sea-Tac ---Annual Peak Fl OW Rates--- Flow Rate Rank Time of Peak (CFS) 0.050 5 2/09/01 2:00 0.040 8 1/05/02 16:00 0.060 3 2/27/03 7:00 0.042 7 8/26/04 2:00 0.050 6 10/28/04 16:00 O.OS3 4 1/18/06 16:00 0.060 2 10/26/06 0:00 0.101 1 1/09/08 6:00 computed Peaks Flow Frequency Analysis Time Series File:dev.tsf Project Location:sea-Tac ---Annual Peak Flow Rates--- Flow Rate Rank Time of Peak (CFS) 0.081 7 2/09/01 2:00 0.071 8 1/05/02 16:00 0.099 3 12/08/02 18:00 0.083 6 8/26/04 2:00 0.098 4 10/28/04 16: 00 0.086 5 1/18/06 16:00 0.120 2 10/26/06 0:00 0.158 1 1/09/08 6:00 computed Peaks Flow Frequency Analysis Time series File:devlS.tsf Project Location:sea-Tac ---Annual Peak Flow Rates--- Flow Rate Rank Time of Peak (CFS) 0.162 6 8/27 /01 18 00 0.113 8 9/17 /02 17 45 0.308 2 12/08/02 17 15 0.131 7 8/23/04 14 30 0.172 5 10/28/04 16 00 0.182 4 10/27/05 10 45 0.220 3 10/25/06 22 45 0.406 1 1/09/08 6 30 computed Peaks Q /AA,' -; l/6 (o. o() -,, 0,0?-· sumpks.txt -----Flow Frequency Analysis------- --Peaks --Rank Return Prob (CFS) Period 0.101 1 100.00 0.990 0.060 2 25.00 0.960 0.060 3 10.00 0.900 0.053 4 5.00 0.800 0.050 5 3.00 0.667 0.050 6 2.00 o. 500 0.042 7 1. 30 0.231 0.040 8 1.10 0.091 0.087 50.00 0.980 · -----Flow Frequency Analysis------- --Peaks Rank Return Prob (CFS) Period 0.158 1 100.00 0.990 0.120 2 25 .00 0.960 0.099 3 10.00 0.900 0.098 4 5 .00 0.800 0.086 5 3.00 0.667 0.083 6 2.00 0.500 0.081 7 1. 30 0.231 0.071 8 1.10 0.091 0.145 S0.00 0.980 -----Flow Frequency Analysis------- --Peaks --Rank Return Prob (CFS) 0.406 0.308 0.220 0.182 0.172 0.162 0.131 0.113 0.374 Period 1 100.00 0.990 2 25.00 0.960 3 10.00 0.900 4 5.00 0.800 5 3.00 0.667 6 2.00 o. 500 7 1. 30 0.231 8 1.10 0.091 50.00 0.980 Qv.1%-= o.<o1{ D.11o-i) -: 0.\\ ch Page 1 124th Avenue SE Retention/Detention Facility 5/13/05 Type of Facility: Detention vault Facility Length: 22.48 ft Facility Width: 22.48 ft Facility Area: 505. sq. ft Effective Storage Depth: 2.00 ft Stage O Elevation: 0.00 ft Storage Volume: 1011. cu. ft Riser Head: 2.00 ft Riser Diameter: 12.00 inches Number of orifices: 2 Full Head Pipe Orifice t Height Diameter Discharge Diameter (ft) (in) (CFS) {in) 1 0.00 1.14 0.050 2 1. 50 0.73 0.010 4.0 Top Notch Weir: None outflow Rating curve: None Stage Elevation storage Discharge Percolation (ft) (ft) (cu. ft) (ac-ft) (cfs) (cfs) 0.00 0.00 0. 0.000 0.000 0. 00 0.01 0.01 5. 0.000 0.004 0. 00 0.02 0.02 10. 0 .000 0.005 0. 00 0.04 0.04 20. 0.000 0.007 0.00 0.05 0. 05 25. 0.001 0.008 0.00 0 .06 0.06 30. 0.001 0.009 0.00 0.07 0. 07 35. 0.001 0.009 0.00 0.08 0. 08 40. 0.001 0.010 0.00 0.10 0.10 51. 0.001 0 .011 0 .00 0.20 0 .20 101. 0. 002 0.016 0 .00 0.30 0.30 152. 0.003 0.019 0.00 0.40 0 .40 202. 0 .005 0.022 0.00 0. 50 a.so 253. 0.006 0.025 0.00 0. 60 0.60 303. 0.007 0.027 0.00 0.70 0.70 354. 0 .008 0.029 0.00 0. 80 0.80 404. 0.009 0 .032 0.00 0.90 0.90 455. 0.010 0.033 0.00 1. 00 1. 00 505. 0.012 0.035 0. 00 1.10 1.10 556. 0.013 0.037 0. 00 1. 20 1. 20 607. 0.014 0.039 0. 00 1. 30 1. 30 657. 0.015 0.040 0. 00 1. 40 1. 40 708. 0.016 0.042 0. 00 1.50 1.50 758. 0.017 0.043 0.00 1.51 1. 51 763. 0.018 0.043 0.00 1.52 1. 52 768. 0.018 0.045 0.00 1.53 1. 53 773. 0.018 0.045 0.00 1.54 1. 54 778. 0.018 0.047 0.00 1.55 1.55 783. 0.018 0.047 0.00 1. 56 1. 56 788. 0.018 0.048 0.00 1. 66 1.66 839. 0.019 0.051 0.00 1. 76 1. 76 890. 0. 020 0.054 0.00 1. 86 1. 86 940. 0. 022 0.057 0 .oo 1. 96 l. 96 991. 0. 023 0.059 0 .00 2.00 2.00 1011. 0. 023 0.060 0.00 2.10 2 .10 1061. 0. 024 0.370 0.00 2.20 2.20 1112. 0. 026 0.935 0.00 2.30 2.30 1162. 0.027 1. 670 0.00 2.40 2.40 1213. 0.028 2. 460 0.00 2. 50 2.50 12 64. 0.029 2.740 0.00 2. 60 2. 60 1314. 0.030 3.000 0.00 2.70 2.70 1365. 0.031 3.240 0.00 2.80 2.80 1415. 0.032 3 .460 0.00 2.90 2.90 1466. 0.034 3.670 0.00 3.00 3.00 1516. 0.035 3 .860 0.00 3.10 3.10 1567. 0.036 4.050 0.00 3.20 3.20 1617. 0.037 4.220 0.00 3.30 3.30 1668. 0.038 4.400 0.00 3 _ 40 3. 40 1718. 0.039 4 .560 0.00 3 .50 3.50 1769. 0.041 4. 720 0.00 3.60 3.60 1819. 0.042 4. 870 0.00 3. 70 3. 70 1870. 0.043 5.020 0.00 3. 80 3.80 1921. 0.044 5.160 0.00 3.90 3.90 1971. 0.045 5.310 0.00 4.00 4. 00 2022. 0.046 5.440 0.00 Hyd Inflow Outflow Peak Storage Target Cale Stage E:lev {Cu-Ft) (Ac-Ft} 1 0.16 ******* 0.16 2.03 2.03 1027. 0.024 2 0.09 ******* 0.07 2.00 2.00 1012. 0.023 3 0.09 0.06 0.06 2.00 2.00 1011. 0.023 4 0.10 ******* 0.06 1.80 1. 80 908. 0.021 5 0.08 ******* 0.05 1. 69 1. 69 856. o·. 020 6 0.10 0. 05 0.05 1. 53 1. 53 775. 0.018 7 0.07 ******* 0.03 0.91 0.91 457. 0. 011 8 0.08 ******* 0.03 0.89 0. 89 451. 0.010 ---------------------------------- Route Time Series through Facility Inflow Time Series File: dev. tsf Outflow Time Series File:rdout Inflow/Outflow Analysis Peak Inflow Discharge: 0.158 CFS at 6,00 on Jan 9 in Year 8 Peak Outflow Discharge: 0.158 CFS at 7 ,oo on Jan 9 in Year 8 Peak Reservoir Stage: 2.03 Ft Peak Reservoir Elev: 2.03 Ft Peak Reservoir Storage: 1027. Cu-Ft 0.024 Ac-Ft Flow Frequency Analysis Time Series File:rdout.tsf Project Location:Sea-Tac ---Annual Peak rlow Rates--------Flow Frequency Analysis------- now Rate Rank Time of Peak --Peaks --Rank Return Prob (CFS) (CFS) (ft) Period 0.052 5 2/09/01 7:00 0.15B 2. 03 1 100.00 0.990 0.033 7 1/05/02 17 :00 0.068 2. 00 2 25.00 0. 960 0.055 4 2/27 /03 10,00 0.060 2. 00 3 10.00 0.900 0.033 8 8/23/04 20:00 0.055 1. 80 4 5.00 a.BOO 0.046 6 10/28/04 19:00 0.052 1. 69 5 3.00 0. 667 0.068 2 1/18/06 17,00 0.046 1. 53 6 2.00 0.500 0.060 3 11/24/06 s,oo 0.033 0. 90 7 1.30 0.231 0.158 1 1/09/08 7:00 0.033 0. 89 8 1.10 0.091 Computed Peaks 0.128 2.02 50 .00 0.980 . 100,~_j.-o.-rd-out.pks in Sea-Tac _j exist.pks -'.I) .L :.) - Return Period 2 51 1p 0 Q) Cl 10·1-+-___________________________ ____. .... co C () en :i "' + + <> 0 R ___ _ + i 0 00 ___ _ + 0 + 10·2 ---"------------------------------~ 98 99 20 30 40 50 60 70 80 Cumulative Probability 90 95 1 2 5 10 Treatment Pond Sizing Routine Project: Fleuve des Voiles & Cogger Plats 124th Avenue SE Treatment Pond Date: 5/13/2005 Blue represents manual entry fields Red represents calculated fields Step 1: Wetpool volume factor (f) ... either 3 or 4.5 f= 3 Step 2: Mean annual rainfall (R) ... from Fig. 6.4.1.A, pg 6-69 R= 0.47 in Step 3: Runoff (Vr) ... Vr=(0.9Ai+0.25Atg+0.1 OAtf+0.01Ao)xR/12 Ai= 14,422 sf Atg = 433 sf Alf= O sf Ao= O sf Vr= 513 cf Step 4: Wetpool volume (Vb) ... Vb=fVr Vb= 1,538 cf Step 5: Wetpool dimensions ... Vb=h(A1+A2)/2 Solve by trial & error A1= 680sf h = 4 ft S = 0.000001 ft A2 = 680 sf *Vb = 2,720 cf *if Vb calculated in Step 5 < Vb from Step 4, then increase h Drainage Cales FV.xls (Treatment Pond 124th) 5/13/2005 APPENDIX E BOND QUANTITIES WORKSHEET (not included in this preliminary report) RETENTION/DETENTION FACILITY SUMMARY SHEET & SKETCH DECLARATION OF COVENANT (not included in this preliminary report) KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL STORMWATER FACILITY SUMMARY SHEET Development He.uveJf'i U1/e.r ,aJ5kB/sDate Q,Os')oc Location /22.ituf£ t9ZLid ,(/-aei f2en/ur. I I ENGINEER Name Firm Address Phone Firm Address Phone Developed Site: Acres ,. 7'-/ -r0.9 5 Number of lots ?CJ+ 2 Number of detention facilities on site: Number of infiltration facilities on site: __j_ ponds <c-------~';> / ponds ____J___ vaults ___ vaults tanks tanks Flow control provided in regional facility (give location). __________________ _ No flow control required Exemption number _______________ _ Downstream Drainaee Basins Immediate Basin A (,,~.--(l_,A/, Basin B ,\;,~r (]~-I, Basin C Basin D Number & type of water quality facilities on site: ___ biofiltration swale ( regular/wet/ or continuous inflow?) __ /_ combined detentiort/WQ pond \ (WQ portio~or large?) '--? / combined detentiort/wetvault ___ compost filter ___ filter strip ___ flow dispersion ___ farm management plan ___ landscape management plan MaiorBasin ___ sand filter (basic or large?) ___ sand filter, linear (basic or large?) ___ sand filter vault (basic or large?) stormwat~and __j__ wetpond ~r large?) ___ wetvault ___ oiVwater separator (baffle or coalescing plate?) ___ catch basin inserts: Manufacturer ___________________ _ ___ pre-settling pond ___ pre-settling structure: Manufacturer _____________ ~----- ---flow-splitter catchbasin DESIGN INFORMATION DESIGN INFORMATION, cont'd 1998 Surface Water Design Manual TOTAL INDIVIDUAL BASIN C D INDIVIDUAL BASIN 1 911198 KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL Drainage basin(s) A B C D Onsite area 7. '<~ ,1:, J Offsite area Tvoe of Storage Facilitv v/TY\,1 I/. DI. Live Storage Volume 29 1,C/7 I 111 J Predeveloped Runoff Rate 2-year 0.7t-\i i'J,OSL> 10-vear 0,1'1 D'l. o_nr,o 100-vear r> IA ,P ;rJ I/)/ Developed runoff rate 2-year l </. I ,() /Jk''? IO-year I, ,",,q /J,O'l<J 100-vear ? F".~ ,fJ, /("K' Type ofrestrictor "-,,, ,,_,L Size of orifice/restriction No. I -·-·-· 2,1 or·/ .. /. Ji/ No.2 I <t. .. o. ,. '? No.3 No.4 FLOW CONTROL & WATER QUALITY FACILITY SUMMARY SHEET SKETCH All detention, infiltration and water quality facilities must include a sketch per the following criteria: 1. Heading for the drawings should be located at the top of the sketch (top right-hand corner). The heading should contain: • North arrow (point up or to left) • D9# • Plat name or short plat number • Address (nearest) • Date drawn ( or updated) • Thomas Brothers page, grid number 2. Label CBs and MHs with the plan and profile designation. Label the control structure in writing or abbreviate with C.S. Indicate which structures provide spill control. 3. Pipes--indicate: Pipe size Pipe length Flow direction Use s single heavyweight line 4. Tanks--use a double, heavyweight line and indicate size (diameter) 5. Access roads • Outline the limits of the road • Fill the outline with dots if the road is gravel. Label in writing if another surface. 6. Other Standard Symbols: • Bollards: • • • • • • • • • Rip rap 000000 000000 Fences --x---x---x---x---x---x--- • Ditches -o--eo--eo--<:D 7. Label trash racks in writing. 8. Label all streets with the actual street sign designation. If you don't know the actual street name, consult the plat map. 9. Include easements and lot lines or tract limits when possible. 10. Arrange all the labeling or writing to read from left to right or from bottom to top with reference to a properly oriented heading. I 1. Indicate driveways or features that may impact access, maintenance or replacement. 9/1/98 1998 Surface Water Design Manual 2 March 26, 2006 Project No. GF05001 Ravenna Development, LLC 6839 Ravenna Avenue NE, Suite 201 Seattle, WA 98115 Gary A. Flowers, PLLC Geological & Geotechnical Consulting 19532 12 1h Avenue NE Shoreline, WA 98155-1106 Attention: Subject: Mr. Charlie Spaeth Geological/Geotechnical Assessment Cogger Short Plat -n 'JOr:S ·K."-··'· )_ .. r::-.•• MAIN f\LE COPY LUSD File No. L05S0040 12200 Block of SE 192nd Street King County, Washington Dear Mr. Spaeth: This report presents the results of our geotechnical assessment for the proposed Cogger short plat to be located in the existing 12200 block of SE 192°d Street in King County, Washington. This 8 lot plat is located along the south side of the Plat of Fleuve des Voiles which was the subject of a subsurface exploration, geological and geotechnical engineering study performed by this office in February 2005. Subsurface information from our previous study, along with recent hand dug explorations at 12204 SE 192°d Street (Lenway residence) and our recent reconnaissance of the Cogger property, will be used as the basis for this report. The purpose of our site evaluation was to verify existing shallow soil and ground water conditions on the property, including existing slope stability, and to provide data for the design and construction of the planned improvements. A preliminary site plan by Taylor Engineering Consultants, revised June 21, 2005, was used as a reference for this study. PROJECT & SITE CONDITIONS According to the preliminary site drawings provided to us, the subject parcel encompasses slightly under one acre and is trapezoidal in shape. It is bounded on the north, west and east by single family residences and on the south by SE 192°d Street. An existing house and detached garage are located on the property. A total of 8 building Jots are planned for the plat along with a cul-de-sac extension off of the proposed SE 191'1 Street within the Plat ofFleuve des Voiles to service the properties. 19532 12'11 Avenue NE Gary A. Flowers, PLLC. ~\ Shoreline, Washington 98155-1106 206-417.}MO \ l.th5t:¥Jr/o ~~ Cogger Short Plat Geo/ogical!Geotechnical Assessment Kent, King County, Washington The subject site is comprised of several distinct areas. The central portion of the property is relatively flat with a gentle slope downward to the east. Along the northwest property line, in the northeast comer and just below the east property line are some steep slope areas. All of these steep slope areas appear to have been created by legal grading to create driveway access or building pads for the various residences. None of the steep slopes are over 20 feet in height with the tallest slopes along the east side, just off the property, (maximum 16 feet high) and the other steep slopes on the order of 10 feet in height. As such these slopes should be unregulated slopes under the King County Sensitive Areas Ordinance. All of the slopes are heavily vegetated and there was no visual indication of standing, flowing or emergent water on any of the slopes. No visual indications of slope instability, either current or past, were observed. It is anticipated that these slopes will be significantly reduced in height through grading of the Cogger and Fleuve des Voiles plats. Subsurface Soil and Ground Water Conditions No subsurface exploration was performed on the Cogger property for purposes of this report. Subsurface information from our previous study for the Plat of Fleuve des Voiles, together with recent hand dug explorations on the Lenway property located immediately west of the Cogger property provide sufficient information for our evaluation. A total of 14 exploration pits were excavated on the Fleuve des Voiles parcel on January 26, 2005 and 5 hand dug exploration were excavated on the Lenway property on March 22, 2006. Based on the subsurface information described above it appears that Qvt (Vashon age glacial till) is found above elevation 432 in this area. The entire Cogger property, and the steep slope areas on the boundaries of the property, all lie above this elevation and are likely all comprised of weathered and unweathered glacial till. The looser, finer grained, weathered till is typically on the order of 2 to 3 feet thick and overlies the unweathered till. Some fill soils may also be encountered due to the past development on the property. A 7 to 10 inch thick topsoil layer will also likely be encountered during grading. According to the Geologic Map of King County, Washington, by Booth, Haugerud and Sacket, 2002, the subject site is mapped as Vashon age till. Our interpretation is in general agreement with the published map for the area. Hydrology No indication of standing or flowing water was present on the property at the time of our field work. There was no evidence of erosion anywhere on the parcel. Water infiltrates relatively easily into the thin upper soil stratum. As a result, it is anticipated that most storm water currently infiltrates into the subsurface sediments and then moves as interflow atop the Gary A. Flowers, PLLC. 19532 12th Avenue NE Shoreline, Washington 98155-1106 206-417-7640 2 Cogger Short Plat Geological/Geotechnica/ Assessment Kent, King County, Washington unweathered lodgement till. Interflow generally follows surficial topography and for this project would generally flow towards the east. Based on our previous study and recent hand explorations it is not likely that ground water will be encountered during grading operations on the Cogger short plat except for some interflow as described above Seismic Hazards All seismic hazard information as presented in our previous study for the Plat of Fleuve des Voiles should apply to this project as well. As per the 2003 IBC guidelines the property is classified as Site Class C. CONCLUSIONS AND RECOMMENDATIONS Our exploration indicates that, from a geotechnical standpoint, the subject site is suitable for the proposed development provided the recommendations contained herein are properly followed. The property is generally underlain by dense, glacially consolidated sediments that have been stable for many years at the slope inclinations encountered on the site. Site Grading The site should be cleared of all ex1stmg structures, foundation elements and utilities. Vegetation, topsoil, forest duff and trees, that are not required as part of the landscape plan, should also be cleared and removed from the site. In our opinion, stable construction slopes should be the responsibility of the contractor since they are on-site at all times, and should be determined during construction. However, for planning purposes permanent cut slopes on the project should not exceed a gradient of 2H: IV (horizontal to vertical). Temporary cuts may be steeper depending upon the encountered soils, generally IH:IV for weathered lodgement till and .5H:IV for the unweathered lodgement till. The above slope angles are for areas where ground water seepage is not encountered, and assumes that surface water is not allowed to flow across the temporary slope faces. If ground or surface water is present when the slopes are excavated, flatter slope angles may be required. As is typical with earthwork operations, some sloughing and raveling may occur and cut slopes may have to be adjusted in the field. In addition, WISHNOSHA regulations should be followed at all times unless a geotechnical professional is retained to monitor steeper slope cuts. If structural fill is required for site development it must be compacted to a dense, nonyielding condition. Structural fill is defined as non-organic soil, acceptable to the engineering geologist, placed in maximum 8-inch loose lifts with each lift being compacted to at least 95 percent of the 19532 12th Avenue NE Gary A. Flowers, PLLC. Shoreline, Washington 98155-1106 3 206-417-7640 Cogger Short Plat Geologica//Geotechnica/ Assessment Kent, King County, Washington modified Proctor maximum density using ASTM:D 1557 as the standard. The top of all compacted fill should extend horizontally outward a minimum distance of 3 feet beyond the location of perimeter footings or pavement edges before sloping down at a maximum angle of 2H: 1 V. Structural fill placed in foundation excavations must extend a minimum distance of 2 feet beyond the edges of the footings. The till soils that will be encountered are fine grained and moisture sensitive and will be difficult to place except under ideal moisture conditions. All areas to be paved should be crowned or sloped to direct storm water flow to the edges of the roadway and parking areas. The subgrade should then be compacted to a dense and nonyielding condition (minimum 95 percent of the modified Proctor maximum density) with a minimum 20 ton vibratory roller. Prior to application of the pavement section the areas to be paved should be proofrolled with a fully loaded, tandem axle dump truck. Any soft or yielding areas identified during proofrolling should be overexcavated and backfilled with structural fill. Both the compaction of the subgrade and the proofroll should be witnessed and documented by a representative of this firm. Foundation Recommendations Shallow foundations may be used for support of the planned structures when placed on undisturbed or recompacted natural soils or approved structural fill placed atop these materials. An allowable soil bearing value of 2,000 psf may be used in the design of these footings, including both dead and live loads. An increase of one-third may be used for short-term wind or seismic loading. Perimeter footings for all proposed structures should be buried a minimum of 18 inches into the surrounding soil for frost protection. Settlement of footings for residences placed as detailed herein should be negligible. However, foundations placed on disturbed soil may result in increased settlement. All foundation excavations should be inspected by a representative of this firm, prior to concrete placement, to verify that the design bearing capacity of the soils has been attained and that construction conforms to the recommendations contained in this report. The governing municipality may require such inspections. Lateral loads can be resisted by friction between the foundation and the supporting soils, and/or by passive earth pressure acting on the buried portions of the foundations. The foundations must be backfilled with structural fill compacted to at least 95 percent of ASTM:D 1557 to achieve the passive resistance provided below. The structural fill must extend horizontally outward from the embedded portion of the foundation a distance equal to at least three times the embedrnent depth over which the passive resistance is applied. We recommend the following design parameters. • Passive equivalent fluid= 300 pcf • Coefficient of friction = 0.30 The above values are allowable and include a factor of safety of at least 2.0. Gary A. Flowers, PLLC. 19532 12• Avenue NE Shoreline, Washington 98155-1106 206-417-7640 4 Cogger Short Plat Geologica/!Geotechnica/ Assessment Kent, King County, Washing/on Floor Support Recommendations For concrete slab-on-grade floors, we recommend that the upper twelve (12) inches of natural soil beneath the slab be recompacted to a firm, unyielding condition. Any yielding areas should be overexcavated and filled with approved structural fill. For areas where moisture intrusion through the floor slab is undesirable, a minimum of 6 inches of pea gravel, washed crushed rock or very coarse, washed sand should be placed as a capillary break layer. The crushed rock and sand must be compacted to a dense and unyielding condition prior to concrete placement. Where moisture through the slab is undesirable, a heavy duty (minimum 10 mil) polyethylene plastic vapor barrier should be provided under the floor slab to prevent moisture vapor transmission through the slab. If the vapor barrier becomes compromised in any way during construction it should be replaced or an additional layer added. Retaining Walls Due to the sloping nature of the site we anticipate that multiple retaining walls will be required for development of this site. However, the location, type and height of the walls have not been ascertained at this time. Following are general design recommendations for any reinforced concrete walls that are planned. Retaining walls taller than 3 feet must be lined with a minimum of 12 inches of washed rock to within 1 foot of finish grade. The washed rock must tie into the footing drain for the wall footing. Retaining walls up to 8 feet high, that are free to rotate, may be designed for an active pressure of 35 pcf with level backfill or 50 pcf with sloping backfill. Fully restrained walls should be designed for an at rest pressure of 50 pcf with level backfill or 65 pcf with sloping backfill. Additional surcharges such as traffic, other structures, or heavy equipment must be added to these design values. If any retaining walls taller than 8 feet are planned, we should be contacted to evaluate the walls and provide design recommendations. Rockeries At this time we are unsure if rockeries will be used during plat development. If rockeries are planned they should be constructed in accordance with the recommendations provided in our report for the Plat of Fleuve des Voiles. Rockeries should generally only be used to face, stable, free standing, natural soils. Rockeries that face fill slopes greater than 3 feet in height should not be used in place of retaining walls unless the backfill soil is suitably reinforced, especially where structures and roadways are adjacent to them. In all cases, structures and adjacent rockeries should be set back from rockeries so that a lH:lV (Horizontal:Vertical) line extending up from the rear base of the rockery does not contain a load from roadways, foundations, or other rockeries. It should also be noted that, although rockeries are commonly used, they should be considered a long-term maintenance item. 19532 12th Avenue NE Gary A. Flowers, PLLC. Shoreline, Washington 98155-1106 5 206-417-7640 Cogger Short Plat Geological!Geotechnica/ Assessment Kent, King County, Washington Pavement Subgrade Recommendations All areas to be paved should be crowned to direct storm water flow to the edges of the roadway and parking areas. The subgrade should then be compacted to a dense and nonyielding condition (minimum 95 percent of the modified Proctor maximum density) with a minimum 20 ton vibratory roller. Prior to placement of the pavement section the subgrade ,should be proofrolled with a fully loaded, tandem axle dump truck. Any soft or yielding areas identified during proofrolling should be overexcavated and backfilled with structural fill. Both the compaction of the subgrade and the proofroll should be witnessed and documented by a representative of this firm. In the case of utility trench backfill, the structural fill should be placed and compacted in accordance with current local or county codes and standards. The top of all compacted fill should extend horizontally outward a minimum distance of 3 feet beyond the pavement edges before sloping down at a maximum angle of2H:1V. Site Drainage All perimeter footing walls should be provided with a drain at the footing level. Drains should consist of rigid, perforated, PVC pipe surrounded by washed pea gravel. The level of the perforations in the pipe should be set approximately 2 inches below the bottom of the footing at all locations, and the drains should be constructed with sufficient gradient to allow gravity discharge away from the building. Roof and surface runoff should not discharge into the footing drain system, but should be handled by a separate, rigid, tightline drain that discharges into an approved storm water conveyance system. In planning, exterior grades adjacent to walls should be sloped downward away from the structure to achieve surface drainage. Care should be taken to avoid any grading or construction of any berms or other structures that may cause storm water to flow under the pavement section. Water introduced under the pavement section could result in an unstable subgrade and future pavement failures . . Erosion Control The sediments that will be encountered on the subject site generally contain significant fines and are subject to erosion under both sheet flow and channelized flow regimes. Typical erosion control measures implemented on most construction sites will be suitable to mitigate the hazard of erosion on this site. This should include a silt fence around the low point of the cleared area, covering stockpiles with plastic and re-vegetating cleared areas as soon as possible after construction is completed. A rock mat at the construction entrance should be provided to reduce tracking of soils off of the site. Gary A. Flowers, PLLC. 19532 12th Avenue NE Shoreline. Washington 98155·1106 206-417-7640 6 Cogger Short Plat Geologica/!Geotechnical Assessmenl Kent, King County, Washington SUMMARY Based on our site reconnaissance and subsurface explorations the site appears to be suitable for the proposed development provided the recommendations given herein are properly implemented. We recommend that we be retained to review those portions of the plans and specifications that pertain to earthwork, foundations and infiltration to determine that they are consistent with the recommendations of this report. Construction monitoring and consultation services should also be provided to verify that subsurface conditions are as expected. Should conditions be revealed . during construction that differs from the anticipated subsurface profile, we will evaluate those conditions and provide alternative recommendations where appropriate. Our findings and recommendations provided in this report were prepared in accordance with generally accepted principles of engineering geology and geotechnical engineering as practiced in the Puget Sound area at the time this report was submitted. We make no other warranty, either express or implied. Sincerely, Gary A. Flowers, P.O., P.E.G. Engineering Geologist 19532 121h Avenue NE - Robert M. Pride, P.E. Geotechnical Engineer Gary A. Flowers, PLLC. Shoreline, Washington 98155-1106 7 206417-7640 Print Map Page UI KingCountyllllllllllll IE!I.IIIII 4i§bii4M Parcel Map and Data MQ900021D "J"n-,s,,,~~-~'i ' Parcel Number Address Zipcode Taxpayer 6199000241 SPAETH CHARLES W The 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 this map is prohibited except by written permission of King County." Comments Kin_g_C:ounty I GIS_Ce_r,ter I New; I Services I Comments 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 details. 'iJ-\o-l-5 http://www5.kingcounty.gov/parcelviewer/Print_ Process.asp Page I of 1 ea;;;;,w 03/25/2009 File Name: -- File No: __ _ ··•· Date Staff Cl~??~( ?lo> L _;ff(!. '"I.:- .; . ACTIVITY LOG COGGER Lo5Soo4o ...... Activity (Note names, type of contact,, issue, resolution) '/ tcc/t:J Ft&O /Z,cPC)ft,i rlltf-0 /JerH. ;, 1 h/JM7EP ?/Vt$ · tJ/l&IT91 m U/1rz;;G1/, ' ' . . . ' . . . . I i ® King County Department of Development and Environmental Services 900 Oakesdale Avenue SW Renton, WA 98055-1219 July 20, 2006 Charles Spaeth 683 9 Ravenna A venue NE Seattle, WA 98115 Loma Taylor TEC, Inc. 205 Front Street South/P.O. Box 1787 Issaquah, WA 98027 RE: Fleuves des Voiles Subdivision 1998 KCSWDM Adjustment Request (File No. L06V0040) ~lRT'i:. O \,_,Q~?~ --i, ~ Dear Applicant and Engineer: The Land Use Services Division, Engineering Review Section, has completed review of the adjustment request for the Fleuves des Voiles subdivision. You are requesting approval for an adjustment from the 1998 King County Surface Water Design Manual (KCSWDM) Core Requirement No. I, Section 1.2.1, Discharge at the Natural Location and Core Requirement No. 3, Section 1.2.3, Flow Control. You are also requesting approval for an adjustment to utilize an off-site storm water facility and formalize its shared use through Special Requirement No. 1, Section 1.3.1, Shared Facility Drainage Plans with the Shared Facility Plan Guidelines published in a memo dated September 15, 1999. Our review of the information and a site visit provides the following findings: I. The proposed Fleuves des Voiles subdivision is located at 12216 SE 192nd Street. The 39 lot, 6.74 acre, proposed Fleuves des Voiles subdivision is undergoing preliminary approval under Land Use Services Division (LUSD) file number L04P0002. The Feuves des Voiles subdivision will be dedicating a separate tract to King County for the combined shared facility. 2. The proposed Cogger short plat is adjacent to the Fleuves des Voiles subdivision. The 8 lot, 0.93 acre Cogger short plat is also undergoing preliminary approval under LUSD file number L05S0040. 3. The subdivision and short plat are both located in the Upper Soos subbasin of the Soos Creek basin. The upper and lower portions of the Fleuves des Voiles site are subject to the Level Two and Level One flow control, respectively, and Basic water quality requirements of the 1998 KCSWDM. The Cogger short plat is subject to the Conservation flow control and Basic water quality requirements of the 2005 KCSWDM. Fleuves des Voiles/L06V0040 July 20, 2006 Page 2 of 4 4. The combined, irregularly-shaped site slopes moderately from west to east with the result that all predeveloped runoff sheetflows across the entire eastern property boundary. All of the site's runoff enters upper Soos Creek and it buffer area. Soos Creek then flows south under SE 192°d Street through a 48-inch culvert. Approximately 13 upstream acres are tributary to the two sites. 5. The proposal is to collect most runoff from the combined project's site and direct it to an integrated detention and water quality facility located along the lower, eastern boundary of the site. The proposal is to also collect and treat entrance road improvements in cartridge filter treatment catch basins and release the flows along the northern portion of the SE 192°d Street right-of-way. As a result, predeveloped dispersed flows will be concentrated to two outlet locations. The allowed releases would then enter the Upper Soos Creek stream/wetland buffer. Concentrated outlets to a stream or wetland buffer are acceptable. Nuisance flows to adjoining residential properties would be largely eliminated. 6. No decorative ponds or shallow wells have been identified that would be affected by the proposed diversion. 7. Because the Fleuves des Voiles site is split between Level One and Level Two flow control, the proposal is to also allow the Level One flow control requirement to prevail due to the location and release point of the proposed facilities. When viewing the Fleuves des Voiles project on its own, this issue is not an adjustment issue and has been allowed as proposed based on previously established interpretation and policy. However, the implied request to allow the Cogger short plat to also utilize the Level One flow control criteria given its vesting to the 2005 KCSWDM, is an adjustment issue. 8. The Conservation Flow control standard (Level Two and preforested conditions) defined in the 2005 KCSWDM has become the default flow control standard to protect the environment of and allow for the restoration of water quality or habitat functions essential to salmonids. Because the 1998 KCSWDM Level One flow control standard is not equivalent to this upgraded standard, the Cogger short plat will not be allowed to utilize the Level One flow control standard. Mixing the two flow control requirements together can be accomplished with the KCRTS methodology. 9. The proposal is to also officially acknowledge the accommodation of the Cogger short plat into the shared facility design of the off-site Fleuves des Voiles stormwater facility. The same applicant controls both developments and has indicated that both developments and the shared facility will be constructed concurrently since the short plat is also dependent on the plat for its access and recreation space. 10. Blanket adjustment L05V0067, signed 11/3/05, allows the use ofStormFilter 360 cartridge filter catch basins for projects vested to either the 1998 or 2005 KCSWDM. Fleuves des Voiles/L06V0040 July 20, 2006 Page 3 of 4 The blanket adjustment defines the limits of use and design criteria to be utilized when using this type of facility. 11. The Level One Drainage Analysis identified no restrictions or problems associated with the proposed discharge locations. 12. A consolidation of facilities for the proposed subdivision will be more economical in long term maintenance. Based on these findings, we hereby approve this adjustment to I) allow the diversion of runoff to two separate stormwater facilities near the north and south ends of the combined site, and 2) utilize the shared facility plan concept to allow combining the Cogger short plat into the northern stormwater facility, but 3) deny the Cogger short plat from utilizing the Level One flow control standard due to lack of equivalency, with the following conditions: I. The release rates for the detention facilities will be based on the entire tributary area being directed to the facilities. 2. The volume for the detention facilities will be based on all flows directed to the facilities at full development under current zoning. The allowed release rate will be reduced by any undetained flows that would bypass the proposed subdivision drainage facilities. The detention volume shall be sized using the Level One flow control standard in the 1998 KCSWDM for the Fleuves des Voiles plat and the Conservation flow control standard in the 2005 KCSWDM for the Cogger short plat. The design Technical Information Report shall state the factor of safety selected and the basis of that determination. 3. Water quality facilities must be sized based on the entire proposed subdivision draining to the facilities including any required frontage improvements. 4. All onsite or offsite drainage facilities must be located in a public right-of-way, recreation space tract with easement or storm drainage tract dedicated to King County. 5. The developer of the shared facility is responsible for any cost sharing agreements that may be set up as part of the implementation of the shared facility plan. 6. Engineering plans for the Cogger short plat shall note this approved facility plan. 7. Additional storm drainage requirements identified by SEPA or the plat hearing review will apply to this project. The applicant retains all rights and privileges afforded in Section 1.4. If you have any further questions regarding this KCSWDM adjustment or the design requirements, please contact Mark Bergam at (206) 296-7270. Fleuves des Voiles/L06V0040 July 20, 2006 Page 4 of 4 Sincerely, James Sanders, P.E. Development Engineer Engineering Review Section Land Use Services Division Jim Chan, P.E. Supervising Engineer Site Engineering and Planning Section Building Services Division cc: Curt Crawford, P.E., Managing Engineer, Stormwater Services Section, KCDNR Bruce Whittaker, Engineer III, Engineering Review Section, LUSD Chad Tibbits, Project/Program Manager II, Current Planning Section, LUSD Mark Bergam, P.E., Engineer III, Engineering Review Section, LUSD ® King Coun1y Department of Development and Environmental Senices 900 Oakesdale Avenue Southwest Renton, Washington 98055·1219 Surface Water Design Manual Requirements / Standards Adjustment* Request Project Name: f/eu..vc des Vo; /es Pra+-- AND Co er Shor+-Pk+ ProjectAddress: 122..1(., <;e'. Jqz...._J Sf. R I'\ DOES Project File No.: LO'/ 0002 L05500LJ 0 DOES Engineer/Planner Name: .1 Brw:e \Jii Hake.r I Cha..d Tr bb;-h, Engineering F' N e: --rrr_ I " c. • Address: f. /°'" c City, State, Zip Code: 20s-h'On+ 'o+ · ruo n, 7 t ssa. vaA w, Please be sure to Include all plans (T.I.R, ff available), sketches, photos and maps that may assist in complete review and consideration of this adjustment request. Failure to provide all pertinent information may result in delayed processing or denial of your request. Please submit two complete @Pies of this request application form and applicable fee to the DOES Intake Counter, at 900 Oakesdale Avenue Southwest, Renton, Washington 98055--1219. For additional information, phone Randall Parsons, P.E., at (206) 296,.7207. RllnR TO SECTION 1. , IN CIIAP'l'l!:R. l OP THli Stllll'ACIC WATJIR DICSIG!ll' IIANUllL POil llDJlJHMIIN'l'S DESCRIPTION OF ADJUSTMENT REQUEST: ~ Standard D Complex D Experimental D Blanket D Pre-application ,e" 1 l _ h ,.i "'e e a,,"!Tk c e vi APPLICABLE VERSION KCSWDM: D 1990 (11/95) • p('1995 (9/98) )a ZQP5 • (Note: the term "variance" replaced by "adjustmenr) APPLICABLE SECTION(S) OF STANDARDS: /I LoYe Crxe JUSTIFICATION PER KCSWDM SECTION 1.4.2 )Q, See attachments listed below. AUTHORIZATION SIGNATURES: DETeRMINATION: D ApproVa! ..,,. Conditional Approval (see below) D Denlal D DNR/WLRD Approval Signed: --/-r--/l---,..,_-AL--Date:----- DOES Staff Recommendation Signed: ate: Conditions of Approval: See attached Memo Dated: DDES, ., Engineering Review Supervisor. ODES, Bldg. Serv. Div., Site Engineering & Planning Supervisor: Signed: D . oo~©rnowrn[Q) APR I 8 2006 K.C. D.D.E.S. Justification per KCSWDM Adjustment Request: Adjustment No.L06V0040 June 21, 2006 Following are 4 standard adjustments required for the proposed drainage detention system proposed for the Fleuve des Voiles Plat Application L04P0002 and Cogger Short Plat Application L05S0040. 1. Standard adjustment to 2005 Manual Core Requirement #1, Discharge at the Natural Location. The project proposes to discharge project runoff to the Soos Creek wetland slightly north (upstream) of the natural location. It is impossible to retain the existing sheet flow discharge condition along the entire east property line and still comply with Core Requirement #3, Flow Control. Additionally, this scenario is preferable because strict compliance with Core Requirement # 1 would result in discharge to the neighboring backyards creating an unacceptable situation for the adjacent property owners. 2. Standard adjustment to 2005 Manual Core Requirement #1, Discharge at the Natural Location. The project proposes to discharge runoff from 124th Avenue SE to the Soos Creek wetland at l 92"d Street, slightly south (downstream) of the natural location. It is impossible to provide treatment of runoff and retain the existing sheet flow discharge condition along the entire east side of the roadway because the edge of the roadway is at the property line and the neighboring property owner (King County Parks Deparltllent) so far will not grant a drainage easement for discharge of this runoff. 3. Standard adjustment to 2005 Manual Core Requirement #3, Flow Control. The project proposes to use Level I detention criteria for the entire site. The project site contains both Level 2 and Level I detention areas. The upper hillside portions are subject to Level 2 detention requirements and the lower portions to Level I. In lieu of Level 2 detention, the project proposes to tightline all runoff from the upper hillside down to a Level I detention pond at the base of the hill in the level I detention area. This will meet and exceed the intent of the code by removing all runoff from the erosion sensitive hillside as opposed to a controlled release as strict adherence to the code would require. 4. Standard adjustment to 2005 Manual Core Requirement #3, Flow Control. These projects propose to detain and treat runoff in a single facility located in the Fleuve des Voiles Plat property, subject to approval of a Shared Facility Plan. A shared facility will reduce the number of drainage facilities that King County will need to maintain. The two projects are adjacent and share all access and utilities. Combining stonnwater is a logical extension of this concept. Note on all adjustment requests: The Fleuve des Voiles Plat is vested under the 1998 KCSWDM and the Cogger Plat must comply with the 2005 KCSWDM The existing site runoff calculations used/or sizing the detention system comply with the 2005 Manual requirements for Cogger and the 1998 Manual requirements/or Fleuve des Voiles. This means that the Cogger Short Plat area was modeled as folly forested for the existing conditions. The pond itself complies with the requirements of 2005 KCSWDM ~(lfl\YJ~ []~~ \YJ(O)~l~~ I (C(O)~(Gl~~ r?1l~i~ [E)X{~~,r~~(rn ~~tf'[E J / / ' / ) / . ,/" ' , I ~.,,'!'-·-.-.&~, L-~~.-~:.-,.cf ~-_1-_/--.~~:~ ., , . "!__j__J_ __ k--{._L_JJ_~~J,, ,;:,.====· -'1"""'·-, "f!<-:o'~,-~ ,i,,;,c:(Pl ~:.~: ~~ EXISTING SITE: FOREST: 303,801 (6. 97) BUILDING: 1,364 (0.03) PAVEMENT: 12,243 (0.28) LANDSCAPE: 16,800 (0.39) TOTAL: 334,208 (7.67) .-...... ,.,,, N EB \ \ \ \ LEU~ DES· VOILES\ \ \ \ \ ,r~'t°~~-'' _ -14·-t<,t 7.~·; -~~~~~~c~~ ~!