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LUA15-000065
Status of File N'a. LUA15-000065 formerly King County File No. L05P0001) 2005: Plat application and roads variance submitted to King County. King County makes recommendations/requirements unacceptable to developer. Developer decides not to pursue the project further. No hearing ever held by County Hearing Examiner. No decision ever issued by King County on either request. 2008: Property annexed to City of Renton on March 1, 2008. 2013: King County transfers contents of file to City in September of 2013. 2015: City assigns its own file number and archives the expired record with City Clerk's Office. GoII, Shirley From: Goll,Shirley Sent: Wednesday,September 25,2013 10:22 AM To:HearingExaminer Cc:Simpson, Kim;Claussen, Kimberly;Roberge,Steve;Sullivan,Erika;Laymen,Kim Subject: LO5P0001 GOSS PROPERTY FORMAL PLAT RETURNED TO DPER 9/24/13 UPDATE Good morning again! When checking our permit system (Accela) realized that the above plat was annexed into the City of Renton around Jan. of 2009. Per comments entered by Kim Claussen on 1/22/2009 she had sent an e-mail to the Hearing Examiner to let you know to send it on to the City of Renton not our department. Per my Supervisor, Kim Simpson, I am going to put the file with all exhibits& listing for said exhibits into a waterproof large white mlg envelope & route it via our interoffice mail bin. I should have it in the bin before the end of the day today. Please update on your end that this plat file will be returned to the KC Hearing Examiner's Office Attn: Ginger/Vonetta @ MS: KCC-CC-1200. Thanks so much, Shirley King County Department of Permitting and Environmental Review (DPER) is now located at Snoqualmie Ridge; the new address is—35030 SE Douglas St, Suite 210, Snoqualmie WA 98056-9266 MINUTES OF THE APRIL 3, 2007,PUBLIC HEARING ON DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES FILE NO. L05P0001. Peter T. Donahue was the Hearing Examiner in this matter. Participating in the hearing were Chad Tibbits and Peter Dye,representing the Department; Cliff Williams and Rob Stevens,representing the Applicant, and Greg Gouker and Sandy Haydock. The following Exhibits were offered and entered into the record: Exhibit No. 1 Depait,alent of Development and Environmental Services file no. L05P0001 Exhibit No. 2 Department of Development and Environmental Services Preliminary Report, dated April 3, 2007 Exhibit No. 3 Application for Land Use Permits received February 10, 2005 Exhibit No. 4 SEPA checklist received February 10, 2005 Exhibit No. 5 SEPA Determination of Non-Significance issued March 9, 2007 Exhibit No. 6 Affidavit of Posting indicating a posting date of March 25, 2005; received by DDES on March 28, 2005 Exhibit No. 7 Preliminary plat map received October 7, 2005 Exhibit No. 8 Revised Level 1 Downstream Analysis prepared by Core Design,received October 7, 2005 Exhibit No. 9 King County Depai tiuent of Transportation School Path project on Southeast 184th Street,B/T 120th Avenue Southeast,received October 7, 2005 Exhibit No. 10 Conceptual Recreation Plan,received October 7, 2005 Exhibit No. 11 Traffic Circulation Plan from Core Design,received October 7, 2005 Exhibit No. 12 Tree Retention Plan,received October 7, 2005 Exhibit No. 13 Intersection Analysis from TraffEx,received October 7, 2005 Exhibit No. 14 Access easement between Southeast 178th Street and Petrovitsky,received April 2, 2007 Exhibit No. 15 Letter from Sandy Haydock from Fire District 40 regarding the posting of no parking signage Exhibit No. 16 New condition Exhibit No. 17 Emergency Access Easement Agreement MINUTES OF THE APRIL 3, 2007, PUBLIC HEARING ON DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES FILE NO. L05P0001. Peter T. Donahue was the Hearing Examiner in this matter. Participating in the hearing were Chad Tibbits and Peter Dye, representing the Department; Cliff Williams and Rob Stevens, representing the Applicant, and Greg Gouker and Sandy Haydock. The following Exhibits were offered and entered into the record: Exhibit No. 1 Department of Development and Environmental Services file no. L05P0001 Exhibit No. 2 Department of Development and Environmental Services Preliminary Report, dated April 3, 2007 Exhibit No. 3 Application for Land Use Permits received February 10, 2005 Exhibit No. 4 SEPA checklist received February 10, 2005 Exhibit No. 5 SEPA Determination of Non-Significance issued March 9, 2007 Exhibit No. 6 Affidavit of Posting indicating a posting date of March 25, 2005; received by DDES on March 28, 2005 Exhibit No. 7 Preliminary plat map received October 7, 2005 Exhibit No. 8 Revised Level 1 Downstream Analysis prepared by Core Design, received October 7, 2005 Exhibit No. 9 King County Department of Transportation School Path project on Southeast 184th Street, B/T 120th Avenue Southeast, received October 7, 2005 Exhibit No. 10 Conceptual Recreation Plan, received October 7, 2005 Exhibit No. 11 Traffic Circulation Plan from Core Design, received October 7, 2005 Exhibit No. 12 Tree Retention Plan, received October 7, 2005 Exhibit No. 13 Intersection Analysis from TraffEx, received October 7, 2005 Exhibit No. 14 Access easement between Southeast 178th Street and Petrovitsky, received April 2, 2007 Exhibit No. 15 Letter from Sandy Haydock from Fire District 40 regarding the posting of no parking signage Exhibit No. 16 New condition Exhibit No. 17 Emergency Access Easement Agreement v AlderNW December 8, 2004 Project No. 112204 Mr. Cliff Williams Belmont Homes P. O. Box 2401 Kirkland,Washington 98083 Subject: Site Observations Goss Property 12047 SE 184th Street King County,Washington Tax Parcel No. Tax ID#6199600060 Dear Mr. Williams: As requested we have conducted an evaluation of the property located at 12047 SE 184th Street in unincorporated King County, Washington. This property is identified as King County Parcel #6199600060. The purpose of this work was to complete a site evaluation to make a determination if there are wetlands or other surface water features on or immediately adjacent to the property. Our scope of work included a site visit on November 23 , 2004, at which time we completed our site evaluation. In conducting our site evaluation, we followed the general procedures for the routine on-site methodology as outlined in the March 1997 Washington State Wetlands Identification and Delineation Manual. This procedure involves analysis of vegetation patterns, soil conditions, and near-surface hydrology in making a determination of wetland conditions. In completing our evaluation we also reviewed the Technical Information Report, for the Auria Woods Subdivision,by D.R. Strong Consulting Engineers, Inc. dated April 2,2003. SITE CONDITIONS The subject property is a trapezoidal shaped property of approximately 2.8 acres. It is located at 12047 SE 184th Street in unincorporated King County, as illustrated on the Vicinity Map (Figure 1). Adjacent properties to the west and on the north side of SE 184th Street are occupied by residences on large lots. The property to the south is occupied by the Auria Woods subdivision which is currently under construction. The property to the east includes the Seattle-Covington Electric transmission Line. There is an existing residence and several outbuildings on the property. Vegetation on the property includes grass and landscaping on the northern section of the site around the existing house. The remainder of the site is occupied by scattered large trees, primarily, Douglas fir (Pseudotsuga menziesii). The majority of the site is in use as horse E _ UL5 5 No 5 S t a hi on 98103• Phone (206)783-1036 email alde omcast,net FEB 0 200 MAIN FILE COPY K.C. D.D.E. ll' Mr.Cliff two December 8,2004 pasture where vegetation is dominated by pasture grasses with scattered shrub patches. A seasonal stream crosses the southwest corner of the site with more shrub growth. Predominant shrub species present include Himalayan blackberry (Rubus discolor), salmonberry (Rubus spectabilis), Vine maple (Acer circinatum), and red osier dogwood(Cornus stolonifera). Soils on the property and over much of the surrounding area are mapped as Alderwood gravelly sandy loam on the Soil Survey of King County, Washington, U.S. Soil Conservation Service, 1973). Alderwood soil types are not included on the National Technical Committee on Hydric Soils listing of hydric soils. Our observations of soil conditions across undisturbed sections of the property are generally consistent with the descriptions of the Alderwood soil types. Observed soils across the property were generally dark brown(10YR3/3)to brown(10YR4/3)and were dry. Topographically, the property generally slopes down from about elev. 420 along SE 184th Street to about elev. 390 on the southeast corner. There are no inventoried wetlands or stream identified on King County maps. Soos Creek and the associated wetland is approximately 0.2 mile to the east of the property. The seasonal stream crossing the southwest corner of the property was identified and described in the Technical Report for the Auria Woods project. In that report the stream was identified as a King County Category 3 stream and was assigned a 25 foot buffer in accordance with provisions of the King County Sensitive Areas Ordinance in effect at the time. The stream was surveyed and plotted on the Auria Woods project maps. Data point 1 illustrates representative conditions on the low area adjacent to the seasonal stream. As noted on the Data form soils within the area are generally dark brown (10YR3/3) with slight mottles. At the time of our observations, soils were generally moist to wet with no free water present within the upper 24 inches. These conditions are not indicative of long term soil saturation. It is our conclusion that there are no wetlands on the property. At the time of our observations there was no surface water present within the stream channel, although there is a defined channel. We found some of the original flags placed to mark the stream channel for the Auria Woods project and have placed new flags marking the channel on the property. The approximate limits of the channel are shown on the attached Site Map(Figure 2). King County has recently adopted a new Critical Areas Ordinance (CAO) with new regulations related to development near wetlands and streams. It is our interpretation that the seasonal stream meets the criteria for designation as a Type N water. Type N waters include all segments of aquatic areas that are not Type S or F waters and that are physically connected to type S or F waters by an above ground channel system to another, stream or wetland. Survey information and the downstream analysis provided in the Technical Report for the Auria Woods development along with the aerial photo from the King County map site, indicate that there is an above ground connection between the stream segment on the Goss property and Soos Creek and the wetland to the east of the power line. With this surface connection to Soos Creek it is our interpretation the stream segment crossing the Goss Property meets the criteria for designation as a Type N Water. The buffer for type N waters is 65 feet in accordance with the new CAO. Project No. 112204 Page No. 2 Mr Cliff Williams — m` -ter" December 8,2004 We trust the information presented is sufficient for your current needs. If you have any questions or require additional information,please call. Sincerely yours, ALDER NW 1)/f/149p--—Garet P. Munger Project Scientist Encl.: Vicinity Map Figure 1 Site Map Figure 2 Data Form Project No. 112204 Page No. 3 Goss Pro• - ram _' `- 180 ux 1 1.. >f'i `ti. 11 1 , }_, ,} w` as f'._, i-.1" t =f .+—r— ^ s iJ fir- —— 1`-- f— ! r _"lr 1" t,1 18 S -CW t 4 Q" -- I -t LII:H' "jf f i I z a ul_ i i i. t. 4 i i r X.t c 1 i I _- 1ill I i Y.. I VICINITY MAP Al Goss PropertyDRNKingCounty, Washington Project No. 11220• Date Dec, 2004 Figure 1 ilk r 6\1U p i]Z. W'\ O 0 :pri . ., 111017,..117:4 0 0 y 2(j 6 0 .J I t> n \41.1< Ths( 1_1 ;C .: ITi. o''' '----\._71ri , D2 ') (‘? 'or ----..... -------,..........,_ 7\,_„) 4_ ..,/.. vi• A\4 101\_ 11\--- ) \\ )\-=0 */-,t, --)"7:,j----/ ' 0 ( 41-f S* 7 of 44\ A i 4-2A ---- AN:Ak 1, \-„, 2.y,c_.--\,_- 4 -....,-- rim .., .\L., ---- -.------_,:2-, 1 J°4) I--''''----<'- rrt - -. 4' ..‘'40 ,_____,....."-\--,---..----- 9 Al la '--L c 0 ,,- t o 0 s O 4j1 4.4.1 cl " al.2. 1 , ..D'0 q 464.6164, 0 s 4 ; 1 '1111111Milign' 0 SITE MAP ALDEWR Goss Property King County, Washington Project No. 11220•• Date Dec, 2004 Figure 2 DATA FORM ROUTINE ON-SITE WETLAND DETERMINATION Describe General Site Property is in use as horse pasture. Data Point No.: DP-1 Conditions: Site Disturbance? Location is open to horse grazing Location: Shrub patch close to stream VEGETATION Dominant Plant Species 2 i Dominant Plant Species 1 Cornus stolonifera FacW S 8 2 Ranunculus repens FacW H 9 3 10 4 11 5 12 6 13 7 14 Percent of dominant species that are OBL, FACW,and/or FAC: 100 Is the hydrophytic vegetation criterion met? Yes Rationale: More than 50%species hydrophytic SOIL Soil Type: Alderwood Hydric Soils List: No Histic Epipedon? No Mottles? Yes slight Gleyed? No Matrix Color: I0YR4/3 Mottle Colors: Depth: 12" Other hydric soil indicators: No Is the hydric soil criterion met? No Rationale: Chroma greater than 2 HYDROLOGY Is the ground surface inundated? No Surface water depth: - Is the soil saturated? No Depth to free-standing water in probe hole: - Other field evidence hydrology: No Is the wetland hydrology criterion met? No Rationale: No evidence ofsoil saturation. WETLAND DETERMINATION Are wetland criteria met? No Rationale for wetland decision: Non hydric soil, no evidence of soil saturation Project Name: Goss Property AlderNW Field Investigator(s): G. Munger 518 North 59th Street Project No.: 112204 Date: 11/23/04 Seattle,Washington 98103 44410, Noe King County Road Services Division Department of Transportation KSC-TR-0222 201 South Jackson Street Seattle, WA 98104-3856 February 2, 2007 Robert H. Stevens 14711 NE 29th Place, #101 Bellevue, WA 98007 RE: Road Variance L05V0079— Goss Subdivision—Related file LO5P0001 Dear Mr. Stevens: Thank you for your application for a variance from the King County Road Standards (KCRS). You requested a variance from Section 2.20 of the KCRS concerning the proposed access off the dead-ended road system on SE 184th Street. With your proposed 17 lots, more than 100 lots will be served by the sole access on SE 184th Street. You demonstrated that road connections cannot be extended through your site to create viable future road connections. You do not have property rights to extend a second connection to the dead-end road network on SE 184th Street and 124th Avenue SE. The Bonneville Power Administration will not allow emergency access roads within their easement. With the addition of 17 lots, the road network via SE 184th Street will serve 105 lots. The paved width of the access road of SE 184th Street is more than sufficient. I approve a variance for a sole access road serving more than 100 lots with the following conditions: 1. A preliminary plat condition must require that all homes be built with monitored residential fire sprinkler systems installed. 2. The emergency access route on 122nd Place SE must have a retrofitted gate to accommodate emergency providers. The easements along the route must be revised to permit emergency access. 3. A four-foot wide gravel shoulder must be constructed along one side SE 184th Street from the plat frontage westward to 120th Avenue SE. This decision applies only to KCRS identified in the variance request. All other design requirements in the KCRS and other regulations, such as surface water management and zoning, must still be satisfied for a land use permit application. The applicant retains the rights and privileges afforded by King County Code and adopted Public Rules pertaining to road variance processing (KCC 14.42,PUT 10-2). This variance decision is valid for one year from A N MMLECOPY eilt• 1zo2M 7 RQbert•H. Stevens `r Niue February 2, 2007 Page 2 date of letter unless an associated land use permit is pending or submitted within the one year period. In these cases, the variance decision is valid for the duration of the permit processing. A copy of staffs analysis, findings, and conclusions is enclosed. If you have any questions, please call Craig Comfort, Road Variance Engineer, Traffic Engineering Section, at 206-263-6109. Sincerely, Paulette Norman, P.E. County Road Engineer PN:CC:kc Enclosure cc: James Sanders, P.E., Development Engineer, Land Use Services Division (LUSD), Department of Development and Environmental Services (DDES) Pete Dye P.E., Senior Engineer, LUSD, DDES Linda Dougherty, Division Director, Road Services Division (RSD), Department of Transportation (DOT) Matthew Nolan, P.E., County Traffic Engineer, Traffic Engineering Section, RSD, DOT Fatin Kara, P.E., Supervising Engineer, Traffic Engineering Section, RSD, DOT Kris Langley, Senior Engineer, Traffic Engineering Section, RSD, DOT Craig Comfort, P.E., Road Variance Engineer, Traffic Engineering Section, RSD, DOT love 0 King County Road Services Division Department of Transportation Traffic Engineering Section MS KSC•TR-0222 201 South Jackson Street Seattle,WA 98104 February 2, 2007 TO: Variance File FM: Craig Comfort, P.E., Road Variance Engineer, Traffic Engineering Section RE: Road Variance L05V0079—Goss Subdivision—Related File L05P0001 Applicant's Presentation: 1. The Goss Subdivision is a 17-lot plat proposed at the south side of SE 184th Street. Access will be via a cul-de-sac off of SE 184th Street. A long, dead-ended road system extends on SE 184th Street starting eastward from 120th Avenue SE. More than 88 lots are served from the sole access on SE 184th Street, with potentially 105 lots served with the Goss Plat. The King County Road Standards(KCRS) requires a second access if more than 100 lots are served on a sole access. A variance is requested to allow access off SE 184th Street without a second connection to the road network. 2. It is not possible for the applicant to provide a second access. A stream to the south of the site blocks future road connections in that direction. A recently platted project to the south, Auria Woods, did not provide a northward road stub. The property to the west has fully subdivided and no connection is possible in that direction. To the east is a Bonneville Power Administration(BPA) easement. The applicant has no where to stub to and cannot build a secondary access offsite for the overall dead-ended road system that extends off SE 180th Street northward on 124th Avenue SE, then westward on SE 178th Street. The dead- end road system extends over 3,000 feet. The applicant has no offsite property rights to extend the roads system. 3. The road network of SE 184th Street to 124th Avenue SE to SE 178th Street is constrained by the BPA easement on the west and by streams that border the road system on the north, east, and west. There are some potential possibilities for future road extensions for a second access road into the deadended road network. This applicant does not control the property rights to make the connections. The Goss Plat is at the start of the road system, and the second access would ideally be near the end of the road network in order to provide a loop road that limits the cul-de-sac length and the number of lots on a cul-de-sac. 4. An existing gravel and paved private road (122nd Place SE) extends from SE Petrovitsky Road to SE 178th Street. The private road had a gate midway along the length, but emergency providers have used the access. Variance File e February 2, 2007 Page 2 Staffs Findings and Conclusions: 1. A second access could potentially be provided in the future if SE 178th Street were extended westward to SE 180th Street or SE Petrovitsky Road. These extensions would depend on future development and subdivision of properties along the potential road extensions. 2. A dirt and gravel road extends from a gate at the west terminus of SE 178th Street west and north through several gates to SE Petrovitsky Road. The gravel and dirt road is within the BPA transmission line easement. The BPA denied the applicant's request for fire and emergency access across the BPA easement. 3. Fire District Number 40 supports the proposal for over 100 lots on a sole access road if there is a plat condition stipulating that all homes in the subdivision must be built with monitored residential fire sprinkler systems installed per FMA standards for residential sprinkler systems. 4. Widening a shoulder from the site frontage on SE 184th Street to 120th Avenue SE would enhance pedestrian access and livability for the neighborhood. The shoulder widening would also enhance the access. j King County Department of Development and Environmental Services 900 Oakesdale Avenue SW Renton, WA 98055-1219 March 10,2005 Belmont Homes Inc. Attn.Robert Wenzl P.O. Box 2401 Kirkland,WA 98083-2401 RE: Notice of Complete Application for Application Time Periods Application No.LO5P0001—Goss Date Filed: February 10,2005 Dear Mr.Wenzl: The purpose of this letter is to notify you that on March 10,2005 the Land Use Services Division deterniined that the above-referenced application is complete under current requirements for a complete application. This initial determination is intended only for the purpose of applying the time periods for permit processing specified in King County Code 19A and 20. Supplemental information may be requested by the Division,as necessary,for the continued review of your application. Our goal is to process your application within 150 days. However,the complexity and level of analysis required to review your project and available staff resources will affect the actual review time. The timeline can also be impacted by one or more of the following: any request made by the Division for additional information changes or revisions requested by the applicant, mutually-agreed-upon requests to stop the time clock preparation of an Environmental Impact Statement failure to post the 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, Chad Tibbit annerh Current Planning Section cc: Core Design,Inc., Attn.Cliff Williams, 14711 NE 29th Place, Suite 101, Bellevue,WA 98007 Kim Claussen,Planner III,Current Planning Section,LUSD Bruce Whittaker, Senior Engineer,Engineering Review Section,LUSD Application file Letter.frm/NCA-ATP.ltr 9/12/97 mh MAIN FILE COPY 17.3 0 REQUEST FOR King County Dept.of Development and Environmental Services SCHOOL INFORMATION Land Use Services Division 900 Oakesdale Avenue Southwest PRELIMINARY PLATSRenton,WA 98055-1219 EctIvrD DATE: February 22, 2005 R MAR 0 2 2005 K.C. D.D.E.S.TO: Renton School District, ATTN: RECEIVED FM: Kim Claussen, Project Manager III FEB 2 8 2005 RANSPOPTATION fPp- RE: Proposed Plat of Goss Property LUSD File No: L05P0001 The Land Use Services Division (LUSD) has received an application for a subdivision in your District. Enclosed is a copy of the plat map received by the Land Use Services Division on February 10, 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 t&MI-4711,, /t Jr. High/Middle Sr. High 441-441:4441/ Will the students walk or be bussed to these schools? Elementary W p Dit.. Jr. High/Middle Z) Sr. High \AA) Cti? 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 Se. )SQ S- ,A t'o'` Ay SC, Sr. High Other Comments : Please complete this form and return it by March 22,2005 to the address below. If you have questions regarding this proposal, please call Chad Tibbits at (206) 296-7194 . Thank you. King County Department of Development and Environmental Services Land Use Services Division ATTN: Chad Tibbits, Planner 900 Oakesdale Avenue Southwest Renton, WA 98055-1219 MAIN FILE CO@I)PY Form96/SPRS/RegSchol.Inf cic 1/6/2000 0 41.00 REQUEST FORKingCounty Dept.of Development and Environmental Services C'" 1. . ' Land Use Services Division 900 Oakesdale Avenue Southwest PRELIMINARY PLATSRenton,WA 98055-1219 DATE: February 22, 2005 TO:Renton School District, ATTN: FM:Kim Claussen, Project Manager III ‘C.J./ RE: Proposed Plat of Goss Property LUSD File No: LO5P0001 The Land Use Services Division (LUSD) has received an application for a subdivision in your District. Enclosed is a copy of the plat map received bytheLandUseServicesDivisiononFebruary10, 2005. In order for us to adequately evaluate this proposal, provide the most accurateinformationtothepublic, 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 wouldattend? 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 belocated? If that information is not available at this time, currently, wherearetheclosestbusstopslocatedtothissite? Elementary Jr. High/Middle Sr. High Other Comments: Please complete this form and return it by March 22,2005 to the address below. If you have questions regarding this proposal, please call Chad Tibbits at (206) 296-7194. Thank you. King County Department of Development and Environmental Services Land Use Services Division ATTN: Chad Tibbits, Planner 900 Oakesdale Avenue Southwest Renton, WA 98055-1219 MAIN FILE COPYForm96/SPRS/Regschol.Inf cic 1/6/2000 TYPES 3 and 4 LOG SHEET Format Plat,Rezone, Special Use, Shoreline Redesignation) FILE NUMBER: LO5P0001 HEARING DATE(S): 1k ()3,U PLAT/PROJECT NAME: GOSS PROPERTY SUBDIVISION CONTINUANCE HEARING DATE(S) PLANNER: Chad Tibbits PROPOSED ORDINANCE NO.: aOO - c)cW ENGINEER: Bruce Whittaker RELATED APPLICATION&FILE NO. APPLICATION FILED(date): 02/10/05 EXAMINER DECISION/REC: COMPLETE APPLICATION(date): ,..4A1 s APPEAL FILED: 0 NO 0 YES date: A. COUNCIL ACTION: ORDINANCE NO.: EFFECTIVE DATE: HEARING DATE(S) 1. 0 NOTICE OF APPEAL 2. 0 APPEAL ARGUMENTS r B. HEARING EXAMINER'S ACTIONS 1. 0 PREHEARING CONF.NOTICE date(s): 2.HEARING NOTICE date(s): 3 0 PREHEARING ORDER date(s): 4 0 CONTINUATION date(s): 5. 0 REPORT date(s): 6 0 RECONSIDERATION date(s): 7. 0 APPEAL SUMMARY date(s): DDES STAFF ACTIONS 1. 0 CONTINUATION NOTICE date mailed: 2. '4.REPORT date mailed: 3 a u\01 3. 0 ADDENDUM REPORT date mailed: 4. l TRANSMITTAL TO EXAMINER(POR's/DOCS/STUDIES) date sent: la U l 5. ` PROPOSED ORDINANCE NUMBER EMAIL TO THE KC CLERKS OFFICE date sent: -3 ) --J /0") DD SEPA REQUIREMENTS 1. THRESHOLD DETERMINATION: ` , 1AS DATE ISSUED: ()9 01 2. DATE 500' RADIUS/AGENCIES/PORS/STAFF SENT: 3\ \ Q1 3. APPEAL FILED: 0 YES 0 NO a. APPELLANTS: date received: date received: date received: b. APPEAL ARGUMENTS: date received: date received: date received: rwr LO5P0001 PUBLIC NOTICE REQUIREMENT L....1D NOTICE OF APPLICATION a) AFFIDAVIT OF POSTING/POSTING PACKAGE SENT 3/445--REC'D b) LEGAL AD SEATTLE TIMES date(s)sent: 3//erA,r date published: 615"AD `- LOCALS date(s)sent: r34:5.%),5-- /date published: 3!!$/1Q c) 500'RADIUS/AGENCIES/POR's/STAFF date(s)sent: 3/a4// 2. NOTICE OF RECOMMENDATION/PUBLIC HEARING a) LEGAL AD SEATTLE TIMES date(s)sent: 3\3-0I0-1 date published: J a LOCALS date(s)sent: c&cv _ date published: b) 500'RADIUS/AGENCIES/POR's/STAFF date sent: .''a-O\y' APPLICAT N Date received: February 10,2005 1.INTAKE CHECKLIST 2. 0 A PLICATION FEE 3. PLICANT DESIGNATION FORM 4. Cal LEGAL DESCRIPTION 5. 0 .SESSOR'S MAPS: 6. __ CERTIFICATE OF WATER AVAILABILITY 7. E CERTIFICATE OF SEWER AVAILABILITY 8. 0 PRELIMINARY HEALTH APPROVAL 9. 0 Z'RTIFICATE OF FUTURE CONNECTION 10. eF DISTRICT RECEIPT 11.ITE PLAN/PLAT MAP 12. OfLEGAL LOT PROOF 13.ENSITIVE AREA AFFIDAVIT 14. B'ENVIRONMENTAL CHECKLIST 15. E 1 RANSPORTATION CONCURRENCY h 16. EVEL ONE DRAINAGE ANALYSIS/MEL .0 1/9//dg—l"Yees C c(J J 3--2 17. OTHER z2AA 4/T7 nites 18. 0 WAIVER(S) AtIPADDITIONAL PLANS/MAPS DATES RECEIVED: 1. CONCEPTUAL DRAINAGE PLAN 2. WETLAND MITIGATION PLAN 3. REVISION NO. 1 J i27r'J_2 4. REVISION NO.2 5. REVISION NO.3 6. REVISION NO.4 L.. OTHER MAPS a) LriU/9/21 E/6& ah D• b) /f},D .f ,D/ 6 a a c> F d) e) fl vo.»° LO5P0001 9PECIAL STUDIES DATES RECEIVED WETLAND/STREAM REPORT eJ /lJ/(J, 2. GEOTECHNICAL REPORT 3. TRAFFIC STUDY 4. WILDLIFE STUDY 5. OTHER(document title) 1..s,55 v oc\--\9 I cv dip GENERAL CORRESPONDENCE 1. a,7 sl_.s" es`r,u,e."/Tedti /J. 2. j it/ S Zl// , c_-l/IJ,A- 3. 3/e/ .‹.-- E/u d/t7f_ ,174/e -77.0 7 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. 22. 23. 24. 25. 26. 27. 28. 29. 30. 31. 32. 33. 34. 35. V ryr March 20, 2007 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 NOTICE OF HEARING SUBJECT: Department of Development and Environmental Services File No.L05P0001 Proposed Ordinance No. 2007-0211 GOSS SUBDIVISION Preliminary Plat Application Location:South side of Southeast 184th Street, east of 120th Avenue Southeast, Renton Applicant: Belmont Homes,Inc. Attn: Robert Wenzl P.O. Box 2401 Kirkland,Washington 98083-2401 Telephone: (425) 893-8478 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 A public hearing has been scheduled on these proposals for 10:00 a.m.on Tuesday,April 3,2007, in the Department of Development and Environmental Services Hearing Room,900 Oakesdale Avenue SW,Renton,Washington. Any primary party wishing to reschedule the hearing for a different time or location must make a request in writing to that effect and must obtain the written concurrence of all other primary parties,which shall be submitted to the Hearing Examiner's Office at the above address within seven(7)days of the date of this notice. Primary parties include the applicant,property owner, and responsible County agency. (Other persons likely to be directly and substantially affected by County action on this proposal may request "party" status by submitting an intervenor petition to the Hearing Examiner.) Agreement to reschedule this proceeding shall constitute waiver by the parties of procedural time limits for its occurrence. A pre-hearing conference may be requested by any primary party prior to March 27,2007. Hearing Examiner Rule VIII,which is included with this notice, governs pre-hearing conferences. If you are a party to this proceeding and believe a pre-hearing conference should be held prior to the public hearing, submit your written request with specific reasons in support thereof to the King County Hearing Examiner. FILE COPY LO5P0001—Goss Subdivision 2 v To promote efficiency in the conduct of hearings and to eliminate surprise,pre-hearing exchange of information is encouraged by the Rules of Procedure. Any person is entitled to receive, at cost, copies of documents in the County file. Application may also be made to the Examiner to direct exchange of other significant information by any person or agency. Mediation of disputes is available pursuant to King County Code Section 20.24.330 and Rules of Mediation. Please contact the Office of the Hearing Examiner if you need a copy of the Rules of Procedure or Rules of Mediation,or obtain the Rules by visiting our web site at www.metrokc.gov/mkcc/hearingexaminer. ORDERED March 20, 2007. Peter T.Donahue King County Hearing Examiner TRANSMITTED March 20,2007,to the following parties and interested persons: Core Design Myron Goss Ivana Halvorsen Attn: Cliff Williams 12047 SE 184th St. Barghausen Cons. Eng.,Inc. 14711 NE 29th Pl., #101 Renton WA 98058 18215 -72nd Ave. S. Bellevue WA 98007 Kent WA 98032 Rick Lowe Muckleshoot Indian Tribe Stephen Schrei 12255 SE 184th St. Fisheries Division Core Design Renton WA 98058 39015 -72nd Ave. SE 14711 NE 29th Pl., Ste. 101 Auburn WA 98092 Bellevue WA 98007 Seattle KC Health Dept. Bob Wenzl Kim Claussen E. Dist. Environ.Health Belmont Homes DDES/LUSD 14350 SE Eastgate Way P.O.Box 2401 MS OAK-DE-0100 Bellevue WA 98007 Kirkland WA 98083 Lisa Dinsmore Nick Gillen Shirley Goll DDES/LUSD DDES/LUSD DDES/LUSD MS OAK-DE-0100 MS OAK-DE-0100 MS OAK-DE-0100 Kristen Langley Chad Tibbits Steve Townsend DDES/LUSD DDES-LUSD DDES/LUSD MS OAK-DE-0100 MS OAK-DE-0100 MS OAK-DE-0100 Larry West Kelly Whiting DDES/LUSD KC DOT,Rd. Srvcs. Div. MS OAK-DE-0100 MS KSC-TR-0231 toe Noaro LO5P0001—Goss Subdivision 3 NOTE: If the Renton School District announces a district-wide school closure due to adverse weather conditions or similar area emergency, the proceeding on this matter will be postponed. Parties of record will be notified of the time and date of the rescheduled proceeding. Any questions regarding postponements and rescheduling can be directed to the Hearing Examiner's Office at(206)296-4660. Sign language and communication material in alternate formats 7 can be arranged given sufficient notice at 296-1000 (TDD number 296-1024). moils PTD:gao LO5P0001 NOT Attachment 11110 gin RULES OF PROCEDURE OF THE KING COUNTY HEARING EXAMINER Rule VIII. PRE-HEARING CONFERENCES A. Purpose and Initiation Pre-hearing conferences promote efficient case management by providing an informal process for early identification of issues and resolution of procedural matters in complex cases.Evidence generally will not be received at a pre-hearing conference,except when required in order for the examiner to rule on a motion.(Pre-marking and introduction of exhibits to which there is no objection may occur at the discretion of the examiner.) The examiner,on motion of any party or upon his/her own motion,may convene a pre-hearing conference to: 1.Identify,clarify,limit or simplify issues. 2.Hear and consider pre-hearing motions. 3.Schedule hearings,identify parties and witnesses,determine the order of and limits upon testimony,obtain stipulations as to facts and law,identify and admit exhibits,order discovery,and consider and act upon any other matter which may aid in the efficient disposition of the hearing. B. Requests for Conference A motion to convene a pre-hearing conference shall be made to the examiner as soon as the need for a conference is recognized by the moving party(at least 21 days prior to the scheduled hearing date),and shall state the reasons for the request, including any motions to be presented.For good cause stated in the motion,the examiner may consider a request that fails to meet the 21-day requirement. For hearings authorized under KCC 20.24.080,a motion by any party for a pre-hearing conference shall be granted if timely.However,unless consented to by all parties or otherwise ordered for good cause by the examiner,no pre-hearing conference on an appeal can be convened later than 45 days after receipt of the statement of appeal by the hearing examiner's office. C. Proceedings at Conference A party who has received timely notice of a pre-hearing conference shall identify at the conference any pre-hearing motions not previously made which he/she intends to make.Parties or interested persons may also file timely written pre-hearing motions for consideration at the pre-hearing conference.Failure to make or disclose a motion which was available to the party at the time of the conference may be grounds for its denial if subsequently made. D. Pre-hearing Order Following a pre-hearing conference,the examiner shall issue an order specifying all items determined at the conference.The order shall be binding upon all parties and interested persons who received timely notice of the conference. Revised March 31, 1995 CONDUCT OF HEARING Excerpt from Examiner's Rules,effective March 31, 1995) XI.B Presentation of Evidence. . . 2.Admissibility of Evidence a. Except as otherwise provided by these rules,evidence will not be limited by the Washington Rules of Evidence(ER). Any trustworthy oral or documentary evidence may be received,including reliable hearsay. However,the examiner shall exclude testimony or evidence which is unreliable,unduly repetitive,irrelevant,immaterial or privileged,and may use ER as a guide when making evidentiary rulings. b. Opinions of lay witnesses on matters normally within the purview of qualified experts ordinarily will not be excluded,but lack of qualification shall be considered when giving weight to such opinions. c. The examiner may admit excerpts from public documents or from books,studies or reports when the remainder of such material is either irrelevant or unnecessary for an adequate understanding of the issue. d. Copies of documents may be accepted as evidence,provided,that the examiner may exclude copies when there is reasonable doubt as to authenticity. e. In proceedings where a penalty,forfeiture or similar divestiture of legally cognizable rights is sought by King County,the examiner may apply the Washington Rules of Evidence to govern the admissibility of evidence,and may require adherence to other rules applied in the Superior Court for King County to assure that due process of law is afforded to the parties. 3. Exhibits a. Copies of documents submitted as exhibits must be legible. b. A rare or one-of-a-kind exhibit which is held by a King County agency,and which cannot be conveniently reproduced,may be entered in the hearing record by reference. Examples of such exhibits include,but are not limited to,official zoning,land use or community plan maps or aerial photographs. If practical, duplicate reduced copies should be provided as an exhibit when possible to do so without excessive cost. c. Physical evidence may be excluded by the examiner,even though relevant,on the basis of an unreasonable custodial burden if other relevant evidence having equivalent probative value is available. The examiner also may require the substitution of photographs or reduced size copies for exhibits which are difficult to store,and written or oral descriptions of water,rocks,dirt,or other objects,instead of the actual items. Photographs,maps,charts,illustrations or similar materials which are mounted for presentation purposes shall be removable from their mounting and capable of being stored within a legal size filing cabinet drawer,unless reasonable need for submission of an exhibit not susceptible to reduction is demonstrated to the satisfaction of the examiner. (For charts,photo montages,and similar materials,a common method to meet the requirements of this rule is to attach the item(s)presented to a plain paper backing prior to mounting on poster-board,so that the evidence can be readily removed from the poster board for storage.) d. Exhibits accepted into the record shall not normally be returned to parties,except that the responsible county agency may act as the official custodian of the case file. The examiner may order the return of an exhibit when there is no public or private need for retention by the examiner or responsible County agency. DIRECTION TO DDES HEARING R001000 900 OAKESDALE AVE SW, RENTON SOUTHBOUND 1-5 SOUTHBOUND 1-405 EXIT 157 -Martin Luther King Way EXIT 2 to WA-l67/Auburn/Rainier Ave. Turn RIGHT onto 68th Ave_ S. Follow to SR-I67(Valley Fwy.)north 68` h Ave. S. becomes MONSTER RD_SW LEFT onto SW Grady Way Monster Rd- turns into OAKESDALE AVE SW RIGHT onto Oakesdale Ave_ SW DDES is on your left(building 900) DDES is on your right(building 900) NORTHBOUND I-405 EXIT I to Interurban Ave_S/West Valley Hwy NORTHBOUND 1-5 LEFT at light at ramp bottom(north under 1-405) EXIT 154 to 1-405/WA-518IBurienfRenton RIGHT onto SW Grady Way Stay right to I-405/Renton/Bellevue LEFT onto Oakesdale Ave. SW I-405 EXIT i to WA-181/W. Valley Hwy_ DDES is on your right(building 900) LEFT onto W. Valley Hwy/SR 181 RIGHT onto East Grady Way LEFT onto Oakesdale Ave_ SW DDES is on your right(building 900) SW 7"'STREET I 1 I NORTHBOUND SR 167 Northbound under the 1-405 overpassr_ r-_} 3 w LEFT at SW 7th St. (2"4 light) LEFT onto Oakesdale Ave_ SW DDES is on your left(building 900)Li 1 o C'I, cf\/•It'-',t ti..4“,. 6., ‘ aN-‘7`--'-\-- i•m'Ip:-,\ik y._ Al.-11-114,%1041418_1-/.1_ 4 1, I1t.: 1-41':-tQ-,, Ii_iiii.-. r_,4,. ' 6M64, 6. i1- i sjiJ'1' r.- 1,-.' e,,. 1,_ r.' o v f' i" 4 Nil 1 DDE_ ag Y Nit W GRADY WA j 7a tl'S Ji } N I \ . KW(11 i - . 4 , ,, I \ fr.. atiffifferitialle. Athlitimri , E owi, wyt...,. IL feci, ‘L1 iviii.....„ Iiir, w Iv... ,r c,,,,,,--, 51;, E Nils Paw Tail J.-- ` i Southcent:r Ai- s f. G:\working\Misc\Hex\DDES directions.doc King County DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES LAND USE SERVICES DIVISION KING COUNTY, WASHINGTON PRELIMINARY REPORT TO THE HEARING EXAMINER April 3, 2007— PUBLIC HEARING AT 10:00 A.M. DDES Hearing Room 900 Oakesdale Avenue Southwest Renton, WA 98055-5212 Phone: (206) 296-6600 PROPOSED PLAT OF GOSS FILE NO: LO5P0001 PROPOSED ORDINANCE NO: 2007-0211 A. SUMMARY OF PROPOSED ACTION: This is a request for a subdivision of 2.83 acres into 17 lots for detached single-family dwellings. The proposed density is 6 dwelling units per acre. The lot sizes range from approximately 3,500 to 5,700 square feet. See Attachment 1 for a copy of the proposed revised plat map. B. GENERAL INFORMATION: Applicant:Belmont Homes Inc. Robert Wenzl PO Box 2401 Kirkland, WA 98083-2401 206-714-6707 Engineer: Core Design 14711 NE 29th Pl., Ste 101, Bellevue, WA 98007 425-885-7877 STR:33-23-05 Location: The site is located on the south side of SE 184th Street, east of 120th Avenue SE. Zoning: R-6 Acreage: 2.83 acres Number of Lots:17 Density: Approximately 6 units per acre Lot Size: Approximately 3,500 to 5,700 square feet in size Proposed Use: Single Family Detached Dwellings Sewage Disposal: Soos Creek Water and Sewer District Water Supply: Soos Creek Water and Sewer District Fire District: King County Fire District No. 40 School District: Renton School District No. 403 Complete Application Date: March 10, 2005 Exhibit No. MAIN FILE COPY Item No. Ld Received ' King County Hearing Examiner EX 4 4-2 C. HISTORY/BACKGROUND: The Subdivision Technical Committee (STC) of King County has conducted an on-site examination of the subject property. The STC has discussed the proposed development with the applicant to clarify technical details of the application, and to determine the compatibility of this project with applicable King County plans, codes, and other official documents regulating this development. As a result of preliminary discussions, the applicant presented the Technical Committee with a revised plat on October 7, 2005. The primary modifications include: revising the road section to a neighborhood collector showing 16 feet from centerline to the curb line, locating the storm vault outside the 15' BSBL and revising the access points for Lots 6 and 7. D. THRESHOLD DETERMINATION OF ENVIRONMENTAL SIGNIFICANCE: Pursuant to the State Environmental Policy Act (SEPA), RCW 43.21C, the responsible official of the Land Use Services Division(LUSD) issued a threshold determination of non-significance (DNS) for the proposed development on March 9, 2007. This determination was based on the review of the environmental checklist and other pertinent documents, resulting in the conclusion that the proposal would not cause probable significant adverse impacts on the environment. Therefore, an Environmental Impact Statement (EIS)was not required prior to proceeding with the review process. Agencies, affected Native American tribes and the public were offered the opportunity to comment on or appeal the determination for 14 days. The DNS was not appealed by any party, including the applicant, and it has been incorporated as part of the applicant's proposal. E. AGENCIES CONTACTED: 1.King County Department of Natural Resources and Parks: No response. 2. King County Fire Protection Engineer: Fire protection engineering preliminary approval has been granted. 3.Renton School District No. 403: The comments from this district have been incorporated into this report. 4.Soos Creek Water and Sewer District (sewer): The comments from this district have been incorporated into this report. 5.Soos Creek Water and Sewer District (water): The comments from this district have been incorporated into this report. 6.Washington State Department of Ecology: No response. 7.Washington State Department of Fish and Wildlife: No response. 8.Washington State Department of Natural Resources: No Response 9.Washington State Department of Transportation: No response. 10. METRO: No response. 11. City of Renton: Comments from the City were received requesting that off-site improvements on SE 184th Street abutting the development site and the internal access street be constructed to City of Renton standards. F. NATURAL ENVIRONMENT: 1.Topography: The property slopes from the north, northwest of the property to the south at less than 8% slope. Page 2 of 14 File No. LO5P0001 Nifty' 2.Soils: AgB (Alderwood gravely, sandy loam 0-6% slopes) and AgC (Alderwood gravely, sandy loam 6-15% slopes) surfaces soils are found on this site per King County Soil Survey, 1973. a.AgB—Alderwood gravely, sandy loam; 0-6% slopes. Runoff is slow and the erosion hazard is slight. This soil type has a moderate limitation for low building foundations due to a seasonally high water table, and severe limitations for septic tank filter fields due to very slow permeability in the substratum. b. AgC—Alderwood gravely, sandy loam; 6-15% slopes. Runoff is slow to medium and the hazard of erosion is moderate. This soil has a moderate limitation for foundations, due to a seasonally high water table and slope. It has a severe limitation for septic tank filter fields due to very slow permeability in the substratum. 3.Wetland/streams: A wetland 'Site Observation' report was prepared by Alder NW dated September 1, 2005. King County Senior Ecologist has verified the presence of a Type N stream located along the southern portion of the property. The site lies within the Soos Creek subbasin of the Green River drainage basin. 4.Vegetation: This site is primarily covered in pasture grasses. Scattered evergreen/deciduous trees and brush occur in limited numbers. 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 Map Folio indicates no other critical areas located on the property beyond the Type N stream mentioned above. G. NEIGHBORHOOD CHARACTERISTICS: The property is located in an urban area of King County. Surrounding properties are all single- family detached residences. Currently the site is developed with a single-family residence with detached outbuildings. All existing structures are to be removed. H. SUBDIVISION DESIGN FEATURES: 1.Lot Pattern and Density: The proposed lot and street layout is in conformance with King County Code (KCC) 21A(Zoning). The plat's proposed density of 6.0 dwelling units per acre in conformance with KCC 21A. 2.Internal Circulation: The site will be served by a sub-access street Road A shown on the site plan with a cul-de-sac appearing at the end. Road A and the development will be accessed by SE 184th Street. 3. Roadway Section: The Goss subdivision will provide urban road improvements with curb, gutter, and sidewalk for both the internal cul-de-sac and the frontage improvements along SE 184th Street. A widened shoulder will also be provided along SE 184th Street extending westerly to the intersection with 120th Ave SE. The wider shoulder will provide better access to the site for both pedestrians and vehicles. During preliminary review of the existing neighborhood, King County determined that SE 184th Street is a dead end roadway which will serve more than 100 lots with development of the Goss subdivision. The King County Road Standards restrict residential subdivisions along dead end roads serving this many lots; therefore, the applicant submitted a road variance application to evaluate design requirements and alternative traffic routes which may be available for secondary road access. Page 3 of 14 File No. L05P0001 During review of the road variance application, several alternative road connections were evaluated to determine the feasibility of constructing a new roadway to serve the neighborhood. An existing private road was located at 122nd Place which connects northward to SE Petrovitsky Road, however this roadway is currently not open for public access. On occasion, the existing private road has been used by emergency providers to gain access within the community. The King County Road Engineer evaluated the requirements for secondary access and provided a decision letter for the variance as shown in Attachment 2. The applicant is required to retrofit an existing gate along 122nd Place and also revise the private road easement to allow use of the roadway by emergency service providers. At this time, the applicant indicates that one property owner is willing to allow modifications to the gate and easement, however, written documentation has not been provided to indicate that all parties along the private easement are satisfied with the proposal. Unless the private easement is revised as required by the road variance, the Goss subdivision cannot be developed as currently proposed. To demonstrate compliance with the road variance conditions, the Department has requested the applicant provide written confirmation from all affected parties prior to the public hearing for the subdivision. 4.Drainage: The proposed subdivision includes a storm water pond located within Tract B shown on the preliminary plat. The drainage facility is designed to store and release storm water into a stream located along the south property line of the subject property. During preliminary review, the downstream drainage corridor was evaluated to determine the extent of any existing or potential flooding, erosion, or capacity problems. The applicant's drainage analysis included a site inspection of the downstream system and also evaluated drainage complaints previously submitted to King County related to downstream problems. It was determined that the adjacent plat of Auria Woods previously constructed a portion of the subdivision within the stream floodplain and downstream property owners alleged that subsequent problems occurred with flooding, sedimentation, and tree damage. The Auria Woods subdivision is currently working with King County to mitigate any problems associated with construction along the stream corridor. Since the Goss subdivision is not proposing any development within the stream corridor, additional downstream impacts are not anticipated. As shown on the applicant's site plan for the Goss property, no development will occur with the stream buffer which extends a minimum of 60 feet from the stream. The stream is also located approximately 8 feet lower in elevation than any proposed grading within the property; therefore, floodplain encroachments will not occur for the Goss subdivision. In accordance with the 2005 King County drainage manual, the storm water facilities will be designed with the conservation flow control standard which is an effective design for storing water and providing a low release rate to minimize any potential downstream flooding or erosion. After construction and acceptance of the drainage vault, the storm water facility will be maintained in the future by King County. TRANSPORTATION PLANS: 1.Transportation Plans: The subject subdivision is not in conflict with Transportation, Non-motorized and Trails plan. 2.Subdivision Access: The site will gain access from SE 184` h Street. 3.Traffic Generation: It is expected that approximately 170 vehicle trips per day will be generated with full development of the proposed subdivision. This calculation includes service vehicles (i.e., mail delivery, garbage pick-up, school bus)which may currently serve this neighborhood, as well as work trips, shopping, etc. Page 4 of 14 File No. L05P0001 NW store 4.Adequacy of Arterial Roads: This proposal has been reviewed under the criteria in King County Code 14.70, Transportation Concurrency Management; 14.80, Intersection Standards; and King County Code 14.75; Mitigation Payment System. a.King County Code 14.70—Transportation Concurrency Management: The Transportation Certificate of Concurrency dated December 7, 2004, indicates that transportation improvements or strategies will be in place at the time of development, or that a financial commitment is in place to complete the improvements or strategies within six (6) years, according to RCW 36.70A.070(6). b.King County Code 14:80—Intersection Standards: The traffic generated by this subdivision falls below the threshold requiring mitigation. The existing arterial system will accommodate the increased traffic volume generated by this proposal. c.King County Code 14.75 —Mitigation Payment System: King County Code 14.75, Mitigation Payment System (MPS), requires the payment of a traffic impact mitigation fee (MPS fee) and an administration fee for each single-family residential lot or unit created. MPS fees are determined by the zone in which the site is located. This site is in Zone(s) 342 per the MPS/Quartersection list. MPS fees may be paid at the time of final plat recording, or deferred until building permits are issued. The amount of the fee will be determined by the applicable fee ordinance at the time the fee is collected. J. PUBLIC SERVICES: 1.Schools: 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, Nelsen Middle School and Lindberg Senior 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: Benson Hills Elementary: Benson Hills Elementary is located on 116th Avenue SE, north of the intersection of SE 188th Street at the (approximately) 18700 block. Elementary school-age students from the proposed plat of Goss will walk to school. Segment 1: 120th Avenue SE to project frontage Sidewalks will be constructed across the frontage on South 184th Street with the approval of the subdivision. Urban improvements on the north side of SE 184th Street, across the street from the plat, are a condition of development approval for the preliminary plat of Sandhu/Benson Trails, in addition to an off-frontage walkway improvement along the north side of the roadway west to the intersection of SE 184th Street/120th Avenue SE. Adequate walkway conditions will not exist along SE 184th Street east of 120th Avenue SE if the required subdivision improvements have not yet been constructed by the developer of the Sandhu (now known as "Benson Trails"),. Page 5 of 14 File No. L05P0001 Segment 2: 116th Avenue SE to 120th Avenue SE West of 120th Avenue SE, the most direct walkway route would include continuing west along SE 184th Street to 116th Avenue SE, crossing 116th Avenue SE on the south leg of the intersection at a marked crosswalk—and then southerly along west side of the street. From SE 184th Street to the school boundary(approximately 900 feet south of the intersection), walkways consist of an 8 foot wide paved shoulder. Along the south side of SE 184th,between 116th Avenue SE and 120th Avenue SE, walkway conditions consist of a gravel shoulder—varying in width from 6 to 8 feet. Along the north side of the roadway, between 116th Avenue SE and 120th Avenue SE, the shoulder varies in width from 4 to 6 feet, and abuts an open stormwater conveyance system. KCDOT designed and constructed improvements to SE 184th, between the residence at 11637 SE 184th Street and 120th Avenue SE. These improvements included revisions to the [then] existing storm drainage facilities and installation of a graded gravel shoulder. Confirmation of the completion of the Department's construction was made in an email communication with the DOT project engineer: Shasta McKinley on 14 March 2007. Segment 3: 116th Avenue SE, from Benson Hills Elementary to SE 184th Street Walkway conditions along this section of the school pathway consist of an eight(8)-foot wide paved shoulder along the west side of 116th Avenue SE— up to the school boundary. At the school frontage, full urban improvements concrete curbs, gutters and sidewalks)were required as a condition of approval for a full reconstruction of the school site. This roadway segment is approximately 850 feet in length. The Department would note that an application for subdivision has been submitted on a property located at the southwest corner of the 116th Avenue SE/ SE 184th Street. This review of this subdivision: Welman(DDES File L06P0009)has not been completed, nor has it been scheduled for hearing. The Applicant has shown urban improvements along the 116th Avenue SE boundary of the site. These improvements, if required as a condition of subdivision approval, and preliminary approval granted, would provide urban improvement along 370 feet(+/-) of the 850 foot distance between SE 184th and the Benson Hills E.S. frontage improvements. Students walking to/from school are provided a marked crosswalk across the south leg of the intersection of SE 184th Street on 116th Avenue SE, with appropriate roadway warning signage. The Department believes that these school walkway conditions would be adequate for the number of elementary school-age pedestrians generated by the Goss subdivision, when considered with the existing observed number of students walking this route and the added student population generated by the pending Sandhu/Benson Trails subdivision, regardless of the construction of these improvements with the proposed plat of Welman. Nelsen Middle School: Students residing within the proposed subdivision attending Nelsen Middle School appear have bus transportation provided, but must walk to the school bus stop. Contact with the Renton School District staff on 14 March 2007 confirmed that the school bus stop is located at the intersection of 120th Avenue SE/SE 184th Street. This stop is approximately 450 feet west of the subdivision boundary. As was stated in the description of the walkway Page 6 of 14 File No. L05P0001 iw conditions to the Benson Hill Elementary School, off-frontage walkway improvements along this section of 184th Avenue SE were previously required with the approval of the Sandhu/Benson Hills subdivision on the north side. Lindberg Senior High School: Students attending Lindberg Senior High School are provided bus transportation. The walkway conditions would be the same as for the students attending Nelsen Middle School, and the first walkway segment for the elementary school students attending Benson Hills Elementary, since the closest identified bus stop is located at the intersection of 120th Avenue South at Southeast 184th Street. 2. Parks and Recreation Space: The nearest public park is Boulevard Lane Park, located at 127th P1 SE and SE 188th P1 Kent WA 98058. K.C.C. 21A.14 requires subdivisions in the UR and R zone classifications to either provide on-site recreation space or pay a fee to the Parks Division for establishment and maintenance of neighborhood parks. At this time, the applicant is proposing to provide suitable recreation space. The Subdivision Technical Committee concurs with the applicant's proposal. 3. Fire Protection: The Certificate of Water Availability from Soos Creek Water and Sewer District dated February 9, 2005 indicates that water is presently available to the site in sufficient quantity to satisfy King County Fire Flow Standards. All future residences constructed within this subdivision are required to be sprinkled NFPA 13D unless the requirement is removed by the King County Fire Marshal or his/her designee (Attachment 3). Prior to final recording of the plat, the water service facilities must be reviewed and approved per King County Fire Flow Standards. K. UTILITIES 1.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. A Certificate of Sewer Availability, dated February 9, 2005, indicates this sewer district's capability to serve the proposed development. 2.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. A Certificate of Water Availability, dated February 9, 20058, indicates this district's capability to serve the proposed development. L. COMPREHENSIVE AND COMMUNITY PLAN: 1.Comprehensive Plan: This plan is governed by the 2004 King County Comprehensive plan which designates this area as Urban. The proposed subdivision is not in conflict with the policies of the Comprehensive Plan. 2.Community Plans: The subject subdivision is located in the Soos Creek Community Plan. The subject subdivision is not in conflict with the goals, guidelines, and policies of the Soos Creek Community Plan. M. STATUTES/CODES: If approved with the recommended conditions in this report, the proposed development will comply with the requirements of the County and State Platting Codes and Statutes, and the lots in the proposed subdivision will comply with the minimum dimensional requirements of the zone district. Page 7 of 14 File No. L05P0001 N. 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, based on the conditions for final plat approval. O. RECOMMENDATIONS: It is recommended that the subject subdivision revised and received October 7, 2005, be granted preliminary approval subject to the following conditions of final approval: 1.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. Any/all plat boundary discrepancy shall be resolved to the satisfaction of DDES 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 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. All future residences constructed within this subdivision are required to be sprinkled NFPA 13D unless the requirement is removed by the King County Fire Marshal or his/her designee. The Fire Code requires all portions of the exterior walls of structures to be within 150 feet (as a person would walk via an approved route around the building) from a minimum 20-foot wide, unobstructed driving surface. To qualify for removal of the sprinkler requirement driving surfaces between curbs must be a minimum 28 feet in width when parking is allowed on one side of the roadway, and at least 36 feet in width when parking is permitted on both sides. 6.Final plat approval shall require full compliance with the drainage provisions set forth in King County Code (KCC) 9.04. Compliance may result in reducing the number and/or location of lots as shown on the preliminary approved plat. Preliminary review has identified the following conditions of approval, which represent portions of the drainage requirements. All other applicable requirements in KCC 9.04 and the Surface Water Design Manual (SWDM) must also be satisfied during engineering and final review. a.Drainage plans and analysis shall comply with the 2005 King County Surface Water Design Manual. DDES approval of the drainage and roadway plans is required prior to any construction. Page 8 of 14 File No. LO5P0001 41140, New' b.Standard plan notes and a construction sequence as specified in the King County drainage manual shall be shown on the engineering plans (Reference Section 7B). c.A storm water pollution prevention and spill (SWPPS)plan shall be included with the project engineering plans as required in Chapter 2 of the drainage manual. d.Storm water facilities shall be designed using the KCRTS conservation flow control standard. Water quality facilities shall also be provided using the basic water quality protection menu. The size of the proposed drainage tracts may have to increase to accommodate the required drainage facilities, road access, and recreation designs. All runoff control facilities shall be located in a separate tract and dedicated to King County unless portions of the drainage tract are used for recreation space in accordance with KCC 21A.14.180. e.As required by the King County drainage manual, road access for maintenance of the storm vault shall be provided for all applicable locations over the vault including access panels, control structures and at least one access point per storm cell. The applicant shall submit revised recreation plans to the King County planning section to determine if the proposed recreation facilities are compatible with the drainage facility and roadway designs. f.To implement the required Best Management Practices (BMP's) for treatment of storm water, the final engineering plans and technical information report(TIR) shall clearly demonstrate compliance with all applicable design standards. The requirements for best management practices are outlined in Chapter 5 of the drainage manual. As noted is section 5.2.1.1, a soils report is required to evaluate if infiltration is possible for development of the lot areas. The design engineer shall address the applicable requirements on the final engineering plans and provide all necessary documents for implementation. The final recorded plat shall include all required covenants, easements, notes, and other details to implement the required BMP's for site development. g.An upstream drainage basin is shown in the applicant's drainage analysis which enters the site along the eastern property line. The final engineering plans shall be designed to address the requirements for bypass of upstream drainage as described on page 1-42 in the drainage manual. Any onsite ponding areas or natural attenuation of surface water within the site shall be compensated for in the flow control design as required by Section 3.3.7. h.As required by Special Requirement No. 2 in the drainage manual, the 100- year floodplain boundaries for the onsite stream shall be shown on the final engineering plans and recorded plat. 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 DDES 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 lots 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." Page 9 of 14 File No. L05P0001 7.The proposed subdivision shall comply with the 1993 King County Road Standards KCRS) including the following requirements: a.The onsite cul-de-sac shall be improved as an urban sub access street. If required by the King County Fire Engineer, a roadway wider than the sub access design may also be required. b.SE 184th Street shall be improved along the frontage of the property as an urban neighborhood collector including a sixteen foot driving lane and vertical curb with sidewalk. c.Tract C and the tract serving lots 6 and 7 shall be improved as private joint use driveways serving a maximum of two lots each. The serving lots shall have undivided ownership of the tracts and be responsible for its maintenance. As specified in KCRS 3.01C, improvements shall include an 18 foot paved surface and a minimum tract width of 20 feet. Drainage control shall include a curb or thickened edge on one side. d.The proposed road improvements shall address the requirements for road surfacing outlined in KCRS Chapter 4. As noted in section 4.01 F, full width pavement overlay is required where widening existing asphalt. e.During preliminary plat review, the applicant submitted a road variance application(File No. L05V0079), regarding the access and circulation requirements in KCRS 2.20. A road variance decision by the County Road Engineer, dated February 2, 2007, has approved the variance application with the following three conditions which must be satisfied during final plat review. A preliminary plat condition must require that all homes be built with monitored residential fire sprinkler systems installed. The emergency access route on 122nd Place SE must have a retrofitted gate to accommodate emergency providers. The easements along the route must be revised to permit emergency access. A four-foot wide gravel shoulder must be constructed along one side of SE 184th Street from the plat frontage westward to 120th Avenue SE. f.As shown on the preliminary plat, an adjacent parcel has a sixteen foot wide road easement which extends along the west property line of the Goss property. Since the existing pavement straddles a portion of the property line, the pavement on the Goss property must be removed and the driveway relocated within the 16-foot easement. The applicant shall coordinate the driveway reconstruction with the neighbor, and prior to engineering plan approval, the applicant shall submit to King County a letter from the owner served by the easement indicating their agreement to allow reconstruction of the driveway. g.Street trees shall be included in the design of all road improvements, and shall comply with Section 5.03 of the KCRS. h.Modifications to the road standards shown above may be considered by King County pursuant to the variance procedures in KCRS 1.08. 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: (1)pay the MPS fee at the final plat recording, or(2) pay the Page 10 of 14 File No. L05P0001 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. 10. There shall be no direct vehicular access to or from SE 184th Street from those lots which abut it. A note to this effect shall appear on the engineering plans and the final plat. 11. The proposed subdivision shall comply with the Critical Areas Code as outlined in K.C.C. 21A.24. Permanent survey marking, and signs as specified in K.C.C. 21A.24.160 shall also be addressed prior to final plat approval. Temporary marking of critical 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. 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. Streams a. The Type N Aquatic Area(stream) shall have a 65 foot buffer as measured from the ordinary high water mark (OHWM) or the top of bank if the OHWM cannot be identified. b. Aquatic areas and their buffers shall be placed in Critical Area Tracts for long term protection. c. A 15' building set back line is required from the edge of Critical Area Tracts and shall be shown on all affected lots. d. Fencing(four foot high split-rail or similar) shall be installed along the Critical Area Tract boundaries in the area of newly created lots. Critical area signs shall be installed on the fence at 50 foot intervals or less. e. Buffer averaging may be permitted per 21A.24.358 E. Final review will be completed during engineering review. A buffer enhancement plan will be required at engineering review. f. The engineering plans shall be submitted and reviewed by Critical Areas Staff. Alterations to Streams 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. 13. The following note shall be shown on the final engineering plan and recorded plat: RESTRICTIONS FOR CRITICAL AREA TRACTS AND CRITICAL AREAS AND BUFFERS Dedication of a critical area tract/critical area and buffer conveys to the public a beneficial interest in the land within the tract/critical 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, Page 11 of 14 File No. L05P0001 Nome Nov maintenance of slope stability, and protection of plant and animal habitat. The critical area tract/critical area and buffer imposes upon all present and future owners and occupiers of the land subject to the tract/critical area and buffer the obligation, enforceable on behalf of the public by King County, to leave undisturbed all trees and other vegetation within the tract/critical area and buffer. The vegetation within the tract/critical area and buffer may not be cut, pruned, covered by fill, removed or damaged without approval in writing from the King County Department of Development and Environmental Services or its successor agency, unless otherwise provided by law. The common boundary between the tract/critical area and buffer and the area of development activity must be marked or otherwise flagged to the satisfaction of King County prior to any clearing, grading,building construction or other development activity on a lot subject to the critical area tract/critical 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 law. 14. 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 DDES 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. 15. A homeowners' association or other workable organization shall be established to the satisfaction of DDES which provides for the ownership and continued maintenance of the recreation space and critical area tract. 16. Street trees shall be provided as follows (per KCRS 5.03 and K.C.C. 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 DDES if located within the right- of-way, and shall not include poplar, cottonwood, soft maples, gum, any fruit-bearing trees, or any other tree or shrub whose roots are likely to obstruct sanitary or storm sewers, or that is not compatible with overhead utility lines. Page 12 of 14 File No. L05P0001 Nemo 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 SE 184th Street is on a bus route. If SE 184th Street 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. To implement KCC 16.82 which applies to the site, a detailed tree retention plan shall be submitted with the engineering plans for the subject plat. The tree retention plan(and engineering plans) shall be consistent with the requirements of KCC 16.82, as well as the conceptual tree retention plan dated October 7, 2005. 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 KCC 16.82. The placement of impervious surfaces, fill material, excavation work, or the storage of construction materials is prohibited within the fenced areas around preserved trees, except for grading work permitted pursuant to KCC 16.82. 19. 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 KCC 16.82. (Note that the tree retention plan shall be included as part of the final engineering plans for the subject plat.) Q. OTHER CONSIDERATIONS: 1.The subdivision shall conform to K.C.C. 16.82 relating to grading on private property. 2.Development of the subject property may require registration with the Washington State Department of Licensing, Real Estate Division. 3.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 is not limited to the following: a.Forest Practice Permit from the Washington State Department of Natural Resources. b. National Pollutant Discharge Elimination System (NPDES) Permit from WSDOE. c.Water Quality Modification Permit from WSDOE. d.Water Quality Certification(401) Permit from U.S. Army Corps of Engineers. R. TRANSMITTED TO PARTIES LISTED HEREAFTER: BARGHAUSEN CONS ENGRS INC. ATTN. IVANA HALVORSEN 18215 72ND AVENUE SOUTH KENT, WA 98032 Page 13 of 14 File No. LO5P0001 Noe Nors0 CLAUSSEN, KIM PPMIII CPLN LUSD MS OAK DE 0100 CORE DESIGN CLIFF WILLIAMS 14711 NE 29TH PL, SUITE#101 BELLEVUE, WA 98007 DINSMORE LISA SUPERVISOR CPLN LUSD MS OAK DE 0100 DYE PETE SR ENGR ERS LUSD MS: OAK DE 0100 GILLEN, NICK WETLAND REVIEW CAS LUSD MS: OAK-DE- 0100 GOLL SHIRLEY ASII CPLN LUSD MS OAK DE 0100 GOSS, MYRON 12047 SE 184TH RENTON, WA 98055 KC HEARING EXAMINER ATTN: MARKA/GINGER MS YES-CC-0404 L05P0001 GOSS PLAT LANGLEY, KRIS TRAFFIC REVIEW CPLN LUSD MS: OAK -DE—0100 LOWE, RICK 12255 SE 184TH ST. RENTON, WA 98058 MUCKLESHOOT INDIAN TRIBE FISHERIES DIVISION 39015 72ND AVE SE AUBURN, WA 98092 SCHREI STEPHEN J L.S. CORE DESIGN 4711 NE 29TH PL SUITE 101 BELLEVUE WA 98007 TIBBITS, CHAD PPMII CPLN LUSD MS: OAK-DE- 0100 TOWNSEND STEVE SUPERVISOR LUIS LUSD MS OAK DE 0100 WENZL, ROBERT BELMONT HOMES INC. PO BOX 2401 KIRKLAND, WA 98083-2401 WEST, LARRY GEO REVIEW CAS LUSD MS: OAK- DE- 0100 WHITING KELLY KC DOT RD SERV DIV MS KSC TR 0231 Page 14 of 14 File No. L05P0001 444100* Now" O R 4f e 10.95 E <2 3` L i. 46181k1 i SF. 1l s^'-'.,., 3 42863 S.P. 95, v p r 10'PRIVATE DRAINAGE 7 y 2 O• 0 16 y EASEMENT 3800±SF.I `r r I.,: 40113 SF.,' 1 \ I'' 2651 SF. 95 i a1, J I 08',' v m i Irr J 3800±S.F. r Q 4S4S 5F \ \\ l'' 1 6253 r 95G i 120'— I .f s 3800i Si, o I 4 1. O 5151± SF. \`\\ s 3 i 1 S, i P 84....,4 i 03800iSI 13 3519±SF. A 50 45 20'ACCESS I Q' P EASEMENT 8' 1g'i9 931± SF R 12 4025±SF. \\ `'- . 10 PUBLIC DR. 0 O". I. I R•48. ,, 'E 93 248ESF.NT I 34' 98 4-139i S.F. I Ly 11 i 3919±:S.F14131iSF. SP. ( m1 . U Hi O 13914i SF I j -45 8F. g 5049± 5.F,' Vqq Z n u,v+. I iY O 0 m , 1O, A N J N - 4255f'SF 10'PRIV/ATE . Z Ir DRAINAGE s0..._, 20' I EASEMENT F2 -. 2446 SF a 132' v 8TREAm8EDsume` s., TRAG? B R STORM DRAINAGE'/OPEN SPACE \ 9101i SF 1z0SS TRACT A 838 8F. 65 8"` 4OPEN"SPACE t. 24934i SF a"BAR 440 8F. \ATTACHMENT ti N OF AGE PA E N_______, 55 OP. 342.11 CALL. (342.06 R F:.22 FOUND 1/2' IRON PIPE 792.17 REP 1(792.08 REF. 2) N88` Q'il'11) 0.1' EAST OF PROP. CORNE FOUND 3/4" RBR/YP STAMPED 445" 0.1' SX0.1' W kikeintror , • ,, ' PROPERTY CORNER Lospeelp/6oss s i I King County Road Services Division Department of Transportation KSC-TR-0222 201 South Jackson Street Seattle, WA 98104-3856 February 2, 2007 Robert H. Stevens 14711 NE 29th Place, #101 Bellevue, WA 98007 RE: Road Variance L05V0079—Goss Subdivision—Related file LO5P0001 Dear Mr. Stevens: Thank you for your application for a variance from the King County Road Standards (KCRS). You requested a variance from Section 2.20 of the KCRS concerning the proposed access off the dead-ended road system on SE 184th Street. With your proposed 17 lots, more than 100 lots will be served by the sole access on SE 184th Street. You demonstrated that road connections cannot be extended through your site to create viable future road connections. You do not have property rights to extend a second connection to the dead-end road network on SE 184th Street and 124th Avenue SE. The Bonneville Power Administration will not allow emergency access roads within their easement. With the addition of 17 lots,the road network via SE 184th Street will serve 105 lots. The paved width of the access road of SE 184th Street is more than sufficient. I approve a variance for a sole access road serving more than 100 lots with the following conditions: 1. A preliminary plat condition must require that all homes be built with monitored residential fire sprinkler systems installed. 2. The emergency access route on 122nd Place SE must have a retrofitted gate to accommodate emergency providers. The easements along the route must be revised to permit emergency access. 3. A four-foot wide gravel shoulder must be constructed along one side SE 184th Street from the plat frontage westward to 120th Avenue SE. This decision applies only to KCRS identified in the variance request. All other design requirements in the KCRS and other regulations, such as surface water management and zoning, must still be satisfied for a land use permit application. The applicant retains the rights and privileges afforded by King County Code and adopted Public s pertaining to road variance processing (KCC 14.42, PUT 10-2). This variauNIrcisi valid for one year from ATTACH OF PAGE 202M PAGE Robert H. Stevens vie February 2, 2007 Page 2 date of letter unless an associated land use permit is pending or submitted within the one year period. In these cases, the variance decision is valid for the duration of the permit processing. A copy of staffs analysis, findings, and conclusions is enclosed. If you have any questions, please call Craig Comfort, Road Variance Engineer, Traffic Engineering Section, at 206-263-6109. Sincerely, Paulette Norman, P.E. County Road Engineer PN:CC:kc Enclosure cc: James Sanders, P.E., Development Engineer, Land Use Services Division (LUSD), Department of Development and Environmental Services (DDES) Pete Dye P.E., Senior Engineer, LUSD, DDES Linda Dougherty, Division Director, Road Services Division (RSD), Department of Transportation (DOT) Matthew Nolan, P.E., County Traffic Engineer, Traffic Engineering Section, RSD, DOT Fatin Kara, P.E., Supervising Engineer, Traffic Engineering Section, RSD, DOT Kris Langley, Senior Engineer, Traffic Engineering Section, RSD, DOT Craig Comfort, P.E., Road Variance Engineer, Traffic Engineering Section, RSD, DOT p,TTACHMENT OF PAGE PAGE NNW Nirsti 0 King County Road Services Division Department of Transportation Traffic Engineering Section MS KSC-TR-0222 201 South Jackson Street Seattle,WA 98104 February 2, 2007 TO: Variance File FM: Craig Comfort, P.E., Road Variance Engineer, Traffic Engineering Section RE: Road Variance L05V0079—Goss Subdivision—Related File L05P0001 Applicant's Presentation: 1. The Goss Subdivision is a 17-lot plat proposed at the south side of SE 184th Street. Access will be via a cul-de-sac off of SE 184th Street. A long, dead-ended road system extends on SE 184th Street starting eastward from 120th Avenue SE. More than 88 lots are served from the sole access on SE 184th Street, with potentially 105 lots served with the Goss Plat. The King County Road Standards(KCRS) requires a second access if more than 100 lots are served on a sole access. A variance is requested to allow access off SE 184th Street without a second connection to the road network. 2. It is not possible for the applicant to provide a second access. A stream to the south of the site blocks future road connections in that direction. A recently platted project to the south, Auria Woods, did not provide a northward road stub. The property to the west has fully subdivided and no connection is possible in that direction. To the east is a Bonneville Power Administration (BPA) easement. The applicant has no where to stub to and cannot build a secondary access offsite for the overall dead-ended road system that extends off SE 180th Street northward on 124th Avenue SE, then westward on SE 178th Street. The dead- end road system extends over 3,000 feet. The applicant has no offsite property rights to extend the roads system. 3. The road network of SE 184th Street to 124th Avenue SE to SE 178th Street is constrained by the BPA easement on the west and by streams that border the road system on the north, east, and west. There are some potential possibilities for future road extensions for a second access road into the deadended road network. This applicant does not control the property rights to make the connections. The Goss Plat is at the start of the road system, and the second access would ideally be near the end of the road network in order to provide a loop road that limits the cul-de-sac length and the number of lots on a cul-de-sac. 4. An existing gravel and paved private road(122nd Place SE) extends from SE Petrovitsky Road to SE 178th Street. The private road had a gate midway along the length, but emergency providers have used the access. ATTACHMENT PAGE pp,GE Variance File February 2, 2007 Page 2 Staffs Findings and Conclusions: 1. A second access could potentially be provided in the future if SE 178th Street were extended westward to SE 180th Street or SE Petrovitsky Road. These extensions would depend on future development and subdivision of properties along the potential road extensions. 2. A dirt and gravel road extends from a gate at the west terminus of SE 178th Street west and north through several gates to SE Petrovitsky Road. The gravel and dirt road is within the BPA transmission line easement. The BPA denied the applicant's request for fire and emergency access across the BPA easement. 3. Fire District Number 40 supports the proposal for over 100 lots on a sole access road if there is a plat condition stipulating that all homes in the subdivision must be built with monitored residential fire sprinkler systems installed per FMA standards for residential sprinkler systems. 4. Widening a shoulder from the site frontage on SE 184th Street to 120th Avenue SE would enhance pedestrian access and livability for the neighborhood. The shoulder widening would also enhance the access. ATTAC MENT-------2 OF P GE PA E ww' REVISED FIRE ENGINEERING CONDITIONS PLAT OF GROSS PROPERTY Permit Approval Conditions Document Fire System Review Tracking Number: LO5P0001 MAIN FILE Copy 1/25/07 The following conditions apply to the Fire Engineering approval of the above referenced preliminary plat: AA02 MUDD Any questions regarding the fire review of this plan should be directed to: Bill Mudd, Fire Engineering Supervisor Telephone: (206) 296-6785. SPRINKLER REQUIREMENT *** All future residences constructed within this subdivision are required to be sprinkled NFPA 13D unless the requirement is removed by the King County Fire Marshal or his/her designee. The Fire Code requires all portions of the exterior walls of structures to be within 150 feet(as a person would walk via an approved route around the building) from a minimum 20-foot wide, unobstructed driving surface. To qualify for removal of the sprinkler requirement driving surfaces between curbs must be a minimum of 28 feet in width when parking is allowed on one side of the roadway, and at least 36 feet in width when parking is permitted on both sides. Additionally,the joint-use driveway serving lot 10 has to have a minimum 20-foot wide driving surface or the residence constructed on lot 10 will have to be sprinklerd. FH01 FIRE HYDRANT WATERMAIN PERMITS A separate permit is required for the installation of water mains and/or fire hydrants. Submit three(3)copies of drawings and specifications to DDES Building Services Division Permit Service Center for a permit application. Review and approval by Fire Engineering Section is required prior to installation. Plans shall include,but are not limited to;pipe sizes,pipe type, valves/fittings,thrust blocks and/or rodding and material listings. Fire hydrants shall be installed per K.C.C. Title 17 Water mains shall be installed and tested per AWWA standards and/or NFPA#24(STANDARDS FOR PRIVATE FIRE HYDRANTS AND WATERMAINS); as applicable. Ref. 1001.4 UFC NOTE: UNLESS SPECIFICALLY NOTED,ANY WATERMAIN OR FIRE HYDRANT DETAILS ON BUILDING PLANS/DRAWINGS HAVE NOT BEEN REVIEWED OR APPROVED. p_r.__° NIENT Fire Systems Review Approval Conditions PAGE Page 1 of 2 err' err' FH74 PRELIMINARY PLAT APPROVAL Preliminary Fire Engineering approval has been granted based upon the following information provided. To obtain final Fire Engineering approval,the following item(s) must be submitted to the DDES permit service center;reviewed and approved: I. Certificate of Water Availability. (Provided by appropriate water purveyor). Valid one year from date of signature. Minimum acceptance flow shall be 1000 gallons per minute at 20 pounds per square inch residual pressure. II. Three copies of plans indicating: A.Fire hydrant(s)location - measured by vehicular travel distance. (K.C.C. Title 17) Residential 1. 700 ft. maximum spacing. 2. Not more than 350 ft. from each lot. B. Watermain placement(K.C.C. Title 17) 1. Source(i.e.) supply connection. 2. Main sizes identified. C.Fire access roads Ref. IFC, Sections 501 through 503, 2003 addition 1. Minimum 20 ft. wide unobstructed- 13'6"vertical clearance, unobstructed. All-weather surface, able to withstand 25 tons. 2. Fire access roads in excess of 150 feet(dead-ends), must have a turn-around area. Required turn-arounds must be a minimum 80-foot diameter.[INCLUDING TEMPORARY TURNAROUNDS] 3. Fire access roads must provide 20-foot minimum inside turning radius and 40 outside turning radius when said roads change direction. 4. Fire access roads shall not exceed 15% grade. 5. The required width of any fire apparatus access road shall not be obstructed in any manner, including parking of vehicles. Minimum required widths and clearances established under this section shall be maintained at all times. D. Marking when required, approved signs or other approved notices shall be provided and maintained for fire apparatus access roads to identify such roads and prohibit the obstruction thereof or both. Ref. IFC, Sections 501 through 503, 2003 edition FH77 FINAL PLAT APPROVAL Final plat approval requires an inspection and approval of the fire hydrant and water main installation by a King County Fire Inspector,prior to recording. Call [8881546-7728 to schedule an inspection; after a permit to install has bee obtained from DDES; Fire Protection Engineering. r -'(,HMEN 3T Fire Systems Review Approval Conditions Page2of2 GE King County Dept. of Development and Environmental Services Land Use Services Division 900 Oakesdale Avenue Southwest Renton, Washington 98057-5212 Fax No. 206-296-6613 or 206-296-7051 FAX COVER SHEET TO: Ginger/ Marka FAX NO.: 206-296-1654 PHONE NO.: 206-296-4660 Total numbers of pages including this cover sheet: 3 Date: March 20, 2007 Time: From: Shirley Goll Phone: 206-296-6796 Sender's Name Sender's Phone Permit Name/Number: LO5P0001- GOSS SUBDIVISION Parties of Record list, applicant name & address, property location. COMMENTS: Hearing date is set for April 3, 2007. SEPA appeal period will end on March 26, 2007 The Hear. Exam. file is being delivered to Ginger by Chad and will be brought downtown this afternoon-thanks PROPOSED ORDINANCE NUMBER - # 2007- 0211 ExaminerFaxCover.doc MAIN FILE COPY BARGHAUSEN CONSULTING ENGINEERS,1N C.We L05P0001 LOWE,RICK al V L05P0001 ATTN. IVANA HALVORSEN 12255 SE 184TH ST. 18215 72ND AVENUE SOUTH RENTON,WA 98058 KENT,WA 98032 CLAUSSEN,KIM L05P0001 MUCKLESHOOT INDIAN TRIBE L05P000I PROGRAM MANAGER III FISHERIES DIVISION MS:OAK-DE-0100 DDES/LUSD 39015 72ND AVE SE AUBURN,WA 98092 CORE DESIGN L05P0001 SCHREI STEPHEN J L.S. L05P0001 CLIFF WILLIAMS CORE DESIGN 14711 NE 29TH PL,SUITE#101 14711 NE 29TH PL SUITE 101 BELLEVUE,WA 98007 BELLEVUE WA 98007 DINSMORE LISA SUPERVISOR L05P0001 SEATTLE KC HEALTH DEPT L05P0001 CPLN LUSD MS OAK DE 0100 14350 SE EASTGATE WAY BELLEVUE WA 98007 GILLEN,NICK L05P0001 TIBBITS,CHAD LO5P0001 WETLAND REVIEW PROJECT MANAGER II MS:OAK-DE-0100 DDES/LUSD MS:OAK-DE-0100 DDES/LUSD GOLL SHIRLEY ASII L05P0001 TOWNSEND STEVE SUPERVISOR L05P0001 CPLN LUSD LUIS LUSD MS OAK DEOI00 MS OAK DEOI00 GOSS,MYRON L05P0001 WENZL,ROBERT LO5P0001 12047 SE 184TH BELMONT HOMES INC. RENTON,WA 98055 PO BOX 2401 KIRKLAND,WA 98083-2401 KC HEARING EXAMINER L05P0001 WEST,LARRY L05P0001 ATTN: MARKA/GINGER GEO REVIEW MS YES-CC-0404 MS:OAK-DE-0100 DDES/LUSD L05P0001 GOSS PLAT LANGLEY,KRIS L05P0001 WHITING KELLY L05P000] TRAFFIC REVIEW DDES/LUSD KC DOT RD SERV DIV MS: OAK-DE-0100 MS KSC TR 0231 Nor GoII, Shirley From: Masuo, Janet Sent: Tuesday, March 20, 2007 11:00 AM To: Goll, Shirley; Council, Clerk Cc: Tibbits, Chad; Steadman, Marka; Ohrmundt, Ginger Subject:RE: REQUEST FOR ORDINANCE FOR THE GOSS PLAT LO5P0001 2007-0211 Original Message From: Goll,Shirley Sent: Tuesday, March 20, 2007 10:11 AM To: Council, Clerk Cc: Tibbits,Chad; Steadman, Marka; Ohrmundt,Ginger Subject: REQUEST FOR ORDINANCE FOR THE GOSS PLAT LO5P0001 Importance: High Please have the attached ordinance introduced. Your office does not need to do a legal ad. Call me if you have any questions and please let me know what the number will be. File: GOSS Subdivision Agenda.doc >> « File: GOSS Subdivision cover memo.doc » « File: GOSS Subdivision Ord.doc » MAIN FILE COPY 1 Now GoII, Shirley From: Goll, Shirley Sent: Tuesday, March 20, 2007 10:11 AM To: Council, Clerk Cc: Tibbits, Chad; Steadman, Marka; Ohrmundt, Ginger Subject:REQUEST FOR ORDINANCE FOR THE GOSS PLAT LO5P0001 Importance: High Attachments: GOSS Subdivision Agenda.doc; GOSS Subdivision cover memo.doc; GOSS Subdivision Ord.doc Please have the attached ordinance introduced. Your office does not need to do a legal ad. Call me if you have any questions and please let me know what the number will be. GOSS Subdivision GOSS Subdivision GOSS Subdivision Agenda.doc(3... cover memo.do... Ord.doc(42 K... 0 King County Department of Development and Environmental Services Land Use Services Division 900 Oakesdale Avenue Southwest Renton WA 98057-5212 PRELIMINARY PLAT AGENDA HEARING EXAMINER FOR METROPOLITAN-KING COUNTY COUNCIL LAND USE SERVICES DIVISION, BLACKRIVER CORPORATE PARK KING COUNTY DDES HEARING ROOM 900 OAKESDALE AVE SW, RENTON WA April 3, 2007- PUBLIC HEARING 10:00 a.m, or as soon thereafter as possible FILE NO. LO5P0001 —GOSS SUBDIVISION PRELIMINARY PLAT REQUEST Owner: Belmont Homes, Inc. Attn: Robert Wenzl Address/Phone: P.O. Box 2401, Kirkland WA 98083-2401 Phone: 425-893-8478 STR:SE-33-23-05 Location: Located on the south side of SE 184th Street, east of 120th Ave SE Postal City of Renton Land Measurement: Approximately 2.83 acres Proposed Use: To subdivide into 17 lots for the development of single family detached residences in the R-6 zone. Fire District: No. 40 School District: 403 Renton Nave 0 King County Department of Development and Environmental Services Land Use Services Division 900 Oakesdale Avenue Southwest Renton WA 98057-5219 DATE: March 20, 2007 TO: Anne Noris, Clerk of the Council King County Council FM: Lisa Dinsmore, Planning Supervisor Land Use Services Division RE: Introductory Ordinances for Preliminary Plats Attached are Introductory Ordinance(s) for the Hearing Examiner's agenda scheduled for public hearing, as follows: File No. L05P0001 —GOSS SUBDIVISION scheduled to be heard April 3, 2007 A copy of the hearing agenda for each item is also attached for your information. If you have any questions or need additional information, please contact me at 296-7171. Attachments title AN ORDINANCE authorizing a subdivision on certain property located on the south side of SE 184th Street, east of 120th Ave SE Postal City of Renton, at the request of Belmont Homes, Inc. Attn: Robert Wenzl, department of development and environmental services file no. L05P0001 body r King County Department of Development and Environmental Services Determination Of Non-Significance (DNS) for Goss (DDES File No. LO5P0001) Date of Issuance:March 9, 2007 Project: Request is to subdivide 2.83 acres, zoned R-6 into 17 lots for single family detached residences and a tract for combined drainage and recreation. The lots range from approximately 3,500-5,700 square feet. Location: The site is located on the south side of SE 184th Street, east of 120th Avenue SE, Renton, WA. King County Permits: Formal Plat County Contact: Chad Tibbits, Project Manager II chad.tibbits@metrokc.gov 206) 296-7194 Proponent: Belmont Homes, Inc. Attn. Robert Wenzl P.O. Box 2401 Kirkland, WA 98083-2401 425) 893-8478 Zoning: R-6 Community Plan: Soos Creek Drainage Subbasin: Soos Creek Section/Township/Range: 33-23-05 Notes: A. This finding is based on review of the project revised site plan, environmental checklist, and revised level one drainage analysis, and other documents in the file. B. The drainage facilities will be designed in accordance with the 2005 King County Surface Water Design Manual. C. Issuance of this threshold determination does not constitute approval of the permit. This proposal will be reviewed for compliance with all applicable King County codes which regulate development activities, including the Uniform Fire and Building Codes, Road Standards, Surface Water Design Manual, and the Critical Areas Regulations. Exhibit No. paw F,, d copy Item No. L Qac') 1 ,p Received `r'c,' King County Hearing Examiner We Goss —L05P0001 March 9, 2007 Page 2 Threshold Determination The responsible official finds that the above described proposal does not pose a probable significant adverse impact to the environment. This finding is made pursuant to RCW 43.21C, KCC 20.44 and WAC 197-11 after reviewing the environmental checklist and other information on file with the lead agency and considering mitigation measures which the agency or the applicant will implement as part of the proposal. The responsible official finds this information reasonably sufficient to evaluate the environmental impact of this proposal. The lead agency has determined that the requirements for environmental analysis, protection, and mitigation measures have been adequately addressed in the development regulations and comprehensive plan adopted under chapter 36.70A RCW, and in other applicable local, state, or federal laws or rules, as provided by RCW 43.21C.240 and WAC 197-11-158. Our agency will not require any additional mitigation measures under SEPA. Comments and Appeals Written comments or any appeal of this threshold determination must be stamped received by King County before 4:30 PM on March 26, 2007. Appeals must be accompanied by a nonrefundable filing fee. Please reference the file numbers when corresponding. Appeals must be in writing and state the perceived errors in the threshold determination, specific reasons why the determination should be reversed or modified, the harm the appellant will suffer if the threshold determination remains unchanged, and the desired outcome of the appeal. If the appellant is a group, the harm to any one or more members must be stated. Failure to meet these requirements may result in dismissal of the appeal. Comment/appeal deadline: 4:30 PM on March 26, 2007 Appeal filing fee: 250 check or money order made out to the King County Office of Finance Address for comment/appeal: King County Land Use Services Division 900 Oakesdale Avenue SW Renton, WA 98055-1219 ATTN: Current Planning Section Responsible Official: a..