~~=\ 0 I 1)5 I 150 : SCALE: t" = 150 ft. ( Charles Spaeth 6839 Ravenna Ave. NE, Seattle, WA 98115 206-526-8481 I (fax) 206-526-5939 cshaffercorp(aJatt.net August 5, 2005 Chad Tibbits Department of Development and Environmental Services 900 Oakesdale Ave. SW Renton, WA 98055-1219 Re: Submission of Cogger Short Plat Application Dear Mr. Tibbits, On May 31, 2005 my engineer, Bill Taylor of Taylor Engineering Consultants (TEC) met with you in a pre-application meeting regarding what is called the "Cogger" short plat. At that meeting I informed you that the Cogger short plat is being closely coordinated with the Fleuve des Voiles subdivision (File #L04P0002) application being handled by Kimberly Claussen. Fleuve des Voiles adjoins Cogger on the east and north. Enclosed, you will find a June 23, 2005 cover letter from me to Ms. Claussen. Under the heading "Revised Site Plan: Coordination of Fleuve des Voiles, Wehrman Plat, and Cogger Short Plat" (pages 5-6) the coordination of these two projects is fully explained. Also, on page six of the same letter, please read: "Coordinated Plan-"Development Agreement." Attached to my letter to Ms. Claussen you will find a letter from my attorney at Karr-Tuttle-Campbell together with a "Development Agreement," both dated June 15, 2005. The Karr-Tuttle-Campbell letter states that I have the legal authority to coordinate these projects as I am the Cogger applicant and I control the Fleuve des Voiles application through Ravenna Development LLC and Soos Creek Real Estate LLC, both of which I control. After reviewing these documents, if anything is unclear to you, please contact me at the email address or phone number above. Herewith submitted are the following application documents: Ravenna Development/Charles Spaeth June 23, 2005 letter to Kimberly Claussen, together with June 15, 2005 Karr-Tuttle Campbell letter and "Development Agreement." One copy. Application for Land Use Permits: One original plus five copies. Second page signed by Bill Taylor ofTEC who prepared the plat. TEC's work is based on survey and topographical information prepared by Cramer Northwest, a licensed surveyor. (See "Map Page" section below.) IDl~©~~W~I[)' IJU AUG O 8 2005 LS) Page I of2 K.C. D.D.E.S. { • Certificate & Transfer of Applicant Status: Three copies. Short Plat Application: One original plus five copies. Date of Segregation: Three copies of documents showing the site was originally subdivided in 1950 (See Northwestern Garden Tracts Div. No. 5 document); and then Lot 12 was further subdivided on June 28, 1955 and recorded Sept. 3, 1958. Subdivision Density and Dimension Calculations: Three copies. Title Report: Three copies of Chicago Title Insurance title report, updated as of July 15, 2005 (See third page of stapled report for date.) Map Page: Fifteen copies (plus one plat map reduced to 8.5'' x 14'') prepared by TEC. Each copy contains five pages. Fifth page is survey and topographical information prepared and signed by Cramer Northwest Inc. a licensed surveyor, upon which TEC maps are based. Water Availability Certificate: One original plus three copies as issued by Soos Creek Water and Sewer District, signed by Alice R. Marshall, June 17, 2005. Sewer Availability Certificate: One original plus three copies as issued by Soos Creek Water and Sewer District, signed by Alice R. Marshall, June 17, 2005. Level One Drainage Analysis: Five copies, Technical Information Report, prepared by TEC. Environmental Checklist: Fifteen copies. Fire District Receipt: Three copies issued by Fire District #40, signed by S.J. Haydock on August 3, 2005. Current Assessor's Maps: Two.sets (enlarged), outlined as instructed, with yellow and red ink. Affidavit Concerning Critical Areas Compliance: One original plus three copies. The owner's signature (Tim Cogger) on the affidavit was notarized. Certificate of Transportation Concurrency: Three copies. (Though concurrency not required for a short plat, this certificate was given to me by Chad Tibbits at our 5/31/05 pre-application meeting.) I look forward to working with you on this application. Please let me know if you have any questions. incerely, ' rTh ~ Charles Spa¥ . 4..e Page2 of2 D e, Pete From: Sent: Kayren Kittrick [Kkittrick@ci.renton.wa.us] Thursday, August 21, 2008 9:23 AM To: Dye, Pete Cc: Corey W Thomas; Kenneth Glasby Subject: Fleuve des Voiles I Cogger Road Variance Recommendation Dear Mr. Dye, After talking to the Renton Fire Marshall's office, the City of Renton concurs with the recommendations of King County staff regarding the Road Variance Recommendation to a minimum tract width of 22-feet and 20-feet of pavement with one condition: Both sides of all the tracts shall be signed as ''No Parking'' with a painted fire lane in· accordance with Renton Fire Department standards. If you have any questions, or need a formal letter, please do not hesitate to contact me. Sincerely, Kayren K. Kittrick Development Eng. Supervisor Permits & Inspections Development Services Division (425) 430-7299 1 .. 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.kingcounty.gov August 18, 2008 Kayren K. Kittrick Development Engineer Supervisor 1055 South Grady Way Renton, WA 98057 RE: Road Variance Recommendation to the City of Renton Fleuve Des Voiles Subdivision (Files L04P00!)2 and L08V0061) Cogger Short Subdivision (Files L05S0040 and L08V0061) Dear Ms.Kittrick: King County is currently reviewing the Cogger Short Subdivision and Fleuve Des Voiles subdivision pursuant to terms of the interlocal agreement between the City of Renton and King County. The project site is located in an area recently annexed by the City of Renton. During our review of the subdivision, the applicant submitted the enclosed road variance application regarding the design of private streets within the development. To continue our review of the projects, a decision by the City of Renton is required for the road variance application. The following summary provides a description of the site issues and a recommendation from our licensed staff for the road variance. Findings: I. The project includes a subdivision and short subdivision with a total Jot count of 4 7 residential units. A new public road will be constructed to serve the development which includes an intersection at 124tli Ave SE and SE 192nd Street. Primary roads within the subdivision are proposed as public right-of-way, however three short dead end streets are proposed for private access to residential Jots. 2. The site plan for the project shows three private streets with a small turn around bulb at the street terminus. County standards do not require the tum around bulb for private tracts which are less than 150 feet in length; however, the applicant has chosen to construct the small turn arounds. 3. Both subdivisions have received preliminary approval from King County with conditions to comply with the 1993 King County Road Standards (KCRS). Section 2.09 in the road standards allows a road width of 22 feet for a private access tract serving up to six Jots. In 2007, King County adopted new road standards which allow a narrower road width of 18 feet for a private tract serving up to six Jots. The applicant is requesting a road variance to use the new King County standards with an 18 foot roadway and a 20 foot tract width. • Kayren K. Kittrick • August 18, 2008 Page 2 4. Based upon discussions with the King County Fire Marshall, the minimum width of a fire apparatus road is 20 feet. Since the applicant is seeking a road width less than the minimum fire standard, our office does not recommend approval of an 18 foot road width. The minimum road width allowed through the variance process would be 20 feet. Recommendation: King County recommends approval of a variance to allow the design of private access tracts with 20 feet of road width and a minimum tract width of 22 feet. Except for the allowed reduction in road and tract width, all other applicable standards in the 1993 King County Road Standards shall apply. The enclosed variance application includes a site plan prepared by the applicant's consultant. A traffic report for the project was not included with the variance application. Please review the variance application to determine if you agree with our recommendation. If you have questions or need any additional information regarding the variance application, please contact Pete Dye at 206-296-7185 or via email at pete.dye@kingcounty.gov. Sincerely, ~~ie.f Raymond E. Florent, PLS Acting Supervisor, Engineering Review Section Land Use Services Division Enclosure: Road Variance File L08V0061 cc: Pete Dye, Senior Engineer ' . . . Whittaker, Bruce From: Sent: To: Cc: Subject: Attachments: Here you go! Thanks, Whittaker, Bruce Wednesday, February 07, 2007 10:56 AM Tibbits, Chad Langley, Kristen RE: L005S0040 Gagger Short Plat, Ajacent to L04P0002 Fluu Doo Waa L05S0040CoggerCond.doc L05S0040CoggerCo nd.doc (36 KB) ... Bruce W From: Sent: To: Subject: Hi Everyone libbits, Chad Tuesday, February 06, 2007 11:33 AM Whittaker, Bruce; Langley, Kristen; Gillen, Nick; West, Lanry L005S0040 Cogger Short Plat, Ajacent to L04P0002 Fluu Dao Waa I need to solicit everyone's analysis for their respective areas of review for this short plat and please make sure they match those under the Plat. Please also provide the appropriate conditions with the same respect towards the Plat conditions. I need these no later than Thursday February 8th at close of business. Thank you, Chad 1 ' . Cogger Short Plat L04S0040 Proposed Conditions Bruce Whittaker 2/7/2007 8. The drainage facilities shall meet the requirements of the 2005 King County Surface Water Design Manual(KCSWDM). The facilities shall meet the requirements for Conservation Flow Control and Basic Water Quality menu in the KCSWDM. 9. A drainage adjustment(L06V0040) is approved for this site. All conditions of approval for this adjustment shall be met prior to approval of the engineering plans. This adjustment allows use of an offsite shared drainage facility in the adjoining plat of Flueve Des Voiles L04P0002. This short plat approval is therefore fully dependent on the construction of the above subdivision. IO The following road improvements are required to be constructed according to the 1993 King County Road Standards(KCRS): a. This short plat is fully dependent on the offsite road construction for the plat of Flueve Des Voiles. Access to the short plat is to be provided to SE 192nd Street through the plat of Flueve Des Voiles. Compliance with Section J .03(D) of the KCRS is required prior to recording the short plat. a. The internal access road(! 22nd Ave SE) shall be improved to the urban minor access street with sidewalk on one side. a. Modifications to the above road conditions may be considered according to the variance provisions in Section 1.08 of the KCRS. Drainage Narrative The Cogger Short Plat and Flueve Des Voiles subdivisions are located in the Upper Soos subbasin of the Soos Creek basin. The Cogger short plat L05S0040 is subject to the Conservation flow control and Basic water quality requirements of the 2005 KCSWDM. The proposed Cogger short plat is adjacent to the Fleuves des Voiles subdivision, along the south edge. The 8 lot, 0.93 acre Cogger short plat is under LUSD file number LOSS0040 .. The combined, irregularly-shaped sites slope moderately from west to east with the result that all predeveloped runoff sheetflows across the entire eastern property boundary. All of the site's runoff enters upper Soos Creek and it buffer area. Soos Creek then flows south under SE 192nd Street through a 48-inch culvert. Approximately 13 upstream acres are tributary to the two sites. The proposal is to collect most runoff from the combined project's site and direct it to an integrated detention and water quality facility located along the lower, eastern boundary of the Flueve Des Voiles subdivision. The proposal is to also collect and treat entrance road improvements(to Flueve Des Voiles) in cartridge filter treatment catch basins and release the flows along the northern portion of the SE 192nd Street right-of-way. As a result, predeveloped dispersed flows will be concentrated to two outlet locations. The allowed releases would then enter the Upper Soos Creek stream/wetland buffer. Concentrated outlets to a stream or wetland buffer are acceptable. A drainage adjustrnent(L06V0040) is approved for the Flueves des Voiles and the Cogger short plat sites. The adjustment allows the use of a shared stormwater facility for both sites. The mixing of the two stormwater detention requirements(Level I and Conservation) can be accomplished with the KCRTS Stormwater design program. ~- -Z-~e,~ _LOS~ c:::c:,~----------------______________ _ <::::..:_ -d ~~ ~f _, __ .• _y<f>l~----------- -------------------------. _______ 'Re.. .S~<;..e...-..:~~ _A.'J ----------- ------------------------ -------------------------------1 ---~,- -----·-------------- ···-----------------~T? \\._~ ~ I['\~ 'S.E""<2."-'~.......,~~~"'--J--"-L.JJ ________________ Cue ..,..,. <:Qc,,11'" ~ ~ a c\.d. • e, ~ \.\l"'-,~-cd},)la:, ---,----------. ---· a.....-\'---2):0~ _ d .. I. "2..,4 ~) t~ ~ ---- ____ ___________..\~ ~ ?~~ -±-=--~-~~------------ ~ n:>od \{OS: ~~~.J. . ----------------·--- -------------------------------- ---------~-----------~-------- ------------------------- -------------- --------~-----------------------------·- -------~--·-·------------------------------------------ -------------------------------------------------· -----------,-.------------------------------------- -------------- ----·------------------------------ Flueve De Voilve: Drainage: Flueve De Voilve L04P0002 and Cogger Short Plat L05S0040 Bruce Whittaker 5/3/2006 Note that a drainage adjustment has been submitted for review and is pending review and approval. The conceptual drainage plan shows a conveyance system for the 124th Ave SE road improvement. Please revise the conceptual plan to address the stormwater detention and water quality requirements of the SWDM. Please include a detail of the proposed water quality design. The routing of the 124th Ave SE out to SE 192"d St constitutes a change in the natural discharge location. Please add this issue to the adjustment request that is pending. This should be accomplished by contacting Mark Bergam, at 206-296-7270. The previous drainage plan showed a proposed cutoff drain along the west and south property lines. Please revise the conceptual plan to address the offsite flow along these property lines. Cogger Short Plat: Drainage: Note that a drainage adjustment has been submitted and is pending review and approval. The short plat is dependent on the approval of the above plat ofFlueve De Voilve. The above screening comments also apply to the short plat. , March 31, 2006 Chad Tibbits DDES 900 Oakesdale Ave. SW Renton, WA 98055-1219 Charles Spaeth 6939 Ravenna Ave. NE, Seattle, WA 98115 206-526-8481 / (fax) 206-526-5939 cshaffercorp@att.net Re: Cogger Short Plat Application; Nbr. L05S0040 Response to DDES Information Request of January 5, 2006 Dear Chad, K.C. D.D.E.S. COPY Below you will find swnmary responses to each the items raised by DDES reviewers in the January 5, 2006 Information Request. In many cases reference is made to reports that address the items on your Request. A list of these docwnents (here submitted) can be found at the end of this letter. (DDES 1/5/06 Request comments in italics) Drainage/Roads: 1. A drainage aqjustment is required to route the post-developed flows to the north into the proposed Fleuve des Voiles drainage facility. The aqjustment should include a shared facility plan approval. The adjustment should also address the merging of two drainage manual requirements, 1998 manual for Fleuve des Voiles and 2005 Manual for the Cogger Short Plat. 2. Submit a conceptual drainage plan and preliminary calculations showing compliance with the appropriate drainage manual. The preliminary calculations should show adequate capacity to include both subdivisions. A Surface Water Adjustment Request (together with "Justification") is herewith submitted. It includes a request for a shared facility plan as suggested by DOES staff. This Request merges the 1998 drainage manual requirements for Fleuve des Voiles and the 2005 requirements for the Cogger Short Plat. (See Item #3 on the Justification page of Surface Water Adjustment Request.) 3 copies of the Preliminary TIR revised March 29, 2006 for "Fleuve des Voiles and Cogger Plats" are here submitted with the Fleuve des Voiles materials, together with 3 copies of "Surface Water Design Manual Requirements/ Standards Adjustment Request" with "Justification" page (all prepared by Taylor Engineering Consultants) See page C-1 of Fleuve and C-1 of Cogger engineering maps showing drainage system plan. 3. The proposed property lengths abutting the proposed on-site turn-around for the proposed Lots 5 and TR-C ITR-J are inadequate/or a driveway. Per the 1993 King Page 1 of4 ,, County Road Standards (KCRS) the minimum driveway length is JO-feet and shall locate the edge of the driveway at a minimum 5-feetfrom the side property lines. This correction has been made. All lot frontages are now 20 feet or more. See Cogger Short Plat, P-1. 4. The proposed on-site turn-around should be revised to be consistent with the 1993 KCRS design requirements. Because 122°d Place SE is a private access tract less than 150 feet in length, KCRS turnaround standards do not apply. The Developer, however, is requesting a Road Variance to allow a cul-de-sac radius of less than 40 feet. See Road Standards Variance Request dated 3/31/06, pages 2-3. 5. Narratives in the submitted drainage report shall clearly indicate that the proposed short plat is subject to fall compliance with the 2005 KCSWMM guidelines or approved aqjustment. All storm water runoff modeling is in full compliance with the 2005 KCSWMM guidelines. See Surface Water Design Manual Request dated 3/28/06 (3 copies here submitted with Fleuve des Voiles materials): Justification: Item #3. ("The Fleuve des Voiles Plat is vested under the 1998 KCSWDM and the Cogger Plat must comply with the 2005 KCSWDM. This means that the Cogger Short Plat area was modeled as fully forested for the existing conditions. The pond itself complies with the requirements of 2005 KCSWDM. ") 6. Revise the internal road design to meet the urban minor access road standard including sidewalk on one side. The sidewalk should be included in the proposed R/W Because 122°d Place SE is now clearly delineated as a private access tract less than 150 feet in length, KCRS design standards do not apply. 7. The drainage report shall be revised accordingly, and three sets of revised plans and reports shall be included with the next engineering submittal. Note that infiltration does not appear feasible/or these subdivisions. Three sets of revised TIR are here submitted with Fleuve des Voiles materials. Infiltration has been removed and replaced with detention. 8. Please note that this short plat is dependent on the Fleuve des Voiles subdivision approval and construction. All comments relative to the plat also apply to the short plat. So noted. Critical Areas: Submit three (3) copies of a Geotechnical report for this Sharf Plat. For farther questions please contact Larry West (Earth Scientist). Three copies of Geotechnical Report dated March 26, 2006 by Gary A. Flowers (Licensed Engineering Geologist) and Robert Pride (Licensed Geotechnical Engineer) are herewith Page 2 of4 , submitted. See "Project & Site Conditions" (page 1-2) for narrative regarding unregulated slopes. Recreation Space: Submit a conceptual recreation plan that indicates the type of improvements (i.e. sport court. play structure, benches, landscaping, etc) proposed within the recreation tract(s). See KCC 2 J .A.14. J 80(E)(2) for equipment requirements. The Recreational plan, as suggested by DDES staff, jointly serves the Fleuve des Voiles plat and the Cogger short plat. The total lot count for both projects is 47 lots X 390 sf/lot = 18,330 sf, of required recreational space. Total recreational space provided: 19,419 sf. (See two-page Fleuve des Voiles Recreation Plan) Note that two areas are marked "Tract A." One is the Cogger Short Plat recreational tract due north of the private road marked 122°d Place SE. The other Tract A is in the far northeast corner of the Fleuve des Voiles site. This is a wetland mitigation area. (Fleuve des Voiles Tracts I and J abut the northern and eastern boundaries of Cogger Tract A and are dedicated as recreation space). Walkways: Provide an inventory map (i.e. existing conditions -widths, surface type, etc.) of the walking routes to the elementary, middle school/junior high, and high schools and/or the appropriate bus stop location associated with each school. Identify any improvements necessary to provide safe walking conditions. This information was originally submitted to DDES on April 5, 2004. Ten additional copies were submitted by the Developer on September 15, 2004. It was also presented to Chad Tibbits by the Developer on January 5, 2006. Field Survey: Provide a copy of the base topographic map stamped by a Licensed Surveyor in the State of Washington. 3 copies of Topographical Site Survey by Cramer Northwest Inc. (Licensed Land Surveyor) dated July 26, 2005 are herewith submitted Non Building Tract(s): Tracts A, Band C have been identified as non-building tracts. The division does not support the creation of non-building lots or substandard lots. Please revise the plat accordingly. Non-building Tracts A, Band C have been eliminated from the Fleuve des Voiles plat. This issue will be resolved by a Boundary Line Adjustment that will be applied for in the near future. Revised Preliminary Plat: Provide 25 copies of a revised preliminary plat, as necessary, as a result of above-referenced requests for additional iriformation. 15 revised preliminary plat maps (as per verbal instructions from Chad Tibbits) are herewith submitted. List of materials herewith submitted: 15 Copies: Cogger Short Plat map (P-1 and P-2); dated 3/31/06 Page 3 of4 .. 3 Copies: Cogger Short Plat Conceptual Grading and Drainage Plan and Profile (C-1) and Preliminary Water and Sanitary Sewer Main Extensions and Profile (C-2); dated 3/29/06 3 Copies: Three copies of Geotechnical Report dated March 26, 2006 by Gary A. Flowers (Licensed Engineering Geologist) and Robert Pride (Licensed Geotechnical Engineer) 3 Copies: Topographical Site Survey by Cramer Northwest Inc. (Licensed Land Surveyor) dated July 26, 2005 3 Copies: Drainage Adjustment Request and Technical Information Report regarding combined drainage plan for Fleuve des Voiles and Cogger; and the combined Fleuve des Voiles / Cogger Short Plat Recreation Plan are herewith submitted today (3/31/06) as part of the Fleuve des Voiles reports submittal package. Density Calculation: Charles Spaeth, the Developer, following a 3/22/06 telephone conversation with Chad Tibbits, has not included density calculations pending further information from DDES regarding a boundary line adjustment that will affect the square footage of the Cogger Short Plat. Density calculation to follow. Please let me know what additional information you may require. Sincerely, <?~ Charles Spaetli Cogger Short Plat Applicant Page4 of4 ' Gary A. Flowers, PLLC Geological & Geotechnical Consulting 19532 12 1h Avenue NE Shoreline, WA 98155-1106 March 26, 2006 Project No. GF05001 Ravenna Development, LLC 6839 Ravenna Avenue NE, Suite 201 Seattle, WA 98115 Attention: Subject: Mr. Charlie Spaeth Geological/Geotechnical Assessment Cogger Short Plat LUSD File No. L05S0040 12200 Block of SE 192°d Street King County, Washington Dear Mr. Spaeth: K.C. D.O.E.S. COPY This report presents the results of our geotechnical assessment for the proposed Cogger short plat to be located in the existing 12200 block of SE 192"d Street in King County, Washington. This 8 lot plat is located along the south side of the Plat ofFleuve des Voiles which was the subject ofa subsurface exploration, geological and geotechnical engineering study performed by this office in February 2005. Subsurface information from our previous study, along with recent hand dug explorations at 12204 SE l 92"d Street (Len way residence) and our recent reconnaissance of the Cogger property, will be used as the basis for this report. The purpose of our site evaluation was to verify existing shallow soil and ground water conditions on the property, including existing slope stability, and to provide data for the design and construction of the planned improvements. A preliminary site plan by Taylor Engineering Consultants, revised June 21, 2005, was used as a reference for this study. PROJECT & SITE CONDITIONS According to the preliminary site drawings provided to us, the subject parcel encompasses slightly under one acre and is trapezoidal in shape. It is bounded on the north, west and east by single family residences and on the south by SE l 92"d Street. An existing house and detached garage are located on the property. A total of 8 building lots are planned for the plat along with a cul-de-sac extension off of the proposed SE 191'1 Street within the Plat ofFleuve des Voiles to service the properties. Gary A. Flowers, PLLC. Shoreline, Washington 98155-1106 206-417-7640 ' Cogger Short Plat Geo/ogical/Geotechnica/ Assessment Kent, King County, Washington The subject site is comprised of several distinct areas. The central portion of the property is relatively flat with a gentle slope downward to the east. Along the northwest property line, in the northeast comer and just below the east property line are some steep slope areas. All of these steep slope areas appear to have been created by legal grading to create driveway access or building pads for the various residences. None of the steep slopes are over 20 feet in height with the tallest slopes along the east side, just off the property, (maximum 16 feet high) and the other steep slopes on the order of 10 feet in height. As such these slopes should be unregulated slopes under the King County Sensitive Areas Ordinance. All of the slopes are heavily vegetated and there was no visual indication of standing, flowing or emergent water on any of the slopes. No visual indications of slope instability, either current or past, were observed. It is anticipated that these slopes will be significantly reduced in height through grading of the Cogger and Fleuve des Voiles plats. Subsurface Soil and Ground Water Conditions No subsurface exploration was performed on the Cogger property for purposes of this report. Subsurface information from our previous study for the Plat of Fleuve des Voiles, together with recent hand dug explorations on the Lenway property located immediately west of the Cogger property provide sufficient information for our evaluation. A total of 14 exploration pits were excavated on the Fleuve des Voiles parcel on January 26, 2005 and 5 hand dug exploration were excavated on the Lenway property on March 22, 2006. Based on the subsurface information described above it appears that Qvt (Vashon age glacial till) is found above elevation 432 in this area. The entire Cogger property, and the steep slope areas on the boundaries of the property, all lie above this elevation and are likely all comprised of weathered and unweathered glacial till. The looser, finer grained, weathered till is typically on the order of 2 to 3 feet thick and overlies the unweathered till. Some fill soils may also be encountered due to the past development on the property. A 7 to 10 inch thick topsoil layer will also likely be encountered during grading. According to the Geologic Map of King County, Washington, by Booth, Haugerud and Sacket, 2002, the subject site is mapped as Vashon age till. Our interpretation is in general agreement with the published map for the area. Hydrology No indication of standing or flowing water was present on the property at the time of our field work. There was no evidence of erosion anywhere on the parcel. Water infiltrates relatively easily into the thin upper soil stratum. As a result, it is anticipated that most storm water currently infiltrates into the subsurface sediments and then moves as interflow atop the 19532 12th Avenue NE Gary A. Flowers, PLLC. Shoreline, Woshington 98155-1106 206-417 • 7640 2 Cogger Short Plat Geological/Geotechnica/ Assessment Kent, King County, Washing/on unweathered lodgement till. Interflow generally follows surficial topography and for this project would generally flow towards the east. Based on our previous study and recent hand explorations it is not likely that ground water will be encountered during grading operations on the Cogger short plat except for some interflow as described above Seismic Hazards All seismic hazard infonnation as presented in our previous study for the Plat of Fleuve des Voiles should apply to this project as well. As per the 2003 IBC guidelines the property is classified as Site Class C. CONCLUSIONS AND RECOMMENDATIONS Our exploration indicates that, from a geotechnical standpoint, the subject site is suitable for the proposed development provided the recommendations contained herein are properly followed. The property is generally underlain by dense, glacially consolidated sediments that have been stable for many years at the slope inclinations encountered on the site. Site Grading The site should be cleared of all ex1stmg structures, foundation elements and utilities. Vegetation, topsoil, forest duff and trees, that are not required as part of the landscape plan, should also be cleared and removed from the site. In our opinion, stable construction slopes should be the responsibility of the contractor since they are on·site at all times, and should be determined during construction. However, for planning purposes permanent cut slopes on the project should not exceed a gradient of2H:1V (horizontal to vertical). Temporary cuts may be steeper depending upon the encountered soils, generally lH:lV for weathered lodgement till and .5H:1V for the unweathered lodgement till. The above slope angles are for areas where ground water seepage is not encountered, and asswnes that surface water is not allowed to flow across the temporary slope faces. If ground or surface water is present when the slopes are excavated, flatter slope angles may be required. As is typical with earthwork operations, some sloughing and raveling may occur and cut slopes may have to be adjusted in the field. In addition, WISHA/OSHA regulations should be followed at all times unless a geotechnical professional is retained to monitor steeper slope cuts. If structural fill is required for site development it must be compacted to a dense, nonyielding condition. Structural fill is defined as non-organic soil, acceptable to the engineering geologist, placed in maximwn 8-inch loose lifts with each lift being compacted to at least 95 percent of the 19532 121h Avenue NE Gary A. Flowers, PLLC. Shoreline, Washington 98155-1106 206-417-7640 3 Cogger Short Plat Geo/ogical!Geotechnical Assessment Kent, King County, Washington modified Proctor maximum density using ASTM:D 1557 as the standard, The top of all compacted fill should extend horizontally outward a minimum distance of 3 feet beyond the location of perimeter footings or pavement edges before sloping down at a maximum angle of 2H:1 V, Structural fill placed in foundation excavations must extend a minimum distance of 2 feet beyond the edges of the footings. The till soils that will be encountered are fine grained and moisture sensitive and will be difficult to place except under ideal moisture conditions. All areas to be paved should be crowned or sloped to direct storm water flow to the edges of the roadway and parking areas. The subgrade should then be compacted to a dense and nonyielding condition (minimum 95 percent of the modified Proctor maximum density) with a minimum 20 ton vibratory roller. Prior to application of the pavement section the areas to be paved should be proofrolled with a fully loaded, tandem axle dump truck. Any soft or yielding areas identified during proofrolling should be overexcavated and backfilled with structural fill. Both the compaction of the subgrade and the proofroll should be witnessed and documented by a representative of this firm. Foundation Recommendations Shallow foundations may be used for support of the planned structures when placed on undisturbed or recompacted natural soils or approved structural fill placed atop these materials. An allowable soil bearing value of 2,000 psf may be used in the design of these footings, including both dead and live loads. An increase of one-third may be used for short-term wind or seismic loading. Perimeter footings for all proposed structures should be buried a minimum of 18 inches into the surrounding soil for frost protection. Settlement of footings for residences placed as detailed herein should be negligible. However, foundations placed on disturbed soil may result in increased settlement. All foundation excavations should be inspected by a representative of this firm, prior to concrete placement, to verify that the design bearing capacity of the soils has been attained and that construction conforms to the recommendations contained in this report. The governing municipality may require such inspections. Lateral loads can be resisted by friction between the foundation and the supporting soils, and/or by passive earth pressure acting on the buried portions of the foundations. The foundations must be backfilled with structural fill compacted to at least 95 percent of ASTM:D 1557 to achieve the passive resistance provided below. The structural fill must extend horizontally outward from the embedded portion of the foundation a distance equal to at least three times the embedment depth over which the passive resistance is applied. We recommend the following design parameters. • Passive equivalent fluid = 300 pcf • Coefficient of friction = 0.30 The above values are allowable and include a factor of safety of at least 2.0. 19532 12• Avenue NE Gary A. Flowers, PU£. Shoreline, Washington 98155-1106 4 206-417,7640 Cogger Short Plat Geo/ogica//Geotechnical Assessment Kent, King County, Washington Floor Support Recommendations For concrete slab-on-grade floors, we recommend that the upper twelve (12) inches of natural soil beneath the slab be recompacted to a firm, unyielding condition. Any yielding areas should be overexcavated and filled with approved structural fill. For areas where moisture intrusion through the floor slab is undesirable, a minimum of 6 inches of pea gravel, washed crushed rock or very coarse, washed sand should be placed as a capillary break layer. The crushed rock and sand must be compacted to a dense and unyielding condition prior to concrete placement. Where moisture through the slab is undesirable, a heavy duty (minimum IO mil) polyethylene plastic vapor barrier should be provided under the floor slab to prevent moisture vapor transmission through the slab. If the vapor barrier becomes compromised in any way during construction it should be replaced or an additional layer added. Retaining Walls Due to the sloping nature of the site we anticipate that multiple retaining walls will be required for development of this site. However, the location, type and height of the walls have not been ascertained at this time. Following are general design recommendations for any reinforced concrete walls that are planned. Retaining walls taller than 3 feet must be lined with a minimum of 12 inches of washed rock to within I foot of finish grade. The washed rock must tie into the footing drain for the wall footing. Retaining walls up to 8 feet high, that are free to rotate, may be designed for an active pressure of 35 pcf with level backfill or 50 pcf with sloping backfill. Fully restrained walls should be designed for an at rest pressure of 50 pcf with level backfill or 65 pcf with sloping backfill. Additional surcharges such as traffic, other structures, or heavy equipment must be added to these design values. If any retaining walls taller than 8 feet are planned, we should be contacted to evaluate the walls and provide design recommendations. Rockeries At this time we are unsure if rockeries will be used during plat development. If rockeries are planned they should be constructed in accordance with the recommendations provided in our report for the Plat of Fleuve des Voiles. Rockeries should generally only be used to face, stable, free standing, natural soils. Rockeries that face fill slopes greater than 3 feet in height should not be used in place of retaining walls unless the backfill soil is suitably reinforced, especially where structures and roadways are adjacent to them. In all cases, structures and adjacent rockeries should be set back from rockeries so that a lH:!V (Horizontal:Vertical) line extending up from the rear base of the rockery does not contain a load from roadways, foundations, or other rockeries. It should also be noted that, although rockeries are commonly used, they should be considered a long-term maintenance item. 19532 12• Avenue NE Gary A. Flowers, PLLC. Shoreline, Washington 98155-1106 5 206-417-7640 Cogger Short Plat Geological/Geotechnical Assessment Kent, King County, Washington Pavement Subgrade Recommendations All areas to be paved should be crowned to direct storm water flow to the edges of the roadway and parking areas. The subgrade should then be compacted to a dense and nonyielding condition (minimum 95 percent of the modified Proctor maximum density) with a minimum 20 ton vibratory roller. Prior to placement of the pavement section the subgrade should be proofrolled with a fully loaded, tandem axle dump truck. Any soft or yielding areas identified during proofrolling should be overexcavated and backfilled with structural fill. Both the compaction of the subgrade and the proofroll should be witnessed and documented by a representative of this firm. In the case of utility trench backfill, the structural fill should be placed and compacted in accordance with current local or county codes and standards. The top of all compacted fill should extend horizontally outward a minimum distance of 3 feet beyond the pavement edges before sloping down at a maximum angle of 2H: 1 V. Site Drainage All perimeter footing walls should be provided with a drain at the footing level. Drains should consist of rigid, perforated, PVC pipe surrounded by washed pea gravel. The level of the perforations in the pipe should be set approximately 2 inches below the bottom of the footing at all locations, and the drains should be constructed with sufficient gradient to allow gravity discharge away from the building. Roof and surface runoff should not discharge into the footing drain system, but should be handled by a separate, rigid, tightline drain that discharges into an approved storm water conveyance system. In planning, exterior grades adjacent to walls should be sloped downward away from the structure to achieve surface drainage. Care should be taken to avoid any grading or construction of any berms or other structures that may cause storm water to flow under the pavement section. Water introduced under the pavement section could result in an unstable subgrade and future pavement failures . . Erosion Control The sediments that will be encountered on the subject site generally contain significant fines and are subject to erosion under both sheet flow and channelized flow regimes. Typical erosion control measures implemented on most construction sites will be suitable to mitigate the hazard of erosion on this site. This should include a silt fence around the low point of the cleared area, covering stockpiles with plastic and re-vegetating cleared areas as soon as possible after construction is completed. A rock mat at the construction entrance should be provided to reduce tracking of soils off of the site. 19532 12• Avenue NE Gary A. Flowers, PLLC. Shoreline, Washington 98155-1106 6 206-417-7640 Cogger Short Plat Geological/Geotechnical Assessment Kent, King County, Washington SUMMARY Based on our site reconnaissance and subsurface explorations the site appears to be suitable for the proposed development provided the recommendations given herein are properly implemented. We recommend that we be retained to review those portions of the plans and specifications that pertain to earthwork, foundations and infiltration to determine that they are consistent with the recommendations of this report. Construction monitoring and consultation services should also be provided to verify that subsurface conditions are as expected. Should conditions be revealed , during construction that differs from the anticipated subsurface profile, we will evaluate those conditions and provide alternative recommendations where appropriate. Our findings and recommendations provided in this report were prepared in accordance with generally accepted principles of engineering geology and geotechnical engineering as practiced in the Puget Sound area at the time this report was submitted. We make no other warranty, either express or implied. Sincerely, Gary A. Flowers, P.G., P.E.G. Engineering Geologist 19S32 12th Avenue NE - Robert M. Pride, P .E. Geotechnical Engineer Gary A. Flowers, PLLC. Shoreline, Washington 98155-1106 7 206-417-7640 ' <® King County Department of Development and Environmental Services 900 Oakesdale Avenue SW Renton, WA 98055-1219 May 11, 2006 Charles Spaeth 6839 Ravenna Avenue NE Seattle, WA 98115 RE: Notice of Request for Additional Information or Studies Application No. L05S0040 -Cogger Short Subdivision Date Filed: August 8, 2005 Date of Complete Application: September 6, 2005 Dear Mr. Spaeth: The purpose of this letter is to notify you pursuant to King County Code Title 20 that the Land Use Services Division is requesting additional information and/or studies to complete the review of your project. The information is described on the enclosed plat screening transmittal. When submitting the requested information, include a copy of the plat screening transmittal and retain a copy for your records. Provide a cover letter, which lists how each item, was addressed. Any clarification or explanation of the submittal can also be included in the cover letter. Please submit the information to: King County Dept. of Development and Environmental Services Land Use Services Division ATTN.: Chad Tibbits, Project Manager 11, Current Planning Section 900 Oaksdale Avenue Southwest Renton, WA 98055-1219 If the submittal is hand delivered, submit at the address above. Your application is on "hold" from the date of this notice, until the date you are advised that the additional information satisfies this request or 14 days after the date the information has been provided. You will be notified if the Division determines that the information is insufficient. Please note that the supplemental information required after vesting of a complete application shall not affect the validity of such application. The deadline for the submittal of the necessary information is August 11, 2006. In the event you feel extenuating circumstances exist, which may justify an extension of this date, you may submit such request, in writing, for consideration by this Department. Failure to meet the deadline shall be cause for the Department to cancel or deny the application. If possible, please submit all of the information in one package. If you have any questions, regarding the additional information or the submittal deadline, please call me at (206) 296- 7194. Cc: Kim Claussen, Project/Program Manager Ill, Current Planning Section, LUSD w/enc Bruce Whittaker, Senior Engineer, Engineering Review Section, LUSD w/enc Kris Langley, Senior Engineer, Traffic & Engineering Section, KCDOT Application File w/enc Associated Plat Application (File No. L04P0002) w/enc ® King County Department of Development and Envirorunental Services Land Cse Services Division 900 Oakesdale Avenue Southwes( Renton, Washington 98055-1219 Plat Screening Transmittal Preliminary Short Plat Application for Cogger LUSD File No. L05S0040 Date of Information Request: May 11, 2006 Deadline for Submittal of Information: August 11, 2006 Please provide ten (10) copies of the following, unless otherwise noted. Drainage/Roads: • The conceptual drainage plan shows a conveyance system for the 1241 h Ave SE road improvement. Please revise the conceptual plan to address the stormwater detention and water quality requirements of the SWDM. Please include a detail of the proposed water quality design. • The routing of the 1241 h Ave SE out to SE 192"d St constitutes a change in the natural discharge location. Please add this issue to the adjustment request that is pending. This should be accomplished by contacting Mark Bergam, at 206-296-7270. • The previous drainage plan showed a proposed cutoff drain along the west and south property lines. Please revise the conceptual plan to address the offsite flow along these property lines. • Please note that this short plat is dependent on the Flueve Des Voilve subdivision approval and construction. All comments relative to the plat also apply to the short plat. • Please note that a drainage adjustment has been submitted for review and is pending review and approval. • Please note that a road variance has been submitted for review and is pending review and approval. Density: • Please revise the site plans to provide accurate calcuations for the acreage being transferred to the Cogger Short Plat from the Plat of Flueve Des Voiles with the boundary line adjustment. • Please submit a revised density calculation worksheet to reflect the changes above. • Please note that after initial staff calculations it would appear that the short plat has exceeded the density allowed under R-6 zoning. Please revise the number of lots to meet the appropriate density for the R-6 zone or provide documentation for the use of Transfer Density Credits to meet the code requirements. Revised Preliminary Plat: Provide 15 copies of a revised preliminary short plat, as necessary, as a result of above-referenced requests for additional information. As a result of the review of the information, additional information (studies, revisions, etc.) maybe requested at a later date. Further evaluation of these issues may result in the reconfiguration and/or loss of lots. Cogger Short Plat -L05S0040 05106 Fleuve Des Voiles: Fleuve Des Voiles L04P0002 and Cogger Short Plat L05S0040 Re-Screening Comments Bruce Whittaker 1/4/2006 Drainage:_A drainage adjustment is required from Core Requirement I, to combine the onsite subbasins and changing sheet flow to concentrated flow. (see drainage bullet 6 our March 17, 2004 screening letter). Please clarify the conceptual drainage plan, it is unclear if stormwater infiltration is still proposed. Note that infiltration does not appear to feasible (Chad:add Larry West geotechnical comments) Cogger Short plat: Drainage/Roads: I. A drainage adjustment is required to route the post-developed flows to the north into the proposed Fleuve Des Voiles drainage facility. The adjustment should include a shared facility plan approval. The adjustment should also address the merging of two drainage manual requirements, 1998 manual for Flueve Des Voiles and 2005 Manual for the Cogger Short Plat. 2. Submit a conceptual drainage plan and preliminary calculations showing compliance with the appropriate drainage manual. The preliminary calculations should show adequate capacity to include both subdivisions. 