(,(2„f\t-ce gaprik, Lis Dinsmore, Supervisor Date Current Planning Section Land Use Services Division TD-LOGO 2/98 Notice 0 Decision- SEPA Threshold Determination Department of Development and Environmental Services a n dLandUseServicesDivision Notice of Recommendation900OakesdaleAvenueSouthwest Renton,Washington 98055-1219 Hearing File No. LO5P0001 Project Name: Goss Subdivision DDES Project Manager: Chad Tibbits, 206-296-7194 Email: chad.tibbits(c metrokc.gov' Applicant: Belmont Homes, Inc. Attn'. Robert Wenzl P.O.'Box 2401 Kirkland,WA 98083-2401 425) 893-8478 Project Location': The site is located on the south side of SE 184t'' Street, east of 120th Avenue SE, Renton, WA. Project Description: Subdivision of approximately 2.83'acres into 17 lots forthe development of single family detached residences in the R-6 zone. The,proposed lots range in size from approximately 3,500 to 5,700 square feet. Permits Requested: Formal Subdivision Department Recommendation to the Hearing Examiner: Approve, subject to conditions Date of Public Hearing: April 3, 2007, 10:00 am DDES Hearing Room —first floor 900 Oakesdale Ave SW Renton, WA 98055-1219 SEPA Threshold Determination: Determination of Non-Significance (DNS) Issued March 9, 2007 The Department of Development and Environmental Services (DDES)will issue a written report and recommendation to the Hearing Examiner two weeks prior to the scheduled public hearing. Persons wishing to receive a copy of the report should contact DDES at the address listed below. Following the close of the public hearing, the HearingExaminerwillissueawrittendecisionwhichmaybeappealedtotheMetropolitan-King County Council. AppealprocedureswillbestatedintheExaminer's written decision. Any person wishing additional information on this proposed project should contact the Project Manager at the phonenumberlistedabove. Written comments may also be submitted to DDES. A public hearing as required by law will be held to consider the approval of this application. If the Renton School District announces a district-wide school closure due to adverse weather conditions or similar area emergency, the public hearing on this matter will be postponed. Interested parties will be notified of the time and date of the rescheduled hearing. Any questions regarding postponements and rescheduling can be directed to the HearingExaminer's Office at(206)296-4660. Comment/Appeal Procedure on SEPA Threshold Determination: Comments on this SEPA determination are welcome. This SEPA determination may also 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 26,2007, 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 April 2,2007. 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 followingaddress: DDES--Land Use Services Division Attn: Permit Center 900 Oakesdale Avenue Southwest faS.0 pY Renton,Washington 98055-1219 Date Mailed: March 9,2007 If you have any questions regarding the appeal procedures, please contact the Planner at the phone number listed a ve. If you require this material in braille, audio cassette, or large print, call (206)296-6600 (voice)or(206)296-7217 (TTY). 030500070/L05P000I 1 305500160/L05P000I 305500260/L05P000I ANGELES JESSIE C ANONUEVO JOIE A+BURKHARDT J ARGES LOUIS J 12106 SE 186TH ST 12151 SE 186TH ST 3290 JEFFERSON BLVD RENTON WA 98056 RENTON WA 98058 WEST SACREMENTO CA 95691 0305500150/L05P000I 0305500080/L05P000I 3323059009/L05P000I ARTHALONY SANDRA L AURIA WOODS LLC BAGLEY WILLIAM F 12152 SE 186TH ST PO BOX 2401 14045 SE 237TH PL RENTON WA 98058 KIRKLAND WA 98083 KENT WA 98042 6199600280/L05P000I 0305500280/L05P000I 0305500320/L05P000I BALLESTRASSE SEAN BEHNKE BENJAMIN W+TRACI BJ PROPERTIES LLC 18234 120TH AVE SE 12015 SE 186TH ST PO BOX 1790 RENTON WA 98058 RENTON WA 98058 SNOHOMISH WA 98291 0305500090/L05P000I 0305500250/L05P000I 0305500030/L05P0001 CHENG WEI& LIN DANG SILVER CHANH+TRAN MY T DARROW JEFFREY G+GYPSY 4926 141 ST AVE SE 12037 SE 186TH ST 12016 SE 186TH ST BELLEVUE WA 98006 RENTON WA 98058 RENTON WA 98058 0305500200/L05P0001 0305500060/L05P0001 0305500130/L05P0001 DAVOCOL FREDDIE G JR+LIZARD DRESCH JULIE+SCOTT DROWLEY JENNIFER K 12123 SE 186TH ST 12042 SE 186TH ST 12140 SE 186TH ST RENTON WA 98058 RENTON WA 98058 RENTON WA 98058 6199600300/L05P0001 3323059038/L05P0001 6199600020/L05P0001 EILERS KARL E ELMQUIST DOUGLAS A FERGUSON SUSAN P 18260 120TH AVE SE 18429 124TH AVE SE 18424 120TH AVE SE RENTON WA 98058 RENTON WA 98058 RENTON WA 98058-7254 0305500100/L05P0001 6199600044/L05P0001 SD9/LOSP0001 FERNANDEZ ARMAN D+GLENDA P FULLERTON TODD+ZOILA G. ANDERSON, PLANT& FACILITIES 12124 SE 186TH ST 12027 SE 184TH ST KENT SCHOOL DISTRICT#415 RENTON WA 98058 RENTON WA 98058 12033 SE 256TH ST KENT WA 98031 6199600060/L05P0001 3323059041/L05P000I 3323059075/L05P0001 GOSS MYRON R GOUKER GREGORY LEE+GWINN MI GREEN CALVIN R II+CYNTHIA L 12047 SE 184TH 18451 124TH AVE SE 18401 124TH AVE SE RENTON WA 98055 RENTON WA 98058 RENTON WA 98058 6199600022/L05P0001 0305500050/L05P0001 0305500290/L05P0001 GRONENTHAL EDWARD W+MARCIA GRUSHKE IVAN HO ANDY+HWANG SZE WAN 12007 SE 184TH ST 12028 SE 186TH ST 12009 SE 186TH ST RENTON WA 98058 RENTON WA 98058 RENTON WA 98058 3323059083/L05P000I 0305500270/L05P0001 0305500300/L05P000I HOU SOMERA S HUYNH LONG D+LENA M PREAP ISAGUIRRE FEDERICO T III+DI 521 UNION AVE NE 12021 SE 186TH ST 12003 SE 186TH ST RENTON WA 98059 RENTON WA 98058 RENTON WA 98058 6199600180/L05P0001 305500230/L05P0001 305500040/L05P0001 JANDA ANTHONY J JONES JOHN W+DEENA GAIL KAN LING CHUAN+AUSTIN SHENG 12206 SE 188TH ST 12105 SE 186TH ST 13539 23RD PL NE RENTON WA 98055 RENTON WA 98058 SEATTLE WA 98125 3323059039/L05P0001 0305500310/LO5P0001 0305500210/L05P0001 KELLOGG KELLI/WATKINS NORMA KING COUNTY KNAPP RANDALL+HOLLY 2901 N DALLAS PKWY UNIT 101 500 4TH AVE ROOM 500-A 12117 SE 186TH ST PLANO TX 75093 SEATTLE WA 98104 RENTON WA 98058 3323059037/LO5P0001 6199600100/L05P0001 0305500190/LO5P0001 KRANTZ RICHARD M LACKIE SHIRLEY ANN LEVITCH WILLIAM 18415 124TH AVE SE 18626 120TH AVE SE 12129 SE 186TH ST RENTON WA 98058 RENTON WA 98058 RENTON WA 98058 3323059027/L05P0001 3323059040/LO5P0001 3323059042/L05P0001 LOWE RICHARD E+LAURA A LUTTRELL KRISTIAN L MARGULLIS GORDON+SUSAN 12255 SE 184TH ST 18441 124TH AVE SE 18032 120TH AVE SE RENTON WA 98058 RENTON WA 98058 RENTON WA 98058 0305500180/L05P0001 6199600040/L05P0001 0305500020/LO5P0001 MAULANA KATRINA MONDALE GUY E PEARSON CHRIS A 12135 SE 186TH ST 12037 SE 184TH 12010 SE 186TH ST RENTON WA 98058 RENTON WA 98055 RENTON WA 98058 SD 13/L05 P0001 0305500120/LOSP0001 6199600043/LO5P0001 R. STRACKE, FACILITIES& SAGGERSON RICHARD J PLANNING SAECHAO MONE S+OUCH VEASINA 12136 SE 186TH ST DAHLQUIST BARBARA L RENTON SCHOOL DISTRICT#403 12031 SE 184TH ST 1220 N 4TH ST RENTON WA 98058 RENTON WA 98058 RENTON WA 98055 6199600320/LO5P0001 6199600021/L05P0001 6199600301/L05P0001 SANDHU PROPERTY LLC SANDOVAL RUDOLPH A SCHELLHASE KENNETH D 27013 PACIFIC HWY S#353 18414 120TH AVE SE 24123 SE 260TH ST DES MOINES WA 98198 RENTON WA 98055 MAPLE VALLEY WA 98038 0305500010/L05P0001 0305500220/L05P0001 0305500110/LO5P0001 SHINDLE CHRISTOPHER M+YVONN SIMMONS SEAN D+JENNIFER L SKOLNIK ARTHUR M 12006 SE 186TH ST 12111 SE 186TH ST LOVEN-SKOLINK SUSANNE RENTON WA 98058 RENTON WA 98058 12130 SE 186TH ST RENTON WA 98058 0305500140/L05P0001 6199600042/L05P0001 3323059036/L05P0001 STADNIKOV VLADIMIR+IRINA ST STEPHENSON JAMES M+DEBRA A SZIGETY DARCY C+LAUREN 12146 SE 186TH ST 12045 SE 184TH ST 12243 SE 184TH ST RENTON WA 98058 RENTON WA 98058 RENTON WA 98058 6199600140/LO5P0001 0305500240/L05P0001 0305500170/L05P0001 TAKAMURA FRIEDA K+BERNTSON, TRAN CONG H+BEI CONNIE EY TRINH CHI 12040 SE 188TH ST 907 145TH PL SE 12141 SE 186TH ST RENTON WA 98058 BELLEVUE WA 98007 RENTON WA 98058 6199600023/L05P000I 1,199600045/L05P000I k11.6199600259/L05P0001 VANDESOMPELE DAVID WILLIAMS PATRICIA LUND WYKNENKO EMMA 12017 SE 184TH ST 12025 SE 184TH ST 18226 120TH AVE SE RENTON WA 98058 RENTON WA 98058 RENTON WA 98055 3323059073/L05P0001 ZAPATA ALFREDO+HERMINIA 18613 124TH AVE SE RENTON WA 98058 err+ AFFIDAVIT King County Department of Development and Environmental Services POSTING ;a,.Land Use Services Division 900 Oakesdale Ave SW Renton, WA 98055-1219 LO5P0001 — Goss Subdivision g P1 1 DDDESProjectNumber 2 % 2005 110CD hereby affirm that I have Ngteci the following: print name) X Notice of Permit Application Other on the // day of A G%ek 2005, in accordance with the Department of Development and Environmental Services' requirements. I further affirm that the notice will remain in place and visible during the full required notice period. Notice was provided at the following location(s): 1) /20 c56 /e64/ 67A9e6/ WkAiro/v 2) 3) I hereby affirm that the above is a true and correct statement. ignature 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. Exhibit No. j• M®rnr FILE COPY item No. CPSFORMS/AFFIDAVIT OF POSTING.DOC 7/27/99 Received Q r, County Nearing Ex?,9i e/r ti ki'00. ILO r [ J N O D.E V) © O a) u oN C0 u u T o m 0 .t3 C CW L C Ta v CW 80 C v Y R C O4J iLn C Q C UL0LLY O C O OO c a 0 U Gt C 0 King County Department of Development and Notice Board & Posting ProceduresEnvironmentalServices Land Use Services Division Instruction Package 900 Oakesdale Ave SW Renton, WA 98055-1219 Notice of Application March 10, 2005 LO5P0001 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 ofyour application is dependent upon fulfilling the notice of application posting requirement. When your sign is in place, attach the colored laminated notice of application along with the plastic envelope (containing extra copies of the notice of application) to the notice board as depicted on page 1 of the instructions. Maintain a supply of notices within the plastic envelope throughout the comment period. The posting sign/notice board must remain in place throughout the duration ofyour application. Immediately upon completion of the above instructions, complete the enclosed affidavit of posting and return to the Department of Development and Environmental Services, Land Use Division, Current Planning Section, at the address shown above (envelope enclosed). Failure to comply with posting requirements may be cause for a delay in the processing of your application. If you have any questions, please call the Land Use Services Division at (206) 296-6600. Enclosures: Notice Board Requirements-Application Laminated Notice of Application Waterproof Vinyl Envelope containing copies of the Notice of Application Affidavit of Notice of Application Posting form/LUSD return envelope JLAIN FILE COPY Notice Board&Posting Procedures Instruction Pkg.-NOA 8/8/01 AFFIDAVIT` King County Off,Department of Development and Environmental Services POSTING Land Use Services Division 900 Oakesdale Ave SW Renton, WA 98055-1219 LO5P0001 — Goss Subdivision DDES Project Number I, hereby affirm that I have posted the following: print name) X Notice of Permit Application Other on the day of 2005, in accordance with the Department of Development and Environmental Services' requirements. I further affirm that the notice will remain in place and visible during the full required notice period. Notice was provided at the following location(s): 1) 2) 3) I hereby affirm that the above is a true and correct statement. Signature This affidavit must be completed and returned to the Land Use Services Division within 7 days of posting. Improper posting or failure to return the affidavit within 7 days shall be cause for the final decision regarding your permit to be postponed. CPSFORMS/AFFIDAVIT OF POSTING.DOC 7/27/99 O NOTICE BOARD`IEQUIREMENTS- NOTICE OF APPLICATION King County Dept.of Development and Environmental Services Land Use Services Division 900 Oakesdale Avenue Southwest Renton,Washington 98055-1212 Per King County Code Section 20.20.060, a notice board must be prepared and posted for your land use application. Please prepare and post in the following manner: Notice Board Size and Text Specifications The notice board shall be constructed to the specifications described below. The notice board shall display the information shown in the figure. Board Construction: The notice board shall be constructed with 4' x 4' plywood. Professionally prepared plastic notice board overlays, permanently affixed to the board are permissible. Notice boards may be reused but they must be clean and show no evidence of former wording. 1. Lettering style: Helvetica or similar standard typeface 2. Lettering size: Title should be 3"capital letters (NOTICE OF PROPOSED LAND USE ACTION). Other letters should be 2" letters except on the 81/2"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. NOTICE OF PROPOSED LAND USE ACTION King County Department of Development and Environmental Services Land Use Services Division 900 Oakesdale Avenue Southwest Renton,Washington 98055-1219 Call (206)296-6600 Type of Action: 4 FT Proposal: File No.: NOTICE COPIES OF OF NOTICE OF APPLICATION APPLICATION 8.5"X 14"IN LAMINATED VINYL JACKET 4 FT EXAMPLE Notice Board Requirements-NOA 8/8/01 Pg 1 Standards for Locating and Installing Notice Board The notice board shall be located and installed to the specifications described below. Number of Notice Boards required for this application: ONE ( 1 ) Special Instructions: Notice board shall be located: 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: Formal Subdivision Proposal: Subdivide 2.83 acres into 17 lots for single-family detached residences in the R-6 zone. File No.:L05P0001 Goss Subdivision NOTE: If you require this material in braille, audio cassette, or large print, please call 206-296-6600 (voice) or for hearing impaired 206-296-7217. Notice Board Requirements-NOA 8/8/01 Pg 2 GoII, Shirley From: Goll, Shirley Sent: Tuesday, March 20, 2007 10:38 AM To: Legals'; legals.bellevue@kingcountyjournal.com' Subject:This is really an emergency please let me know the earliest you could get the legal ad published for me Importance: High I'm so sorry I was gone 3 weeks and only am working 4 hours a day right now and apparently this plat is scheduled for hearing and when the process was done no one knew to publish legal ad so it did not get done I just found out about it and now am asking what is the soonest you could possibly publish this ad for a plat hearing? Just let me know what date and I will change the legal for whatever date you can manage. Thanks so much and really sorry about this-here it is Please confirm receipt. Please publish legal notice in your newspaper on Wednesday, March 21, 2007, which will meet our minimum legal notice requirement. Should this not be possible, please fax or call me as soon as possible. Please submit your invoice with 3 copies of the affidavit of publication to DDES 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 (DDES) 900 Oakesdale Ave SW, Renton,WA 98057-5212 NOTICE OF PERMIT HEARING & RECOMMENDATION LAND USE SERVICES DIVISION Request: Formal (Subdivision) File#& Name: LO5P0001 Goss Subdivision Applicant: Belmont Homes Inc. Location: On the south side of SE 184th St., east of 120th Ave SE Renton Proposal: Subdivide approx. 2.83 acres into 17 lots for detached S/F residences in the R-6 zone Project Manager: Chad Tibbits, PPMII, 206-296-7194 Hearing Date and Time: April 3, 2007 at 10:00 am Location of Public Hearing: DDES, Hearing Room 900 Oakesdale Ave SW Renton, WA 98057-5212 Dept. Recommendation to Hearing Examiner: Approve subject to conditions. Comment Procedures: Comments on the above file are now being accepted by King County DDES, Land Use Services Division, at the address listed above. Published this2lst day of March, 2007 c.c. Accounts Payable/Admin. Services/ DDES Application File: LO5P0001 S.Times Acct. No. 078871004 AIN FILE COPY Page 1 of 2 Goll, Shirley From: Legals [legals@seattletimes.com] Sent: Tuesday, March 20, 2007 10:50 AM To:Goll, Shirley Subject: RE: This is really an emergency please let me know the earliest you could get the legal ad published for me Hi Shirley, Your legal notice is scheduled to run on Wednesday, 3/21 ( Times only ) under AD#3680675 at the cost of$72.24. Hopefully this works! Jared From: Goll, Shirley [mailto:Shirley.Goll©METROKC.GOV] Sent: Tuesday, March 20, 2007 10:38 AM To: Legals; legals.bellevue@kingcountyjournal.com Subject: This is really an emergency please let me know the earliest you could get the legal ad published for me Importance: High I'm so sorry I was gone 3 weeks and only am working 4 hours a day right now and apparently this plat is scheduled for hearing and when the process was done no one knew to publish legal ad so it did not get done I just found out about it and now am asking what is the soonest you could possibly publish this ad for a plat hearing? Just let me know what date and I will change the legal for whatever date you can manage. Thanks so much and really sorry about this-here it is Please confirm receipt. Please publish legal notice in your newspaper on Wednesday, March 21, 2007, which will meet our minimum legal notice requirement. Should this not be possible, please fax or call me as soon as possible. Please submit your invoice with 3 copies of the affidavit of publication to DDES 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 (DDES) 900 Oakesdale Ave SW, Renton, WA 98057-5212 NOTICE OF PERMIT HEARING & RECOMMENDATION LAND USE SERVICES DIVISION Request: Formal (Subdivision) File#& Name:LO5P0001 Goss Subdivision Applicant: Belmont Homes Inc. Location: On the south side of SE 184th St., east of 120th Ave SE Renton Proposal: Subdivide approx. 2.83 acres into 17 lots for detached S/F residences in the R-6 zone Project Manager: Chad Tibbits, PPMII, 206-296-7194 Hearing Date and Time: April 3, 2007 at 10:00 am Location of Public Hearing: DDES, Hearing Room 900 Oakesdale Ave SW Renton, WA 98057-5212 03/20/2007 Page 2 of 2 sire Nose Dept. Recommendation to Hearing Examiner: Approve subject to conditions. Comment Procedures: Comments on the above file are now being accepted by King County DDES, Land Use Services Division, at the address listed above. Published this21st day of March, 2007 c.c. Accounts Payable/Admin. Services/ DDES Application File: LO5P0001 S.Times Acct. No.078871004 03/20/2007 Page 1 of 2 Nome Goll, Shirley From: Jody Barton [jody.barton@kcjn.com] Sent: Tuesday, March 20, 2007 11:45 AM To:Goll, Shirley Subject: RE: This is really an emergency please let me know the earliest you could get the legal ad published for me Shirley, T can publish for you on Saturday, March 24, 2007. Jody Barton Legal Advertising Representative King County Publications, Ltd. 600 Washington Ave. S. PO Box 130 Kent, WA 98035 253-234-3506 (Phone) 253-859-9737 (Fax) We come to love not by finding a perfect person, but by learning to see an imperfect person perfectly." Original Message From: Goll, Shirley [mailto:Shirley.Goll@METROKC.GOVI Sent: Tuesday, March 20,2007 9:38 AM To: Legals; legals.bellevue@kingcountyjournal.com Subject: This is really an emergency please let me know the earliest you could get the legal ad published for me Importance: High I'm so sorry I was gone 3 weeks and only am working 4 hours a day right now and apparently this plat is scheduled for hearing and when the process was done no one knew to publish legal ad so it did not get done I just found out about it and now am asking what is the soonest you could possibly publish this ad for a plat hearing? Just let me know what date and I will change the legal for whatever date you can manage. Thanks so much and really sorry about this-here it is Please confirm receipt. Please publish legal notice in your newspaper on Wednesday, March 21, 2007, which will meet our minimum legal notice requirement. Should this not be possible, please fax or call me as soon as possible. Please submit your invoice with 3 copies of the affidavit of publication to DDES 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 (DDES) 900 Oakesdale Ave SW, Renton,WA 98057-5212 03/20/2007 Page 2 of 2 sow valor NOTICE OF PERMIT HEARING & RECOMMENDATION LAND USE SERVICES DIVISION Request: Formal (Subdivision) File# & Name:LO5P0001 Goss Subdivision Applicant: Belmont Homes Inc. Location: On the south side of SE 184th St., east of 120th Ave SE Renton Proposal: Subdivide approx. 2.83 acres into 17 lots for detached S/F residences in the R-6 zone Project Manager: Chad Tibbits, PPMII, 206-296-7194 Hearing Date and Time: April 3, 2007 at 10:00 am Location of Public Hearing: DDES, Hearing Room 900 Oakesdale Ave SW Renton, WA 98057-5212 Dept. Recommendation to Hearing Examiner: Approve subject to conditions. Comment Procedures: Comments on the above file are now being accepted by King County DDES, Land Use Services Division, at the address listed above. Published this2lst day of March, 2007 c.c. Accounts Payable/Admin. Services/DDES Application File: LO5P0001 S.Times Acct. No.078871004 03/20/2007 k Affidavit of Publication 3014582/3 State of Washington, Counties of King and Snohomish, Daniel S. O'Neal 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: Newspaper Publication Date The Seattle Times 03/15/05 And not in a supplement thereof,and is a true copy of the notice as it was printed and/or distributed in the regular and entire issue of said paper or papers during all of said period, and that said newspaper or newspapers were regularly distributed to its subscribers during all of said period. KING COUNTY•DEPT.tOF DEVELOPMENT& ENVIRONMENTAL SERVICES DDES) 900 Oakesdale Ave SW, Renton,WA 98055-1219 Subscribed and sworn to before me this 28th day of March, 2005 NOTICE OF,LAND USE PERMIT APPLICATIONS REQUEST:SHORT SUBDIVISION File:L05S0005 Applicant:Alexei Ankoudinov Location: L_ o/U—L Located at 17804 NE 136th Street, i Redmond1 Proposal sT! Ce)in lop o(A ti5 16otsq ft.par- Notary Public in and for the State of Washington residing at Seattle R.6. i; fiittl lots the FetsfiMdn4 a r• g d , OMMP EDORE: DDES will issue a decision on this application efoolowing d 21-day 18, 200 Ari e r and addith9001pa 11n ob- tiey¢ c' e r t s1 l l 1 l Usted sbo e l1 " Ili/NOTICE OP v ".%5i0NFlit/'/// PERMIT APPLICATION A REQUEST: O4, A,//„ i I R uBDIVISIONo iU n s i moo Goss Subdivision j Cl) • A o A 1 Roberrt Went} s A y i ( 1. _ i Location:* -v,$.. 9 t_O4 ;,A,, L a„,n tri, t,s* t'sE iiltivv „ '. . d t ;=1don ofir,PA sE• f / ^ 0 I''.a''t a s into,lt,lots 1 r . -6zz ne .1 Ri ' 4 S Cfigd Tibb)ts, 2 afi c' r 1 Co 13 ¢'i e;kira. g y . 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Nx t ' oUr./: H c 3 H o .- N .-. & 2d 11•00 Newt Rogers, Carol From: Rogers, Carol Sent: Thursday, March 10, 2005 8:41 AM To: Legals'; 'legals.bellevue@kingcountyjournal.com' Subject:Legal ad for publ. on Tuesday, 3/15 Please confirm receipt. Please publish the accompanying, legal notice in your newspaper on TUESDAY. March 15,2005,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(DDES) 900 Oakesdale Ave SW, Renton,WA 98055-1219 NOTICE OF LAND USE PERMIT APPLICATIONS REQUEST: SHORT SUBDIVISION File: L05S0005 Applicant: Alexei Ankoudinov Location: Located at 17804 NE 136th Street, Redmond. Proposal: Subdivision of a 15,169 sq.ft. parcel into 2 residential lots in the R-6 zone Project Manager: Fereshteh Dehkordi,206-296-7173 COMMENT PROCEDURES: DDES will issue a decision on this application following a 21-day comment period ending on April 18,2005. Written comments and additional information can be obtained by contacting the project manager at the phone number listed above. NOTICE OF PERMIT APPLICATION REQUEST: FORMAL SUBDIVISION File: LO5P0001 Goss Subdivision Applicant: Belmont Homes, Robert Wenzl Location: Located on the south side of SE 184th St, east of 120th Ave SE Proposal: Subdivide 2.83 acres into 17 lots for single-family detached residences in the R-6 zone. Program Manager: Chad Tibbits,206-296-7194 COMMENT PROCEDURES: Comments on the above file are now being accepted by King County DDES, at the address listed above. Published this 15TH day of March,2005. cc: Accounts Payable,Administrative Services Division, DDES Application File(s): L05S0005;Ankoudinov short plat application notice. LO5P0001; Goss subdivision application notice. Seattle Times acct#078871004 MAIN FILE COPY 1 Iry r riaa; 0) r lo 0 e a ir. vz„ x),, ko t+) a c c LI imt s o, 44 a 4 Cn k co I c. 8 0. 0 0 c al E co L. RA 00 01 as ca a m 07 t c sa , AR gCD Mun441t4L'3 i c 2 c 0 kr) co 1)f4° .: to • m U TcoC F 7 G> L CO SOC Page 1 of 2 Now Naive Rogers, Carol From: Legals [legals@seattletimes.com] Sent: Thursday, March 10, 2005 11:28 AM To:Rogers, Carol Subject: RE: Legal ad for publ. on Tuesday, 3/15 HI Carol -your legal notice runs Tues 3/15 for$109.88 thanks lady byrd Original Message From: Rogers, Carol [mailto:Carol.Rogers@METROKC.GOV] Sent: Thursday, March 10, 2005 8:41 AM To: Legals; 'legals.bellevue@kingcountyjournal.com' Subject: Legal ad for publ. on Tuesday, 3/15 Please confirm receipt. Please publish the accompanying, legal notice in your newspaper on TUESDAY, March 15,2005, 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 (DDES) 900 Oakesdale Ave SW, Renton,WA 98055-1219 NOTICE OF LAND USE PERMIT APPLICATIONS REQUEST: SHORT SUBDIVISION File: L05S0005 Applicant: Alexei Ankoudinov Location: Located at 17804 NE 136th Street, Redmond. Proposal: Subdivision of a 15,169 sq.ft. parcel into 2 residential lots in the R-6 zone Project Manager: Fereshteh Dehkordi, 206-296-7173 COMMENT PROCEDURES: DDES will issue a decision on this application following a 21-day comment period ending on April 18, 2005. Written comments and additional information can be obtained by contacting the project manager at the phone number listed above. NOTICE OF PERMIT APPLICATION REQUEST: FORMAL SUBDIVISION File: LO5P0001 Goss Subdivision Applicant: Belmont Homes, Robert Wenzl Location: Located on the south side of SE 184th St, east of 120th Ave SE Proposal: Subdivide 2.83 acres into 17 lots for single-family detached 03/10/2005 SOC Page 2 of 2 Iwo residences in the R-6 zone. Program Manager: Chad Tibbits, 206-296-7194 COMMENT PROCEDURES: Comments on the above file are now being accepted by King County DDES, at the address listed above. Published this 15TH day of March,2005. cc: Accounts Payable, Administrative Services Division, DDES Application File(s): L05S0005; Ankoudinov short plat application notice. LO5P0001; Goss subdivision application notice. Seattle Times acct#078871004 03/10/2005 0 .Noiceof Department of Development and Environmental Services Application Land Use Services Division 900 Oakesdale Avenue Southwest Renton, Washington 98055-1219 Type 3) Applicant:: Belmont Homes Inc. File No.: LO5P0001 — Goss Subdivision Attn. Robert Wenzl P.O. Box 2401 Kirkland, WA 98083-2401 DDES Planner: Chad Tibbits Planner Telephone No.: (206)296-7194 e-mail: chad.tibbits@metrokc.gov Date Application Filed: February 10, 2005 Date Determined Complete: March 10, 2005 Project Location: The site is located on the south side of SE 184th Street, east of 120th Avenue SE. Project Description: This is a request to subdivide 2.83 acres zoned R-6 into 17 lots for single family detached residences and tracts for drainage facilities, critical areas, open space and recreation. The lots range from approximately 3,500 to 5,700 square feet. Permits requested in this application: Formal subdivision Relevant environmental documents are available at the address below: Environmental checklist, drainage study, wetlands study Development regulations to be used for project mitigation, known at this time: KCC 21A., including critical area regulations, road standards and surface water design manual. Consistency with applicable County plans and regulations: This proposal will be reviewed for compliance with all applicable King County Codes, including those noted above Other permits not included in this application, known at this time: None A public hearing before the King County Hearing Examiner is required for this application. Notification of the public hearing date will occur approximately 30 days prior to the scheduled hearing date. The Department of Development and Environmental Services (DDES) will issue a report and recommendation to the Hearing Examiner two (2) weeks prior to the scheduled public hearing. Following the close of the public hearing, the Hearing Examiner will issue a written decision which may be appealed to the Metropolitan-King County Council. Details of the appeal process will be included in the notice of recommendation. Any person wishing additional information on this proposed project should contact the planner at the address listed above. Written comments may also be submitted to DDES. You may review the application and any environmental documents or studies in our Renton office. NOTE: If you require this material in braille, audio cassette, or large print, please call (206) 296-6600 (voice) or (206) 296-7217 (TTY). Department of Development and Environmental Services Land Use Services Division 900 Oakesdale Avenue Southwest Renton, Washington 98055-1219 Mailing Date: March 24, 2005 Please send me notification of the public hearing and other official notices concerning this application. File No. LO5P0001 -Goss Please print) Name: Address: Telephone No.: MAIN FILE COPYdIP NotCeof Department of Development and Environmental Services Application Land Use Services Division 900 Oakesdale Avenue Southwest Renton, Washington 98055-1219 Type 3) Applicant:: Belmont Homes Inc. File No.: LO5P0001 — Goss Subdivision Attn. Robert Wenzl P.O. Box 2401 Kirkland, WA 98083-2401 DDES Planner: Chad Tibbits Planner Telephone No.: (206) 296-7194 e-mail: chad.tibbits@metrokc.gov Date Application Filed: February 10, 2005 Date Determined Complete: March 10, 2005 Project Location: The site is located on the south side of SE 184th Street, east of 120th Avenue SE. Project Description: This is a request to subdivide 2.83 acres zoned R-6 into 17 lots for single family detached residences and tracts for drainage facilities, critical areas, open space and recreation. The lots range from approximately 3,500 to 5,700 square feet. Permits requested in this application: Formal subdivision Relevant environmental documents are available at the address below: Environmental checklist, drainage study, wetlands study Development regulations to be used for project mitigation, known at this time: KCC 21A., including critical area regulations, road standards and surface water design manual. Consistency with applicable County plans and regulations: This proposal will be reviewed for compliance with all applicable King County Codes, including those noted above Other permits not included in this application, known at this time:None A public hearing before the King County Hearing Examiner is required for this application. Notification of the public hearing date will occur approximately 30 days prior to the scheduled hearing date. The Department of Development and Environmental Services (DDES) will issue a report and recommendation to the Hearing Examiner two (2) weeks prior to the scheduled public hearing. Following the close of the public hearing, the Hearing Examiner will issue a written decision which may be appealed to the Metropolitan-King County Council. Details of the appeal process will be included in the notice of recommendation. Any person wishing additional information on this proposed project should contact the planner at the address listed above. Written comments may also be submitted to DDES. You may review the application and any environmental documents or studies in our Renton office. NOTE: If you require this material in braille, audio cassette, or large print, please call (206) 296-6600 (voice) or (206) 296-7217 (TTY). Department of Development and Environmental Services Land Use Services Division 900 Oakesdale Avenue Southwest Renton, Washington 98055-1219 Mailing Date: March 24, 2005 Please send me notification of the public hearing and other official notices concerning this application. File No. LO5P0001 -Goss Please print) Name: Address: Telephone No.: E 419.0 \010 REF. 2) J a........._„y;,<::......s"-.........s../__...n....___-,,.a.=-"`. rv. a........__.-c_..._iln.. i a, f / .. a y,,, 1_:::.-. tT. A L 4`',10.89 LGI'.G,.... 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A,=132' 1 j 3 STREAM BUFFER 1` A tK=4 _fSd ., r i` x 40r' i Y 24934s SF. . . .. n.,.--- 1,k a41, 0 , G t ', 9„'i\ f\. \ fop .. e^'"". ` 5`'°".,, `,` ".. \\\. f AN _ 342.11 GALZ (342.0 8 Yr' W.»__ 792.17 REF. 1(T9.;•B-RE. 2) --••...,,- -N88'••'I a, y +' FOUND-1/2'IRON PIPE f0.1'EAST OF PROP.CORNEF AIVT{'g 1 r'" E 1:NW-fit r_._..._....._..... m AN i FOUND 3/4'RDR/YPC III AUi IA V(),JO5 0.839tdPED0.1'W 1445" 11 DiTRACTINMA-,3 PROPERTY OR v NO. 20040 09001448 I y"'—' El 005 10i -,...,„12 I 13 71.\Nr. „ N. ‘ k• • 14. 15 SE. 186TH ST.- Nerroo CLAUSSEN,KIM L05P0001 WHITTAKER,BRUCE L05P0001 PROGRAM MANAGER III SR.ENGINEER DDES/LUSD MS:OAK-DE-0100 DDES/LUSD MS:OAK-DE-0100 CORE DESIGN L05P0001 ROB STEVENS 14711 NE 29TH PL,SUITE#101 BELLEVUE,WA 98007 GILLEN,NICK L05P0001 WETLAND REVIEW MS:OAK-DE-0100 DDES/LUSD GOSS,MYRON L05P0001 12047 SE 184TH RENTON,WA 98055 LANGLEY,KRIS L05P0001 TRAFFIC REVIEW DDES/LUSD MS:OAK-DE-0100 ROGERS,CAROL L05P0001 CURRENT PLANNING SECTION MS:OAK-DE-0100 DDES/LUSD TIBBITS,CHAD L05P0001 PROJECT MANAGER II MS:OAK-DE-0100 DDES/LUSD WENZL,ROBERT L05P0001 BELMONT HOMES INC. PO BOX 2401 KIRKLAND,WA 98083-2401 WEST,LARRY L05P0001 GEO REVIEW MS:OAK-DE-0100 DDES/LUSD Now NINO 0305500060/LO5P0001 0305500070/LO5P0001 0305500080/LO5P0001 AURIA WOODS LLC AURIA WOODS LLC AURIA WOODS LLC PO BOX 2401 PO BOX 2401 PO BOX 2401 KIRKLAND WA 98083 KIRKLAND WA 98083 KIRKLAND WA 98083 0305500090/LO5P0001 0305500100/LO5P0001 0305500110/LO5P0001 AURIA WOODS LLC AURIA WOODS LLC AURIA WOODS LLC PO BOX 2401 PO BOX 2401 PO BOX 2401 KIRKLAND WA 98083 KIRKLAND WA 98083 KIRKLAND WA 98083 0305500020/LO5P0001 0305500120/LO5P0001 0305500050/LO5P0001 AURIA WOODS LLC AURIA WOODS LLC AURIA WOODS LLC PO BOX 2401 PO BOX 2401 PO BOX 2401 KIRKLAND WA 98083 KIRKLAND WA 98083 KIRKLAND WA 98083 0305500010/LO5P0001 0305500130/LO5P0001 0305500140/LO5P0001 AURIA WOODS LLC AURIA WOODS LLC AURIA WOODS LLC PO BOX 2401 PO BOX 2401 PO BOX 2401 KIRKLAND WA 98083 KIRKLAND WA 98083 KIRKLAND WA 98083 0305500150/LO5P0001 0305500240/L05P0001 0305500230/LO5P0001 AURIA WOODS LLC AURIA WOODS LLC AURIA WOODS LLC PO BOX 2401 PO BOX 2401 PO BOX 2401 KIRKLAND WA 98083 KIRKLAND WA 98083 KIRKLAND WA 98083 0305500250/LO5P0001 0305500220/LO5P0001 0305500210/LO5P0001 AURIA WOODS LLC AURIA WOODS LLC AURIA WOODS LLC PO BOX 2401 PO BOX 2401 PO BOX 2401 KIRKLAND WA 98083 KIRKLAND WA 98083 KIRKLAND WA 98083 0305500200/LO5P0001 0305500190/LO5P0001 0305500260/LO5P0001 AURIA WOODS LLC AURIA WOODS LLC AURIA WOODS LLC PO BOX 2401 PO BOX 2401 PO BOX 2401 KIRKLAND WA 98083 KIRKLAND WA 98083 KIRKLAND WA 98083 0305500180/LO5P0001 0305500270/LO5P0001 0305500300/LO5P0001 AURIA WOODS LLC AURIA WOODS LLC AURIA WOODS LLC PO BOX 2401 PO BOX 2401 PO BOX 2401 KIRKLAND WA 98083 KIRKLAND WA 98083 KIRKLAND WA 98083 0305500290/LO5P0001 0305500280/LO5P0001 0305500170/L05P0001 AURIA WOODS LLC AURIA WOODS LLC AURIA WOODS LLC PO BOX 2401 PO BOX 2401 PO BOX 2401 KIRKLAND WA 98083 KIRKLAND WA 98083 KIRKLAND WA 98083 0305500160/LO5P0001 3323059009/LO5P0001 6199600042/LO5P0001 AURIA WOODS LLC BAGLEY WILLIAM F BAKER STEVEN B+SHARON K PO BOX 2401 12252 SE 184TH 12045 SE 184TH ST KIRKLAND WA 98083 RENTON WA 98055 RENTON WA 98058 6199600280/L05P0001 0305500320/LO5P0001 0305500030/LO5P0001 BALLESTRASSE SEAN BJ PROPERTIES LLC DARROW JEFFREY G+GYPSY 18234 120TH AV SE PO BOX 1790 12016 SE 186TH ST RENTON WA 98058 SNOHOMISH WA 98291 RENTON WA 98058 6199600300/L05P0001 3323059038/LO5P0001 6199600020/L05P0001 EILERS KARL E ELMQUIST DOUGLAS A FERGUSON SUSAN P 18260 120TH AV SE 18429 124TH AV SE 18424 120TH AV SE RENTON WA 98058 RENTON WA 98058 RENTON WA 98058-7254 6199600044/LO5P0001 SD9/LO5P0001 6199600060/LO5P0001 FULLERTON ZOILA+TODD+SEVERSON G. ANDERSON, PLANT&FACILITIES GOSS MYRON R LENORE KENT SCHOOL DISTRICT#415 12047 SE 184TH 12027 SE 184TH ST 12033 SE 256TH ST RENTON WA 98055 RENTON WA 98058 KENT WA 98031 3323059041/L05P0001 3323059075/LO5P0001 6199600022/L05P0001 GOUKER GREGORY LEE+GWINN MI GREEN CALVIN R II GRONENTHAL EDWARD W+MARCIA 18451 124TH AV SE 18401 124TH AV SE 12007 SE 184TH ST RENTON WA 98058 RENTON WA 98058 RENTON WA 98058 6199600180/LO5P0001 6199600160/LO5P0001 0305500040/LO5P0001 JANDA ANTHONY J JANDA ANTHONY KAN LING-CHUAN+WANG AUSTIN 12206 SE 188TH ST 12206 SE 188TH ST 12022 SE 186TH ST RENTON WA 98055 RENTON WA 98058 RENTON WA 98058 3323059098/LO5P0001 0305500310/LO5P0001 3323059037/LO5P0001 KING COUNTY KING COUNTY KRANTZ RICHARD M 500A KING COUNTY ADMIN BLDG 500 4TH AVE ROOM 500-A 18415 124TH AV SE 500 FOURTH AV SEATTLE WA 98104 RENTON WA 98058 SEATTLE WA 98104 6199600100/LO5P0001 3323059027/LO5P0001 3323059040/L05P0001 LACKIE SHIRLEY ANN LOWE RICHARD E+LAURA A LUTTRELL KRISTIAN L 18626 120TH AV SE 12255 SE 184TH ST 18441 124TH AV SE RENTON WA 98055 RENTON WA 98058 RENTON WA 98058 3323059042/L05P0001 6199600040/L05P0001 3323059073/L05P0001 MARGULLIS GORDON&SUSAN MONDALE GUY E NELSON MICHAEL C+SANDRA L 18032 120TH SE 12037 SE 184TH 18613 124TH AV SE RENTON WA 98058 RENTON WA 98055 RENTON WA 98058 SD13/LO5P0001 6199600043/LO5P0001 6199600282/LO5P0001 R. STRACKE, FACILITIES&PLANNING SAGGERSON RICHARD J SANDHU KULWANT S+SANTOKH K RENTON SCHOOL DISTRICT#403 DAHLQUIST BARBARA L 13989 SE 159TH PL 1220 N 4TH ST 12031 SE 184TH ST RENTON WA 98058 RENTON WA 98055 RENTON WA 98058 6199600320/L05P0001 6199600021/L05P0001 6199600301/L05P0001 SANDHU KULWANT S+SANTOKH K SANDOVAL RUDOLPH A SCHELLHASE KENNETH D 13989 SE 159TH PL 18414 120TH AV SE 24123 SE 260TH ST RENTON WA 98058 RENTON WA 98055 MAPLE VALLEY WA 98038 we w,, 3323059036/L05P0001 6199600140/L05P0001 6199600023/L05P0001 SZIGETY DARCY C+LAUREN TAKAMURA FRIEDA K+BERNTSON,VANDESOMPELE DAVID 12243 SE 184TH ST 12040 SE 188TH ST 12017 SE 184TH ST RENTON WA 98058 RENTON WA 98058 RENTON WA 98058 3323059039/L05P0001 6199600045/L05P0001 6199600259/L05P0001 WATKINS NORMAN T WILLIAMS PATRICIA LUND WYKNENKO EMMA 18601 124TH AV SE 12025 SE 184TH ST 18226 120TH AV SE RENTON WA 98055 RENTON WA 98058 RENTON WA 98055 3323059083/L05P0001 YOUNG SHARRON PO BOX 58395 RENTON WA 98058 E Renton) FD25 Spring Glen) `r.. FD40 Fire Protection Dist #25 Fire Protection Dist #40 P.O. Box 2925 10828 SE 176th St Renton WA 98056-0925 Renton WA 98055 MS: KSC-NR-0600 MS: KSC-TR-0431 KC27 Water & Land Res. Div Gary Kriedt King County Dept. of Natural Res. KC Metro Envirn. Planning Steve Foley LI15 LI20 Fairwood Library Highlands Library 17009 - 140th Av SE 2902 NE 12th St Renton WA 98058 Renton WA 98056 LI23 Documents Dept. Librarian LI24 Kent Regional Library King County Library System 212 - - 2nd Av N 960 Newport Way NW Kent WA 98032-4482 Issaquah, WA 98027 LI36 ATTN: Edward White PL18 Renton Library Kent Engineering Dept 100 Mill Av S 220 - 4th Av S Renton WA 98055 Kent WA 98032 PL19 City of Renton PL33 Kent Planning Dept Economic Development Dept. 220 - 4th Av S 1055 S. Grady Way Kent WA 98032 Renton WA 98055 Clinton G. Marsh, Director Fac. &Const. Dept SD9 R. Stracke, Facilities & Ping SD13 Kent School District # 415 Renton School Dist # 403 12033 SE 256th St. Bldg B 1220 N 4th St Kent WA 98031-6643 Renton WA 98055 Administrator SE5 Environmental Review Section ST2 Kent Sewer Utility WA State Dept of Ecology 220 - 4th Av S PO Box 47703 Kent WA 98032 Olympia WA 98504-7703 Habitat Biologist, Rod Malcom TR1 Russ Ladley, Fisheries Biologist TR2 Muckleshoot Indian Tribe Puyallup Tribe 39015 - 172nd Av SE 6824 Pioneer Wy E Auburn WA 98002 Puyallup WA 98371 TR3 Fisheries Habitat/Environment TR5 Snoqualmie Tribe Suquamish Indian Tribe PO Box 280 PO Box 498 Carnation WA 98014-0280 Suquamish WA 98392 Richard Young TR4 WD12 Tulalip Tribe Cedar River Water/Sewer Dist 7615 Totem Beach Rd 18300 SE Lk Youngs Rd Marysville WA 98271 Renton WA 8058-9799 Public Works Dtr WD23 City of Renton, Public Works Dept. WD32 Kent Water Dist Development Services Div. 220 - 4th Av S 1055 South Grady Way Kent WA 98032 Renton WA 98055 WD41 WD55 Soos Creek Water/Sewer Dist Water Dist #90 PO Box 58039 15606 SE 128th St Renton WA 98058-1039 Renton WA 98059-8522 WD57 WD58 Coal Creek Utility District Water Dist #111 6801 132nd Place SE 27224 - 144th Av SE Newcastle, WA 98059 Kent WA 98042-9058 WA State Dept. of Wildlife WA State Dept. of Wildlife 16018 Mill Creek Blvd. Habitat Mgmt. Division Mill Creek, WA 98012 P.O. Box 43155 Olympia, WA 98504-3155 WA State Dept. of Ecology WSDOT NW Region NW Regional Office SnoKing Area MS-240 3190 - 160th Ave SE 15700 Dayton Ave No. PO Box 330310 Bellevue, WA 98008-5452 Seattle, WA 98133-9710 WA St. Ecology Dept/WQSW Unit Roger Dorstad Linda Matlock PO Box 375 PO Box 47696 Redmond, WA 98073 Olympia, WA 98504-7696 Eleanor Moon KC Executive Horse Council 12230 NE 61st Kirkland, WA 98033 It!otice 0 Igoe ofcision- SEPA Threshold Determination Department of Development and Environmental Services a n d Land Use Services Divisionun Notice of Recommendation900OakesdaleAvenueSouthwest Renton,Washington 98055-1219 Hearing File No.: LO5P0001 Project Name: Goss Subdivision DDES Project Manager: Chad Tibbits, 206-296-7194 Email: chad.tibbitsmetrokc.qov Applicant: Belmont Homes, Inc. Attn. Robert Wenzl P.O. Box 2401 Kirkland, WA 98083-2401 425) 893-8478 Project Location: The site is located on the south side of SE 184th Street, east of 120th Avenue SE, Renton, WA. Project Description: Subdivision of approximately 2.83 acres into 17 lots for the development of single family detached residences in the R-6 zone. The proposed lots range in size from approximately 3,500 to 5,700 square feet. Permits Requested: Formal Subdivision Department Recommendation to the Hearing Examiner: Approve, subject to conditions Date of Public Hearing: April 3, 2007, 10:00 am DDES Hearing Room —first floor 900 Oakesdale Ave SW Renton, WA 98055-1219 SEPA Threshold Determination: Determination of Non-Significance (DNS) Issued March 9, 2007 The Department of Development and Environmental Services (DDES)will issue a written report and recommendation to the Hearing Examiner two weeks prior to the scheduled public hearing. Persons wishing to receive a copy of the report should contact DDES at the address listed below. Following the close of the public hearing, the Hearing Examiner will issue a written decision which may be appealed to the Metropolitan-King County Council. Appeal procedures will be stated in the Examiner's written decision. Any person wishing additional information on this proposed project should contact the Project Manager at the phone number listed above. Written comments may also be submitted to DDES. A public hearing as required by law will be held to consider the approval of this application. If the Renton School District announces a district-wide school closure due to adverse weather conditions or similar area emergency, the public hearing on this matter will be postponed. Interested parties will be notified of the time and date of the rescheduled hearing. Any questions regarding postponements and rescheduling can be directed to the Hearing Examiner's Office at(206)296-4660. Comment/Appeal Procedure on SEPA Threshold Determination: Comments on this SEPA determination are welcome. This SEPA determination may also 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 26,2007, 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 April 2,2007. 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 98055-1219 Date Mailed: March 9, 2007 If you have any questions regarding the appeal procedures, please contact the Planner 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). Core Design,Inc. CORE14711 N.E.29th Place,Suite 101 rr DESIGN Bellevue,Washington 98007 425.885.7877 Fax 425.885.7963 www.coredesigninc.com PRELIMINARY STORM DRAINAGE CALCULATIONS AND LEVEL I OFFSITE DRAINAGE INVESTIGATION IM FOR GOSS PROPERTY 110 KING COUNTY,WASHINGTON flREVISION .. g A. 1l?O. Hi \v7 y;`:; C OCT 0 7 2005 r, o C.C. D.D.E.S. y AIN NAL r- EXPIRES 12/14/ MAIN FILE COPY Exhibit No. Item No. Received r—3—c Project Manager: Robert H. Stevens, P.E. King County Hearing Exa . er Prepared by: James A. Morin, P.E. Date: February, 2005 Revised Sept. 2005 VO'Core No.: 04127 ma Page 1 of I]NGINEERING . PLANNING • SURVEYING GOSS PROPERTY TABLE OF CONTENTS Item Page Task 1 —Study Area Definition and Maps 3 Task 2 — Resource Review 4 Task 3 — Field Inspection 7 Task 4 — Drainage System Description and Problem Description 10 MI Task 5 — Mitigation of Existing or Potential Problems 11 Flow Control and Water Quality Facility Analysis and Design 12 A-Hydraulic Analysis .... 12 B-Detention Routing Calculations 16 C-Water Quality Volume Calculation 18 Appendix 19 1. King County Complaint/ Response (3 pages) 2. Property Info]ination (3 pages) 3. King County Complaint Listing (12 pages) 4. KCRTS Data (7 pages) Page .2 of 21 rr Ns Task 1 -Study Area Definition and Maps: The project site is located at 12047 SE 184th St just outside the City of Renton city limits in unincorporated King County. Specifically the project is in the southwest quarter of Section 33, township 23 north, range 5 east, W.M. The site is bordered by SE 184th ST on the north, 3 parcels on the east, an existing stream in the south and the Regional Utility Corridor/Boulevard Land Park to the east. Also to the east is a tributary of Soos Creek. The King County tax parcel ID for this property is 6199600060. The site is 2.83 acres in NW size and has a single residential structure with minor sheds and carports. The property generally slopes to the south. See the vicinity map for the site follows this section. r Figure 1). The proposed project divides this property into 17 single family lots with access to these lots taken from a new roadway perpendicular to SE 184th ST about midway in the goo property. This new county road, with curb, gutter and sidewalk, will terminate with a cul-de-sac. All utility services will access the lots by way of the new road. The storm drainage detention and water quality facility will be located in the southeast corner of the property in a storm drainage tract (See Figure 2, Site Plan). The project was designed using the guidelines and requirements established in the following references: 2004 King County Surface Water Design Manual (2004 KCSWDM) The site is classified as "Conservation Flow Control" and the County's 114 Basic Water Quality Menu". ru wr Page 3 of 21 or SE 176TI-4 ST RIDPETROviTSKlR air T , 4W w w• SE 184r1-1 ST SITE N i % J _ O Q f- o SE 186TH ST err SE 192ND ST VICINITY MAP NSa wr FIGURE1111111 WM We Z )-- L._ Li k 0 1-i m D 01ttZ0 C\2 2.' c,,.1 > e . '.4 2 2 ILI F— 1'1 c) (2) 0, L.L1 LIJ LLJ .T1 "-D 0 L o ,f) cc a_ b .1:4 z it Z CI- 0 •11,.. it) 2)2) 0 Z 1 =.m.'121 Z Z LI ° 0 F-- (/) < LI) CY CI 0 a--- Is j i-- i 1 i G104 : 0141\ C011‘ SEO M-E t4e EN SOS 1.--i,-.- 4 '''''• f c-.. ieLA , o„:000.-- -4444,. -\ •,, 000111"•••• ,, "i ,..,..— ',II; , 4/I 00 ,.. 000111Iiiiiir- 0 0 Irir amome- Aweirsamariii mon 11iir ..... t----. s t‘ i sal t ill A , 11 4,- 11111141=1 ' d-- --1 1 U s— 41111\ \ ! 1 si ; ) .1, 4 ' ' 011;nomm••••••••••••••••••••••••••••• 1,-. 1111111.0111111'''''''''',,, ..„a.S ,... , 1 1 1 i i ; i \ ,•.', , ' / I 1 1 1 \ 1 1, \ 1 • '.• I e, i Z'';...; ' i •, F": J i) i U)11 i 1 1 opogdH\LJOAJaS0111\\ S appooleVd Et_______,-—00Z/ AP'LcmumeZ1-17( x3V16..„igt VO\tmirns.alummig suport ,010111P MINIIIIIIIO illIPIP, IN/W/I/M, 41111111M10 .011.00 1./...///0 J01/0110 .11.111111110 1111111111111110 tr iNmEim w Oft Task 2 —Resource Review: 11111 The site is located within the Middle Green River Subwatershed of the Soos Creek Drainage Basin. Resources listed in the KCSWDM were reviewed for existing/potential problems within the study area, i.e. the site and within 1-mile of the site along the downstream drainage route. Adopted Basin Plan: or The 1990 Soos Creek Basin Plan is available at King County. All new project requirements, that take into account Basin specific conditions, though are included in the r"` KCSWDM. s Basin Reconnaissance Summary Reports: A copy of Reconnaissance Report No. 2 for the Soos Creek Basin is included in Appendix of this report. Critical Drainage Area Maps: ow These are not currently available per DDES. tow FEMA Maps: FEMA maps dated May 16, 1995 numbered 53033C0991F and 53033C0993F were reviewed. The site is not located within a flood plane. A copy of the FIRM panel is included in the appendix of this report. Sensitive Areas Folio: rri The King County Sensitive Areas Map Folio was reviewed to confirm whether or not the study area is located within a wetland, stream or flood hazard area, erosion hazard area, Aim landslide hazard area, or seismic hazard area. See attached sensitive area delineation OP maps on the following pages. There are small wetlands nearby with only one showing up on the inventory, it is labeled 2. The site is near an erosion hazard area on the map. r ww Page 4 ( i 'I ita King County Soils Survey: The soils on site are Alderwood gravelly sandy loam. See Soils Map in the Appendix wr Wetlands Inventory Maps: Attached in this report on the following pages is copy of the Wetland Inventory Map No. 20 (Soos Creek) as identified in the Sensitive Areas Map Folio. Migrating River Studies: Big Soos Creek is not part of the migrating river study per DDES. Other Drainage Reports Sandhu Preliminary Subdivision"—October 10, 2003 and amended March 2004. By Mark Stiefel, PE If This report covers the Preliminary Storm drainage design for the 17 Lot Subdivision immediately across the street (north) from the Goss Property. No specific mitigation was proposed for this project other then compliance with the Level I Flow Control standard for detention and the Basic Water Quality Menu for water quality. However the report is not clear on the exact standards to be used for this project. One area of the report (page 39) states compliance with Level I flow control (matching predeveloped 2 and 10 year release rates) for Sandhu and another page states they will match the 2, 10 and 100 year pre-release rate (page 46). There are no specific responses to any downstream complaints included in this report (only a list was provided). There are interviews with two property owners discussing flow across their property immediately adjacent to the proposed discharge point for the proposed pond outfall. Technical Information Report, Auria Woods Subdivision"—April 2, 2003 by D.R. wr Strong Consulting Engineers, Luay R. Joudeh, PE This report covers the Storm drainage design for the proposed plat of Auria Woods. The original proposal included the design of a pond that was later changed to a vault and the subsequent moving of lot lines and tracts. This report did not include any specific iso 1.0 responses to downstream property owner complaints but did have conditions placed upon the plat by the hearing examiner to provide "modified Level I" compliance that included improvements to the offsite stream channel to provide capacity to convey 10-year conveyance rates in the stream. Condition 7d of the Hearing Examiners Decision requires sip the plat to comply with a modified Level I flow control criteria by determining the stream capacity and modifications needed to the stream and pond to mitigate for flooding in the stream at 10 year frequency. The condition stated options based on if a King County Designated stream existing here or not. rr OW 111. 411111 int VON Pag. () 01 ,1 Substa i i1 o,>' 0, v 'T -._,_ I\ .` j . r a )1 `,y ,T,p.1 o . -,: i _\I ' .1 `Is =AkF,.__-=_ ,J ap°.`•1. •• C,j % I``\== I, ai,..,"• ,. E`,_•+ 4551. \ \\ o\" 0 0 ip ` •\ y• 1'i1 lOt y C<1 it 1 II 1i1 l AgC , , Ake I IFli1 I , AkF \ Park I r, lr L p 1.0- EvCL-)A ,\ AaD_ )A 14-i - s 12 M0 o-- Q agC •I Aze_I 2 t 1?-- , 4.. 4-111111irer*7 1 s. I, I ( p I AgC Nt?i g 1 AkF 1YlJ BM O v ...\Q., I 428Ns'• _! L• l_ A C ABB`I fln,a 1 I Aga o A111411T J T 1 II .F fir` l°71‘4,l 1 1, op ' e C l` r \ r 1 No Bt.:. Sk N I IAr' u F 1v(n B • \` = ``'.,i:•a i T;,11`0 q c i o ificii,L 1 rrsKK;.. E M B 47( II f sicA1• •• o A 1 v J • ABC 0 IAgB. Sk` Am8'r••` I ' . I\\ ` oss I AgBil---.ill li.) \ I•::.. :l••,Z.Ili. yr EvB IAgfl Ago Ca I aGAmBAgC \\A D . - 1 j 1ag- 11 Sti .b I AgC 32 S` T ' •A---' /•••BM 476Ag6 3 BM BM k.. .) s'• I 4 50211 A 5331;• Aga I 1- • Z--.._,J) \ a•ir, __ I. •• ••• • n r at , n u ; Sk..... ••_.:• L:. : 4 •' • 3 2 lSk •:j t: '• i `ii•' • ' • ". n Ev6 J Na qi AmB li n ° 4 i: li .I u I AmB . II 1‘• •• 0 •• •••‘• ••• " t• °I :I'T : %. A.: • • a ArB`-:• • • A. 6, Sk p AgO 1, w[ • 5 tt Il... Q i ',• 4• Aga ; • 9 ••/ , °, O i y 11 EvagC 7, JArnB gtt • A C i. il i i Agc a===="''` • Agc 1 G FB 1 t' AmBrAgB fl rAgC . 943n rL J EvC y P agc Tu 1:;::. < \„:•Agc o A• Ag6 ..rAmC i f ::'l: U ` .:.. i k`"ti\ \\J =P 1 y • I. j_ •. 9• i • • • ç NO ilk II : - 1 \C "•\%rt•• 1 a KING COUNTY SOILS MAP N0\\ AgB l ' t AKi ArnC• 'r 1{ „ (' 11y 1lNo 11 vv f1 o Sk u A0, A 1e tug SECTION 3.2 RUNOFF COMPUTATION AND ANALYSIS METHODS t`o TABLE 3.2.2.B EQUIVALENCE BETWEEN SCS SOIL TYPES AND KCRTS SOIL TYPES SCS Soil Type SCS KCRTS Soil Notes erw Hydrologic Group Soil Group Alderwood(AgB,AgC,AgD) C Till Nor Arents,Alderwood Material(AmB,AmC)C Till Arents, Everett Material (An) B Outwash 1 Beausite(BeC, BeD, BeF) C Till 2 ar. Bellingham(Bh) D Till 3 Briscot(Br) D Till 3 Buckley(Bu) D Till 4 Earlmont(Ea)D Till 3 Edgewick(Ed) C Till 3 Everett(EvB, EvC, EvD, EwC) A/B Outwash 1 Indianola(InC, InA, InD) A Outwash 1 oir Kitsap(KpB, KpC, KpD) C Till Klaus(KsC) C Outwash 1 Neilton (NeC)A Outwash 1 as Newberg (Ng)B Till 3 Nooksack(Nk) C Till 3 Norma(No) D Till 3 ow Orcas(Or) D Wetland Oridia (Os) D Till 3 Ovall (OvC, OvD, OvF) C Till 2 a+ Pilchuck(Pc) C Till 3 Puget(Pu) D Till 3 Puyallup(Py) B Till 3 peo Ragnar(RaC, RaD, RaC, RaE) B Outwash 1 Renton (Re) D Till 3 Salal (Sa) C Till 3 o Sammamish (Sh) D Till 3 Seattle(Sk) D Wetland Shalcar(Sm) D Till 3 Si (Sn)C Till 3 or Snohomish(So, Sr) D Till 3 Sultan(Su) C Till 3 Tukwila(Tu) D Till 3 o"" Woodinville(Wo) D Till 3 Notes: 1. Where outwash soils are saturated or underlain at shallow depth(<5 feet)by glacial till,they should ir be treated as till soils. 2. These are bedrock soils, but calibration of HSPF by King County DNRDNRP shows bedrock soils to have similar hydrologic response to till soils. 3. These are alluvial soils,some of which are underlain by glacial till or have a seasonally high water table. In the absence of detailed study,these soils should be treated as till soils. 4. Buckley soils are formed on the low-permeability Osceola mudflow. Hydrologic response is assumed to be similar to that of till soils. r. 9/1/98 1998 Surface Water Design Manual(October 2004 Update Draft) 3-28 r. ilj El.M. 11 II II i E g$g III o a Mfrs € ;' E a a ¢ g sl - El EjBg EyIII g4 14 E g E g a o W y it5 z !I pt:P 1 1 b£$i 13 'E Y a46 ii 3 1 $2g F m* y§/11 §# E$• 4 na Z P i 1 E rg.g :E^ x aE1 _a ill 1 11 g' ` 2 "I, .a ad Ev€a g '" s E 1 i 5 4 k E3x' $$; t1 i4 4 ` z F.c'Ea T £ y¢12 a s -'° p s "@a+ Fa€ s Fa gR LL L.I. E+ZA i f 41 EC P''$$O Ga E 5 8 8 1m 1.1111 a aS E ifzF.11.i,$- a^ f c t•^ W aasgEY,E¢ 1 5 a S c V E- F- al $ OI' i-Z z F f a - Ij jF jj ? E$ E= I Ei B rE 8 a f 1y5 zs+ 1; a ! Si I` .t- s P Elab # P ` W as 3 s ; aN - 2' sof _ 4 o a ds a € aka a ag z 8 a e66 0Za. of eo. E ` 1Z: FS E 8• 3 y oI 3 -. e. a _ :. € Q Za€= 1g :14 g E gg& iff ' gai 1 §s l i s WO Lk it 8 I e o O w ° g 2 a8 sy Ist :h ! !w9 ¢ s ffir-E , W Z^ Z WI gi E - '1 ;,, s-11 l'sf& 11 ; it ,, :1.11A g;. s. V 0:1 11 j8 E+ 3 agi, .$ •.1 tag: g m s I o g l I iff P g< s? $ si €s say :x WOP 1 W 40 j 1 IIMIIENED L86013Nbd sMor jy i5116'q W ti w S'Wi1 U N X '' ryL ...OW', y e N X Q II %t 14.S i 2 1S1TH AVENUE '^ '' 50 i 3 y Z Z G 136TH PLACE SOUTHEAST N 0 N 3S 3ona H18E1' o Z l\ Stws 4 N I ~ I Q= W g. 1Sb3HN05 3T1N3Ab NISEI S 11 9. .155 O t35TH AVENUE SOUTHF_AS( O W X A N anos3yf`d N E2 Z 1H PUCE St, w X Z C7 1¢ F h A N N 1 - O V `w V tNTH AVENUE sPSi ` sF PVENUE SOUIHFA n Wtx N G gin E y 133110 JJ 3S 3nN3Atl\/ 1 r o t50UTHEPST 3 Si yl¢ 1/ eo•- HISEt 133ND PUCE y tl / rN li o SOUTHEAST '3b f4r' p'c`m\ H n\ 1 Y\ S 7Z Jt % i 133EO AVENUE\ 'V ZO 5 sb3HNO5 3Jlnd ONLEI I N 2 9 132ND AVENUE SOUTHEAST tSb3N1 ,yg ," 15b3HNOS 133 0 AVE UE s0UTH6AST n* S Qw Qunos "G G 3Jbla 15tC{ y X SOVtP G G 3nH3Hb N ` vi h gir , 0 W 1SV3H1T10S 3Jbid / a tsb3 tr{e V Rye dq 2 i ts E! F W 3nN3Ab NtOOS E N y .g „,PLl t uY m W Gt J El 2 1 i o 1 r e O 50UTH 5 N Sy X de S is E" g W t8 o t w i q W i % Q SOUTH i p 3s 311N3Ab H10f1 A w N`uaJL" N b n Q' G' O It e w PO- N F 5 - ¢ hb t Hleu = W m 3 N ti 1:3TH RACE 3J d R 7 X 0ON 0 ha' Qy w0gullV' wIs hW , 3 c tsV3Nlnos 2 i W j g SOUTHEAST He+ Q h S E i 2-8 E^ 4e, 7,:. J R-" Z N 12BM AVENUE Q N hO 6 E(J SOUTHEAST 127TH AVENUE u SOUTHEAST WI¢mix RACE Z 2g i 4 Q f LA,,, SOUTHEAST II s e tsouTHEAsiE O=,, E:nTH a tnro® 3J r, 0 0 A 1 N 35N Y1 4 $ s O 0 5008 aL O, 2 f N SQA N N 03 2 W til —_- _1 O D JI Z Z AVENUE SOUTHEAST\ P, 103 a 125iH PLACE v, 1,..1123 118TH F F '+ JW5 i,+ g5 K W t---ENO t N SOUTHEAST G Z gI O d 4 Mgr a HlsitVT F 3P40t 2.9E Q b 1SV3HNO5 9N QH m e. m@ G Z O W f aW G I Iqq ul'G ,$y 35 33bM 0 s $ bed s 33b)d Jtb2d ONZas u0i ONLL{ 1Sb3HlOOs`33b1d 1s1L1 Fx w X S iJ 2- yE N 3f1N3Ab ttLE!ICt x ' ut 44it 1Sb3H1f105 3nN3Ab HllIZ1 11tl3HLn05 3nN3Ab H10Z1 rr yg F 15b3NN05 3nN3Ab Nye d O LSV3HN05 WI /Ci d S.+tt, v. 0 I 0 3nN3Atl Hifill t Y S" N 5 1 tiBTH AVENUE 0pS X 15b3HUlOs yY6 2 3nN3Ab HaltN 71 gW f11 1Sb3!UnOS 311N3Ab H18t1 x A CO I E 0533Hin05 33N330 HABu It3 ti H,Y L860 13Nbd SNIOT Ee " vF sv --- - • e iT 2 ss•F; O 9T a aE-O o •s cE O sEl Nil sS sTu r cE •a O •• nc---<j _ - - - 9 F_WEohFc P a •3s ; E s"* i Of- <•eE-,-u a+•-;+u aasnt El':3-<Z rc;or <••Nor,+Ts 02 Z iF i FFFi a s v 11111ww. him+ - Ammo w•asqr lMma aw..r igp10M 11.11001- - - w.agt lallool• r.y r...- t1...1 161.11111111 - sIII.14 OW IMP Sit 4" CE Olt NOzli o-o= t ors1 i SnOIY z1 1 11 l i t i i i1 k./ w d a fi lli3 i41l0.-,w, I i I-a 1 44 is 1 7 I ( i t 4 'tilt i ,, 111.11 a f i Ill 1 11211 illit 1 Z t 11 I I J tc g gp ¢#w 1 N C1¢ o fr@ 1$1 I i -. >a hi g isa Es I rij. io a0 e el gag 1 sa 4r1,:;, f w 1— .1-. i L1 1 .r 1' a $ i f I w9 cc cu ill y O MI x1All m.? _ W A 1 I LJd t Q V1 CC a, 11 e 0 I,ai Z+ N 21 wu m n.s oiis1- ni a x r rr,,, r 0 L. 1 m Q J c m o co 1IIiCI i a, N I fa 7 a- 9 t0 VI D CC J z VI 16111.11111 fir-. LIMO L.. .--r nuouM •..fit ..we .o..lt immaili 2 a 408 104 21 Lower Cedar River 13b 1 718 w MI,s c99 99. 2s ss 23 19b 2tsb j { 5 Irp y 21b9 27b 246 r t 6 z% 7 6 a x 9.8 21b y £ it t i 1 i 78 ' /v L 100b t i . Black River i i J - t 14b J ' Ir 1 i , Y 1, t, 75 k 16, is15 22b -`. 25-t;: 024 2 4 26: i- deli 1N,.1. 4 A: i«. '. r. 1 to z-'""* tp > i 22b 105b` 37 b, ._ fin. 1Q6b J. 9oos;Creek i07b 99 p a 2. ri t " 4 30 L i t ill z i fir,. 451 a 0 _ ,,,e" j, -d f i'- - 30 Z T2 L 't b 77 i r w x 1 481a52tf rwr }.,.. , ', , - E ' i,:: 1' 7 # - u " :.,.5' : _ fit{ t t E`v- s _ q 42b . 1f43b "r-- 21 68 p 11 Creak f f t--„ 43b t j.,.. s , - _. s - 1 G 1i k,i ; sr, Lower Green River ° I. s j 46bw. i Sib2tr1 fi 1 ''0 I i I I t _,.? r 4Th y a 1 Wetlands Open Water r - erea Basin Boundaries Fx fliSSub-basin Boundaries t 1 lir yam,. ,,."..:.. Uf _ f., Y Iy 1 ti., 4 s St,lt I1I•1 CWI17't S s • t 1 T s fit 1l t ._ 1 q r , 1,,,,,,,,._• ,, i ,,i,•,.7, , ... „ ,.__.,„,.., , ,t, , ,,, _:, ,,_., A,,,,,„ ,,,,__,,..,.,i _,,,,,, „ ,t,„1„,.,,:i. 1„..„,,r1,,.1,,,, ,, , ,.„ . ,, , ,...., .. „, . , ,1 d,-1,,, - .. , . #i.--v „ze:. d' 4.',;* fir_- ‘b - t -3 },,iT'd A4 t F ^,'3rY .rt,: h.j-";.., t. 4 ''3,' fi Y 3 E , 1 3` 5— y I—' '3 F 4 r' i., ,\: . Fyf'!-' a r 44 a t t d pU Q, pb 4 1 t ravi "14 t i 1 i a i.,.. t ii,: c',q i ,. is i r _ 1' r. y r a . j fd l-. y' .. t it's ' i l J F { t E` -!} ' 1...".. 5 y e ] 7 kd^L -,`fi,{' 3 f t.c:' 11 _ G. 7 .i.!` 1^.'! I' f i r 1 r t- # S A F €1 S— E p 3 t r ii 1`dl i' r 61u OW 7` : E+.1fi! t t,_ Strews and 100- tlRc S— 4 cf,r "t=r*tfd ac Feig, Year pr eogv r, e * 4 C d G 3 m 2 s 3 4,ikvir eV P- air i- r E . a K g tillo ' fi t mt 3 i wrp s p t j a € pg4 v - 9 n s. - 1 1.1... ..,.: . „„:„, _17_ F,,.„1,, :.,1_,..„.i, . 1.,:,,,..7,..,...„...,..__.,:,...,..,., .„,....1 .. 1...,..k a et S r i 7 ' 1, 4 s a 4 — f 1-;;If';'—(.P—"41,-;;;;.-:: TZ— r7 i;— —'; ;;;,:';.'".:';;;;;',!;;;'i ;;---i 1.'k _i y axed x 1; I ;Ifs # I i } 2.4r r 4 ' T4 k• A1(.l O1,4IYITC4 N k I. _. ra- t g,', t k • 1, y., h, f l e1' , 1 t dtfy a l t t xy. 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F i 1 1 8--- z - a i p I ;illil .r - n: y1-• i l f v 9 ar- ... 14" +aj ur a As i "- ` y i,. i s ;—. l y; r. j F I tF • k., Y} „ i F i at + r - a taw Landslide Hazard s Areas NW 1 - 5/5 low Task 3 -Field Inspection ww Upstream Tributary Area The property currently has a basin to the north that flows through a portion of the site. This upstream basin flow enters the property about in the middle of the eastern property sp• line. The 18.5 acre basin, as determined by field reconnaissance (the same date as the Downstream Investigation) is shown in the "Engineers Basin Survey, Figure 3" is located o almost entirely north of SE 184th ST. This basin begins collecting storm water just south of the intersection SE 184th ST and 116th Ave SE (point 1). After which, the storm waters r main conveyance type is open ditch and sheet flow along the north side of SE 184th ST point 2). tim East of 120th Ave (point 3) the storm water sheet flows through backyards and minor oft ditches to enter a series of three small wetlands located under the transmission lines in the power line easement (point 5). These small wetlands flow, in a series, to eventually wet combine with the ditch flow on the north side of SE 184th ST (point 4) before crossing under the street in an 18-inch concrete culvert. This wetland area is actually two basins with the other basin collecting to a point next to the transmission line access road (point 6). At this point all the storm water in this basin enters a depression just east of the property and south of SE 184th ST (point 7). There is no concentrated discharge point from this low spot(point 7). On the day of this survey there was a pool of about 8-inchs of water with a diameter of 6-feet in this area. It appeared to never get water deeper then about an additional 1-foot. It takes approximately 6-feet of elevation to over top the low area. If this area does overtop (there was no indication that it ever has), the water would sheet flow to the area where it enters the project site (point 8). Page 7 of 21 r. t o i c p6. 12..a 4c1m...... ma\ 2 734 imeim a 3 Q i. Jf s 3 a eea 3 v l ,.....s.. . r....... t 1 t § c...... rt_.4:10 I I----I 14 f z-A J' G. gV LThL-I0 51 1 o I = 0 i ^NA, 1 •-,"'"-- go11:17.), r\421 yy TF' n.,,,, z I156J- ' FVp u, 11 a g6 5 I 1 i ill t„, oZZ c r 200 65 I DI I' I\ a N iia, 1 N I `\ o ipa N 0 N easer. 1 I 121--zY z t e, 1_ in I I 2Z I__-°iz'._-- I :-;a IS' i ` vw aT' UbZ tc,t 1,0CL -744OL1I `- ' I ` ' YllY rs T__!<- mod !r Z£I ji "" N I UVI 1I I,DjuJ IN IO i—Yk 01 OI i I n I ! 1 i ' c, I t 6 1 I 1 { I I I I I i l "' I o I. 1 I• 00 g I 00 t ! OtiZ IEj 1 0 1 09 o0Z I I I £., pa--- i- II I L11L'-"'rc"'?£i°21 - ---9Si--y I. :, t s .L- ..r----r" t*"•' J 4 Cam- r r U 1 VI 4•£L 5 fL f0'bL 15 EL j 1 1 OL"".'"i5 pLrto 111 OE I 08 at-S'101 11 S't99 1 10ll 10 -eel-- 1 1 I ml 1 1 P n lh-dl 9 1 1 _.,° m .:: - . 1(+- P ml I -ni111 1 t•.,_1 11tr11t1 c. , ml I I F ` =nI L1 ~` I Iv in_ (—cv = 1 `= `I I le; I Io . V I'm\ 1 IIII ! 1 I 1 O I! 1 p II II III 1 I' I l — I o 1' 11 Iv 5_f1 ' ;941N—_ E'4L1-N. r'---- l I I i o Z82 -- -4 596l.J06 7i 111 L -- 6-1 L I--011- orb --„"r di C444r'' ' { ia: I^ f I , --------- 1I i Sol(ih7/! co,_ 1 _, _ -r Lo I I I zez -- I--- " r I' otr 562 . 5'01 V!S'0L-I Iti . 1 1 in 5.117. 5'IL t OVI ry F I I ti I o 99,1_, c JJ I N 1 Og 09 to( Py II,11'i C- G. I N I 11 111 P..-.r, , O ! ` l i 411 N.Via ', .7e F: II II1 I tiM1111LIV2,ZI;ALI--' N n._ 1 1r 1 cU I v a_ 0. F• IIIIIvi`• • III 1 i U,• l II 48;fa I3"SS£'96Z3Atl H181'1i;1 II o 1 S'l12 1 1 gIL Obl —'Hutt.Ibl 09 IIZI 0' Z ',' 6L1I a`' 06- -r Zl-Bbt r f 1/^ r 1- 1r >w II, ---I-ri ; I r,i I E r 1 li SOL ,I IS Ivl i S'c 5'66 . 115E ' 1'8L 9 —I iI III 11 ,. )II r rl I 1.5 I I 1 I I II 1 I I I 1 a II1i 11 I I Ilo ( w 1 1 00 off'' COI 111 1 I o I ' I I I J i1=. 1 1 1 1I I 1 I ao 7'I t i•>a . m`W I r(' 111'155----f' oCO mi %'/I -_ .r 11``= __6® 1 V ,onl` n M 01 N,\ ; I,N NI 1 ' 6 NI I N t r.- ou I o m[, cis I - I 4- Fiala i C I Le9/l, m1 i r 11 17 I fin? I I ll4r-.L_J J SQL I B.OL_ °'66 5'I- OELEZ S'OL I 5'0L +50 I UL ---, ICI P- Il / G£'LZ ! of ofm1 h 1 a_! ,,1 i n R 9 9? sZ Il-'! I_ i i P r,l tRi T. i Mall. j9I1 m1 T ;cam m N r w'a D*:--- NII1 N N N — I II ,: 1 ' . I I V), 'i: r ,::-„, ri 1,11.42/ 4 Ili, `-) I -__, r "..?. - 62; L r ! lb'!I r I 6e I terse , 'Y ii i i I l I OL i I I tt i- le; ^ ti. '--- i I A:1 I i I I , . L itl 111 i „ i , , It; ;,.`S'OL 5 1-_,J r + i A )a t iiiiii I.nd &NI iima i..d i1.r 16.1 6.4 rood boil ri trii howl lima lima Irma —J 110 ",a.r11i rr On the day of this survey there was standing water (point 8) about 20-feet in diameter and a few inches deep. My impression was that the water from the low wet area (point 7) rrrr flowed to this location(point 8) underground. There were no visible signs of surface flow from point 8 through the site but the topography slopes naturally to the dry stream channel along the south property line (point r. 9). This ends the upstream basin survey. NW Downstream Analysis Field Investigation The Project Engineer conducted a site visit on Feb. 1, 2005. The temperature was 52 imp degrees; the weather was sunny and clear. ell The property drains naturally to the south property line where all storm water from the site enters the stream along the south portion of the property. The stream flows from the west to the east leaving the property line at the south-east corner. vet On the day of this visit there was no surface water in the stream bed. The 3-foot wide bed is made of rounded gravel, small stones and course sand. There is no obvious signs of erosion anywhere along the property. The stream resembles a foot path since there was no water in the stream. The stream wonders around and under light tree cover and brush, some downed trees also exist here. The slope of the stream is somewhat flat with no signs MOP of stream bank cutting or scour even though the slope is about 7% . As the stream (dry bed) continues east it turns south, the slope lessens to about 2%, and about 150-feet from the point where it leaves the property entering a series of adjacent O properties that have incorporated the stream channel into their back yards. It is almost impossible to see any evidence of a stream in this area which is about 300-feet in length. Pic 8oI 21 r Chicken coups, animal pens, private gardens and landscaping all but obscure any evidence of a flowing stream at any time of the year. I believe the stream must be Apr subsurface in these areas. The overall slope of the ground is about 2% to 5%. These yard areas end about 500-feet downstream and the channel reappears, still no visible water but the gravel bed flattens for about 100-feet as it looks like sheet flow conditions into the Class #1 wetland labeled #2 on the wetland inventory(Soos Creek#2). This point is 650- feet downstream of the site. The wetland is approximately 600-feet long with culverts and roadways/paths throughout the area. At 1300-feet from the subject property the water enters Big Soos Creek. Will r. WN Page 9 of WIN ar Task 4—Drainage System Description and Problem Description: Aar UNW See the attached Off-site Analysis System Table and key map. sir mar ast WO rr wr SOW WW Page 1iiof 21 Sur NI. VW ft)"-a:= 0 b O01,C7 0 o c C) L-1i t as wo; ai a 0 00 m 0 eir 03 E?O Y.,. 1 L L L y L v) z, i o6,. Ca 1 Gl oo cOi v C7 r so rrr W 4,0 ooi N N q . r a0 ..j;p -p cC 0 ^ A-. b x: C c 0 0 H 0 b 5 , o c c E INN E to c W .0'° a' o°'o o°'n cu ni z o d o W iorci) ce. o 0 c3 0 0 Ur E 4. Nii'c c c m c-w cs O?1LS b ' N O O O Cd G^in O O O p0 M F-1 N !1 U O C4YE "u li O O O O O p O O p - vi v') O O C :0 N O OM z 0 0 0 0copor- N M N O O S III/ Z0Cl) - dEt 0 0 W 0 d o v p 1 3 3 0 0i Cps i, ,r oA 1 a `"°D w w C c rA o,. c o N rclyx. a N'; C cd C 0 3 N mow" , N Q. o Q x cAQ. m T m C ctl x L]. to O0 o 2- rn N 'cd N N 3 Nr ' O b b Q N V] V] .. 0 U MN ry3 •a 0)x C" . , E 8 c4N , H cl ' d oa> bcv0a , . 6ocsN UU0vi o or cn o0 C) rr 0 0to rip - O v N c HUya. - .c 0 3 3- 0 y ~O INV 0 N M 1 Vr ( 00 cO 11. , 1 . 40„14. ,(.04, * x Srz Ri -rf - N S• f_ 4,Fy 'A; M w x f M6 -ti,-a lel q; ' - 4,,#i' .mow'^', t e sk^ i- IX i' * '"mom -. s 3 „i a yde t' 4 f " s, i'' A " " w ra. t f 4':-:-.*'''' t* E V , ' __' - -. -" -.:' -.... -.-1111, , f.-- --,, 4...t.---7,,t-1:4-",--.,_".`..;=:,--", L. - '''.`,,, ; it,,,, ,.,,,.,..,,,,,,,,,,..:: , ,:,, -.. - .,-, ., _ ...,..:4:-.40:,, ' ,,,ki ,. 1:ti A1 ,tt S'Ar 001‘i**^ - 4 ''.-* '''* 44, ..."*"4. itc e 1 n. # 5;. 4 --, ---0.--1--g---- --z-=-- - - A:4- ), - . -- -..--1 '. ' ,y-:---Tie',.' 41 r '„`z _ ,.is s >. r.,A I i x ice}' r " 014 '1 it ji 4„,; o‘ t. to _ . . ,..,,,, _ 4 , -it:, „,,V4 '.",--""t,1_`kft4f i—' T` '..-'.' -"',"'''" ""; ." ,'" , • 4)14'1 .. t_ k--I- , ' - _,.. 4,,'''t , '''', 1 I if',. 1"#.., - t*. _ t k. o. v,, tt .arc: _ _ R e''.,,Jg L I* ' , o 1t-4-i1' e,:<&,- E*."„f-,,--'i=i,.' 4-..*•* g- r., k u, ++ ' n„jare M y,'fey ,+` K Y y 4*-i- s-L, i-,c.," 1,, t, 4 f ...i41,„ 11Yk usw Task 5—Mitigation of Existing and Potential Problems: Type 1 -Conveyance System Nuisance Problem. There are no known or reported downstream problems from conveyance system size or elevation. liver Type 2—Severe Erosion Problem There are no known or reported downstream problems associated with erosion. In the complaint received by King County and addressed in the appendix of this report the property owner mentioned erosion problems along the back of his property due to construction erosion from the Auria Woods plat. This erosion concern is related to construction. r Type 3-Severe Flooding Problems There has been a complaint from a downstream property owner that has been addressed in the appendix of this report. The Level II standard used for the Goss Project is a INN standard to mitigate stream erosion and flooding downstream. No additional mitigation is IN, proposed and the property owner complaints should be directed towards the Auria Woods project. moo ow ow Pace 11 of 21 FLOW CONTROL AND WATER QUALITY FACILITY ANALYSIS AND Inv DESIGN: A. Hydraulic Analysis vas The drainage analysis was modeled using the King County Runoff Time Series software. The onsite soils are Alderwood(AgC), KCRTS group Till. See soils map included in rirr Section 2 Offsite Analysis of this report. The site is located in the Sea-Tac rainfall region with a location scale factor of 1.0. EXISTING CONDITIONS The total property is 2.83 acres. There is a 30-foot by 210-foot area of frontage improvements along SE 184th ST (0.15 Ac). The existing stream buffer area, which will remain undeveloped, is 0.53 acres . The property is currently covered by a combination of pervious and impervious surfaces including: a single-family residence, miscellaneous outbuildings, lawn and landscaping but the "Conservation Flow Control" standard says the site must be modeled in the Historic Site Conditions" (footnote 49,page 1-42) as Forested. The predeveloped area modeled is the total site, plus frontage, minus the undeveloped area. 2.83 + 0.15 —0.53 =2.41 Ac. The following Landcovers were used to create the predeveloped timeseries: EXISTING CONDITIONS Total Area=2.41 acres PREDEV timeseries) GROUND COVER AREA(acre) f,. Till Forest 2.41 Impervious 0.00 Page 12 o[ 21 rrr Flow Frequency Analysis Time Series File:predev.tsf Project Location:Sea-Tac Annual Peak Flow Rates--- Flow Frequency Analysis Flow Rate Rank Time of Peak - - Peaks - - Rank Return Prob CFS)CFS) Period 0.152 2 2/09/01 18:00 0.194 1 100.00 0.990 0.041 7 1/06/02 3:00 0.152 2 25.00 0.960 0.113 4 2/28/03 3:00 0.116 3 10.00 0.900 0.004 8 3/24/04 20:00 0.113 4 5.00 0.800 0.067 6 1/05/05 8:00 0.098 5 3.00 0.667 0.116 3 1/18/06 21:00 0.067 6 2.00 0.500 0.098 5 11/24/06 4:00 0.041 7 1.30 0.231 0.194 1 1/09/08 9:00 0.004 8 1.10 0.091 Computed Peaks 0.180 50.00 0.980 DEVELOPED CONDITIONS vim The developed site will consist of 17 single-family residences with associated roadway and utility improvements. The storm water runoff will be directed to a wetvault that will be located in the southeast corner of the property. Drainage discharging from the age wetvault will be tight-lined down the slope to the existing stream. Flow Control BMP's low This project is a subdivision> 22,000 sf. It is not feasible to implement full dispersion for the roof areas and it is not possible to do full infiltration. Therefore, since limited infiltration is also not possible then Basic Dispersion was selected as the flow control BMP. taw Basic Dispersion Assuming, based on possible lot grading, that the roof leaders for lots 6 through 17 can splash block to a pad that flows to a ditch along the back of the lots, eventually entering a catch basin to be conveyed to the detention/water quality vault. Then, at a minimum, 700 WitSF of roof area can be dispersed per lot. This is a conservatively low estimate since two roof leaders per lot could handle 1400 sf total. 700 sf of impervious area per lot reduces Page 13of 21 rr. Via the impervious are by 8400 sf(12 x 700) minimum. This is enough to meet the 10% impervious area reduction for the lot areas. To reduce the total site impervious area by rr. 10% then 10,980 SF of lot roof area must be splash blocked. That's 10,980/12 or 908 sf for 12 lots, which means two splash blocks will work to reduce the area. For preliminary, conservative estimates only, one splash block will be modeled for sizing the detention facility and the two splash block option saved until the site plan is further developed. Using the conservative, 700 SF for 12 lots, the impervious area to be used in the detention facility model will be: Impervious Area Calculation Area Size Impervious Grass Impervious Area Area Frontage Improvements 0.15 100%0.15 0.00 Storm Drainage Tract 0.23 100%0.23 Right of Way 0.33 100%0.33 0.00 Lots **1.70 1.02 — 8400sf/12 lots = 0.92 1.70—0.92 = 0.78 Total 2.41 1.63 0.78 Providing splash-blocks on lots 6 through 17 (12 lots) will reduce effective impervious area x 700SF/ lot. Therefore, without the reduction, the impervious area for the lots was 1.7 x .70 = 1.20 Ac and the 10% reduction = 1.70 x .60 = 1.02 Ac w sir Page 14 of 21 r The following landcovers were used for generating time series and flow frequencies. tri DEVELOPED CONDITIONS Total Area=2.41 acres DEV timeseries) GROUND COVER AREA(acre) Till-Grass (Landscaping) 0.78 Impervious 1.63 Flow Frequency Analysis Time Series File:dev.tsf Project Location:Sea-Tac Annual Peak Flow Rates--- Flow Frequency Analysis Flow Rate Rank Time of Peak - - Peaks - - Rank Return Prob CFS)CFS) Period 0.465 6 2/09/01 2:00 0.935 1 100.00 0.990 0.384 8 1/05/02 16:00 0.612 2 25.00 0.960 0.558 3 2/27/03 7:00 0.558 3 10.00 0.900 0.420 7 8/26/04 2:00 0.505 4 5.00 0.800 0.505 4 10/28/04 16:00 0.494 5 3.00 0.667 0.494 5 1/18/06 16:00 0.465 6 2.00 0.500 ome 0.612 2 10/26/06 0:00 0.420 7 1.30 0.231 0.935 1 1/09/08 6:00 0.384 8 1.10 0.091 Computed Peaks 0.827 50.00 0.980 tow est wig ism Pa c 15of 21 cD CD o m J z N,fL z N i ll a o U a1LL " Q w W 3N 1 w oZ O zWvLz 1 n Q Z o 0 a twH_ II U. ir. 2 C... o J li u, Z OS 1--1 8)Cz..i k. 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Detention Routing Calculations Per the Flow Control Applications Map created by the County and included in the jacket of the 2004 KCSWD manual, this area must comply with the "Conservation Flow Control" standard. This standard requires the project detention facility to match(within 10%) the predeveloped frequency and duration from V2 the 2-year up to the 50-year event while maintaining the 2 and 10 year predeveloped release rates. We have selected a detention vault to best suit the space and detention requirements for this site. The vault (vault.rdf)was sized based on the 2004 KCSWDM standards and modeled with the Counties KCRTS Computer Software. A 25-foot x 100-foot vault was modeled and it was determined that the water depth would be 12.5-feet deep. Routing the developed rr+ timeseries though a vault this size will meet the required Conservation Flow Control Standard. Retention/Detention Facility Type of Facility: Detention Vault Facility Length: 100.00 ft Facility Width: 25.00 ft Facility Area: 2500. sq. ft Effective Storage Depth: 12 .50 ft Stage 0 Elevation: 390.00 ft or Storage Volume: 31250. cu. ft Riser Head: 12 .50 ft Riser Diameter: 12 .00 inches Number of orifices: 2 Full Head Pipe Orifice # Height Diameter Discharge Diameter ft) in) CFS) in) rrr 1 0 .00 0 .68 0.044 2 7 .20 1.20 0.090 4 . 0 Top Notch Weir: None Outflow Rating Curve: None rrr Hyd Inflow Outflow Peak Storage Target Calc Stage Elev (Cu-Ft)Ac-Ft) rr 1 0 . 94 ******* 0.55 12 .62 402 .62 31546. 0.724 2 0.46 0 .15 0.13 12 .08 402 .08 30204. 0.693 3 0 .61 0 . 12 0.11 10.48 400.48 26211. 0.602 4 0 .56 ******* 0 .11 10.13 400.13 25331. 0.582 w 5 0 .49 ******* 0 .08 8.58 398.58 21441. 0.492 6 0 .33 0 .07 0 .05 7.43 397.43 18569. 0.426 7 0.38 ******* 0 .03 6.90 396.90 17240. 0.396 8 0 .42 ******* 0 .03 4 .89 394 .89 12224 . 0.281 am, Page I() of 21 IMO Checking Release Rate: Predeveloped Developed 2-year Event 0.07 cfs 0.05 cfs 10-year Event 0.12 cfs 0.11 cfs w Checking Frequency-Duration: Rdout is the timeseries created by the program for the vault release. This comparison low confirms the vault meets the required King County standard within 10%. ow Duration Comparison Anaylsis Base File: predev.tsf New File: rdout.tsf rir Cutoff Units: Discharge in CFS Fraction of Time Check of Tolerance Cutoff Base New Change Probability Base New %Change 0.035 0.85E-02 0.65E-02 -23.9 0.85E-02 0.035 0.033 -4.9 um 0.044 0.60E-02 0.60E-02 0.3 0.60E-02 0.044 0.045 1.9 0.053 0.47E-02 0.51E-02 7.2 0.47E-02 0.053 0.057 7.1 0.062 0.35E-02 0.39E-02 13.6 0.35E-02 0.062 0.067 7.5 or0.071 0.27E-02 0.31E-02 13.2 0.27E-02 0.071 0.076 6.9 0.080 0.21E-02 0.23E-02 10.9 0.21E-02 0.080 0.082 2.5 0.089 0.14E-02 0.16E-02 11.6 0.14E-02 0.089 0.095 6.1 0.098 0.91E-03 0.12E-02 28.6 0.91E-03 0.098 0.104 6.1 0.108 0.55E-03 0.72E-03 29.4 0.55E-03 0.108 0.110 2.8 10 0.117 0.29E-03 0.29E-03 0.0 0.29E-03 0.117 0.118 1.0 0.126 0.21E-03 0.11E-03 -46.2 0.21E-03 0.126 0.122 -3.0 0.135 0.15E-03 0.00E+00 -100.0 0.15E-03 0.135 0.125 -7.4 Yrr 0.144 0.82E-04 0.00E+00 -100.0 0.82E-04 0.144 0.128 -10.7 Maximum positive excursion = 0.005 cfs ( 8.8%) occuring at 0.052 cfs on the Base Data:predev.tsf 410 and at 0.057 cfs on the New Data:rdout.tsf Maximum negative excursion = 0.007 cfs (-17.1%) occuring at 0.041 cfs on the Base Data:predev.tsf owand at 0.034 cfs on the New Data:rdout.tsf See the Appendix of this report for the full listing from the KCRTS Model. 101, Note: The total volume modeled of 31,350 cubic feet at a water depth of 12.5 was fitted to the space on the drainage tract to maximize the use of the tract. The water r depth was decreased but the total volume in the vaults shown on the plan is the same as that modeled here. wis Page 17 4 21 r C. Water Quality Volume Calculations Per the Water Quality Delineation Map created by the County and included in the jacket of the 2004 KCSWD manual, this area must comply with the "Basic Water Quality rr Menu" standard. This standard requires a number of water quality options listed in the r County's Basic Water Quality Menu. For this project, a wet vault has been selected to meet this standard. Therefore a permanent water volume (dead storage), stored below the live detention volume, will be used. The required volume of dead storage will be mai designed per KCSWDM Section 6.4.1.1. The following variables were used in the calculation: mil Volume Factor(f) = 3 Rainfall =0.039 feet Area= developed basin tributary to wetvault Where A; = area of impervious surface (sf) Atg= area of till soil covered with grass (sf) Atf= area of till soil covered with forest (sf) i, Ao= area of outwash soil covered with grass or forest (sf) Vr= [0.9A, + 0.25Atg+ 0.1Atf+ 0.01Ao] x (R) Vr= [(0.9)(71,002) + (0.25)(33,977)0.039=2,823 CF Vb = f*Vr= 3(2,823) 8,470 CF Required 25'x 100' x 3.5' 8,750 CF Provided NIEN Pagc 18 of 21 APPENDIX 1. King County Complaint / Response (3 pages) 2. Property Information (3 pages) 3. King County Complaint Listing (12 pages) 4. KCRTS Data (7 pages) Page 1(1 of 2 1 rr rr. King County Complaint / Response: On April 12, 2005 King County DDES received a letter from a property owner (Gregory L. Gouker, 18451 124th Ave SE, Renton WA, parcel ID 3323059041) who owns a parcel tow directly east of and adjacent to the Auria Woods development. do Summary of Property Owners concerns: Mr. Goukers concerns (paraphrasing) are that since the development of Auria Woods the County has not listened to his concerns about the flooding of the stream that his property shares along his west property line with Auria Woods. He states he expressed concerns at the public meeting that the development was building its storm facility in the stream floodplain and that it would worsen the flooding that currently covers, what he estimates to be, about 10% of his property. He was assured the storm facility would not worsen and in fact reduce the flooding problem that currently exists across his property. In his opinion, the flooding has worsened and has forced him to move a building previously located at the northwest corner of his property. He also expressed concerns about trees that have fallen down along the shared property line and sediment that was deposited from the Auria Woods property have interfered with the flow in the stream. Mr. Goukers also states that he had to cleanup the stream bed and remove fallen trees because these concerns where not addressed by the County and that drainage course constructed by Auria Woods needed to be fixed and redirected but never were fixed. He also states his concern about how the water levels in the pond change ("The drainage pond filled again to the point the two sections became one large pond..") with only minor rains and only 20 of the 30 lots having homes built on them. rrr Response to Property Owners Concerns: The Plat of Auria Woods is working with the County to design a mitigation concept for the projects construction in the stream floodplain. Part of this mitigation includes providing storm water detention to replace the volume of water no longer available for storage of flood water due to the projects construction. The proposed outfall for the Auria rri Woods project is constructed 350 feet downstream of this property owner. The other concerns for tree removal and sedimentation from the Auria Woods property are not applicable to the storm water facility proposed for the Goss Property. No mitigation above and beyond the currently proposed detention/water quality facility are proposed. wr rr OW 2 of 22 I L# lb 44 17o \............ N st 114- r INElx.-- iN;:zi .,•: "". r ....-:_ z. . t., --......:___ .„. ,.., ......... , 0 t\ s.. r1,...,,‘ k, ---•-•-..... T\ 1)51:505°104i 4/ i /7 x ,_,, t, ,,/ \- 1. I 1 fiesii,,„ 14.46, i x ,_4.... k• ,s- cgs kr w4, NelA 1 4s* ,, e\" SSW-2353 " i II 1 i i.Ai 0°DS 1 lt. RIM 376.68 it 35.4.E4 N 21"umloow TYPE 1 1r2E4,W S 21"UNKN.:AN TYPE i 1 i I! 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Map OutputIiir 1 King County Home News Services Comments Search e. iMAP - Property Information (Planning) lei 1 8197200421 '619960026619720044061972004231b199600254 3323059093 3323059040 li 3323059069 i I i Id L6197200442 ? -14T200444 332305906A 3323054024 6199600280L___ t 6i97200443 1 -6-SO i ) 1 3323054047 61972004i., 6197200482 A199500282 r 1 61y72001 6199600300 3323059009 33230 9099 1---'6197200i83 6499600301 697200480 bl99600320 3323059097 6197200462 I 33 3323059052 8E=484TH:Sfi 230390 ra 6l9T800204 j 61996000I5 l97800 22 6197800281 6l99600022 6199600040 3323059075 614780022/i ( ----6197800205 1-6199600023-11 1 l e 3323059015 3323059036 t6197800223 6199600021 6199600043 3323059027 .>` Si9T80020 61 9600644._— 3323059037 Q4 4- 6197800 3 6l99600060 SITE 3 ( } 3323059082 8199600020 6199600042 3323059038 el 6197600242 :6 1 9 780 0241 W R-6- 0 3323059083 S 3323059040 g R'-$O 0305500020 T0305500060 0305500.7'.1 l 61u r 1 I03051500320 030550b100 f 9°.5S07T77-` ft 0in'r' r,0 I, j 030____080 0305500130 332305404!r SE i a b l i tST M: _0305500040---- -- 030600150 6197800261 1 l ( ( 10 0550026p 0305500210 0303500310 SE:86TH.PI '`- 0905500240 I I0305500230 f 1.' 3323059039 0303500300 1030350b22o 0305500l60 3323059098 6197800286 6197800281 6197800284 f 6i97800?80 r 6197100285 b194600100 619T800301 6199600140 619T800300 699600160 8199600780 3123059073 C 619760032! r 32/3 7 9 'r 6 97800325 6 i 99600!3a I i 45 Legend County Boundary Zoning NB.Neig'6Qtaad8.mnoa1 = Streets A 10 Agricakrat,ale DU per 10acres ® C8 Conaway 8.azness nKfmn) A 35 Agricultural,ere DU pa 35 acres R8 Repeal B mress Arenas 47f FffaastEloMoo tnmt Al Meer*1 tedarnt 111 f,r Forest Production District RA-2S-Rural Area,me DU per 5=rex Ogee Boundary RA5 Rural Area.meDUpa5aQes Incorporated Area Agricultural Production District i '1 RA,10- nRsraEArea, eDU pa 10acres t f Boundary UR•Urban Reserve,en DU per 5 sees L OP Urban Growth Area Line R.1 Reuda,tal,cme Di pa atre Lakes and Large Rivers R=a Resdar ,40Upaacre R•8,Re ackriar,8 DU per acre trif Streams R-8,Resdmial.8 0U per acre Muckieshoot Tribe R-12•Re adersai,12 DU per crane NE King County owned properties P.18 Rendaa*18DU per aoe Parcels ED R 24 Residaaal,24 oti per acre 1. Zoning Labels IN4448 Reedaaa[,aBDU per sere lei 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 IsIlihttp://www5.metrokc.gov/servlet/com.esn.esrtmap.Esrimap.ServtceName overview&Che... 1/31/2005 King County: Districts and Development Conditions Report aKing County Home News Services Comments Search PARCEL REPORT Districts and Development L. Conditions for Parcel number: 6199600060 BY LAW THIS INFORMATION MAY NOT BE USED FOR COMMERCIAL PURPOSES. Administrative Districts and Areas Address 12047 SE 184TH ST Jurisdiction King County Zipcode 98058 Council District:5 King County Council District Council Member: Dwight Pelz 2004-2005 Districting Committee) Phone: (206)296-1005 Web site School District 403 Fire District 0040 Water District None Sewer District None Water and Sewer District SCWS Water Service Planning Area Soos Creek Water and Sewer District Muckleshoot Indian Reservation No a Planning Designations King County Zoning R-6-SO Comprehensive Plan Land Use urn Urban Growth Area Urban or Community Planning Area Soos Creek Unincorporated Area Council None IIo P-Suffix Conditions None Kroll Map Page 605 Thomas Guide Map Page 686 Agricultural Production District No Forest Production District No Roads MPS Zone 342 Transportation_ConcurrencZone 799 http://www5.metrokc.gov/reports/dd_report.asp?PIN=6199600060 1/31/2005 King County: Assessor Property Characteristics Report T 0 King County Home News Services Comments Search By law this information may not be used for commercial purposes. Assessor Real Property Records: Parcel Number 6199600060 Taxpayer GOSS MYRON R Account Number 619960006002 Tax Year 2005 Levy Code 4250 Tax Status TAXABLE Taxable Value Reason NONE OR UNKNOWN Appraised Land Value 59,500 Taxable Land Value 59,500 Appraised Improvement 239,000 Taxable Improvement Value $239,000 Value I"" Parcel Number 6199600060 Taxpayer GOSS MYRON R Account Number 619960006085 Tax Year 2005 Levy Code 4250 Tax Status TAXABLE Taxable Value Reason NONE OR UNKNOWN Appraised Land Value 59,500 Taxable Land Value 59,500 Appraised Improvement 0 Taxable Improvement Value $0 Value Parcel Number 6199600060 Taxpayer GOSS MYRON R Account Number 619960006002 Tax Year 2004 Levy Code 4250 Tax Status TAXABLE Taxable Value Reason NONE OR UNKNOWN Appraised Land Value 59,500 Taxable Land Value 59,500 Appraised Improvement 239,000 Taxable Improvement Value $239,000 Value Parcel Number 6199600060 Taxpayer GOSS MYRON R Account Number 619960006085 Tax Year 2004 Levy Code 4250 Tax Status TAXABLE Taxable Value Reason NONE OR UNKNOWN Appraised Land Value 59,500 Taxable Land Value 59,500 Appraised Improvement 0 Taxable Improvement Value $0 Value Assessor Parcel Records: District Name KING COUNTY Property Name T pperty RESIDENTIAL http://www5.metrokc.gov/reports/property_report.asp?PIN=6199600060 1/31/2005 IS IMap Output I King County Home News Services Comments Search IiMAP - Sensitive Areas wet themes IN I P 1 :ow 1111 * Milliif: ''') I -.4E11. ...1 'gill, iddiin 1 1 1': - 3 i1111111i lniN'F'• .' f' .. I PO an 8lat: II u I 1L}•= C,. Nip -.111 . Will t rram!!.,E„_, f 7 111 .Ill ' :=Fill_ . 1 lillil1 i-• 9II.al t :a 1 -, _ .,,- 1. ,.1 . il rt: I!__ lii `IT4' = ;,I1 II 1 III 1 III- =' M=_.. il_:::_lif Ai ..- IR ligeri Ii . ili 17..; • _,....ice. ` .=1 . .,.. i h'• iiiial_,i'' ":"1 I.----''' ' i i6' t,'.,. t1." M- .,•E___ Is rr—.• a w Panther Lake '- C':3i h1o' .. I "- Si_ t1 -W - !u i !lt:=' -;- 2 r.l i- 1. tt1m i-iii aL.-.:, 1.--,..,' 'Ilk' ' 0- Ail i mi__E2'-u--,.... .,-.1 MI rr 1 ye 1111111111111111111 ii r trtr•u.1 na aril urgii CI lag 1: [ J ddii mg i III - iff- - flit 11! inlI a.t. igoill III in 4c)200310.10Couney '' ••, ..' .- . .- ',.: • • .- , - - -'-., Aisli=ulall• -- .....„,,... L Legend i - County Boundary t, t IN MAD Drainage Complaints Streets r' Parcels L4000 Poneo a r Lakes and Large Rivers J4as Streamsr icRR} rhe information included on this map has been compiled by King County staff from a variety of sources and is subject to change without notice. Iw King County makes no representations or warranties,express or implied,as to accuracy,completeness,timeliness,or rights to the use of such information.King County shall not be liable for any general,special,indirect,incidental,or consequential damages including,but not limited to, lost revenues or lost profits resulting from the use or misuse of the information contained on this map.Any sale of this map or information on his ma. is.rohibited exce.t b written .ermission of Kin. Coun , King County I GIS Center I News I Services I Comments I Search No By visiting this and other King County web pages,you expressly agree to be bound by terms and conditions of the site.The details. A k Ili F KkCos4 CoNpj*iAs , http://www5.metrokc.gov/servlet/com.esri.esrimap.Esrimap?ServiceName=overview&Client... 1/27/05 I /I NO1/31/2005 14:58 FAl 206 296 8198 IC 131E "K RE.NTONI. 001 I im _ L/5 P/11 p_ King County Road Services Division Department of Transportation 201 South Jackson Street Seattle:WA 98104-3856 FAX Transmittal Cover Sheet Road Maintenance - Field Headquarters Bog 206) 296-8281 _.._.P Star Lake .. (206) 296-8293 Diamond ...(206) 296-8292 Skykornish _1-206-677-2534 Cadman ....(206) 296-8289 _ Vashon 1-206-463-6366 Issaquah ...(206) 296-8290 Fall City (206) 296-4541 Summit (206) 296-8292 Li am No,of Pages I G. Date 3 / t Do " Time pm Including Cover To I— "V V-k) j FAX# 11 7 943 FM Name) Division I Section/Unit) Transmitted By Phone Nan 9) er ICE: I' h:iq e Additional Comments L cY WM m N 4 N C‘IN. 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U.1 1 N n N W N N ru fli i Irr = w V) 7 1 1 Q w 1- Z o O 4/ 1010 CC W J y v o Z t' O O 18 r CrO a 8 O o EOOIj NO.INIAH ){M IL1d :1N. 861S 96Z 90Z IV;I 69=V[ SOOZ/I£/I0 g J a @ NO 2 e 0 z m 11.1% 0 > k IN § z 416, < c, z j E 0 01.11 R %. OS pec ƒ .< 5 E k zD/ e 6 zz ¥ k ma /@a g o § / 0 k kk § \ 7 At. g k i C k on c3G01 uk §GQM \ 01 k 2 a fNO / Wit 0 M < CI e tub G Q G @ at m @ fe3 k i V L © 4 > 0r t < z 5 = 0 s 1-00 2 4£ a mt a V619 96Z 90z 1 6S :#+ sooa E»!o lilt Gal r Ding County Water and Land Resources (WLR)Division 201 S Jackson St, Suite 600 Seattle, WA 98104-3855 ir. Date; - 5` Number of pages including cover sheet:_ -7 NW ir I a From: Cindy Torkel sonFax: t WI-R.StormwaterServices Section Phone:( 7, 77 phone; 206,296-1900 Fax Number: 206-296-0192 or IMPORTANT LEVEL 1 ANALYSIS,NOTE:.