3. The proposed property lengths abutting the proposed on-site tum-around for the proposed lots 5 and TR-C/TR-J are inadequate for a driveway. Per the 1993 King County Road Standards (KCRS), the minimum driveway length is IO-feet and shall locate the edge of the driveway at a minimum 5-feet from the side property lines. 4. The proposed on-site tum-around should be revised to be consistent with the 1993 KCRS design requirements. 5. Narratives in the submitted drainage report shall clearly indicate that the proposed short plat is subject to full compliance with the 2005 KCSWDM guidelines or approved adjustment. •. 6. Revise the internal road design to meet the urban minor access road standard including sidewalk on one side. The sidewalk should be included in the proposed I{JW. 7. The drainage report shall be revised accordingly, and three sets of revised plans and reports shall be included with the next engineering submittal. Note that infiltration does not appear feasible for these subdivisions. 8. Please note that this short plat is dependent on the Flueve Des Voilve subdivision approval and construction. All comments relative to the plat also apply to the short plat. L04P0002 Bruce Whittaker DDES/LUSD MS OAK-DE-0100 OFFICE OF THE HEARING EXAMINER KING COUNTY, WASHINGTON 400 Yesler Way, Room 404 Seattle, Washington 98104 Telephone (206} 296-4660 Facsimile (206) 296-1654 Email: hearex@metrokc.gov January 12, 2007 REPORT AND DECISION SUBJECT: Department of Development and Envfronmental Services File No. L04P0002 Proposed Ordinance No. 2006-0565 FLEUVE DES VOILES Preliminary Plat Application Location: On the north side of SE 192nd Street, west of I 24th Avenue Northeast, approximately 19100 -I 24th Avenue Southeast, Renton Applicant: Charles Spaeth represented by De-En Lang Lang Associates, Inc. I 0658 Riviera Place Northeast Seattle, Washington 98125 Telephone: (206) 306-8880 Facsimile: (206) 362-6848 King County: Department of Development and Environmental Services {DDES) represented by Chad Tibbits 900 Oakesdale Avenue Southwest Renton, Washington 98055 Telephone: (206) 296-7194 Facsimile: (206) 296-7051 SUMMARY OF RECOMMENDATIONS/DECISION: Department's Preliminary Recommendation: Department's Final Recommendation: Examiner's Decision: EXAMINER PROCEEDINGS: Hearing opened: Hearing continued administratively: Hearing closed: Approve, with conditions Approve, with revised conditions Approve, with further revised conditions December 12, 2006 December 12, 2006 December 13, 2006 L04 P0002 -Fleuve des Voiles Page 2 of 14 Participants at the public hearing and the exhibits offered and entered are listed in the attached minutes. A verbatim recording of the hearing is available in the office of the King County Hearing Examiner. FINDINGS, CONCLUSIONS & DECISION: Having reviewed the record in this matter, the Examiner now makes and enters the following: FINDINGS: I. General Information: Applicant: Engineer: STR: Location: Zoning: Acreage: Number of Lots: Density: Lot Size: Proposed Use: Sewage Disposal: Water Supply: Fire District: School District: Charles Spaeth 6839 Ravenna Avenue NE Seattle, WA 98115 206-526-8481 Taylor Engineering Consultants 205 Front Street S. Issaquah, WA 98027 425-391-1415 SW 33-23-05 The site is located on the north side of SE 192"" St., west of 12411, Avenue NE. R-6 7.07 acres 39 Approximately 5.51 units per acre Approximately 4,000 to 7,200 square feet in size Single Family Detached Dwellings Soos Creek Water and Sewer District Soos Creek Water and Sewer District King County Fire District No. 40 Renton School Distrjct No. 403 Application completeness date: October I , 2004 Associated Applications: Drainage Adjustment L05V0040 2. Except as modified herein, the facts set forth in the ODES reports to the Examiner and the DOES and King County Department of Transportation (KCDOn testimony are found to be correct and are incorporated herein by reference. 3. The subject property is a 7.07-acre, irregularly-shaped parcel located north of Southeast 192nd Street at the present northerly stub terminus of I 24th Avenue Southeast, just west of Soos Creek in the unincorporated Renton area. The terrain of the site consists of two benches connected by a short fairly steep slope downward to the east. The benches are relatively flat to gentle in grade; ,. L04P0002 -Fleuve des Voiles Page 3 of 14 the general grade of the site is from west to east down toward Soos Creek. The property is vegetated with a moderately dense wood of successive-growth mixed-species native overstory with typical Northwest understory and ground cover. The properties are located within the Upper Soos sub-basin of the Soos Creek basin. A Class I wetland, a defined sensitive area under the applicable version of Chapter 2 IA.24 KCC, is located just off site of the northeast portions of the property bordering Soos Creek. A single-family residence and outbuildings are located on the property (and will be removed upon development). The surrounding area is generally residentially developed at lower large-lot suburban densities, and a school to the east, but is undergoing infill to higher-density suburban development within the urban growth area. 4. Applicant Charles Spaeth proposes subdivision of the property into 39 lots for detached single· family dwellings, as well as separate tracts for drainage facilities, open space and recreation. The density would be approximately 5.5 dwelling units per acre, with lot sizes ranging from approximately 4,000 to 7,200 square feet in area. 5. The Applicant is simultaneously developing the adjacent proposed Cogger short subdivision (file L05S0040), an eight-lot, .93-acre short subdivision proposed for the property directly abutting to the south between the site and Southeast 192nd Street. Concurrent development will allow for the Cogger property to be developed without a separate access onto Southeast 192nd Street, an arterial road; it will use access via the subject subdivision. 6. Vehicular access to the proposed development and the Cogger short subdivision will be provided by improvement of the existing I 24th Avenue Southeast right-of-way, which runs due north from Southeast 192nd Street to join the property on the south boundary of the northeasterly-most projection. From there, the road would curve northwest and then due west to forrn a looped road network that would have two cul--de-sacs branching from it to serve some of the development's own lots and a third to extend south from the southernmost portion of the loop to provide access to the Cogger short subdivision lots. A stub road would also branch from the internal loop northerly to connect with 122nd Avenue Southeast within the proposed Wehrman subdivision to the north (L04P0027, which has recently been granted preliminary plat approval). The Wehrman subdivision provides a through route north up to Southeast 188th Street, which would provide connection westerly to I 20th A venue Southeast. 7. Common recreation facilities are to be developed within Tract C of the subject property and Tract A within the Cogger short subdivision, to be shared by the residents of both developments.' Although this arrangement does not meet the absolute letter of the code provisions in KCC 21A.14.180, which require location onsite and centrality within each specific development, it will be permitted in this case 2 given a) the direct adjacency of the properties; b) simultaneous development; c) unified control over both developments; and d) their both proposed to be governed by a single homeowners' association. In addition, and as importantly, the fact that the tracts are in separate developments is not a practical or safety concern in the instant case, since the road crossing to gain access to them would be no more than would be 1 Part of the reason for the property configuration which results in the Cogger recreatioJJ Tract A ( even though it is on the side of the street of the bulk of the subject development, whereas all of1he Cogger lots are on the south side of Southeast 191 st Street) is that some boundary line adjusnnents (BLA) have been perfonned or are proposed in order to optimize the lot layout for the subject development 2 As it has been in a very few past cases of similar circumstances. L04P0002 -Fleuve des Voiles Page 4 ofl4 typically provided in a single larger development with an internal road system. The road crossings to gain access to the intended recreation facilities are over subaccess, low-volume roads and the proposal provides the requisite safe convenience and accessibility which lay at the heart of the subdivision recreation facility requirements. 8. The development's resident public schoolchildren will be bused to their respective middle and high schools, and students at the elementary level will walk to their designated elementary school, which at present is located to the northwest on 120th Avenue Southeast, with the most direct walking route via the aforementioned preliminarily approved but yet-to-be-developed Wehrman subdivision abutting to the north. Conditions of preliminary plat approval must accordingly be imposed to assure that safe walking conditions are provided for public school children residing in the development with some contingency if the Wehrman development is not completed prior to final plat approval of the subject development. The Wehrman development was made subject to conditions requiring that appropriate provisions be assured for safe walking conditions for school pedestrians, and in effect, the subject development is dependent upon those improvements, or an effective alternative, for such assurance. 9. The traffic impacts of the proposed development will be mitigated under the requirements of County code with respect to Chapter 14.70 KCC (Transportation Concurrency Management) and Chapter 14.75 KCC (Mitigation Payment System). In order to comply with Chapter 14.80 KCC regarding intersection standards, the Mitigated Determination of Non-Significance (MDNS) has imposed a mitigation measure requiring the installation of a traffic signal at the project's )24th Avenue Southeast entry onto Southeast 192nd Street. 10. The development's surface water drainage will be collected and conveyed to stormwater drainage facilities in preposed Tract B, which will lie upslope of the wetland buffer contained with Tract A. The property is subject to the 1998 King County Stormwater Water Design Manual (KCSWDM) and must meet the standards for Level I detention and Basic water quality standards (the Cogger short plat is subject to the more recent 2005 KCSWDM standards, but the interrelationship of the two standards is accomplishable with the proposed stormwater design program). A drainage adjustment (L06V0040) has been approved for the two developments to allow the use of a shared stormwater facility. 11. Neighboring residents submit comments expressing concern about the density and character of the development as being out of scale with the existing development in the area and a reduction in the existing residents' quality oflife. The density of development is fully permissible under the existing R-6 zoning, which has been in place for a number of years in implementation of the state Growth Management Act and the County's implementing Comprehensive Plan and zoning. The Examiner has no authority to disallow the proposed density of development, which the Examiner notes is approximately half a unit per acre less than the maximum achievable under the base density of the applied R-6 zone. Other concerns expressed have to do with drainage and potential flooding, which will be fully addressed for regulatory compliance by conformity of the development with the applicable stormwater detention and water quality maintenance standards. Lastly, concern is expressed regarding some debris such as used tires on the property and the need for cleanup. That will presumably be accomplished during plat preparation and construction, since materials such as those are disallowed in construction fill and grading for development. • L04P0002 -Fleuve des Voiles Page 5 of 14 12. The Fire District No. 40 Fire Marshal expresses concern regarding the road widths of the proposed development and the need for fire equipment access. The King County Fire Marshal has recently instituted a more assertive program of fire suppression rules applied to development, wherein if road widths are provided as narrow as the 1993 King County Road Standards (KCRS) pennit, then individual structures may be subject to individual fire sprinklering requirements at the residential building permit stage. The matter is therefore left to post-preliminary plat consideration by the Applicant in deliberating the relative viability of those alternatives, and any accommodations which may ensue from discussions with the appropriate fire officials. 13. Chapter 2JA.38 KCC's special overlay requirement S0-220 (Significant Tree Overlay) applies to the property. The Significant Tree Overlay standards require the development to retain a percentage of the significant trees onsite. To implement KCC 2JA.38.230, a detailed tree retention plan must be submitted with the engineering plans for the subdivision. CONCLUSIONS: 1. The proposed subdivision, as conditioned below, would conform to applicable land use controls. In particular, the proposed type of development and overall density are specifically permitted under the R-6 zone. 2. If approved subject to the conditions below, the proposed subdivision will make appropriate provisions for the topical items enumerated within RCW 58.17.1 JO, and will serve the public health, safety and welfare, and the public use and interest. 3. The conditions for final plat approval set forth below are reasonable requirements and in the public interest. 4. The dedications of land or easements within and adjacent to the proposed plat, as shown on the revised preliminary plat submitted on June 30, 2006, or as required for final plat approval, are reasonable and necessary as a direct result of the development of this proposed plat, and are proportionate to the impacts of the development. DECISION: The preliminary plat of the Fleuve des Voiles subdivision, as revised and received June 30, 2006, is approved subject to the following conditions of approval: I. Compliance with all platting provisions of Title 19A of the King County Code. 2. All persons having an ownership interest in the subject property shall sign on the face of the final plat a dedication that includes the language set forth in King County Council Motion No. 5952. 3. The plat shall comply with the base density and minimum density requirements of the R-6 zone classification. All lots shall meet the minimum dimensional requirements of the R-6 zone classification or shall be shown on the face of the approved preliminary plat, whichever is larger, except that minor revisions to the plat which do not result in substantial changes may be approved at the discretion of the Department of Development and Environment Services. L04P0002 -Fleuve des Voiles Page 6 of 14 Any/all plat boundary discrepancy shall be resolved to the satisfaction of DD ES prior to the submittal of the final plat documents. As used in this condition, "discrepancy" is a boundary hiatus, an overlapping boundary or a physical appurtenance which indicates an encroachment, lines of possession or a conflict of title. · 4. All construction and upgrading of public and private roads shall be done in accordance with the King County Road Standards established and adopted by Ordinance No. 11187, as amended (1993 KCRS). 5. The applicant shall obtain documentation by the King County Fire Protection Engineer certifying compliance with the fire flow standards of Chapter 17.08 of the King County Code. 6. Final plat approval shall require full compliance with the drainage provisions set forth in King County Code 9.04. Compliance may result in reducing the number and/or location oflots as shown on the approved preliminary plat. Preliminary review has identified the following conditions of approval which represent portions of the drainage requirements. All other applicable requirements in K.C.C. 9.04 and the King County Surface Water Design Manual (KCSWDM) must also be satisfied during engineering and final review. a. Drainage plans and analysis shall comply with the 1998 KCSWDM and applicable updates adopted by King County and must meet the standards for Level 1 detention and Basic water quality standards. DOES approval of the drainage and roadway plans is required prior to any construction. b. Current standard plan notes and ESC notes, as established by ODES Engineering Review, shall be shown on the engineering plans. c. The following note shall be shown on the final recorded plat: "All building downspouts, footing drains, and drains from all impervious surfaces such as patios and driveways shall be connected to the permanent storm drain outlet as shown on the approved construction drawings# on file with ODES and/or the King County Department of Transportation. This plan shall be submitted with the application of any building permit. All connections of the drains must be constructed and approved prior to the final building inspection approval. For those Jots that are designated for individual lot infiltration systems, the systems shall be constructed at the time of the building permit and shall comply with plans on file." d. A maintenance access easement to King County is required across Lot 2, for maintenance of the Tract B stormwater facility. e. A drainage conveyance pipe is required to allow for offsite stormwater conveyance, between Lots 13 and 14, in general conformance with the conceptual grading and drainage plan submitted. This pipe shall be sized appropriately, per the KCSWDM at engineering plan submittal. f. The I 00-year floodplain for any onsite streams or wetlands shall be shown on the engineering plans and the final plat per Special Requirement 2 of the KCSWDM. L04P0002 -Fleuve des Voiles Page 7 of 14 g. A drainage adjustment (L06V0040) is approved for this site. All conditions of approval for this adjustment shall be met prior to approval of the engineering plans. 7. The proposed subdivision shall comply with the 1993 King County Road Standards (KCRS) including the following requirements: a. !24th Ave SE and the internal loop road shall be improved at a minimum to the urban subaccess street standard. The stub road to the north, adjoining Lots 6, 7 and 8, shall also be improved at a minimum to the urban subaccess street standard. b. A land transfer agreement between the applicant and KC Dept. of Natural Resources and Parks has been negotiated for the obtainment of additional R/W at the northeast comer of the proposed SE 19200 St/124th Ave SE intersection, required to construct the !24th Ave SE improvements. The necessary RJW, which is shown on a Proposed Land Transfer Diagram received June 30, 2006, shall be acquired prior to engineering plan approval. c. Tracts F and H shall be improved at a minimum as private access tracts per Section 2.09 of the KCRS. These tracts shall include curb and gutter section driveway entries. The private access tracts shall be owned and maintained by the lot owners served. Notes to this effect shall be shown on the engineering plans and the final plat. d. Modifications to the above road conditions may be considered according to the variance provisions in Section 1.08 of the KCRS. 8. All utilities within proposed rights-of-way must be included within a franchise approved by the King County Council prior to final plat recording. 9. The applicant or subsequent owner shall comply with King County Code 14.75, Mitigation Payment System (MPS), by paying the required MPS fee and administration fee as determined by the applicable fee ordinance. The applicant has the option to either: (I) pay the MPS fee at the final plat recording, or (2) 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 plat application and a note shall be placed on the face of the 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 building permit application. I 0. Off-site access to the subdivision shall be over a full-width improved road which has been accepted by King County for maintenance. If a proposed access road meeting those standards has not been accepted by King County at the time of recording, then said road shall be fully bonded by the applicant of this subdivision. 11. Tiie proposed subdivision shall comply with the Sensitive Areas Code as outlined in the applicable version of Chapter 21A.24 KCC (the pre-2005 version). Permanent survey markings and signs as specified in K.C.C. 21 A.24.160 shall also be addressed prior to final plat approval. Temporary marking of sensitive areas and their buffers (e.g., with bright orange construction fencing) shall be placed on the site and shall remain in place until all construction activities are completed. L04POD02 -Fleuve des Voiles Page 8 of14 12. Preliminary plat review has identified the following specific requirements which apply to this project. All other applicable requirements from K.C.C. 21A.24 shall also be addressed by the applicant. Wetlands Class I wetland(s) shall have a minimum buffer of 100 feet, measured from the wetland edge. The wetland(s) and their respective buffers shall be placed in a Sensitive Area Tract (SAn. A 15-foot building set back line (BSBL) is required from the edge of all Sensitive Area Tracts and shall be shown on all affected lots. Signage shall be installed along the Sensitive Area Tract boundaries for long term protection and to clearly mark the extent of the tract. Sensitive area tract boundaries shall be clearly marked with bright orange construction and silt fencing prior to construction or site clearing activities. The boundaries shall remain marked until construction is complete. Road crossings of wetlands and/or buffers maybe allowed per KC 21A.24.330. Construction techniques such as retaining walls maybe required to limit impacts. Allowed impacts shall require mitigation. A final mitigation plan shall be required during engineering review. Off site utility construction within wetlands, aquatic areas, or buffers may require additional permits. This will be reviewed and determined during engineering review. Wetland hydrology may not be altered either during or after development. A hydrology analysis may be required during engineering review to show how wetland hydrology will be maintained after the site is developed. The engineering plans shall be routed to Critical Areas Staff for review of compliance to the above conditions. Alterations to Streams or Wetlands If alterations of streams and/or wetlands are approved in conformance with K.C.C. 21A.24, then a detailed plan to mitigate for impacts from that alteration will be required to be reviewed and approved along with the plat engineering plans. A performance bond or other financial guarantee will be required at the time of plan approval to guarantee that the mitigation measures are installed according to the plan. Once the mitigation work is completed to a DDES Senior Ecologist's satisfaction, the performance bond may be replaced by a maintenance bond for the remainder of the five-year monitoring period to guarantee the success of the mitigation. The applicant shall be responsible for the installation, maintenance and monitoring of any approved mitigation. The mitigation plan must be installed prior to final inspection of the plat. L04P0002 -Fleuve des Voiles Geo technical Page 9 of 14 Clearing is not permitted on this site between October I and April I unless it is in compliance with King County Code 21A.220 (erosion hazard areas). If clearing is proposed during the October 1 through April I time period the applicant must delineate all on.site erosion hazard areas on the final engineering plans (erosion hazard areas are defined in K.C.C. 21A.06.415). The delineation of such areas shall be approved by a DDES geologist, and the requirements found in K.C.C. 21A.24.220 concerning erosion hazard areas shall be met. The applicant's geotechnical engineer shall provide recommendations for the design and construction of the road, on site grading and compaction, subsurface drainage, and all required retaining walls. The geotechnical recommendations shall be included in the T.I.R. and incorporated into the design with submittal of the engineering plans. The report must specifically address any setback requirements for future structures from any proposed retaining walls, and any setback requirements must be shown on the final engineering plans. Any required easements for maintenance of walls or subsurface drainage must also be provided on the final plans. Special geotechnical construction inspection of the road improvements, onsite grading and compaction, subsurface drainage, and any required retaining walls is required. Special construction inspection of the above construction elements is required to ensure compliance with the geotechnical report recommendations and to address unanticipated soil and groundwater conditions. Daily inspection reports shall be submitted to the assigned King County Land Use Inspector during the Construction phases of those improvements. A final construction report shall be submitted verifying compliance with the geotechnical recommendations and providing foundation design parameters for future residential construction. Notes requiring the above shall be shown on the engineering plans. Geotechnical special inspection of bearing soils for future home foundations is required. Notes to this effect shall be shown on the engineering plans and the final plat. 13. The following note shall be shown on the final engineering plan and recorded plat: RESTRICTIONS FOR SENSITIVE 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 sensitive area tract/sensitive area and buffer imposes upon all present and future owners and occupiers of the land subject to the tract/sensitive 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/sensitive 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. L04P0002 -Fleuve des Voiles Page 10of14 The common boundary between the tract/sensitive 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 sensitive 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 sensitive area are completed. No building foundations are allowed beyond the required 15-foot building setback line, unless otherwise provided by Jaw. 14. Suitable recreation space shall be provided consistent with the requirements ofK.C.C. 2 IA.14.180 and K.C.C. 2 lA. 14.190 (i.e., sport court[ s J, children's play equipment, picnic table[sJ, benches, etc.). a. 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 submittal of engineering plans. b. A perforrnance bond for recreation space improvements shall be posted prior to recording of the plat. c. The development's recreation space may be provided commonly with the adjacent Cogger short subdivision (L05S0040) as proposed and as discussed above, provided that the applicant demonstrates that a single homeowners association (see Condition 15 below) will be established for both developments and covenants provide for mutual and common use permission. In the event that the Cogger short subdivision is not platted in near concurrency and/or the Jots in the subject development are not established in a homeowners association common with those of the Cogger short subdivision prior to or at the time of final plat approval, the subject subdivision shall provide onsite recreation facilities in full conforrnity with KCC ZIA.14.180. 15. A homeowners' association or other workable organization shall be established to the satisfaction ofDDES which provides for the ownership and continued maintenance of the recreation space and sensitive area tract( s ). 16. Street trees shall be provided as follows (per KCRS 5.03 and K.C.C. ZlA.16.050): a. 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. b. 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. c. 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. L04P0002 -Fleuve des Voiles Page 11 ofl4 d. The trees shall be owned and maintained by the abutting lot owners or the homeowners association or other worlcable organization unless the county has adopted a maintenance program. Ownership and maintenance shall be noted on the face of the final recorded plat. e. The species of trees shall be approved by DDES iflocated 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. f. The applicant shall submit a street tree plan and bond quantity sheet for review and approval by DDES prior to engineering plan approval. g. The applicant shall contact Metro Service Planning at (206) 684-1622 to determine if 124"' Avenue SE is on a bus route. If 124"' Avenue SE is a bus route, the street tree plan shall also be reviewed by Metro. h. 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. 17. A landscape inspection fee shall also be submitted prior to plat recording. The inspection fee is subject to change based on the current county fees. 18. The following have been established by the MDNS under SEPA authority as necessary requirements to mitigate the adverse environmental impacts of this development. The applicant/developer shall demonstrate compliance with these items prior to final plat approval. A calculated deficient level-of-service (KCC 14.80.030A) will exist at the horizon year of the development, as calculated by the Applicant's consultant, during the morning peak hour. Until the completion of the northerly connection of the project, through the preliminary plat of Wehrman (DDES File #L04P0028), 100% of the trips from the Fleuve des Voiles project and the associated Cogger Short Plat (L05S0040) will use the access off of Southeast 192"" Street. After completion of the preliminary plat of Wehrman, 20% or more of the Fleuve des Voiles project trips will impact this intersection. Individually, and jointly with the Cogger Short Plat, more than 30 peak hour trips will impact the intersection. In order to mitigate the significant adverse impact (14.80.030A and 14.80.030B) that the proposed development will have at the intersection of Southeast 192"" Street/124"' Avenue Southeast intersection, the applicant will construct a traffic signal system at this intersection. This signalization system will be in general conformance with the conceptual signalization submitted to KCDOT on November 8, 2006. This signalization system will be in general conformance with the conceptual signalization exchanged between the Department of L04P0002 -Fleuve des Voiles Page 12 of 14 Transportation and the Applicant's consultant engineer on/about 27 October 2006, and include all related signalization system appurtenances necessary for the identified signal operation (including a protected/permitted phasing for the westbound left turn), and an advance warning flasher system located to the west of the intersection. These improvements shall be designed to minimize future reconstruction if/when the deferred/cancelled CIP is constructed. If funding is restored by future CIP budgets, AND a portion of the funding source is revised to include MPS fees from development, the developer may be entitled to the MPS credit provisions that were in effect at the time of the determination of a complete application for this subdivision. Plans for these improvements shall be submitted to the King County DOT Traffic Engineering Section for review and approval. 19. To implement former K.C.C. 21A.38.230 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 former K.C.C. 21A.38.230. No clearing of the subject property is permitted until the final tree retention plan is approved by LUSD. Flagging and temporary fencing of trees to be retained shall be provided, consistent with former K.C.C. 21A.38.230.B.4. 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 former K.C.C. 21A.38.230.B.4.d.(2). 20. A note shall be placed on the final plat indicating that the trees shown to be retained on the tree retention plan shall be maintained by the future owners of the proposed lots, consistent with K.C.C. 21A.38.230.B.6. 21. If the adjacent Wehrman subdivision development (L04P0027) is not completed prior to final plat approval of the subject development, certification shall be provided by the King County Department of Transportation that safe walking conditions are provided for public elementary schoolchildren residing in the subject development, along a reasonably direct and lawful route to their elementary school or, in the alternative, that they are provided with school bus service to the school and safe walking conditions are provided to the pertinent school bus stop. ORDERED January 12, 2007. ~-----------Peter T. Donahue King County Hearing Examiner TRANSMI I I ED January 12, 2007, to the following parties and interested persons of record: Barghausen Cons. Eng. Attn: Ivana Halvorson. 18215-72nd Ave. S. Kent WA 98032 Dennis Brevik 19103 -121st Pl. SE Renton WA 98058 Rebecca Brown 6839 Ravenna Ave. NE Seattle WA 98115 L04P0002 -Fleuve des Voiles Ben & Geri Bush 19124 -121st Pl. SE Renton WA 98058 Steve Halladin 19118-!21st Pl. SE Renton WA 98058 Jacques Consulting Attn: Neal Jacques 2633 SW 163rd Pl. Burien WA 98166 Muck:leshoot Cult. Res. Attn: L. Mmphy & T. James 39015 -172nd St. SE Auburn WA 98092 Mark Stevens 19225 -124th Ave. SE Renton WA 98058 Tim Wheeler 12131 SE 188th St. Renton WA 98058 Lisa Dinsmore DDES/LUSD MS OAK-DE-0100 Kristen Langley DDES/LUSD MS OAK-DE-0100 Larry West DDES/LUSD MS OAK-DE-0100 Cogger 609 Grant Ave. S. Renton WA 98055 Harold Hodge 19210 -!21st Pl SE Renton WA 98058 De-En Lang Lang Assoc., Inc. I 0658 Riviera Pl. NE Seattle WA 98125 Seattle KC Health Dept. E. Dist. Environ. Health 14350 SE Eastgate Way Bellevue WA 98007 Sean & Linda Warren 19125 -121st Pl. SE Renton WA 98058 Mark & Joyce Wilson 19205 -I 24th Ave. SE Renton WA 98058 Nick Gillen DDES/LUSD MS OAK-DE-0100 Chad Tibbits DDES-LUSD MS OAK-DE-0100 Kelly Whiting KC DOT, Rd. Srvcs. Div. MS KSC-TR-0231 NOTICE OF RlGHT TO APPEAL Page 13 ofl4 Shawn Ervin 18848 -! 20th Ave. SE Renton WA 98058 Troy Humphrey 310-29th St. NE Puyallup WA 98372 Lozier Homes, Corp. Attn: Jennifer McCall 1203 -I 14th Ave. SE Bellevue WA 98004 Charles Spaeth Ravenna Devel., LLC 6839 Ravenna Ave. NE Seattle WA 98115 Marvin Wehrman 5115-33rdAve. W. Everett WA 98203 Kim Claussen DDES/LUSD MS OAK-DE-0100 Shirley Goll DDES/LUSD MS OAK-DE-0100 Steve Townsend DDES/LUSD MS OAK-DE-0100 Bruce Whittaker DDES/LUSD MS OAK-DE-0100 In order to appeal the decision of the Examiner, written notice of appeal must be filed with the Clerk of the King County Council with a fee of$250.00 (check payable to King County Office of Finance) on or before January 26, 2007. If a notice of appeal is filed, the original and six (6) copies of a written appeal statement specifying the basis for the appeal and argument in support of the appeal must be filed with the Clerk of the King County Council on or before February 2, 2007. Appeal statements may refer only to facts contained in the hearing record; new facts may not be presented on appeal. Filing requires actual delivery to the Office of the Clerk of the Council, Room I 025, King County Courthouse, 516 3"' Avenue, Seattle, Washington 98104, prior to the close of business (4:30 p.m.) on the date due. Prior mailing is not sufficient if actual receipt by the Clerk does not occur within the L04 P0002 -Fleuve des Voiles Page 14of14 applicable time period. The Examiner does not have authority to extend the time period unless the Office of the Clerk is not open on the specified closing date, in which event delivery prior to the close of business on the next business day is sufficient to meet the filing requirement. If a written notice of appeal and filing fee are not filed within fourteen (14) calendar days of the date of this report, or if a written appeal statement and argument are not filed within twenty-one (21) calendar days of the date of this report, the decision of the hearing examiner contained herein shall be the final decision of King County without the need for further action by the Council. MINUTES OF THE DECEMBER 12, 2006, PUBLIC HEARING ON DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES FILE NO. L04P0002. Peter T. Donahue was the Hearing Examiner in this matter. Participating in the hearing were Chad Tibbits, Bruce Whittaker and Kristen Langley representing the Department; and De-En Lang representing the Applicant. The following Exhibits were offered and entered into the record: Exhibit No. I Exhibit No. 2 Exhibit No. 3 Exhibit No. 4 Exhibit No. 5 Exhibit No. 6 Exhibit No. 7 Exhibit No. 8 Exhibit No. 9 Exhibit No. I 0 ExhibitNo. 