-- We do not send copies of certaincomplainttypesthatarenotrelevantsuchasBCW, FI FIR, Fill and WQA, andOSwedonotsendCLandLStypes. Sr17.e key below. Type Si, S2 and S3 will not befaxedduetosizeconstraintu/44% toodlt, 4.0_,..frAvii/eZenti2, A Li t r`f Jl l_ • -p VirrO3 . L f or i rA leh The following is a list of complaint types received by the Water and Land Resources StoServicesSection. Complaint numbers he rrn vaterPWiningpriortoI990havebeenarchivedandare nolongerinourpossession. They can still t:M retrieved, if necessary, but will take additional time and maymowpanent. not be beneficial to your research due to t'aeir age, development which kinterestedinreviewingtheactualconla _i:s they ktas occurred, etc. If you.areP9cabepulled(time permitting)for your review.Copies can be obtained for$ .15 per page, and$2.00 per pine for plans.No Kees: TVne•of Investigation e ofPcalrlemCAorionRequest DCABCC' Business'for Clean Wafer Development/Collar ectionowCCFResponsetoClearADMDrainage-Miscellaneous CL Claim DES 1)Taiaagc—firosion/SedimentarionEHEnforcementonHold DIE Drainage—Landslide/Earth MovementEREnforcementReview DTA Drainage Technical Assistance MMA Mainten war FCC,FCIt,FCS Facility Complaints fi Q Drain —General InquiryFISWMFeeInquiryance-Aesthetics FiR SWM Fee Review 1G Maintenance D1T F Maintenance-FloodingFIHSWMFeeonHoldalstaee-GetrerenenalMMLawsuitMMaintenance-Mowing Facility Engineering Review MNM Maintenance—Needs Maintenance lai RP. NDA SW? IteiNI Maintenance-Noxiousous WeedsNeiborhoodDrainageAssistanceS(>WQC WQBSiX'Tv1 Fee Questions WQE Wafer Quality Complaint W .Q Water Quality Enforcement Quality rQalit — BestpingManagement PracticesorWQRWaterQualityEngineeringRene e l Water }--Dumping QA Water Quality Audit i s.'i ax:Qual e—AlicitCannectior_WQO Water Quality—Other R. 4 SWM Fee-Remeasuremcnt S1,S2,SN3 Engineering Studies GRT SWM Pee-Grant gmNINA SW/vf Fee New Discount Subject to Public Disclosure requirements 1.Receipt of written re a st for documents 2-Review and approval by Prosecuting Attorney's office r z. L_• _) J: l,L `;K I i,,IA C O. 'A, R . r...: ....s: as e rvA. ..•,-__ NO,O .. P P rkiiN L U i I ig L:f-tsl.:TENT OF PUB KS rnu : 1 i SURFACE WATER iviANAI E v'ENT DiV S;ON . N\ ,,1 COMPLAINT INVESTIGATION REPORT i a i COMPLAINT:ISE OF Yv c.Os ; afry-6•5 -dl3 F,,k j 1. 0 iff 3 -Wed? SEC 4 TWP Z ,RGE OP.4: • Fa p.6S L r41 1iL 5. - 5. $ 0...L-.4 Te, KROLL PG. 0 9PLAINANT:__4 D . t- 0 tR Le ' -1 o G•Pc,•a t} 4_t w.t`_t-,_ ....„.a COUNCIL DSST. PnONE NO. HOME: G 3f al '____ s. City State -Zip.. I WORK: --- i r4LSOFCOMPLAINT: 41 f " i1h fl...44-45. V ‘,„/4.0.,./- ,....,...<_ I, -(4L.,,,(7-pg..- ,,.e., Ci--4--0-1- . k-d'i./O-a,,,,/- 4 04.1.-,,47 ge),-- aNen 4 i24-•.--- 0441.-6-:':'t•-'aPt 61:1 4 7 , 6- Q) , ati"-e-w- I` 7. 2 r 1 4 /ffs) , r n L 0 .. C e4 CL Yl r c.. cOut+..-12 s c _ANT RECEIVED BY: wir771MILSOFNVESTIGATION: Sketch on reverse side;`Yes ""No Phetas:Yes L9' Na El cNanuy site 3-12-92. viriewed area and talked with John Torlai ,:': the time of investigation there was a steady low of water thru the 15"CMP under 133rd I:1 SE to the adjoining pond/tract. This area was t_ered with branches, plywood, styrofori, chair covers, etc_ , but the outlet pipe was able r. handle the flow, being approx 1/3rd tu .I', of water_ The maintenance road under which this TIP flows was heavily eroded from what ap,,'edred to have been an overflow from this tract, The ream bed area below the maintenance road and thru the Torlai property had a good. growth vegetation, and did not appear to be eroding. A 24" CMP under 132nd (private road on the tn-lai property) was clean, and is said to not be able to handle flows when the 18"CMP up- Cream plugs, and the pond then overflows -- storm events. i Torlai has been talking with the Forest Trails Homeowners Association, and would like to itall an overflow pipe thru the maintenance road and repair the eroded section of this road. omeowners Assoc are reluctant to install the 4 r.flow pipe because the County has told them Hy are liable for any damage caused .by the additional flow. rto 1) Shows drainage from culverts under 133rd from maintenance road. 2) 18" CMP under maint. road. 3) Maint. road where erosion occured_ ; 4) Stream bed downstream of maint ro:a6. mg 5) 24" CMP inlet under 132nd (pvt rea(;). 5) 24" outlet. A!NT INVESTIGATED BY: >G C 0..DATE: 3-I3- ? •. TAKEN: 3 20/9Z 1- a A4 voi J^v'•,c, M fr 1lA4' tz aisi`'` e.,1 1) c nit f o u c 1a CA.) 411 50 Iv f" ¢,-otti.GZ-P10 t,Ja, `jam. -i r5 I. h oyIAAjQL, , 1 s ,--6d,/a c.,; .. W.ft,:. . r1014)5, Cs y L+ irn era. uu e,,..P:o. . ... ' daMti f h -C..e. c.Sz P 41.4 Y'"a",(L, " 4.°h1.. ?&AN%t,.asm.cif,, ,`..,,, Kam.!!(re& , nlainant advised of action possible or taken by: Phone! Letter 0 Personal Contact 0 . a bpi O r,J_, _ Closed: 3 OK'd:ti #VIaint Action Handled By i Nam Date initial ve.. ,.m -. _ .... _.. __.... :.... ...,_..... 1 , i,nr.: ,.,, 70Dm KING CO ''i' NO 5P P 3z, z,, ..,7 ..., i.1 ' ' jj a. ...., ' etci , i4,.\':-..,:...,.':; •",.+"' 1,3r'IS1 k33(C1 . r-,.;-, i • - c C‘L- 2 rog-(•--c-1 \ \r. • . .z....(2.,4.,,,I Scale ti°M-e-- i NIN V 4-. V'--- plailInte,p lirWI i ,.• •411111111111111111 P.. . v -- A 71 16F-, ii.,..A Wil MAI P%--7: 17- 149 101016. exv 442090 J 1Vc) Imi 1 0_0,-t-• c0 ed ...e .,. a1.•"— , NW NW 7 1err imp it 7. .I. r.•••:•. 7:!':•7'?••, , . VI•t,....... i EP. 2. 2 J J JJ '.Vi KING CO 041,046. TORLAT ER - 91--0178 3-14-91 BNJ Pam. Prior to development, Tracts A and C contained a creek. Now theyareopenspace, owned jointly by homeowners, Tract A functions asadetentionfacilitywhichdischargesbeneath133rdAve. SE towTractC. Culverts are maintained by King Count y.contains standing water, which may be killingTheltrees. Tract e net to Tract C has evidently changed such that lows are dischargedsoar .ist across an abandoned "maintenance road", which is erodingsignificantly. Drainage plans for this subdivision indicate that an existing 18"CMP was to be used to outlet Tract C. This pipe has evidentlybecomeplugged, causing Tract C to fill. I did not see this pipeduringafieldvisit, but then I wasn't looking for it ,either. The "maintenance road" marks a privately held 30 foot easement foringressandegress, and a utility easement held by Puget SoundPowerandLight.our The plugged 18" CMP is off-ROW drainage. No County property orfacilityisimpactedbythepluggedculvertorresultingbackwateranderosion. This is an is iue between the Homeowners Associationandownersofthedownstreamproperty. rr INV rr 2 3 IG o I<,Ai 1, 7 RESOURCES DIN/ISYO ° u DRAINAGE INVESTIGATION REPORT INVESTIGATIC\*REQUEST tom' PROBLEM: pr6 q- Type RECEIVED BY: UV Date:: S OK'd bv: FILE Na. 66' O> c3 Received from: pic4 `n ,A,,lan Day) (`26- V, isd rc d 1/7 E e3 LNAME: IL. PHONE X -_ I so ADDRESS: W 2-6 , 1 l2& sr City - State Zip q LOCATION OF PROBLEM, IF DIFFERENT. Access Permission Granted ® Call Firs' (Would Like To Be Present) r 07 -? 1 TO,,e rf1— 1861_ ur 1) -U type. ivr of2 CI(k e4rnl 1/Ll o t,Ut1 /`' 50 At ri Vd ja 7 12:))°, 1-15 OW Iat name: Lot No: Block No: Other agencies involved: No.,feId..investigationrveshgat4dn required m5r J rn .7 trs, J}p TM 4. n he ti.4,L• N.\ rwKp , 1/ 4 S ' T R Parcel No.6+22 qUc 2 Kroll (9(0 Th.Bros: New g Basin- Council District Charge No. rVSPONSE; Citizen notified on 5' 3 i- co by phone letter i/ in person Ctoht_d t S:-f e r v d . . ncc.r a .0rx 04 bDE g4.1 4.1,1'5 tor + 0 'Ir W ISPOSITION: Turned to on / / by OR: No further action recommended because: Lead agency has been notified: Problem has been corrected. No problem has been identified. _ Prior investigation addresses problem:r SEE FILEtPrivateproblem-NDAP will not consider because: Water originates onsite and/or on neighboring parcel. Location is outside WLRDD Sei ice rea. X Other(Specify): n 4.TE CLOSED: L l Z_ J O C> By: —_ f" Tkv. P r G- tTfvn1 lobtoo N I,I G 0, _L.J WO Complaint 00-0398 Mondragon toir Investigated by Robert Maims on 5-31-00 I met with Richard Mondragon and I explained to him that the existing drainage had been in for some time and the Road Dept would not change it. Richard explained to me what he wants to do. He wants to put in an access road from the street to his garage.I told him lie would have to apply for a grading permit I gave him the DDES handouts with an information sheet with phone numbers and address. I suggested that he trytoavoidfillinginthelowareawherethewaterbacksupfromthedrainage,as that may trigger a drainage 4.1 review on his permit. I closed with him on site. av oar 11Nrs NW CO`WaSE191'd St 30"crhp 12"cmp taw T,:p of Law Acei , Mondragon N. 12625 low Garage FE3. 2 23 r, 3 /I;`' iV KING COai' , i' .553.C L :J J v V. i i PV ICI J J V DING COUNTY WA.T.,R AND LAND RI{',SOURCEs DIVISION DRAINAGE INVESTIGATION REPORT yr DIVES F GATION REQUEST Type kilo, ".' 'PRO 4. RBcfIVED BY: .1 _& Q Datt:_3 d by: FILE No. 2002 3 Received from: i NAME tfl`T I Pin ADDRESS: kjj ' r'fir City State Zip LOCATION OF PROBLEM,-IF DIFFERENT: i`! fr 0 Access Permission Granted . Call First (Would Like To e Present) awl 624/iii/i_difrm freiscikiel C- ow ityyji94" i,jetiz (pulp Nia,g . ij OkiAiL, Gi 1 i/pf.a,,,Li 4J- Plig/titOtt4 /it- (1146my OU--.-rj/9 'e'de....thi2L. I' 1 - 5 cillyii.ict saos eitiy,t)/JaiK,03--SeAtteA-- tx h c,, Nati4 • ELF' COPY Plat name:Lot No: Block No: Other agencies involved: No field investigation required_ 1/ a S • T R Parcel No.0 "'l?5 d Kroll V Th.-Bros: New &18-67(4-41rrr RDP Basin WO Council District 'City Charge No. ZESPONsE: Citizen notified on by: phone • letter in person way vim DISPOSTrZON: Turned to on / _ I by OR: No further action recommended because: Lead agency has been notified: r - „,, Problem has been corrected. No problem his been identified. Prior investigation addresses problem: air SEE FILE# Private problem-NDAP will not consider bit use: Water originates onsite and/or on neighboring parcel. Other(Specify): DATE CLOSED:I / By: ow 1t 1L r. Retention/Detention Facility am Type of Facility: Detention Vault Facility Length: 100 .00 ft Facility Width: 25.00 ft to Facility Area: 2500. sq. ft Effective Storage Depth: 12 .50 ft Stage 0 Elevation: 390.00 ft r Storage Volume: 31250. cu. ft Riser Head: 12 .50 ft Riser Diameter: 12 .00 inches Number of orifices: 2 Full Head Pipe Orifice # Height Diameter Discharge Diameter ft) in) CFS) in) 1 0.00 0.68 0.044 rrr 2 7.20 1.20 0 .090 4.0 Top Notch Weir: None Outflow Rating Curve: None iYr Stage Elevation Storage Discharge Percolation ft) ft)cu. ft) (ac-ft) (cfs) cfs) me 0.00 390.00 0. 0.000 0.000 0.00 0.01 390.01 25 . 0.001 0.001 0.00 0.02 390.02 50. 0.001 0.002 0.00 NW 0.03 390.03 75 . 0 .002 0.002 0.00 0.04 390.04 100. 0.002 0.003 0.00 0 .05 390. 05 125. 0.003 0. 003 0.00 0 .06 390 .06 150. 0.003 0 . 003 0 .00 ON 0.27 390.27 675 . 0.015 0 . 006 0 .00 0.48 390.48 1200 . 0. 028 0 .009 0.00 0.69 390.69 1725 . 0. 040 0 .010 0.00 y 0.90 390.90 2250 . 0. 052 0.012 0.00 1. 12 391.12 2800 . 0.064 0 .013 0.00 1.33 391.33 3325. 0 .076 0.014 0.00 1.54 391.54 3850 . 0.088 0.016 0. 00 ow 1.75 391.75 4375. 0.100 0. 017 0.00 1. 96 391.96 4900. 0.112 0.018 0.00 2 .18 392 .18 5450. 0.125 0.018 0.00 2 .39 392 .39 5975 . 0.137 0.019 0.00 mim 2 .60 392 .60 6500 . 0. 149 0.020 0.00 2 .81 392 . 81 7025 . 0. 161 0.021 0. 00 3 .02 393 . 02 7550 . 0.173 0.022 0.00 mil 3 .23 393 .23 8075. 0.185 0.023 0.00 3 .45 393 .45 8625 . 0. 198 0 .023 0.00 3 .66 393 .66 9150 . 0.210 0 .024 0.00 3 . 87 393 . 87 9675 . 0.222 0.025 0.00 um 4 .08 394 . 08 10200 . 0 .234 0.025 0. 00 4 .29 394 .29 10725. 0.246 0. 026 0.00 4 .51 394 .51 11275 . 0.259 0.027 0 . 00 yiy 4 .72 394 .72 11800 . 0.271 0 . 027 0 .00 4 . 93 394 . 93 12325 . 0.283 0.028 0 .00 5 . 14 395. 14 12850 . 0.295 0 .028 0.00 5 .35 395 .35 13375 . 0.307 0 .029 0 . 00 w is wit 111 r mem 5 .57 395 .57 13925 . 0 .320 0. 030 0.00 5.78 395 .78 14450. 0.332 0. 030 0.00 5. 99 395 . 99 14975 . 0.344 0. 031 0.00 ow 6.20 396.20 15500 . 0.356 0. 031 0.00 6.41 396.41 16025 . 0.368 0.032 0.00 6.62 396.62 16550 . 0.380 0.032 0 .00 6.84 396. 84 17100. 0.393 0.033 0 .00 am 7.05 397.05 17625 . 0.405 0.033 0.00 7.20 397 .20 18000. 0 .413 0.034 0.00 7.21 397 .21 18025. 0.414 0.034 0.00 or 7.22 397.22 18050. 0.414 0.035 0. 00 7.24 397.24 18100 . 0 .416 0.036 0.00 7.25 397.25 18125 . 0.416 0.038 0.00 7.26 397.26 18150. 0.417 0.041 0.00 mom 7.27 397.27 18175 . 0.417 0.045 0.00 7.29 397.29 18225 . 0.418 0.045 0.00 7.30 397.30 18250. 0.419 0.046 0.00 me7.31 397.31 18275 . 0.420 0.047 0.00 7.52 397.52 18800 . 0.432 0.057 0.00 7.74 397.74 19350. 0.444 0.063 0.00 7.95 397.95 19875. 0.456 0.069 0.00 r 8.16 398.16 20400. 0.468 0.074 0.00 8.37 398.37 20925. 0.480 0.079 0.00 8.58 398 .58 21450. 0.492 0.083 0.00 am 8.80 398. 80 22000. 0.505 0.087 0.00 9.01 399.01 22525. 0.517 0.090 0.00 9.22 399.22 23050. 0.529 0.094 0.00 9.43 399.43 23575 . 0.541 0.097 0.00 9.64 399.64 24100 . 0.553 0.100 0.00 9.85 399.85 24625 . 0.565 0. 103 0.00 10.07 400.07 25175 . 0.578 0.106 0.00 10.28 400.28 25700 . 0.590 0.109 0.00 am 10.49 400.49 26225 . 0.602 0.111 0.00 10.70 400.70 26750. 0.614 0. 114 0 .00 10.91 400 . 91 27275 . 0.626 0 .117 0 .00 rw 11.13 401. 13 27825. 0.639 0.119 0 .00 11.34 401.34 28350 . 0.651 0.122 0.00 11.55 401.55 28875. 0.663 0.124 0.00 11.76 401.76 29400. 0 .675 0.126 0.00 um 11.97 401. 97 29925. 0.687 0.129 0.00 12.19 402 .19 30475 . 0.700 0.131 0.00 12.40 402 .40 31000 . 0.712 0. 133 0.00 err 12 .50 402 .50 31250 . 0.717 0. 134 0.00 12 .60 402 .60 31500. 0.723 0.443 0.00 12 .70 402 .70 31750. 0.729 1.010 0.00 12 .80 402 .80 32000. 0.735 1.740 0.00 um 12.90 402 . 90 32250. 0.740 2 .530 0.00 13 .00 403 .00 32500 . 0.746 2 .810 0.00 13 . 10 403 . 10 32750 . 0.752 3 . 070 0.00 or13 .20 403 .20 33000 . 0.758 3 .310 0.00 13 .30 403 .30 33250 . 0.763 3 .520 0.00 13 .40 403 .40 33500 . 0.769 3 .730 0.00 13 .50 403 .50 33750 . 0.775 3 .930 0.00 am 13 .60 403 .60 34000 . 0.781 4 .110 0. 00 13 .70 403 .70 34250. 0 .786 4 .290 0.00 13 . 80 403 . 80 34500 . 0 .792 4 .460 0.00 13 .90 403 . 90 34750 . 0 .798 4 .620 0.00 mg 14 .00 404 .00 35000 . 0.803 4 .780 0. 00 14 . 10 404 . 10 35250 . 0.809 4 . 930 0 .00 14 .20 404 .20 35500 . 0.815 5 .080 0 . 00 410 14 .30 404 .30 35750. 0 . 821 5.230 0 . 00 Hyd Inflow Outflow Peak Storage Target Calc Stage Elev (Cu-Ft)Ac-Ft) ow 1 0. 94 ******* 0.55 12 .62 402 .62 31546. 0.724 2 0.46 0.15 0.13 12 . 08 402 .08 30204. 0 .693 3 0 .61 0. 12 0.11 10.48 400.48 26211. 0.602 um 4 0.56 ******* 0.11 10. 13 400 .13 25331. 0.582 5 0.49 ******* 0.08 8 .58 398 .58 21441. 0.492 6 0.33 0.07 0.05 7.43 397.43 18569. 0.426 7 0.38 ******* 0.03 6.90 396.90 17240. 0.396 um 8 0.42 ******* 0.03 4.89 394 .89 12224. 0.281 Route Time Series through Facilitymm Inflow Time Series File:dev.tsf Outflow Time Series File:rdout ow Inflow/Outflow Analysis Peak Inflow Discharge: 0.935 CFS at 6:00 on Jan 9 in Year 8 Peak Outflow Discharge: 0.547 CFS at 10 :00 on Jan 9 in Year 8 am Reservoir Stage: 12 .62 Ft Peak Reservoir Elev: 402 .62 Ft Peak Reservoir Storage: 31546. Cu-Ft 0 .724 Ac-Ft rrr Flow Frequency Analysis Time Series File:rdout.tsf Project Location:Sea-Tac ow Annual Peak Flow Rates--- Flow Frequency Analysis Flow Rate Rank Time of Peak Peaks - - Rank Return Prob al CFS) CFS)ft) Period 0.130 2 2/09/01 20 :00 0 .547 12 .62 1 100.00 0 .990 0 .033 7 1/07/02 4 :00 0 .130 12 .08 2 25.00 0.960 0.107 4 3/06/03 22 :00 0.111 10.48 3 10.00 0 .900 0.028 8 8/26/04 7:00 0.107 10.13 4 5. 00 0.800 0.053 6 1/08/05 1:00 0.083 8.58 5 3 .00 0 .667 0.083 5 1/18/06 23 :00 0.053 7.43 6 2 .00 0.500 me0.111 3 11/24/06 8 :00 0 .033 6.90 7 1.30 0.231 0.547 1 1/09/08 10:00 0 .028 4 .89 8 1.10 0.091 Computed Peaks 0 .408 12 .59 50.00 0.980 rrr Flow Duration from Time Series File:rdout.tsf Cutoff Count Frequency CDF Exceedence_Probability CFS s 0 . 002 29807 48 .609 48.609 51.391 0.514E+00 or 0.006 6892 11.239 59.848 40. 152 0.402E+00 0.009 4846 7.903 67 .751 32 .249 0 .322E+00 0.013 5501 8.971 76 .722 23 .278 0.233E+00 am 0.017 3661 5. 970 82 .692 17 .308 0. 173E+00 0.020 4557 7.432 90 .124 9.876 0. 988E-01 0 .024 1959 3 . 195 93 .319 6. 681 0.668E-01 0.027 1547 2 .523 95 . 841 4 . 159 0 .416E-01 ON mom 0. 031 1380 2 .250 98 .092 1. 908 0. 191E-01 0. 035 773 1.261 99.353 0 . 647 0 .647E-02 0. 038 22 0.036 99.388 0.612 0 .612E-02 ow 0 .042 6 0.010 99.398 0.602 0 .602E-02 0.046 12 0.020 99.418 0 . 582 0 .582E-02 0.049 18 0 .029 99.447 0 .553 0.553E-02 0.053 28 0.046 99.493 0.507 0.507E-02 r'm 0. 057 19 0.031 99.524 0.476 0 .476E-02 0.060 32 0.052 99.576 0.424 0.424E-02 0.064 28 0.046 99.622 0.378 0 .378E-02 w 0 .067 26 0.042 99.664 0.336 0 .336E-02 0.071 17 0.028 99.692 0.308 0 .308E-02 0.075 17 0.028 99.720 0.280 0 .280E-02 0.078 18 0.029 99.749 0 .251 0 .251E-02 wr 0.082 23 0.038 99.786 0 .214 0.214E-02 0.086 19 0.031 99.817 0. 183 0.183E-02 0. 089 13 0.021 99.839 0.161 0.161E-02 rrr 0.093 9 0.015 99.853 0.147 0.147E-02 0.096 9 0.015 99.868 0.132 0.132E-02 0. 100 13 0.021 99.889 0.111 0.111E-02 0.104 10 0.016 99. 905 0.095 0.946E-03 so 0.107 14 0.023 99. 928 0.072 0.718E-03 0.111 13 0.021 99.949 0.051 0.506E-03 0. 115 9 0.015 99.964 0.036 0.359E-03 0. 118 6 0.010 99.974 0. 026 0.261E-03 w 0. 122 3 0.005 99.979 0 .021 0.212E-03 0. 125 5 0.008 99.987 0 . 013 0.130E-03 0. 129 5 0.008 99.995 0.005 0.489E-04 OW Route Time Series through Facility Inflow Time Series File:dev.tsf rw Outflow Time Series File:rdout Inflow/Outflow Analysis NO Peak Inflow Discharge: 0 .935 CFS at 6 :00 on Jan 9 in Year 8 Peak Outflow Discharge: 0.547 CFS at 10 :00 on Jan 9 in Year 8 Peak Reservoir Stage: 12 .62 Ft Peak Reservoir Elev: 402 .62 Ft r'Peak Reservoir Storage: 31546. Cu-Ft 0.724 Ac-Ft soFlow Frequency Analysis Time Series File:rdout.tsf Project Location:Sea-Tac sr Annual Peak Flow Rates--- Flow Frequency Analysis Flow Rate Rank Time of Peak Peaks - - Rank Return Prob CFS) CFS)ft) Period 0. 130 2 2/09/01 20:00 0 .547 12 . 62 1 100. 00 0 . 990 0.033 7 1/07/02 4 :00 0 .130 12 . 08 2 25 . 00 0.960 0.107 4 3/06/03 22 :00 0. 111 10 .48 3 10 .00 0.900 0. 028 8 8/26/04 7 :00 0. 107 10 . 13 4 5 . 00 0. 800 Ow 0. 053 6 1/08/05 1:00 0 . 083 8 .58 5 3 .00 0. 667 0.083 5 1/18/06 23 :00 0 . 053 7 .43 6 2 .00 0 .500 0. 111 3 11/24/06 8 :00 0 . 033 6 . 90 7 1.30 0 .231 0 .547 1 1/09/08 10 : 00 0 .028 4 . 89 8 1 . 10 0 . 091 um me 4/7 um u m Computed Peaks 0.408 12 . 59 50 . 00 0.980 Flow Duration from Time Series File:rdout.tsf MIN Cutoff Count Frequency CDF Exceedence_Probability CFS o 0.002 29807 48 .609 48.609 51.391 0.514E+00 0.006 6892 11.239 59. 848 40.152 0.402E+00 um 0.009 4846 7. 903 67 .751 32 .249 0 .322E+00 0.013 5501 8 . 971 76 .722 23 .278 0.233E+00 0.017 3661 5. 970 82 . 692 17.308 0. 173E+00 mw 0.020 4557 7 .432 90. 124 9.876 0.988E-01 0.024 1959 3 .195 93 .319 6.681 0.668E-01 0.027 1547 2 .523 95. 841 4 .159 0 .416E-01 0.031 1380 2 .250 98.092 1. 908 0. 191E-01 rr 0.035 773 1.261 99.353 0.647 0.647E-02 0.038 22 0.036 99.388 0.612 0.612E-02 0.042 6 0.010 99.398 0.602 0.602E-02 NO 0.046 12 0.020 99.418 0 .582 0.582E-02 0.049 18 0.029 99.447 0.553 0.553E-02 0.053 28 0.046 99.493 0.507 0.507E-02 0.057 19 0.031 99.524 0.476 0.476E-02 um 0.060 32 0.052 99.576 0.424 0.424E-02 0.064 28 0.046 99.622 0 .378 0.378E-02 0.067 26 0.042 99.664 0 .336 0.336E-02 err 0.071 17 0.028 99.692 0.308 0.308E-02 0.075 17 0.028 99.720 0.280 0.280E-02 0.078 18 0.029 99.749 0.251 0.251E-02 0.082 23 0.038 99.786 0 .214 0.214E-02 4111 0.086 19 0.031 99.817 0 . 183 0. 183E-02 0.089 13 0.021 99.839 0.161 0.161E-02 0.093 9 0.015 99. 853 0. 147 0.147E-02 0.096 9 0. 015 99. 868 0 . 132 0. 132E-02 nr 0 .100 13 0 . 021 99. 889 0 . 111 0. 111E-02 0.104 10 0.016 99.905 0 . 095 0 .946E-03 0.107 14 0.023 99.928 0 .072 0 .718E-03 0.111 13 0.021 99.949 0.051 0.506E-03 0.115 9 0.015 99.964 0.036 0.359E-03 0.118 6 0.010 99. 974 0 . 026 0.261E-03 0.122 3 0.005 99. 979 0.021 0.212E-03 0. 125 5 0. 008 99.987 0.013 0.130E-03 0.129 5 0. 008 99.995 0 .005 0.489E-04 um Route Time Series through Facility Inflow Time Series File:dev.tsf Outflow Time Series File:rdout u Inflow/Outflow Analysis Peak Inflow Discharge: 0. 935 CFS at 6 :00 on Jan 9 in Year 8 um Outflow Discharge: 0 .547 CFS at 10 :00 on Jan 9 in Year 8 Peak Reservoir Stage: 12 . 62 Ft Peak Reservoir Elev: 402 .62 Ft Peak Reservoir Storage: 31546 . Cu-Ft um 0 . 724 Ac-Ft Flow Frequency Analysis Time Series File:rdout.tsf um u m S7 NO VIM Project Location:Sea-Tac Annual Peak Flow Rates--- Flow Frequency Analysis w Flow Rate Rank Time of Peak Peaks - - Rank Return Prob CFS) CFS)ft) Period 0 . 130 2 2/09/01 20:00 0.547 12 .62 1 100. 00 0. 990 0 .033 7 1/07/02 4 :00 0.130 12 . 08 2 25 . 00 0. 960 rr 0. 107 4 3/06/03 22 :00 0. 111 10.48 3 10. 00 0 . 900 0.028 8 8/26/04 7:00 0. 107 10. 13 4 5 . 00 0.800 0.053 6 1/08/05 1:00 0. 083 8.58 5 3 . 00 0.667 o w 0.083 5 1/18/06 23 :00 0.053 7 .43 6 2 . 00 0.500 0. 111 3 11/24/06 8 :00 0.033 6. 90 7 1.30 0.231 0.547 1 1/09/08 10:00 0.028 4 .89 8 1. 10 0.091 Computed Peaks 0.408 12 .59 50. 00 0.980 ow Flow Duration from Time Series File:rdout.tsf Cutoff Count Frequency CDF Exceedence_Probability mw CFS 0.002 29807 48.609 48.609 51.391 0.514E+00 0.006 6892 11.239 59. 848 40.152 0.402E+00 0.009 4846 7 . 903 67.751 32 .249 0.322E+00 ow 0. 013 5501 8 . 971 76.722 23 .278 0.233E+00 0. 017 3661 5. 970 82 .692 17.308 0.173E+00 0. 020 4557 7.432 90.124 9. 876 0.988E-01 wry 0 .024 1959 3 .195 93 .319 6.681 0.668E-01 0.027 1547 2 .523 95.841 4 .159 0.416E-01 0.031 1380 2 .250 98.092 1.908 0.191E-01 0.035 773 1.261 99.353 0 .647 0.647E-02 mw 0.038 22 0. 036 99.388 0.612 0.612E-02 0. 042 6 0.010 99.398 0.602 0.602E-02 0 . 046 12 0 . 020 99.418 0.582 0.582E-02 0 . 049 18 0 . 029 99.447 0.553 0.553E-02 ww 0 .053 28 0 .046 99.493 0 .507 0.507E-02 0.057 19 0. 031 99.524 0.476 0.476E-02 0.060 32 0 . 052 99.576 0.424 0.424E-02 0.064 28 0 . 046 99.622 0.378 0.378E-02 0.067 26 0 . 042 99.664 0 .336 0 .336E-02 0 .071 17 0 . 028 99.692 0 .308 0.308E-02 0 . 075 17 0 . 028 99.720 0.280 0.280E-02 r 0 .078 18 0.029 99.749 0 .251 0.251E-02 0.082 23 0 . 038 99.786 0.214 0.214E-02 0.086 19 0 . 031 99.817 0.183 0.183E-02 ow 0.089 13 0 . 021 99. 839 0. 161 0.161E-02 0.093 9 0 .015 99. 853 0 . 147 0.147E-02 0 . 096 9 0.015 99. 868 0 .132 0 .132E-02 0 . 100 13 0.021 99. 889 0 .111 0.111E-02 err 0 . 104 10 0. 016 99. 905 0.095 0. 946E-03 0.107 14 0.023 99. 928 0. 072 0.718E-03 0.111 13 0 . 021 99. 949 0. 051 0.506E-03 woo0 . 115 9 0. 015 99. 964 0.036 0.359E-03 0 . 118 6 0 . 010 99. 974 0 .026 0 .261E-03 0. 122 3 0 . 005 99. 979 0 .021 0 .212E-03 0. 125 5 0 . 008 99. 987 0 .013 0 . 130E-03 ww 0.129 5 0 . 008 99. 995 0 .005 0.489E-04 Duration Comparison Anaylsis Base File: predev.tsf New File: rdout.tsf MIN 6/1w w. ONO Cutoff Units: Discharge in CFS Fraction of Time Check of Tolerance me Cutoff Base New Change Probability Base New %Change 0 .035 0. 85E-02 0.65E-02 -23 . 9 0 .85E-02 0.035 0. 033 -4. 9 0 . 044 0.60E-02 0.60E-02 0.3 0 .60E-02 0.044 0 .045 1. 9 0 . 053 0.47E-02 0.51E-02 7.2 0.47E-02 0.053 0.057 7.1 am 0 . 062 0.35E-02 0.39E-02 13 .6 0.35E-02 0.062 0 .067 7 .5 0 .071 0.27E-02 0 .31E-02 13 .2 0.27E-02 0 .071 0.076 6.9 0.080 0.21E-02 0.23E-02 10. 9 0.21E-02 0. 080 0.082 2 .5 ow 0 .089 0.14E-02 0. 16E-02 11.6 0. 14E-02 0. 089 0 .095 6.1 0.098 0.91E-03 0. 12E-02 28 .6 0. 91E-03 0. 098 0. 104 6. 1 0 .108 0.55E-03 0 .72E-03 29.4 0.55E-03 0 . 108 0.110 2 . 8 0. 117 0.29E-03 0 .29E-03 0.0 0.29E-03 0 .117 0.118 1. 0 ow 0.126 0.21E-03 0 .11E-03 -46.2 0.21E-03 0 .126 0.122 -3 . 0 0.135 0. 15E-03 0.00E+00 -100.0 0. 15E-03 0 . 135 0.125 -7.4 0.144 0.82E-04 0.00E+00 -100.0 0. 82E-04 0. 144 0.128 -10 .7 OW Maximum positive excursion = 0.005 cfs ( 8 .8%) r occuring at 0.052 cfs on the Base Data:predev.tsf and at 0.057 cfs on the New Data:rdout.tsf me Maximum negative excursion = 0.007 cfs (-17 .1%) occuring at 0.041 cfs on the Base Data:predev.tsf and at 0.034 cfs on the New Data:rdout.tsf we Hyd Inflow Outflow Peak Storage Target Cale Stage Elev (Cu-Ft)Ac-Ft) mw 1 0. 94 ******* 0.55 12 .62 402 .62 31546. 0.724 2 0.46 0.15 0.13 12 .08 402 .08 30204 . 0.693 3 0 .61 0. 12 0.11 10.48 400 .48 26211. 0 .602 4 0 .56 ******* 0.11 10.13 400. 13 25331. 0 .582 ow 5 0 .49 ******* 0.08 8 .58 398.58 21441. 0 .492 6 0.33 0 .07 0.05 7.43 397.43 18569. 0 .426 7 0 .38 ******* 0.03 6. 90 396.90 17240. 0 .396 mil 8 0.42 ******* 0.03 4 . 89 394. 89 12224 . 0.281 rr OW WOO WOO NW WM rr 7/I/ t Noy-Application r.,..end Use 0 Permits King County Department of Development and Environmental Services Land Use Services Division Alternative formats available900OakesdaleAvenueSouthwest Renton,Washington 98055-1219 upon request 206-296-6600 TTY 206-296-7217 Do not wnte in this box Applica n N er D DP0001 r K.C. D.D.E.S. Date Received: (Stamp) DO NOT WRITE ABOVE THIS DIVIDER I (We)request the following permit(s)or approval(s): Building Permit Shoreline Substantial Development Permit Clearing&Grading Permit Shoreline Conditional Use Permit Temporary Use Permit Shoreline Variance Binding Site Plan Shoreline Redesignation Site Development Permit Zoning Variance Boundary Line Adjustment Conditional Use Permit Short Subdivision Reuse of Public Schools N. Formal Subdivision Special Use Permit Urban Planned Development Zone Reclassification Plat Alteration Site Specific Comprehensive Plan Amendment Plat Vacation P-Suffix Amendment Road Variance Special District Overlay Removal Drainage Variance or Adjustment Reasonable Use Exception Right-of-Way Use Permit Public Agency&Utility Exception Shoreline Exemption Period Review for Mining Sites I,7ar, /-? !/t.6/1/2--4.— being duly sworn,state that I am the owner or print name) officer of the corporation owning property described in the legal description filed with this application and that I have reviewed the rules and regulations of the Department of Development and Environmental Services(DDES)regarding the preparation and filing of this application and that all statements, answers and information submitted with this application are in all respects true, accurate and complete to the best of my knowledge and belief. During the review of this application, it may be necessary for DDES staff to e on or more si is. . By signing this application form,you are giving permission for these visit . 't is nt pr pe , ,/ owner hereby agrees to notify tenants of possible site visits. r', go6Eft p, wcwa_ printed name ignat Pe& 40T 2140 ( G . mailing address corporation or company name city state zip telephone If applicable,state below,the name, address and telephone number of the authorized applicant for this application as shown on the Certification and Transfer of Application Status form filed with this application. Exhibit No. Item No L c e \ , name mailing addressKeceived 3—d telephone city Kinsareu zip Hearing Examiner Check out the DDES Web site at www.metrokc.qov/ddes FILE COPY Application for Land Use Permits Ic-app-luper.pdf 05/21/03 Page 1 of 2 1 leer *if vole •. For Formal Subdivisions only: Cass P4,97 Name of Subdivision 5r -e/ ) J. SQ.Iz-:/ Goae. pE si-go e Registered Land Surveyor Name 4711 1JE 09er N PL, S /o/ Address and Zip 8E14E0E, W4. 98001 A25-885-7817 Telephone Number 0b N. Sieve's C E AESr'6J, .7 Z. Engineer Name 4 7// kiF PL, 3crriE/0 l, l,E, WA Address and Zip q$Gid'f 2446) Deve 4,vr ame Jy, yAAddt/V n' / 1!i,f //, 1/J/# 9 3 Zip zq 71V 6 7 Telephone Number Land Surveyor's Certification Land Surveyor Seal 02 - 1d J. SIherebycertifythattheaccompanying0Q` 9 4, plat has been inspected by me and c 1,, AkS,9, 'A conforms to all rules and egulations of i the platting resolution standards f r r 4 d/ ' j Z $ King County, Washin t n 0 f ' c `i i r /• /T55 5 Signed: 5 •1,s ,'GISTE-R'OJ or. L L P, c' i Date: OZl 3 j`o XP!ZES: 4-29-3t Note: Application forms and submittal requirements are subject to revision without notice. I DD1i\; r3 1 0 2005 Check out the DDES Web site at www.metrokc.gov/ddes Li JP5flpd(jeO Q • ( ff 05/21/03 K.G.2 c 7 D.E.S MAIN FILE COPY 1 0 Certificatibn & Transfer King Count„ of Applicant Status Department of Development and Environmental Services 900 Oakesdale Avenue Southwest Renton06-29, Washington 206-296-79 Alternative formats.available206-298-6600 TTY 206-296-7217 upon request Permit Number. FOR CURRENT OWNER: I, WI`-LL ill 3,-±) print name)hereby certify that I am an/the owner of the property which is the subject of this application for permit or approval. If I am not the sole owner of the property, I certify that I am authorized by any and all other owners of the property to make this certification and transfer any an all rights I/we have to apply for this permit or approval to the person listed below. I,therefore certify that (3--(-111('u1-nn ( Cil.11.5 J i es__aei i 1r:,'E--_-1 At, .(print name)is the applicant for this permit or approval and shall remain the"applicant for the duration of this permit or approval unless"applicant status is transferred in writing on a form provided by this department. By being the applicant,"that individual assumes financial responsibility for all fees and will receive any refunds paid. I certify under penalty of perjury under the laws of the State of Washington that the foregoing is true and correct. 7.7.,,r, ignature of Owner Date Signed FOR INDIVIDUALS: I, print name)hereby certify that I am the applicant"for this permit or approval. I shall remain the"applicant for the duration of this permit or approval unless"applicant"status is transferred in writing on a form provided by this department. I accept financial responsibility for all fees associated with this permit or approval and will receive any refunds. My mailing address is: I 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 OR FOR CORPORATIONS/BUSINESS ASSOCIATIONS: I, B L-1 vlli 61,°l t I ic:; __1-/'LAC c i/1E C( i? i 00'021 , hereby certify that I am an authorized agent of F'4=L1 1 i C-A:7 I iTL'tc_ 17t(_) a corporation of other business association authorized in the State of Washington and that this business association is the"applicant"for this permit or approval and is financially responsible for all fees and will receive any refunds paid. This association shall remain the"applicant"for the duration of this permit or approval unless"applicant"status is transferred in writing on e form provided by this department. The mailing address of this business association is: I certify under pe : • o / ' ry under t eiaw of the State of Washington that the foregoing i true c c gyp" Sign nf Date ign Check`oGt the DDES Web site at www.metrokc.govld nn Certification&Transfer of Applicant Status Ic-cer-trapstat.pdf 05/30/03 Page 1 oTiD EEB 1 0 2005 Lu5P000i a low taw NOTICE TO APPLICANTS: By law,this department returns all engineering and other plans to the applicant. If, however,you wish to authorize the department to return engineering and other plans directly to the engineer,architect,or other consultant for the limited purpose of making corrections, please designate below: authorize this department to return plans directly to my consultant(s)for the limited purpose of making corrections, as designated on this form. CONSULTANTS: C7+ Cc:r'=iti ` ' X I j L !f ; A7172 F‘ trlit& 0Op Check out the DDES Web site at www.metrokc.-iovtddes Certification&Transfer of Applicant Status Ic-cer-trapstat.pdf 05/30/03 Pa e 2 of 2 Lu5 ] OOIi1- FEB 1 0 2005 K.C. D.D.E.S. CORE DESIGN, INC. BELLEVUE WA 98007 Core Project No: 04127 2/7/05 Legal Description The land referred to in this commitment is situated in the State of Washington, and described as follows: Lot 3, Block 1 of Northwestern Garden Tracts Division No. 6, according to the plat thereof recorded in Volume 46 of Plats, page 100, in King County, Washington. UAW PALE COP Y 04127L01 legal, 2/7/05, page 1 LO5pO13oj 7, 33 0 zoos A _ nnl= e This certificate provides Certificate : 3853 information necessary to evaluate development proposals. SOOS CREEK WATER AND SEWER DISTRICT CERTIFICATE OF WATER AVAILABILITY Type: Preliminary Plat or PUD : Applicant's Name: Belmont Homes Proposed Use: 17 Single Family Residences Location: Lot:3 Block: 1 Development: NORTHWESTERN GARDEN TRA Parcel: 619960 0060 Address: 12047 SE 184TH ST, RENTON Information: See attached proposed layout. WATER PURVEYOR INFORMATION 1. a Water will be provided by service connection only to an existing Null inch water main,Null feet from the site. And/Other b 0 Water service will require an improvemnt to the water system of: Water service to the proposed plat will require the installation of approximately 320 If of water main. Final water layout will be deterimined based on final 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 The water system improvement will require a water comprehensive plan amendment. 3. a The proposed project is within the corporate limits of the district,or has been granted Boundary Review Board approval for extension of service outside the district or city,or is within the County approved service area of a private water purveyor. b Annexation or Boundary Review Board approval will be necessary to provide service. 4. a EI 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 65 feet from the building/property(or as marked on the attached map): Rate of Flow: 1,000 gpm Duration: 2 hours b Water systems is not capable of providing fire flow. Cross Connection Control devices must be in conformance with state laws. Service is subject to the applicants agreement to comply and perform to make such installation and/or connections to the standards,regulations, requirements and conditions of this District and such 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 ppe year from date of signature. KIN SOOS CREEK WATER&SEWER DISTRICT Alice R Marshall 2/9/2004,C®pyAgencyNameSignatoryNameDate Supervisor,Development Administration 5 a S Title Signatur D eTE[IDSoosCreekWater&Sewer District"rptAvailSingleParcelAddWater"2/6/96 L 0FEB 1 0 2005 fjo q Weiryl1 ! W y40? w I I rw Or O. k ari® LOT F! j 2'S0.AlST=/ tl w_ ° Iz l 8 z 103 rAr ar 1• L .... if ,QIII CAW/ wWe 4IOWm°, ae. r we II k M ®LOT. COWL 4 SSW COWL k} I tAo 2/ ai>RaMow LIFIC s Am(a+a)/ g•/ g S P• IYY O war 9. J ID tk- I Nero• - «wV) ID g 9¢ ilki 11r8... _ ° — J MIN t ,.r 0 I RRF t+1 I'' u Few',IWO. I N ,w W i I%;ail 1 Da"'",m lip 11` 11•tfi, i111IM I : . O 1t 1111 II Z I I 1 V 1 N: ., 14-n— I 111 I 1 #> k I UUUIN1 0. ws w tea, of IgW ir' ""'^i „ .t-. ncc:r „„ T G L+.V_ rRR rM mm 1 fl 1MN r 1 tow w tw LOTI 4 f I , iipitI Of 4,iy, q}row_R,ctr ' y IArIR I I rrar ra, vick I 'I' w I ' I' or rp 1 I p e ` , L ma enaoaf4 u ` asds4t r r x. w IEI 4 ! e DETAIL r wnL I r N.Ts a'w per, I aor otn 41/'r lig 1 I1sNI Tas I a2o,oe_ i itt !! PP 8. a.. w NWT CI w N t • I N' I le, - ' ' .Ilk ju.laiial Itki:\ , i-r sv , ti , lik MO2170336 IA i 400. ur a sat ® tt" -.:.ir , OFTM.1 am• sa.s-n s V' ta° - • LaA., I I 1! $$%. 1 aor2oo a 'r:T R 1 owns FOIL42 r VALLEY) g ! I semi A0 6 Va'yap a• irjorfortruoio60wIi• w yai Mr) Ct DrI.NO IseillIN an--,J$ atir, olI II S1E444 I I 1C I I DETAILDETAILrtelehlst \ .ii 19Is1113P0( Woo ' 1 Q i i a a_++» g Z9-%eir, zfa I 0 4 , t: 4 i tiftr,' , vA re.orr V 1 1 r - -"I 0 i s v• w".' apr[' (E- { > .3 -=Z L w A sax N i. I, —..as wirAm LID a a ` 3 141_'' 1 E x.I 7411i PLO x 141 mast MS or w l tk l I t'7 tS,t 33- L3• on Csq t This certificate provides Certificate 4521 information necessary to evaluate development proposals. SOOS CREEK WATER AND SEWER DISTRICT CERTIFICATE OF SEWER AVAILABILITY Type: Preliminary Plat or PUD Applicant's Name: Belmont Homes Proposed Use: 17 Single Family Residences Location: Lot: 3 Block: 1 Development: NORTHWESTERN GARDEN TRACTS 6 Parcel: 619960 0060 Address: 12047 SE 184TH ST, RENTON Information: See attached proposed layout. SEWER PURVEYOR INFORMATION 1. a 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 0 Other(describe): Sewer service to the proposed plat requires the installation of approximately 8301f of sanitary sewer main. Final sewer location will be determined based on final site development plans. All plans must be approved by and meet the requirements of KCWTD and Soos Creek Water and Sewer District. 2. a 0 The sewer system is in conformance with a County approved sewer comprehensive plan. b The sewer system improvement will require a sewer comprehensive plan amendment. 3• a The proposed project is within the corporate limits of the district,or has been granted BoundaryEl Review Board approval for extension of service outside the district or city. b Annexation or Boundary Review Board approval will be necessary to provide service. 4. Service is subject to the following: a 0 Connection Charge: Yes b 0 Easement(s): Onsite easements required. c 0 Other: See item lb above and conditions below. 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 2/Sf* Agency Name Signatory Name Date FkF COPY Supervisor,Development Administration 4 63 Title Date Soos Cr ater Or 5"pSiw C °m• a 2005 plcol OtSk. w moo. a aa a k- Z 111. 4L' P A Ra. 00 A., 4 4400 4A s \,\' 55 a '7ate• %'Ip'®11 • ark war _-— a S 4*.i Orr- otWx' war+ ar CO mar 5•I a. 0 _ 7afwayYq, I, k kk. p I It.'''° yam• R ir• a# ar a.ww. . r yr d,v. " LW : Ia -, a„ k ; la iii! ,iirk4Tlr—, 1I slii for I m. •''; II, 7171 1441k/1.072 f iw eeoa"..ma. A i 11 ,:oll, ./De. V 0. ` q ter--" 0 i r• a" an'L + mr or lily• 0 c k S = i ogi:Z 4, . IIN . - r 1RIi SRD at. itkit graz 1 - „rob !i.q.1 a 1,_•_____. 'kir I: 11 k'2I .L330201000TI4I1 . 1 7 Aiiii illi,\.dim 4,..1.4, mg M i I u%no cawr f M n r __lll'% leillild '. my? e 4: S,!' as. 7014 - xx x, xo a,a a ,7 . \ ll T:. _°ar aaor t f 'e w 6 riIittoes' . w N , s0 N°' r --. Ite x If iv a k•tos E ° , 11111,. .0002,....WES i - 464 aka i Nm t.1 TkdrA4, S eD ki a 1 L iilf Jiik g i(S461441 (00/, I 0 0 sr r 10. t W,M.40 raw ar as 40 ar 3:: 3 41:.* 47 (Yt3i 1 1-1-5 r'' w w ar x f C' al k k ww...c_ ff<_— SE 18— 8T,— k k N aba4•i VMS Mir C*18 a[aD arms waa k ix a.a r 1 , # I 'ark1-, 1k ' a l is 1 °I 1 I. L CSw 33 . t3 - or1 O Department of Development r and Environmental Services Fire District Receipt 900 Oakesdale980venueKingCountyRenton,WA 98055-1219 Fire District# 140 Name of Project/ Proposal G 0 SS PC Pre Location of Project/ Proposal 1 Z.a4n SG t D +11 d N SV S Address, parcel number, tax account number, legal description)* One of these required for processing of application SEC 33 TWN / 1/ RNG. KROLL PAGE Name of Applicant llrte_N) C Oke txsl. N) G Address of Applicant I —C ` 1 \ N E 29 -[ PI.. iF'10 1, re."e(/.. L(/,i 1 F007 Telephone Number 'Z c d g S- g 1 Description:Type of Project/ Proposal Check appropriate box(es) Apartment/ Multifamily Duplex Conditional Use Commercial/ Industrial C Subdivision Unconditional Use Retail hort Subdivision/Short Plat Planned Unit Development 1iesidential: Single Family Residence Rezone School/Classroom Other(describe) torz couplings required on Fire Hydrantstf 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. l‘tG 9 JcrUçO A en ame Printed Name SP...-ZIFF/V-9 e— ,%°`2.--8—C2S-- 9 Y Title Signatur Date Distribution: Fire District: mail yellow copy to: White: Applicant (see below) King County Yellow: King County Building Services Division MAIN FILE Building Services Division 900 Oakesdale Avenue Pink: Fire District Renton, WA 98055-1219 Note Applicant: at the time of application Attn: Fire Engineering to DDES the white copy must be presented E ' l© EYE5withproject/proposal submittal. 0178(Rev.11/02) FEB 1 0 2005 J 5 Q QQ K.C. D D.E.S. Iwo 41111e Now Noe Order No. 581618 A.L.T.A. COMMITMENT SCHEDULE A Page 2 The land referred to in this commitment is situated in the State ofWashington, and described as follows: Lot 3, Block 1 of Northwestern Garden Tracts Division No. 6, according to the plat thereof recorded in Volume 46 of Plats, page 100, in King County, Washington. END OF SCHEDULE A NOTE FOR INFORMATIONAL PURPOSES ONLY: The following may be used as an abbreviated legal description on thedocumentstoberecorded, per amended RCW 65.04. Said abbreviated legal description is not a substitute for a complete legal descriptIN FOLwithinthebodyofthedocument. 1 E COPY Lot 3, Block 1, Northwestern Garden Tra s o ' 0 ED u ra) FEB 1 '3 2005 Lu5P000 I Sa DD,E PACIFIC NORTHWEST TITLE Compa,ry of WaFlneron,Inc. TO: Belmont Homes 215 Columbia Street Post Office Box 2401 Seattle,Washington Kirkland, WA 98083-2401 98104 Attn: Cliff Williams Ref.# Belmont Homes, Inc. SUPPLEMENTAL REPORT #1 PNWT Order Number: 581618 Seller: Myron Gross Buyer/Borrower: Belmont Homes The following matters affect the property covered by this order: A Full Update of the Commitment from November 15, 2004 through February 4, 2005 at 8:00 a.m. has disclosed the following: The following has been added as paragraph 7: 7. GENERAL AND SPECIAL TAXES AND CHARGES: FIRST HALF DELINQUENT MAY 1, IF UNPAID: SECOND HALF DELINQUENT NOVEMBER 1, IF UNPAID: YEAR: 2005 TAX ACCOUNT NUMBER: 619960-0060-02 LEVY CODE: 4250 AFFECTS: Portion Not Exempt CURRENT ASSESSED VALUE: Land: 59,500 .00 Improvements: $239, 000.00 AMOUNT BILLED GENERAL TAXES: $3,580.69 SPECIAL DISTRICT: $138.96 91.43 10.57 1.77 2.5 0 4044 a A COpYTOTALBILLED: $3,825.92 PAID: $0.00 TOTAL DUE: $3,825.92 j 0 5 PO 1, continued) L l./ E \ y r F D3 1 0 2005 K.C. D.D.E.S. 2' 40.0 SUPPLEMENTAL TITLE REPORT Page 2 Order No. 581618 The following has been added as paragraph 8: 8. GENERAL AND SPECIAL TAXES AND CHARGES: FIRST HALF DELINQUENT MAY 1, IF UNPAID: SECOND HALF DELINQUENT NOVEMBER 1, IF UNPAID: YEAR: 2005 TAX ACCOUNT NUMBER: 619960-0060-85 LEVY CODE: 4250 AFFECTS: Exempt Portion CURRENT ASSESSED VALUE: Land: 59,500 .00 Improvements: $0.00 AMOUNT BILLED GENERAL TAXES:713.74 SPECIAL DISTRICT: $1.77 2.50 TOTAL BILLED:718.01 PAID: $0.00 TOTAL DUE: $718.01 There has been no change in the title to the property covered by this order since November 15, 2004, EXCEPT the matters noted hereinabove. Dated as of February 9, 2005 at 8:00 a.m. PACIFIC NORTHWEST TITLE COMPANY By: Dave Maddux Title Officer Phone Number: 206-343-1353 MB or' yaw PACIFIC NORTHWEST TITLE Company of Washington, Inc. Belmont Homes Post Office Box 2401 Kirkland, WA 98083-2401 Attention: Cliff Williams Order No. : 581618 Your Ref. : Belmont Homes, Inc. Please find enclosed a copy of a Commitment for Title Insurance on the above referenced transaction, as requested. Thank you for the opportunity to serve you. Pacific Northwest Title Company of Washington, Inc. takes great pride in the service and customer satisfaction we are able to provide our customers. If we can answer any questions or provide further assistance, please feel free to call. Dave Maddux Senior Title Officer Unit No. 4 215 Columbia Street A Seattle,WA 98104-1511 A (206) 622-1040 ,A Fax: (206) 343-1.358 http://pnwt.com nLug a r s '' `,e"i wow COMMITMENT FOR TITLE INSURANCE ISSUED BY 1 4 , , PACIFIC NORTHWEST TITLE INS URARC COMPANY INC., 3 tq T tp r; PACIFIC NORTHWEST TITLE INSURANCE COMPANY, INC., a Washington corporation, herein called the Company, for a valuable consideration, hereby commits to issue its policy or policies of title insurance, as identified in Schedule A, in favor of the proposed Insured p named.in Schedule A, as owner or mortgagee of the estate or interest covered hereby in7:-:::':::::::( 4...-;,,z-_,: 44:::'''''',,,: i.,:,,,,,,,,,,. .7. a ', the land describedor referred to in ScheduleA, uponpaymentofthe premiumsandcharges therefor; all subject to the provisions of Schedules A and B and to the Conditions and Stipulations hereof. This Commitment shall be effective only when the identity of the proposed Insured and 9" the amount of the policy or policies committed for have been inserted in. Schedule A hereof a,. < {by the Company, either at the time of the issuance of this Commitment or by subsequentf endorsement. c X ; This Commitment is preliminary to the issuance of such policy or policies of title insurance and all liability and obligations hereunder shall cease and terminate six months after the effective date hereof or when the policy or policies committed for shall issue, whichever ya first occurs, provided that the failure to issue such policy or policies is not the fault of the rt f ;z5z. Company. Signed under seal for the Company, but this Commitment shall not be valid or binding until it bears an authorized Countersignature. r 4:-..4,..,..,fi,::::::::,,,.54 . S IN WITNESS WHEREOF, Pacific Northwest Title Insurance Company, Inc. has caused its7corporatenameandsealtobehereuntoaffixedbyitsdulyauthorizedofficersonthedate shown in Schedule A. r r. ti a iki,4 -M1S' NoNORTHWEST, j PACIFIC TL'I'LE Y' Insurance Company, Inc. Yak ''- U 4. 444 President fuannum..._nrniii il 1 E IN "4......SURq Countersi.--d by: s;' ` , N ` z a Authorized Signatory SEAL 4ry v CiFIC F RTtiW ST TIT'E n«s 1 d ...........r92G ., Combd r`y. q" TM. .,} .' x 6°`,eS(f (.^ o` 56ti@, V SSI'T4^q rtGF! t.' LSu+'PY^J 'TR aw. q , tip//4//+'rt'i rl l1)®111\\\\\\ H ice £ 1(` 3.s' hh . 1'4;1% City,State z x? j T " American Land Title Association Commitment-1966 Rev.3/78)v w' oar PACIFIC NORTHWEST TITLE COMPANY OF WASHINGTON, INC. 215 Columbia Street Seattle, Washington 98104-1511 Senior Title Officer, Dave Maddux (davemaddux@pnwt.com)Senior Title Officer, Pete Harper (peteharper@pnwt.com) Assistant Title Officer, Rose Sargent (rosesargent@pnwt.com)Title Assistant, Michelle Brown (michellebrown@pnwt.com) Unit No. 4 FAX No. (206)343-8402 Telephone Number (206) 343-1353 Belmont Homes Post Office Box 2401 Title Order No. : 581618Kirkland, WA 98083-2401 Attention: Cliff Williams Your Ref. : Belmont Homes, Inc. A. L. T. A. COMMITMENT SCHEDULE A Effective Date: November 15, 2004, at 8:00 a.m. 1. Policy(ies) to be issued: ALTA Owner's Policy Amount TO BE AGREED UPONStandard (X) Extended ( ) Premium Tax (8.8 0) Proposed Insured: BELMONT HOMES, INC. NOTE: IF EXTENDED COVERAGE FOR OWNERS OR LENDERS WILL BE REQUIRED FOR A PENDING TRANSACTION, PLEASE NOTIFY US AT LEAST ONE WEEK PRIOR TO CLOSING SO THAT WE MAY INSPECT THE PREMISES. 2. The Estate or interest in the land described herein and which is covered by this commitment is fee simple. 3 . The estate or interest referred to herein is at Date of Commitment vested in: MYRON R. GOSS and DEANNA M. GOSS, husband and wife 4. The land referred to in this commitment is situated- in the State of Washington, and described as follows: As on Schedule A, page 2, attached. w r e Order No. 581618 A.L.T.A. COMMITMENT SCHEDULE A Page 2 The land referred to in this commitment is situated in the State ofWashington, and described as follows: Lot 3, Block 1 of Northwestern Garden Tracts Division No. 6, according to the plat thereof recorded in Volume 46 of Plats, page 100, in King County, Washington. END OF SCHEDULE A NOTE FOR INFORMATIONAL PURPOSES ONLY: The following may be used as an abbreviated legal description on thedocumentstoberecorded, per amended RCW 65.04. Said abbreviated legal description is not a substitute for a complete legal description within the body of the document. Lot 3, Block 1, Northwestern Garden Tracts Div. No. 6, V46/P100 err+' 00 PACIFIC NORTHWEST TITLE COMPANY OF WASHINGTON, INC. A.L.T.A COMMITMENT Schedule B Order No. 581618 I. The following are the requirements to be complied with: A. Instruments necessary to create the estate or interest to beinsuredmustbeproperlyexecuted, delivered and duly filedforrecord. B. Payment to or for the account of the grantors or mortgagors ofthefullconsiderationfortheestateorinteresttobeinsured. II. Schedule B of the Policy or Policies to be issued (as set forth inScheduleA) will contain exceptions to the following matters unless thesamearedisposedoftothesatisfactionoftheCompany: A. Defects, liens, encumbrances, adverse claims or other matters,if any created, first appearing in the public records or attaching subsequent to the effective date hereof but prior to the date the proposed Insured acquires for value of record the estate or interest or mortgage thereon covered by thisCommitment. B. GENERAL EXCEPTIONS: 1. Rights or claims of parties in possession not shown by thepublicrecords. 