11 Exhibit No. 12 Exhibit No. 13 Exhibit No. 14 Department of Development and Environmental Services file no. L04P0002 Department of Development and Environmental Services Preliminary Report, dated December 12, 2006 Application for Land Use Permits received February 4, 2004 SEPA Environmental checklist received February 4, 2004 SEPA Determination of Non-significance issued November 9, 2006 Affidavit of Posting indicating a posting date of March 8, 2005; received by DDES on March 9, 2005 Preliminary plat map received June 30, 2006 (Revised) Revised Level I Downstream Analysis prepared by Taylor Engineering Consultants, received March 31, 2006 Certificate of Water Availability from the Soos Creek Water and Sewer District dated June 17, 2005 Certificate of Sewer Availability from Soos Creek Water and Sewer District, dated June 17, 2005 Conceptual Recreation Plan received March 31, 2006 Revised Conceptual Grading and Drainage Plan received March 31, 2006 Letter from Ben and Geri Bush faxed December 4, 2006 Letter from Sandy Haydock, Fire District 40, dated December 12, 2006 The following exhibit was entered into the record on December 13, 2006: Exhibit No. 15 December 14, 2006 (received by e-mail December 13) DDES memorandum regarding landscaping inspection fees PlD:ms L04P0002 RPT , ® King County Department of Development and Environmental Services 900 Oakesdale Avenue SW Renton, WA 98055-1219 January 5, 2006 Charles Spaeth 6839 Ravenna Avenue NE Seattle, WA 98115 RE: Notice of Request for Additional Information or Studies Application No. L05S0040 -Cogger Short Subdivision Date Filed: August 8, 2005 Date of Complete Application: September 6, 2005 Dear Mr. Spaeth: The purpose of this letter is to notify you pursuant to King County Code Title 20 that the Land Use Services Division is requesting additional information and/or studies to complete the review of your project. The information is described on the enclosed plat screening transmittal. When submitting the requested information, include a copy of the plat screening transmittal and retain a copy for your records. Provide a cover letter, which lists how each item, was addressed. Any clarification or explanation of the submittal can also be included in the cover letter. Please submit the information to: King County Dept. of Development and Environmental Services Land Use Services Division ATTN.: Chad Tibbits, Project Manager II, Current Planning Section 900 Oaksdale Avenue Southwest Renton, WA 98055-1219 If the submittal is hand delivered, submit at the address above. Your application is on "hold" from the date of this notice, until the date you are advised that the additional information satisfies this request or 14 days after the date the information has been provided. You will be notified if the Division determines that the information is insufficient. Please note that the supplemental information required after vesting of a complete application shall not affect the validity of such application. The deadline for the submittal of the necessary information is April 5, 2006. In the event you feel extenuating circumstances exist, which may justify an extension of this date, you may submit such request, in writing, for consideration by this Department. Failure to meet the deadline shall be cause for the Department to cancel or deny the application. , If possible, please submit all of the information in one package. If you have any questions, regarding the additional information or the submittal deadline, please call me at (206) 296- 7194. s;,µ~ C,d~bits'. ProjecVProgram Manager II Current Planning Section Cc: Kim Claussen, ProjecVProgram Manager Ill, Current Planning Section, LUSD w/enc Bruce Whittaker, Senior Engineer, Engineering Review Section, LUSD w/enc Nick Gillen, Senior Ecologist, Critical Areas Section, LUSD w/enc Larry West, Environmental Scientist, Critical Areas Section, LUSD w/enc Kris Langley, Senior Engineer, Traffic & Engineering Section, KCDOT Application File w/enc Associated Plat Application (File No. L04P0002} w/enc ® King County DepartJr1ent of Development and Environmemal Services Land Use Servici:s Division 900 Oakesdale Avenue Southwest Renton. Washington 98055-1219 Plat Screening Transmittal Preliminary Short Plat Application for Cogger LUSD File No. L05S0040 Date of Information Request: January 5, 2006 Deadline for Submittal of Information: April 5, 2006 Please provide ten (10) copies of the following, unless otherwise noted. Drainage/Roads: 1. A drainage adjustment is required to route the post-developed flows to the north into the proposed Fleuve Des Voiles drainage facility. The adjustment should include a shared facility plan approval. The adjustment should also address the merging of two drainage manual requirements, 1998 manual for Flueve Des Voiles and 2005 Manual for the Cogger Short Plat. 2. Submit a conceptual drainage plan and preliminary calculations showing compliance with the appropriate drainage manual. The preliminary calculations should show adequate capacity to include both subdivisions. 3. The proposed property lengths abutting the proposed on-site turn-around for the proposed lots 5 and TR-C/TR-J are inadequate for a driveway. Per the 1993 King County Road Standards (KCRS), the minimum driveway length is 10-feet and shall locate the edge of the driveway at a minimum 5-feet from the side property lines. 4. The proposed on-site turn-around should be revised to be consistent with the 1993 KCRS design requirements. 5. Narratives in the submitted drainage report shall clearly indicate that the proposed short plat is subject to full compliance with the 2005 KCSWDM guidelines or approved adjustment. 6. Revise the internal road design to meet the urban minor access road standard including sidewalk on one side. The sidewalk should be included in the proposed R/W. 7. The drainage report shall be revised accordingly, and three sets of revised plans and reports shall be included with the next engineering submittal. Note that infiltration does not appear feasible for these subdivisions. 8. Please note that this short plat is dependent on the Flueve Des Voilve subdivision approval and construction. All comments relative to the plat also apply to the short plat. Critical Areas: Submit three (5) copies of a Geotechnical report for this Short Plat. For further questions please contact Larry West (Earth Scientist) at (206) 296-7131. Recreation Space: Submit a conceptual recreation plan that indicates the type of improvements (i.e. sport court, play structure, benches, landscaping, etc.) proposed within the recreation tract(s). See KCC 21A.14.180(E)(2) for equipment requirements. Walkways: Provide an inventory map (i.e. existing conditions -widths, surface type, etc.) of the walking routes to the elementary, middle school/junior high, and high schools and/or the appropriate bus stop location associated with each school. Identify any improvements necessary to provide safe walking conditions. Field Survey: Provide a copy of the base topographic map stamped by a Licensed Surveyor in the State of Washington. Cogger Short Plat -L05S0040 01/06 I Non Building Tract(s): Tracts A, B and C have been identified as non-building tracts. The division does not support the creation of non-building lots or substandard lots. Please revise the short plat accordingly. Revised Preliminary Plat: Provide 25 copies of a revised preliminary plat, as necessary, as a result of above-referenced requests for additional information. As a result of/he review of/he information, additional information (studies, revisions, etc.) may be requested at a later date. Further evaluation of these issues may result in the reconfiguration and/or loss of lots. Cogger Short Plat -L05S0040 01/06 - TO: Chad Tibbits, Planner, LUSD, CPLN. FM: Mazen Haidar, P.E. LUSD, ERS. RE: Cogger SP L05S0040 Date: October 13, 2005 I have completed the initial engineering review for the subj~t,,~JI, application and have the following comments that shou~ b 1 letter to the applicant. ~ 1. The submitted drainage report and plans a to suggest that the proposed sub-division application is for an short plat. It is not clear how TR-A, B, and C will be considered to be ts giving its unusual small size. If the intent is to combine these tract ith adjacent TR-H, I, and J to east (located in the adjacent parcel) to er ate buildable lots, then the applicant shall submit and obtain an ap roval for a boundary line adjustment application to encumber T -H, I and J in the subject parcel before completing this short plat pro ess. 2. The adjacent TR-H, I, and J are beled NBT (None Buildable Tract), this confusing and shall be clar' ·e ith the next submittal. 3. The proposed property I n s abutting the proposed on-site turn-around for the proposed lots 5 a TR-C/TR-J are inadequate for a driveway. Per the 1993 King County ad Standards (KCRS), the minimum driveway length is 10-feet an all the edge of the driveway shall be located at minimum 5-feet fro the side property lines. 4. Portions of pro ed lot 5, TR-H, I, and J appear to contain steep slopes. The plans sha e revised to include a delineation of steep slopes, and shall show adequate setbacks. 5. The propo ed on-site turn-around shall be revised to be consistent with the 1 93 CRS design requirements. 6. s mitted drainage report indicated that the developed surface flows g n ated off the subject development will controlled in RID facilities to be lac ted in the adjacent proposed plat. In order for us to accept this f c ncept and since the subject short application is subject the 2005 King aunty Surface Water Design Manual (KCSWDM) the proposed drainage //7 facilities in the adjacent proposed plat must be evaluated based on the YI 2005 KCSDM design guidelines. Narratives in the submitted drainage report shall clearly indicate that the proposed short plat is subject to full compliance with the 2005 KCSWDM guidelines. , 8. The water and sewer plans shall be removed the submitted plans set since it will not be reviewed or approved by King County DDES. 9. Unless the off-site road improvements are constructed by the adjacent proposed plat development, the proposed short plat development will be required to construct these off-site road improvements. Plans shall show typical road cross sections for the on-site and the off-site road improvements. 10. The drainage report shall be revised accordingly, and three sets of revised plans and reports shall be included with the next engineering submittal. • Number Type Tm ... I L0550040 .. :'.'. • COIMlenl Info lo LWES .L0550040 J" ... J CorMlenl ~ Sorn Sutvey comments to f'larinel .. This sh<dldo a BlA wi!h Adjoinin! ~=+=-:=:-1:::.-."'7":=:.-~~~ Type: I Comment .::J E ntrie• marked tJ, •• are cum,ndy in effect ·-r ,,. .. ,,,,. ..,.,.,,, '"""' "''" ""'°""""--··· .. Ente1ed By: , • =======----======== Use, Id:~===::::;---' Effective: I 10/12/2005 E nte,ed: LI --'--'---' ToolB.t1 Order Thnd 12/31/2020 ~ ~ lnhetilance Options r Activities lnhe1~ LHN licensee KING COUNTY. WA 5;;jiaJNurnbet 6136 Use,s: 150 : Ve,sion: v. U.77 f Wednesday, Oct 12, 2005 09:32 AM \ Bill M'udd ) BSD, FIRE 1lication for Land Use Permits Return comments to Current Planning Section ... ,emative formats available upon request ""'mun, vvasmngton 9805S.1219 206-296--6600 TIY 206"'296-7217 Application Number(s): LQ':)~QO~O AUG O 8 2005 K.C. D.D.E.S. Date Received: Stamp 66 Not WRITE ABOve THIS biVlbeR I (:Ne) request the following pennlt(s) or approval(s): D D D D D i D D D D D D D D Building Permit D Clearing & Grading Permit D Temporary Use Permit D Binding Site Plan D Site Development Penni! D Boundary Line Adjustment D Short Subdivision D Formal Subdivision D Urban Planned Development D Plat Alteration D Plat Vacation D Road Variance D Drainage Variance or Adjustment D Right-of-Way Use Permit D Shoreline Exemption D Critical Areas Alteration Exception D Linear D Non-linear Shoreline Substantial Development Permit Shoreline Conditional Use Permit Shoreline Variance Shoreline Redesignation Zoning Variance Conditional Use Permit Reuse of Public Schools Special Use Permit Zone Reclassification Site Specific Comprehensive Plan Amendment P-Suflix Amendment Special District Overlay Removal Reasonable Use Exception Public Agency & Utility Exception Period Review for Mining Sites ~ Ul'I? ~ e /'" , being duly sworn, slate that I am the owner or nime) officer of the corporatlo 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 (ODES) 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 ODES staff to make one or more site visits. By signing this application form, you are giving pennission for these visits. ff It is rental proper(y, the z;;bc;~!;:ants of possible sltevisl;z)· &;;~ .o9 <:;~.,,, "Av't-. S. malling address corporation or company name ,Re...,.1':,>, WA 91?pSS ~-;z.2~-7~.S: city state zip telephone If applicable, state below, the name, address and telephone number of the authorized applicant for this application as shown on the Certification and Transfer of Apptication Status form filed with this appUcation. Che,r/d".s w. S'pc:vcr~- Name ~83'7 mailing address @4 sz.1,,-8'18'1 Telephone ~#4, u/-"l 9~1/~ city • state zip 2/04/0! Page1 of2 For Formal Subdivisions only: Name of Subdivision Registered Land SUIV8yor Name Address and Zip Telephone Number Engineer Name Address and Zip Developer Name Address and Zip 1 . Telephone Number 6 . • , t:-Y\~, ....,,_,.. ~ c;-vi'J\n{.6 I < _____ __ Leu,d~YPl&yOr."s Certification tah~tsn: eyer Saal ___ _ This short plat is based on a topl)grapbical site survey J)Rp8red by Cramer Norlln,cst, Inc, a copy of which, si&J,cd by Owen Hille, a licensed civil engineer, acccmponies 1his applicalion. The short plat plan itself was prepared by Bili Taylor ofTaylor Engineerin a licens«i engineer, whose seal and signature appears below. I hereby certify that the accompanying plat has been inspected by me and the platting resolution and n s conforms to all rules a~d ation of King County, Wajpngto Signed: {) l,{ Date: __ i...!.....)>..u:..lo:....=.< __ _ The fees for the application will be paid: deposit at submittal and remainder to be paid upon receipt of fee estimate deposit at submittal and remainder through a monthly Installment plan (maximum of9 months) Note: Application forms and submittal requirements are subject to revision without notice. Check out the ODES Web sltv at www.met(qlg; qpvlddes -torLAndlJle-l.gfFORM -.pdl 2/04/05 Pa;e:Zof2 This certificate provides information necessary to evaluate development proposals. Certificate : 3900 SOOS CREEK WATER AND SEWER DISTRICT CERTIFICATE OF WATER AVAILABILITY Type: Short SubDivision : Applicant's Name: R:1t. emt1t :Qe•,•elej!111.ent Ct, ar le s Spc:? e f-t, Proposed Use: 8 Single Family Residences Location: Lot: 12 Block: Parcel: 619900 0241 Development: NORTHWESTERN GARDEN TRA Address: 12212 SE 192ND ST, RENTON Information: See attached proposed layout WATER PURVEYOR INFORMATION 1. 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 short plat will require the installation of approximately 400 If of onsite water main. Final water layout and requirements will be determined based on fmal site development plans. All plans must be approved by and meet the requirements of the King County Fire Marshal 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 [,;,I 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 15 feet from the building/property ( or as marked on the attached map): Rate of Flow: 1,000 gpm Duration: 2 hours b D Water systems is not capable of providing fire flow. 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 true. This certification shall be valid for one year from date of signature. SOOS CREEK WATER & SEWER DISTRICT Agency Name Supervisor, Development Administration Title S008 Creek Water & Sewer District "rptAvailSinglePan:e!AddWater~ 2/6/% Alice R Marshall 6/17120() ._,- v· 0o• ... ... ,.. 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Crou atQ. 0•0,15 oa 120:.0tOO :4Won.lJ2.~ ·· \J~P. lw'2U\l 8H'Pflll'LTEE -~~ ~•,;•T~E,FL", ~ t-ewc:..v1 FL : ~· G.v', l='L .1 H 2 • O" FL; CP!..G J.DAP i :r,:470' _7,r,o' >r4o' -... fo' I ID' Lal.' -z.10'- ll ~'- 110'- 400'- '2.60 '- zA·S"O' I f;.sv.:;\' ZSo I -fy'u.J' Z/?Q' ;z.f5o' 4'1'~• MJ &V. . J•Fl.><IM 401,P(, Z·9A~E~ CPLGS. SAAC\(\.'V ' l,i~ GV &\\VP. .t n,-.,·~: ,-i} .L /M I,tf ew 1-% 4/•s 4:,g4 :,.9e ._,w I c..·!aO e.H rz/& ,JI 8/M PTT 1 IL&:) SY (O.i.TE( BY jDATE REVIS-ED TO DATE .... ---11:ij '1q.i I r I ' ! -~ I t ,!!«!'~-~-~?:·,_ . ,._.());;'&. ~r ··-~ "'~- WATER BASE ~~,,j~ \ '° ~ ' ,, \, 1 MIO TA.,!':. ••jil'T/." i / e• qV ·' &';!~/hi ~~~- MAP SOOS CREEK WATER & SEWER DISTR!C tk Hedges & Roth Engineering, Inc. CONSULTING ENGINEERS • PLANNERS • SURVEYORS KJRKlAND. WASHINGTON (206) 827-8793 (206) 682-7426, 1-BOO-eJS.om .(!AU 1·•:10• aNtlf NO. c_. ~-j ® Short Plat Application KingCOUnty Department of Development and EnYtl'onmentat SarvJces -Land Uae Serv-lcM Dlv.iaion 900 Oakesdale Avenue Sou!hwest Renton, Washing.ton 980SS-1219 2oe-29S-8600 nv 206-295-7211 F~e No. L"=>f>004 0 ..... For alternate formats, call 206-296-6600. ncant ·-·· · 4/1°" /CQ'11)_ / /22/2. :Se_ / I? 9 OS"8' 1/4 1/.4 SEC RGE 1.eP.I DesertpUOn Tax A«i;nmt No. se. SW 15 SN S'E '::./:,,;;1, +'7<>.Jf",qnW9900-02111-7 I certify that the Jntonnalion provided by me is true and c:orract\6 the best of my knowledge. ,.,r --------,UOlONOTWRfTEBELOWTHtSLINE---·-- Oate: ----Technician: Kn>~ Zoning: Min, Lot Area Restrictions: ----- Min. Lot Width Convnunity Planning Area: --------- Ccmprohensmf'lan Oesi\iuallo11: ------- Shoreliles: ---Env: Sensitive Area Map No.: 0 Land~~• D CJ Wetland D D 5eiSml< D Floodplain D Erosioo q Steep Slope Fish Bearing c.;i~Mine Streams, Class: ------------ Known Unmapped Sensitive Areas: ------- C-llralnaio---------- SWM Varlaote ~equested? CIP-------------- Aecep: Proof of Access Required? ns O No 0 Row Use Permit Required?. Slrellt ------------- Road Varianai Requested? --------- CIP ProJect? -------------Critical---.. - Certif'IC81:e of water A\lailab!lity Reqwed? Certificate of Sewer Availability Required? ~---- SEPA Required? ------(SA. 2ndG.P.B.) Pmaf of legal Lot Required? --------- Shor'I Plat Applicallon-FORMl.pl 1c-app-.shplatpdf 02/04/05 FEES S1ale Highway? Yes D Ne 0 ems within 3 mile!? Ct!ll<:alComdot? Yoo 0 B""1EagleNest""""1 Yea 0 Bald Eagle Habitat Area? Yes 0 Forest OisL AG Dist. RELA TEQ FILES: No D No D Ne 0 K.C,,JJ,O,E.S. Proposed Short Plat Map File No: ---------Date: ------Revision Date: ------ 0 North Scale: 1" =' --- I Check out the DDES Web site at www.metmkc.gov/ddes Shott Plat Application-FORML;I *app,,shl)lat.pdf OZ/04/05 ' CIVIL ENGINC:ERING, LA.ND Pl..A.NNING. SURVEYING, nNIRONMENTN SFR\IICES April 19, 2006 COURIER DELIVERY Chad Tibbits King County Department of Development and \o)~©~u%7~@) Environmental Services Land Use Services Division 900 Oaksdale Avenue S.W. Renton, WA 98055-1219 Lru . APR , s 200s RE: Wherman Preliminary Plat King County File No. L04P0027 Our Job No. 11418 K.C o.o.E.S. Dear Chad: We have revised the plans for the above-referenced project in accordance with your comment letter dated February 9, 2006 and the attached Plat Screening Transmittal. Enclosed are the following documents for your review and approval: 1. Twenty-five (25) copies of the revised preliminary plat map set 2. Two (2) color and five (5) black and white copies of the school walkway conditions maps 3. Eight (8) copies of the geotechnical analysis prepared by Earth Consultants, Inc., dated March 23, 2006 The following outline provides each of your comments in italics exactly as written, along with a narrative response describing how each comment was addressed: Drainage: • Please evaluate the offsite upstream flow entering the site across the west boundary. Revise the conceptual drainage to provide provisions for this flow and a future connection for properties to the west. Response: The preliminary grading and storm drainage plan has been updated to include an upstream storm drainage collection and conveyance pipe system with catch basins and stubs to the north property line that correspond with existing swales in the topography. The upstream collection and conveyance system will collect upstream storrnwater and convey it through the site to bypass the storm water facility. The bypass system outfall is located northeast of proposed Lot 30 outside of the wetland buffer. Roads: • Include a conceptual offsite walkway improvement plan for the proposed walkway improvements. 18215 72ND AVENUE SOUTH KENT, WA 98032 (425) 251-6222 (425) 251-8782 FAXL()'/Jr f) , "'\,., BRANCH OFFICES + OLYMPIA, WA + TEMECULA, CA + WALNUT CREEK, CA r e)(f)g ~ www.barghausen.com f Chad Tibbits King County Department of Development and Environmental Services -2-April 19, 2006 • Response: Please see the school walking conditions exhibit enclosed with this submittal, Please provide a detailed (I" = 40' or greater) offsite roadway inventory identifying roadway widths (at regular intervals) including both traveled-ways and shoulders (and including shoulder type and surfacing), and existing constraints: utility poles, driveway culverts and roadside ditches, etc. to widening for the required school walkways. Response: The detailed off-site roadway inventory is enclosed as part of the school walking conditions exhibit. Pavement widening will occur as determined by the field investigation conducted by Kristen Langley of King County Department of Transportation, and Ivana Halvor~on Friday, March 31, 2006. Minor shoulder improvements will be required to provid 5 et of asphalt shoulder in one location on 120th Avenue S.E. and two locations on S.E. 18 Street west of 120th Avenue S.E. S.E. 188th Street east of 120th Avenue S.E. to the project entry and road extension will be improved with 8 feet of paved shoulder. With the required shoulder improvements noted above, the existing ditches may need to be removed and piped, or small retaining walls may need to be constructed within the right-of-way. No off-site easements will be necessary for the shoulder construction activities. The preliminary recommendation for the off-site school walkway is a full-width paved shoulder (or sidewalk) from the subdivision boundary to the intersection of SE 188th/]2(/h Avenue SE (the common point for walkways to the high school bus stop and the walkway to Benson Hills Elementary, and the bus stop for middle school students), and a combination of full-width paved shoulders or separated paved walkway (minimum width: 5 feet) from that intersection to (a) the SE 188'h Street/116'h Avenue SE intersection (Benson Hill Elementary students) and (b) the Lindberg High bus stop at SE 184'h/]2(/h Avenue SE. Additional pavement should be provided at the SE J 88'h/]2(/h Avenue SE intersection to provide a waiting area for students to assemble while waiting for the bus and/or crossing the street. Response: The applicant agrees to provide a full width (8-feet-wide) paved shoulder from the site entry to 120th Avenue S.E. along S.E. 188th Street. Other localized improvements will be provided as noted above and as depicted on the enclosed school walking conditions exhibit. Critical Areas: • Rockeries on the site plan appear to be too high and too close to the setbacks and should be revised accordingly. Response: The rockeries have been redesigned to be less than 4 feet when crossing a property line. Rockeries in excess of 4-feet-high will comply with required setbacks. Chad Tibbits King County Department of Development and Environmental Services -3-April 19, 2006 • It would appear there is not an appropriate setback from the slope in several instances where the slope was created with fill, please explain and revise as necessary. Response: We have revised the slopes to make them less than 40 percent so that steep slope setbacks are not required for future development. • What is the purpose of the retaining wall along the drainage facility? How is the retaining wall being integrated into the drainage facility? Response: The retaining wall within the drainage facility allows for transition of grades from the back of the lots to the pond facility and water surface. Please see the enclosed revised Preliminary Grading and Storm Drainage Plan and Profile and Cross-Sections Plan enclosed with the plan set. • It would appear that a 2: I slope occurs in dense sandy soils where standing water occurring could result in deteriorating of the slope and/or the wall. Please review this situation and provide a narrative. Response: Please see the enclosed "response to correction notice" prepared by Earth Consultants, Inc., dated March 23, 2006, relating to the proposed pond design. Minor modifications have been made to the pond in Tract B to ensure compatibility with the geotechnical recommendations for the project. We believe that the above responses, together with the enclosed revised plans, address all of the comments in your letter dated February 9, 2005 and the attached Plat Screening Transmittal. Please review and approve the enclosed at your earliest convenience. If you have questions or need additional information, please do not hesitate to contact me at this office. Thank you. IH/dm/tep 11418c.021.doc enc: As Noted Respectfully, ~tt.iwt_ 1~ Ivana Halvorsen Senior Planner cc: Chris Austin, Trinity Land Development ( w/enc) Daniel K. Balmelli, Barghausen Consulting Engineers, Inc. Ali Sadr, Barghausen Consulting Engineers, Inc. ® King County Department of Development and Environmental Services 900 Oakesdale Avenue SW Renton, WA 98055-1219 January 27, 2005 Clark McGowan Trinity Land Development LLC 31 O 29 1" Street Northeast Puyallup, WA 98372 RE: Notice of Complete Application for Application Time Periods Application No. L04P0027 -Wehrman Date Filed: December 14, 2004 Dear Mr, McGowan: The purpose of this letter is to notify you that on January 11, 2005, the Land Use Services Division determined that the above-referenced application is complete under current requirements for a complete application, This initial determination is intended only for the purpose of applying the time periods for permit processing specified in King County Code. Supplemental information may be requested by the Division, as necessary, for the continued review of your application. Our goal is to process your application within 150 days. However, the complexity and level of analysis required to review your project and available staff resources will affect the actual review time. The timeline can also be impacted by one or more of the following • any request made by the Division for additional information • changes or revisions requested by the applicant • mutually-agreed-upon requests to stop the time clock • preparation of an Environmental Impact Statement • failure to post the property • resolution of land use decisions appeals If you have any questions about your application or the posting requirements. please call me at (206) 296-7167. Sincerely, ~,~:;:""' Current Planning Section cc: Barghausen Consulting Engineers, 18215 72°d Ave S, Kent WA 98032 Lisa Dinsmore, Supervisor, Current Planning Section Bruce Whittaker, Sr. Engineer, Engineering Review Section, LUSD Application File -5,1,,,,/(,1,/;~ £v~7 ~ Sh ~~eC-.; ~4',71 ,c,_ tf.,._i'V,(_ 41H c,fl,_,v //i',Ar f-> r"U#'l br 'lfZe.. fJ_.._,_...,.._ /c{f p r"-f1.r<Jv.e-~ W*'"/'/J a-Yo_,) ~;,, /h-s< C D-o..:V'A:i -c..--. ~~ ~6-~~.~ * u, -$b -2.6 <A-!~ ~'5: C w,J.c.., C!).'::>.J,+:}- Co"'-S c.v v ..J~ co ...._ Fto..._) (}....{v.. l t?///,e,-rl U/~ .,t, V6~ ,,f..,_/--/£_/ ,('!, ilCC-t!'GS ./• J11.ee~ .,{, e,-t!! ,.• ... J;o"/./i l;_,/.--e. ,~:le. Mp-'-< at:.CLS$ w-·~ 4/'/Jr:d.-- tp··II Ot.-6--,/.-r/' /,"-e ~!u/--/ c?Ln) ,'C;.-. 4¥~J /Y /r~ 1Z/ tS ;,,_../ /u f'''J'~ ~ ii I / I ( / J °?'7J ,!.-. /,~·-"'!' --1' Q,{/tJte-~,,,k~ Z:,V\,~~ ?-u, ,'$0 ""5C) -d?C) <3.'6 ... 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H' .s,(.'/7 6-o/es '*" /""'$~· 4~,1 .4,L..,) al '7e>fijJ_,~c/ /la,/~/' ji1'/?t:'tX>;) ~ -6 t . u,J., vJ,/~-o,,.. · -lo $4t'! :/'//f':5~.re cJ"1 {JJl.'/;e-/ Ulla$ a)ld ,,,p,1;,,,_,~· ~ e,,,.,e.¥€.- 12,u/ w~ ,u,'/1 /Jell v'~"J vi~"' "',fllh'e~o; ® King County Department of Development and Environmental Services Land Use Services Division Drop-Off Cover Sheet for LUSD 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 -************************** IMPORTANT *H************-********** Date Received by LUSD PROJECT NUMBER AND NAME IS NECESSARY FOR ALL DROP-OFFS /' Project No.:O~h0f #:-Aac ?MI~ 0 '9-ProjectName: <J;:y.ger ,P/~f- [gi ~ ~ IE li \:/ it ID) MAY 1 8 2005 L/ 'lFROM CA9..ce: S12qe~ I • Compa/iy Name / Contact Person 9. Telephone No: ZOp-524,-'[f(/6""/ K.C. D.D.E.S. 9--TO c had U:"6/J /h ADDITIONAL INFORMATION REQUESTED BY KING COUNTY STAFF (please print) Short Plat / Plats Lot Line Adjustment ermit Please specify item( s) dropped-off: Right of Way Permit Please specify item(s) dropped-off: Clearing/ Grading Permit -Additional information requested. Please specify item(s) dropped-off: Other: -------------------·------------------ PLEASE NOTE: All drop-off item(s) will be logged into the computer under the project number, therefore. it is important that the top portion of this form is completed properly before you drop-off anything. Assistance in finding a project number can be provided by speaking to a 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-LUSO Only lg-cvs-dropoff.pdf 11-03-2004 Page 1 of 1 May 18, 2005 Mr. Chad Tibbits DOES 900 Oakesdale Ave. SW Renton, WA 98055 Charles Spaeth 6839 Ravenna Ave. NE, Seattle, WA 98115 206-526-8481 I (fax) 206-526-5939 ~ CSha~-,Cer'<::drj) <Pa.rt'; ht:( Pre --17> ~~~ ~r ~ 2:0(.) P/VI , sja '/as' Re: Short Plat Pre-Application Meeting Request of 4/22/05 Activity Number AOSPM146 Dear Mr. Tibbits, I am the applicant of the above-referenced project. On April 22, 2005 I applied for a pre- application meeting for a proposed short plat. Six copies of a single-sheet short plat map of the project ("Cogger Plat") were submitted at that time. I have not yet received a date from the County for the pre-application meeting. On the Land Use Pre-application Meeting Request Form (attached) you will see that I indicated the plat information should be routed to the six departments handling: Land Use Permit Issues; Site Issues: Zoning, Setbacks/Density, etc; Site Issues: Traffic/ Road Access, etc.; Site Issues: Drainage/ Site Development, etc.; Geotechnical Issues; and Fire Issues. I now wish to distribute more complete engineering information to those County personnel who will be attending the pre- application meeting. Attached you will find six sets (seven pages each) of plans prepared by Taylor Engineering Inc. (TEC). Also attached are two sets of the Preliminary Technical Information Report (prepared by TEC) for distribution to those reviewing Drainage and Geotechnical Issues. I ask that this supplemental information be distributed as soon as possible so that the reviewers may be as informed as possible about this project prior to the pre-application meeting. The Cogger short plat coordinates closely with the "Fleuve des Voiles" ("Fleuve") project (Preliminary Plat Application # L04P0002) being coordinated by Kim Claussen. (It was Ms. Claussen and Bruce Whittaker, in a March I meeting, who suggested that I plat the Cogger property through the short plat process.) Within a week or so Kim will be receiving additional Fleuve information she requested some time ago. This will include a new plat layout and water, sewer, roadway and drainage plans (including all detention and infiltration calculations) incorporating the Cogger plat. It will also include a revised Level I traffic report that will incorporate traffic generated by the Cogger plat. I have requested a revised water and sewer availability letter from Soos Creek Water and Sewer District covering both the Fleuve and Cogger plats. This should be ready the first week of June. You will also note on page 0.3 of the TEC plans (and on the small plat plan, attached) that the Cogger plat contemplates a lot line adjustment incorporating a narrow strip of the Fleuve plat into the Cogger plat (shaded area comprising portions of Lots 6, 7 and 8). Hopefully this information will aid you and the others reviewing this application. I can be reached at the number at the top of this letter if you have questions. I look forward to receiving a pre-application meeting date soon. Sincerely, ~~scp~7L Charles Spaeth cc. Bill Taylor, Taylor Engineering Consultants 25 4,2$i.• 22 4.7,U 31 32 4.!02 4,t'H I ;5 :t.r..ld 11 4.0i4 L. 2 Q} '-"' 4 "'' l I I I 5 '"" -----S_E. 192ND ST 35 4,/6, I 37 38 39 ,'.216 5.146 "" 1\ I; I 36 .J.l'J(i 998 ' 'I 34 I 1 4.165 J.S!9 j 997-REC ,..,. i . .----- -- 999 M>PA \ ·. !,If . ·. j\ \A1CJ ! \ I," \': ':,i I t I I I ' __ j ,\,\ I I ~ ) \'- ---------------~-- N EB 0 I 50 , 100 ' SCALE: 1" -100 fl ® King County Department of Development and Environmental Services Land Use Services Division Land Use Pre-application Meeting Request Form 900 Oakesdale Avenue Southwest Renton, Washington 98055-1219 206-296-6600 TIY 206-296-7217 i;:or alternate formats, call 206-296-6600. To be completed by DOES Staff Pre-application No. Date_]~.: 71!}~ [DJ (Stamp) K.C. D.D.E.S. Please Drint: Applicant Name: CAa,/-=s;; W'. S',c:,qe~ Date: 3 / ::Z. I/ OS° Address: b85 9 R~ve;,n,;, A-ve. /vt=. Phone: z.ci"-~26 -f.?¥d'/ Sece, f-~Le__ . w4 '7ci'//S--Fax: zo~ -s-2-4,. --s--,s5 . Project Description: £.. -Lo-!-c5Aort-n/q'?'- { Permit(s) being requested: :SAorf-P/ar -#~ b h? .,, ho r V O .,,o _.,,:7/-z:! fk. ~ Project Address/Location: Parcel No(s): 1 , /7-2./ z SE l9~Pld ~r 6 l'?<JCJ6 -o 2.'o/' I Rev,1'on. w4- Please indicate if pre-application is: D Land Use Feasibility .13.lv1andatory D Consolidated Check the box(es) regarding issues you wish to discuss: I Land Use Permit Issues: Subdivision/ CUP/ Variances / Reasonable Use/ PAUE Site Issues: Zoning/ Setbacks/ Density / Subdivision Design / Landscaping Site Issues: Traffic/ Road Access/ Road Improvement/ Road Variances/ Parking Layout ~ Site Issues: Drainage I Site Development/ SWDM Variances & Adjustments 0 Shoreline Issues: Substantial Development Permit/ Permitted Uses/ Shoreline Setbacks D SEPA Issues: SEPA Checklist/ Off-Site Improvements/ Mitigation D Wetland/Stream Issues: Buffers/ Building Setbacks/ Flood Plains/ Mitigation aGeotechnical Issues: Steep Slope I 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 I Access/ Sprinklers/ Alarms/ Hazardous Materials D Health Issues: Sewer/ Septic/ Water I Groundwater/Noise Impacts D 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 04/27/04 Page 3 of 4 I Please indicate the numbers and types of representatives that will be at the pre-application meeting from your design team: Will ; Will Not Attend 0Appiicant 0Architect 0Civil Engineer 0Developer Will Attend D D D D Total Number Attending: Will Not Will Attend Attend 0Geotechnicai Consultant D 0Landscape Architect D 0Legal Consultant D 0Property Owner Will Not Attend D Structural Engineer D Wetlands Consultant D Others: l 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 responsiblllty for all fees associated with this request. ~Ldr~K~ Applicant's signature Note: An advance deposit of $392.44 is required to schedule a pre-application meeting. AH 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 DDES Web site at www.metrokc.gov/ddes Land Use Pre-Application Meetings Information & Request Form lc-infreq~preap.pdf 04127104 Page 4 of4 May 31, 2005 May 2005 June 2005 5 M TW T F 5 5 M TW T F 5 -------- Tuesday 1 2 3 4 5 6 7 1 2 3 4 8 910111213 14 5 6 7 8 910 11 15 16 17 18 19 20 21 12131415161718 22 23 24 25 26 27 28 !92021222324 25 293031 26 27 2829 30 Tasl<Pad -------------r--D ~ Tasl<Pad 7am -- -- 800 -- '---goo I ---- ----- 10:1 ----------- 11 00 I --~ LUNCH ---- 12pm -- 1 00 g, A05PM146 Mandatory Preapplication Meeting (RR, DDES Cl) -- Notes 200 -- -5/t~lo~ a 1/J lo ('~,, /, ,., 5d1)i,,ltrJ /)416: 3 00 ' -7appl,c-.-vd· ~~bwi,..tf. ~J -1 ~.JJ, 4.o .,.J IY1 l t, ------I -------------------------------4 00 r r~,c.M) i:i .... ~/1ti/6~ I -I 500 0------------------- I I '-6001, I I -Ir- 11 i ' ' I -----·----------------------------------------- libbits, Olad 1 05/18/2005 2:16 PM May 18, 2005 Mr. Chad Tibbits DDES 900 Oakesdale Ave. SW Renton, WA 98055 Charles Spaeth 6839 Ravenna Ave. NE, Seattle, WA 98115 206-526-8,2.1 / (fax) 206-526-5939 ~ Cs~~ -,C, r <or/' @ a. z.'-7!-. h .er P--"' -A,.P n,ee ht S-11-~ fo,,- 7...: 00 ,P/VI ,, ,:S"" ~ ~ Re: Short Plat Pre-Application Meeting Request of 4/22/05 Activity Number A05PM146 Dear Mr. Tibbits, I am the applicant of the above-referenced project. On April 22, 2005 I applied for a pre- application meeting for a proposed short plat. Six copies of a single-sheet short plat map of the project ("Cogger Plat") were submitted at that time. I have not yet received a date from the County for the pre-application meeting. On the Land Use Pre-application Meeting Request Form (attached) you will see that I indicated the plat information should be routed to the six departments handling: Land Use Permit Issues; Site Issues: Zoning, Setbacks/Density, etc; Site Issues: Traffic/ Road Access, etc.; Site Issues: Drainage/ Site Development, etc.; Geotechnical Issues; and Fire Issues. I now wish to distribute more complete engineering information to those County personnel who will be attending the pre- application meeting. Attached you will find six sets (seven pages each) of plans prepared by Taylor Engineering Inc. (TEC). Also attached are two sets of the Preliminary Technical Information Report (prepared by TEC) for distribution to those reviewing Drainage and Geotechnical Issues. I ask that this supplemental information be distributed as soon as possible so that the reviewers may be as informed as possible about this project prior to the pre-application meeting. The Cogger short plat coordinates closely with the "Fleuve des Voiles" ("Fleuve") project (Preliminary Plat Application # L04P0002) being coordinated by Kim Claussen. (It was Ms. Claussen and Bruce Whittaker, in a March 1 meeting, who suggested that I plat the Cogger property through the short plat process.) Within a week or so Kim will be receiving additional Fleuve information she requested some time ago. This will include a new plat layout and water, sewer, roadway and drainage plans (including all detention and infiltration calculations) incorporating the Cogger plat. It will also include a revised Level I traffic report that will incorporate traffic generated by the Cogger plat. I have requested a revised water and sewer availability letter from Soos Creek Water and Sewer District covering both the Fleuve and Cogger plats. This should be ready the first week of June. You will also note on page 0.3 of the TEC plans (and on the small plat plan, attached) that the Cogger plat contemplates a lot line adjustment incorporating a narrow strip of the Fleuve plat into the Cogger plat ( shaded area comprising portions of Lots 6, 7 and 8). Hopefully this information will aid you and the others reviewing this application. I can be reached at the number at the top of this letter if you have questions. I look forward to receiving a pre-application meeting date soon. Sincerely, ~~q=17~ Charles Spaetli cc. Bill Taylor, Taylor Engineering Consultants / l)•I I wt,Tl.~/1/J ·· D;_j!J98 SQ FH 10 r-29 ,i°jai lr,2 7:aJ '[',1 28 ""' 26 '-"" 24 '-'" 23 4.413 22 4.7~ \.. 2 oJ ., .. 4 ~ .. us ------------S.E. 192ND ST -- 37 •',218 )8 5.746 --- -- ----------- N 0 I 50 I \ .. . ;.I~ :l I i ~ ,; .. 100 : EB SCALE: 1 • = 100 ft. SI ® KingCOUnty 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 TIY 206-296-7217 f.=or alternate formats, call 206-296-6600. To be completed by DOES Staff Pre-application No. 0.M ReM;i ~A~~ 1 :5~ ~ (Stamp) K.C. D.D.E.S. Please rint: Applicant Name: CA&..r/es; Address: I,;, 8 3 Project Description: Permit(s) being requested: :::Sl-,e::;r-/-P/ar - Project Address/Location: Please indicate if pre-application is: Parcel No(s): 0 Land Use Feasibility ~andatory 0 Consolidated Check the box(es) regarding issues you wish to discuss: J! Land Use Permit Issues: Subdivision /CUP/ Variances/ Reasonable Use/ PAUE ·~ Site Issues: Zoning I Setbacks / Density / Subdivision Design / Landscaping gI Site Issues: Traffic/ Road Access/ Road Improvement/ Road Variances/ Parking Layout J:81 Site Issues: Drainage / Site Development I SWDM Variances & Adjustments 0 Shoreline Issues: Substantial Development Permit / Permitted Uses / Shoreline Setbacks 0 SEPA Issues: SEPA Checklist/ Off-Site Improvements/ Mitigation 0 Wetland/Stream Issues: Buffers/ Building Setbacks / Flood Plains/ Mitigation a Geotechnical Issues: Steep Slope/ Landslide /Seismic/ Coal Mine/ Erosion Clearing/Grading Issues: Site Development I Clearing Restrictions / Site Restoration Building Issues: Building/ Mechanical: HVAC/Energy/ Barrier-Free Standards Fire Issues: UFC / Fireflow I Access/ Sprinklers/ Alarms I Hazardous Materials 0 Health Issues: Sewer/ Septic I Water I Groundwater/Noise Impacts 0 Other (Specify): ------------------------------ Check out the DOES Web site at www.metrokc.gov/ddes Land Use Pre-Application Meetings lnfonnation & 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: Will Attend ~ Will Not Attend 0Applicant 0Architect 0Civil Engineer 0Developer Will Attend D D D D Will Not Will Attend Attend 0Geotechnicai Consultant D 0Landscape Architect D 0Legal Consultant D 0Property Owner Total Number Attending: :;;.,_ ----"'-"---------- 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 ODES will assess hourly review fees for each ODES 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. Note: An advance deposit of $392.44 is required to schedule a pre-application meeting. AH checks must be payable to King County Office of Finance. If you have any questions about your pre-application meeting, please contact ODES at 206-296-6600. Check out the DDES Web site at www.metrokc.gov/ddes Land Use Pre-Application Meetings Information & Request Form lc-infreq-preap.pdf 04/27/04 Page 4 of 4 Taylor ~fl Engineering .·=-__ !':'!. .::"0 ~ •. '--~"~~--~-~. f=I... Consultants PRELIMINARY TECHNICAL INFORMATION REPORT TEC Project No. 294-JMA for Fleuve des Voiles and Cogger Plats King County Tax Parcel Nos. 619900-0220, -0240, 0241, & -0260 Subdivision File # A03P0286 LSUD File # L04P0002 Site Address: 12216 SE 192"ct Street Renton, Washington Prepared by: Lorna M. Taylor. P.E. Date: September 15, 2004 Revised: May 13, 2005 205 Front St. S • P 0. Box 1787 • Issaquah, WA 98027-0073 • lei. (425) 391-1415 • fax (425) 391-1551 • www.leccivil.com ' Preliminary Technical Information Report · Fleuve des Voiles & Cogger Plats Section 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. Appendices Appendix A: Appendix B: Appendix 8-1: Appendix C: Appendix D: Appendix E: TABLE OF CONTENTS Description Project Overview ........................................ . Conditions and Requirements Summary .......... . Off-Site Analysis ......................................... . Flow Control and Water Quality Facility Analysis and Design ................................................... . Conveyance System Analysis and Design ....... . Special Reports and Studies ......................... . Other Permits ............................................. . ESC Analysis and Design ............................. . Bond Quantities, Facility Summaries, and Declaration of Covenant. .............................. . Operations and Maintenance Manual. ............. . Figures Page Number 1 1 2 3 5 5 5 5 5 5 1. Technical Information Report (TIR) Worksheet 2. Site Location 3. Drainage Basins, Subbasins, & Site Characteristics 4. SGS Soils Map Off-site Analysis Drainage System Table and Map Drainage Complaint Analysis (previously submitted) Analysis and Design Maintenance Requirements for Privately Maintained Drainage Facilities -not included in this preliminary report Bond Quantities Worksheet -not included in this preliminary report Retention/Detention Facility Summary Sheet and Sketch Declaration of Covenant -not included in this preliminary report TEC Preliminary Technical Information Report · Fleuve des Voiles & Cogger Plats SECTION 1 PROJECT OVERVIEW This Technical Information Report is submitted to the King County ODES in accordance with the King County Surface Water Design Manual (KCSWDM). A Level 1 Technical Design and Information Report for Preliminary Plat Review, dated January 26, 2004, was previously submitted for the Fleuve des Voiles site; and portions of that previous report are referenced herein; however, the proposed plat has been significantly changed and this TIR addresses the currently proposed plat layout. The Fleuve des Voiles plat was submitted as the "Soos Creek Plat" on September 15, 2004. That plat layout has been modified and the drainage facilities resized to accommodate the revised layout and the additional adjacent Cogger Plat. This TIR addresses the development of both plat areas. The 6.74-acre Fleuve des Voiles project site and 0.93-acre Cogger project site comprise 4 existing lots and are located at 12216 SE 192°d Street in Renton, Washington. The Fleuve des Voiles project proposes to subdivide three lots into approximately 39 residential lots, and the Cogger project proposes to subdivide the fourth lot into 8 lots, providing the required infrastructure, including access roads, water and sanitary sewer service, storm runoff collection, conveyance, detention and treatment, and erosion control for each plat during construction. Appendix A contains a Technical Information Report (TIR) worksheet for the projects (Figure 1), as well as a Site Location Map (Figure 2), Drainage Basins, Subbasins, and Site Characteristics figures (Figure 3a -3e), and a Soils map (Figure 4). More detailed site information is included in Appendix C with the existing and developed site runoff model data. SECTION 2 CONDITIONS AND REQUIREMENTS SUMMARY The following summary describes how this new project will meet the eight "Core Requirements" and the "Special Requirements" that apply: Core Requirements 1. Discharge at the Natural Location: The sites currently slope, steeply in places, to the east and the Soos Creek wetlands. The southernmost portions of the Cogger Plat property drain east along the north edge of SE 192°d Street in an ill-defined swale. There are no well-defined drainage paths on the site, and runoff occurs in a dispersed manner. The project proposes to detain and infiltrate or disperse all runoff from the developed portions of the property and to bypass and disperse off-site flows, which should adequately mimic existing conditions. 2. Off-Site Analysis: A Level 1 offsite analysis was conducted for these preliminary plats as described in Section 3. 3. Flow Control: Runoff from the sites will be controlled to meet the requirements of the KCSWDM. From the majority of the site in an infiltration/detention pond, and from the 124'h Avenue SE roadway in a combination detention and treatment vault. Discharges from both facilities will be to dispersion trenches. Appendix C contains the KCRTS input and output. 4. Conveyance System: The conveyance system will be sized to convey the 25-year storm without flooding and the performance during the predicted 1 DO-year storm will be evaluated to ensure that significant flooding will not occur. (not included in this preliminary report) TEC , Preliminary Technical Information Report Fleuve r:les Voiles & Cogger Plats 5. Erosion and Sedimentation Control: Runoff from the grading and trenching construction areas will be contained by a temporary construction entrance, silt fencing and sediment traps/ponds in accordance with the KCSWDM during construction. The ESC facilities will only be removed once all exposed site surfaces have been stabilized. Other temporary erosion and sedimentation control measures will be installed as needed. (not included in this preliminary report) 6. Maintenance and Operations: The treatment pond, combination detention and treatment vault, and detention/infiltration pond should be maintained as described in Appendix D, which includes the KCSWM Maintenance Requirements for Privately Maintained Drainage Facilities. (not included in this preliminary report) 7. Financial Guarantees and Liability: The bond quantities worksheet is included in Appendix E. (not included in this preliminary report) 8. Water Quality: Treatment of runoff from the 1241• Avenue SE roadway will be provided in a permanently wet volume in a combination detention/treatment vault and the runoff from the remainder of the site will treated in a dedicated wet treatment pond, both of which were sized according to the KCSWDM for Basic Water Quality Treatment. Appendix C contains the calculations used to size the treatment facilities. Special Requirements 1. Other Adopted Area-Specific Requirements: The site contains both Level 1 and Level 2 Flow Control areas per the KCSWDM, however the areas designated Level 2 are those located within the steep slope designations. Since the project proposes to bypass offsite flow and pipe onsite runoff to the base of the hill and the Level 1 area, Level 1 Flow Control is proposed. The detention and infiltration facilities are both located at the base of the hill and will discharge via dispersion to a Level 1 Flow Control area. Appendix A contains King County mapping to support this. 2. F/oodplain/Floodway Delineation: Not Applicable. 3. Flood Protection Facilities: Not Applicable. 4. Source Controls: Not Applicable. 5. Oil Control: Not Applicable. SECTION 3 OFF-SITE ANALYSIS A formal off-site analysis was not conducted for this project because the project proposes to entirely infiltrate stormwater runoff on-site. However, the emergency overflow path downstream was documented and the County's Drainage Complaints File was again solicited to make sure no additional pertinent drainage complaints have been lodged since the original Drainage Complaint Analysis, dated March 20, 2004, which was produced for the project by Jacques Consulting. Task 1. Study Area Definition and Maps The figures in Appendix B show the extent of the study area and the local topography. The Site Plan drawing shows more detailed topographic information on the project site. Task 2. Resource Review Agency mapping was reviewed and TEC contacted King County regarding documented drainage complaints in the vicinity The SCS soils map identifies site soils in the proposed development area as Alderwood Gravelly Sandy Loam, 0 -6% slopes and 15 -30% slopes. 2 TEC , Preliminary Technical Information Report Fleuve des Voiles & Cogger Plats Task 3. Field Inspection In accordance with the KCSWDM, the existing site and off-site drainage systems were inspected on June 15, 2004. Task 4. Drainage System Descriptions and Problem Descriptions There is only one report of a drainage problem in the immediate vicinity of the project. This complaint involved a plugged driveway culvert across 1241h Avenue SE at SE 192"d, and the problem has been corrected according to the previously submitted Drainage Complaint Analysis by Jacques Consulting, dated March 20, 2004 (see Appendix B-1). The fact that the project proposes to retain all site runoff means that the project won't exacerbate any existing problems downstream. The County's drainage complaints file was solicited again more recently, and the results of this search are included in Appendix B. No additional pertinent drainage complaints have been logged in the interim. If the proposed drainage system were to fail, and the detention/infiltration facilities were to flood, the emergency overflow path for runoff would be into the adjacent Soos Creek wetlands. These wetlands feed Soos Creek, which flows south on the King County-owned property to the east of the project property. Task 5. Mitigation of Existing or Potential Problems To mitigate any water quantity impacts from the project, detention and infiltration of runoff is proposed meeting Level 1 flow control requirements in accordance with the King County Surface Water Design Manual (KCSWDM). Water quality impacts will be addressed in two Basic Water Quality treatment facilities; a dedicated treatment pond and a combination detention and treatment vault. The pond will treat runoff from the site, and the vault will treat runoff from 124'h Avenue SE. SECTION 4 , FLOW CONTROL AND WATER QUALITY FACILITY ANALYSIS AND DESIGN The following subsections describe the measurements and criteria used to size the infiltration and treatment facilities. Existing Site Hydrology (Part A) The drainage on the existing site was analyzed for this project with KCRTS. Figures provided in the KCSWDM and KCRTS manual were used to determine project location and scale factor parameters. The figures in Appendix C show the delineation of the areas generating runoff on the site. The site soils are classified Alderwood Gravelly Sandy Loam, either O -6% or 15 - 30% slopes. Appendix C also contains the data and output from the hydrologic analysis. The following table lists the existing site conditions identified for this project and used in the KCRTS modeling included. Area (ac) Description (Site) (1241 " Ave SE) Forest 5.77 0.09 Impervious 0.38 0.16 Grass 1.08 0.09 Total Area 7.33 0.34 3 TEC , Preliminary Technical Information Report Fleuve des Voiles & Cogger Plats Developed Site Hydrology (Part B) The proposed drainage systems will route "site" runoff to a Level 1 detention/infiltration pond, and 124'" Avenue SE runoff to a Level 1 combination detention and treatment vault, both of which will route outflow to a dispersion trenches draining to the adjacent Soos Creek wetlands. The developed site conditions identified for this project and used in the KCRTS modeling included: Area (ac) Description (Site) 1124th Ave SE) Forest 0.00 0.00 Impervious 4.91 0.33 Grass 2.42 0.01 Total Area 7.33 0.34 Performance Standards (Part C) The site contains both Level 1 and Level 2 Flow Control areas per the KCSWDM, however the areas designated Level 2 are those located within the steep slope designations. Since the project proposes to bypass offsite flow and pipe onsite runoff to the base of the hill and the Level 1 area, Level 1 Flow Control is proposed. The infiltration facilities are both located at the base of the hill and will discharge (via subsurface flow) to a Level 1 Flow Control area. Conveyance features will need to be sized to convey the 25-year developed runoff and their performance during the 100-year event should be checked to be sure that significant flooding would not occur as a result. Flow Control System (Part D) The detention/infiltration pond and detention portion of the tank were sized using the KCRTS routine. The following table summarizes the sizing requirements for the infiltration pond and tank. Detention Facilities Site Pond 124th Ave. SE Vault Required storage volume 28,892 cf 1,011 cf Effective storage depth 4 ft 2 ft Top area @ 1' freeboard 9,637 sf 505 ft Bottom area 5,738 sf 505 ft Vertical oermeabilitv 60 min/in 0 min/in Descriptions of the procedures used and calculations and computer output are included in Appendix C. Water Quality (Part E) Runoff from the entire site and 1241 h Avenue SE will be treated in two separate wet treatment facilities sized for Basic Water Quality Control, prior to infiltration or dispersion. The following table summarizes the sizing requirements for the infiltration pond and tank. Treatment Facility Site Pond 124'h Ave. SE Vault Required wetpool volume (Vb) 25,731 cf 1,538 cf Wetpool depth 8 ft 4 ft Too area 5,450 sf 385 sf 4 TEC , Preliminary Technical Information Report Fleuve des Voiles & Cogger Plats SECTION 5 CONVEYANCE SYSTEM ANALYSIS AND DESIGN Not included in this preliminary report. SECTION 6 SPECIAL REPORTS AND STUDIES Several studies and reports were conducted and produced for this project and are available under separate cover as listed below. 1. Wetland Evaluation and Delineation Report prepared by H & S Consulting, dated May 13, 2004, 2. Traffic Impact Analysis prepared by William Popp Associates, "Draft" dated May 27, 2004. 3. Geotech Report prepared by GeoTrends, Inc., dated March 20, 2004, SECTION 7 OTHER PERMITS No other permits beyond those required by King County are anticipated to be required for this project. SECTION 8 ESC ANALYSIS AND DESIGN Not included in this preliminary report. SECTION 9 BOND QUANTITIES, FACILITY SUMMARIES, AND DECLARATION OF COVENANT Bond Quantities: Not included in this preliminary report. Facility Summaries: The County's Facilities Summary Sheet is included in Appendix E, Declaration of Covenant: Not included in this preliminary report. SECTION 10 OPERATIONS AND MAINTENANCE MANUAL Not included in this preliminary report. 5 TEC -:} ·~. APPENDIX A FIGURES ;~ff{'" . ...., ._, i, .. 1. Technical Information Report (TIR) Worksheet 2. Site Location Map 3. Drainage Basins, Subbasins, & Site Characteristics 4. SCS Soils Map ,,. -... ·': King County Department of Development and Environmental Services TECHNICAL INFORMATION REPORT (TIR) WORKSHEET Part 1 PROJECT OWNER AND PROJECT ENGINEER ' Phone -Z00 • <:U ~ft/fl Project Engineer I or/Jt2._ Company_-L!~-+-...!.L""=-=-------,~- Address/Phone Part 3 TYPE OF PE APPLICATION ,Kl Subdivison D Short Subdivision C Grading D Commercial D Other Location Township Z3 ;J Range [F Section ----'3]...._.L-__ _ 7 ·'•t:i/'"'"" Part 4 OTHERREVIEvY§:\N';lR D DFWHPA 0 COE 404 0 DOE Dam Safety D FEMA Floodplain 0 COE Wetlands D Shoreline Management D Rockery D Structural Vaults D Other Part 5 SITE COMMUNITY AND DRAINAGE BASIN Community Drainage Basin Part 6 SITE CHARACTERISTICS [l River 0 Stream----------- 1-1 Critical Stream Reach C Depressions/Swales ,_J Lake----------- -5(' Steep Slopes __ 'f'--()'--"_I,., ____ _ [l LJ 'I C D D Floodplain Wetlands Seeps/Springs High Groundwater Table Groundwater Recharge Other Figure 1 TIR Worksheet (3 pages) Part 7 SOILS Soil Type Slopes t/48 0-6"'~ REFERENCE ~ Ch. 4 -Downstream Analysis D D D D D D Additional Sheets Attached Part 9 ESC REQUIREMENTS MINIMUM ESC REQUIREMENTS DURING CONSTRUCTION ~ Sedimentation Facilities fr Stabilized Construction Entrance E'.f Perimeter Runoff Control l;J Clearing and Graing Restrictions ef Cover Practices El Construction Sequence [J Other Erosion Potential Erosive Velcoties LIMITATION/SITE CONSTRAINT MINIMUM ESC REQUIREMENTS AFTER CONSTRUCTION 3---Stabilize Exposed Surface I'.:(" Remove and Restore Temporary ESC Facilities ITc1ean and Remove All Silt and Debris W Ensure Operation of Permanent Facilities ~Flag Limits of SAO and open space preservation areas D Other Part 10 SURFACE WATER SYSTEM D Grass Lined D Tank Channel Er'vault i:;;rPipe System D Energy Dissapator ,, L_: Open Channel D Wetland WDry Pond D Stream ~Wet Pond Facility Related Site Limitations Reference Facility '. . .. ,-. Part 11 STRUCTURALANALYSIS 0 Cast in Place Vault c:::l-"'Retaining Wall 0 Rockery> 4' High Gr"structural on Steep Slope D Other Limitation B'lnfiltration Method of Analysis D f t;/?f\ leve I L Depression CJ Flow Dispersal Compensation/Mitigati on of Eliminated Site D Waiver Storage D Regional Detention 1 Part 12 ,' EI\SEM ENTS/TRAG;f,~?'i~\ffi~7f'.is!J'1¥~:, :f; C Drainage Easement 0 Access Easement Er' Native Growth Protection Easement D Tract D other Part 13 SIGNATURE OF PROFESSIONAL ENGINEER I or a civil engineer under my supervision my supervision have visited the site, Actual site conditions as observed were incorporated into this worksheet and the attachments. To the best of my knowledge the information provided here is accurate, Signed/Date ~ Send To Printer Back to Map I 12216 Se 192nd St ' Renton WA ' 98058-7526 us I Notes: I I ................................................................................................ I I All rights reserved. Use Subject to license/Copyright I Map Legend This map is informatlonal only. No representation is made or warranty given as ti MapQuest and its suppliers assume no responsibility for any loss or< .Privacy Policy & Legal Notices© 2004 MapQuest.com, Figure 2 Site Location Map No Scale 011 (\/,,{V\.t ®King County Home News Comments Sea,ch Information Plannin ~ EB Legend S..""""d P,,""'!> lakQa and La,go RN,,,,. l -· Coonty !!oundary , ,v· .Stmams. Sw•to ~ Kltlg C®nfy O>W>OO p,o;,o®'l /#', -0 P.6Ut)B~ ,/if .N~ // ·ro;io Ctu1mra; {5ft/ .'./ ...... e information included on this map has been compiled by King County staff from a variety of sources and is subject to change wnhout 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 limned o, lost revenues or lost proms resulting from the use or misuse of the information contained on this map. n sale of this ma or information on this ma is rohibited exce t b written ermission of Kin Count . King County I GIS Center I News I Services I Comments I Search By visiting this and other King County web pages, you expressly agree to be bound by terms and conditions of the sne. The details. Figure 3a Drainage Basins, Subbasins, & Site Characteristics Scale as shown 0111)1')(1(\,1 @King County . - l • Couflty &";-..1:r.daty' 'S.1~aN ~·:-a'~ ::..X.,,t ,·.,w.j P,~~~ SAOS~am L,igend 1.a~;; .art~ LMg8 Rh¥.1{3 Sm:tan~ ~ FklOOv.-sy 83 10C Yl::l°'H Auo,-J'-1~:irl \NLRO Ch.!iif1nel Migratidf1 ~:Ztifd Ate.a'S: SAO \"ieilsnd SAO l.o.mrl-!!-.ld,t! SAO S,eis;wk. SAC Eia::,,~::n'r Land:sfid-13 Ha~Rt 0:~nH~ge A.ma Se,m::h e 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 representc implied, as to accuracy, completeness, timeliness, or rights to the use ot be liable for any general, special, indirect, incidental, or conseque o, lost revenues or lost profits resulting from the use or misuse of the sale of this ma or information on this ma is rohibited exce t b King_Coun\)(. I GIS Center I News I Services I Co Figure 3b Drainage Basins, Subbasins, & Site Characteristics Scale as shown 1111 n· / /www') m1 .. tn1k,· ('llv/~1 ... rvl, .. t/1·1,m r•,n ("~rlm:\n F ,rim:ln''-'°'Prvi,·r·N~1 mt'=1,vrrviPu1/l.,rlt .... n1V \_. - ' .... Al->.- i I I ..... ----________ l_/ --- Figure 3c Drainage Basins, Subbasins, & Site Characteristics Scale as shown -i I 0 .... !:!. l)o ::l en "' -· (C en .... <1> "T1 n <1> Ill -· 2!. C') "' (C C1> :r (II C: A) A) -· ..., (II .... ::l (I) "' (II "'n. c.., :::r .... en a. 0 C1> C: ::; :::!. C' :J ~ er -· "' n lll (II -· ::l (II + w A03P028,7l SENS Topo c, • ~foo NFl1h IIJ'1d Olld'I OKtlil B.il:d Ea\lle Ne,~ NTOWOllhlp u,._ W1ld!lki Nrt,,,<,11< ci•-~-· J,./OSUNES ~SECUNES ~Pllr-tES N•- 11.'"""" 1 2P N" ,v'l ;,, u ~ SAO W&t1¥1C1 [2j SAOl..n::1$,llde ttH SAO Coal M~ 1SJ SAO Sell.n;c CJ SAO "°""" Wq.-Bo::idrn E5l WLRO Drainage Comp!~ --·; Pa,;ss IP-,~o'7:, ... ' """• WOFW2 OR T'REES1 WOFWl OFI ~EcS3 mEES2 FEMA Crou ~ct~ FEM.A Flixn;1,,,,w,, FEMA 100.yr. FloC><Jph1•n c,,M NCltyBoU!"d.llr'oes 0 100 ,1""'200feei, 200 Fee1 ® King Cow,ty Tl'lll'il:irmabt~on-,,,.,.._--te::io, .. eo.,q. ..... l'rlllltft I -,r:J -rd• aqi,d to ~...-ail""*--11),o o-r,, ,_ ro +wwwo:A..111.,..__.-.. ,......~ • ., ... ~. ~llfflll-.-!lgNI _,._of .. ~ D<g<-nr,.--99~,o,..,, ........ ..-,a,IPidnd,~,,.. ~ .. r.gN ......... N!lllll~ .... --.,..-==---:,.-.::~n::::.~:.:..--;.. ........... ....,__..,..tr,,_~~ -. -----·-· --- 0 w c..? I"-~ j • 00 ~ E f co NO ,l " < ~ ~~ ' f 0 0::: ~!~I ·· lf~Hjff5~ii:f o..o gtr :!)~~ E • s:~ •fM/;!uc- 8>-• ~ jr ~api 6aaaaililW a~WaHf; U,~e! ~ ~Sij 0 c,\:\~~~~n0~~~~~·3!i!~~.~.~~uU <(I ! <~~ CJ;/<l < ~< S1:lllll2lD 19 :~.-:mm < ,. r ii ff !}! ?Ji· . ~ 1hJi1if :;l I ~ J Jffj.L!i~! § I 2j!1fif1;if -' t, -, t ~ @ lj1!Jd1i1l j liJhlhiih 0 Figure 3e Drainage Basins, Subbasins, & Site Characteristics Scale as shown . lj. r::t Figure 4 SCS Soils Map 1" = 2,000' APPENDIX 8 OFF-SITE ANALYSIS DRAINAGE SYSTEM TABLE AND MAP ,·,,., ..... ~:-. \'/',.,-, :-. .J :,;'/:,:~\,. ~. -~ . .. ~.: : ·.: ' Basin: Soos Creek OFF-SITE ANALYSIS DRAINAGE SYSTEM TABLE SURFACE WATER DESIGN MANUAL, CORE REQUIREMENT #2 Subbasin Name: Subbasin Number: :1i;.;R;1,~111i111: -~·.•· #!!!inti~ !mii\j<;fy ( ~ymtiqf:m~~Jl!l;ltf 1J Ii 'I 11iir 1:11\11):ll\ ···•·•r~~1-it1;I.I ~~la111t~~: A-B B-C C-D D-E 98-4\jnB04 Sheet flow and sub surface flow Welland/stream/ channel flow, approx 150' wide 48" culvert Stream Soos Creek grassy wetland area Soos Creek grassy wetland area Crossing 192nd Soos Creek 2% - 3% 1 % - 2% O' -350' 350' -550' 550' -650' 0.5% -1650' - 1 % 2,650' + None noted None noted None noted Wet marshy area, relatively inaccessible Wet marshy area, relatively inaccessible This culvert was not visible at the time of the inspection, but according to the previous downstream analysis, has conveyed 100- year flows without floodin~ .. Creek flows in a wide wetland area. ®King County News Services Commem:s Sea«:h e information includecl on this map has been compiled y King County staff from a variety of sources and is subject to change without notice. King County makes no representations or warranties, express or 'mplied, as to accuracy, completeness, timeliness, or rights to the use of such information. King County shall ot be liable lor any general, special, indirect, incidental, or consequential damages including, but not limtted o, lost revenues or lost profits resulting from the use or misuse of the information contained on this map. n sale of this map or inlormation on this ma is rohibited exce t b written ermission of Kin Cou Kir•JGounty I GIS Center I News I Services I Comments I Search b pages, you expressly agree to be bound by terms and condrtions Off-site Analysis Drainage System Map (Downstream Drainage Path) Scale as shown of the srte. The details._ • 1,3'-I = c..11 t" :It: 500 , h1tn://www.:... r11,' 1 r1 lk( · · ·,, '-ls.t -rvk~t/cnm l':Sri .f'.sriman Fsrim~1n')Sr.rvir0.N:1mt>:=ovP.rviP.w&C'JiP. Q/14/?004 To /..0 · Kita Cmmty water and Llllllf RellOlll'caa Dlvmon -lraue S8rVlcas ~ Phone I# ox•+zs-3 -(551 .... eom•t Ssarcll Pnoted, 9/1412004 1,3T,24 PM CDl!lllalli TVJIII TYIII of Prllml Adatau or PNll!lall Cllllnta llrlll ... llllllillr Cldl 1976,0110 C DRNG 13038 SE 188TH PL @BLVD LN eaea2 1977-0072 C FLDG 12202 SE 192ND ST 686F2 1977-0074 C FLOG 13210 SE 192ND ST "ILL/DRAIN WAY eseG2 1978-0080 C PONDING 19248 121STPL Sc EAST OF BENSON HWY 6l!6F2 1976-0081 C DRNG 19248 121ST PL SE e86F2 1981-0225 C FLOG 13210 SE 192NDST DRAIN WAY FILLED 686G2 1982-0539 C FLOG 12600 SE 192ND ST !:AST KENT AREA eeeF.2 1984-0313 R FLOG 13250 Se 192NO ST TO ROADS OIV.4 686F2 1964-0314 C FLOG 13250 SE 192NO ST Se 192NO STl134TH AVE SE 686F2 1985-0534 X DRNG 13250 SE 192ND ST LTR TO COMPLAINT 686G2 1966-0617 C ORNG 13432 SE 167TH ST FLOG ON SIDEWALK 686G2 1986-0816 C FLOG 13440 SE 1112ND ST REF:BB-0832 NESPER 87-0770 158GG2 1996-0816 ER FLDG 13340 SE 192N0ST {REF:86-0632 NESPER) PVT PROB. 686G2 1966-1278 CL CLAIM #103 73 68802 1987-0770. C FLOG 1$440 SE 192ND ST FAIRWOOD SEE 88-0B16 eee<.2 1987-1049 C TO RO COORD 04127/87. 686F2 1988-0118 X ORNG 1325C SE 192ND ST SEE 85-1278 NESF'ERICL • FORSEST TRAl 158eG2 1968-0238 C FLOG 18431 120TH AVE SE NEW ORIVE:WAY WILL IT FLOOD 686F2 1988-0238 ER PIPE 18431 120THAVE SE NEED EXTENSION OF 42"" CULVERT e86F2 1968-0305 C BLOCKAGE 12716 SE 18STH PL '=ASEMENT-FAIRWOOOIWALL CONSTRUC 888G2 1969-0003 C ORNG 18612 120THAVE SE 1NCREASE0 RUNOFFICHANNE:L 686F2 1989-0192 C ORNG 18612 120THAVE SE X PIPE NOT WORKING 686F2 1989.0550 C EROSION 19118 130THAVE SE OLD EASEMENT CHANNEL MAINTENANCE 158eG2 1989-0665 C ORNG 13308 SE 184TH PL WATER IN BASEMENT/YARD DRAIN CLOG 686G2 1990-0056 C FLOG 12700 SE 187TH PL UTILITY EASEMT CLOGGED 90.0259 686G2 1990-0259 C FLDG 12700 SE 187TH PL f'VT DITCH OVERFLOW 68602 1990-1106 C DRNG 13517 SE 189TH PL CULVERT 9LEW TRASH RACKI CEDAR ES 68602 1990-1106 NOA ORNG 13517 SE 169TH PL CULVERT BLEW TRASH RACKI CEDAR ES 68802 1990-11 S5 C ORNG 13421 SE 18STH PLACE 13517 SE 189TH PL 686G2 1991).1155 NOA ORNG 13421 SE 189TH PLACE REF 90.11 06 686G2 1990-1156 C DRNG 13429 SE 189TH PLACE 13517 SE 189TH PL 686G2 1990-1156 NOA DRNG 1:429 SE 16&TH PLACE REF 90-1106 686G2 1990..1157 C DRNG 13435 SE 169TH PLACE 13517 SE 189TH PL 686G2 1990."157 NOA ORNG 13435 SE 189TH PLACE REF 90-1106 88802 1990-'.15B C DRNG 1S917 se 189TH PLAC!: 13517 SE 169TH PL E!88G2 1991).· 1 sa NOA DRNG 18917 SE 189TH PLAC!: REF 90-1106 686G2 19go.1159 C DRNG 13523 SE 189TH PLACE 13517 SE 189TH PL 68GG2 PoQe 1 of J Ctnplalllt TYPI lYJU of l'l'olllem M!l'BIII of ProblNI £IMntl Tll'OaPaDI Nmnller CUN 1990-11S9 NDA DRNG 13523 SE 189TH PLACE REF 90-1106 586G2 1990-1160 C DRNG 13529 SE 189TH PLACE 13517 SE 189TH Pl 686G2 1990-1160 NDA DRNG 13529 SE 18STH Pl.ACE REF 90-1106 686G2 1990-1630 C FLOG 19114 130TH AVE se STREAM OVERPLOW 88SG2 1991-1090 C CIRAINAGE 18532 131ST AVE SE WATER PONDS IN YARD 6S6G2 1991-1090 NDA DRAINAGE 18532 131ST AVE SE YARD PONDS 686G2 1991-1090 SR DRAINAGE 18632 131ST AVE SE TOCIP 686G2 1993-0641 wr:.c SEDIMENT 13120 SE 192NDST 686G2 1994-0676 wac GREENH20 SE 192ND & 134TH A SE DUCKWEl:0 686G2 199(,-0170 wac OIL/CARS 19312 133RCIAVE SE RESIDENTIAL CAR MAINTENANCE S6eG2 1995-0374 C FILLING SE 192ND & 134TH SE WETLAND· REF'O TO ODES 66eG2 1996-0391 FCR POND? 19118 130TH PL SE HOLO-GPR WILL CALL HER 4 MORE OETAI 686G2 1996-0391 NOA PONO? 19118 130TH PL SE HOLD-GPR WILL CALL HER 4 MORE DETAI 686G2 1996,0391 R POND? 19118 130TH PL SE HOLD-GPR WILL CALL HER 4 MORE DET Al 686G2 • 1996-0480 C CRKFLOS 13607 SE 192ND ? GROUNDWATER IMPACT WATER F'ONOI 686G2 1996-0~21 FCR RID POND 13341 SE 195TH ST OUTLET PIPE OBSTRUCTED ASSESSMEN 6B6G2 1996-1428 C SWALE 18914 129TH PLACE SE OFFSITE FLOW IMPACTING PVT ORNG SY 686G2 1996-1428 ND.O. SWALE 18914 129TH PLACE SE OFFSITE FLOW IMPACTING PVT ORNG SY 6B6G2 1996-1426 R SWALE 18914 129TH PLACE SE OFFSrTE FLOW IMPACTING PVT ORNG SY 88BG2 1996-1550 C DRNG 19121 124TH AVE SE PLUGGED 0/W CULVERT IMPACT TO PVT 686F2 1996-1894 C RUNOFF 13416 SE 167TH WATER OVER SIDEWALK GROUNDWATE 686G2 1997-0940 C ORNG 13007 se 188TH PL GROUNDWATER/SHEETFLOW F'ONOING 686G2 1997-1179 C DRAINAGE 19113 121ST PL SE :NSTALLATION OF DRNG IN R/W OLD/OFF B86F2 1997-1179 NOA DRAINAGE 19113 121ST PL SE INSTALLATION OF ORNG IN RN/ OLD/OFF 6861'2 1997-' 17S R DRAINAGE 19113 121ST PL SE INSTALLATION OF ORNG IN R/W OLD/OFF 686F2 1997-<301 C DRAINAGE 19125 121ST PL SE SUBSTANDARD INSTL OF DRNG SYS PVT 686F2 1997-1319 FCR DUMPING 21709 146TH STE DUMPED BATTERY IN RIO POND 686G2 1938-0926 C DRAINAGE 19133 121ST PL SE APPARENT OBSTRUCTION IN ROAD ORN 686F2 1999-0174 FCR CLGINLET 13415 se 187TH PL INLET PIPE APPARENTLY bBSTRUCTED 686G2 1999-0449 C SPRINGS 13518 SE 186TH PL NEW SFR GROUND WATER INFIL ONTO P 686G2 1999-0632 C EASEl>.IENT 19114 130THAVE SE INFO PROVIDEO AWUT RID PONO ON PR 686G2 19911-0679 FCR FENCE 18932 133RD PL SE LEANING Fl:NCE NEEDS REPAIR 686G2 2000-0398 C DOM 12625 SE 192ND ST REQUEST TO DIVERT FLOW OISCHARGIN 686F2 2000-0735 FCR MNM 18000 134TH AVE SE CEDAR SOARD FENCE AROUND PERIMET 686G2 2001-0548 WQP WQP 13120 SE 192ND ST 686G2 2002-0094 Fl REM 13055 SE 192ND ST SWM#a3 REMEASURE OF ORIGINAL 17.7 88C!G2 2002-0094 FJR REM 13055 SE 192ND ST SWM#83 REMEASURE OF ORIGINAL 17.7 686G2 2002-0204 FCR MMG 19000 134TH AVE SE 1) PSE UTILITY BOX DAMAGED. GAU.ED 686G2 2002-0424 C ODM 13003 SE 188TH PL SINKHOLE DEVELOPED APPARENTLY 0V 686G2 2002-0424 NOA-COM 13003 SE 1881H PL SINKHOLE DEVELOPED APPARENTLY OV 68602 Pa9e 2 o! 3 .COl!IJlatlt TYPI Typ of Pru!Jn Alllrfll of PNJIJII• C.•ta lnl'llla llllmhr Cll1tl ZOOZ-0424 R DOM 13003 SE 186TH PL SINKHOLE DEVELOPED APPARENTLY OV 68602 20J3·0266 C DOM 18759 130TH AVE SE LOCAL PONDING PROBLEM. MAY BE THE 666G2 2003-0545 WQR WQB 18601 126TH PL SE 686F2 2003-0762 WQA WQAI 19433 VASHON HWY SW BMPS are ALI. IN PLACE 686F2 2003-0909 woe WQDR 18601 126TH PL SE AUTO FLUID RESIDUE ON STREET AS AR 686F2 Page J of 3 (@)King County News Services Comments Information Plannin ( ) / Search e 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 ot be liable for any general, special, indirect, incidental, or consequential dama9es ir,duding, but not limtted o. lost revenues or lost profits resulting from the use or misuse of the informatioro c0nic,ined on this map. n sale of this map or information on this ma is rohibited exce t b wr~en ermission of :<in Count . Kinq County I GIS Center I News I Services I Comments I 5.flill~f;'-" By vistting this and other King County web pages, you expressly agree to be bour·,d by term~ and conditions of the stte. The details. ,, ' l,33 = 7~ 1" ;::. '530 1 httn-//www,::; lllt''.lrnk,· ''( \\'/.1;.1•.rvlc·.tfrnm f'~ri p,i;:rim:1n F ~ri m:1n·,~1"'rv1rf"N~mP=nvPrviPrn&rliP Q/1 '1/')/lOLI @ King county iMAP -Stormwater .:--·· .. , .. , ... ,.: .... .,;;· ·· .. , .. _,_;_:.-.,.,-··.::;~ :.... \ 1 ----=--·--! :--··;-' ,< ··r····.-;:::>' ~--...... ~, -.:.,., : .... r.<-·-;-~·-,-~ \\ • r I ir1: .!.1 .. ~ J ··-o:-·····. l . ' t ;;+ k•·--,-----L--i /,, I i ,--: 1 ~·:·i·, :·--__ --. ff ~l(-~.,} ,.:c.J..., ; : / ···i .. + ... .\"· fkOJE.CT SIT£ [------Jff .J '-""'f ~-<"-'"· ~,. / '"' =~.... .l., ··-: /.. . . ~ lir · .. <,; _;·'uu:: .; -\\ ·_-··N·. ,r '\ .,,X'. -···-·_:_ i ; C .-· · · J 1·df ,~ \ t ., J.' ; < J,.-.,.-.-< ·. ;! :";-!_ • .;.;••••:"'-,.~'0j'~. ; .. .!"' • ",, ~',1M ''.j ·.--:i •:: !C°:. ,• ' 'f'•• ,.,,,,_,__ ----"/:' :,,,~,,,,~~·;,, ' V. M/' ,:: i)_, • tt',•/>£;,i .u ff : § -~~.( .:"j \::·= f 'v '. ~ ·.1 ~ .4f"'I-... V~'IICCJ74•• :£tJ~~;;,/;~/T ··t,~:-;,l ( I_• D s~~cted P~tt..e.1>.:. Ca:'1s.mty &mttda:iy K1!ig County' D.:-<:l~'lage BaS::n.~ stroets [J <>i~lc':r:( -~~ ~iX"..:Z: • Legend e 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 ot be liable for any general, special, indirect, incidental, or consequential damages including, but not limited o, lost revenues or lost profits resulting from the use or misuse of the information contained on this map_ n sale of this ma or information on this ma is rohibited exce t b written ermission of Kin Count . King County I GIS Center I News I Services I Comments 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 details. Off-site Analysis Drainage System Map (Drainage Basin Trib. Area) Scale as shown .. , 1. 33 = 5,i.31 " I I ;a: af,t3 0 Ill In· //www" m1'I n,I.:,· n1,v/,.;:f'rvl1,1/1·r,m ,•.;,;.rl t•1.:_rim:,n F ,ri m:1 n·,~1•n,i,·r•N'.1m.-•=1,vp,rviPu,&rltPntV U/1 ~!')()(),,[ APPENDIX 8-1 DRAINAGE COMPLAINT ANALYSIS (previously submitted) SOOS CREEK PLAT DRAINAGE COMPLAINT ANALYSIS LEVEL 1 TECHNICAL DESIGN AND INFORMATION REPORT FOR PRELIMINARY PLAT REVIEW For the King County ODES: SUBDIVISION FILE _A03P0286_ Richard A Boston Addendum to Report of January 26, 2004 Boston Design and Development Co LLC 425-226-2145: Neal M Jacques. P.E. Jacques Consulting 206-242-5322 Soos Creek Plat TIR 1 I EXPIIIES 9f.VD£ By Jacques Consulting March 20, 2004 I TIR Addendum DRAINAGE COMPLAINTS King County records were examined for downstream drainage complaints per core requirement #2. Note that at the discharge point this project contn1mtes approximately 2% to the drainage basin flow thus requiring !4 mile investigation. But this report investigated southeasterly for one mile along the Soos Creek Basin (see attached map). The area was inspected and the County complaint listings for a one mile radius were examined. The Soos Creek drainage basin in this area is relatively flat wide and heavily vegetated (grass) with no erosion or flooding problems. The complaint list is attached but they all deal with issues which are uphill either west or east of the Soos Creek Basin. Only one was somewhat relevant, Complaint Number 96-1550, which is a class 1 issue (attached). This complaint in 1996, descn"'bes the 18" culvert across 124th Ave SE at SE 192 as blocked and thus erosion over the 124th gravel road. The solution, to unblock it, was done. The downstream flow from this project does not flow in this location but because the project access road goes over it, it was included. In February 2004 property owners were notified of King County's plan to widen SE 192 for a left tmn lane, thus this culvert will likely be modified. The subject project final engineering will have consideration for the revised County intersection design. The remainder of the complaints had no relation at all with the project. The five page list and a map showning location of the most significant problems (eight ponding/flooding complaints) is attached for general reference. These all involved tnbutary flows from west or east down into drainage systems flowing eventually into Soos Creek Basin. None have any relation to this projects drainage in the Creek itself. In conclusion, for the subject project drainage path, there is no indication of any category 1, 2, or 3 issues with drainage within one mile downstream. Note the TIR downstream analysis dated Jan 26, 2004 for additional discussion. Soos Creek Plat TIR 2 By Jacques Consulting March 20. 2004 f_EE[ 6~)61 -~T~ _,.; . _-::ii -:.·· ~-~~i-~·--l ~~· .. ··-·---· .5 H-aw ,,ve,. 'l){?A, ,-,-,.. (;,£" p,.(?i:A ·F<.J.R. Soos c'Rif" E 1<.. f't,..~T AREP. I MIL-~ Do<-....-,..,-~,f\'-~ j ;::::/1,'n ·-. i ;;; ;; ·~~ ;:E .";,: :~ ~ .. ),~ . ~1~ ;;.t ,,,,-~, i:i;· · ~ sr mYH sr fl SE N~ ' 1 ,-..u .. 1! S<:.P>'-I: I 2.=; .:=-H' \. i at:. g,_,.,,'~ -••• M ~ • •-• ,g·--•••"'•~• :?.'?---j ... :-:~ ~; ;:5 ..... " V ;, < i82NDl_ ---~1,. ST ____ _ .R I ' >-., D 1-· 8Jo,. ..,. I L/.J :r I .._, -:;i•UM Vi~ ' PL ' ,_. o:, f\."~ t"""1/ SE ! ~ 1 S;_ 184Tf! .':'J..?.l __ ~1I~j-< ', "!mm 1 .. r.~-,-~§~~r,_-iL. 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'r,;,f'"L,;,,,.fl~' -I ;1:-J . -< ,·:·, / 1:,1 t.J . --~-- -~~--~§]! ______ ----------_ ~ST _ _,:::L. __ ,.. ___ _ \ ~ / "" t:· \ SE 197T~ ... ; t;; JT SE 1 I ~ -- \ SE 198TH ST tt ~ _, SE l "' i:-y.;;-11>?,1~ .. - !;; ~!~ =c1 E J ( :::: -t< SE ~TH !]!,._Pl / ~\ ..-SE I= •2 T -~! ST \ ,'--' , i ;::: !:::,: .-,~ill E i~r \ + ~ "" \ SE 202ND PL .., .J.J,, \ 'IVTHE ' '· c SE --·--1--··c.r --·· ~ ,,"<( .,, 1 1 \ "\ SE 203RD I L,J ~ • o :C: (,',I vit 'N ..rt ..,~\. w'\i, L. 1"f \\ \ ~ -~-~sn~;\ ~1 -~::~-~~----.. ~_:g_::~:~ -l ~~~.L~~ V, \ 198TH ST\. 4 .&.V.,&..J f SE lBViii sf SE 106TH pt [j I.LI V") SE ::.. SE 107TH ST ..... .__.. ___ ~ SE 1aarli ;;;-i:w--,. 0 'Ii] ·- <115E 190TH ST 200TH 2-0lSil ST 202ND\ ST ..., C""I'~ ...J ~lti sr " <I SE 18J!Jti...i'\'_ SE 18§1!:U'.b ;,: ,..., (;;'"' ~:> ~:< ST g 19. i!:'"' co 'Cr . -. DRAINAGE INVESTIGATION REPORT PalJjl 1: INVEmGATION'IV!QUEST 1yPe e · Recit1vec1 tiy: Dare: e/u/1 t:, Ol('d 11y. D~ Fie-No. </tz-tS!liJ R~from: ,.._p,lnlplalnlyfarwwwwillaol-(Da,t ia,,J NAME: ,f, fe!y baalc: PHONE !JG'/. 9-397 ___ _ ADDRESS: 1cr1z1 ~ 12-e AIIE-se City: $7;.tVfPI./ Slala ____ ZIP,flp58 LDcellonofproblam,lcllfelent: p,'fcJ; ,'s @ .~-SE. /92,>l{J/ -1-· /~n,,AvSi Ro,wiwd~ //~~ ~'~.9'!-e:6~. ~ SP Z.78113 '_./.e,,,1 ~' /1/0,'/. ··~ . . . ~u1 ~:iLL ,_. No. {,J'f 911.'J(} a uz.. 1/4 S T R . Basin ;:ti) Cauncl Dfs..!l Cflarga No: LoiNo: 13 illock No; No Field l,weatfgallon Needod -- ..-i RESPONSE: ~ nolllllld on f-1?::1, by -ltphone l81llr · lnpason.,_,t-4~ l!tH&N lH-,M:.n,,o, l'a1,~1N1 'a,,-,ip,., -$H~ ~,; ~NIH-J.IJ!lti 't-~ ~~z;::t ~U!ril-V69 C~PSs Cu.1.11 ... r. T111,1> HtHc J IU"'41rD ~u$t! ,.,r ,~,,,Alllr DISl'OSITIDN: Turnectto __ on ____ by __ ICIIIII c..llJ _,_,.... 'flla:cac II -- DRAINAGE INVESTIGATION REPORT RELD INYESTIGA110N JIAMI! ADDJIJIII HIOMll Ml Mfl DOltMOII .... lllAJlff DlVISlml' ...!.... 11111 'Wllf •-l'Ul1MPD nnrn nm CIIDA CIIIUll!RT ----o,=www•-• 11aoaur•--~----A11wca11 wn-•CWl!IIT,..,...11t•M&.•• .--.-.. _.... -.-.....--&warnn1•--• 111111n :'1111-. --•11.11 ,irwww .--••ne:: anc •• ... • ~ ........... , •aeOPC111»W1tac1a11rn1 SXB1CH: ace ua ewr • __ ------- S&192NDST w • ! X ~ N .. ---- ® TO. JOIIY LEDH1'TEA. suPEfflllOII • PR.OM ROApS D1fl8ION 4 . JllillTOfl 11A1L 8J'.OP !A ICllllt eo.a,, ... , ...... ••nap I -- ·-. ,.. Ill lARR'f' GEffl.L IPWIOII llft {)j 8111 11 LCI wal1ill "'"' i 1.0CrAL ~Rn•a ILUUIW ...,._,. IWI. IITOP .GD FOA 101111 REU ONCE. IIR.'1NAGI! 1'IPI! lff 19'121 -1MTH A¥1! SI! AFPll!ARS 1'0 Be WIIW TIE '1W ~ M SHOWN ON lie ,,,, li&WRS IIAR PIPE APl'EAll8 10 IE Pl ua D PLEIi• Rlil'LY IF ROADS WILL CCIIIREct. IP" NOT -8181..E: 11DA. --- llEPLY I ! I SIGNED DATE SIGNED ••••~w, l ;;1 -'-~--- ~~RD 9' 5[.) -1 \fb ~ ")631Ul C s E M -\ 184TH PL SE E; ~ .,,_ ... "' ~ '"··-~ ~ i= u.J V, "' .... SE J 184TH ..... , sr ST "-' Vl ~ I SE 186TH ST 186l'H Pt ~ > < >, <: 188TH 1~~ -a,> ..... < ..... ST 2 uooo ~ (fl::,~ lssr' . . ..... "' ~ "'~Ell ~ j i= ~33 ..... .... 0 -·-\ f 96TH / ST ! J j J \ I t,/ ~ ST -··--~---~ ... ... 198TH ST_ 4 ~<J','-, 1-6, SI ~ r-.1 ""° f C A-"'1°" 6<..>"t"" "'-IQ T' R(:-"L~V}O..(',.l'T"" DI<_,,._ f ,.J P..(rE C.. &:.I-\. p 1....,11,Jr-.r T""" t-0 <:.OJt"1 ONl ' ... , ... ~ sc ... L~ 1'2ca~' :: I'' K:)"' ' ~ : ~ ~ :.t. ltl7TH ST SE 188 r,'f 18 WY ....._ '83 ~,; 190TH ST ~{ ~,~ ~"~6~ 0 !~§_TH PL/ ;:;I l': SE WTHO L SE I: \(!,~ ,.. SE I SE I ~ :, ,.,. "'" ~11,1 ... .... ~ ) I \~ ..,-,.., I =:re=,,-.zt !c::!.!...! '"'Ji~~;. ' ' ,.,,, ~ "" a-.... --;:-l9,~ "" 200TH g SE 201SILS.T L/IKE ST \ u, .. -----·---\ \ ,.., . E \ ' -:. :;:r.-1J STH ST \" ' ~· ,., ---.. J --l \ \ 7., ....... .• _L~_1-' ~ ,,.. ... ,~..._ 'ER 206TH sr·sr. _z mi fi \1 s:1~ l8TH e:i i<:l ,-r) w-\., ::r ~-'E~r J 111\\ \'\. Si_ 203_'!_0 ST ~~ ,:;;vi ·:y.~ c...~ ...... SE 2h1" \ 111600 ;:1~ r--un-:; g i=: ~ ~ ~ -' u SE :,!: ! ,:,r n~, SE § 13200 ., s ~19 SE ill .... <>. 14000 202ND ST ----' ~ c.. UJ . ~·-L ~I SE 204TH 1 · PL~ ST 5 ..... DIWJllata'llllllllD ••. , ... 7 1111111 C 1111n· 111rc11 -; !lll0l2004 3:Sa:47 PM ; p I lWI IJlllflPrllillll .. ., ..... II: I I .... ... ... CIIII· 19'75-0149 C EROSION 12227 SE201JTHST GALEN CARIN t1 llll6F4 1977-0003 C ORNG 12207 SE 1112NDST 0 GOUlEN HILLS &elRt 19?'7~ C FLOG 12202 SE192NDST li88F2 1!178-00BO C PONDINa 19148 121STPLSE EAST OF BENSON tNtY 81161'2 1971MlOS1 C OflNG 19248 121SiPLSE 9861'2 1978-0085 C FlDG 20921 120THAVESE EIACKYARD 61161'4 198T-IIOll1 C DANG 19917 122MJPI. SE 8lOCl<EDIEAST HILLNEA ll8IIFS 1981-0215 C DRNG 191118 122NDPLSE C18 CAVING IN 6aeP3 1981.CJ320 C FUlG 20921 120THAVESE PANTJ1ER LK AREA 1186f4 1982..()539 C FLDG 12li00 SE 191!ND ST EAST KENT AREA &88F2 - 1983-0424 X DANG 12528 SE202NOPL SYS1'EM MAINTENANCE 8IIIIFS 111fM·ll091 C OflNG 2111156 1IIOTHAVE SE DrrCH FIUJNG 68IIF4 1984-0313 R FLOG 13250 SE192tl>ST TO ROADS PIV.4 68111"2 1984-0314 C R.l)G 132811 SE19QHDST SE 192ND ST/134TH AVE se G8IIF2 1984-4324 C DANG SE 2114TH ST/124'Tii AVE 6ll8F3 1988-o1FO C R.DG 18517 SE 200THST STORM RELATI:O &88G4 t9B&03n E DANG 12002 SE mmtST Vl.TRCR7DPAOB. BLOCICEDORIVEWAY 886f4 1988-0079 C FLOG 19807 138THPL SE EROSION 881183 1986,Gll32 C DANG 13250 SE 1B2NDST DRAINPIPE ll86G3 19811-01132 EA ORNG 1Slli0 SE 1112NDST PROB CATD BY PRMT RVW 8ll8G3 1881H1702 C DRHG 12240 SE 20IITTIST MAINTeNANtlE OF U1f 888F8 188S-1160 C FU)G 18413 SE 200TI1ST LAND IN FLOOD PLAIN llLOCl(ED PIPE GISG4 198&-11B2 C DRNG 13703 SE 2CI01'HST SEE 86-t 1"G,/l'HJ0,0491,IMSll!,0317 ll8IIQ4 1986-1182 ER DRNG 1370G SE 200TiiST (OS PLT) PROB COR. 611884 1987-o:!46 C FLOG llllZ36 127TMPL SE WAT!:fl FROM NEIGHBORS 87.al18 688F8 198Nl300 C DANG 18701 SE 201STST DOWNSPOUTS NOT CONNECf'ED TO DAN fl88G4 1987~ ER VIOLATE 13701 SE 201STST SEE 86-11B2, 1146 87,(Mlt,0317,0492 llll8G4 1987-0317 C•. FUlG 13708 SE 201STST ~ NOT COtlllECTED B7-0300 S8liG4 1987-0491 C R.DG 13700 SE m2HDCT llOWNSPOIITS 86-1148,11B2 87-GS00,317, 881184 1987-Q491 NOA (DS-f'L Tl SWMDIDIDNPR08 li86G3 111117-0492 C Fl.00 13702 SE 2112NOCT DOWNSPOUTS 88-1146. 1182 87-o,'I00.317. 88884 1987-0675 C DITCH 1$407 tz.nliAVE SE DRAINAGE DITCH ON PROPERTY 8ll8F3 1987-0842 C DFING 19400 1S4THAVE SE EASeMENT ENC1.0SING DITCH ll86G3 0 198Nl918 C DANG 20238 12TlltPL SE WATER UNDEA HOUSE 87-111!,W 6ll6F4 , 1987-0998 C DRNG 12910 SE 202NDPL 1U.EGA1. FIU. lN SOOS CflEEK l86G3 198'1-1049 C TO AD COOAI> 04f.ll/f11. llll6F2 1988 0222 C DRNG l!026D 13:2NDAVE SE WATeR Fl'IOM NEW OE\IELOPEM£NT ll88G4 Pagel af5 C t 11 .......... llltatlft'IIIIII ....... ..J.. -1898 Ol!1III C R.l)G 18431 1.20THAV£ SE NiW DRIVEWAY wiu. rr FLOOD 11811'2 198&02SB EA PIPE 1M1 12UT\1A~ SE IIEED exreJoJSION OF 411" C\.LVEffT 68111'2 19880239 C DRNG 13751 $E 2112t1DPL WATI:R FROM CLEAN£D UP CREEK lfJ8G4 19118-0l!41i C DANG 19916 133ADAVE SE UNFENCED AID POHDIINFO C'f TOSWM-1' ~ 188110535 C DflNG 19412 13STHPl . se NEAR SOOS CReEl(IFU.~ a.E,IJIING -1988-0561 C DANG 2fJ002 1MTHAVE SE FILL IN WETI.ANDS 6IIIF3 19BIMlll06 C DANG 19622 133RDAVE ON. BLOCl<AENEW CONSTRUCTION 811863 1988 08ll8 I', DANG 1111Z! 133RDAVE NEWDAAINAGE SVSEM -111119 IXIOS C DANG 111&12 120THAVE SE ,INCREASED RUNOFFICHANNEL lilllF2 198tM)019 C DRlilG 19CGO 12411-IAVE SE DITCH t.WNTENAN0E llll&F3 1989.Q)G C DANG 2CJ2tlO 182NDAVfi SE (M) FOREST GLl:N)8QOS Fl.000 P\AIN 6IIIG4 198&-0112 C DRNG 18112 120rli AVE SE X PIPE NOTWORKING ll88F'2 19B!Hl828 C DANG 1220e SE 204THSf BUIIJlER OF NEW HOME IIIF'C)f{mD FIU. 88flF,C 1989-0410 C DANG 12213 SE 199THST PONDING IN DRAINAGE EASEU&IT 81BF3© 19890623 C DANG 14439 14lll'ID PL SE CONST ON NEW HOMENIET YARD l88G3 1989 C5l54 C DllN6 121!1!5 se f04ntST l!fl0610N OFYAADS IN NEW l'LAT llfllF4 1989 Db1iO C DANG 2Dli08 t13AOPL SE DOWNSPOUTS ERODING YAPm 8H584 88IIF4 191111 D56e C EROSION 20l!OB 12SADPL SE NEW HOME DOWNSPOUTS OPEN aF4 199CMl221 C OfWG 13719 SE 1119THPL DRAINPIPE~ . ~ 19111),0,130 C FLOG 18715 SE 2112NDPL Cll£EK FUJOOED HOUSEIS1'0flM EVENT . 11191H1494 C DANG 18412 SE l!OO'THST STOflM GIIIIG3 1~94 NIM Df!AINAGE 1342 SE 20crl'H ST NATURALOE8RISTRASH MCKMDA REV 68IIG8 1118CHl86• EA MANHOLE 124GO SE201STPL FAILURe-UNDA CREST Pl.AT DIV 1 a 2 S8llFS 191J0.-01111 C C/B 13719 SE 189'Tlf PL IN YNID. OVERFIA 8004114,.1121 -68883 199IHl!l10 C FlDG 12408 SE 202NDPL WAnR FROM Nl:W DEYEL0PeMENT 8EF4 1991).1001 C A.DG 19412 131itNPL se BACK YARD 6' DANG PIPE 68883 1880-1063 C DflNG 1202i SE 196THSf SPRIN6 HILLONMIITaf NOT DIWNING 61IIIF8 199C).1130 C wman.v 19500 133ADAVE SE BANK STABl.11ATIONMIDS PU.YING !EA 686GS 1990-12116 C DANG 181132 134THCT SE a.EARING OFLOTIDITc:tt ~ IIIIGGS 1990-1466 C EROSION 12&01 SE 201STPI.. UNDACAEST tll6F4 1990-1577 SE STUDY 12&01 SE 201ST Pl.ACE STUDY OF AREA 8EF4 1990-15911 c'· Fl.00 12408 SE 202NDPL WATER ON ROAOIVARDII.INDA CREST ST &8IJF4 19911-1612 X DANG 12601 SE 201STST 0 LINDA CAEST DIV II llll8F4 1891-11178 C R.DGIEAO 12801 SE 111fmtST POOUNG OF WA'T&l •GS(!/) 1991-1)178 EA FLDGIEflO 12SO'I SE 1118THST PLUGGED Pl'IIVATE PIPE Gll8G.1 1891.()178 SR A.DGrERO 12801 SE 181m1ST H0ME0WSt LOT 88IIG3 1891.Q299 C FUlG 181135 121STAVE SE OVl!ftFLOW OFF PIPES 686F3 199'1-0S!IIII SR RDG 111135 121STAVE SE REFER TO IIAlD 88111'3 1991-11412 C ~ 111SSO 1SIADAVE SE EROSION OF ACESS ROAD llll6G3 1991-G42& C FLOG. 12100 SE 197TltST WASHOUT OF FIOADIDIM:LOPEI 1111111'3 J'aga2ol5 .. I it , .. 1'11111 ..... ... .. ,,.. In .. .... -1991-0445 C Fl.DB 1!1638 140THAVE SE INfO TO RDSIWATEM!AOSION IN YARD &81183 1991-0512 C FlDG 20024 1241l1 AVE SE CATCH BASIN LEAJCS.IOVERFlO 811111'4 1991--0518 C FlOG 13430 SE 20t/'llf ST flll684 1991.()518 NOA R.OG 13430 SE l!OD11"t ST TOCIP 68IG4 1 li91.il!l18 PN FU)G 13430 SE IIIIOTHST TOCIP l88G4 1991"°679 C WTRSNI ao:11s 1l!2NDAVE SE WA'Tm OVER SIDEWALK 18&"4 111S1-Q579 E WTRSIN 20313 t22NOAVESE OHISWM DIV PLY 886F4 1991,-0579 EH wmSNt 2DtlS 1aat0AVE SE OHISWM OIV PLY 11861'4 1991-4680 C FLDG 2llllOO 124THAYe SE SMALL DAAIN SYSTEM C! OGGED 111111=4 1891-11798 S1 FLEIG 12403 SE l!02NDPL 68IIF4 1991-1005 C llRAINAGE 1221s SE 1!181'HST POJalGINY~ J eaan 1991-1058 0 Dl'IAINAGE 18714 SE 200'1lf ST , WATER IN CRAWL SP1a: --® 11191-1058 SR DRAINAGE 19714 SE 2DlmlST NOTNDN' 8IIIIG4 - 191120IIOO C EROSION 18513 13311DAV& SE HOMEOWNERS' flOND 0.F, Ci8IIG3 1992-0200 NOA EAOSION 12801 SI! 19BTHST IQIEOWHERS' PONDO.F. -1992-0ZIO SR EROSION 19518 1SIRDAW se HOMEOWNERS" POND o.F, li88Gll 1992-0689 s., STUOY cut.VS!T UFGRADE &88F4 1993-0310 C DANG' 1118311 1341liPl SE WETLAND~INCAAW 118683 1993-0310 NOA DRNG 19832 134TH.PI.. SE wetl.ANDGRADIN&DRAINAG£ IN CRAW IIIIIG3 1993-0310 AN DRNG 1111132 134TH PL SE WETlAND GfWJING-DAAINAGE IN CRAW 885$3 1ffl.0383 AN FLD6 20247 11TrnAVE SE UPSTFl£AM DEVELOPMENT S8IF4 1993-0412 C DANG 1ll&OO 184TH PLACE , SE WETLAND CAUSING DM:flSION fl8IIG.1 1993,0412 NDA DANG 1116QD 134Tli 1'1.1,CE SE WETLAND CAUSING DM!ASION ll88G3 198S-0412 RN. DANG 18800 1KrNPI.ACE SE WE11.AND CAUSING DMiRSIQN ~ 191B-OS77 C DANG 13745 SE 2112NOPI. PONDING IN Y/IRJ J 1991Ml577 NOA DflNG 19745 SE 2112NDPL Nl!W Pl.AT WILL ADDRESS 1993-0577 RN DRNG 13745 SE 202ND PL PONDING IN YARD. NClo\P-C 199Su68u E El'IOSION 12800 SE 201STPL. 68663 19113-0SSO ER EROSION 1281111 SE :!O'ISTPL. 