2. Public or private easements, or claims of easements, not shown by the public record. 3 . Encroachments, overlaps, boundary line disputes, or other matters which would be disclosed by an accurate survey orinspectionofthepremises. 4. Any lien, or right to a lien, for services, labor or material heretofore or hereafter furnished, imposed by law andnotshownbythepublicrecords, or Liens under the Workmen's Compensation Act not shown by the public records. 5. Any title or rights asserted by anyone including but notlimitedtopersons, corporations, governments or other entities, to tide lands, or lands comprising the shores orbottomsofnavigablerivers, lakes, bays, ocean or sound, or lands beyond the line of the harbor lines as established or changed by the United States Government. 6. (a) Unpatented mining claims; (b) reservations or exceptions in patents or in Acts authorizing the issuancethereof; (c) water rights, claims or title to water. 7. Any service, installation, connection, maintenance, capacity, or construction charges for sewer, water, electricity or garbage removal. 8 . General taxes not now payable or matters relating tospecialassessmentsandspeciallevies, if any, preceding thesamebecomingalien. 9. Indian tribal codes or regulations, Indian treaty oraboriginalrights, including, but not limited to, easements or equitable servitudes. C. SPECIAL EXCEPTIONS: As on Schedule B, attached. owe NNW Order No. 581618 A.L.T.A. COMMITMENT SCHEDULE B Page 2 SPECIAL EXCEPTIONS: NOTE FOR INFORMATION PURPOSES ONLY: EFFECTIVE JANUARY 1, 1997, AND PURSUANT TO AMENDMENT OF WASHINGTON STATE STATUTES RELATING TO STANDARDIZATION OF RECORDED DOCUMENTS,THE FOLLOWING FORMAT AND CONTENT REQUIREMENTS MUST BE MET. FAILURE TO COMPLY MAY RESULT IN REJECTION OF THE DOCUMENT BY THE RECORDER. FORMAT: MARGINS TO BE 3" ON TOP OF FIRST PAGE, 1" ON SIDES AND BOTTOM - 1"ON TOP, SIDES AND BOTTOM OF EACH SUCCEEDING PAGE. RETURN ADDRESS ISONLYITEMALLOWEDWITHINSAID3" MARGIN. NOTHING WITHIN 1" MARGINS. FONT SIZE OF 8 POINTS OR LARGER AND PAPER SIZE OF NO MORE THAN81/2" BY 14" . NO ATTACHMENTS ON PAGES SUCH AS STAPLED OR TAPED NOTARY SEALS; PRESSURE SEALS MUST BE SMUDGED. INFORMATION WHICH MUST APPEAR ON THE FIRST PAGE: RETURN ADDRESS, WHICH MAY APPEAR WITHIN THE UPPER LEFT HAND 3"MARGIN. TITLE OR TITLES OF DOCUMENT. IF ASSIGNMENT OR RECONVEYANCE, REFERENCE TO RECORDING NUMBER OF SUBJECT DEED OF TRUST. NAMES OF GRANTOR(S) AND GRANTEE(S) WITH REFERENCE TO ADDITIONAL, NAMES ON FOLLOWING PAGES, IF ANY. ABBREVIATED LEGAL DESCRIPTION (LOT, BLOCK, PLAT NAME, OR SECTION, TOWNSHIP, RANGE AND QUARTER QUARTER SECTION FOR UNPLATTED) . ASSESSOR'S TAX PARCEL NUMBER(S) . continued) Noe Order No. 581618 A.L.T.A. COMMITMENT SCHEDULE B Page 3 SPECIAL EXCEPTIONS (continued) : 1. RESTRICTIONS CONTAINED IN SAID PLAT AS FOLLOWS: No lot or portion of a lot in this plat shall be divided and sold orresold, or ownership changed or transferred, whereby the ownershipofanyportionofthisplatshallbelessthanthearearequiredfortheusedistrictstatedonthisplat, namely 35, 000 square feet for S-1 Suburban Use with a minimum lot or tract width of 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. The foregoing run with the above land and isbindingonsaidpurchaserhisheirs, executors, administrators and assigns. 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. 3 . The property herein described is carried on the tax rolls as partially exempt. If said taxes are not paid prior to any sale ofsaidpremisesordeathoftheexempttaxpayer, the exemption will bedisallowedandthefullamountforcurrentand/or prior years, if any, will be due. TAX ACCOUNT NUMBER: 619960-0060-85 NOTE: PLEASE CONTACT THE KING COUNTY ASSESSOR'S OFFICE AT 206-296-3920 OR ONLINE AT "WWW.METROKC.GOV/ASSESSOR" TO VERIFY THE TAX AMOUNT DUE, AS EXEMPT TAXES ARE SUBJECT TO CHANGE WITHOUT NOTICE. 4. DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF: GRANTOR: Myron R. Goss and Deanna M. Goss, husband and wife TRUSTEE:Rainier Credit Company BENEFICIARY: Seattle-First National Bank AMOUNT: 55, 000. 00 DATED: April 16, 1996 RECORDED: May 9, 1996 RECORDING NUMBER: 9605091093 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. continued) Nome Iwo Order No. 581618 A.L.T.A. COMMITMENT SCHEDULE S. Page 4 DEED OF TRUST MODIFICATION AND THE TERMS AND CONDITIONS THEREOF: RECORDED: November 20, 2002 RECORDING NUMBER:20021120000483 5. Payment of 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 of Real Estate Excise Tax as of the date herein is1.78%. 6. Until the amount of the policy to be issued is provided to us, and entered on the commitment as the amount of the policy to be issued, it is agreed by every person relying on this commitment that we willnotberequiredtoapproveanypolicyamountover $100, 000, and our total liability under this commitment shall not exceed that amount. NOTE 1: GENERAL AND SPECIAL TAXES AND CHARGES, PAID IN FULL: YEAR: 2004 TAX ACCOUNT NUMBER: 619960-0060-02 LEVY CODE 4250 AFFECTS: Portion not exempt CURRENT ASSESSED VALUE: Land: 59,500 .00 Improvements:$239, 000.00 GENERAL TAXES: 3,459.01 SPECIAL DISTRICT:126.33 91.43 10.57 1.77 2 .50 TOTAL BILLED: 3,691.61 PAID: $3,691.61 continued) rrr ire Order No. 581618 A.L.T.A. COMMITMENT SCHEDULE B Page 5 NOTE 2 : GENERAL AND SPECIAL TAXES AND CHARGES, PAID IN FULL: YEAR: 2004 TAX ACCOUNT NUMBER: 619960-0060-85 LEVY CODE 4250 AFFECTS: Exempt portion CURRENT ASSESSED VALUE: Land: 59,500.00 Improvements.$0. 00 GENERAL TAXES: 689 .48 SPECIAL DISTRICT: 2 .50 TOTAL BILLED: 691.98 PAID: $691.98 NOTE 3 : Upon notification of cancellation, there will be a minimum cancellation fee of $50 .00 plus tax of $4.40. END OF SCHEDULE B Title to this property was examined by: Jeff Olsen Any inquiries should be directed to one of the title officers set forthinScheduleA. SLM/8906070528 Nme Northwestern Garden Trs . Div . ##6 16/100 c`Diuiiea BY," Ge2•o9 1313.80 A.0 w.a7rfj94 SE 184TH S`i 3O i 1,9 .- i. so a icy i.CANS.G/R d o.ps LOT 8 O ° tI d 3 o I O 0d I f25 }'t Asp`' 0, tu / 00 tn Q en m5 oir I 0 0 . Po La's W `o t .O LOT p N t r' n a ass o a N P M o a 0 t a o CV . V. . J N 0 a t.kQ o A9! p 2 I 2-2- 6A 00 Zz5 0060 S88o so• N•• .E 79a.o4 39z.ac u4 a rt u m l t f0 6 tg l AAt S„,AG TS D S g 8 o so• A,"z Ff 87 . ' 3 co I /So G/" _ ..so f z 9.s. AT PACIFIC NORTFIWEST TITLE Order No . 581 618 Company of Washing-ton, Inc. IMPORTANT: This is not a Plat of Survey. It is furnished as a convenience to locate the land indicated hereon with reference tostreetsandotherland. No liability is assumed by reason of reliancehereon. Affidavit Concerning King County Critical Areas Department of Development and Environmental Services Compliance Land Use Services Division 900 Oakesdale Avenue SW Renton,WA 98055-1219 206-296-6600 TTY 206-296-7217 For alternate formats, call 206-296-6600. STATE OF WASHINGTON ) SS COUNTY OF KING File Number: L 0 5 PO °t 0 1 Application Name: 47$E jr3fLX,jr4//t4 / Project Location:) O 17 5i ic6'4/1467: Re,Vro , id, % 0,..5 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. f/4 App n Signature Date and Place ( ity and State) I certify under penalty of perjury under the laws of the State of Washington that the foregoing is true and correct. E © E - WE -5) Check out the DDES Web site at www.metrokc.qov/ddes FEB 1 0 2005 atSns5rOoOnO Ic-aff-sacomp.pdf 12/19/03 K.' e UfaE.S. 4!AIN FILE COPY e Nov' KING COUNTY ENVIRONMENTAL CHECKLIST GOSS PLAT Purpose of Checklist: The State Environmental Policy Act(SETA), Chapter 43.21C RCW,requires all governmental agencies to consider the environmental impacts of a proposal before making decisions. An environmental impact statement (EIS) must be prepared for all proposals with probable significant adverse impacts on the quality of the environment. The purpose of this checklist is to provide information to help you and the agency 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 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 F.IS. Answer the questions briefly,with the most precise information known, or give the best description you can. You must answer each question accurately and carefully, to the best of your knowledge. In most cases, you should be able to answer the questions from your own observations or project plans without the need to hire experts. If you really do not know the answer or if a question does not apply to your proposal,write "do not know" or "does not apply". Complete answers to the questions now may avoid unnecessary delays later. Some questions ask about governmental regulations, such as zoning, shoreline, and landmark designations. Answer these questions if you can. If you have problem;,, the governmental agencies can assist you. The checklist questions apply to all parts of your proposal, even if you plan to do them over a period of time or on different parcels of land. Attach any additional information that will help describe your proposal or its environmental effects. The agency to which you submit this checklist may ask you to explain your answers or provide additional information reasonably related to determining if there may be significant adverse impact. Use of checklist for nonproject proposals: (A nonproject proposal includes plans,policies and programs where actions arc different or broader than a single site-specific proposal) Complete this checklist for nonproject proposals, even though questions may be'answered "does not apply". IN ADDITION, complete the SUPPLEMFNTAL SHEET FOR NONPR.OJECT ACTIONS (part D). For nonproject actions, the references in the checklist to the word "project", "applicant", and "property or site" should be read as "proposal," "proposer", and ffected geographic area," respectively. Cppr dZQ r2E©E[ Ti Lo p 0 IFi FEB 1 0 2005 Rc:xeiv4d Ki ig County Hearing Exami • • D•D•E.S. 4i New' rrr" rr+' A. BACKGROUND 1. Name of proposed project, if applicable: Goss Plat Preliminary Plat 2. Name of applicant: Belmont Homes,LLC 3. Address and phone number of applicant and contact person: Applicant: Contact Person: Belmont Homes, Inc Cliff Williams, PE Attn: Bob Wenzl Belmont Homes, Inc Post Office Box 2401 Post Office Box 2401 Kirkland,WA. 98004 Kirkland,WA. 98004 425) 893-8478 206) 714-7161 4. Date checklist prepared: December 8, 2004 5. Agency requesting checklist: King County, Department of Development and Environmental Services (DDES) 6. Proposed timing or schedule (including phasing,if applicable): Construction is proposed to start in the Fall 2005 subject to the approval process. The project will be constructed as one phase. 7. Do you have any plans for future additions, expansion, or further activity related to or connected with this proposal? If yes, explain. There are no plans for future additions or expansions beyond the proposed project described in this checklist. Further activity will be the construction of required site improvements and 17 detached single- family homes. 8. List any environmental information you know about that has been prepared, or will be prepared, directly related to this proposal. Preliminary Storm Drainage Ca'culations to be prepared by Core Design, Inc.,January 2005. Site Observations prepared by ,A1derNW, December 8, 2004, copy attached. 9. Do you know whether application: are pending for governmental approvals of other proposals directly affecting the property cove red by your proposal? If yes, explain. None to our knowledge. Noe 40000' ere 10. List any government approvals or permits that will be neededfor your proposal, if known. SEPA Determination Preliminary Subdivision Approval Site Work Construction Plan Approval Demolition Permit Final Plat Approval Grading Permits Building Permits Other Customary Permits 11. Give a brief, complete description of your proposal,including the proposed uses and the size of the project and site. There are several questions later in this checklist that ask you to describe certain aspects of your proposal. You do not need to repeat those answers on this page. (Lead agencies may modify this form to include additional specific information on project description.) This application proposes a 17 lot preliminary plat on a 2.83-acre (approximate) site (Tax Parcel No. 6199600060) under the existing code requirements for a Single-Family Residential (R-6-SO) zone. The single-family homes are anticipated to be in the middle-income price range for this market. 12. Location of the proposal. Give sufficient information for a person to understand the precise location of your proposed project,including a street address, if any, and section, township, and range, if known. If a proposal would occur over a range of area,provide the range or boundaries of the site(s). Provide a legal description, site plan,vicinity map, and topographic map, if reasonably available. While you should submit any plans required by the agency, you are not required to duplicate maps or detailed plans submitted with any permit applications related to this checklist. The project is located in un-incorporated King County, Washington southeast of the City of Renton The Street address is 12047 SE 184th Street. It is located in Section 33, Township 23N, Range 5E. A legal description is contained in the attached Title Report. A vicinity map are attached hereto and incorporated by reference. Nee' No00 New vooe EVALUATION FOR AGENCY USE ONLY B. ENVIRONMENTAL ELEMENTS 1. Earth a. General description of the site (circle one): Flat, rolling, hilly, steep slopes, mountainous other The soils on site are Alderwood gravelly sandy loam. The property slopes from north to south with slopes varying from 3% in the north facing SE 184(h Street to approximately 20%in the lower portion above the Type N stream. All site drainage flows to the Type N stream which crosses the lower south and west corner of the property. b. What is the steepest slope on the site (approximate percent slope)? The steepest slope is approximately 30% and is located above the Type N stream. c. What general types of soils are found on the site (for example, clay, sand, gravel,peat, muck)? If you know the classification of agricultural soils, specify them and note any prime farmland. The soils on site are Alderwood gravelly sandy loam (AgB,AgC, and AgD). d. Are there surface indications or history of unstable soils in the immediate vicinity? If so, describe. No, there were no indications of past or recent instability on or adjacent to the site. e. Describe the purpose, type, and approximate quantities of any filling or grading proposed. Indicate source of fill. The purpose of the grading is to construct the new public right-of-way and to provide for the required onsite storm detention vault, utility locations, and building pads for the single-family residences. The grading plan intent is to balance the grading on site to minimize truck traffic on adjoining streets. The quantities of the cuts and tills that may occur on site are approximately 2,000 cubic yards of cut and 2,000 cubic yards of fill. During the earthwork stage of construction,if it is discovered that the site will need fill materials, a fill source statement will be submitted at that time. f. Could erosion occur as a result of clearing, construction, or use? If so, generally describe. Erosion could occur following storm events as a result of denuded soil during the construction process. However, the project ,vill comply with all applicable erosion and control measures, both short term and long term. g. About what percent of the site will be covered with impervious surfaces after project construction (for example, asphalt or buildings)? App.(1S11T1111('lV- 5"n (d thu Slit' V 111 He (()vend•,V 1111pcI'vlmU-S iI1 f;i(('S. h. Proposed measures to reduce or control erosion, or other impacts to the earth, if any: In accordance with County codes a temporary erosion and sedimentation control plan (TESCP) will be prepared as a part of the site work construction drawings. The TESCP will be implemented prior to commencement of site work construction activities. During construction, erosion control measures may include any of the following: siltation fences, temporary siltation ponds, and other measures that may be used in accordance with the requirements of King County. At completion of the project, permanent measures will include stormwater runoff detention and water quality facilities, as required by applicable codes. 2. Air a. What types of emissions to the air would result from the proposal (i.e., dust, automobile, odors, industrial wood smoke) during construction and when the project is completed? If any, generally describe and give approximate quantities if known. During construction, there will'be a temporary increase in exhaust and dust particle emissions. After construction, the principle source of emissions will be from automobile traffic,lawn equipment, and other activities typical of a residential neighborhood. b. Are there any off-site sources of emissions or odor that may affect your proposal? If so, generally describe. Off-site sources of emissions 057 odors are those typical of the residential neighborhoods adjacent to this site, such as automobile emissions from traffic on adjacent roadways and fireplace emissions from nearby homes. c. Proposed measures to reduce or control emissions or other impacts to air, if any: Construction impacts will not be significant and can be controlled by several methods: watering or using dust suppressants on areas of exposed soils,washing truck wheels before leaving the site, and maintaining gravel construction entrances. Automobile and fireplace emission standards arc regulated by the State of Washington, Puget Sound Air Pollution Control Agency. No land clearing or residential yard debris fires would be permitted on-site, or in the surrounding neighborhoods,in accordance with these regulations. 3. Water a. Surface: 1) Is there any surface water body on or in the immediate vicinity of the site (including year-round and seasonal streams, saltwater, lakes, ponds, wetlands)? If yes, describe type and provide names. If appropriate, state what stream or river it flows into. Off-site and downstream, approximately 0.2 miles is Soos Creek, a Type F stream with Salmonids. There is also a designated Class 1 (Soos Creek No. 2) wetland located in the vicinity of the creek. 2) Will the project require any work over, in, or adjacent to (within 200 feet) of the described waters? If yes, please describe and attach available plans. No, the area for the proposed development will be confined to the site. The required setbacks and buffers will restrict the area of development. 3) Estimate the amount of fill and dredge material that would be placed in or removed from surface water or wetlands and indicate the area of the site that would be affected. Indicate the source of fill material. Not applicable. 4) Will the proposal require surface water withdrawals or diversions? Give general description, purpose, and approximate quantities if known. No, there will be no surface water withdrawals or diversions. 5) Does the proposal lie within a 100-year floodplain? If so, note location on the site plan. No, all development activities will occur outside the flood plain of Soos Creek. 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, a public sanitary sewer system will be installed to serve the future homes. 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 groundwater will be withdrawn,public water mains will be installed as part of the plat construction. No water will be discharged to groundwater except through the incidental infiltration of stormwater. 2) Describe waste material that will be discharged into the ground from septic tanks or other sources, if any (for example: Domestic sewage: industrial, containing the following chemicals...; agricultural; etc.). Describe the general size of the system, the number of such systems, the number of houses to be served (if applicable), or the number of animals or humans the system(s) are expected to serve. The site will be served by public sanitary sewer mains extended from off-site. There will be no waste material discharged to the ground from the development. c. Water Runoff(including storm water): 1) Describe the source of runoff(including storm water) and method of collection and disposal, if any (include quantities, if known). Where will this water flow? Will this water flow into other waters? If so, describe. Storm water runoff will result from roadways and other impervious surfaces and will be collected and routed to the detention facilities located on-site, treated for sediment and petroleum removal, and than released into the downstream Type N stream. State and County requirements for water qua'try, and runoff rate control will be met. 2) Could waste materials enter ground or surface waters? If so, generally describe. This would be very unlikely. The only materials that could enter ground or surface waters would be thnsr ,1ssnciatcd vv ith automobile ditch utges ;and yard/gauden preparations ;and maintenance. d. Proposed measures to reduce or control surface, ground, and runoff water impacts, if any: A County approved storm drainage system will be designed and implemented in order to mitigate any adverse impacts from stormwater runoff. The system will include temporary erosion control barriers during site construction, and permanent stormwater collection/treatment facilities soon after beginning the site development construction. This permanent system will ensure that prior to the release of stormwater into the downstream drainage ways, the system will have significantly reduced the potential impacts to ground and surface waters. 4. Plants a. Check or underline types of vegetation found on the site: X deciduous tree: alder, manic, aspen, other: cottonwood, ash X evergreen tree: fir, cedar, pine, other: hemlock X shrubs X grass X pasture wet soil plants: cattail, creeping buttercup, bullrush, skunk cabbage, horsetail, water plants: water lily, eelgrass, milfoil, other: other types of vegetation: b. What kind and amount of vegetation will be removed or altered? Majority of property is occupied by lawn and landscaping around existing house or is in use as horse pasture. Approximately 20,000 sq. ft. of forest habitat associated with the seasonal stream crossing the southwest corner of site will be preserved as Sensitive Area tract. c. List threatened or endangered species known to be on or near the site. No threatened or endangered plants are known to exist on the site. d. Proposed landscaping, use of native plants, or other measures to preserve or enhance vegetation on the site, if any: The development will make use of native and naturalized vegetation in the plantings within the storm detention tract. In addition, the yard areas associated with individual ownership will be landscaped by the builder and fature residents with both native and ornamental plantings as part of the planned community landscaping. Project will preserve as a Sensitive Area Tract, approximately 20,000 sq.ft. of native vegetation associated with seasonal stream. 5. Animals a. Underline any birds and animals that have been observed on or near the site or are known to be on or near the site: birds: hawk, heron, eagle, songbirds, other: woodpecker mammals: deer, bear, elk, beaver, other: seuirrel rr ' ww .1110+ b. List any threatened or endangered species known to be on or near the site. No threatened or endangered species are known to exist on the site. c. Is the site part of a migration route? If so, explain. The site is part of the Pacific Fly Way. d. Proposed measures to preserve or enhance wildlife, if any: The existing vegetation in the proposed Sensitive Area track around the Type N stream will be preserved. The development will make use of native and naturalized vegetation in the plantings within the storm detention trac_,which will have high value to wildlife. In addition, the yard areas will be landscaped by the builder and future residents with both formal and informal plantings. 6. Energy and Natural Resources a. What kinds of energy (electric, natural gas, oil,wood stove, solar) will be used to meet the completed project's energy needs? Describe whether it will be used for heating, manufacturing, etc. Electricity and/or natural gas will be the primary source of energy used to provide heating and cooling to each home. These forms of energy are immediately available to the site. In accordance with the State Energy Codes, the homebuilder will provide the appropriate building insulation, heating, and cooling systems that are energy efficient and cost effective for the homebuyer. b. Would your project affect the potential use of solar energy by adjacent properties? If so, generally describe. No. c. What kinds of energy conservation features are included in the plans of this proposal: List other proposed measures to reduce or control energy impacts,if any: The requirements of the Uniform Building Code and the State Energy Code will be incorporated into the construction of the buildings. Energy conserving materials and fixtures are encouraged in all new construction. 7. Environmental Health a. Are there any environmental health hazards, including exposure to toxic chemicals, risk of fire and explosion, spill, or hazardous waste, that could occur as a result of this proposal? If so, describe. The project will not generate any environmental health hazards. 1) Describe special emergency services that might be required. None to our knowledge. imple '1400" Nov *we 2) Proposed measures to reduce or control environmental health hazards, if any: There are no on-site environmental health hazards known to exist today nor are there any that will be generated as a direct result of this proposal. b. Noise 1) What types of noise exist in the area which may affect your project (for example: traffic, equipment, operation, other)? The main source of off-site noise in this.area originates from the vehicular traffic present on SE 184th Street and in the residential areas surrounding the property. 2) What types and levels of noise would be created by or associated with the project on a short-term or a long-term basis (for example: traffic, construction, operation, other)? Indicate what hours noise would come from the site. Short-term noise impacts will result from the use of construction and building equipment during site development and home construction. These temporary activities will be limited to normal working hours set forth by King County Long-term impacts will be those associated with the increase in population, additional traffic, and the typical noise associated with single-family residential developments. 3) Proposed measures to reduce or control noise impacts, if any: Building construction will be done during the hours prescribed by the County. Construction equipment will be equipped with muffler devices and idling time should be kept at a minimum. 8. Land and Shoreline Use a. What is the current use of the site and adjacent properties? The site is presently used as a single-family, pasture for horses, and storage of construction equipment including a garage/workshop area. The current use of the adjacent properties is as follows; North: Single-famib residential (Presently in preliminary review stage of Sandhu Plat). South:Single-family residential (houses under construction in existing Auria Woods Plat). East: Regional Utility Corridor Track containing High Tension Power Lines. West: Single-family residential (existing plat of Northwest Garden Track Div No. 06) b. Has the site been used for agriculture? If so, describe. Not to our knowledge. Site is being used as horse pasture. c. Describe any structures on the site. The site currently contains one(I) house, one trailer-style residence, a barn and horse shelter, eai iscRwr,rkshop and related outb iildinY,s ,int r_arpn,rt A11 cyisting 1>i il lin,s u ill he rcninnv ed ,i ow `''r""' wore' wont" demolished. Prior to the demolition of the structures, demolition permits and inspections will be obtained from the County. d. Will any structures be demolished? If so,what? Yes, all of the structures currently on the site will be removed as part of this proposal. Demolition permits and inspections will be obtained prior to the removal of the structures. e. What is the current zoning classification of the site? The current zoning is Residential 6 du/acre (R-6-SO). f. What is the current comprehensive plan designation of the site? The current comprehensive plan designation is UM. g. If applicable,what is the current shoreline master program designation of the site? Not applicable. h. Has any part of the site been classified as an "environmentally sensitive" area? If so, specify. A seasonal stream crosses the southwest corner of the site. The stream is designated as a King County Type N stream under King County Critical Area Ordinance (2004) i. Approximately how many people would reside or work in the completed project? Approximately 43 people (2.5 persons per dwelling) will reside in the proposed neighborhoods. j. Approximately how many people would the completed project displace? 6 k. Proposed measures to avoid or reduce displacement impacts, if any: The existing owner plans to put chase one of the new homes to be constructed on the site. 1. Proposed measures to ensure the proposal is compatible with existing and projected land uses and plans, if any: The area surrounding the site consists of single family residential housing. The properties to the north and south are being developed with similar size and scale to those proposed in the Goss Neighborhood. The three properties to the west are single-family homes on lots ranging in size from .26 to 1.14 acres. The property to the east is a utility corridor track containing power lines. 9. Housing a. Approximately how many units would be provided,if any? Indicate whether high, middle, or low-income housing. ow Iwo ,olory The proposed preliminary plat contains 17 new single-family detached residences. The new homes are anticipated to be in the middle-income price range for this market. b. Approximately how many units, if any, would be eliminated? Indicate whether high, middle, or low-income housing. Two, one middle-income and one low-income dwelling unit. c. Proposed measures to reduce or control housing impacts, if any: None. 10. Aesthetics a. What is the tallest height of any proposed structure(s), not including antennas;what is the principal exterior building material(s) proposed? The buildings will meet the height requirements of the R-6-SO zone and will not exceed two stories or the base height of 35 feet. The exterior building materials may include any of the following; wood, hardwood,vinyl, masonry, cedar shakes and/or asphalt shingles. b. What views in the immediate vicinity would be altered or obstructed? With the existing topography, tree cover, and the location of the existing surrounding development, there will be minimal impact on the views from the adjacent properties. c. Proposed measures to reduce or control aesthetic impacts, if any: The development will make use of native and naturalized vegetation in the plantings within the storm detention tract,which will have high value to wildlife. in addition, the Type N stream buffer will be retained in its natural state. The yard areas will he landscaped by the builder and future residents with both formal and nformal plantings. Also, the new homes will be of a scale and size to be compatible with the existing adjacent neighborhoods. 11. Light and Glare a. What type of light or glare will the proposal produce? What time of day would it mainly occur? Light and glare will originate from building lighting and exterior lighting. bight will also be produced from vehicles using the site. Ti ese impacts would occur primarily in the evening and before dawn. b. Could light or glare from the finished project be a safety hazard or interfere with views? No. c. What existing off-site sources of light or glare may affect your proposal? The only offsite source of light and glare are from vehicles and street lighting from the adjacent streets and the single-family neighborhoods. d. Proposed measures to reduce or control li lit and glace impacts, if arty: Street lighting,when deemed necessary, will be installed in a manner that directs the lighting downward. 12. Recreation w err •.. a. What designated and informal recreational opportunities are in the immediate vicinity? Soos Creek Trail Site is located approximately 1/4 mile to the east of the property. The site of Renton Park is located approximately 3/4 mile to the northeast. Boulevard Lane Park is located approximately 1/2 mile to the southeast. Soos Creek Park is approximately 1 '/z miles to the southeast. b. Would the proposed project displace any existing recreational uses? If so, describe. No. c. Proposed measures to reduce or control impacts on recreation, including recreational opportunities to be provided by the project or applicant, if any? The Goss preliminary plat will include an open space tract within the neighborhood to provide recreational opportunities for the residents. 13. Historic and Cultural Preservation a. Are there any places or objects listed on, or proposed for, national, state, or local preservation registers known to be on or next to the site? If so, generally describe. No. b. Generally describe any landmarks or evidence of historic, archaeological, scientific, or cultural importance known to be on or next to the site. None. c. Proposed measures to reduce or control impacts, if any: None, there are no known impacts. In the event that an archeological site is found during the course of construction, the State Historical Preservation Officer will be notified. 14. Transportation a. Identify public streets and highways serving the site, and describe proposed access to the existing street system. Show on site plans, if any. The site borders SI-s 184th Street As part of the proposal a new public road will be extended onto the site and dead-ended in a cul-de-sac. b. Is site currently served by public transit? If not, what is the approximate distance to the nearest transit stop? No. Public Transit has a Park i nd Ride located near SE 192"i Street and 132" Avenue SE, approximately 1.25 miles southeast of the site. The nearest transit stop is located at the intersection of 128th Avenue SE and SE Petro- itskv Road, approximately 0.8 miles to the northeast. 41w Noe try Nowie c. How many parking spaces would the completed project have? How many would the project eliminate? Four parking spaces will be provided in association with each new home for a total of 68 spaces on the site. The spaces will be located in garages and on the driveways. d. Will the proposal require any new roads or streets, or improvements to existing roads or streets, not including driveways? If so, generally describe (indicate whether public or private). The development will provide a new public street extending on the site, terminating in a cul-de-sac. e. Will the project use (or occur in the immediate vicinity of) water, rail, or air transportation? If so, generally describe. No. f. How many vehicular trips per day would be generated by the completed project? If known, indicate when peak volumes would occur. Assuming 8 additional vehicular trips per unit per day, the development is estimated to generate an additional total of 120 weekday daily trips. Peak hours will generally be 7 AM—9 AM and 4 PM— 6 PM. g. Proposed measures to reduce or control transportation impacts, if any: Transportation impacts will be mitigated through the construction of frontage improvements along SE 184th Street and the dedication of right-of-way for the new onsite public road. 15. Public Services a. Would the project result in an increased need for public services (for example: fire protection, police protection, health care, schools, other)? If so, generally describe. The need for public service such as fire, health, and police protection will be typical of single-family development of this size. The school children originating from the homes in this development will attend the schools in the Renton School District 403. b. Proposed measures to reduce or control direct impacts on public services, if any. The roads and homes will be constructed to meet all applicable standards and codes of King County, State of Washington and the Federal Uniform Building Code. The proposed development will contribute to the local tax base and provide additional tax revenue for the various public services. 16. Utilities a. Underline utilities currently available at the site: electricity, natural gas, water,refuse service, telephone, sanitary sewer, septic system, other. All utilities are available to the site through the County approved extension of services. Extension of s rvices is the developers' rcTonsibiliiy. Y b. Describe the uti ti es t eat are proposed for the project, aleuirtify providing the service, and the general construction activities on the site or in the immediate vicinity which might be needed. Electricity will be provided by Puget Sound Energy. Natural Gas will be provided by Puget Sound Energy. Water Service will be provided by Soos Creek Sanitary Sewer will be provided by the Soos Creek Telephone Service will be provided by Qwest. 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. Date: December 2004Signature: _ J, i' (.v ' _ 8, Cliff lhams, P.E. Vice President, Manager of Engineering King County Road Services Division TYPE OF CERTIFICATE December 7,2004 Department of Transportation ORIGINAL Certificate #01663 201 South Jackson Street CONDITIONAL File Number:04-11-30-01 Seattle,WA 98104-3856 Expires: December 7,2005 CERTIFICATE OF TRANSPORTATION CONCURRENCY Specific conditions are described on the reverse side of this certificate. Pursuant to King County Code,Chapter 14.70 as amended,this certificate confirms that the level of service standard used in the Transportation Concurrency Management program has been satisfied. IMPORTANT: This certificate does not guarantee a development permit. Other transportation improvements and mitigation will be required to comply with Intersection Standards,Mitigation Payment System,King County road standards,and/or safety needs. 1. Applicant Name and Address: Bob Wenzl,Belmont Homes Inc. P.O.Box 2401, Kirkland,WA 98083-2401 2. Property Location: a. Property Address: 12047 SE 184th St. b. Development Name:Belmont Homes c. Parcel Number:6199600060 3. Type of Development Permit To Be Requested:Formal Plat 4. Proposed Land Use:Single Family Residential 5. Zone Location and Reserved Units: a.Concurrency Zone: 799 Community Planning Area:Soos Creek i. Commercial Project-Total Square Feet: 0 ii. Multi-family-Number of Units: 0 iii. Single family-Number of Units: 18 6. 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. This Certificate Expires: December 7, 2005 unless you apply for the development permit described above,prior to that date.If this requirement is not met the King County Department of Transportation reserves the option to cancel your certificate and capacity reservation. When you apply for a development permit with King County's Department of Development and Environmental Services DDES),bring this Certificate of Transportation Concurrency as part of the development application package. If you have any questions,please call(206)263-4759. Linda Dougherty,Director,Road Services ' Department of Transportation rf] @ L King County,Washington 7- FEB 1 0 20051 K.C. D.D.E.S. MAIN FILE COP Now Subdivision Density and King County Dimension Calculations Department of Development and Environmental Services Land Use Services Division 900 Oakesdale Avenue Southwest Alternative formats available Renton,Washington 98055-1219 upon request 206-296-6600 TTY 206-296-7217 File Number To be filled in by DDES) PRELIMINARY SUBDIVISION WORKSHEET RELATING TO DENSITY AND DIMENSIONS Several development regulations play a role in the creation of a subdivision within King County. Determining the allowable density, minimum density, and a lot width on a piece of property can be confusing. This worksheet will assist you in correctly applying specific portions of the code and will be used to determine if a proposed subdivision or short subdivision meets the density and dimensions provisions of the King County Zoning Code(Title 21A). This worksheet is designed to assist applicants and does not replace compliance with adopted local, state and federal laws. Pre-application conferences are required prior to submittal of a subdivision or short subdivision. These conferences help to clarify issues and answer questions. They may save you both time and money by eliminating delays resulting from requests for additional information and revisions. You may call 206-296-6600 to find out how to arrange for a pre-application conference. Worksheet Prepared By: Michael Chen Date: Feb 8, 2005 Print Name) Subdivision Name: Goss P:.coperty Preliminary Plat Comprehensive Plan Land Use Designation: UM Zoning: R-6—SO If more than one Comprehensive Plan Land Use designation or zone classification exists for the property, show the boundary between the land uses or zones and the area within each on the preliminary plat map. If a single lot is divided by a zone boundary, transferring density across zones on that lot may be permitted subject to the provisions of K.C.C. 21A.12.200. Please complete only the applicable portions of this form I. Site Area(K.C.C. 21A.06.1172)also see(K.C.C. 21A.12.080): Site area(in square feet) is the gross horizontal area of the project site, less submerged lands as defined by K.C.C. 21A.06.1265, and less areas which are required to be dedicated on the perimeter of a project site for the public rights-of-way. 0 MAIN p` Csquarefeetinsubmergedland (any land below the ordinary high Opy water mark—see K.C.C. 21A.06.825) 0 square feet in perimeter rights-of-way which will be required to be dedicated 0 TotalPO001 FEB i 0 2005 Check out the DDFS Web site at s„ v IliOrrt,Jrc.Qa !tle. K.C. D'D'E'S° Subdivision Density and Dimension Calculations Ic-cal-subden.pdf 12/10103 Page 1 of 6 Nose Calculation: 121,635 sggtoss horizontal area of the project site 0 Total submerged lands and rights-of-way 121 ,635 sqgke area in square feet NOTE: To continue calculations, convert site area in square feet to acres by dividing by 43,560 2.79 Site area in acres NOTE: When calculating the site area for parcels in the RA Zone, if the site area should result in a fraction of an acre,the following shall apply: Fractions of 50 or above shall be rounded up to the next whole number and fractions below .50 shall be rounded down. Example: If the site area in acres is 19.5 acres(less the submerged land and less the area that is required to be dedicated on the perimeter of a project site for public right-of-way)the site area can be rounded up to 20 acres. No further rounding is allowed. (See K.C.C. 21A.12.080) II. Base Density(K.C.C. 21A.12.030 -.040 tables): The base density is determined by the zone designations(s)for the lot. 6 du/acre Ill. Allowable Dwelling Units and Rounding (K.C.C. 21A.12.070): The base number of dwelling units is calculated by multiplying the site area by the base density in dwelling units per acre(from K.C.C. 21A.12.030- .040 tables). 2-79 site area in acres (see Section 1.)X 6 base density(see Section II) 17 allowable dwelling units Except as noted below,when calculations result in a fraction, the fraction is rounded to the nearest whole number as follows: A. Fractions of.50 or above shall be rounded up; and B. Fractions below .50 shall be rounded down. NOTE: For parcels in the RA Zone, no rounding is allowed when calculating the allowable number of dwelling units. For example, if the calculation of the number of dwelling units equaled 2.75,the result would be 2 dwelling units. Rounding up to 3 is not allowed. (See K.C.C. 21A.12.070(E)). IV. Required On-site Recreation Space (K.C.C. 21A.14.180): This section must be completed orly 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 then four units. Recreation space must be computed by Check out the DDES Web site at 11w,v trrr trtrt<r 9r,zlc;'ittS Subdivision Density and Dimension Calculations lc-cat-subdon.pdf 12/10/03 Page 2 of 6 Nor' Noe 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 three or more bedroom units + Recreation space requirement Residential subdivisions,townhouses and apartments developed at a density of eight units or less per acre must provide recreational space as follows: 390 square feet X 17 proposed number of units 6,630 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: 0 areas within a project site which are required to be dedicated for public rights-of-way in 24,934 excess of sixty(60')of widthsensitiveareasandtheirbuffers,to the extent they are required by King County to remain undeveloped 0 _ areas required for above ground stormwater control facilities including,but not limited to, 6 630 retention/detention ponds,biofiltration swales and setbacks from such ponds and swales r areas required by King County to be dedicated or reserved as on-site recreation areas. Deduct area within stormwater control facility if requesting recreation space credit as allowed by K.C.C.21A.14.180(see Section IV) regional utility corridors,and 0 other areas,excluding setbacks,required by King County to remain undeveloped 31 ,564 Total reductions Calculation: 121 ,635 site area in square feet(see Section1) 31,564 .Total reductions 90,011 Net buildable area in square feet NOTE: convert site area is square feet to acres by dividing by 43,560 2.06 Net buildable area in acres Check out the DDES Web site at wu'w.mefrokc.7ot.Yddes Subdivision Density and Dimension Calculations lc-cal-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 multiplying the resulting product by the minimum density percentage from the K.C.C. 21A.12.030 table. The minimum density requirements may be phased or waived by King County in certain cases. (See K.C.C. 21A.12.060.) Also, the minimum density requirement does not apply to properties zoned R-4 located within the rural town of Fall City. (See K.C.C. 21A.12.030(B)12.) Calculation: 6 base density in du/ac(see Section II)X 2.06 Net buildable area in acres(see Section V) 1 2.36 _ X minimum density%set forth in K.C.C.21A.12.030 or as adjusted in Section VII 9 minimum dwelling units required VII. Minimum Density Adjustments for Moderate Slopes (K.C.C.21A.12.087): Residential developments in the R4, 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: 14,767 sq.ft 0-5%slope increment X 2.5%median slope value= 369 24,687 sq.ft 5-10%slope increment X 7.5%median slope value= 1,851 4_0,71 f sq.ft 10-15%slope incremert X 12.5%median slope value= 5,-089 13,325 sq.ft 15-20%slope increment X 17.5%median slope value= 2,131 6,826 sq.ft 20-25%slope incremert X 22.5%median slope value= 1 ,535 + 1,515 sq.ft 25-30%slope increment X 27.5%median slope value= 41 6 + 261 sq.ft 30-35%slope increment X 32.5%median slope value= 84 + 1 40 sq.ft 35-40%slope increment X 37.5%median slope value= 57 + 102,237 Total square feet 11,727 Total square feet in net buildable areaadjusted for slope Calculation: 11 ,727 total square feet adjusted for slope divided by 1 02,237 total square feet in net buildable area 1 1 weighted average slope of net buildable area 1, %(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% Check out the DDES Web site at vv,,A,t 101,Aiii Subdivision Density and Dimension Calculations Ic-cal-subden,pdf 12/10/03 Page 4 of 6 w 101 EXAMPLE CALCULATION FOR MINIMUM DENSITY ADJUSTMENTS FOR MODERATE SLOPES: sq.ft 0-5%slope increment X 2.5%median slope value= 10,000 sq.ft 5-10%slope increment X 7.5%median slope value=750 20,000 sq.ft 10-15%slope increment X 12.5%median slope value= 2,500 sq.ft 15-20%slope increment X 17.5%median slope value= sq.ft 20-25%slope increment X 22.5%median slope value= sq.ft 25-30%slope increment X 27.5%median slope value= sq.ft 30-35%slope increment X 32.5%median slope value= sq.ft.35-40%slope increment X 37.5%median slope value= 30,000 Total square feet 3,250 Total square feet in net buildable area adjusted for slope 3,250 Total square feet adjusted for slope divided by 30,000 Total square feet in net buildable area 108333 Weighted average slope of net buildable area 11% (Note: multiply by 100 to convert to percent—round up to nearest whole percent) Using the table above, an 11%weighted average slope of net buildable area falls within the 5%--less than 15% range which has a minimum density factor of 83%, less 1.5%for each 1%of average slope in excess of 5%. Since 11% is 6% above 5%, multiply 6 times 1.5 which would equal 9%. Subtract 9% from 83%for an adjusted minimum density factor of 74%. This replaces the minimum density factor in K.C.C. 21A.12.030 table. VIII. Maximum Dwelling Units Allowed (K.C.C.21A.12.030-.040): This section should be completed only if the proposal includes application of residential density incentives(K.C.C. 