68BG3 1993-0591 C FLOG 20402 132NDAVE SE EROSION FROM THE PLAT OF GHAvsroN 1581184 1!Jll3.0591 Rt;' FlDG 20402 132NDAVE SE EROSION FF10M THE Pt.AT OF GAEYSTCN tlllllG4 19!13-0S92 C DANG 1221111 SE l!08ntST SURCHARGE FflOM CJD l1ll8R 1993-0794 WQA DUMPING -125161 SE 2DSFID Pl.ACE TOWQA 8861'4 1993-0794 woe DUIFING 12561 SE 203R0PU\CE TOWOA llll6f'4 19114 0088 C DANG 19830 131fni Pl SE ACTIVE GRADING VK;ILATION l.93EMIBII 8llliG3 1994-0118 C DANG 20448 131STPL SE BROKEN MAILBOX POST 681164 1994-0321 C INQUIFIY 12525 se 203R0f\ACE ANY PIPES IN YARD WHERE SHE WILL DI 6111F4 1994-0431 C PONDING 1211112 SE 202N0PL PONOtNG IN GUTTER 68BF4 111194 0112& WQC Ol.lll'«l8 111862 133RDPL SE 681183 1994 0826 WQE OIIANCB 198112 133RD PL Sf: 68683 t Jli I :1n11tPnllilll ... ., .... I II ..... ..... 199+0783 C FILUN8 l20411 132NOAVf. SE FILL PLACED Wl'TlilN SEWER EASP&rr ll86G4 1994-0783 NDA FIWNG 20t11 132NDAVE SE FllL PLACED WITHIN SEWER EASEMENT 6ll6G4 11195-0048 C DANG 20255 1MT11AVE SE WORK IN wen.ANDS CONTACT AINSU: ll88F4 1996-0076 C DANG 20803 1!ATHAVE SE GROUND WATER & PVT DRAIN 1186F4. 1996-0587 )( DflNG 20ISS 11!4lll AVE SE WE11.N«> ON HIS Pf!OP&i IT &alF4 1911$-0724 0 CLEANOUT 211334 1a1srPL SE DRAIN Cl.EAN-OUTOONST iUPIDT llllliG4 1988 fYl2D C RIDPONO 1.130II SE 1!NrTHST PWGGED CULVERT AID DISCHARGE PIP 68883 1!1&8-0081 C AIDPONO 1I025S 1241HAVE SE DOWNSTREAM MPH::T FffOM RID Ol.m.E lll8F4 111981245 0 RUNOFF 11152111 122NPPl SE SPfllNQ HILL ELEMENTARY INFO ADS DI llliRI 1996-0788 C FUIG 122Sl se 2IIO'IHS1' Fl C10D1NG OlE TO STOAM ANO SU8STN :10 1996-0788 t,l)A FLOG 1223!! SE aoo'THST FLOODING DUE TOSTOAMAND SU8STN 1 99fl,07llll R FtDG 1Z!S2 SE 200TH6T l'LOODING DUE TO STORM AND SUBSTN · . . 11196-1li!i!I C DANG 18121 124THAVE SE PLUGGED O.W Cf.A.VERT IMPACTl'O PVT ~ ., •. 199&-1e35 0 OflNO 200M 124THAVE SE ROAD IW'AOIIEMENl" l"RO.EGI" IMPACT '8IIF8 1996-1813 'MlO DUMPING 13808 SE 1911THST WAECkED VEtl IN RO FACIUTY D81444 -11196-1906 E M>POND 12818 SE 2SIND PL FENCl:~INfOTRACT 111181'9 19117-os91 0 DRAINAGE 19028 SE 208THPL PUJGl>ED PRIVATE YARD DRAIN TA PAO 6llllGC 1997-0839 FCfl FAC.OOM 183RD AVE SEO SE 19S-196Tll klDS ACCESS CM!AFLOW PIPE NEl!DTR 888GS 1997-0763 FCR RDPONO 19125 132ADPL SE W!Nll'AI.LS AD.11'0 POND PAAKS INVO. aGiS 1997-1179 C DRAINAGE 19113 12'1STPL SE INSTALLATION OI" DRNB IN RIW OLD/OFF 6881'2 11l97·1179 NOA DIWNN3E 18113 121STPI.. SE INSl'AUATION OF DANG ti ArW OLDfOFF WF2 1997-1179 R ORAINAGe 19113 121STPL SE INSTAUATION OF DANG IN FINI. OI..DO'F 611111'2 1997-1301 C DR.+JNAGE 19125 121STP!.. ss SUBSTANDARD MnOFOANB SV8 M ll88F2 1 !!197-1505 C TREES 1221112. SE 2IIOTHST DANGEROUS 'l"RES!i ON COUNTY PAOI' 8ll8F8 1997-1530 FCA FVD 19ll00 133ROAVE SE DEBRIS & U1iER BLOCIClNG TRASH RAC lillliG3 1997-1572 C TA££ 121132 SE zomtST REMOVAL OF WlNDFAU,S flEQUJRED 81161'3 1998-0108 woo Olt.SPLL SE 198 STn24 AVE S£ SPILL OF POLLUTANTS fLCNG RD fVW 8llfiFS 11188 0223 FCR FENCE 211814 127THPL se DAMAGED FENCE ADJIICENTTO FENCE 8ll&F4 1!198-0381 C DRAINAGE 111463 SE 198THPL INFO REQURST RE WllT\ANOIOPEH SPA 8ll8F8 199&-0897 FCR DRAINAGE 1S.,RD SE 0 SE 1115-1!16TH PLUGGED TRASH RACKS f'OM)ING IJPSf CIIIIG3 19980922 Fen RDPLUGD SE 2081li Sl7127TH AVE PLUGGED ORIFICE & FENCE REPAIR lilllF4 I DRAINAGE 19138 121STPL APPAReNTOBSTRUCl10N INROAD ORN ll86f2 1998-092S C . SE 199Q.0503 C FENCE 124M SE 198THPI. AEQIJEST FOR Fl!:NCE 80UAADS AT ACC llllliF3 FCR PLUGGED 19li00 1311AOAVE SE PLUGGED TRASH RAQCS Dl!8RIS AEMOY aG3 0 DDM 12625 SE 11111NDST REQUEST TO DIVERTFLOW OISCHAR8IN 68111'2 2000-0415 C MNM 12208 SE 2117THPL VEGETATION GAOWTtf IN TRACT. TRACT 68tlF4 2000-0501 FCR MMG 1111115 133AOAVE SE twilAGE TO AID POtCI FflO IEIGI 80fff 8ll8G3 2000,0713 C DOU 12232 SE 20l1TH ST INCREASE Pl.OWWS IMPACTING DRANA 8IIIF3 \ 2000-0713 Ml.\, DOM 12232. SE 2001H ST INCREASE FLOWS IMPACTl!IG Ol'IAINAGE ~ ® 2000-0713 A DllM 12232 SE 20l1TH 6T INCFll:ASE FLOWS IMPACTING DRAINAGE PIIQD4015 r L IL I .......... ........ --..... -2001.QZ14 C DOM 2111113 tlllllli AVE SE UTIIJ'TY WORK DAMAGED ST1JB OUR DflA aF4 2CO'l-o416 WQC WQB 12232 Sc 200THS'f OONCalM OF SOAI' SUDS 8EING OISCHA 8111A aGOHM511 WQC WQB 12ln3 SE ,earnsr APPAN!NT I.AQc: OFPOLWTANT CONTR llllliP.I 211111-G455 waA WQB 12313 SE 198TiiST APf'AFIENr LACK OF POWITANT CONTR A&F3 all01-o471 FCR ..... -137l'HAVE se V83ET'ATION C3flOWTH HEAVIER THAN II 88IIG4 2DD1.o&32 FCC WQO 1MSO SE 2IIIT1'f ST APPARENT DUMPING OF PAINTOA?? INT 81161"4 2001-ofm WQR WQI) 1IM30 SE 208THST APPAAENT DUMPING Of' PAINT 0A ?7 INT li8IIR 2DOH028 C DrA 18518 SE 20DntST INf'OflMAT!ON AEQUES'I' REGAFIDM PO 1181163 llllllG!-0268 FCR BSA -131STPlSE BIO-SWALE ftETRO,flT 1111184 2IJQ'l-oatl8 RET BSA 20356 131STP1.SE BIQ.&WAI.E AETflO.RT lmlG4 20CM408 0 MM4 12135 SE 181J1l1ST FIEQUEST,O AEMOVETIIEES CN OOIM1' elllR 200HII03 DOM LAICEY EOF1allND N'PMENTIIEAVSI ,crrvrry IN SOOS C flllllG4 200IMJ803 C ODIi I.Al(£Y EOF 132ND APPARENT BEAVER AClMTY IN SOOS C 88IG4 l!IOOl!..(J803 NOA-DOM LAl<EV E0F1S2NO APPARENT BEAVER ACTMTYIN SOOSC 68IIG4 20Cl2-CII03 A DOU I.M<EY EOF132ND APPARENT BEAVER AC1fMf'Y IN SOOS C 88684 20C60545 WQA WQ8 111GO) 116Tlt Pl SE 88IIF2 lilOOH782 WQA WQAI 19433 VASHON HWY SW BMPS 81t ALL IN Pl.ACE &8lf'2 200S-OIIQ9 WQC WQDfl 18601 1l!6'THP1..SE AUTO FLUID ReSIDUE ON SI Ri:Ef AS A A 8881'2 2004-0193 FCA MNM 12815 BE 211111'14 Pl MilllllglDl:II Ollgllll. ~--gat li8SF4 P•5of5 APPENDIX C ANALYSIS AND DESIGN ·. ~ ,,;,, r FOREST: BUILDING: PAVEMENT: POND: LANDSCAPE: TOTAL: S. E. 192ND ST EXISTING SITE: SITE SF (AC): 251,117 (577) 4,535 (0.10) 16,570 (0.38) 47,121 (108) 319,343 (7.33) N EB PROPOSED SITE: SITE SF (AC): "' - \ \ \ \ \ C. \ : i' \ I '\. \ "' ' 'I i;;i ~·, \ x:·(\. lio ,.. , I ' I \ \ \ . 0 I \ • \ \ \ \ 75 : 150 \ 4,592x47x0.7 ~ 151,077 (3.47) 55,005 (1.26) SCALE: t" = 150 ft. 8,000 (0 18) 1DJ,261 (2.42) 319,343 (7.33) ROOF ANO O /WS: (70% OF LOT AREA OR 4,000 SF -WHICHEVER IS LESS) Fleuve des voiles & cogger Plats Runoff Cales Input . 5/13/05 KCRTS Program ... File Directory: C:\Kc_swoM\Kc_oATA\ [CJ CREATE a new Time series ST 5.77 0.00 o.oo o.oo 1.08 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.48 0.00 exist.tsf T 1.00000 T [CJ CREATE a new Time Seri es ST 0.00 0.00 0.00 0.00 2.42 0.00 0.00 0.00 0.00 0.00 0.00 o.oo 0.00 0.00 4.91 0.00 dev.tsf T 1.00000 T 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 [Tl Enter the Analysis TOOLS Module [P compute PEAKS and Flow Frequencies exist.tsf exist.pks [P] compute PEAKS and Flow Frequencies dev.tsf dev.pks [R] RETURN to Previous Menu [X) exit KCRTS Program pond.exc Ti 11 Forest Till Pasture Ti 11 Grass outwash Forest outwash Pasture Outwash Grass wetland Impervious Ti 11 Forest Till Pasture Till Grass outwash Forest outwash Pasture outwash Grass wetland Impervious Page 1 Fleuve des voiles & cogger Plats Runoff Cales 5/13/05 Flow Frequency Analysis Time series File:exist.tsf Project Location:sea-Tac ---Annual Flow Rate (CFS) 0. 531 0.246 0.502 0.140 0.288 0.479 0.434 0.868 Peak Flow Rates--- Rank Time of Peak 2 7 3 8 6 4 5 l 2/09/01 15:00 1/05/02 16:00 2/28/03 3: 00 8/26/04 2:00 l/05/05 8:00 1/18/06 16:00 11/24/06 4: 00 1/09/08 6: 00 computed Peaks Flow Frequency Analysis Time series File:dev.tsf Project Location:sea-Tac ---Annual Flow Rate (CFS) 1.41 1.16 l.69 l. 27 l. 52 l. 50 l. 84 2.83 Peak Flow Rates--- Rank Time of Peak 6 8 3 7 4 5 2 l 2/09/01 2: 00 l/OS/02 16:00 2/27/03 7:00 8/26/04 2: 00 10/28/04 16:00 l/18/06 16:00 10/26/06 0:00 1/09/08 6:00 computed Peaks Flow Frequency Analysis Time series File:devlS.tsf Project Location:sea-Tac ---Annual Peak Flow Rates--- Flow Rate Rank Time of Peak (CFS) 2. 34 6 8/27/01 18 00 l. 64 8 l/OS/02 1S 00 4.96 2 12/08/02 17 1S l. 88 7 8/23/04 14 30 2.76 s 11/17/04 S 00 2. 77 4 10/27 /0S 10 4S 3.25 3 10/2S/06 22 4S 7 .01 1 1/09/08 6 30 computed Peaks Q('N..·, , Ly3 (, 1fc) :u,1i IH--~ -~ (4)· · . •l'-\ 1 -li : -~, sumpks.txt -----Flow Frequency Analysis------- --Peaks --Rank Return Prob (CFS) Period 0.868 1 100.00 O.S31 2 25.00 0. S02 3 10.00 0.479 4 5.00 0.434 S 3.00 0.288 6 2.00 0.246 7 1.30 0.140 8 1.10 o. 756 50.00 0.990 0.960 0.900 0.800 0.667 o.soo 0.231 0.091 0.980 -----Flow Frequency Analysis------- --Peaks --Rank Return Prob (CFS) Period 2.83 l 100.00 l.84 2 25.00 l.69 3 10.00 1.52 4 5.00 l.SO 5 3.00 1.41 6 2.00 1.27 7 1.30 1.16 8 1.10 2.50 50.00 0.990 0.960 0.900 0.800 0.667 0. 500 0.231 0.091 0.980 -----Flow Frequency Analysis------- --Peaks --Rank Return Prob (CFS) 7.01 4.96 3.25 2. 77 2.76 2.34 l.88 l.64 6.33 Period l 100. 00 0.990 2 25 .00 0.960 3 10.00 0.900 4 s.oo 0.800 s 3.00 0.667 6 2.00 0. 500 7 l. 30 0.231 8 1.10 0.091 50.00 0.980 Q. ? Q. (o1 (-z.. 3''1) ""3 -=-1-'5' cJ,. Page 1 Fleuve des Voiles & Cogger Plats Retention/Detention Facility 5/13/05 Type of Facility: Side Slope: Pond Bottom Length: Pond Bottom Width: Pond Bottom Area: Top Area at 1 ft. FB: Effective Storage Depth: Stage O Elevation: Storage Volume: Infiltration Pond 2.00 H:lV 131.20 ft 43.73 ft 5738. sq. ft 9637. sq. ft 0.221 4.00 0.00 26692. 0.663 acres ft ft cu. ft ac-ft Vertical Permeability: 60.00 min/in Permeable Surfaces: Bottom & Sides Riser Head: 4. 00 ft Riser Diameter: 12.00 inches Nwnber of orifices: 2 full Head Pipe Orifice * Height Diameter Discharge Diameter (ft) (in) (CFS) (in) l 0.00 2.65 0.360 2 2.30 1. 66 0.122 4. 0 Top Notch Weir: None Outflow Rating Curve: None Stage Elevation Storage Discharge Percolation (ft) (ft) (cu. ft) (ac-ftJ (cfs) (cfs) 0.00 0.00 0. 0.000 0.000 0.00 0.03 0.03 173. 0.004 0.032 0 .13 0.06 0.06 346. 0.008 0.045 0 .13 0.08 0.06 461. 0. 011 0.055 0.13 0.11 0.11 635. 0.015 0.063 0.13 0.14 0 .14 610. 0.019 0.071 0 .14 0.17 0.17 966. 0.023 0.077 0 .14 0.19 0.19 1103. 0.025 0.083 0 .14 0.22 0.22 1279. 0. 029 0.069 0 .14 0.25 0.25 1457. 0.033 0.095 0 .14 0.35 0.35 2051. 0. 047 0.112 0 .14 0.45 0. 45 2654. 0. 061 0.127 0 .14 0.55 0.55 3263. 0. 075 0.141 0 .14 0. 65 0.65 3679. 0. 089 0.153 0 .14 0.75 0.75 4503. 0.103 0.164 0.15 0.65 0.85 5134. 0 .118 a .175 0.15 0. 95 0. 95 5772. 0.132 0.165 0.15 1.05 1.05 6417. 0.147 0.195 0 .15 1.15 1.15 7070. 0.162 0.204 0.15 1.25 1.25 7730. 0.177 0.212 0 .15 1.35 1.35 8397. 0 .193 0.221 0 .16 1. 45 1. 45 9072. 0.206 0 .229 0.16 1.55 1. 55 9755. 0.224 0.236 0.16 1. 65 1. 65 10444. 0.240 0.244 0.16 1. 75 1. 75 11142. 0.256 0.251 0.16 1. 85 1. 85 11847. 0. 272 0.258 0.16 1. 95 1. 95 12559. 0.288 0.265 0 .17 2.05 2.05 13279. 0.305 0 .272 0 .17 2.15 2.15 14007. 0.322 0.278 0 .17 2.25 2.25 14743. 0.338 0.285 0 .17 2. 30 2.30 15113. 0.347 0.286 0 .17 2.32 2. 32 15262. 0.350 0.290 0 .17 2.34 2.34 15411. 0.354 0.293 0 .17 2.36 2.36 15561. 0.357 0.296 0 .17 2.36 2.36 15710. 0.361 0.304 0.17 2.40 2. 40 15861. 0. 364 0.312 0 .17 2.42 2.42 16011. 0. 368 0.320 0 .17 2.44 2.44 16162. 0.371 0.330 0 .17 2.45 2.45 16237. 0.373 0.335 0 .17 2 .55 2.55 16996. 0.390 0.351 a .18 Surf Area (sq. ft) 5736. 5759. 5760. 5794. 5815. 5836. 5858. 5872. 5893. 5914. 5985. 6056. 6128. 6200. 6272. 6344. 6417. 6491. 6564. 6638. 6712. 6786. 6661. 6936. 7012. 7087. 7163. 7240. 7317. 7394. 7432. 7448. 7463. 7479. 1494. 7510. 7525. 7541. 7549. 7627. Hyd 1 2 3 4 5 6 7 8 2.65 2.75 2.85 2.95 3 .05 3. 15 3 .25 3 .35 3.45 3.55 3.65 3.75 3.85 3. 95 4.00 4 .10 4 .20 4.30 4. 40 4.50 4. 60 4.70 4.80 4. 90 5 .00 5.10 5 .20 5 .30 5 .40 5.50 5.60 5.70 5.80 5.90 6.00 Inflow 2.83 1. 42 1. 41 1. 50 1. 69 0.89 1. 16 1.27 2. 65 2.75 2. 85 2. 95 3.05 3 .15 3.25 J.35 3.45 3.55 3.65 3.75 3.85 3.95 4.00 4. 10 4.20 4. 30 4.40 4. 50 4. 60 4.70 4.80 4.90 5.00 5 .10 5.20 5.30 5.40 5.50 5.60 5.70 5.80 5.90 6.00 Outflow Target Cale *****'"'* 2.17 *"*'***** 0. 54 0.50 0.50 ***"'*'"''"" o. 50 k+**"'** 0.41 0.29 0.29 **"'**** 0.23 ******* 0.22 17762. 18537. 19319. 20109. 20907. 21713. 22528. 23350. 24180. 25018. 25865. 26719. 27582. 28453. 28892. 29775. 30667. 31567. 32476. 33393. 34318. 35252. 36194. 37145. 38104. 39072. 40049. 41034. 42028. 43031. 44042. 45062. 46092. 47129. 48176. Peak Stage 4. 31 4.01 4.00 3.96 3. 06 2.26 1. 46 1. 37 Route Time Series through Facility Inflow Time Series File:dev.tsf Outflow Time Series File:rdout 0. 408 0. 426 0.444 0.462 0.480 0.498 0. 517 0.536 0.555 0.574 0.594 0. 613 0. 633 0. 653 0.663 0.684 0.704 0. 725 0.746 0.767 0.788 0.809 0.831 0.853 0.875 o. 897 0.919 0.942 0. 965 0.988 1. 011 1. 034 1. 058 1.082 1.106 Elev 4 .31 4.01 4.00 3. 96 3.06 2.26 1. 46 1. 37 0.365 0.379 0 .391 0. 402 0. 413 0.424 0.434 0.444 0.454 0.463 0.472 0.481 0.490 0. 498 0.502 0.818 1.390 2.130 2.930 3. 220 3.480 3. 720 3. 950 4.160 4.360 4.550 4.740 4. 910 5.080 5 .250 5.400 5.560 5.710 5.850 5.990 Storage 0.18 0 .18 0.18 0.18 0 .19 0 .19 0.19 0.19 0.19 0.19 0.20 0.20 0.20 0.20 o. 20 0. 21 0.21 0.21 0 .21 0.21 0.22 0.22 0.22 0.22 0.22 0.23 0.23 0.23 0.23 0.23 0.24 0.24 0.24 0.24 0.24 (Cu-E"t) (Ac-E"t) 31616. 0.726 28986. 0.665 28885. 0.663 28537. 0. 655 21014. 0.482 14784. 0.339 9153. 0.210 8507. 0.195 Inflow/Outflow Analysis Peak Inflow Discharge: Peak Outflow Discharge: Peak Reservoir Stage: 2.83 CFS at 6:00 on Jan 9 in Year 8 2.17 CFS at 9:00 on Jan 9 in Year 8 4. 31 Ft Peak Reservoir Elev: 4. 31 Ft Peak Reservoir Storage: 31616. Cu-Ft 0. 726 Ac-Ft Flow Frequency Analysis Time Series File:rdout.tsf ProJect Location:Sea-Tac ---Annual Peak Flow Rates--- Flow Rate Rank Time of Peak iCFSl 0.502 o.:Jo c,.--iu 0.::: ~2 3 7 5 8 2/09/01 19:00 1/05102 18 :00 2/27/03 10:00 8/23/01 23 :00 -----Flow Frequency Analysis------- --Peaks --Rank Return Prob (CFS) (ftl Period 2.17 4.31 l 100.00 0.990 0.536 4.01 2 25.00 0.960 0.502 4.00 3 10.00 0.900 0. 499 3.96 5.00 0.800 7705, 7783. 7862. 7942. 8021. 8101. 8181. 8262. 8343. 8424. 8505. 8587. 8669. 8752. 8793. 8876. 8959. 9043. 9127. 9211. 9296. 9380. 9466. 9551. 9637. 9723. 9809. 9896. 9983. 10071. 10158. 1024 7. 10335. 10424. 10513. 0.285 6 1/05/05 10:00 0.414 3.06 5 3.00 0.667 0. 499 4 1/ 18 /06 22:00 0.285 2.26 6 2.00 0.500 0.536 2 11/24/06 6:00 0.230 1. 46 7 1. 30 0.231 2.17 1 1/09/08 9:00 0.222 1. 36 8 1.10 0.091 Computed Peaks 1. 63 4.23 50.00 0.980 Return Period 10 1 o rdout.pks in Sea-Tac 2 5 1? 2? • exist.pks -'.I) .1.. :.) -(I) 10° e> co C • 0 1/) :::i R __ _ • • •oo ___ _ • 10-1 __L__-~---~--~-~~-~~---~--~-~I --~~ 1 2 5 10 20 30 40 50 60 70 80 90 95 98 99 Cumulative Probability Treatment Pond Sizing Routine Project: Fleuve des Voiles & Cogger Plats Treatment Pond Date: 5/1312005 Blue represents manual entry fields Red represents calculated fields Step 1: Wetpool volume factor (f) .. '.either 3 or 4.5 f= 3 Step 2: Mean annual rainfall (R) .•. from Fig. 6.4.1.A, pg 6-69 R= 0.47 in Step 3: Runoff (Vr) ... Vr=(0.9Ai+0.25Atg+0.10Atf+0.01Ao)xR/12 Ai= 214.082 sf Atg = 105.261 sf Alf= Osf Ao= O sf Vr = 8,577 cf Step 4: Wetpool volume (Vb) ... Vb--fVr Vb= 25,731 cf Step 5: Wetpool dimensions ... Vb=h(A1+A2)12 Solve by trial & error A1 = L= 3L= h= S= A2= ·Vb= 5,450 sf 43 ft 128 ft 8 ft 2 ft 1,018 sf 25,873 cf *if Vb calculated in Step 5 < Vb from Step 4, then increase h Cell 1 must contain 25% -35% of total wetpool volume Cell 1 required volume between 6.433 and Cell 1 A1 = h= S= A2 = V= (43x44) 2,000 sf 8 ft 2 ft 162 sf 8,647 cf Drainage Cales FY.xis (Treatment Pond ) 5/1312005 Cell 2 A1 = h= S= A2= V= 9,006 cf (43x84) 3,600 sf 8 ft 2 ft 784 sf 17,536 cf "Vb= 26,183 cf I ~ /l)O ·~--. _., ,. ... "' -· ZT - "' - "' ,.,.-r; .. - " ... ,, "" 21 · - I 30 -D J1·· ... "" ' -. , - ---'--'""'--~~~&.-..192ND~ST~~.-.. -.. ---- EXISTING 1241H: SITE SF /AC): . FOREST: 4,000 (0.09) PAVEMENT: 7,064 (0.16) LANDSCAPE: 3,801 (0.09) TOTAL: 14,865 (0.34) N E8 PROPOSED 1241H: SITE SF (AC): 14,422 (0.33) 433 (0.01) 14,865 (0.34) ' \ -- r;.,r; l>.lO \ ) "'9 \ .. "' ' \ ·J .. \ I ~\ \ ·. ' l' ' ' ., \ SP4 <:;. \ I ' t '\ ~" a ' ~ \ \ ,. \~ ~ \ i \ ; . \ !:PJ ' ' " "" " -"~-i,..,-- 0 I \ \ 75 SCALE: 1" \ \ I \ 150 150 ft. 124th Avenue SE Runoff Cales Input 5/13/05 KCRTS Program ... File Directory: c:\Kc_swoM\Kc_oATA\ [C] CREATE a new Time series ST 0.09 0.00 0.000000 0.00 0.00 0.000000 0.09 0.00 0.000000 0.00 0.00 0.000000 0.00 0.00 0.000000 o.oo 0.00 0.000000 0.00 0.00 0.000000 0.16 0.00 0.000000 exist.tsf T 1.00000 T [C) CREATE a new Time Seri es ST 0.00 0.00 0.000000 o.oo o.oo 0.000000 0.01 0.00 0.000000 o.oo o.oo 0.000000 0.00 0.00 0.000000 0.00 0.00 0.000000 0.00 0.00 0.000000 0.33 0.00 0.000000 dev.tsf T 1.00000 T [TJ Enter the Analysis TOOLS Module [P compute PEAKS and Flow Frequencies exist.tsf exist.pks [P] compute PEAKS and Flow Frequencies dev.tsf dev.pks [Rl RETURN to Previous Menu [X exit KCRTS Program vault.exc Ti 11 Forest Till Pasture Ti 11 Grass outwash ·Forest outwash Pasture outwash Grass Wetland Impervious Till Forest Ti 11 Pasture Ti 11 Grass outwash Forest outwash Pasture outwash Grass wetland Impervious Page 1 124th Avenue SE Runoff Cales 5/13/05 Flow Frequency Analysis Time series File:exist.tsf Project Location:sea-Tac ---Annual Peak Flow Rates--- Flow Rate Rank Time of Peak (CFS) 0.050 5 2/09/01 2:00 0.040 8 1/05/02 16:00 0.060 3 2/27/03 7:00 0.042 7 8/26/04 2: 00 0.050 6 10/28/04 16:00 0.053 4 1/18 /06 16: 00 0.060 2 10/26/06 0:00 0.101 1 1/09/08 6:00 computed Peaks Flow Frequency Analysis Time series File:dev.tsf Project Location:sea-Tac ---Annual Flow Rate (CFS) 0.081 0.071 0.099 0.083 0.098 0.086 0.120 0.158 Peak Flow Rates--- Rank Time of Peak 7 8 3 6 4 5 2 1 2/09/01 2:00 1/05/02 16:00 12/08/02 18: 00 8/26/04 2: 00 10/28/04 16:00 1/18/06 16: 00 10/26/06 0:00 1/09/08 6:00 computed Peaks Flow Frequency Analysis Time series File:devlS.tsf Project Location:sea-Tac ---Annual Peak Flow Rates--- Flow Rate Rank Time of Peak (CFS) 0.162 6 8/27/01 18 00 0.113 8 9/17/02 17 45 0.308 2 12/08/02 17 15 0.131 7 8/23/04 14 30 0.172 5 10/28/04 16 00 0.182 4 10/27/05 10 45 0.220 3 10/2 5/06 22 45 0.406 1 1/09/08 6 30 Computed Peaks Q~ -c l/6 (o.o() -, D,O ?- sumpks.txt -----Flow Frequency Analysis------- --Peaks --Rank Return Prob (CFS) Period 0.101 1 100.00 0.990 0.060 2 25.00 0.960 0.060 3 10.00 0.900 0.053 4 5.00 0.800 0.050 5 3.00 0.667 0.050 6 2.00 0.500 0.042 7 1.30 0.231 0.040 8 1.10 0.091 0.087 50.00 0.980 -----Flow Frequency Analysis------- --Peaks --Rank Return Prob (CFS) Period 0.158 1 100.00 0.120 2 25.00 0.099 3 10.00 0.098 4 5.00 0.086 5 3.00 0.083 6 2.00 0.081 7 1.30 0.071 8 1.10 0.145 50.00 0.990 0.960 0.900 0.800 0.667 0.500 0.231 0.091 0.980 -----Flow Frequency Analysis------- --Peaks --Rank Return Prob (CFS) 0.406 0.308 0.220 0.182 0.172 0.162 0.131 0.113 0.374 Period 1 100.00 0.990 2 25.00 0.960 3 10.00 0.900 4 5.00 0.800 5 3.00 0.667 6 2.00 0.500 7 1.30 0.231 8 1.10 0.091 50.00 0.980 ()""i -= 0,191( O.l(i/1) -:. u. \ \ cF,. Page 1 124tt> Avenue SE Retention/Detention Facility 5/13/05 Type of Facility: Facility Length: Facility Width: Facility Area: Effective Storage Depth: stage O Elevation: Storage Volume: Riser Head: Riser Diameter: Number of orifices: Detention Vault 22.48 ft 22.48 ft 505. 2.00 0.00 1011. 2.00 12.00 2 sq. ft ft ft cu. ft ft inches Orifice# Height I ft) 0.00 1.50 Diameter (in) 1.14 0.73 Full Head Discharge {CFS) 0.050 0.010 Pipe Diameter (in) 1 2 Top Notch Weir: None outflow Rating Curve: None Stage {ft) 0.00 0.01 0.02 0.04 0.05 0.06 0.07 0.06 0.10 0.20 0.30 0 .40 a.so 0.60 0.70 0 .BO 0. 90 1.00 1.10 1.20 1.30 1.40 1.50 1.51 1.52 1.53 1.54 1.55 1.56 1. 66 1. 76 1.86 1. 96 2 .OD 2.10 2 .20 2.30 2.40 2.50 2. 60 2.70 2.60 2.90 3.00 3.10 3.20 Elevation {ft) Storage 0. 00 0.01 0.02 0.04 0.05 0.06 0. 07 0.08 0.10 0.20 0.30 0.40 0.50 0.60 0.70 0.80 0.90 1.00 1.10 1.20 1. 30 1. 40 1.50 1.51 1. 52 1. 53 1. 54 1. 55 1. 56 1. 66 1. 76 1. 86 1. 96 2 .00 2 .10 2.20 2.30 2. 40 2.50 2.60 2.70 2.80 2. 90 3.00 3 .10 3.20 (CU. ft) 0. 5. 10. 20. 25. 30. 35. 40. 51. 101. 152. 202. 253. 303. 354. 404. 455. sos. 556. 607. 657. 708. 756. 763. 768. 773. 778. 783. 788. 839. 890. 940. 991. 1011. 1061. 1112. 1162. 1213. 1264. 1314. 1365. 1415. 1466. 1516. 1567. 1617. (ac-ft) 0.000 0.000 0.000 0.000 0.001 0.001 0.001 0.001 0.001 0. 002 0.003 0.005 0.006 0. 007 0.008 0.009 0.010 0. 012 0.013 0. 014 0. 015 0.016 0. 017 0.018 0.018 0.018 0. 018 0. 018 0.018 0.019 0.020 0. 022 0. 023 0. 023 0. 024 0. 026 0. 027 0. 028 0. 029 0. 030 0.031 0.032 0. 034 0. 035 0.036 0. 037 4.0 Discharge {cfs) 0.000 0.004 0.005 0.007 0.008 0.009 0.009 0.010 0. 011 0.016 0.019 0.022 0.025 0.027 0.029 0.032 0.033 0.035 0.037 0 .039 0.040 0.042 0.043 0.043 0.045 0.045 0.047 0.047 0.048 0.051 0.054 0.057 0.059 0.060 0.370 0.935 1. 670 2.460 2.740 3.000 3.240 3.460 3.670 3 .860 4.050 4.220 Percolation (cfs) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3. JO 3.30 1668. 3.40 3. 40 1718. 3.50 3.50 1769. 3.60 3.60 1819. 3.70 3.70 1870. 3.80 3 .80 1921. 3.90 J.90 1971. 4.00 4.00 2022. Hyd Inflow Outflow Peak Target Cale Stage 1 0.16 ******* 0.16 2.03 2 0 .09 ******* 0.07 2.00 J 0.09 0.06 0. 06 2.00 4 0 .10 ****"'** o. 06 1. BO 5 0.08 ******* 0.05 1. 69 6 0.10 0. 05 0.05 1. 53 7 0. 07 ******* 0.03 0. 91 8 0.08 ******* 0.03 0.89 Route Time Series through Facility Inflow Time Series File:dev.tsf Outflow Time Series File:rdout Inflow/Outflow Analysis Peak Inflow Discharge: 0.158 Peak Outflow Discharge: 0.158 Peak Reservoir Stage: 2.03 Peak Reservoir Elev: 2.03 Peak Reservoir Storage: 1027. 0.024 Flow Frequency Analysis Time Series File:rdout.tsf Project Location:Sea-Tac 0.038 4.400 0.00 0.039 4.560 0.00 0.041 4. 720 0.00 0.042 4.870 0.00 0.043 5.020 0. 00 0.044 5.160 0. 00 0.045 5.310 0.00 0.046 5.440 0.00 Storage Elev {Cu-Ft) (Ac-Ft) 2.03 1027. 0.024 2.00 1012. 0:023 2.00 1011. 0.023 1. 80 908. 0.021 1. 69 856. 0.020 1.53 775. 0. 018 0.91 457. 0.011 0.89 451. 0.010 CFS at 6:00 on Jan 9 in Year 8 CFS at 7 :00 on Jan 9 in Year 8 Ft Ft Cu-Ft Ac-Ft ---Annual Peak Flow Rates--------Flow Frequency Analysis------- Flow Rate Rank Time of Peak --Peaks --Rank Return Prob (CFS) (CFS) (ft) Period 0.052 5 2/09/01 7:00 0.158 2.03 1 100.00 0.990 0.033 7 1/05/02 17:00 0 .068 2.00 2 25.00 0.960 0.055 4 2/27/03 10:00 0 .060 2.00 3 10.00 0.900 0.033 8 8/23/04 20:00 0.055 1.80 4 5.00 0.800 0.046 6 10/28/04 19:00 0.052 1. 69 5 3.00 0. 667 0.068 2 1/18/06 17:00 0.046 1. 53 6 2.00 0.500 0.060 J 11/24/06 5:00 0.033 0.90 7 1. JO 0.231 0, 158 1 1/09/08 7:00 0.033 0.89 8 1.10 0.091 Computed Peaks 0.128 2. 02 50.00 0.980 -'.I) .L :.) - 10° Return Period 51 1? 2? o rdout.pks in Sea-Tac + exist.pks 0 (I) C) 10·1--1-------------------------~---.. .... (\l .c 0 II) :l 10 1 2 • 5 10 R • ~ • O 00 0 20 30 40 50 60 70 80 Cumulative Probability ,, • • ' 90 95 98 99 Treatment Pond Sizing Routine Project: Fleuve des Voiles & Cogger Plats 124th Avenue SE Treatment Pond Date: 5/13/2005 Blue represents manual entry fields Red represents calculated fields Step 1: Wetpool volume factor (f) ... either 3 or 4.5 f= 3 Step 2: Mean annual rainfall (R) ... from Fig. 6.4.1.A, pg 6-69 R= 0.47 in Step 3: Runoff (Vr) ... Vr=(0.9Al+0.25Atg+0.10Atf+0.01Ao)xR/12 Ai= 14,422 sf Atg = 433 sf Alf= 0 sf Ao= o sf Vr= 513 cf Step 4: Wetpool volume (Vb) ... Vb=fVr Vb= 1,538 cf Step 5: Wetpool dimensions ... Vb=h(A1+A2)/2 Solve by trial & error A1= 680sf h = 4 ft S = 0.000001 ft A2 = 680 sf *Vb= 2,720 cf *if Vb calculated in Step 5 < Vb from Step 4, then increase h Drainage Cales FV.xls (Treatment Pond 124th) 511312005 ::,j,,;, ·~:.~.~--/·. 1,. ·, .. ,, .. •1,. APPENDIX E BOND QUANTITIES WORKSHEET ', , (not included in this preliminary report) RETENTION/DETENTION FACILITY SUMMARY SHEET & SKETCH DECLARATION OF COVENANT . (not included in this preliminary report) ' '''l:i-' . KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL STORMWATER FACILITY SUMMARY SHEET Development .Heuvedef Ui/eJ r1aJ5~r8.lcDate Sg.?)vc Location /22/1,,,5£ t92t,d ,Cfaek r?nbo • I , Name Name Finn Finn Address· Address Phone Phone Developed Site: Acres ,. 7</ f-0.9 S Number oflots ?CJ+ x' Number of detention facilities on site: Number of infiltration facilities on site: _J_ ponds ~----------'" I ponds __J__ vaults vaults tanks tanks Flow control provided in regional facility (give location), __________________ _ No flow control required Exemption number _______________ _ Downstream Draina2e Basms Immediate Basin A \n~c-('~,/, Basin B r \,,,~, {l-.., ,-Jr Basin C Basin D Number & type of water quality facilities on site: ___ biofiltration swale (regular/wet/ or continuous inflow?) / combined detention/WQ pond ------;-(WQ ponio~or large?) '----;> I combined detention/wetvault ___ compost filter ___ filter strip ___ flow dispersion ___ farm management plan ___ landscape management plan Ml\i or Basin ___ sand filter (basic or large?) ___ sand filter, linear (basic or large?) ___ sand filter vault (basic or large?) stormwat~and ____.l__ wetpond ~r large?) ___ wetvault ___ oil/water separator (baffie or coalescing plate?) catch basin inserts: Manufacturer ----------------------- ___ pre-settling pond ___ pre-settling structure: Manufacturer _____________ ~----- ___ flow-splitter catchbasin DESIGN INFORMATION Water Water DESIGN INFORMATION, cont'd 1998 Surface Water Design Manual TOTAL INDIVIDUAL BASIN C D INDIVIDUAL BASIN 1 9/1/98 _, KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL Drainage basin(s) A B C D Onsite area t.<~ 11:i, If Offsite area • Tvne of Storage Facilitv P11n" I/. llL Live Storage Volume 29 %97 I h1/ Predevelooed Runoff Rate 2-vear ri,?r,c, t'J,OS'() I 0-vear 0, """l. n. nr.n 100-vear n. l'.L. A' /) 1/)/ Develoned runoff rate 2-vear '· tJ I /rJ,<Jfi''? 10-vear I, ,~Q /J,09'1 100-vear z. 9'.'~ /l,/(? Tvne ofrestrictor IL.-:".,( ,,,__,£ Size oforifice/restriction No. I --- ?,[,, ..... ':.. /. JtJ No.2 , R-1.. ,,_ O, --r< No.3 No.4 FLOW CONTROL & WATER QUALITY FACILITY SUMMARY SHEET SKETCH All detention, infiltration and water quality facilities must include a sketch per the following criteria: I. Heading for the drawings should be located at the top of the sketch (top right-hand corner). The heading should contain: • North arrow (point up or to left) • D9# • Plat name or short plat number • Address (nearest) • Date drawn ( or updated) • Thomas Brothers page, grid number 2. Label CBs and MHs with the plan and profile designation. Label the control structure in writing or abbreviate with C.S. Indicate which structures provide spill control. 3. Pipes--indicate: Pipe size Pipe length Flow direction Uses single heavyweight line 4. Tanks--use a double, heavyweight line and indicate size ( diameter) 5. Access roads • Outline the limits of the road • Fill the outline with dots if the road is gravel. Label in writing if another surface. 6. Other Standard Symbols: • Bollards: • • • • • • • • • Rip rap 000000 000000 Fences --x--x---x--x-x---x--- • Ditches -D-CD-CD-CD 7. Label trash racks in writing. 8. Label all streets with the actual street sign designation. If you don't know the actual street name, consult the plat map. 9. Include easements and lot lines or tract limits when possible. 10. Arrange all the labeling or writing to read from left to right or from bottom to top with reference to a properly oriented heading_ 11. Indicate driveways or features that may impact access, maintenance or replacement 9/1/98 1998 Surface Water Design Manual .,_ soc Page I of I ® King County Road Services Divsion Department of Transportation King Street Center Certificate #: 10024 Date Issued: 05/31/05 Expiration Date: 05/31/06 201 South Jackson Street Seattle, WA 98104-0245 CERTIFICATE OF TRANSPORTATION CONCURRENCY FOR SINGLE FAMILY RESIDENCE PERMITS AND URBAN SHORT PLAT PERMITS Pursuant to King County Code, Chapter 14. 70 as amended, this certificate confirms that the level of service standard used in the Transportation Concurrency Management program has been satisfied. IMPORTANT: This certificate does not guarantee a development permit. Other transportation improvements and mitigation may be required to comply with Intersection Standards, Mitigation Payment System, King County road standards, and/or safety needs. 1. Property Location a. Property Address: 12212 SE 192nd Street b. Parcel Number: 6199000241 c. Urban or Rural: U 2. Type of Development Permit To Be Requested: USP 3. Single family -Number of Units: 6 4. This Certificate is subject to the following general conditions: a. This Certificate of Concurrency runs with the land and is transferable only to subsequent owners of the same property for the stated development, subject to the terms, conditions and expiration date listed herein. This Certificate of Concurrency is not transferable to any other property and has no commercial value. Linda Dougherty, Director, Road Services Division Department of Transportation King County, Washington ( . ® 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 ODES Staff Pre-application No. Date Receiv~ ~A~;~ !s~ [Q) (Stamp) · K.C. D.D.E.S. Please prmt: Applicant Name: CAar/es W. Spq e-r£, Date: 3/:z.1 /cxs· Address: ~83 9 Pare1-1n.;, ,4ve. /\It= Phone: z_c;~ -,!;;'26 -8'&/.P I SeQ. -f-/--Le_ ' t.</,4 q(f' //~ Fax: 2-0'--S".2-~ -~'.7 35 Project Description: ..... ~ -Lo-f-:3,/,ort"-n /qr I Permit(s) being requested: :Shorr P/ar -/?-e /J h?,, ho r v O ,.c ~/0 vi'- Project Address/Location: Parcel No(s): "' , /7~/ 2 S£ /9?,,d Sc. 0/9'7CJ6-0ZL// Renh??, w,+ Please indicate if pre-application is: 0 Land Use Feasibility ~andatory 0 Consolidated Check the box(es) regarding issues you wish to discuss: _cs Land Use Permit Issues: Subdivision I CUP/ Variances/ Reasonable Use/ PAUE 18 Site Issues: Zoning/ Setbacks I Density I Subdivision Design I Landscaping gj Site Issues: Traffic I Road Access / Road Improvement / Road Variances / Parking Layout ~ Site Issues: Drainage I Site Development I SWDM Variances & Adjustments D Shoreline Issues: Substantial Development Permit/ Permitted Uses I Shoreline Setbacks D SEPA Issues: SEPA Checklist I Off-Site Improvements/ Mitigation D Wetland/Stream Issues: Buffers / Building Setbacks / Flood Plains / Mitigation aGeotechnical Issues: Steep Slope/ Landslide I Seismic/ Coal Mine I Erosion Clearing/Grading Issues: Site Development I Clearing Restrictions I Site Restoration Building Issues: Building I Mechanical: HVAC/Energy/ Barrier-Free Standards Fire Issues: UFC I Fireflow I Access I Sprinklers I Alarms I Hazardous Materials D Health Issues: Sewer I Septic I Water I Groundwater/Noise Impacts D Other (Specify): ·--~~-·----- Check out the DOES Web site at www.metrokc.gov/ddes Land Use Pre-Application Meetings Information & Request Form lc-infreq-preap.pdf 04/27/04 Page 3of4 ,f1 Please indicate the numbers and types of representatives that will be at the pre-application meeting from your design team: Will ; 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 D 0Legal 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 ODES 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. 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 DOES at 206-296-6600. Check out the ODES Web site at www.metrokc.gov/ddes Land Use Pre-Application Meetings Information & Request Form lc-infreq-preap.pdf 04127/04 Page 4 of 4 Ravenna Development Corporation Charles Spaeth Presidelll Real Estate lnvestffl!rt and DevelopRl!!t 683Q R.t.VENNA AYE. N.E. SUITE 20 I 206.526.8481 SEATTLE. WA 98 I 15 F'A>C 206.526. 5939 P.O. Box 1787 Taylor Engineering Consultants Issaquah, WA 98027 ·0073 phone (425) 391-1415 fax (425) 391-1551 e-mail btaylor@teccivil.com William N. Taylor, P.E. Principal ® Web date· 09113/2005 KingCOunty DROP-OFF COVER SHEET FOR LUSD ONLY 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. Drop-Off Cover Sheet for Land Use Services Division ••••••••••••••••• IMPORTANT••••••••••••••••• PROJECT NUMBER AND NAME IS NECESSARY FOR ALL DROP-OFFS Project No ---"L,,,05,_,S'-"0""04"'0e.__ ____________ _ Project Name Cogger Short Plat FROM Charles Spaeth, Applicantt Company Name I Contact Person Telephone No 206-526-8481 TO Chad Tibbits DATE RECEIVED BY LUSD JD) re rr,, re n 'U/ , _ · 1·-. lJi1 lf; ~ Lt;; u ::1 l1 ., \J I JUN 2 1 2006 b K.C. D.D.E.S. ADDITIONAL INFORMATION REQUESTED BY KING COUNTY STAFF (please print) Short Plat / Plats Please specify item(s) dropped-off: 3 copies: Letter of response to ODES 5/11106 request for additional information 3 copies: Sheet P-2, (revised 6112106) showing proposed BLA between Cogger Short Plat and Fleuve des Voiles Plat Lot Line Adjustment Permit Please specify item(s) dropped-off: Right of Way Permit Please specify item(s) dropped-off: Clearing/ Grading Permit -Additional information requested. Please specify ijem(s) dropped-off: Other: MAIN FILE COPY 3 copies: Subdivision Density & Dimension Calculation worksheet: Cogger Short Plat 3 copies: Subdivision Density & Dimension Calculation worksheet: Fleuve des Voiles PLEASE NOTE: All drop-off item(s) will be logged into the computer under the project number, therefore, it is important tihat the top portion of this form is completed property before you drop-off anything. Assistance in finding a project number can be provided by speaking to a Zoning/Land Use Technician. Your cooperation is important. Thank you. Check out the DOES Web site at www.metrokc.gov/ddes KC Drop-OlfCoverSheet-LUSDOnlyFORM lg-cvs-d ropoff. pdf 09/13/2005 Page 1 of 1 June 21, 2006 Ravenna Development LLC / Charles Spaeth 6839 Ravenna Ave. NE, Seattle, WA 98115 206-526-8481 / (fax) 206-526-5939 cshaffercorpr(1:att.net Chad Tibbits Program Manager II Dept. of Development and Environmental Services 900 Oakesdale Ave. SW Renton, WA 98055 Re: Notice of Request for Additional Information or Studies, May 11, 2006 Cogger Short Plat: LUSD File No. L~O Dear Chad, This letter and its enclosures are in response to your May 11, 2006 request for additional information. DOES requests are in italics. Responses are in bold. Drainage/Roads: First Bullet Point: The conceptual drainage plan shows a conveyance system/or the 124'h Ave. SE road improvement. Please revise the conceptual plan to address the stormwater detention and water quality requirements of the SWDM Please include a detail of the proposed water quality design. These items were included in the previously submitted TIR revision dated March 29, 2006. Detention of the runoff from 124th Ave. SE is addressed via "over- detention" of other site runoff in the detention pond. See page 4 of the narrative, paragraph "Developed Site Hydrology" and the detention sizing in Appendix C, reference bypass.ts( and dsout.pks notations. Treatment of the 1241h Ave. SE runoff is provided in cartridge filter treatment catch basins -see item 8, page 2, and section "Water Quality" (Part E) on page 5 of the March 29, 2006 TIR. The cartridge filters will be fully detailed during the engineering review phase of plat approval. Second Bullet Point: The routing of the l 24'h Ave. SE (drainage) out to SE I 92nd St. constitutes a change in the natural discharge location. Please add this issue to the acijustment request that is pending. This should be accomplished by contacting Mark Bergam at 206-296-7270. lo)@ © @ Li w @ [_Q) ln} JUN 2 1 z~:·; MAIN FILE COPY This issue is being added to the Drainage Adjustment request and being submitted directly to Mark Bergam in a revised drainage adjustment "Justification" dated June 21, 2006. (See newly inserted item #2 of"Justification" attached hereto.) Third Bullet Point: The previous drainage plan showed a proposed cutoff drain along the west and south property lines. Please revise the conceptual plan to address the offi·ite flow along these property lines. No longer applicable. Originally, the cutoff drain (and redundant bypass drainage pipe system) were provided to make sure that no offsite runoff would burden the previously proposed infiltration system. Infiltration is no longer proposed and so this concern is no longer applicable. We have solicited, but not yet received, Oow data for an adjacent short plat (presumably with its own water quality and detainage system) to be developed west of our site near our northern boundary, which will connect to our plat conveyance system. Offsite flows will be taken into account for final pond orifice sizing. Bruce Whittaker and project civil engineer Bill Taylor, have discussed by telephone why a cutoff drain along the west and south property lines is no longer deemed necessary. Fourth Bullet Point: Please note that this short plat is dependent on the Fleuve Des Voiles subdivision approval and construe/ion. All comments relative to the plat also apply to the short plat. Noted Fifth Bullet Point: Please note that a drainage adjustment has been submitted for review and is pending review and approval. Noted. See response to second bullet point, above. Sixth Bullet Point: Please note that a road variance has been submitted for review and is pending review and approval. Noted Density: Please revise the site plans to provide accurate calculations for the acreage being transferred to the Cogger short Plat from the Plat of Fleuve Des Voiles with the boundary line ac{justmenl. Here provided are three copies of sheet P-2 for the Cogger Short Plat (revised 6/12/06) showing all areas from the Fleuve des Voiles plat to be incorporated into the Cogger Short Plat. Please submil a revised density calculation worksheet to reflect the changes above. Enclosed are three copies of the Subdivision Density & Dimension Calculations worksheet dated 6/8/06 showing that the proposed DLA additions to the Cogger Short Plat will allow for a total of eight lots. Also enclosed are three copies of the Subdivision Density & Dimension Calculations worksheet for the Fleuve des Voiles plat showing that Fleuve, after transferring land to Cogger through a BLA will still qualify for forty lots. Thirty-nine lots are proposed. Please note that after initial staff calculations it would appear that the short plat has exceeded the density allowed under R-6 zoning. Please revise the number of lots to meet the appropriate density for the R-6 zone or provide documentation/or the use a/Transfer Density Credits to meet the code requirements. Please see responses to first two "density" requests, above. With transfer of land to Cogger from Fleuve through a BLA Cogger qualifies for eight lots as shown on sheet P-2) Please let me know what other infonnation you may require. Sincerely, R enna Development LLC ~~>~~~ Charles Spaeth, Manager Encl: Subdivision Density & Dimension Calculations worksheet for: Cogger Short Plat Subdivision Density & Dimension Calculations worksheet for: Fleuve des Voiles Cogger Short Plat Sheet P-2, Proposed boundary line adjustments, revised 6/12/06 cc. Bruce Whittaker Justification per KCSWDM Adjustment Request: Adjustment No.L06V0040 June 21, 2006 Fallowing are 4 standard adjustments required for the proposed drainage detention system proposed for the Fleuve des Voiles Plat Application L04P0002 and Cogger Short Plat Application L05S0040. I. Standard adjustment to 2005 Manual Core Requirement #1, Discharge at the Natural Location. The project proposes to discharge project runoff to the Soos Creek wetland slightly north (upstream) of the natural location. It is impossible to retain the existing sheet flow discharge condition along the entire east property line and still comply with Core Requirement #3, Flow Control. Additionally, this scenario is preferable because strict compliance with Core Requirement#! would result in discharge to the neighboring backyards creating an unacceptable situation for the adjacent property owners. 2. Standard adjustment to 2005 Manual Core Requirement #1, Discharge at the Natural Location. The project proposes to discharge runoff from 124 th A venue SE to the Soos Creek wetland at 192nd Street, slightly south (downstream) of the natural location. It is impossible to provide treatment of runoff and retain the existing sheet flow discharge condition along the entire east side of the roadway because the edge of the roadway is at the property line and the neighboring property owner (King County Parks Department) so far will not grant a drainage easement for discharge of this runoff. 3. Standard adjustment to 2005 Manual Core Requirement #3, Flow Control. The project proposes to use Level 1 detention criteria for the entire site. The project site contains both Level 2 and Level I detention areas. The upper hillside portions are subject to Level 2 detention requirements and the lower portions to Level I. In lieu of Level 2 detention, the project proposes to tightline all runoff from the upper hillside down to a Level 1 detention pond at the base of the hill in the level I detention area. This will meet and exceed the intent of the code by removing all runoff from the erosion sensitive hillside as opposed to a controlled release as strict adherence to the code would require. 4. Standard adjustment to 2005 Manual Core Requirement #3, Flow Control. These projects propose to detain and treat runoff in a single facility located in the Fleuve des Voiles Plat property, subject to approval of a Shared Facility Plan. A shared facility will reduce the number of drainage facilities that King County will need to maintain. The two projects are adjacent and share all access and utilities. Combining stormwater is a logical extension of this concept. Note on all adjustment requests: The Fleuve des Voiles Plat is vested under the 1998 KCSWDM and the Cogger Plat must comply with the 2005 KCSWDM The existing site runoff calculations used for sizing the detention system comply with the 2005 Manual requirements for Cogger and the 1998 Manual requirements for Fleuve des Voiles. This means that the Cogger Short Plat area was modeled as fully forested for the existing conditions. The pond itself complies with the requirements of2005 KCSWDM • <® King County Department of Development and Environmental Services 900 Oakesdale Avenue SW Renton, WA 98055-1219 May 11, 2006 Charles Spaeth 6839 Ravenna Avenue NE Seattle, WA 98115 RE: Notice of Request for Additional Information or Studies Application No. L05S0040 -Gagger Short Subdivision Date Filed: August 8, 2005 Date of Complete Application: September 6, 2005 Dear Mr. Spaeth: MAIN rlLE COPY The purpose of this letter is to notify you pursuant to King County Code Title 20 that the Land Use Services Division is requesting additional information and/or studies to complete the review of your project. The information is described on the enclosed plat screening transmittal. When submitting the requested information, include a copy of the plat screening transmittal and retain a copy for your records. Provide a cover letter, which lists how each item, was addressed. Any clarification or explanation of the submittal can also be included in the cover letter. Please submit the information to: King County Dept. of Development and Environmental Services Land Use Services Division ATTN.: Chad Tibbits, Project Manager II, Current Planning Section 900 Oaksdale Avenue Southwest Renton, WA 98055-1219 If the submittal is hand delivered, submit at the address above. Your application is on "hold" from the date of this notice, until the date you are advised that the additional information satisfies this request or 14 days after the date the information has been provided. You will be notified if the Division determines that the information is insufficient. Please note that the supplemental information required after vesting of a complete application shall not affect the validity of such application. The deadline for the submittal of the necessary information is August 11, 2006. In the event you feel extenuating circumstances exist, which may justify an extension of this date, you may submit such request, in writing, for consideration by this Department. Failure to meet the deadline shall be cause for the Department to cancel or deny the application. , If possible, please submit all of the information in one package. If you have any questions, regarding the additional information or the submittal deadline, please call me at (206) 296- 7194. Cc: Kim Claussen, Project/Program Manager Ill, Current Planning Section, LUSD w/enc Bruce Whittaker, Senior Engineer, Engineering Review Section, LUSD w/enc Kris Langley, Senior Engineer, Traffic & Engineering Section, KCDOT Application File w/enc Associated Plat Application (File No. L04P0002) w/enc • ® King County Department of Development and Environmental Services Land Use Services Division 900 Oakesdale A venue Southwest Rt:nton. Washington 98055-1219 -iat Screening Transmittal . reliminary Short Plat Applicat1_,. for Cogger LUSD File No. L05S0040 Date of Information Request: May 11, 2006 Deadline for Submittal of Information: August 11, 2006 Please provide ten (10) copies of the following, unless otherwise noted. Drainage/Roads: • The conceptual drainage plan shows a conveyance system for the 124'h Ave SE road improvement. Please revise the conceptual plan to address the stormwater detention and water quality requirements of the SWDM. Please include a detail of the proposed water quality design. • The routing of the 1241 h Ave SE out to SE 192"d St constitutes a change in the natural discharge location. Please add this issue to the adjustment request that is pending. This should be accomplished by contacting Mark Bergam, at 206-296-7270. • The previous drainage plan showed a proposed cutoff drain along the west and south property lines. Please revise the conceptual plan to address the offsite flow along these property lines. • Please note that this short plat is dependent on the Flueve Des Voilve subdivision approval and construction. All comments relative to the plat also apply to the short plat. • Please note that a drainage adjustment has been submitted for review and is pending review and approval. • Please note that a road variance has been submitted for review and is pending review and approval. Density: • Please revise the site plans to provide accurate calcuations for the acreage being transferred to the Cogger Short Plat from the Plat of Flueve Des Voiles with the boundary line adjustment. • Please submit a revised density calculation worksheet to reflect the changes above. • Please note that after initial staff calculations it would appear that the short plat has exceeded the density allowed under R-6 zoning. Please revise the number of lots to meet the appropriate density for the R-6 zone or provide documentation for the use of Transfer Density Credits to meet the code requirements. Revised Preliminary Plat: Provide 15 copies of a revised preliminary short plat, as necessary, as a result of above-referenced requests for additional information. As a result of the review of the information, additional information ( studies, revisions, etc.) may be requested at a later date. Further evaluation of these issues may result in the reconfiguration and/or Joss of lots. Cogger Short Plat -L05S0040 05106 <® King County Department of Development and Environmental Services 900 Oakesdale Avenue SW Renton, WA 98055-1219 May 11, 2006 Charles Spaeth 6839 Ravenna Avenue NE Seattle, WA 98115 RE: Notice of Request for Additional Information or Studies Application No. L04P0002 -Fleuve des Voiles Subdivision (formerly Soos Creek) Date Filed: February 4, 2004 Date of Complete Application: October 1, 2004 Dear Mr. Spaeth: The purpose of this letter is to notify you pursuant to King County Code Title 20 that the Land Use Services Division is requesting additional information and/or studies to complete the review of your project. The information is described on the enclosed plat screening transmittal. When submitting the requested information, include a copy of the plat screening transmittal and retain a copy for your records. Provide a cover letter, which lists how each item, was addressed. Any clarification or explanation of the submittal can also be included in the cover letter. Please submit the information to: King County Dept. of Development and Environmental Services Land Use Services Division ATIN.: Chad Tibbits, Project Manager II, Current Planning Section 900 Oaksdale Avenue Southwest Renton, WA 98055-1219 If the submittal is hand delivered, submit at the address above. Your application is on "hold" from the date of this notice, until the date you are advised that the additional information satisfies this request or 14 days after the date the information has been provided. You will be notified if the Division determines that the information is insufficient. Please note that the supplemental information required after vesting of a complete application shall not affect the validity of such application. The deadline for the submittal of the necessary information is August 11, 2006. In the event you feel extenuating circumstances exist, which may justify an extension of this date, you may submit such request, in writing, for consideration by this Department. Failure to meet the deadline shall be cause for the Department to cancel or deny the application. If possible, please submit all of the information in one package. If you have any questions, regarding the additional information or the submittal deadline, please call me at (206) 296- 7194. Sincerel~ (&;- Ch~ P,oject/Program Mam,g" II Current Planning Section Cc: Kim Claussen, Project/Program Manager Ill, Current Planning Section, LUSD w/enc Bruce Whittaker, Senior Engineer, Engineering Review Section, LUSD w/enc Kris Langley, Senior Engineer, Traffic & Engineering Section, KCDOT Application File w/enc Short Plat Application (File No. L05S0040) w/enc LIJS-500<./-{) ® King County Departrrn:nt of Devc:lopmcnt and Environmental Services Land Use Servkes Division 900 Oakesdale Avenue Southwest Renton, Washington 98055-1219 Plat Screening Transmittal 1reliminary Plat Application o euve Des Voiles (formerly known as Soos Creek Plat) LUSD File No. L04P0002 Date of Information Request: May 11, 2006 Deadline for Submittal of Information: August 11, 2006 Please provide ten (1 O) copies of the following, unless otherwise noted. Drainage/Roads: • The conceptual drainage plan shows a conveyance system for the 1241 h Ave SE road improvement. Please revise the conceptual plan to address the stormwater detention and water quality requirements of the SWDM. Please include a detail of the proposed water quality design. • The routing of the 1241h Ave SE out to SE 192nd St constitutes a change in the natural discharge location. Please add this issue to the adjustment request that is pending. This should be accomplished by contacting Mark Bergam, at 206-296-7270. • The previous drainage plan showed a proposed cutoff drain along the west and south property lines. Please revise the conceptual plan to address the offsite flow along these property lines. • Please note that a drainage adjustment has been submitted for review and is pending review and approval. • Please note that a road variance has been submitted for review and is pending review and approval. Revised Preliminary Plat: Provide 25 copies of a revised preliminary plat, as necessary, as a result of above-referenced requests for additional information. As a result of the review of the information, additional information (studies, revisions, etc.) may be requested at a later date. Further evaluation of these issues may result in the reconfiguration and/or loss of lots. Fleuve Des Voiles (formerly Soos Creek Plat) -L04P0002 05/06 ® Web date· 0911312005 King County DROP-OFF COVER SHEET FOR LUSD ONLY 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. Drop-Off Cover Sheet for Land Use Services Division • • • • • • • • ••• • • • •• • IMPORTANT ••• • •• • • • •• • ••• • • PROJECT NUMBER AND NAME IS NECESSARY FOR ALL DROP-OFFS Project No _:L::.:Occ5.=.S0"'04'-=0-___________ _ Project Name (Sogger Short Pla0 FROM Charles Spaeth, Applicantt Company Name / Contact Person Telephone No ...:2::.:0:.::6c.:·5:.::2:.::6-=·84:..c;:8.c1 _________ _ TO Chad Tibbits DATE RECEIVED BY LUSD foJ fE (G 1E ~ \'Y [E .In·. lfil LJi MAR 3 1 2006 L . K.C. D.D.E.S. ADDITIONAL INFORMATION REQUESTED BY KING COUNTY STAFF (please print) Short Plat / Plats Please specify ttem(s) dropped-off: See Attached • Cogger Short Plat Documents and Reports here provided by Developer" Lot Line Adjustment Permit Please specify ttem(s) dropped-off: Right of Way Permit Please specify ttem(s) dropped-off: Clearing/ Grading Permit -Additional information requested. Please specify ttem(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 Zoning/Land Use Technician. Your cooperation is important. Thank you. Check out the DDES Web site at www.metrokc.gov/ddes Drop-Of!CoverSheet-LUSDOnlyFORM lg-cvs-<lropoff.pdf 09113/2005 Page 1 ol 1 • Cogger Short Plat (L05S0040) Documents and Reports here provided by the Developer: 15 Copies: Cogger Short Plat map (P-1 and P-2); dated 3/31/06 3 Copies: Cogger Short Plat Conceptual Grading and Drainage Plan and Profile (C-1) and Preliminary Water and Sanitary Sewer Main Extensions and Profile (C-2); dated 3/29/06 3 Copies: Three copies of Geotechnical Report dated March 26, 2006 by Gary A. Flowers (Licensed Engineering Geologist) and Robert Pride (Licensed Geotechnical Engineer) 3 Copies: Topographical Site Survey by Cramer Northwest Inc. (Licensed Land Surveyor) dated July 26, 2005 3 Copies: Drainage Adjustment Request and Technical Information Report regarding combined drainage plan for Fleuve des Voiles and Cogger; and the combined Fleuve des Voiles / Cogger Short Plat Recreation Plan are herewith submitted today (3/31/06) as part of the Fleuve des Voiles reports submittal package. March 31, 2006 Chad Tibbits DDES 900 Oakesdale Ave. SW Renton, WA 98055-1219 Charles Spaeth 6939 Ravenna Ave. NE, Seattle, WA 98115 206-526-8481 I (fax) 206-526-5939 cshaffercorprt1latt.net Re: Cogger Short Plat Application; Nb&~ Response to DDES Information Request of January 5, 2006 Dear Chad, MAIN FILE COPY Below you will find summary responses to each the items raised by DDES reviewers in the January 5, 2006 Information Request. In many cases reference is made to reports that address the items on your Request. A list of these documents (here submitted) can be found at the end of this letter. (DDES 1/5/06 Request comments in italics) Drainage/Roads: 1. A drainage adjustment is required to route the post-developed flows to the north into the proposed Fleuve des Voiles drainage facility. The adjustment should include a shared facility plan approval. The adjustment should also address the merging of two drainage manual requirements, 1998 manual for Fleuve des Voiles and 2005 Manual for the Cogger Short Plat. 2. Submit a conceptual drainage plan and preliminary calculations showing compliance with the appropriate drainage manual. The preliminary calculations should show adequate capacity to include both subdivisions. A Surface Water Adjustment Request (together with "Justification") is herewith submitted. It includes a request for a shared facility plan as suggested by DOES staff. This Request merges the 1998 drainage manual requirements for Flenve des Voiles and the 2005 requirements for the Cogger Short Plat. (See Item #3 on the Justification page of Surface Water Adjustment Request.) 3 copies of the Preliminary TIR revised March 29, 2006 for "Fleuve des Voiles and Cogger Plats" are here submitted with the Fleuve des Voiles materials, together with 3 copies of "Surface Water Design Manual Requirements/ Standards Adjustment Request" with "Justification" page (all prepared by Taylor Engineering Consultants) See page C-1 of Fleuve and C-1 of Cogger engineering maps showing drainage system plan. 3. The proposed property lengths abutting the proposed on-site turn-around for the proposed Lots 5 and TR-CI TR-J are inadequate for a driveway. Per the 1993 King Page 1 of4 County Road Standards (KCRS) the minimum driveway length is JO-feet and shall locate the edge of the driveway at a minimum 5-feet from the side property lines. This correction has been made. All lot frontages are now 20 feet or more. See Cogger Short Plat, P-1. 4. The proposed on-site turn-around should be revised to be consistent with the 1993 KCRS design requirements. Because 122"d Place SE is a private access tract less than 150 feet in length, KCRS turnaround standards do not apply. The Developer, however, is requesting a Road Variance to allow a cul-de-sac radius of less than 40 feet. See Road Standards Variance Request dated 3/31/06, pages 2-3. 5. Narratives in the submitted drainage report shall clearly indicate that the proposed short plat is subject to full compliance with the 2005 KCSWMM guidelines or approved a4iustment. All storm water runoff modeling is in full compliance with the 2005 KCSWMM guidelines. See Surface Water Design Manual Request dated 3/28/06 (3 copies here submitted with Fleuve des Voiles materials): Justification: Item #3. ("The Fleuve des Voiles Plat is vested under the 1998 KCSWDM and the Cogger Plat must comply with the 2005 KCSWDM. This means that the Cogger Short Plat area was modeled as fully forested for the existing conditions. The pond itself complies with the requirements of 2005 KCSWDM. ") 6. Revise the internal road design to meet the urban minor access road standard including sidewalk on one side. The sidewalk should be included in the proposed RIW Because 122•d Place SE is now clearly delineated as a private access tract less than 150 feet in length, KCRS design standards do not apply. 7. The drainage report shall be revised accordingly, and three sets of revised plans and reports shall be included with the next engineering submittal. Note that infiltration does not appear feasible for these subdivisions. Three sets of revised TIR are here submitted with Fleuve des Voiles materials. Infiltration has been removed and replaced with detention. 8. Please note that this short plat is dependent on the Fleuve des Voiles subdivision approval and construction. All comments relative to the plat also apply to the short plat. So noted. Critical Areas: Submit three (3) copies of a Geotechnical report for this Short Plat. For farther questions please contact Larry West (Earth Scientist). Three copies of Geotechnical Report dated March 26, 2006 by Gary A. Flowers (Licensed Engineering Geologist) and Robert Pride (Licensed Geotechnical Engineer) are herewith Page 2 of4 submitted. See "Project & Site Conditions" (page 1-2) for narrative regarding unregulated slopes. Recreation Space: Submit a conceptual recreation plan that indicates the type of improvements (i.e. sport court, play structure, benches, landscaping, etc) proposed within the recreation tract(s). See KCC 2 l .A.14.180(E)(2) for equipment requirements. The Recreational plan, as suggested by DOES staff, jointly serves the Fleuve des Voiles plat and the Cogger short plat. The total lot count for both projects is 47 lots X 390 sf/lot= 18,330 sf, of required recreational space. Total recreational space provided: 19,419 sf. (See two-page Fleuve des Voiles Recreation Plan) Note that two areas are marked "Tract A." One is the Cogger Short Plat recreational tract due north of the private road marked 122°d Place SE. The other Tract A is in the far northeast corner of the Fleuve des Voiles site. This is a wetland mitigation area. (Fleuve des Voiles Tracts I and J abut the northern and eastern boundaries of Cogger Tract A and are dedicated as recreation space). Walkways: Provide an inventory map (i.e. existing conditions -widths, surface type, etc.) of the walking routes to the elementary, middle school/junior high, and high schools and/or the appropriate bus stop location associated with each school. Identify any improvements necessary to provide safe walking conditions. This information was originally submitted to DOES on April 5, 2004. Ten additional copies were submitted by the Developer on September 15, 2004. It was also presented to Chad Tibbits by the Developer on January 5, 2006. Field Survey: Provide a copy of the base topographic map stamped by a Licensed Surveyor in the State of Washington. 3 copies of Topographical Site Survey by Cramer Northwest Inc. (Licensed Land Surveyor) dated July 26, 2005 are herewith submitted Non Building Tract(s): Tracts A, Band C have been identified as non-building tracts. The division does not support the creation of non-building lots or substandard lots. Please revise the plat accordingly. Non-building Tracts A, Band C have been eliminated from the Fleuve des Voiles plat. This issue will be resolved by a Boundary Line Adjustment that will be applied for in the near future. Revised Preliminary Plat: Provide 25 copies of a revised preliminary plat, as necessary, as a result of above-referenced requests for additional information. 15 revised preliminary plat maps (as per verbal instructions from Chad Tibbits) are herewith submitted. List of materials herewith submitted: 15 Copies: Cogger Short Plat map (P-1 and P-2); dated :3/31/06 Page 3 of 4 • 3 Copies: Cogger Short Plat Conceptual Grading and Drainage Plan and Profile (C-1) and Preliminary Water and Sanitary Sewer Main Extensions and Profile (C-2); dated 3/29/06 3 Copies: Three copies of Geotechnical Report dated March 26, 2006 by Gary A. Flowers (Licensed Engineering Geologist) and Robert Pride (Licensed Geotechnical Engineer) 3 Copies: Topographical Site Survey by Cramer Northwest Inc. (Licensed Land Surveyor) dated July 26, 2005 3 Copies: Drainage Adjustment Request and Technical Information Report regarding combined drainage plan for Fleuve des Voiles and Cogger; and the combined Fleuve des Voiles/ Cogger Short Plat Recreation Plan are herewith submitted today (3/31 /06) as part of the Fleuve des Voiles reports submittal package. Density Calculation: Charles Spaeth, the Developer, following a 3/22/06 telephone conversation with Chad Tibbits, has not included density calculations pending further information from DDES regarding a boundary line adjustment that will affect the square footage of the Cogger Short Plat. Density calculation to follow. Please let me know what additional information you may require. Sincerely, <?~ Charles Spaetli Cogger Short Plat Applicant Page4 of4 March 31, 2006 Chad Tibbits DDES 900 Oakesdale Ave. SW Renton, WA 98055-1219 Ravenna Development Charles Spaeth/ John Minden 6939 Ravenna Ave. NE, Seattle, WA 98115 206-526-8481 I (fax) 206-526-5939 cshaffercorp@att.net Re: Fleuve des Voiles Preliminary Plat Application Nbr. L04P0002 Response to DDES Information Requested January 5, 2006 Dear Chad, Below you will find summary responses to each the items raised by DDES reviewers in the January 5, 2006 Information Request. In many cases reference is made to reports that address the items on your Request. A list of these documents (here submitted) can be found at the end of this letter. (DDES 1/5/06 Request comments in italics) Drainage: A drainage adjustment is required from Core Requirement 1, to combine the onsite subbasins and changing sheet flow to concentrated flow. (See drainage bullet 6 to our March 17, 2004 screening letter.) Done. A drainage adjustment addresses the issue of combining subbasins and changing sheet flow to concentrated flow (see Justification page of Surface Water Adjustment Request.) Infiltration has been removed and replaced with detention. (Here submitted: 3 copies of Preliminary TIR revised March 29, 2006; together with 3 copies of "Surface Water Design Manual Requirements/ Standards Adjustment Request" with "Justification" page as prepared by Taylor Engineering Consultants) Please clarify the conceptual drainage plan, it is unclear if stormwater infiltration is still proposed. Note that infiltration does not appear to be feasible. We are concerned about the suitability of a storm water infiltration pond for this project. Based on a detailed review of the project geotechnical reports, the exploration pit soil logs and information from previous nearby projects, we are concerned about the infiltration rate, the dept to ground water during a very wet period of time and the infiltration of storm water into the toe of a slope that may not be as stable as it appears from the available site ieformation. Thus, we recommend that you seriously consider replacing the proposed infiltration pond with a detention Page 1 of6 pond. Please contact Larry West or Bruce Whittaker if you have questions regarding this recommendation. Infiltration has been removed and replaced with detention. Traffic/Roads: Please confirm that the horizontal curves on the plat street comply with the criteria in Section 2.1 OE of the KCRS, or submit and receive approval for a Variance to approve any non-standard design elements. It appears that the horizontal curves near Lots 23, 24, and 25 (for example) would require the use of the 100-foot centerline radius since the central angle of the curves is less than 7 5 degrees. Done. All curves have been redesigned to comply with Section 2.lOE of the KCRS. Please confirm that 122"" Court SE and I 23'd Place are proposed to be private access tracts. The proposed turnarounds do not meet the KCRS requirements for radius, and, since they are proposed, the deviation from the standard radius (40 feet) will need to be approved through the Variance process. Yes, 122°d Courts SE and 123rd Place SE are private access tracts. The drawings have been revised to clarify this. Because they are private access tracts less than 150 feet in length, KCRS turnaround standards do not apply. The Developer, however, is requesting a Road Variance to allow a cul-de-sac radius of less than 40 feet. See "Road Standards Variance Request" and the attached Justification (here submitted) addressing this issue on pages 2 and 3. Please show the required sight-line (stopping sight distance) for an eastbound vehicle on SE 191 51 Street on the approach to the 12 3r4[ Place SE intersection. It appears that this may require some limited additional dedication across the southern portion of proposed Lot 5. The stopping site distance is shown on Sheet P-2. As suggested, an additional area across Lot 5 is being dedicated to facilitate an unobstructed sight line. The proposed 12-foot off-set in centerlines between the proposed north and (existing) south leg of the 1241 h Ave. SEISE 192"" Street intersection will require approval through the Road Variance process. Please submit an application for a Variance to Section 2.10 of the KCRSfor this item (as well as any other non-standard design elements). Approval of the Variance, or a redesign to fally comply with the Road Standards, must occur prior to the hearing for this project. Done. A Road Variance request has been prepared and applied for (3/31/06) requesting an offset of centerlines (here submitted). Critical Areas: Page2 of6 ' Three outfalls are shown within the wetland buffer ([ract A). The outfall locations can be permitted provided they are located as far from the wetland as possible. The outfalls would be considered allowed buffer impacts and would require mitigation. The drainage plan now proposes only one Gabion cage outfall in the Tract A buffer; the outfall is located as far from the wetland as possible and still meets outfall requirements. Mitigation is offered. (See Conceptual Buffer Mitigation Plan by AC Roth Environmental Services dated March 28, 2006; page 6) To minimize buffer impacts for road construction structural retaining walls will be required for new road construction. Grading for road construction is not permitted within sensitive area tracts. Structural retaining walls have been added to the plans to eliminate any need for road grading within sensitive area tracts. Mitigation for this rockery is addressed in the Conceptual Buffer Mitigation Plan (see pages 4, 5, and 6) Utilities are not permitted within wetlands regardless of construction techniques. This activity would require a Reasonable Use Exception (RUE). The RUE would run concurrent with the plat application and would be presented at the plat hearing. An RUE is difficult to obtain for plat applications (A PA UE would also be difficult if applied for by the Utility.) Acknowledged. An alternate plan to connect the plat to sewer in the SE 192°d Street right- of-way appears feasible and is being pursued with Soos Creek Water and Sewer District. Impacts for utilities (off site sewer connection) require restoration as mitigation plus additional mitigation at a 2: 1 ratio due to temporal loss of wetland area. Underground utilities may need to be upgraded, repaired or replaced at any future time. Acknowledged. As it is no longer proposed that utilities would run under sensitive areas. This issue is no longer applicable. A portion of the area shown as biefer to be enhanced in the conceptual mitigation report is off site. Mitigation shall be on site. All mitigation is now on site. See Conceptual Buffer Mitigation Plan, pages 4, 5, and 6. A portion of the area shown as buffer addition is located west of an access driveway for the proposed detention pond. This area would not be counted as buffer addition. The area west of pond access driveway is no longer proposed as mitigation. Mitigation suggestion---remove invasive species from Tract A and plant Tract A with native trees and shrubs. Page 3 of6 Mitigation measures include removing invasive species and planting with native trees and shrubs. See Conceptual Buffer Mitigation Plan, (page 6: c. "Removal of invasive vegetation and restoration of native non-invasive vegetational structure on approximately 5,375 sf of low-value, disturbed wetland buffer immediately adjacent to the rockery.") Recreation Space: Submit a conceptual recreation plan that indicates the type of improvements (i.e. sport court, play structure, benches, landscaping, etc.) proposed within the recreation tract(s). See KCC 21 A. l 4. l 80(E)(2) for equipment requirements. The Recreational plan, as suggested by DOES staff, jointly serves the Fleuve des Voiles plat and the Cogger short plat. The total lot count for both projects is 47 lots X 390 sf/lot= 18,330 sf. of required recreational space. Total recreational space provided: 19,419 sf. (See two-page Fleuve des Voiles Recreation Plan) Note that two areas are marked "Trad A." One is the Cogger Short Plat recreational tract due north of the private road marked 122•d Place SE. The other Tract A is in the far northeast corner of the Fleuve des Voiles site. This is a wetland mitigation area. (Fleuve des Voiles Tracts I and J abut the northern and eastern boundaries of Cogger Tract A and are dedicated as recreation space). Walkways: Provide an inventory map (i.e. existing conditions -widths, surface type, etc.) of the walking routes to the elementary, middle school/junior high, and high schools and/or the appropriate bus stop location associated with each school. identify any improvements necessary to provide sefe walking conditions. This information was originally submitted to DOES on April 5, 2004. Ten additional copies were submitted by the Developer on September 15, 2004. It was also presented to Chad Tibbits by the Developer on January 5, 2006. Letter(s) of Intent: Provide a letter(s) of intent from King County Parks and other affected property owners indicating the willingness to dedicate the necessary right-of-way and construction of 1241h Ave. SE as well as additional improvements within the park (i.e. the walkway, landscaping and drainage facilities). lf these letters cannot be obtained, the plat must be redesigned. A quitclaim deed dedicating a thirty-foot strip of land to King County, (which will become the north leg of 1241b Ave. SE north of SE 192°d St.) was recorded on October 17, 2005 (Recording #20051017000210). A copy of this quitclaim deed was submitted to Chad Tibbits in January of 2006. Dedication of right-of-way by King County Parks for access to the site is not required. Field Survey: Provide a copy of the base topographic map stamped by a Licensed Surveyor in the State of Washington. Ten copies of this document were submitted to DOES on September 15, 2004. Three additional copies are herewith provided. Page 4of6 BPA: Provide a letter of intent from BP A regarding the placement of the drainage facilities, and road improvements proposed within the easement as well as the ability to dedicate the drainage tract and additional right-of-way a~ necessary. Not applicable. According to Chicago Title Insurance reports and King County Assessor's maps BPA holds no dominant easements over the Fleuve des Voiles site. Regional Utility Co"idor: Per KCC 21A.12. 140 regional utility corridor shall be contained in separate tract(s). Please revise plat to place the utility easement(s) in separate tract(s). Please also identify the tract on the face of the plat. This may result in the reconfiguration and/or loss of lots. Not applicable. According to Chicago Title Insurance reports and King County Assessor's maps there are no utility easements over the Fleuve des Voiles site. Non-Building Tract(s): Tracts H, 1 and J have been identified as non-building tracts. The division does not support the creation of non-building lots or substandard lots. Please revise the plat accordingly. Non-building Tracts H, I, and J have been eliminated from the Fleuve des Voiles plat. This issue will be resolved by a Boundary Line Adjustment to be submitted in the near future. Revised Preliminary Plat: Provide 25 copies of a revised preliminary plat, as necessary, as a result of above referenced requests for additional Information. 25 copies herewith submitted. Documents and Reports here provided by the Developer: 25 Copies: Fleuve des Voiles Civil Data and General Notes (P-1); Plat Plan (P-2); Prepared by Taylor Engineering Consultants, 3/31/06. 3 Copies: Fleuve des Voiles Conceptual Grading and Drainage Plan (C-1); Preliminary Water and Sanitary Sewer Main Extension Plan (C-2); Preliminary Road and Utilities Profiles (C-3, C- 4); 3/31/06 3 Copies: Fleuve des Voiles/ Cogger Short Plat Recreation Plan (R-1, R-2) 3 Copies: Fleuve des Voiles (labeled Soos Creek Plat) base boundary and topographical survey prepared and signed by Bentley R. Shaffer, Licensed Land Surveyor. Dated January 21, 2004. 3 Copies: Fleuve des Voiles/ Cogger Short Plat Preliminary Technical Information Report revised March 29, 2006; prepared by Taylor Engineering Consultants Page 5 of6 , 3 Copies: Fleuve des Voiles/ Cogger Short Plat: Surface Water Design Manual Requirements/ Standards Adjustment Request; together with "Justification" page; prepared by Taylor Engineering Consultants, March 28, 2006 3 Copies: Conceptual Buffer Mitigation Plan by AC Roth Environmental Services, dated March 28, 2006. 3 Copies: Fleuve des Voiles Subdivision Density & Dimension Calculations; prepared by Taylor Engineering Consultants; dated 3/29/06 1 Copy: Fleuve des Voiles and Cogger Short Plat: Road Standards Variance Request to the County Road Engineer dated March 31, 2006; including Justification and Cover letter Please let me know what other information you may require. Thank you. Sincerely, Ravenna Development ~t:~ Page 6 of6 ® King County Department of Development and Environmental Services 900 Oakesdale Avenue SW Renton, WA 98055-1219 January 5, 2006 Charles Spaeth 6839 Ravenna Avenue NE Seattle, WA 98115 RE: Notice of Request for Additional Information or Studies Application No. L04P0002 -Fleuve des Voiles Subdivision (formerly Soos Creek) Date Filed: February 4, 2004 Date of Complete Application: October 1, 2004 Dear Mr. Spaeth: The purpose of this letter is to notify you pursuant to King County Code Title 20 that the Land Use Services Division is requesting additional information and/or studies to complete the review of your project. The information is described on the enclosed plat screening transmittal. When submitting the requested information, include a copy of the plat screening transmittal and retain a copy for your records. Provide a cover letter, which lists how each item, was addressed. Any clarification or explanation of the submittal can also be included in the cover letter. Please submit the information to: King County Dept. of Development and Environmental Services Land Use Services Division ATIN.: Chad Tibbits, Project Manager II, Current Planning Section 900 Oaksdale Avenue Southwest Renton, WA 98055-1219 If the submittal is hand delivered, submit at the address above. Your application is on "hold" from the date of this notice, until the date you are advised that the additional information satisfies this request or 14 days after the date the information has been provided. You will be notified if the Division determines that the information is insufficient. Please note that the supplemental information required after vesting of a complete application shall not affect the validity of such application. The deadline for the submittal of the necessary information is April 5, 2006. In the event you feel extenuating circumstances exist, which may justify an extension of this date, you may submit such request, in writing, for consideration by this Department. Failure to meet the deadline shall be cause for the Department to cancel or deny the application. FILE COPY I If possible, please submit all of the information in one package. If you have any questions, regarding the additional information or the submittal deadline, please call me at (206) 296- 7194. Siew~ Chad Tibbits, rojecUProgram Manager II Current Planning Section Cc: Kim Claussen, ProjecUProgram Manager Ill, Current Planning Section, LUSD w/enc Bruce Whittaker, Senior Engineer, Engineering Review Section, LUSD w/enc Nick Gillen, Senior Ecologist, Critical Areas Section, LUSD w/enc Larry West, Environmental Scientist, Critical Areas Section, LUSD w/enc Kris Langley, Senior Engineer, Traffic & Engineering Section, KCDOT Application File w/enc Short Plat Application (File No. L05S0040) w/enc King County Department of Development and Environmental Services Land Use Services Division 900 Oakesdale Avenue Southwest Renton, Washington 98055-1219 Plat Screening Transmittal Preliminary Plat Applicath f Fleuve Des Voiles (formerly known as Soos Creek Plat) LUSD File No. L04P0002 Date of Information Request: January 5, 2006 Deadline for Submittal of Information: April 5, 2006 Please provide ten (10) copies of the following, unless otherwise noted. Drainage: • A drainage adjustment is required from Core Requirement 1, to combine the onsite subbasins and changing sheet flow to concentrated flow. (see drainage bullet 6 our March 17, 2004 screening letter). Please clarify the conceptual drainage plan, it is unclear if stormwater infiltration is still proposed. Note that infiltration does not appear to feasible. • We are concerned about the suitability of a storm water infiltration pond for this project. Based on a detailed review of the project geotechnical reports, the exploration pit soil logs and information from previous nearby projects, we are concerned about the infiltration rate, the depth to ground water during a very wet period of time and the infiltration of storm water into the toe of a slope that may not be as stable as it appears from the available site information. Thus, we recommend that you seriously consider replacing the proposed infiltration pond with a detention pond. Please contact Larry West at 206 296-7131 or Bruce Whittaker at 206 296-7211 if you have any questions regarding this recommendation. Traffic/Roads: • Please confirm that the horizontal curves on the plat street comply with the criteria in Section 2.1 OE of the King County Road Standards, or submit and receive approval for a Variance to approve any non- standard design elements. It appears that the horizontal curves near Lots 23, 24 and 25 (for example) would require the use of the 100-foot centerline radius since the central angle of the curves is less than 75 degrees. • Please confirm that 122"d Court SE and 123rd Place are proposed to be private access tracts. The proposed turnarounds do not meet the KCRS requirements for radius, and, since they are proposed, the deviation from the standard radius (40-feet) will need to be approved through the Variance process. • Please show the required sight-line (stopping sight distance) for an eastbound vehicle on SE 191'' Street on the approach to the 123rd Place SE intersection. It appears that this may require some limited additional dedication across the southern portion of proposed Lot 5. • The proposed 12-foot off-set in centerlines between the proposed north and (existing) south leg of the 1241ti Avenue SE/SE 192"d Street intersection will require approval through the Road Variance process. Please submit an application for a Variance to Section 2.10 of the KCRS for this item (as well as any other non-standard design elements). Approval of the Variance, or a redesign to fully comply with the Road Standards, must occur prior to the hearing for 'this project. Critical Areas: • Three outfalls are shown within the wetland buffer (Tract A). The outfall locations can be permitted provided they are located as far from the wetland as possible. The outfalls would be considered allowed buffer impacts and would require mitigation. • To minimize buffer impacts for road construction structural retaining walls will be required for new road construction. Grading for road construction is not permitted within sensitive area tracts. Fleuve Oes Voiles (fonnerly Soos Creek Plat) -L04P0002 01/06 • Utilities are not permitted within wetlands regardless of construction techniques. This activity would require a Reasonable , Exception (RUE). The RUE would ;oncurrent with the plat application and would be presenL __ t the plat hearing. An RUE is difficult LO obtain for plat applications (A PAUE would also be difficult if applied for by the Utility). • Impacts for utilities (off site sewer connection) require restoration as mitigation plus additional mitigation at a 2: 1 ratio due to temporal loss of wetland area. Under ground utilities may need to be up graded, repaired, or replaced at any future time. • A portion of the area shown as buffer to be enhanced in the conceptual mitigation report is off site. Mitigation shall be on-site. • A portion of the area shown as buffer addition is located west of an access driveway for the proposed detention pond. This area would not be counted as buffer addition. • Mitigation suggestion -remove invasive species from Tract A and plant Tract A with native trees and shrubs. To Contact Nick Gillen, Senior Ecologist with questions regarding this requirement at (206) 296-7141. Recreation Space: Submit a conceptual recreation plan that indicates the type of improvements (i.e. sport court, play structure, benches, landscaping, etc.) proposed within the recreation tract(s). See KCC 21 A.14.180(E)(2) for equipment requirements. Walkways: Provide an inventory map (i.e. existing conditions -widths, surface type, etc.) of the walking routes to the elementary, middle school/junior high, and high schools and/or the appropriate bus stop location associated with each school. Identify any improvements necessary to provide safe walking conditions. Letter(s) of Intent: Provide a letter(s) of intent from King County Parks and other affected property owners indicating the willingness to dedicate the necessary right-of-way and construction of 1241h Avenue SE as well as additional improvements within the park (i.e. the walkway, landscaping and drainage facilities). If these letter cannot be obtained, the plat must be redesigned. Field Survey: Provide a copy of the base topographic map stamped by a Licensed Surveyor in the State of Washington. BPA: Provide a letter of intent from BPA regarding the placement of the drainage facilities, and road improvements proposed within the easement as well as the ability to dedicate the drainage tract and additional right-of-way as necessary. Regional Utility Corridor: Per KCC 21A.12.140 regional utility corridor shall be contained in separate tract(s). Please revise the plat to place the utility easements(s) in separate tract(s). Please also identify the tract on the face of the plat. This may result in the reconfiguration and/or loss of lots. Non Building Tract(s): Tracts H, I and J have been identified as non building tracts. The division does not support the creation of non-building lots or substandard lots. Please revise the plat accordingly. Revised Preliminary Plat: Provide 25 copies of a revised preliminary plat, as necessary, as a result of above-referenced requests for additional information. As a result of the review of the information, additional information (studies, revisions, etc.) may be requested at a later date. Further evaluation of these issues may result in the reconfiguration and/or loss of lots. Fleuve Des Voiles (formerly Soos Creek Plat) -L04P0002 01/06 ® King County Department of Development and Environmental Services 900 Oakesdale Avenue SW Renton, WA 98055-1219 September 7, 2005 • TO: Kim Claussen, Project/Planner Manager III, Current Planning Section FM: Pat Simmons, Engineer II, Engineering Review Section Via: Ray Floren!, Engineer III,Engineering Review Section Planner: Chad Tibbits RE: Proposed Cogger Short Plat LUSD File No. L05S0040 Comments of the above project I. The contours must be based on a field survey per KCC l 9A.08. l 50(B)(2). A statement to this effect must be shown on the preliminary map. 2. This short plat should do a BLA with the adjoining plat L04P0002 to configure the existing parcel to the proposed new lots. This would eliminate the need for the Non building tracts. 