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 III of this worksheet. The maximum density permitted through residential density incentives is 150 percent of the base density(see Section II) of the underlying zoning of the development or 200 percent of the base density for proposals with 100 percent affordable 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 III bonus units authorized by K.C.C.21A.34 transfer units authorized by K.C.C.21A.37 total dwelling units(c2 nnot exceed maximum calculated above) Check out the DDES Web site at s •w,v.trrttrot:c:.ct<sty/cic#e;- Subdivision Density and Dimension Calculations lc cal subden.pdf 12/10/03 Page 5 of 6 44010 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; B. In the A, F, or RA Zones: 1. Construction shall not be permitted on a lot containing less than 5,000 square feet; and 2. Construction shall be limited to one dwelling unit and residential accessory uses for lots containing greater than 5,000 square feet, but less than 12,500 square feet. (K.C.C. 21A.12.100) X. Lot Width (K.C.C. 21A.12.050(B)): Lot widths shall be measured by scaling a circle of the applicable diameter within the boundaries of the lot as shown below, provided than an access easement shall not be included within the circle. (See K.C.C. 21A.12.050). I I I I I I 30 Feet I wr--Lot Wdth Circle I I I I I I Lot Width Measurement Check out the DDES Web site at www nfC tro},c cjpv/i1 ie Subdivision Density and Dimension Calculations ic-cal-subden pdf 12/10/03 Page 6 of 6 Drop-Off Cover Sheet King County Department of Development for LUSD L,/NL YandEnvironmentalServices Land Use Services Division 900 Oakesdale Avenue Southwest Renton,Washington 98055-1219 For alternate formats, call 206-296-6600. 206-296-6600 TTY 206-296-7217 Drop-Off Cover Sheet for Land Use Services Division IMPORTANT***************************Date Received by LUSD PROJECT NUMBER AND NAME IS NECESSARY FOR ALL DROP-OFFS D p/EProjectNo.: /p` O/ u ! I Project N e: 7;74/¢-7— pC1 0 7 2005 LJ FROM E)4i 2.S '.D.(ST 11/camAle/#115 K.C. D,D.E S. Company Nam /Contact Person Telephone No: ;7i 71 r— 7/h' TO: t_T/-14P r-4 ADDITIONAL INFORMATION REQUESTED BY KING COUNTY STAFF (please print) Short Plat/Plats Please specify item(s)dropped-off: Nf4 , ht%L 171W IQ 22GlJC7 : //2 8, o® S a o a u r Lot Line Adiustment 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 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—LUSD Only Ig-cvs-dropoff.pdf 11-03-2004 Page 1 of 1 Noe 0 King County Department of Development and Environmental Services 900 Oakesdale Avenue SW Renton,WA 98055-1219 May 3, 2005 TO: Kim Claussen, Project/Planner Manager III, Current Planning Section FM: Pat Simmons, Engineer II, Engineering Review Section Via: Ray Florent, Engineer III,Engineering Review Section Planner: Chad Tibbits RE: Proposed Goss Property LUSD File No. L05P0001 Comments of the above project 1. Need 2 Temporary Benchmarks within the application site along with appropriate elevation and Datum(per KCC 19A.08.150(B)(2)). 2. The contours must be based on a field survey per KCC 19A.08.150(B)(2). A statement to this effect must be shown on the preliminary map. MAIN FILE COPY REVISED FIRE ENGINEERING CONDITIONS PLAT OF GROSS PROPERTY Permit Approval Conditions Document Fire System Review MAIN FILE CONYTrackingNumber: LO5P0001 1/25/07 The following conditions apply to the Fire Engineering approval of the above referenced preliminary plat: AA02 MUDD Any questions regarding the fire review of this plan should be directed to: Bill Mudd,Fire Engineering Supervisor Telephone: (206)296-6785. SPRINKLER REQUIREMENT *** All future residences constructed within this subdivision are required to be sprinkled NFPA 13D unless the requirement is removed by the King County Fire Marshal or his/her designee. The Fire Code requires all portions of the exterior walls of structures to be within 150 feet(as a person would walk via an approved route around the building) from a minimum 20-foot wide,unobstructed driving surface. To qualify for removal of the sprinkler requirement driving surfaces between curbs must be a minimum of 28 feet in width when parking is allowed on one side of the roadway, and at least 36 feet in width when parking is permitted on both sides. Additionally,the joint-use driveway serving lot 10 has to have a minimum 20-foot wide driving surface or the residence constructed on lot 10 will have to be sprinklerd. FII01 FIRE HYDRANT WATERMAIN PERMITS A separate permit is required for the installation of water mains and/or fire hydrants. Submit three(3)copies of drawings and specifications to DDES Building Services Division Permit Service Center for a permit application. Review and approval by Fire Engineering Section is required prior to installation. Plans shall include,but are not limited to;pipe sizes,pipe type, valves/fittings,thrust blocks and/or rodding and material listings. Fire hydrants shall be installed per K.C.C.Title 17 Water mains shall be installed and tested per AWWA standards and/or NFPA#24(STANDARDS FOR PRIVATE FIRE HYDRANTS AND WATERMAINS); as applicable. Ref. 1001.4 UFC NOTE: UNLESS SPECIFICALLY NOTED,ANY WATERMAIN OR FIRE HYDRANT DETAILS ON BUILDING PLANS/DRAWINGS HAVE NOT BEEN REVIEWED OR APPROVED. Fire Systems Review Approval Conditions Page 1 of 2 Noe FH74 PRELIMINARY PLAT APPROVAL Preliminary Fire Engineering approval has been granted based upon the following information provided. To obtain final Fire Engineering approval, the following item(s) must be submitted to the DDES permit service center; reviewed and approved: I. Certificate of Water Availability. (Provided by appropriate water purveyor). Valid one year from date of signature. Minimum acceptance flow shall be 1000 gallons per minute at 20 pounds per square inch residual pressure. II. Three copies of plans indicating: A.Fire hydrant(s) location-measured by vehicular travel distance. (K.C.C. Title 17) Residential 1. 700 ft. maximum spacing. 2. Not more than 350 ft. from each lot. B. Watermain placement(K.C.C. Title 17) 1. Source(i.e.) supply connection. 2. Main sizes identified. C.Fire access roads Ref. IFC, Sections 501 through 503, 2003 addition 1. Minimum 20 ft. wide unobstructed- 13'6"vertical clearance, unobstructed. All-weather surface, able to withstand 25 tons. 2. Fire access roads in excess of 150 feet(dead-ends), must have a turn-around area. Required turn-arounds must be a minimum 80-foot diameter.[INCLUDING TEMPORARY TURNAROUNDS] 3. Fire access roads must provide 20-foot minimum inside turning radius and 40 outside turning radius when said roads change direction. 4. Fire access roads shall not exceed 15% grade. 5. The required width of any fire apparatus access road shall not be obstructed in any manner, including parking of vehicles. Minimum required widths and clearances established under this section shall be maintained at all times. D. Marking when required, approved signs or other approved notices shall be provided and maintained for fire apparatus access roads to identify such roads and prohibit the obstruction thereof or both. Ref. IFC, Sections 501 through 503, 2003 edition FH77 FINAL PLAT APPROVAL Final plat approval requires an inspection and approval of the fire hydrant and water main installation by a King County Fire Inspector,prior to recording. Call [8881546-7728 to schedule an inspection; after a permit to install has bee obtained from DDES; Fire Protection Engineering. Fire Systems Review Approval Conditions Page 2 of 2 BELMONT HOMES, LLC PO BOX 2401 KIRKLAND, WA 98083 June 15, 2006 Craig Comfort, Senior Engineer, Road Variance Impact Review and Data Analysis Unit D © [ V King County King Street Center J U N 1 6 2006 201 S Jackson St. Rm 222 Seattle, WA 98104 K C. D.D.E.S. RE: Goss Property Preliminary Plat—Road Variance Request L05V0079 Dear Craig: Further to our meeting of March 14, 2006, we held discussions with the property owners of the private road easement (#740529514). They reported that both the Fire Department and Police have used their road in the past to gain access to SE 178th Street. They confirmed that they are willing to provide an emergency access easement to the County. However, it is their preference that the existing road sections be retained (gravel in the southern 25% of the road length and asphalt pavement in the northern portion). They would like to see the existing gate improved and emergency vehicles given the ability to open the gate. Now that we have the property owner's agreement, you can proceed with approving the variance request. If there is any further details or documentation needed at this time, please advise. For your convenience, the following is a summary of discussions to date related to this variance request. The subject of the road variance request is the dead end neighbor of SE 1::'h Street east of 120th Ave SE. 1. October 28, 2005 Additional Access Study. Two potential secondary accesses were located off SE 178th Street (the end of the dead end). One is an existing private road easement shared by 6 properties and the second is a gravel driveway on the Bonneville Power Easement. Both accesses connect SE 178th to Petrovitsky Road. 2. November 18, 2005 Response letter from Fire District 40. The conditions of acceptance of the Bonneville Power Access are that the driveway be improved to fire access standard (an all weather surface with 20' of unobstructed width) and that the BPA take responsibility for maintaining the road. 3. January 11, 2006 Response letter from BPA. The request for a fire district road access was denied. MAIN FILE COPY z457/34,../ New law 4. March 14, 2006 meeting with the Variance Committee. It was reported that the road improvements of the secondary access do not have to meet FD 40 requirements to obtain variance approval. It was suggested that it may be possible to get the existing 20' wide private driveway/access easement that goes off SE 178th Street (at 122nd Ave) approved as an emergency access. Please call me at 206 714-7161 if you have any questions. Thank you. You s truly, cze: lif Williams, PE VP, Manager of Engineering Cc: Rob Stevens, Core Design, Inc Matthew Nolan, KC Traffic Fatin Kara, KC, DOT Impact Review and Analysis r. Pete Dye DDES, Engineering Review Section C Chad Tibbits, DDES, Current Planning 0 Dryp-Off `over S heet King County Department of Development fo r LU s D ONLYandEnvironmentalServices Land Use Services Division 900 Oakesdale Avenue Southwest Renton,Washington 98055-1219 For alternate formats, call 206-296-6600. 206-296-6600 TTY 206-296-7217 Drop-Off Cover Sheet for Land Use Services Division IMPORTANT***************************Date Received by LUSD PROJECT NUMBER AND NAME IS NECESSARY FOR ALL DROP-OFFS f[15) EICEOVEDProjectNo.: O5 pc.)67 Project Name:JUN 1 6 2006 FROM• K.C.D.D.E.S. Company ame/ ontact Per on Telephone No: 0-Qo 7/ ' 7/ TO: '9-P » J Ts ADDITIONAL INFORMATION REQUESTED BY KING COUNTY STAFF (please print) Short Plat/Plats PI sespec if item( dropped off: G./ , i6 ii. 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 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.qov/ddes Drop-Off Cover Sheet—LUSD Only Ig-cvs-dropoff.pdf 11-03-2004 Page 1 of 1 ineyards Ut, II 74 Construction, LLC OCT n 7 2005P.O. Box 2401 Kirkland WA, 98083 K.C. D.D.E.S. October 5, 2005 Mr. Chad Tibbits King County DDES Land Use Services Division 900 Oakesdale Ave. SW Renton, WA 98055-1219 Subject:Goss Property Preliminary Plat L05P0001 MAIN FILE COPY Dear Chad: In response to your request for additional information, you will find attached 25 copies of the revised Preliminary Plat, 10 copies of the revised Preliminary Grading and Drainage Plan, 10 copies of the Boundary and Topographic Survey, 10 copies of the Tree Retention Plan, 10 copies of the Recreation Space Plan, 10 copies of the limited scope traffic analysis, 10 revised copies of the Preliminary Storm Drainage Calculations and Level 1 Offsite Drainage Analysis, a Road Variance Request Application, a set of construction plans of road improvements along 184th Street SE from 116th Ave SE and 120th Ave SE, 10 copies of a letter report from AlderNW dated 09/01/05 and existing access easement documentation (for the adjacent property). Below are tabulated responses to the items listed in the Plat Screening Transmittal. Walkways: The concern of the adequacy of the offsite school walkway conditions on SE 184th Street between 116th Avenue SE and 120th SE was addressed this summer. This Roads project completed under the King County/School Districts School Pathways Program with the sole intention of improving the walkway conditions, included installation of a storm drain system and construction of an 8-10 foot shoulder. Please see the attached drawings and photos. Therefore, we believe further information is not needed. Drainage: Drainage tasks have been added to the storm drainage report and the report reformatted to outline each task. The requested drainage reports have been reviewed and summarized in the report. No specific downstream complaints were addressed in either the Auria Woods or Sandhu Drainage reports. However, the complaint received by Mr. Goukers has been addressed in the appendix of the report (page 21 and 22). A downstream analysis chart and key map have been added to the report (page 10). lo5P000/ Each of the three types of downstream problems is addressed on page 11 of the report. The storm detention vault has been relocated outside of the 15' BSBL. Roads: The road section and plan have been revised to a neighborhood collector street standard, providing 16 feet from centerline to the curb line. The adjacent parcel (6199600042) currently gains its access from its neighbors to the north (6199600043 and 6199600040) through an existing access easement. Please see the attached recorded deed (9705060615). No easement for access exists on the subject property. We believe the case for future development of the adjacent parcel is invalid because the presence of the existing stream and required buffer preclude any more development of the property than is already provided. Regardless, the onus of providing access to this parcel is on the property where they currently have rights to access, not the subject property. The access to lots 6 and 7 has been revised to be through a joint use tract. Traffic: Please see the attached neighborhood circulation plan and associated exhibits for explanation of the southerly connection. Basically, a southerly connection is not feasible due to the presence of an existing creek. The plat of Auria Woods has placed lots all along the north side of their access road further precluding connection. This creek also impinges on the developable portion of the property to the west of the Goss Property. A limited scope traffic analysis prepared by Traffex is enclosed with this submittal. Even with full potential build out for this dead end road, the worst level of service would be LOS B. Please see the attached road variance application for a variance from KCRS 2.20. The Preliminary Road and Grading Plan presents a presumed road taper from the Sandhu Plat frontage improvements. A 24-foot wide road section has been provided from this northerly pavement edge. As well, an 8' shoulder out to 120h Avenue SE has been provided from the edge of the traveled way. The Sandhu project has not decided which alternative will be used for their walking access to 120th Avenue. Therefore, for this submittal the most conservative offsite improvements have been shown. Critical Areas: Through additional filed investigations, it has been confirmed by AlderNW and agreed to by Nick Gillen that a wetland does not exist onsite. Refer to AlderNW letter report dated 09/01/05, copy of which was provided to Nick Gillen. Survey: Two Temporary Benchmarks are called out on the preliminary plat and the preliminary grading plan. A statement in regards to the field survey has been noted on the Boundary and Topographic sheet. y Recreation Space: A recreation space plan has been created and 10 copies provided for your review. SO-220/Significant Tree: A tree retention plan (and street tree plan) has been created and 10 copies provided for your review. Revised Preliminary Plat: Twenty five copies of the revised preliminary plat are included as a result of the above requests for additional information. Sincerely, Vineyards Construction, LLC C f illiams, PE P, anager of Engineering Cc: Rob Stevens, P.E., Core Design, Inc. O' Plat Screening Transmittal King County Preliminary Plat Application of Goss Department of Development LUSD File No. LO5P0001andEnvironmentalServices Land Use Services Division Date of Information Request: July 28, 2005900OakesdaleAvenueSouthwest Deadline for Submittal of Information: October 27 2004"Renton,Washington 98055-1219 Please provide ten (10) copies of the following, unless otherwise noted. Walkways: The additional number of school-age pedestrians that would result from the subdivision may result in a change in the adequacy of the off-site school walkway conditions on SE 184th Street between 116th Avenue SE and 120th Avenue SE. Please provide a "to-scale"survey of the existing improvements, including the location of such features as driveways, utility poles/service cans, and drainage facilities. Please demonstrate the feasibility of constructing a hard-surfaced walkway between 116th Avenue SE and 120th Avenue SE on either the north or south side of the roadway, and a recommendation of the most feasible walkway treatment from the following list: (a) concrete curb, gutter and 5-foot wide sidewalk; (b)full-width: 8 feet, paved shoulder, (c) paved walkway: 5 feet, separated by either a mountable/extruded curb or a gravel shoulder. Drainage: To satisfy all requirements for the downstream drainage analysis, please provide a dear summary in the level one analysis for each of the five tasks as outlined in the 2005 drainage manual on pages 2-10 through 2-12. The following provides a summary of several key items which must be addressed in the drainage analysis. Task 1- Include all required mapping and identify the distance for the relevant study areas of each task. Task 2 - Provide an evaluation and summary of all relevant resources including other drainage reports for developments in the basin (Auria Woods and Sandhu)and the evaluation of drainage complaints including the attached letter from a downstream property owner. Tasks 3 - Provide a summary of the existing flooding and erosion problems which have occurred during development of the Auria Woods subdivision. Task 4- Provide the required drainage system table from reference section 8-B in the manual which must include a detailed map and evaluation of the downstream flow path. The mapping must clearly show the location of the offsite stream channel and show all existing fences, culverts, driveways, ponding areas or other features crossing the downstream flow path. Task 5 - Provide an evaluation of the existing downstream problems based upon the three types of drainage problems as defined in the manual. The design engineer must also demonstrate and summarize the proposed mitigations for downstream problems as described on page 1-25. The proposed storm water vault is located within the 15-foot building setback from the wetland buffer. As specified in King County Code 21A.24.200, structures must be located outside the setback area. Please revise the site plans to show the 15-foot setback line and relocate any proposed structures as required by code. Goss-LO5P0001 07/05 Roads: SE 184th Street is classified as a neighborhood collector street serving more than 100 lots. To achieve the required design standards for frontage improvements, the roadway must be widened with 16-feet of pavement to the curb line. Please revise the preliminary road plan which currently shows design standards for a subcollector street. The preliminary plat shows an existing paved driveway along the west property line which currently serves the Goss property and the adjacent parcel. It appears that the adjacent parcel has subdivision potential; however, the existing driveway is not adequate to serve more than one residence. To address the driveway design and potential need for future access to the adjacent parcel, please prepare an evaluation of potential future development of both properties and provide a preliminary design concept for reconstructing the existing driveway and/or providing right-of-way access to serve the adjoining parcel. Since reconstruction of the driveway involves offsite work on private property, please coordinate the design concept with the adjacent neighbors and provide written correspondence indicating their approval of the design. If road easements exist for the driveway, please submit the recorded easement documents. As specified in KCRS 3.01 C.3, a tract is required for serving two lots with a joint use driveway.. Please revise the plat map to show a joint use tract serving lots 6 and 7. Traffic: Please provide a neighborhood circulation plan that includes, but not is limited to, showing access to abutting properties that are able to be subdivided, and which might provide a secondary access to this property and•others along this 100-lot cul-de-sac/dead-end roadway system. Specifically, this should include an evaluation of a southerly connection towards SE 188th Street and/or into the southerly extension of the plat street created with the plat of Auria Woods. The proposed subdivision does not comply with the requirements for secondary road access as described in King County Road Standards (KCRS) 2.20. Based upon preliminary approval of the Sandhu plat located on the north side of SE 184th Street, the additional lots proposed with the Goss plat will exceed the allowed limit of 100 lots served by a dead end road system. To address this requirement, a road variance application must be submitted to our office for review and decision by the Department of Transportation. For submittal of the road variance, it is recommended that your application include an evaluation of neighborhood circulation to determine if viable traffic routes are available for future secondary access from the neighborhood. Written correspondence from the local fire district may also be needed to evaluate the adequacy of emergency access. Application forms and procedures for the road variance may be obtained on the King County web site at www.metrokc.gov/ddes. Please provide a limited scope traffic impact analysis focusing on the impacts (level-of-service)of the proposal at the intersection of 120th Avenue SE at SE 184th Street. Please note that 100 lots exist, or have received preliminary approval through the Sandhu plat, on this cul-de-sac/dead-end roadway system. An approved Variance will be required for this plat to proceed to hearing. Goss—LO5P0001 07/05 Please provide a conceptual roadway improvement plan for an off-site improvement to SE 184th Street, westerly from the plat frontage to 120th Avenue SE. Please show the frontage improvements required of the Sandhu plat, together with the urban frontage improvements that will be required of this application. The off-site improvements should provide for a 24-foot wide roadway section west of the plat frontage together with an appropriate shoulder/walkway treatment for school-age pedestrians. Critical Areas: There appears to be a wetland in the area of proposed lots 11, 12 and 13. There is standing water and wetland vegetation. Please revise the wetland report to address this wetland area and the appropriate buffers and set backs. Contact Nick Gillen, Senior Ecologist with questions regarding this requirement at (206) 296-7141. Survey: Need 2 Temporary Benchmarks within the application site along with appropriate elevation and Datum per KCC 19A.08.150(B)(2)). The contours must be based on a field survey per KCC 19A.08.150(B)(2). A statement to this effect must be shown on the preliminary map. Recreation Tracts: Provide a conceptual recreation plan with the additional facilities proposed. Recreation space should be provided at 390 square feet per lot (KCC21A.14.180). Please indicate how the proposed recreation tracts will accommodate the required facilities (i.e. sport court, or playground equipment, etc.)in addition to the tot lot/childrens play area per KCC 21A.14.180 E.2.. SO-220/Significant Tree: Provide a significant tree inventory and a conceptual retention/replacement plan which addresses KCC 21A.38.230—Significant Trees 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. Goss—L05P0001 07/05 Sep 27 05 11 : 07p Cliff Williapns Belmont Ho 2089931049 p. 2— I ) 0 . o a c o 0in WARN RWCO8fl RETOR11 TO to 3TEVEtd B. EMNMA 12045 3.E 1114Ta STAET N iNmert N, VA 9B058 R N7 Statutory Warranty Deed N. ESCROW ND. 06-670391 01 N. Filar? FOR RECORD AT ABOUE3T OF O FIDELITY NATIONAL TITLE COMPANY 5`?r in S- o Grantor/borrower: ACDNEY A. WAX= and E. RELEET BA1C t, husband and wife inGrantee/assignee/beneficiary: STATENi H. 'WAXER and SHA M A. SAN AA, husband wAbbreviatedLegal: and wife .N PARCEL Al TEE SOUTH HALF OF LOT 2, 8410C. 1, NORTHWESTERN GARDEN TRACTS, nAdditional1negalts) on page; Assessor's Tax Parcel lamberts): 61 R GO-00t2-O5 + V" Id TEE GRANTOR RODS A. MAUR II. ANTAR sa=Ea, husband end wife ' a tar and is eoneideraties of TEE DOLLARS AND Oars GOOD ANSD VALDARL,E CON 3D ETXOM in in hand paid. conveys end warrants to OTWVa a A. SUM =ARM Z. EEZER, kANANA:d 4 and wire 0 the fallorring described real estate, situated in the County of TrNG, State of Washington, CD 0 ram= Ae TX! ROUTE AAL1 OF LOT 2, 314Of.7N 1. NNORTENNBTNNOf CAREW TEAMS. O DIVISION No. 6. ACCONlDstifi ea TEE :mar TO DW. ABCORDED IN Vohs' tt OP FLATA, WAGE 100, XX ESNNi COMM, 1D SmuoTON_In arru ac.E rtn THE CDONTY or m STEM Or l T. PARC=L 8: AN 111828887 FOR aoa11MAY ruRTOssES OFER TEa WART ].0 FRET or TAR M NORTE MALT OP SAID LOT 2. 1. 81razes zit Tits COom'1T or Irma, STATE aw-mmaxmovow. SUBTECS TO: row OW TEE raan=C TO NAENe 1aeEYSARV SLuk3E'.rep* CUTS OR FILLS UPON[ saxe MEMPAIS=S 331 m ANASOWASMV,ORmAINAL GRADING OF ST EETO,AVANOES, ALLAYS AND ROADS, AS DEDTCAT ) IM TEE STAT ACKNOWIXDOZ8 AND APPROWND c G r .: , Doted a 5til 1397 T r} r , o•-t---',.--.oi.-4:V 7 ODtMTLOf1/rlwlil0al 1 ti• ..•' • M•„ 1 1 teem=or Xing i on tea.Bocfbey A. Baker & E. 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PROiERTY FOR 5ELMONT HOMES KING GOUNTY, WA5HIN6TON o b N GONGEPT' L. REGREAiION PLAN EURRUS DESIGN GROUP 221 JAME5 5TREET, 5UITF- 200 EPMONP5, AA a8O2O 425) 7` 11- 55I 3 FAX ( 425) 771- 5655 STATE OF WASHI NGTON REC715TEREP LANDSCAPE ARCHITECT 4 a , t - 1 1; e6 / tx f/,- - IZ, 4wxRUTH R05ERT501` 1 $ URf2U5 GERTIFIGATE No. 62' 7 REVi51ON5: DATE: DESCRIPTION: 8Y: Cr1% ? 12 TIAID 7'2 A/ L71'' c ACE" IAi AA 0 0 09/08/05 13:37 FAX 2067846021 K1nko's Ballard j 001 A1derNW September 1,2005 Project No. 112204 Mr.Cliff Williams Behnont Homes P.O,Box 2401 Kirkland,Washington 98083 OCT 0 7 2005 Subject: Site Observations Cross Property K 12047 S84th Street C. Kin8 County,W Tax Parcel No.Tax D)#6199600060 MAIN FILE COPY Dear Mr.Williams: As requested we visited the subject property on August 24,2005 to review site conditions in the vicinity of proposed lots 11,12, and 13 of the Goss property residential subdivision. This area had been identified as possibly being wetland by King County staff. Our report dated December S. 2004 presented results of observations made in November,2004. The area covered by the proposed lots 11, 12 and 13 has been in use as horse pasture Sir a number of years with this use continuing to the present time. Vegetation on the area includes closely grazed Fazed pasture grasses and patches of Himalayan blackberry(Rebus discolor). Also present are red alder(Alms rubra)trees. A broad topographic swale originating on the adjacent power line right-of-way to the bast runs through the area creating a low area. This broad swale extends southwestward towards the south end of the property where a seasonal stream crosses the site,'flowing from west to east. At the time of our site observations in November,2004,there was no water flowing within the seasonal stream and or any other place on the property. We did not note evidence of surface water flows within the Swale. Results of our observations in August, 2005 are summarized on the attached Data Forms. As noted on the data forms, the soils ars generally dark brown (10YR3/3 to 10YR4/3) and were dry at the time of our observations. These soil conditions are not indicative of long term soil saturation. Based on our site observations it is our conclusion that the soils do not meet the criteria for designation as hydric soil and the area should not be identified as wetland. S1 a North S9'Street,Seattle,Washington 98103• Phone(206)783-1036 email eldernwecomcast.net p-i 09/08/05 13:37 FAX 2087846021 Binko's Ballard a1002 Mr.Cliff Williams September 1,2005 We trust the information presented is sufficient for your current needs. If you have any questions or require additional information,please call. Sincerely yours, ALDER NW • P.Munger Project Scientist EncL: Site Map Figure 1 Data Forms (4) Project No. 112204 Page No.2 09/08/05 13:38 FAX 2087848021 K1nko's Ballard Q 003 I. 5 i I 4• 4 1fiI 1 -. g '• s • i r)- 4 QI i a)3 PCi 1 1 b I ''t'^ a LcA } i U E a a§II 8I •1 6 1 ti r f _ .i L.: 5 "--)41C 0 V= i •' G cLs. _, ( . A • ‘1171 .2 (, ( ,c. .:4!Loll I° ir. . I: . 0•...:\:\ /5, 7,k i iii/04. . lop go It i‘ le o d C11)4 ill,-.. n'brai ii:(0. 7 Cp 4. ala tr. (44 WI . ill ' 0 lir i .tw e o4 , 4 L.r Mom.I. o t:. 1-1 iiii- 0 i . 4 Of 41g ' b i i 4._ Ail,.'14"1.IF. 4 - AIN Q - Zi` . 1 7, . 1 Ir.Q.. . latN efAbk-npasi,4rir . ....cii.,i, Jj Ic. Ao\\ V ( 0—"a El . . , 0 Z. -) ' f )\) li\ ri L,)/ 1--4-- i0) 140.11t11 . . • 1 7----/- L- 111111 c' j 4)/1 \ /it ..,--...1 .... i-'-"\1111,1111" .. . I L_, • Ail: . i 1 09/08/03 13:38 FAX 2067846021 Rinko's Ballard j 004 DATA FORM ROUTINE ON-SITE WETLAND DETERMINATION Describe General Site Property is in use as horse pasture. Data Point No.: DP-1 Conditions: Site Disturbance? Location is open to horse grazing Location: See Site Map VEGETATION o B ' iDominantPlantSpeciesiSiDominantPlantSpecies2s 01 1 1 Closely grated grasses 8 2 ,Ranunculus repens FacW H 9 3 Plaitago major Fac+ * H 10 4 11 5 12 6 13 7 14 Percent of dominant species that are OBL,FACW,and/or FAC: /00 Is the hydrophytic vegetation criterion met? Yes Rationale: More than 50%species hydrophytic SOIL Soil Type: Alderwood Hydric Soils List No Histic Epipedon? No Mottles? Yes slight Gleyed? No Matrix Color. 107R4/3 Mottle Colors: Depth: 12" Other hydric soil indicators: No Is the hydric soil criterion met? No Rationale: Chronna greater than 2 HYDROLOGY Is the ground surface inundated? No Surface water depth: -- Is the soil saturated? No Depth to free-standing water in probe bole: - Other field evidence hydrology: No Is the wetland hydrology criterion met? No Rationale: No evidence ofsoil saturation. WETLAND DETERMINATION Are wetland criteria met? No Rationale for wetland decision: Non hydric soil, no evidence ofsoil saturation Project Name: Goss Property_ A1derNW Field Ids): C.Munger 518 North 59th Street Project No.: 112204 Date: . 8/24/05 Seattle,Washington 98103 09/08/05 13_38 FAX 2067846021 Kinko's Ballard a005 DATA FORM ROUTINE ON-SITE WETLAND DETERMINATION Describe General Site Property is in use as horse pasture. Data Pant No.: DP-2 Conditions: Site Disturbance? Location is open to horse.grazing Location: See Site Map VEGETATION Dominant Plant Species 11 1 Dominant Plant Species Closelygrazedgrasses 8 2 Rantghcuius r+epens FacW H 9 3 Plenum major Foc+ H 10 4 Aloes rabra Fac T _11 5 Rubes discolor Upl 12 6 13 7 14 Parent of dominant species that are OBL,FACW,and/or MC: 75 Is the hydrophytic vegetation criterion met? Yes Rationale: More than 50%4 species hydrophytic SOIL • Soil Type: Alderwood Hydric Soils List: No Histic Epipedon? No Mettles? ,no Gleyed? No Matrix Color 10173/3 Mottle Colors: Depth: 12" Other hydric soil indicators: No Is the hydric soil criterion met? No Rationale: Chrome gr eatrr than 2 HYDROLOGY Is the ground surface inundated? No Sur-ce water depth: - Is the soil saturated? No Depth to free-standing water in probe hole: - Other field evidence hydrology: No Is the wetland hydrology criterion met? No Rationale: No evidence ofsoil saturation. WETLAND DETERMINATION Are wetland criteria met? No Rationale for wetland decision: Non hydric soil, no evidence of soil saturation Project Name: Goss Property A1derNW Field Investigator(s): G.Munger 518 North 59th Street Project No.: 112204 _ Date: 8 24 05 Seatde,Washington 98103 09/08/05 13:38 FAX 2067840021 Klnko's Ballard 1006 DATA FORM ROUTINE ON-SITE WETLAND DETERMINATION Describe General Site Property is in use as horse pasture: Data Point No.: DP-3 Conditions: Site Disturbance? Location is open m horse grazing Location: See S ie Map VEGETATION i ! )Dominant Plant Species B Dominant Plant Species g I'm r- 1 Closely graced grasses 8 2 Ranunculus repens Finch' H 9 3 Lonicera involucrate Fac S 10 4 Alnus rubra Fac T 11 5 12 6 13 7 14 ^ Percent of dominant species that are OBL,FACW,and/or FACT 100 Is the hydrophytic vegetation criterion met? Yes Rationale: More than 50%species hydrophytic SOIL Soil Type: Alderwood Hydric Soils List Are c Epip ? No Mottles? no Gleyed? No Matrix Color 10 Mottle Colors: Depth: 12- Other hydric soil indicators: No , Is the hydric soil criterion met? No Rationale: Chrome greater than 2 HYDROLOGY Is the ground surface inundated? No Surface water depth: ,- Is the soil saturated? No. Depth to free-standing water in probe hole: Other field evidence hydrology: No Is the wetland hydrology criteriOn met? No Rationale: No evidence ofsoil saturation. Arimmommoso WETLAND DETERMINATION Are wetland criteria met? No . Rationale for wetland decision: Non hydric soil, no evidence of soil saturation Project Name: Goss &oPe y AldexNW Field Investigator(s): G Munger 518 North 59th Street Project No.: 112204 ,Date: 8/24/05 Seattle,Washington 98103 09/08/05 13;39 FAx 2067846021 Hinko's Ballarda 007 DATA FORM . ROUTINE ON-SITE WETLAND DETERMINATION pescribeGeneral Site Property is in use as horse pasture. Data Point No,: DP-4 Conditions: Site Disturbance? Location is open to horse grazing Location: See Site Map VEGETATION Dominant Plant Species Dominant Plant Species b y 1 Closely wed gasses 8 2 Ranunculus viper FacW N 9 3 Plantago major Fac+ H 10 4 ' 11 5 12 6 13 7 14 Percent of dominant species that are OBL,FACW,and/or FAC: 100 Is the hydrophytic vegetation criterion met? Fes Rationale: More them 50%species hydrophyttc SOIL Soil Type: Alderwood Mythic Soils List: No Histic Epipedon? No Mottles? no Gleyed? No Matrix Color: I0YR3/3 Mottle Colors: Depth: l2" Other hydric soil indicators: No Is the hydric soil criterion met? No Rationale: Chronra greater than 2 HYDROLOGY Is the ground surface inundated? No Surface water depth: - Is the soil saturated? No Depth to free-standing water in probe hole: - Other field evidence hydrology No Is the wetland hyydroldgy criterion met? No Rationale: No evidence of soil saturation. WETLAND DETERMINATION Are wetland criteria met? No Rationale for wetland decision.: Non hydric soil, no evidence of soil saturator, Project Name: Goss Property AlderNW Field Investigator(s): G.Munger 518 North 59th Street Project No.: 112204 Date: 8(24/05 Seattle,Washington 98103 Li ' i I - ' 1"1"" N OCT 0 7 2005 CORE o E.S. DESIGN K.C. D. September 28, 2005 GOSS PROPERTY PRELIMINARY PLAT TRAFFIC CIRCULATION PLAN Site Address: 12047 SE 184TH ST MAIN FILE COPY Parcel Number: 6199600060 The homes within the Goss Property will be served by a public road system that will terminate in a cul-de-sac toward the south end of the property. This cul-de-sac will access SE 184th Street. It is purported by King County DDES (reference letter)that 184th Street will have more than 100 lots gaining access east of 120th Avenue SE with the development of the Goss Property. A stream on the southerly portion of the site precludes any extension of the road to the south. As well,the recently platted Auria Woods project has cut off any potential connection to the south due to the existing lots being created on the north side of SE 186th Street. There are no plans to provide a stub road to the property west of the site since this property has been subdivided already. Furthermore, the southwesterly most property is constrained by the stream and associated buffer, which precludes any further subdivision. This southwesterly lot has access to 184th through an existing access easement over the properties north of it(please see attached Statutory Warranty Deed recording number 9705060615). Additionally, a second access to the dead end system would hardly be improved with a second access right next to its one access point. A far more preferable situation would be to provide a secondary access to the north where the dead end could be considered more of a looped system. The 184th Street dead end is constrained by a number of issues. Primarily, the area is enwrapped by Big Soos Creek to the north and east. In addition, a minor tributary to Big Soos Creek,which runs between the Goss Property and the recently developed Auria Woods property further, confines the area from connections to the south. In analyzing the potential for future connectivity in the area, we have noted three possible locations to provide a secondary access for the SE 184m Street dead end: 1.) a northerly extension of SE 178th Street connecting to Petrovitsky 2.) a westerly extension of SE 178th Street connecting to 120th Ave SE and 3.)an extension of SE 181St Street connecting to 120th Ave SE approximately 330 feet south of SE 180th Street. Please refer to the attached iMAP printouts and aerial photos. An extension of SE 178th Street heading north to SE Petrovitsky Road would line up nicely with the existing intersection of Petrovitsky and 120th Avenue SE. This route would require a LtJii tit No. __\\_ Item No. _-°SQ .oj_ -_ Received 5-3—c; King County Hearing Examen SP000/ l- 'a crossing of Big Soos Creek,but it is apparent from the aerial photo of this area,that a private road currently crosses the creek. The extension would need to extend through parcel numbers 3323059059 and 3323059059 (both owned by K.W. Hasbargen) and 3323059025 (owned by George Wilson). The small number of property owners improves the feasibility of this option. The majority of the land for this route is undervalued due to an existing powerline easement. However, a public road would be suitable use of this land. An alternative extension of the SE 178th Street corridor would extend the road to connect with either 120th Ave SE or SE 180th Street, depending upon the preferred alignment. The properties 6196600540 and 3323059070 are both owned by Ed Wilson and the parcel 3323059025 is owned by George Wilson,possibly making the development of the property a family enterprise. It is also possible that a combination of the Petrovitsky Road connection and SE 180th Street connection could provide a clean grid street alignment. The third option would be to extend SE 181 S"Street to 120th Avenue SE. The properties involved would be 6199600220 and 3323059042(both owned by Susan and Gordon Margulis) and 3323059086 (owned by Dornay Gellert). Map Output Page 1 of 1 i King County Home News Services Comments Search iMAP - Sensitive Areas all themes) why t t{( i 5E.178II 4 y; SE 18QTH 1"1` W ' it milk i 1 --- i . ilakftienint o' ' -.4„,i,vt-71;100„.- „:'-'Elt.ills:r Si, ..—.. _ ( iiiy, b'. C;., _ 4\ te: s. 1 , 1 , 1 M IP" 11 W AMR1) :11 ' '' 4.. i 1L' N l''' ' t}ter• 1 4 I 1 It 4 r s bit1 - Mr eir v i a . i! 1 1 ii,(.,,,,, i , , , , H_ rs.__ - fx184TH_St i 4 t! I r i 1 11f l rr/ 3-186 N ST 1, rir;r' 71'- t `""'1, p ! 1 14 f{ ll'SE 186 T,IH Pt V <`T ,i 1 C "5,14 gC arwy — *+ :,,"•'` :\ - r \y P3 0,. 81T11' Legend County Boundary Ej Lakes and Large R+ver_ Sheets i StPeanrs ly,Raf Floodway n'x,' 100 Year Floodplain SAG wetland ParL&s Topo Contours I5f1I Incorporated Area 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. King County I GIS Cente! 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 SE 178th St. Extension (north) SE 178th St. Extension (south) SE 181st St. Extension Road alignment constrained by creek buffers http://www5.metrokc.gov/servlet/com.esri.esrimap.Esrimap?ServiceName=overview&Client... 9/28/05 Map Output Page 1 of 1 King County Home 1 11=3213111 Comments IIEZZOIN iMAP - Pro•ert Information Plannin• F" I ,. l r IP 14 d 7 „Jr 16 31 S'T 1 rvb11.Irr,. -,: ul,In+s: +r' J 'it0Y'0' n e.S:C•'U!'''' Z;<3 1:.4J88 5 2813^»13G T v 3Y 619669038 t` y ate it. J. , t x31't1., J ' j C'9fi6JC14''J F75 6,19fi6004C.4 e i.,sgfECIT•E.lty Cr 0 t. i i yam.® 0 332 'IJ>'J 61 6sr146 j 6196(iCN1465 t L ....,,,,i,: S: J3 xJ,9CYi tG't1(56J`_14Bri Agnataril 6+y66=1948•' e Xt is 3 ittNp 03" j2 t. o i., y 5p05 . 32I4d JJ21U / 2 8`'.. I) it €t'.4,g1:_ ri'33P C1s1!' '' t z',48ltt U!C1 _ ' t_____ 1 q 2/ 85C17'' CI 2tY 5Kmg County G'96bV15 r iOf, , 0t169 Jr _ ' Legend i_ County Boundary j , Lakes and Large Rners Streets Streams iyn.3, 1 Paroets Ar:a= Zoning Lebets x-. 2002 Coto!Aeria#Photos Mast KC 401 Urban Growth Area Lime ontyl he information included on this map has been compiled by King County staff from a variety of sources and is subject to change without notice. ing County makes no representations or warranties,express or implied,as to accuracy,completeness,timeliness,or rights to the use of such nformation.King County shall not be liable for any general,special,indirect,incidental,or consequential damages including,but not limited to, ost revenues or lost profits resulting from the use or misuse of the information contained on this map.Any sale of this map or information on his ma• is.rohibited exce•t b written •ermission of Kin. 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 terms and conditions of the site. f he details SE 178TH ST. 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G+ rrJ.2Lr Cl2DDSItatgCouMy a tall Gl',32:39,57. :' Legend County Boundary l - he information included on this map has been compiled by King County staff from a variety of sources and is subject to change without notice. King County makes no representations or warranties,express or implied,as to accuracy,completeness,timeliness,or rights to the use of such nformation.King County shall not be liable for any general,special,indirect,incidental,or consequential damages including,but not limited to, ost revenues or lost profits resulting from the use or misuse of the information contained on this map.Any sale of this map or information on his ma. is .rohibited exce.t b written •ermission of Kin• 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 terms and conditions of the site.The details SE 178TH ST. 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A. rt IL'.t a f3 .yr Legend County Boundary Lobes and Large Rivers l - Streets Streams t grr4, Per::eI 1 rr.s- Zoning Labels 2002 Color Aerial Photos Meal KC of Urban Growth Area Lsne only-1 he information included on this map has been compiled by King County staff from a variety of sources and is subject to change without notice. ing County makes no representations or warranties,express or implied,as to accuracy,completeness,timeliness,or rights to the use of such nformation.King County shall not be liable for any general,special,indirect,incidental,or consequential damages including,but not limited to, ost revenues or lost profits resulting from the use or misuse of the information contained on this map.Any sale of this map or information on his ma.is .rohibited exce.t b written .ermission of Kin. 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 terms and conditions of the site. The details. SE 181ST ST. 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Str9efss Streams Angro tr Pa'cets Aria-as Zoning Labels w1a 2002 Color Aerial Photos West KC ban Growth Area Lute nfy!U he information included on this map has been compiled by King County staff from a variety of sources and is subject to change without notice. King County makes no representations or warranties,express or implied,as to accuracy,completeness,timeliness,or rights to the use of such nformation.King County shall not be liable for any general,special,indirect,incidental,or consequential damages including,but not limited to, ost revenues or lost profits resulting from the use or misuse of the information contained on this map.Any sale of this map or information on his ma. is .rohibited exce.t b written .ermission of Kin. Coun , King County I GIS Centel 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, f he details GOSS PROPERTY AND AURIA WOODS http://www5.metrokc.gov/servlet/com.esri.esrimap.Esrimap?ServiceName=overview&Client... 9/28/05 Map Output Ciii) King County 1111011111 News Services Comments Search iMAP - Sensitive Areas all themes) 1sE- se 7s ,,,.,..,2,,,..,... ird.'am—r1 num iIIP-1 INN Oil ' iti II --7 1 i my ItiSE:REmsT __Apt SE1- TROytTSKYAQI IF ass gout S pii 47.1'1111 -- - ---- • t ". , -- - =.... '',-,---.