3. If no Boundary Line Adjustment is apply for and approved the a statement from the developers that they will combine the tracts to make the lots buildable. ® King County Department of Development and Environmental Services 900 Oakesdale Avenue SW Renton, WA 98055-1219 January 5, 2006 Charles Spaeth 6839 Ravenna Avenue NE Seattle, WA 98115 RE: Notice of Request for Additional Information or Studies Application No. L05S0040 -Coqqer Short Subdivision Date Filed: August 8, 2005 Date of Complete Application: September 6, 2005 Dear Mr. Spaeth: The purpose of this letter is to notify you pursuant to King County Code Title 20 that the Land Use Services Division is requesting additional information and/or studies to complete the review of your project. The information is described on the enclosed plat screening transmittal. When submitting the requested information, include a copy of the plat screening transmittal and retain a copy for your records. Provide a cover letter, which lists how each item, was addressed. Any clarification or explanation of the submittal can also be included in the cover letter. Please submit the information to: King County Dept. of Development and Environmental Services Land Use Services Division ATIN.: Chad Tibbits, Project Manager 11, Current Planning Section 900 Oaksdale Avenue Southwest Renton, WA 98055-1219 If the submittal is hand delivered, submit at the address above. Your application is on "hold" from the date of this notice, until the date you are advised that the additional information satisfies this request or 14 days after the date the information has been provided. You will be notified if the Division determines that the information is insufficient. Please note that the supplemental information required after vesting of a complete application shall not affect the validity of such application. The deadline for the submittal of the necessary information is April 5, 2006. In the event you feel extenuating circumstances exist, which may justify an extension of this date, you may submit such request, in writing, for consideration by this Department. Failure to meet the deadline shall be cause for the Department to cancel or deny the application. FILE COPY@ If possible, please submit all of the information in one package. If you have any questions, regarding the additional information or the submittal deadline, please call me at (206) 296- 7194. s;,rev~ C ad Tibbits; Project/Program Manager JI Current Planning Section Cc: Kim Claussen, Project/Program Manager Ill, Current Planning Section, LUSD w/enc Bruce Whittaker, Senior Engineer, Engineering Review Section, LUSD w/enc Nick Gillen, Senior Ecologist, Critical Areas Section, LUSD w/enc Larry West, Environmental Scientist, Critical Areas Section, LUSD w/enc Kris Langley, Senior Engineer, Traffic & Engineering Section, KCDOT Application File w/enc Associated Plat Application (File No. L04P0002) w/enc ' ® King Councy Department of Development and Environmental Services Land Use Services Division 900 Oakesdale Avenue Southwest Renton. Washington 98055-1219 Plat Screening Transmittal Preliminary Short Plat Applic.. ,n for Cogger LUSD File No. L05S0040 Date of Information Request: January 5, 2006 Deadline for Submittal of Information: April 5, 2006 Please provide ten (10) copies of the following, unless otherwise noted. Drainage/Roads: 1. A drainage adjustment is required to route the post-developed flows to the north into the proposed Fleuve Des Voiles drainage facility. The adjustment should include a shared facility plan approval. The adjustment should also address the merging of two drainage manual requirements, 1998 manual for Flueve Des Voiles and 2005 Manual for the Cogger Short Plat. 2. Submit a conceptual drainage plan and preliminary calculations showing compliance with the appropriate drainage manual. The preliminary calculations should show adequate capacity to include both subdivisions. 3. The proposed property lengths abutting the proposed on-site turn-around for the proposed Jots 5 and TR-C/TR-J are inadequate for a driveway. Per the 1993 King County Road Standards (KCRS), the minimum driveway length is 10-feet and shall locate the edge of the driveway at a minimum 5-feet from the side property lines. 4. The proposed on-site turn-around should be revised to be consistent with the 1993 KCRS design requirements. 5. Narratives in the submitted drainage report shall clearly indicate that the proposed short plat is subject to full compliance with the 2005 KCSWDM guidelines or approved adjustment. 6. Revise the internal road design to meet the urban minor access road standard including sidewalk on one side. The sidewalk should be included in the proposed R/W. 7. The drainage report shall be revised accordingly, and three sets of revised plans and reports shall be included with the next engineering submittal. Note that infiltration does not appear feasible for these subdivisions. 8. Please note that this short plat is dependent on the Flueve Des Voilve subdivision approval and construction. All comments relative to the plat also apply to the short plat. Critical Areas: Submit three (5) copies of a Geotechnical report for this Short Plat. For further questions please contact Larry West (Earth Scientist) at (206) 296-7131. Recreation Space: Submit a conceptual recreation plan that indicates the type of improvements (i.e. sport court, play structure, benches, landscaping, etc.) proposed within the recreation tract(s). See KCC 21A.14.180(E)(2) for equipment requirements. Walkways: Provide an inventory map (i.e. existing conditions -widths, surface type, etc.) of the walking routes to the elementary, middle school/junior high, and high schools and/or the appropriate bus stop location associated with each school. Identify any improvements necessary to provide safe walking conditions. Field Survey: Provide a copy of the base topographic map stamped by a Licensed Surveyor in the State of Washington. Cogger Short Plat -L05S0040 01/06 Non Building Tract(s): Tracts and C have been identified as non-b .,ng tracts. The division does not support the creation of non-building lots or substandard lots. Please revise the short plat accordingly. Revised Preliminary Plat: Provide 25 copies of a revised preliminary plat, as necessary, as a result of above-referenced requests for additional information. As a result of the review of the information, additional information (studies, revisions, etc.) may be requested at a later date. Further evaluation of these issues may result in the reconfiguration and/or loss of lots. Gagger Short Plat -L05S0040 01106 ® King County Department of Development and Environmental Services 900 Oakesdale Avenue Southwest Renton, WA 98055-1219 September 15, 2005 Charles Spaeth 6839 Ravenna Avenue NE Seattle, WA 98115 RE: Notice of Complete Application for Application Time Periods Application No. LOSS0040 Date Filed: August 8, 2005 Dear Mr. Spaeth: The purpose of this letter is to notify you that on September 6, 2005, tbe 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 Ordinance 12196. Supplemental information may be requested by the Division, as necessary, for the continued review of your application. Our goal is to process your applications 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 time line 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 contact me at (206) 296-7194. . SincerelY. &~ LUSD,~~ Cc: Kim Claussen, Program/Project Manager Ill, Current Planning Section, LUSD, ODES Application File MAIN FILE coPV J I ® King County REQUESl 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:August12,2005 TO: Renton School District FM: Kim Claussen, Program/Project Manager Ill RE: Proposed Short Subdivision LUSD File No: L05S0040 -Cogger 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 August 8 1 2005. In order for us to adequately evaluate this proposal, provide the most accurate information to the public, and for LUSD to serve the School District better, please provide us with the following information: Which schools do you anticipate the students living in this subdivision would attend? Elementary _________________________ _ Jr. High/Middle _______________________ _ Sr. High. __________________________ _ Will the students walk or be bussed to these schools? Elementary _________________________ _ 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 September 16, 2005 to the address below. If you have questions regarding this proposal, please call Kim Claussen at 206-296-7167. Thank you very much. King County Department of Development and Environmental Services Land Use Services Division ATTN: Chad Tibbits, Project Manager II 900 Oakesdale Avenue Southwest Renton, WA 98055-1219 MAIN FILE coPY February 21, 2007 James Sanders Lisa Dinsmore Charles W. Spaeth 6839 Ravenna Ave. NE, Seattle, WA 98115 206-526-8481 I (fax) 206-526-5939 cshaffercorp@att.net Dept. of Development and Environmental Services 900 Oakesdale Ave. SW Renton, WA 98055-1219 J MAIN FILE COPY Re: Preliminary Approval for Short Subdivision: L05S0040 (Cogger Short Plat) Request for clarification Dear Mr. Sal)ders and Ms. Dinsmore: I am in receipt ofDDES's "Report and Decision Short Subdivision File No. L05S0040"(the "Report"), together with your February 16, 2007 Jetter. I wish to clarify a boundary line adjustment issue. The map on the reverse side of page 7 of the Report is outdated and inaccurate. On June 21, 2006 Chad Tibbits received three copies of the attached sheet P-2 (revised 6/12/06; Project: Fleuve des Voiles) setting forth a proposed boundary line adjustment (BLA) between the Cogger short plat and the adjacent Fleuve des Voiles subdivision (see attached "Drop off Cover Sheet" dated June 21.). The drop off sheet under "Other" also indicates that density calculation worksheets for both the Cogger short plat and the Fleuve des Voiles subdivision-based on this proposed BLA-were dropped off to Chad at that time. (The BLA application [L06L0093] was subsequently submitted on Sept. 18, 2006. The application documentation is complete and is expected to be approved as soon as a house built on the boundary is demolished. Contact Jack Kenney for further information.) A small version of the 6/12/06 revision of Sheet P-2 showing the BLA boundaries is attached. For the record, this detail of the Cogger short plat, circled in red ink. is the plat map that should appear on the reverse side of page 7 of the Report. It is possible, because the larger versions of Sheet P-2 given to Chad carried the project label "Fleuve des Voiles," that the P-2 sheets he was given ended up in the Fleuve des Voiles file, leaving only the outdated Cogger/Fleuve BLA information in the Cogger file. Please contact me if the information presented here is unclear. I would hope I would not be charged staff time to correct this problem not of my making. cc. Chad Tibbits, Bruce Whittaker, Kim Claussen Sincerely, ~.a.t&-p--"'\~~~ Charles Spae !i" Iii / / I ., ------~----------/r. __ --c:-.~ - I '.' ~, l • -· ,_ ' I ' ' ' i ' ' I C\I ' I I I I a.. l I ..-.-,..._, ~p~~~-,~ : ~ ' . ' I I ' ' ---~ • i~ !I -------·---- /®' Web date: 09/13/2005 King County DROP-OFF COVER SHEET FOR LUSD ONLY Department of Development and Environmental Services Land Use Services Division 900 Oakesdale Avenue Southwest Renton, Washington 98055-1219 206-296-6600 nv 206-200-1211 For alternate formats, call 206-296-6600. Drop-Off Cover Sheet for Land Use Services Division ••••••••••••••••• IMPORTANT••••••••••••••••• PROJECT NUMBER AND NAME IS NECESSARY FOR ALL DROP-OFFS Project No -=L05S""""'0040=~------------- Project Name Cogger Short Plat FROM Chartes Spaeth, Applicant! Company Name / Contact Person Telephone No 206-526-8481 TO Chad llbbits DATE RECEIVED BY LUSD 'p : • ' /\ • .. .iUh! A( ... ADDITIONAL INFORMATION REQUESTED BY KING COUNTY STAFF (please print) Short Plat / Plats Please specify item(s) dropped-off: 3 copies: Letter of nesponse to ODES 5/11 /06 request for additional infonnalion 3 copies: Sheet P-2, (revised 6/12/06) showing proposed BLA between Cogger Short Plat and Fleuve des Voiles Plat Lot Line Adjustment Permit Please specify item(s) dropped-off: Right of Way Permit Please specify ltem(s) dropped-off: Clearing / Grading Parmlt-Additional information requested. Please specify item(s) dropped-off: Other: 3 copies: Subdivision Density & Dimension Calculation worksheet Cogger Short Plat 3 copies: Subdivision Density & Dimension Calculation worksheet: Fleuve des Voiles 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 property before you drop-off anything. Assistance in finding a project number can be provided by speaking to a Zoning/Land Use Technician. Your cooperation is important. Thank you. Check out the OOl!S Web site at www.metrokc.gov/ddes KC Orop-OffCoverSheet-LUSDOnlyFORM lg-cvs-dropoff.pdf 09/13/2005 Page 1 of 1 ® King County Department of Development and Environmental Services 900 Oakesdale Avenue SW Renton, WA 98055-1219 l\llay 7, 2007 Charles Spaeth 6839 Ravenna Avenue NE Seattle, WA 98115 RE: Cogger Short Plat (DDES File No. L05S0040) Revision Activity Dear Mr. Spaeth: The Subdivision Technical Committee has reviewed your revised short plat of Cogger and finds that the proposal is minor and within the spirit and intent of the preliminary approval. Based upon our findings and the information received May 2, 2007, approval is granted to the revised preliminary short plat received May 2, 2007, subject to all original conditions of approval. Enclosed is a copy of the approved revision for your records. If you have any questions, please call me at (206) 296-7194. s~~- Chad~rojecVProgram Manager II Current Planning Section Cc: Curt Foster, Senior Engineer, Engineering Review Section w/enc Lisa Dinsmore, Current Planning Supervisor, w/enc Kim Claussen, ProjecUProgram Manager Ill, Current Planning Section w/enc Ray Floren!, Senior Engineer, Engineering Review Section w/enc Steve Townsend, P.E., Supervising Engineer, Development Inspection Section w/enc Joanne Carlson, AS II, Engineering Review Section, LUSD w/enc Filew/enc - May 2, 2007 Chad Tibbits DDES Charles Spaeth / Ravenna Development 6839 Ravenna Ave. NE, Seattle, WA 98115 206-526-8481 / (fax) 206-526-5939 cshaffercorp(a)comcast.net 900 Oakesdale Ave. SW Renton, WA 98055 Re: Request for revision of the Cogger Short Plat #L05S0040 Per Lot Line Adjustment #L06L0093 Chad, Enclosed, you will find one copy of the Lot Line Adjustment referenced above (Recording #20070419900019), and five copies ofCogger short plat sheets P-1, P-2, C-1, C-2 as requested by Lisa Dinsmore in her email to me of 4/26/07, attached. You are hereby requested to revise the preliminary short plat approval to conform to the new boundaries as reflected on the Lot Line Adjustment. Per Ms. Dinsmore's 4/26/07 email, I understand that no administrative/review time will be charged for processing this revision to the short plat. You will notice that the enclosed Cogger short plat sheets show a revision on 2/22/07. This is because I requested that my engineer put the correct ( angled) intersection configuration (SE l 92"d & 124th Ave. SE) on the plans that had previously reflected the old ( offset) intersection configuration. The lot line adjustment information is identical to that which you received on 6/12/06. All the enclosed lot line adjustment plans here enclosed are consistent with the information that already appears on the "DESCRIPTION OF THE PROPOSED SHORT SUBDIVISION" paragraph of the "REPORT AND DECISION". The "Lot Layout Plan" that appears on the last page of the existing REPORT AND DECISION is now obsolete and should be revised. Please contact me if you have any. ~e~im ow~. ' e additional information. ~~ ~ \~. IJ \~ .~1_!21 . ~~l.i V r,\' 0 ·• 2,iL I Smcerely, K. c. o.o.E s~~~~d...:__ Charles ipaeth cc. Lisa Dinsmore MAIN FILE COPY ® Web date· 09/13/2005 King County Department of Development and Environmental Services Land Use Services Division DROP-OFF COVER SHEET FOR LUSD ONLY 900 Oakesdale Avenue Southwest Renton, Washington 98056-1219 206-296-6600 TIY 206-296-7217 For alternate formats, call 206-296-6600. Drop-Off Cover Sheet for Land Use Services Division ••••••••••••••••• IMPORTANT••••••••••••••••• PROJECT NUMBER AND NAME IS NECESSARY FOR ALL DROP-OFFS Project No _L=0580040~~~------------- Project Name Cogger Short Plat FROM Chanes Spaeth, Applicant Company Name / Contact Person Telephone No 206-526-8481 TO Chad Tibblts DATE RECEIVED BY LUSD ~ lE cc rE r \4 ri~ TI) MAY O 2 2007 -- K.C. D.D.E.S. ADDITIONAL INFORMATION REQUESTED BY KING COUNTY STAFF (please print) Short Plat / Plats Please specify item(s) dropped-off: Five (5) sets of Cogger Short Plat sheets P-1, P-2, C-1, C-2 (Conference Set revised 2l'l2./07) showing Lot Line Adjustment #L06L0093 Lot Line Adjustment Pennit Please specify item(s) dropped-off: One (1) set of 2-page Lot Line Adjustment #L06L0093 (Recording# 20070419900019) Right of Way Pennlt Please specify item(s) dropped-off: Clearing/ Grading Pennlt -Additional information requested. Please specify item(s) dropped-off: Other: Cover letter dated 5/2/07 to Chad Tibbits re: Cogger Short Plat revision and Lot Line adjustment; cc. Lisa Dinsmore 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 Zoning/Land Use Technician. Your cooperation is important. Thank you. Check out the DDES Web site at www.metrokc.gov/ddes ~--·" --/tit Page 1 of 1 z, Charles Spaeth From: Sent: To: Cc: Dinsmore, Lisa [Lisa.Dinsmore@METROKC.GOV] Thursday, April 26, 2007 2:34 PM Charles Spaeth Tibbits, Chad; Sanders, Jim Subject: RE: C. Spaeth re: Cogger short plat (L05S0040) BLA Mr. Spaeth, I have discussed your question of 'where do we go from here' with several people in our section. The conclusion is that once the boundary line adjustment (BLA) is recorded, a revised short plat is needed. The purpose of this is to clarify the actual lot layout so that when engineering plans are submitted, the review engineer will know what tot layout was approved. For the revision, we need 1 copy of the recorded BLA, 5 copies of the revised site plan and a cover letter explaining the revision. Normally a fee is required, though in this case, it will not be. Please submit the packet of information attention to Chad Tibbits. He will process the revision, resulting in a letter to you that will most likely state that the revision is approved. The site plan with the revised tot layout will then be used by the Engineering Group in their subsequent review of any road and drainage plans. I hope that this addresses your question. Lisa Dinsmore From: Sent: To: Subject: Ms. Dinsmore, Charles Spaeth (mailto:cshaffercorp@comcast.netl Wednesday, April 25, 2007 9: 57 AM Dtnsmore, Lisa RE: C. Spaeth re: Cogger short plat (LOSS0040) Bl.A Thanks very much for your response. I will look forward to hearing from you on or before Friday. Best regards, Charles Spaeth ----Original Message---- From: Dinsmore, Lisa(mailto:Lisa.Dinsmore@METROKC.GOVJ Sent: Wednesday, April 25, 2007 9:46 AM To: Olarles Spaeth Subject: RE: C. Spaeth re: Cogger short plat (L05S0040) BIA Mr. Spaeth, I need to consult with Jim Sanders in our office before I send you a reply; he is on vacation until tomorrow. I will respond to you tomorrow or Friday. Lisa Dinsmore From: Sent: To: Subject: Olarles Spaeth [mailto:cshaffercorp@comcast.net] Wednesday, April 25, 2007 8:35 AM Dinsmore, Lisa RE: C. Spaeth re: Cogger short plat (L05S0040) Bl.A Ms. Dinsmore, Please update me regarding the best way lo resolve the situatio~!M@~ij 4;(1~:!ffili Thank-you. lii} ···, :_I ' •,.:: / ', ;· Best regards, Charles Spaeth --Original M~- From: Dinsmore, Lisa [mailto:Lisa.Dinsmore@METROKC.GOV) 1 Sent: Friday, April 20, 2007 11:54 AM To: Olaries Spaeth Subject: RE: C. Spaeth re: Cogger short plat (LOSS0040) BIA Charles, I am looking into this and will respond early next week. Lisa Dinsmore From: Olaries Spaeth [mailto:cshaffercarp@camcast.net) Sent: Wednesday, April 18, 2007 5:15 PM To: Dinsmore, Usa Cc: Sanders, Jim; De-En Lang Subject: c. Spaeth re: Cogger short plat (LOSS0040) BIA Dear Ms. Dinsmore, I am writing in response to your letter to me of March 2, 2007 (RE: 105S0040 • Request for Clarification) which was a response to my February 21, 2007 letter to you and James Sanders regarding the Cogger short plat. I recently contacted Chad Tibbits regarding the Cogger short plat and was told that since the issuance of the preliminary approval he is no longer involved with it. He referred me to Curt Foster. I spoke with Mr. Foster this morning who, I understand, has been assigned to review the final engineering application, whenever that is made. Being an engineer, however, not a land use coordinator, he has little knowledge ofland use issues in general, and certainly knows nothing about the history of the Cogger short plat in particular. That is why I am again addressing this correspondence to you. I was very surprised when I received DDES's "Report and Decision" approving the preliminary short plat application for the Cogger short plat referenced above. It was this "Report and Decision" that prompted my 2/21/07 letter. It had always been my understanding with Chad Tibbits that the Cogger short plat application would be kept open pending the completion of a boundary line adjustment (Application # 10610093; applied for 9/18/06) between the short plat (land recipient) and the adjacent Fleuve des Voiles subdivision (land donor) which I also control. Chad was officially aware on June 21, 2006 (and unofficially aware prior to that) that a B1A application would be submitted. It was on that date that I submitted a response to his May 11, 2006 "Request for Additional Information" regarding the Cogger short plat. His request included the following two items: "Density: Please revise the site plans to provide accurate calculations for the acreage being transferred to the Cogger short plat from the Plat of Fleuve Des Voiles with the boundary line aqjustment. " From my response of6/21/06: "Here provided are three copies of sheet P-2 for the Cogger Short Plat (revised 6/12/06) showing all areas from the Fleuve des Voiles plat to be incorporated into the Cogger Short Plat." "Please submit a revised density calculation worksheet to reflect the changes above." From my response of6/21/06: "Enclosed are three copies of the Subdivision Density & Dimension Calculations worksheet dated 6/8/06 showing that the proposed BLA additions to the Cogger Short Plat will allow for a total of eight lots." If there was any question that Chad was somehow unaware of the proposed B1A the 2 following should be noted: a) The Density Calculation referenced above uses a site area of 1.25 acres, the size the Cogger short plat will be following the completion of the BLA; b) It is this same 1.25 acres that allows for the short plat to contain eight lots rather than seven; And most significantly: c) On page I of the February 16, 2007 Report and Decision under "A. DESCRIPTION OF THE PROPOSED SHORT SUBDIVISION" the 1.25 acres is cited; the eight Jots are cited; and the last line under the heading reads: "The short plat was revised and submitted on June 21, 2006 to reflect a boundary line adjustment along Lots 6, 7, and 8." The language contained under the DESCRIPTION OF THE PROPOSED SUBDIVISION heading of the Report and Decision is clearly at odds with the Report and Decision's plat map that does not reflect the BLA infomation submitted 6/21/07. It was this discrepancy that prompted the writing of my February 21, 2007 letter to you and Jim Sanders requesting that the Report and Decision be amended to include the appropriate plat map. Where do we go from here? In your March 2 letter you state that "you will be required to formally request a revision to your preliminary approval to this office. The revision should incorporate the changes made to the BLA after it is approved." The current status of the BLA is that it is expected to record within the next seven days per an email from Jack Kenney this morning (4/18). Since Chad was fully aware of the pending BLA in June of 2006, and he incorporated the the results of the pending BLA in the Report and Decision, I fail to understand why I should now be required to submit a formal request to revise the short plat. Chad Tibbits should have delayed the short plat's preliminary approval--as he told me he would--until after the BLA was complete. I should not be having to request a revision. If, in light of the above, a formal request for a revision to the preliminary approval is still required, I hereby request such a revision based on the BLA information currently in your files. Please advise. Respectfully, Charles Spaeth Applicant--Cogger Short Plat 3 a: w "' :i:: :::, z w ..J -.. w ® King County Department of Development and Environmental Services !:JOO Oakf'scfale Awnue Soutim'Csl Renton, \\'A 98055·1219 D.-t:· s·· . -, 'a,\. ·.•• • . ,,;: "*""i .., __ ,.....,. ~-"""' ,,.,,.,,z,.:,;s, ""'""""""" MEMORANDUM FROM: Site Investigator_ BETH Cl-\:ESt-J J:£R TO: Engineer J1A7-EN f±AJDAf2._ (ens) RE: Field Check Observations I. PROJECT NUMBER //NAME L[)5 5 OOYD _ CilibEJs. I Date '1· 30-S F1aD CJ· "2.lo· 5 Address/Location 1'2.2\2 SE 192nd $1 Related Project # / Name _,_A...Ll,.,OL$""-2P-'-M__u_l =-Lj._,.(o{L ___ -\,(-'L...,_OLY::...u..P__,(X)=~o=z,_.,)1----- Thomas Map Page (new) ____ _ Thomas Guide Page (old) ______ _ jc l. SYNOPSIS OF PROPOSAL 0 u 0 w '-' '5 LOT SP,,, ON 0.'13> ACRES OF Q-(o-SO AS f(W S-~TloN OF PRDPOSBD PLA, FLEV\IE DES \JO\ L~S LOL\'POCQ2. Ll:::\:DA W 6:I:EJZ Q\J ALI T'( SIERRA FILE INFORMATION Parcel#(s)0199COQ'2'-I \' S-T-R SW 33,1.3-DS Kroll Map (o()5 vJ Acres, Feet' o. q3 A Current Zoning _ _,_R-'--'-<.o"""----'s ........ o.,__ __ Community Plan 'SC:C>5 C-1<,EE)(, Comprehensive Plan --=U:..:.m..:....:.. __________________ _ Limited Text Entry SC... · P3, 50 · 2 '2.Q PAGE I 4. SENSITIVE AREAS INFORMATION MAP FOLIO PAGE# S!TECQNTAfNS SITE ABUTS YES NO YES NO COMMENTS • Wetlands ____ 0 0 DD Wetland# _____ Wetland Class ____ Drainage Basin --------- Sub Basin ____________________ Criticol Basin? [iJ ffil • Streams ___ o IZl DD Stream Closs _____ Stream Nome ----------------- • I 00-year Floodplain _0 [ZJ_O D • Erosion Hazard --CZ! o_o D • Landslide Hazard _0 [Z]_O D • Seismic Hazard __ 0 [2]_0 D • Coal Mine Hazard _0 (ZJ __ o D • Other known SA's _0 (ZJ_O D Class I or 2 Stream or Class I Wetland within one mile downstream of project site? YES SOOS cQ~ FEMA FIRM number ________________ In FEMA Floodplain? [iJ ffiJ Soils Mapped ' Map# _____ _ Best available Topographical Map---------'---------------- S. SITE DESCRIPTION MATCHES T.I.R. DESCRIPTION! OF " WCC;O c tb PP E?D" · (C:>\/ l:£ . ::D:-1: S s llF C..u@g_ffi, Y Accesses OFF n-+E. S'Q-;8P r±ILL OF SE \9'2.rtdsr. PA GE 1 6. EXISTING SITE FEATURES Unmapped Sensitive Areas: -~N~O~N~E~_S=£el'J=·~~--------------- Soils types seen and evidence of soil movement, slides, slumps, erosion, or deposition: ------- NO so11< nwm1taJI: sE'E?}J Existing Utilities (hydrants, signs, poles, etc.) shown on site plan?_~Y~~~S~---------- Wildlife and habitats: SO!:Jb'.B) e.Q "S.. Water Wells: \:::4CWE, ~ Work started on site? _ _,__,,.,O=-------------------------- Closed depression >5000 .feet'? C!J i)l'l Steep slopes? i;tJ' @ · tvQ[ D\/EQ,, l ~' "TALL 7. DRAINAGE Drainage complaint records 5~ A:TI:AU:tel) 61 S Proposal will add >5000ft' of new impervious surface? 00 l!!l Approximate Area ______ _ Proposal will collect and concentrate surface and storm water runoff from an upland and site drainage area of over 5000 ft'? Ir] l!!l Approximate Area ______ _ ' Upland Drainage Basin (draining directly onto site): ------------------ On-site Drainage: S n::E 'DQ,AJ NS EAST Downstream Drainage (minimum I /4 mile distance): ------------------ 11:J:£ 5 ITE Pl,.ow s eA:s:c 0/ ER 'SLOP ES 0"-1 l r,.J $COS C e 81:::-:::X.. PAGE 3 8. EXISTING ROAD NETWORK On-site Roads E;n2,MJ 5L og1 VE Adjacent Roads SE l CJ2nel 'ST Closest Transit Stop----------------------- 8. ESTIMATE OF PROJECT IMPACTS ON SOIL AND WATER 9. ADDITIONAL COMMENTS Fu1Vf2.E L.OTS COHBt 1'1ED l N SCOS C!-2.EE)(. PLAT EvI\D2..E :D2-.Aa:::s \ 1)\LL ELlM!lvATE c__ugg.81-JT OU TI±ts \?::u..)\:t I } ~ q j PA GE 4 10 CONSTRUCTION SIGNS WITHIN SOO FEET AND ADJACENT USE 11 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: SKETCHEO BY: SCALE Notes:----------------------------- I"= ___ _ 0 PAGE & 'ROJECT: jL05S0040 Status: JPENDING Date: ]08/08/2005 Location:JSE, S\IJ, 33, 23N, 5E APPUCANT:]SPAETH, CHARLES DDE elate MEN Status: iiiillifii ~ Plat Name: jCOGGER SHORT SUBDIVISION Descr:b Parcel No:r:ls""19900-==-0'""2"'"41===- Location: ISE, SW, 33, 23N, 5E C~y /Zip: Owner. ""IP0"".""1N""TE=R=E,..,.L""Es"'t""1E,..,G"'"tM""· =1c"'.H""'AE=L""'J-.---- Applicant !SPAETH, CHARLES Planner. ]CTIB Rev. Engr.:j ... cr=o--s-- o ccupancy: Jo. 93 Amount Paid: 1$12,59422 Balance Due: j$0.00 Develop: ~ Complete:f10 No.of Lots: '""'j 5-- Applied: ]08/08/2005 Deemed Complete:]09/06/2005 Vested: 109/06/2005 SEPA fY' /N):f;> SEPA TD:I 1_1 _1_ Open Heaiing: i_/ _/_ Decision:I_/_/_ E>epires:j_/_/_ Recorded:L/_/_ Complete:(_/_/_ Last Status Change: jOS/16/2005 Entered by: !TRIPLETTS Date Entered:jOS/08/2005 u•ut~ LI--------------------. ODES Hor 1E [·, p!r ed Appf1t.,5tlon:; Friday, Sep 23, 2005 08:36 AM Parcel Number Situs Address Pooal City Owner's Name « < «ldentilic;ation lnfomiation> > » > ll\l~00-024l . ,~,~ Status · iiiFM 112212 SE 192ND ST ««<Location Information»»> 1 /4·Sec-T l'lf)>Rng !SW-33-23·05 Rel.No. Plat Name !NORTHWESTERN GARDEN TRACTS DIV NO. 0 Lot No. h 2 Blk No . ...---- Ae1es I 0.93 Sq. Ft. I 40,500 Krol Pg )605 Engr Map No. ,.....---- T raf6c Mil. Zone School District Fire District Water Dishict Sewer District Vol./Pg. 1047 /090 '"""""="-,--,-----CIA: IGREEN420 1342 I 403 (R enlon) j40 ]Soos Creek )Soos Creek Friday, Sep 23, 2005 08:51 AM Jumdiction Date Entered Last Update 111 /23/1998 I osn 5/2000 . <««Development Information>»» Zone 1 IR.s-so Zone2 .----------- Zone3 Zoning Effective Date: Land Use Code CompJehensive Plan Community Plan Public Water Avail? Public Sewer Avail? Vacanc.11 Code 1.•.•.·.•.•.•,.•.·.•.···1·. <·.•.·.···· '"(''"' ,,,,,,,,, --- Parcel Number: 6199000241 Taxpayer: COGGER TIM Annexation: NIA Jurisdiction: Unincorporated King County Situs Address: 12212 SE 192ND ST Postal City: Renton, 98058 Plat Name NORTHWESTERN GARDEN TRACTS DIV NO. 0 Rec: nil Lot: 12; Block: NIA Kroll Page: 605 W Thomas Bros. Page: 686 114-S-T-R: SW-33-23-5 Acres: 0.93 (40500 SqFt.) Current Zoning: R-6-SO Potential Zoning: Comp. Plan Land Use: um Assessor's Open Space: NIA Commercial Use: NIA Number of Units: NIA Mobile Home: N Appraised Land Value: 84000 (2004), 84000 (2005) Appraised Improvements Value: 123000 (2004), 123000 (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: 799 Waterfront Water Service: Water Service Planning Area: Soos Creek Water And Sewer District Sewer Service: Airport Noise Remedy Program: NIA Bald Eagle Flag: NIA 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: NIA TOR Status: NIA TOR Permit Number: NIA Building Inspection Area: S-4 Clearing Inspection Area: Jim Bal.veber Code Enforcement Inspection Area: Sheryl Lux ESA Inspection Area: Kathy Newborn Grading Inspection Area: Ramon Locsin Land Use Inspection Area: Tenzing Thinley Sens. Areas Notice(s) on Title: NONE Aquatic Areas Buffer: N Basin Condition: Medium Flow Control Area: Medium Water Quality: Basic Critical Aquifer Recharge Area: N Area of Potential Wetland Influence: N Dev. Cond. Query Result -DOES, King County Washington Page I of I ® King County llllmJm.!llll llm!!!III C144'1i%4¥ Comments H iiik4,M Development Condition Query Results - Parcel Search Parcel Number: 6199000241 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 GetText I det feJ<t I . ··c11ck hete fofa moreJ;rihtfl( frie11d 1y; display. Updated: December 29, 1998 King CotJnty I ODES Page I DDES/GIS Page I New_QUEfil' I News I Services I Comments 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. http://appsOl.metrokc.gov/www6/ddes/new _ direct.cfm 05/24/2005 King County: Assessor Property Characteristics Report (® King County IIIEl!.ml!lll lllllml!lll &141'il%4W Commenti; Wi¥il4,M By law this information may not be used for commercial purposes. Assessor Real Property Records: Parcel Number 6199000241 Taxpayer COGGERTIM Account Number 619900024107 Tax Year 2004 Levy Code 4250 Tax Status TAXABLE Taxable Value Reason NONE OR UNKNOWN Appraised Land Value $84,000 Taxable Land Value $84,000 Appraised Improvement $123,000 Taxable Improvement Value $123,000 Value Parcel Number 6199000241 Taxpayer COGGERTIM Account Number 619900024107 Tax Year 2005 Levy Code 4250 Tax Status TAXABLE Taxable Value Reason NONE OR UNKNOWN Appraised Land Value $84,000 Taxable Land Value $84,000 Appraised Improvement $123,000 Taxable Improvement Value $123,000 Value Assessor Property Sales Records: Tip: Use the Recorders Office: Excise Tax Affidavits 8J!R_Qr\ to see more sales records details Sale Date 8/27/2001 lsale Price 1$145,000 Seller Name WEBSTER DUANE L+CATHIE M Buyer Name COGGER TIM+MONICA Sale Date 8/6/2001 !Sale Price 1$115,000 Seller Name POINTERE MICHAEL.J+LESLIE G Buyer Name WEBSTER DUANE L+CATHIE M Assessor Parcel Records: District Name KING COUNTY Property Name Property RESIDENTIAL Type NORTHWESTERN GARDEN Present Single Family Plat Name TRACTS DIV NO. 05 Use (Res Use/Zone) Plat Block Water WATER System DISTRICT Plat Lot 12 Sewer PRIVATE http://www5.metrokc.gov/reports/property _report.asp?PIN=6199000241 Page 1 of 3 05/24/2005 King County: Assessor Property Characteristics Report System Lot Area 40,500 SqFt (0.93 acres) Access PUBLIC Section/Township/Range SW33 23 5 Street PAVED Surface Assessor Legal Description Records: Account Number 619900024107 I Record Number 01 -02 12 NORTHWESTERN GARDEN TRS DIV# 5 BEG SW COR Legal Description TH N ALG W LN 300 FTTH NELY PLW S LN 135 FTTH S PLW W LN 300 FT TH WL Y ALG S LN TO POB Assessor Residential Building Records: Address 12212 SE 192ND ST 98058 Building Grade Average Building number 1 Condition Good Bedrooms 2 Year Built 1949 Baths 0 Year Renovated 0 1/2 Baths 0 Total Living SqFt 1410 3/4 Baths 1 1st Floor Sq Ft 1410 Stories 1 Half Floor Sq Ft 0 Single Story Fireplace 0 2nd Floor Sq Ft 0 Multi Story Fireplace 0 Upper Floor Sq Ft 0 Free Standing 0 Fireplace Total Basement SqFt 0 Basement Garage SqFt 0 Total Finished Basement 0 Attached Garage SqFt 0 SqFt Finished Basement Grade NONE OR Open Porch SqFt 0 UNKNOWN Daylight Basement Enclosed Porch SqFt 0 Heat System Floor-Wall Deck SqFt 240 Heat Source Gas Percent Brick Stone 0 This report was generated: 5/24/2005 1 :55:27 PM Related on-line re orts: DDES: Permit Applications Report King County: Districts and Development Conditions Report 'King County Assessor: eReal Property_Report (PDF format requires Acrobat) King County Treasury Operations: Pr<n~e!1y Tax Information ; Recorders Office: Excise Tax Affidavits Report Recorders Office: Scanned images of plat~™,.fillcJ_9Jllermap doc::ymeots Enter a 10 digit Parcel Number: http://www5.metrokc.gov/reports/property _report.asp?PIN=619900024 l Page 2 of 3 05/24/2005 -T-j---- WEST GLEN I ,- r r 1-------...--------" i-- !. I ~ . 0~ r:,,,, -,;:,CS SE 192N!D-ST ("""" . ; l1r ' '_[ ___ _ 'i .~ f04P0~271 HERM~~ ' I I ops~REE PLAT ·-r· ~------_-_J--1! N ::...,,. ,,,,_ """' N OtyBwnclaries 0 1•: 500feet 400 FOOi @)1<1ngCounty n. .-.knnalion ...:lucko:l <lll lhla map has. bMn con'4)Nd by King Courty _., fram a vtriofy of ~ -ii stmject IO ~ wlltQII nolbl. Kir,;i Caurly makm no ,..._l'Ulllo,. or_.,.._, ui:nnor implad, • ro Llle- 11.Qnlcy. <;:Orlllla-. um11~ or rigla 1o n. ..., or IUCh lrformalion Ko-l;i Co.Inly shall not bio I..,.. for aI¥ 119""'111, apslal, il'li:hct, ira;larUI, OI ~- ~ in:ludln,J, l:u1,,,,. hrrbd IO, lolll ..._..... or .lc>&l p,::,1b i'-.1111'19 /fUn ltlf ,-or rrnu. of Ila iricrrr•lion cort.rlld on 1115' map. Hr,.,. ol tl'D map or inlolmallofl or,fflil map Ill pn;,lllbbcl.,.,:,op1 i,yvmu.n pemm1on or Ki1 """' Plot dale: May 24, 2005; \\ddEs001\l(()1\glSlav_<leyl,proJeci8\base2.apr "r ! ·jl~ /~ ,i 'v~- -j ~;;. ~ A05PM146 CAO N Wate< Co<n;e (WLR) N Stroots Wate< Bodies ><.... Wildl~e Habllal Conse,vation Areas (2004) i;:J Area cJ Potential Wettand lnftuence (2004) Parcels t::J Aquatic Areas Bulfer (2004) Cttlical Aquifer Recharye Areas (2004) r,1 -2 _'3 Basin Conditions (2004) -Hgh [:::J Medum c.:]Lo.v Cities N Oty Boundaries 0 500 1": 1000 feet 1000 Feel ® Kl119 County The uiormetion irctuoed on this map nas been compiled by t<in; Colny ataff fn:,m a v-*yol ~ and is~ IO ch•'V" Mlho.JI l'(IUC:e. Khg Courty rraab• no ,.p-.. rtations ot warratt•a, axpre• or mp~. as IO the acc:u-ecy, ~res:s, t1nwnass, or~ to INt use°' aictJ irlorrnp6on. Kng County lhatl not be liab6e for ar,; _.,, spoclal, ndnct, _,. .. ,"..,._,.Loi cilrN9N lndudirG , tul not lried la, io.t ,.~«Jost poflb re.Riling from the UM or rrwaiM d uw irlormatbn tt>~ on lhil map. /1,rrysaleol llw map« klformatlon on lt'ia map• p-ohlt:iited elleepl by IIWinen parmissk>n of IQ ----. J' 1·/ ~--h ~ C . ~AJ:E,~ L"ll I A'S, MAP~~ _-. ~ : L__i! 0 j ~-) ~ ,- --r8-1 112ND.8.T • ·-·-~: i I I , I ~ l5E~ F[ll)WWl4-rROL L ! I 1=l ~ A05PM146 2005 SWDM N S1reets Waler Bodies Parcels Landslide Hazard Drainage Areas D Landslide Hazard 0ra1nage D Landslide Hazard Area Bogs(2004) -BOG DA oww __ All Other Values Wav,t; Quality (2004) _J Basic -Sensitive Lake Treaunent Areas N City Boundanes Cities O 500 1000 Feel 1": 1000 feet ® King County The Wormation inc:k.lded on ttus map has been~ by Kin., Counry Slaff from a variety d SIOl.6C.eS and is ~ lo c:hange withouC ,-:il.ce. Klng County makea no rep-nel'Utions or WMld~. express 0( ~i.ci. a lo lhe «:Q.nlC)', ~i.nl!N. llmallnau, Of rights IO the UIMI of llJCh riformahc•,. King Couif)' ~ noc: be liable for ,n; ge,...111, Sp«:111, ~ lrodertat, or cor.sequenlial damages inck.ld1~. but nol Urr'lle<t 10, lo81 revenues or lose P'ofitl tflUtng from the u• ex rrnuM of lhl iAOm"llilhon containedonlhlSl'nap. Anjsaleofthi:9 map«lnformallon on ttn map• p-ot\t>illld exotp( by written pem,issk)nol Kil'Q Courty. Plot dale: May 24, 2005; llddes001\x01'Qis'av_dev\projeclslbase2.aJ)f J1MEEKER : MIDDLE 'S 0 • a Soos Cree Park ~ A05PM146 ZONING NTra lls a SchoolslSchool Fadlitles N1.kban Grov.1h /Vea Une N Streets Water Bodies Road Rigllts--Of-Way Parcels QParl<s Cities Zoning A-10-Agricultural, one DU per 10 aaes A-35 -Agricultural. one DU per 35 acres -F -Faest M-Mineral RA-2 .5 -R>.r.11 /Vea , one DU per 5 acre6 RA-5 -RI.ra t Area, one DU per 5 acres RA-1 o -Rural !Vea, one DU per 1 o acres UR -lxtlan Rese,ve, one DU per 5 acres R-1 -Residential, one DU per acre R-4 • Residential, 4 DU per acre R-6 -Residential, 6 DU per acte R-8 -Residential, 8 OU per acre R-1 2 • Residential, 12 DU per acre R-18 -Resklential, 18 DU per acre -R-24 -Res idential, 24 DU per acre -R-48-Residentlal, 48 DU per acre I'll -NeiglbomoOd Business • CS -Corrvnontty Business -RB • Regional Business -0-0ffloe I -lndusll131 NettyBoundanes 0 500 1000 Feet 1·~ 1000 feet @King County The INOmlaOon V'dJded on 1Na map hat been~ by King Cou,ty stiff from a v..ty of 9CU'CN and is suti;ed lO ~ Yrlitheut ~-King CounlymMH no rep-Nertationa or~ expresa or Wf1'Cied. • IO U. a:::c:u"acy, ()C)fflplt .. nese. lWTWW'lHII, or rlgh(a 110 Iha ._.. of -..ch information. King County ltl8II nee bll llltie for art/ go,...., ,...:la, lndnct, ......,..., crconooquertial di~ R:iudit'Q, bl.ti nol lfflttd IO, k>M reverue& ot Iott ~-'"*-'ling from the ute « ff'l9..IM d lhe nom"lltlOn oortatoed on Uil map Nr, .... d lhil map« Wormalon on 1h11 map Is P'Ohlbrted •llOePI Dy written permission cl Ki Coul1 y Plol dale: May 24, 2005: M des001\x01'Qslav_<levlprofoctslbase2.apr A05PM146 2002 PHOTO Wale< 6odles ParOfJls Aenal Ptiotoo • 2002 N Oty Boundaries Oties 0 100 200 Feel , •• 200 feet ® King County The Informal.on lnc:fud9id on NI map r.a been ~Id by t<l~ Coun(y _.,, 1nm a va-ilty of ,ou'ON and Is 11..qtd IO -dlange'Mlhout .....,._ ><,,g eo..ny.-,no ~~~J==-=~:.=:.:~~:.he•:.1:; &ICh Information. King Counly lhllll not be Uable lot •"'I ~ speda, illdfr9Ct. irc:idertal, OI ooneequenliaf ~~ d.ln'tagH irdA,e. but not lirnl&ed IO, bet rewrn.,e• Of k)et l)"ditt rfllliAtr\g from lhe UN or rrnuse of I.Ni Wonnadon '"'· COl'l(Nied on Uvt. m,rp. Ant Hie °' this map or lni'Of'fflllllon 41( on lln map is ?"ohC•tc1 except by wnaen pemiuion ol ,.,, ~. Cour<y. Plot dale: May 24 , 2005: l\ddoSOO 11><01\gislav _ c:lev\projectslbase2.apr :I ~·~ PRINCIPAL L MINOR * A05PM146 ARTERIALS /\/ Streets water Bodies Parcels /\/ Oty Boundartes Cilles 0 100) 2000 3000 4000 Feet 1"• 3333 lee< ® King County The nformaoon 1nduded on true map has been con1)ilild by ~ County staff from .a \laritty of IOU'Oet and 18 Sl..lb;ecl IO change 'Mthot.C. nol lce. King Courcy make• no repreNOtaliona Of Wanntin. e.xprHe or lmpHed, a lO thliil 9CGU"acy, oorT'f)le•nu:s. limelineu, °' rights to the U98 of ltJOh lnforma:Uon. king Coooty shall not be liable f ()( ar,; general. apecilll, lndirecl, inddertal. QI consequel'lliat damages lnducfir'lg. but not limited lo. ~ ,..,...,... or lost profits relUIUng from lhe u1e or mieuee of tt. inormallon c::onlarled on this m,p. Arr/ NH of lhil map or nformiation on this map ii pl>hibiled •xcep( by 'M'itten permission al c..,,iy Plot date: May 24, 2005; l\dde&0011x0 1\gis\av_dev\projectslbase2.apr A05PM146 DEV REGS ParcelS IZ] Demo<l6tration Projeet ~ CJ P..Suffix Zones """' Special District Ovenay c::J Special Drainage Requremeot D Code Restriction Cittes N City SOUndaries 0 500 1000 Feet 1"= 1000 feet ® King County The informatk>n lrduded on thlS ~ has been COfll)led by King Counly mtrlrom a varielyol t<><.r«tS w ii -lo Cha~ 'Mlhout noO::e . King Courty makes no rep-estntatiOns ot warrarclu. exprua« implied, as lO tho .::c.ncy, eoffl)lei.neu. llmei'inNs, °' rights to the use ol aJCt1 Information. King Coc..nty 8h11 not be N~ ror any _.i, spocial, lodiro<I. incidenl•. orcon,oquonlial damages lndud!l\1, but not lmted 10. ~ revenues or lost profits reSUling from 1he u,e ot m1euse of the lrfom.allon contained on 1h41 map. My ue of this map Of lntormaton on this map it prohbMed except by writlen permiNlon ol K11 ..,..._ Courty. Plol date: May 24, 2005; llddes001\x01'(iislav_ctev,projects'base2.apr 0 .n ~ d]~ -~ § 9 _,, t ( D" D D,~~ D "1 · D ,LJ o ,o ,ca A05PM146 HYDRO/GEO Bald Eagle Nests Wildlife Networl< C Basins N Slteels -< Et~tream ~2P ~r ,, ,u ~SA0W8lland(1996J ~ SAO Landslide lfB SAO Goal Mine !SJ SAOS8i61Tli<: c:::J SAO Er06ion Waler Bodies c::J WLRD Drainage Corll>taints Parcels Parcels near Eagle Habitat ~ WOFW1 WDFW2 OR TREE$1 WDFW2 OR TREES3 TREES2 N City Boundat1es N FEMA Cross SectJons l3 FEMA Rooo,,ay D FEMA 100.yr. Fl~n ewes 0 500 1000 Feet 1·= 1000 feet ® King COUnty The information lr'duded on this map has been eot'f¥)ied by t(jng County staff from• v#ielyof 90Ll'C8SI and is su:,;ect to chenge v.,lhoul notic._ Kk,g Cour1y makas no r.p-eeerulJonl or wa-rartiea. exp11a or ~. as IO lhe acctXacy, ~trtnlNI, l1m1Ur•n, or rigtis: IO-lhe UM of such intormabon. King Coulty ahaAI nol be liable for-.,,., general. specilll, irQirect. Jrodental, or ~Nial damages inclt.nog, but not Utrwted ro, lost revenues or lost iroffla res.Ating from the uae or rr.auw of Iha Wonnatlon coruned on u... map. Ant sa,a of this map °' lnormMlon on l t.s map ii p-ohlbilecs axoept b y wrtnen permi!4k:ln of KirGI Cou"y L05S0040 001 .jpg T • ,... ;.ii--.. ~-. . • L05S0040 006.jpg L05S0040 011 .jpg L05S0040 016.jpg L05S0040 021 .jpg r~ .• • -' . fJ. !l ';'~''-::,.. .. ~--, L05S0040 026.jpg L05S0040 002.jpg L05S0040 007.jpg L05S0040 012.jpg L05S0040 017.jpg L05S0040 022.jpg L05S0040 027.jpg L05S0040 003.jpg L05S0040 004.jpg L05S0040 005.jpg L05S0040 008.jpg L05S0040 009.jpg L05S0040 01 O.jpg L05S0040 013.jpg L05S0040 014.jpg LOSS0040 015.jpg L05S0040 018.jpg L05S0040 019.jpg L05S0040 020.jpg LOSS 0040 023.jpg L05S0040 024.jpg LOSS0040 028.jpg L05S0040 029.jpg I I I I j'I \\' .! ·. I I 18 \\\ PROPOSED COGGER SHORT PLAT 25 --------- 19 -----~ ./ / ./ / ·.,. ./ I ···y I I I ./ / ./ . ./ / 21 I ----'_.._ -. ------ L05S0040 - )T LAYOUT PLAN .E: 1"-40• ·.~ ( ','{