-. .-;.•,1,Y,'111g- =mit I - L f 'I -1; AM" _, --:-.1 , f-• -'. ''' t7"''' ;'`.,":-.`,::'',"1...,5,..."`"#:g r 4;*=. 14410444; )‘ stint, ' :,,' .,•: : . 2..:.• .. , --N1,4,30 v......iv-,...! 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SE 1,89THtLN 7 2111:, IIIIIIIIIP TiIac - • it, I Legend County Boundary 1 CCICISOVirk, El 100 Year Floodpiain—* Streets Naar* it7: SAO Welland riquav Rural karats 2: IhrawCansesvaryLi Loco EN urea, Parcels Uctsinfturas Shoreline Management 0 Lakes and Large Rivers Designation Ael Streams 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. 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 T Co D A TE FEBRC/AR Y 2005 o m DESIGNED MC m miin _ DRAWN IRE. z APPROVED ,MC 0o ' Q -C PROJECT" MANAGER 914.82 car w o ! (' N 01 '13' 08"E 1384.73 R 12 0T H AVE. SEj. EF. 1 (1384.80 MEA.) 469.91 REF. 1 5c 1 5N g T tb zz r m r- r m m v m mpI A r SL Q r z m rn ZI T p E rn 2 z r 70 Z F11 o z m u t7 o —i W g = 00m Fri a Z Vij11- 0 m z o 04 70 70 PmpO rM om u n m m N m X Cn -1 3 x C1 ° n Apo mzz -jz N r T D. o n XVA Z Y 4 _ m z 0) m m _n m n W ?a - 4 (1) mm00m 0 - 1 Z).0 Z ( 3 ]>w r0 00 Z n -° O L7 N z N Cl b z z m J U3 r - - - ° N a z m m --4 m r z $ o rn p m 0 O- _ rn N w rn ., z , ..Lo M 0 - Ik Z iti /U N _ m o v A m U mzu ]> VM- r o cn _ -i m N o O m m z O N ti tj o c- m d r --E O z r 0 X rn o fj rn ° m o m i -+ p d c.n tl NI rrfrn •.-. 3I mI, O < m t,2 m z u r a X m m ^_' r m n z —i z X i _ m m --} J d m cn -4 o N m 0 U to p O z r z - o m rn A r r r- nr_ p , N m 'tl a - z v m n ., m m A Nz - T? AEDF?J.=Witt> IV I PALA^ IV - GO S - PROPERTY14711 NE 29th Place, # 10 i Bellevue, Washington 98007 Box 2401 PCOREb V. 1'' 25. 885.787.E fax 425.885.7963 V. JDESIGNOffice: iiss 5.1,87 Cntr .. vt'Cicx / ;; 'ENGINEERING PLANNING`-:`• :-.'- SURVEYING jo n N O o - o ir; m rn m rntorn N:K/ oE U'mDt°3' z 03:1-mzrn 0zr20 rr -1Ulc rn7- m nzm0_ 1zp z m Az C A z m A 0 r ' r'— mb.* mc- pncurcnw- m rn rnw m r m vo opt aor 000 b Zo`tj A- 4 oztMMM' OMb` -1 EcZVi 6 G, -IM 4SRO a0)OX to OA2N -1kv r m z pptnw p A ZEZ = in - 4 M m{ 4 pd r tzO N''o A z z i5Lo z A o E z ( O o z > or O m p O _ a v X m m Co 0 0 N0. rn O m z rn o tv E n p z Ez T. r 6\ Nz C) Lo z N O E a U3 pA rnQ uj ovoW iCr m Umrn mm rNo A U ii ziz orno©-im uj mz z 03 r to N AA z 7m0u C! O- 0-0 o EVISIONS 0 T NORTHWEST TRAFF/C EXPERTS 10104 - 111th Ave. NI Kirkland,WA 98033 Phone:425.522.4118 Fax:425.522.4311 October 2, 2005 Mr. Cliff Williams Vineyards Construction LLC P.O. Box 2401 Kirkland, WA 98083 Re: Goss Plat—King County Intersection Analysis Dear Mr. Williams: We are pleased to submit this limited scope intersection analysis at the 120th Ave. SE/SE 184th St. intersection for the proposed 17 lot Goss Plat. The plat is located on the south side of SE 184th St., east of 120th Ave SE in unincorporated King County. Primary access to the site is proposed onto SE 184th Street. The County has requested the limited scope intersection analysis in a Plat Screening Transmittal letter dated July 28, 2005. We have visited the project site and surrounding street network. Project Description Figure 1 is a vicinity map showing the location of the Goss Plat in relation to the surrounding street system. From 120th Ave. SE to the east, SE 184th St. is the only vehicular access for parcels of land fronting SE 184th St. and 124th Ave. SE, including several small roads branching from these main roads. There are approximately 77.5 acres of land included in these parcels. At the current densities per acre, a total of 247 single family houses could be constructed. There are currently 88 single family houses that are constructed and occupied. That leaves a total of 247-88 = 159 new lots that could be constructed, including the Goss plat. Figure 2 shows a preliminary site plan. The Goss Plat project would be built and occupied within two years (2007), however this analysis also examines the worst case scenario of the entire 247 lots constructed and occupied. Trip Generation and Distribution The trip generation for the Goss plat is calculated using the average trip rates in the Institute of Transportation Engineers (ITE)Trip Generation, Seventh Edition, for Single Family Detached Housing (ITE Land Use Code 210). These trip generation values account for all site trips made by all vehicles for all purposes, including resident, visitor, and service and delivery vehicle trips. A vehicle trip is defined as a single or one direction vehicle movement with either the origin or destination (exiting or entering) inside the study site. The table below shows the net new vehicular trips expected to be generated by the Goss Plat during an average weekday and during the PM peak hour. 1 EAh bIt No. ..1- __.._.._._.___.,_.., Item No. 1-,-/ oSQno o \^,i DErz ' Reccive Y'3`0 King County Hearing Examiner OCt @ 2005 MAIN FILE COPY K.C. D.D.E.S. i1 4 Goss Plat Intersection Analysis Traffar TRIP GENERATION FOR 17 LOT GOSS PLAT Time Period Trip Rate Trips Trips Total Entering Exiting 81 81 Average Weekday 9.57 162 50% 50% AM Peak Hour 0.75 25% 75% 13 PM Peak Hour 1.01 611 37% 17 Figure 3 shows the estimated trip distribution and the calculated site-generated PM peak hour traffic volume assignment for the Goss Plat. All of the site generated trips will be routed through the 120th Ave. SE/SE 184th St. intersection, as there is no alternative vehicular route available at this time. Traffic Volumes Figure 3 shows the existing PM peak hour traffic volumes at the 120th Ave. SE/SE 184th St. intersection. The PM peak hour traffic volumes were recorded by Traffic Count Consultants, Inc., on Thursday, August 19, 2005. A copy of the count is attached. Figure 3 also shows the projected 2007 PM peak hour traffic volumes without the project. A growth rate of 5% per year was applied to the existing traffic volumes to calculate background growth. This growth rate is conservative and should be larger than the actual historical growth rate in the area. This growth rate should cover any nearby"pipeline" projects. Figure 3 also shows the projected 2007 PM peak hour traffic volumes with the project. These volumes were obtained by adding the project generated traffic volumes with the future without project traffic volumes. The total build out of the area east of 120th Ave. SE would be comprised of approximately 247 single family lots. At the present time, approximately 88 lots are occupied east of the 120th Ave. SE/SE 184th St. intersection. Therefore the traffic from approximately 142 more single family homes could be added to the 120th Ave. SE/SE 184th St. intersection as a worst case scenario. This scenario is also shown in Figure 3. The level of service at the 120th Ave. SE/SE 184th St. intersection was calculated for the various scenarios using the traffic volumes from Figure 3. Level of service (LOS) is a qualitative measure describing operational conditions within a traffic flow, and the perception of these conditions by drivers or passengers. These conditions include factors such as speed, delay, travel time, freedom to maneuver, traffic interruptions, comfort, convenience, and safety. Levels of service are given letter designations, from A to F, with LOS A representing the best operating conditions (free flow, little delay)and LOS F the 2 Goss Plat Intersection Analysis Traffat, worst(congestion, long delays). Generally, LOS A and B are high, LOS C and D are moderate, and LOS E and F are low. The LOS and corresponding average control delay in seconds are as follows: y TYPE OF INTERSECTIO A B C D E F N 10 and < > 20 and < > 35 and < > 55 and < Signalized 10 20 35 55 80 80 Stop Sign 10 > 10 and < > 15 and < > 25 and < > 35 and< > 50 Control 15 25 35 50 The LOS were calculated using the procedures in the Transportation Research Board Highway Capacity Manual - 2000 Edition. Table 1 shows the calculated LOS results. The 120th Ave. SE/SE 184th St. intersection currently operates at LOS A and is expected to operate at LOS A for 2007 conditions with the project. The 120th Ave. SE/SE 184th St. intersection is expected to continue to operate at LOS A if all the potential 247 lots that obtain access from SE 184th St. are constructed and occupied. This meets the County's standard of LOS D or better. Summary This report analyzed the 120th Ave. SE/SE 184th St. intersection for existing, future without and future with the Goss Plat project as requested by King County. Additionally, the 120th Ave. SE/SE 184th St. intersection was analyzed assuming the entire potential 247 single family lots were constructed and routed through the intersection. The analysis intersection is anticipated to operate at LOS A for future with project conditions, and continue to operate at LOS A for future with maximum potential build out conditions. If you have any questions, please call 425-522-4118. You may also contact me via e- mail at larry(a nwtraffex.com . Od`-AAsO ,S, Very truly yours,oc y I , . 1 . is Pe 25 Ea Larry D. Hobbs, P.E. ofi i E Principal 0-3-05 TraffEx EXPIRES 9/15/06 3 taffy NORTHWEST TRAFFIC EXPERTS 10104 111th Ave. N.E Kirkland,WA 99033 Phone:425.522.4118 Fax:425.522.4311 TABLE 1 GOSS PLAT PROJECT— KING COUNTY PM PEAK HOUR LEVEL OF SERVICE SUMMARY Intersection Movement 2005 2007 Without 2007 With Full Build Existing Project Project Out 120th Ave. SE/ NB A (9.0) A(9.1) A(9.1) A (9.8) SE 184 St. Note: Number shown is the average control delay in seconds per vehicle for the worst approach movements at stop sign controlled intersections and driveways, which determines the LOS for intersections per the 2000 Highway Capacity Manual. 4 Traff NORTHWEST TRAFFIC EXPERTS yr, < v„ M o x unin rL M.S E`.- iM J ' rBaia pVf r ^3- ' s I i } s'I t4 sr sE trorx t A a r 4 lm t o t l m i; z a Ps jIko stEi r g N" 4` a at ei 4i 1 1 4 34TH ST S i s tjpi t' Sf , 17?88 ^.ST ; g 12e ST 1'ail -., ! li S i--Pt } a-W 1 C /1 $ I. 7 ,. a S[ tr1wu LM„ ,1g.3 L 1 4 ,. 4 J J t !_sT I2 1H Sc MPS 5, S1 Se A V 1 ''t.;. St ^ S t -.. 3TTII ST 3. 161M,I," Pi , 111M T I r 1 1 "3: 3 y 5 Str y f" " 45 E SF 175TNi Sti Ip ! ut 1. Nw W A'[7tA1DS CT ., ' s am n- ki et --`ds.i. 'To t .-P AZ _ E 1i6TH ST p R,t7sni sr 5T 1 i. i ii!p$ zp .' ..R I 2 LY 5[ L78TM SI Wit 6 4 I t wur sal 'RS L CAR` a =< A ,t a e'" y.'" 11 Ml la _.. PL s Ib+ypQ '_ 4.4149 i/ ' 43 D G f,BRfN..Z Sl,OM iT IIurn Se A ,#M w as . ' s1 „ 'it SE _'186TH S1 1 EF u,n nz a - sc r >oa I s SE- 182MS a Ni 9. IliI a; r s,a Asa S 184TN SE , .1 SE. 184TH_^ST_ 5 47TN Sr t S7 i!IbMytri'., 184T it S st 1B. 167 t eiw.1 t ._ i 88 \._ ST 8__.,. aRUfr/107 /.r4 e7aaTe"< r SE 186TN,..57... SE 1887H ST a 'g"'(([, I s 3OM ar fu 1671r sr s4uenS<4 00 S 86L_. 18816 P1 SE 4 P` rr l...sr J 1 MCA %H'M s c V. < ,, t 515 Hnn cr SE as nl tI5 , rds$Ism sit 4\ F Ss r Ivor ---- -_.. __.j.ST.. se t ` CTS7 a' " Na r n( ,..4 afr-- l r .4 l xe4 I td1 n,. , dSTi I s! tee't"' 'SEI. CTTl ` ` .S>b.'h..sT. '1 }aaw, 1iuPM11x3 u,Porn x M rtRiMPl ( r, , y • 1t11s,' E.ti x JR NS 2k4.G..FNDSf , ..___.._._.. 7St.' 1ili'7; 2NID ST a lalsr if 9 le, W[40,, r, y S Hon ! w i naM ifiAirs i': )n sj t sera j i ST SE Ssrt 198TH Goy tl?5 a t. tyl !'j, SE i97Th 4T ., NT1$ '- S 19TTM P , ! ly,,,,,, 6-j,,, SFR/AYH" )s .i d t 6 i e. '.St. it M9f I SE l f s u"n!n i ... r el s 1 1,199TH i se comm. I. _8 fj 11 _SE 2p4TH i li s1 El 1 4 . -,, a tr 4 w - H sr N£ SE 2otrx 9i s?> R S K T b to 1 i _M ( 2ats1 r, 1AE !l 1% n 02004ThomasFros-M Goss Plat Figure Vicinity Map TraffEKNORTHWEST TRAFFIC EXPERTS SE 184th St 0 J 9 CALCtor 56' 10 5 REF. N. 1 17 cf. 4618t S.F. 4285* S.F. h 35. N O 2 v FL 16 10'PRIVATE DRAINAGE 3t EASEMENT 38001 S.F. r 4071t S.F.265I S.F. 10 f 3800t S.F. II. 62533 4 14 3800t S.F. 5757t 5.F 'k a 11,3 a a 5 o 3800* S.F. rA N. 95' 56 145 2+65.06 I ACCESS 0v. w I ASEMENT O t r'.1t S.F. 8 4' 122\ 't t3.402$t SF 10'PUBLIC DRAINAGE 2 $ 6 ti. r - .tea 24A87S.FT t 739t SF.7 N 4737*S.F. 942 S.F 8 r 3914f S.F.9 A 45 S.F. 5049t S.F. 1016 4255t SF N' 10'PRIVATE DRAINAGE 2Q'. EASEMENT 132' 2446 S.F. g PROPOSEDER STRtAA1 f STORM ORAI 1 ACE NOPEN SPADE 938 SF Qg• ry .. 440 S.F. 1 55 SF. 342.11 CALC.(342.06 REF, 2) 792.17 REF. 1(792.08 REF. 2) 1188'50'11"W Goss Plat Figure 2 Site Plan 120th Ave SE Troll NORTHWEST 0 0 0 h 0 PM Peak Hour TRAFF/C EXPERTS 11 Enter Jjl o 6Exit 162) 17 Total gooA 0 t SE 184th St o . 002 Legend 10% 10% Percentage of Project Traffic 15 PM Peak Hour Traffic Volume and Direction Project Generated Traffic Volumes 15) Daily Traffic Volume 120th Ave SE 120th Ave SE 2 1 0 t— 0 2 1 0 1— 0 Jjl. r11 Jj ' 590)650) SE 184th St SE 184th St 32 —+ 'Or 35 1tr 17 1 10 5 5 19 1 11 6 6 Existing 2005 Traffic Volumes 2007 Without Project Traffic Volumes 120th Ave SE 120th Ave SE 2 1 0 L 0 2 1 0 0 Jul, rig Jl r- s 820) 4,710) SE 184th St SE 184th StJ 44 J ) tr 19 —11 11 6 8 194- 11 6 17 2007 With Project Full Build Out Traffic Volumes 247 Lots) Goss Plat Figure 3 PM Peak Hour Traffic Volumes HCM Unsignalized Intersection Capacity Analysis 3: SE 184th St& 120th Ave SE 10/2/2005 c ~ k' 4\t t " 1 ./ Lane Configurations 4.4.4.4 Sign Control Free Free Stop Stop Grade 0% 0% 0% 0% Volume(veh/h)0 32 17 1 21 0 10 5 5 0 1 2 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate(veh/h) 0 35 18 1 23 0 11 5 5 0 1 2 Pedestrians Lane Width(ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal(ft) pX, platoon unblocked vC,conflicting volume 23 53 72 69 44 77 78 23 vC1,stage 1 conf vol vC2,stage 2 conf vol vCu, unblocked vol 23 53 72 69 44 77 78 23 tC,single(s) 4.1 4.1 7.1 6.5 6.2 7.1 6.5 6.2 tC,2 stage(s) tF(s) 2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3 p0 queue free % 100 100 99 99 99 100 100 100 cM capacity(veh/h) 1592 1552 916 821 1026 902 811 1054 Volume Total 53 24 22 3 Volume Left 0 1 11 0 Volume Right 18 0 5 2 cSH 1592 1552 914 959 Volume to Capacity 0.00 0.00 0.02 0.00 Queue Length (ft) 0 0 2 0 Control Delay(s) 0.0 0.3 9.0 8.8 Lane LOS A A A Approach Delay(s) 0.0 0.3 9.0 8.8 Approach LOS A A Average Delay 2.3 Intersection Capacity Utilization 13.3% ICU Level of Service A Synchro 5 Report Page 1 TRANSPBELL-ST51 s HCM Unsignalized Intersection Capacity Analysis 3: SE 184th St & 120th Ave SE 10/2/2005 Lane Configurations 4 4 4 4 Sign Control Free Free Stop Stop Grade 0% 0% 0% 0% Volume(veh/h)0 35 19 1 23 0 11 6 6 0 1 2 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate(veh/h) 0 38 21 1 25 0 12 7 7 0 1 2 Pedestrians Lane Width(ft) Walking Speed (ft/s) Percent Blockage Right turn flare(veh) Median type None None Median storage veh) Upstream signal(ft) pX, platoon unblocked vC,conflicting volume 25 59 78 76 48 85 86 25 vC1,stage 1 conf vol vC2,stage 2 conf vol vCu, unblocked vol 25 59 78 76 48 85 86 25 tC,single(s) 4.1 4.1 7.1 6.5 6.2 7.1 6.5 6.2 tC,2 stage(s) tF(s) 2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3 p0 queue free% 100 100 99 99 99 100 100 100 cM capacity(veh/h) 1589 1545 907 814 1020 889 804 1051 f ..5.. ,a, ma a .Sc-.. , fi -.... ,..s,x ...;G' F .n.> .. 4.-:.'z....,.. ,..[N Volume Total 59 26 25 3 Volume Left 0 1 12 0 Volume Right 21 0 7 2 cSH 1589 1545 906 953 Volume to Capacity 0.00 0.00 0.03 0.00 Queue Length (ft) 0 0 2 0 Control Delay(s) 0.0 0.3 9.1 8.8 Lane LOS A A A Approach Delay(s) 0.0 0.3 9.1 8.8 Approach LOS A gg A Xa'c""."«,'`g'"a c hs' v*x,'wrYCt", '""i'' f°' _ , fi^"'s t .'f, a^ x' ° t .:"$'„z a a x`j.,ate a^r °ru ' Average Delay 2.3 Intersection Capacity Utilization 13.3% ICU Level of Service A Synchro 5 Report Page 1 TRANSPBELL-ST51 HCM Unsignalized Intersection Capacity Analysis 3: SE 184th St & 120th Ave SE 10/2/2005 C t 4\t t " 1 4' Lane Configurations 4,4,4,44, Sign Control Free Free Stop Stop Grade 0% 0% 0% 0% Volume(veh/h)0 44 19 1 29 0 11 6 8 0 1 2 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate(veh/h) 0 48 21 1 32 0 12 7 9 0 1 2 Pedestrians Lane Width(ft) Walking Speed (ft/s) Percent Blockage Right turn flare(veh) Median type None None Median storage veh) Upstream signal(ft) pX, platoon unblocked vC,conflicting volume 32 68 95 92 58 104 102 32 vC1,stage 1 conf vol vC2,stage 2 conf vol vCu, unblocked vol 32 68 95 92 58 104 102 32 tC,single(s) 4.1 4.1 7.1 6.5 6.2 7.1 6.5 6.2 tC,2 stage(s) tF(s) 2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3 p0 queue free % 100 100 99 99 99 100 100 100 cM capacity(veh/h) 1581 1533 885 798 1008 863 787 1042 a 3t,. x ' c ?' r a" a x .g "rE• x oaf a `7'` ` f *` r'S"'$ . . r Volume Total 68 33 27 3 Volume Left 0 1 12 0 Volume Right 21 0 9 2 cSH 1581 1533 897 941 Volume to Capacity 0.00 0.00 0.03 0.00 Queue Length (ft) 0 0 2 0 Control Delay(s) 0.0 0.3 9.1 8.8 Lane LOS A A A Approach Delay(s) 0.0 0.3 9.1 8.8 Approach LOS A A Average Delay 2.2 Intersection Capacity Utilization 13.8% ICU Level of Service A Synchro 5 Report Page 1 TRANSPBELL-ST51 HCM Unsignalized Intersection Capacity Analysis 3: SE 184th St& 120th Ave SE 10/2/2005 Lane Configurations 4 4 4. Sign Control Free Free Stop Stop Grade 0% 0% 0% 0% Volume(veh/h)0 124 19 6 77 0 11 6 17 0 1 2 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate(veh/h) 0 135 21 7 84 0 12 7 18 0 1 2 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare(veh) Median type None None Median storage veh) Upstream signal(ft) pX, platoon unblocked vC,conflicting volume 84 155 245 242 145 264 252 84 vC1,stage 1 conf vol vC2,stage 2 conf vol vCu, unblocked vol 84 155 245 242 145 264 252 84 tC,single(s) 4.1 4.1 7.1 6.5 6.2 7.1 6.5 6.2 tC,2 stage(s) tF(s) 2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3 p0 queue free% 100 100 98 99 98 100 100 100 cM capacity(veh/h) 1513 1425 704 657 902 668 648 976 Volume Total 155 90 37 3 Volume Left 0 7 12 0 Volume Right 21 0 18 2 cSH 1513 1425 780 835 Volume to Capacity 0.00 0.00 0.05 0.00 Queue Length (ft) 0 0 4 0 Control Delay(s) 0.0 0.6 9.8 9.3 Lane LOS A A A Approach Delay(s) 0.0 0.6 9.8 9.3 Approach LOS A A zzce,,}, a, `„., e e"%. F* &'' .y 'z,v,''' ay 't `' Y' "'* s„ ;.. p "' fi'. s sfiA,s'a3gY ""'°"' .,aw 4 >A.u...:,,i..... .,,:, .. .<..,6s.r., s...,1,., ,xx.,.,z»L.. ....<x. s. ea % xanr x.„a,..,F:;.a:£e..ba...,._,..-.,x,ar 3. Average Delay 1.6 Intersection Capacity Utilization 18.3% ICU Level of Service A Synchro 5 Report Page 1 TRANSPBELL-ST51 Traffic Count Consultants, Inc. Phone:(425)861-8866 FAX:(425)861-8877 Turning Movement Diagram w 8 r et 0 Is 3 5 NH SE 184th Street 2 1 0 SE 184th Street A A 0 4,--) 33 iiiiii 21 22 82 miry 1 59 I 0 IP 49 32 37 V 17 A V 10 5 5 W cn av d 19 20 Check w In: 94 N < 39 Out: 94 HV PHF Intersection: 120th Ave SE @ SE 184th Street EB 2.0% 0.68 Location: Renton WB 0.0%_ 0.79 Date of Count: Thurs 8/19/05 NB 5.0% 0.83 Peak Period:4:30 P - 5:30 P SB 0.0% 0.38 Checked By: CMW Intersection 2.1% 0.90 Prepared For: Traffex TMO1p05b096 k it la Traffic Count Consultants, Inc. Phone:(425)861-8866 FAX:(425)861-8877 Vehicle Volume Summary Intersection: 120th Ave SE @ SE 184th Street Date of Count: Thurs 8/19/05 Location: Renton Checked By: CMW Time From North on(SB) From South on(NB)From East on(WB) From West on(EB) Interval Interval 120th Ave SE 120th Ave SE SE 184th Street SE 184th Street Total Endin at T L S R T L S R T I L S R T ...L......S. R 4::1$:P::: ::::Q::::::.::: :::::: :::::: ::::::.: :0 :::::::: :.:::: : a:: : .:a....... _..,,.....3 ......1 _ ._..Q..., ...1. . ..2... __.0.... ..Q.. ...Q......a_. .._.3........1 a.... 4:30 P o 0 3 0 0 1 1 0 0 2 3 0 0 2 6 5 23 0:4.45.:P:: :::0::: 0: :: :::::0 :: ::::0. ....::1....i .0... .:1:::: :. ::::b ::: • :::5:::: . .U::;::: Il.....:•0:i:::: i4 . 4..: 6` 5:00 P 0 0 1 1 0 3 1 2 0 1 5 0 v 1 0 4 4 22 5t15:P:::::::::0:::::::::0.::::: :::::0:::::::::::::::D:::::::::: ::::0:::::::::is 3::::: :::S::: : :P.::? :0:::: :::0:::: 4:::::::0: :: :0::: 0:::::: :6:::: :::::5:::::::::::::21:::::::: 5:30 P 0 0 0 0 1 3 1 2 0 0 7 0 0 0 8 4 25 6:4$:pc.:::: . 3;:::::::::::::: :::.::::: :: :::; 0 :::: :::::: :::::::::::: ;:::. ::;: :::::::::.:::::::::.::::::::: :..; ; :::::•::::::::::::::: ::::::: 6:00 P 0 0 2 0 0 3 0 2 0 0 3 0 0 0 5 7 22 6::15:P::::::::0::::::0:::: 0 :::::::0=:::::::::0::: ::::::0:::: ,:::::0:::: :::::Q::: n: f}:::::: 0:::::::::::U::::::::::Q::::: ::0:::: :::0::: :b::::: ::::::T? :::...... ....... ....... ... .. ........ . . . .. .. 6:30P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6 45:P:::::::::0: :0::::: ::::::0:::::::: :::f1::::::::: ::::0:::::::::::::0::::::• :::O:K:: : 0: :0:::: :::::0:::::.:::::0::::: 0: :::j:0:::::::::.0: :::::::0:::::•:::::0:::::::::::::::: 7:OOP 0 0 0 0 0 0 0 0 0 ' 0 0 0 0 0 0 0 0 Total Survey 0 2 8 2 1 21 7 10 0 6 34 0 1 3 52 33 178 3 Oj: ?. .'::....::..:.:...:.......:..•_...•..,..•3i:::::,:,,'.''•''.''.''.'`''.`:'.:::'.::'.:'.:'.:;€€;€€€ i; €'€; iiiiii€€ €€€€€{€{ €ii!iii €€€'. :€€:i'. iQ..... .....tic.............r I tfr# jt:::::.::.::::::::::::::::::.:..::...:.:.•.•.•.•.•.•..:..•.•.•.:.:.:.:......:.:.:.:...:.:.::.:.::.:.:.:.:. Total 0 ) 0 1 ` 2 ' 1 10 1 5 5 0 ` 1 21 0 1 1 0 32 I 17 94 Approach 3 20 22 49 94 HV 0%5% 0% 2% 2% PHF 0.38 0.83 0.79 0.68 0.90 BICYCLISTS: North South East West Totals PEDESTRIANS: North South East West Totals FROM: 1 0 ACROSS 1 0 2 1 1 2 2 0 3 2 2 3 1 4 5 4 0 4 1 1 5 1 1 5 0 6 0 6 1 1 7 1 1 7 1 1 8 0 8 0 9 0 9 0 10 0 10 0 1 1 3 1 6 2 6 0 0 8 TMO1p05b096 Apr 02 07 05: 26p Cliff Williams Belmont Ho 2069331049 P• 1 elmont Homes, Inc. FACSIMILE TRANSMITTAL SHEET TO7----- FROM, 7-e.—el jte Chff Williams CO& NAL DATEe v, 7..z, c.7 ...7i --/-7 --7 FAX NUN IR; \ TOTAL NO. ;PA IS I CLUDING covrat PlIONI (LI<:.maleit,0 gnv- .3 SENDER'S REF IRF:NCE NUMB17.R: R li: e•Th YOUR REFERENCE NUMBER: tLZ 63 0 URGENT 0 FOR ACTION 0 PLEASE REPLY 0 PLEASE REVIEW 0 AS REQUESTED NOWS/COMIENTS: 641.4 4....±./ 7 7 5'6 / 78 AP_, "61 ce Cif crocivA/71 . ei A I b. 4 P.O. BOX 2401 KIRKLAND. V-.1 98083-2401 TEL 206 714-7161 F.XX 206 933-1049 EAli,ibit No. ../ „./ Item No H7sZi 1 Recetvcd Kino County Heal iug Examiner Rpr 02 07 05: 26p Cliff Williams Belmont Ho 2069331049 p. 2 10/27/05 15:32 FAX 208 3438402 UNIT 4 Pacific NW Title li1008/008 n - L,V's.+-++.Ir}%fit:'j{'251.`i:}h::;-.:.t- eY.'i This is a re-recording of the previously recorded Easement recorded under 7404250462. EASEWT m, the undersigned owners of a tract of land located in King County, Washington, legally described as: That portion of the H.S. 1/Z. or B.W. 1/4 of Section 33, Township 23 north, Range 5 East, W.E., described as follows: Beginning at the H.E. corner of said eubdivieian; thence N. 88°49150" west along the north line thereof 453.121 to the true point of beginning; thence S. 1°03114" W., 1438.091; thence S. 79°58114" W. 10.191; thence S. 1c03'14" W. 350' to the northerly line of an existingt601 wide e d. roadwaa Y yaeE.ase3501; wont; thence S. 79°58114" U. along said lire 20.38 , thence S. 7c°e917.4.° W. 10.19'; thence N. 1 03'14." E. 271.011 to the north line or said subdivision; thence S. 88 49'50" E. along said line ll0' to the true point of beginning; AL50 That portion of the S.E. 1/4or s.W. 1/Li. of Section 2a, T. 23 E., R. 5 E., w.Y., described atethe1&.K. corner of said subdivision; thence W. 88°49150" W. Beginning 1 do the truepoint of beginning; thence j alcrg the sotft line thereof 1 53.12 o Q continue N. B$ 0150" W. along said line 02; thence N. th 1 03'1ea"erlytolththe sa;d V southerly lire .* S.E. 176th 3t. (Petrovi s Road); r` g line to a point which bears N. 1°03'14a o. from the true point of beginning; thence S. 1°03114" W. to the trae point of beginning. do hereby grant a permanent easoment for ingress, egress and utilities upon said property for the benefit df the following described property: That ortic: of the northeast quarter of the northwest quarter of section 33p'township 23 north, range 5 teat, W.i1., in King County, Wash., described as follows: thenceeginxingatthenortheastcornerofsaidsubdivisionandrunning north @ 049150" west along the northerly line of said /subdivision, 273.1e feet to the true point of beginning of tract herein described; thence south 1 03'liia west 752.47 feet; thence south 790581W west 1107.52 feet; thence north 1°03'14" 33°49'SO"7eastfeetaltoangtaid northerly line line, 400.08 feetitothe true point of south== beginning. Thie easement is for the benefit of the Grantors, their heirs, successors and assigns. E cuted et Renton, King County, Washington, this ?1 thday of Play , 1974. : 45-1-044'•., STiTE 0P WiSHI":GPOW) COMITY OF 24 0- day of) SS 1974, before me personally appeared Gene. L. ErwinwErwinOnt and Joanne , 3rwin, a wife, to me':lmotirti to x the individuals laeaaribedtiiu and who executed the withinand foregoing instrument, end aclmow , t and they signed the same -as their free and voluntary act and deed, ` purposes therein mentioned.tom '-q - e given undo' my hand and official seal this z f oY y a any Washington residing at . x,3` In witness whereof, said corporation has caused this instrument • executed by its oroper of`.'taers and its corporate seal to be bereunnto affixed this 28tb day of 1974. GREAT worm TX=FILL SAMOS Alai .,_.., ,'41.' 1% Excise Tax Not Required Wamil. Y.E, 1Gag•Co Comptroller TicerdeIY lsy- 171 Ar ,fig y 1 Apr 02 07 05: 26p Cliff Williams Belmont Ho 2069331049 p. 3 10/27/05 15:32 FAX 206 3438402 UNIT 4 Pacific NW Title a 007/008 u 1.R•• .. -• ic--- :3:n_::ii.;: L.. -L..i....1.'.'-c.uG, _-?1, ?'a .___ ,_+,-v,•. ,x;G,r. . D STATE OF WASE32,Y0TO:l ) CQNTY OF > ]rc s On this 2Bth day of , , 1974, before me, the undersigned; a N- .l kJ 41, is . 7 SY''lr g`'-'in and for the State of esliinbton, duly commissioned and sworn, appeared Q. C. Dull and R. L1. 3OZS to ' ,• s the seat.viee President andviee Presideatf 4 s respectively, tire'•`, i'w - Weatern Unica Federal Savings i Loen, the corporation that exec going instrument, and acknowledged the said instrument to be the '•wJ voluntary act and deed of said corporation, for the uses and •dap.,1• mentioned, and on oath stated that they are authorized to execute instrument and that the seal affixed is the corporate *cal of said do`4 ion. Witness my hand and official seal hereto affixed the day and year first above smitten. Notary Pu a in an Yar• the State of R aaeaington, residing at Settle t Oe this Z' day of /!,# i. 1974, before sea, the uedezeigaed, a Nets* Public WinandfortheStateofsleieston, duly eoeadseiorred sad sworn, peraoaally appeared BUGS MEET, Administrator of the Estate of imuL vaunt NICE ., deceased, to se keoem to be the iedividual described in and who executed the foregoing Lestseocets and macaeladgdd to me chattel( signed and sealed this said instrument as hiefrea zed volosta y sat sad dead for the uses sod purposes therein mentioned. GIVES valor my band and official seal this . - day of f/ 19 •- fi , er reit ", D , •1 . r o zOr C to for 3 r-s Of Wasb ° , madding as 1.a. tiyn• r1V t.pS r r 6 VI 0' 0 a• v sty° riEC0 ROE D g 4° EST c. e,4Of 1574 2g 29 PA 12 22 0 FL for Record at Request of F c h.:, E,.E; c. kb'. 1 giommosalig Apr 02 07 05: 26p Cliff Williams Belmont Ho 2069331049 p. 4 10/27/05 15:32 FAX 206 3438402 UNIT 4 Pacific NW, Title @l008/008 OOBQ 11 1CN. B t 1$ 1 _ _1 1_2 g69., Usk_' N:\f.. 2D0896-id: ` E2! u eso 117os73-12' i76THV ST.) lS E_ f.r_ . al 0505290783.-32' fiCio972- 2' BBQ 0$19 8603301052-12' 0 OB% -12 0 is: 40. g 44 E n ecr iv 11500 iF 9 11189D 9280 SF ate y0 1927 ib ii1__78 922 zip 1927 VAC- 06i0. 8293 10-19-87 70 c. 20070200103.12 17 7000A 23919f m 9 70 26-23-6 i40 29-23-V 98-49-50E a00- i 170A. mr r t cm oi.es,0 4 as nu m f 1i Alt 1 n} P 3.93 AC i i" 9021 3.77 AC 9023 0 0 6v i.94 AC 0 0 O fig° lA E oPry s qf b O t' I c fog„El le a a5esaf w A 9080 3588sf • N 7g-52-1 41.<6nlii 9079p N '- - LOT A e J ID i 6 R f w 41895. 8 4i885* 9073 - 9078 Eti 79-'...., - _ 0±-240...-46-69' '' 6 14 7173.i•' . 1- -,' ‘ • war 9'9 d PLAT OF GROSS PROPERTY Permit Approval Conditions Document Fire System Review Tracking Number: LO5P0001 The following conditions apply to the Fire Engineering approval of the above referenced preliminary plat: AA01 EICHHORN Any questions regarding the fire review of this plan should be directed to: Paul Eichhorn, Fire Engineering Supervisor Telephone: (206) 296-6741. FH01 FIRE HYDRANT WATERMAIN PERMITS A separate permit is required for the installation of watermains and/or fire hydrants. Submit three 3) copies of drawings and specifications to DDES Building Services Division Permit Service Center for a permit application. Review and approval by Fire Engineering Section is required prior to installation. Plans shall include,but are not limited to; pipe sizes,pipe type, valves/fittings, thrust blocks and/or rodding and material listings. Fire hydrants shall be installed per K.C.C. Title 17 Watermains shall be installed and tested per AWWA standards and/or NFPA#24 (STANDARDS FOR PRIVATE FIRE HYDRANTS AND WATERMAINS); as applicable. Ref. 1001.4 UFC NOTE: UNLESS SPECIFICALLY NOTED,ANY WATERMAIN OR FIRE HYDRANT DETAILS ON BUILDING PLANS/DRAWINGS HAVE NOT BEEN REVIEWED OR APPROVED. FH74 PRELIMINARY PLAT APPROVAL Preliminary Fire Engineering approval has been granted based upon the following information provided. To obtain final Fire Engineering approval, the following item(s) must be submitted to the DDES permit service center; reviewed and approved: I. Certificate of Water Availability. (Provided by appropriate water purveyor). Valid one year from date of signature. Minimum acceptance flow shall be 1000 gallons per minute at 20 pounds per square inch residual pressure. II. Three copies of plans indicating: A.Fire hydrant(s) location - measured by vehicular travel distance. (K.C.C. Title 17) Residential 1. 700 ft. maximum spacing. 2. Not more than 350 ft. from each lot. B. Watermain placement(K.C.C. Title 17) 1. Source (i.e.) supply connection. 2. Main sizes identified. C.Fire access roads Ref. IFC, Sections 501 through 503, 2003 addition 1. Minimum 20 ft. wide unobstructed - 13'6"vertical clearance, unobstructed. All-weather surface, able to withstand 25 tons. Fire Systems Review Approval Conditions Page 1 of 2 MAIN FILE COPY 2. Fire access roads in excess of 150 feet (dead-ends), must have an approved turn-around area. Access road shall extend to within 150 ft. of all portions of building exterior walls. Required turn-arounds must be a minimum 80-foot diameter Including temporary turnarounds************ 3. Fire access roads must provide 20-foot minimum inside turning radius and 40 outside turning radius when said roads change direction. 4. Fire access roads shall not exceed 15% grade. 5. The required width of any fire apparatus access road shall not be obstructed in any manner, including parking of vehicles. Minimum required widths and clearances established under this section shall be maintained at all times. D. Marking when required, approved signs or other approved notices shall be provided and maintained for fire apparatus access roads to identify such roads and prohibit the obstruction thereof or both. Ref. IFC, Sections 501 through 503, 2003 edition FH77 FINAL PLAT APPROVAL Final plat approval requires an inspection and approval of the fire hydrant and water main installation by a King County Fire Inspector, prior to recording. Call [888]546-7728 to schedule an inspection; after a permit to install has bee obntained from DDES; Fire Protection Engineering. Fire Systems Review Approval Conditions Page 2 of 2 VO04\04127\Preliminary\04127POI.dwg, 2/9/2005 11:53:37 AM, KIP 6000.pc3 120TH AVE. SE, 914.82 w 0 0 in J O O ? 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L. 11w11VA4 F? 10,11" FpL.'A y GOSS PROPERTY P.O. Box 2401 Tneyards Kirkland, WA 98083-2401 ConstructionLLC Office: 425/893-8478 I Fax: 425/893-8498 14711 NE 29th Place, # 101 Bellevue, Washington 98007 CORE 425.885.7877 Fox 425.885.7963 zw DESIGN ENGINEERING • PLANNING • SURVEYING m 0 0 00 o O A 1 4 m 0 00 C; 4 o N n D; m n N f 2 i A : K () m o °r=° u M m 4M TO M rn01QD Zt-- 4 c 7- rnZUl Z < LO C Z tnP Z N ' ZP m O A O a,rt J. sc\ d 555 1' BT1S'•' AL LAB EXPIRES: 4/ 29/06 M i. 3 L., h.. n O7C;-U< Oz m Z mn 0 U N EO( 1 13% (0 FEZ xi O -4 s z O NL z O N O NO r REVISIONS DATE 1 Site Plan) 02- 09- 05 Fire District 40 Prevention Division 10828 SE 176 Street Office 425-255-0931 Renton, Washington 98055 FAX 206-296-7742 April 3, 2007 Chad Tibbits KC DDES Project Manager 900 Oaksdale Avenue SW Renton, WA 98055-1219 RE: DDES File No. L05P0001, Goss Subdivision Per Recent notification from the King County Department of Development and Environmental Services for a Public Hearing scheduled for the above proposed subdivision on April 3, 2007, please accept the following response from the local fire jurisdiction, King County Fire District 40. After reviewing the preliminary plat map received for the proposed plat "Goss Subdivision", located on the south side of SE 184th ST, east of 120th Ave SE, Renton, WA, I would like to address the following concern regarding street widths for this subdivision. According to the preliminary plat plans, it appears that the proposed road width is 35 feet. If this is the actual road width and not the total right of way, there would be no concern about adequate Fire Department emergency access and no objection to vehicles parking on both sides of the street. However, because the plan does not show any indication of sidewalks or other easements that could cause a reduction to this width, I am concerned that they may be added at a later date. If,there were to be 5 foot sidewalks(width required for accessibility) added on both sides of the proposed street, the road width as shown could be decreased by 10 feet, thus, changing the street width to 25 feet. If, for any reason, the surface road width is decreased to less that 28 feet it is requested that "No Parking-Fire Lane" signs be installed on both sides of the street prior to occupancy of any of the above proposed lots. If the road width is 28 to 36 feet, it is requested that"No Parking-Fire Lane" signs be installed on one side of the street prior to occupancy of any of the above proposed lots. For any road width greater than 36 feet"No Parking" signage" would not be required. The minimum road width per King County Code 17.04.370 and the International Fire Code, Chapter 5, Section 503.2.1 require a minimum of 20 feet clear,unobstructed width. Per RCW 46.44.010, vehicles may be a total of 8 feet 6 inches wide,not including side mirrors (with mirror allowance the vehicle can be up to 9 ft). Therefore, a road that is 25 feet wide with cars parked on both sides could have its drivable road width reduced to 7 feet. Obviously, this width would not be adequate for fire department emergency operations. If parking were allowed on one side the drivable road width would be reduced to 16 ft, again not enough for fire department emergency operations. Exhibit No. AI Item No. L--0-Cea0 \ Received Y 3-oi 1'King County Hearing Examiner A little background on why we need 20 foot fire lanes. The 20 foot dimension of the fire department access road is based on the size and height of emergency vehicles, their turning radius and the fact that emergency vehicles may be required to pass each other on the access road. Our fire apparatus are at least 9 feet wide from mirror to mirror. As you can see, in order for them to pass one another in an emergency response situation the full 20 foot road width would be absolutely necessary. When the fire truck is in an emergency stationary or action mode, the side cabinet doors may be open adding a couple of additional feet to the vehicle width. Also, in order to utilize the ladders off the side of the truck several feet of additional space is required. How tragic and unacceptable it would be to find ourselves in the position of not having enough room to lower the ladders for use in rescue. Anything less than 20' feet could seriously affect the ability to reach our response target, thus putting citizens at high risk for serious injuries or untimely death. Seconds may make the difference between saving and/or losing a life. It is my understanding that this sub-division is required to have fire sprinkler systems installed to mitigate the sub-division's problem of exceeding the 100 lot limit. This is all well and good, however, a residential sprinkler system is provided to allow time for safe egress; it is not designed as a means of total fire suppression. Providing a base for firefighter operations is critical. Firefighters will still need to conduct fire ground operations and to do this they will need the full required 20 ft road width; to give them less may compromise the safety for both, citizens and firefighters. Undermining the fire services' ability to do their job by reducing standards that have been put into place to help protect the integrity of required access and response time standards is, in our estimation, a future disaster waiting to happen. (Note: The International Fire Code Commentary states "Twenty feet is the appropriate width needed for two average-size fire trucks to pass one another. If that width is reduced by parking even on one side, it will be potentially difficult for a fire department to undertake emergency operations in that area." If the 20 ft road width is compromised by allowing vehicles to park reducing the required width, we will then be left with a legacy of inadequate road widths that may reduce response times, impair fire ground operations, create firefighter safety issues and generate distress for homeowners who are in need of emergency aid or fire suppression efforts and find that their expectation for rapid fire department response is compromised because of inadequate access. Thank you for considering this matter. If you have any questions, please feel free to contact me at 425-255-0931. Sincerely, Sandy Haydock Deputy Fire Marshal NrQO 1 a U CO Q µ Li- F— C 0) N 4 ' U C UiCC (n T= O 0 N a3 O — .0 C O LL N ,_ >, co e.ry w 4 ^• K l b CD Ti a) r a c.) L4- 1 c , 0 f so >, aIw,cn V/ F I".. 2'W r! f. to ri U 1.1 LL.O D U o a.) y m ° 8E 1 _- C.)cn O 4 t. cu ca cp Q 0a) o a c I o w c v a) L E TlO iA.. CI) Tro 0 0 •_ o O W CtIl CDo `1 QC L • 0_ CO o O 0 0 •C s ki a) Di U D N CD ivm ' I c. N o o0) 4 p o 0Wil% 'o o -0 o 0 0 0 1 Poem''. c a) Z 1' v N 0 CO CO OFFSITE: Widen the south side of SE 184th Street, from the subdivision boundary to the intersection of 120th Avenue SE, to provide a school walkway. In accordance with the requirements of KCRS Section 3.09, construct any one of the following improvements: a full-width (8 feet) paved shoulder, a paved walkway(at least four feet in width) separated from the eastbound vehicle travel lane by the gravel shoulder required of approval of Road Variance L05V0079, or an extension of the plat urban frontage improvements (i.e. concrete curb, gutter and sidewalk) to the intersection of 120th Avenue SE. Exhibit No. /4* Item Na. -.96Q000 1 Received Y-123-a' King County Hearing Examiner King County, Washington DOCUMENT TITLE: Emergency Access Easement Agreement REFERENCE NUMBER(S)OF RELATED DOCUMENTS: Additional reference numbers on page(s) of document. GRANTOR:1. John A Brooks and Virginia M Brooks 2. Colin R Thorpe and Susan A Thorpe 3. Lyle H Lapp 4. Peter D Welch 5. James A Bentley 6. Carol L Oppen GRANTEE:1. Public for Emergency Access Use Only ABBREVIATED LEGAL Ingress, Egress and Utilities Easement Recorded No. DESCRIPTION: 7405290514 in King County, Washington Additional legal on page_of document. ASSESSOR'S TAX PARCEL NO(S). 1. 3323059076 2. 3323059078 3. 3323059079 4. 3323059080 5. 3323059022 6. 3323059023 EMERGENCY ACCESS EASEMENT AGREEMENT THIS EMERGENCY ACCESS EASEMENT AGREEMENT (the "Agreement") is made and entered into this Day of 2007, by and between Public ("Public") and John A Brooks and Virginia M Brooks, Colin R Thorpe and Susan A Thorpe, Lyle H Lapp, Peter D Welch, James A Bentley and Carol L Oppen based upon the following: Exhibit No. Item No. L ,T 0001 Received " 3"e King County Hearing Examiner RECITALS A. John A Brooks and Virginia M Brooks, Colin R Thorpe and Susan A Thorpe, Lyle H Lapp, Peter D Welch, James A Bentley and Carol L Oppen are the owners of certain real property located in King County, Washington, and legally described in attached Exhibit A ("Grantors' Property"). B. The above listed properties are the benefactors of a shared ingress, egress and utilities easement (Recorded No. 7405290514 in King County, Washington) which transects the listed properties. C. The grantors do hereby grant a permanent ingress and egress easement upon said recorded easement for the benefit of use as an emergency access route for emergency providers. AGREEMENT IN CONSIDERATION of the mutual promises and covenants contained herein and other good and valuable consideration, the receipt and sufficiency of which are hereby acknowledged, the undersigned covenant, stipulate and agree as follows: 1.Grant of Easement to Public. The Grantors grant and convey to Public a perpetual, non-exclusive "Easement" for ingress and egress over, on, under and across that portion of Grantors property described as Easement Recorded No. 745290514 in King County, attached Exhibit B. 2. Easement to Remain Clear. No party may place, store, construct, erect or install upon the Easement anything whatsoever that impedes the free ingress and egress across the Easement except for a retrofitted gate to accommodate emergency providers. 3. Termination of Easement. Public agrees that all or any portion of the Easement shall terminate automatically in the event Grantors shall dedicate all or such portion of the Easement for public right-of-way, or in the event that an altermate access becomes available that is acceptable to King County, or it's successor agency. 4.Severability. The invalidation by any court of any reservation, covenant, restriction, limitation or agreement herein contained shall in no way affect any of the other provisions hereof and the same shall remain in full force and effect. 5.Runs With the Land. This Agreement constitutes a covenant running with the land affecting Grantors' Property, and shall be binding upon and inure to the benefit of the respective owners, and their successors and assigns. DATED this _ day of 2007. By: Its: Owners By: Its: Owners By: Its: Owners By: Its: Owners By: Its: Owners By: Its: Owners STATE OF WASHINGTON ) ss: COUNTY OF KING I certify that I know or have satisfactory evidence that is/are the person(s) who appeared before me, and said person(s) acknowledged that he/she/they signed the instrument and acknowledged it to be their free and voluntary act for the uses and purposes mentioned in the instrument. DATED: 2007. Print Name: NOTARY PUBLIC in and for the State of Washington, residing at My Appointment expires: Use this space for notarial stamp/seal) STATE OF WASHINGTON ) ss: COUNTY OF KING I certify that I know or have satisfactory evidence that is/are the person(s) who appeared before me, and said person(s) acknowledged that he/she/they signed the instrument and acknowledged it to be their free and voluntary act for the uses and purposes mentioned in the instrument. DATED: 2007. I'rint Name: OTARY PUBLIC in and for the State of Washington, residing at I y Appointment expires: Use this space for notarial stamp/seal) Emergency Access Easement_ Go ss.rtf/5 @8 Y03!/017415.00001 STATE OF WASHINGTON ) ss: COUNTY OF KING I certify that I know or have satisfactory evidence that is/are the person(s) who appeared before me, and said person(s) acknowledged that he/she/they signed the instrument and acknowledged it to be their free and voluntary act for the uses and purposes mentioned in the instrument. DATED: 2007. rint Name: OTARY PUBLIC in and for the State of Washington, residing at y Appointment expires: Use this space for notarial stamp/seal) STATE OF WASHINGTON ) ss: COUNTY OF KING I certify that I know or have satisfactory evidence that is/are the person(s) who appeared before me, and said person(s) acknowledged that he/she/they signed the instrument and acknowledged it to be their free and voluntary act for the uses and purposes mentioned in the instrument. DATED: 2007. rint Name: OTARY PUBLIC in and for the State of Washington, residing at I y Appointment expires: Use this space for notarial stamp/seal) STATE OF WASHINGTON ) ss: COUNTY OF KING I certify that I know or have satisfactory evidence that is/are the person(s) who appeared before me, and said person(s) acknowledged that he/she/they signed the instrument and acknowledged it to be their free and voluntary act for the uses and purposes mentioned in the instrument. DATED: 2007. Print Name: OTARY PUBLIC in and for the State of Washington, residing at I y Appointment expires: Use this space for notarial stamp/seal) STATE OF WASHINGTON ) ss: COUNTY OF KING I certify that I know or have satisfactory evidence that is/are the person(s) who appeared before me, and said person(s) acknowledged that he/she/they signed the instrument and acknowledged it to be their free and voluntary act for the uses and purposes mentioned in the instrument. DATED: 2007. I'rint Name: OTARY PUBLIC in and for the State of Washington, residing at I y Appointment expires: Use this space for notarial stamp/seal) EXHIBIT A Legal Description — Grantors' Properties That portion of the northeast quarter of the northwest quarter of Section 33, township 23 north, range 5 east, W.M., in King County, Washington, described as follows: Beginning at the northeast corner of said subdivision and running thence north 88°49'50" west along the northerly line of said subdivision, 273.12 feet to the true point of beginning of tract herein described; thence south 1°03'14"west 752.47 feet; thence south 79°58'14" west 407.52 feet; thence north 1°03'14" east 831.72 feet to the northerly line of said subdivision; thence south 88°49'50" east along said northerly line, 400.08 feet to the true point of beginning Emergency_Access Easement_Goss.rtf/5@8Y03!/017415.00001 EXHIBIT B Legal Description— Easement No. 740529514 in King County See attached copy. Emergency_Access Easement_Goss.rtf/5@8Y03!/01 741 5.00001 10/27/05 15:32 FAX 206 3438402 UNIT 4 Pacific NW Title Ij006/008 N'.'",.;t: ' i .L?.N;::tuT- rc: Gs!sL =k. you a,...K i.-..w ,_.,T..,z,,e:' -_.,...... This is a re-recording of the previously recorded Easement recorded under 740425011-62. EASE NT 1vc, the undersigned owners of a tract of land located in King County, Washington, legally described as: That portion of the N.E. 1/4 of N.W. 1/4. of Section 33, Township 23 North, Range 5 East, W.M., described as follows: Beginning at the N.B. corner of said subdivision; thence N. 88°49'50" west *long the north line thereof 4.53.12' too he true point 9of beginniceng' thence S. 1°03'14" W•, 438.09'; thence S. 79 5B 311. 1c33114." W. 350' to the northerly line of an existing 60' wide roadway ease- aent; thence S. 79°5B,14" W. along said 11.1.1e 20.38'; thence R. 1003'14•" E. 350' ; thenoe S. 7:°53'114." W. 10.19'; th nce N. 1 03'14" E. 271.011 to the north line of said subdivision; thence S. aa 49'50" E. along said line 40' to the true point of beginning; ALSO That portion of the B.E. 1/4of S.W. 1/4 of Section 28, T. 23 N., R. 5 E., Q W.,1., described as follows: Beginning at the S.$. corner of said subdivision; thence N. 88°49'50" W. alenr the sout line thereof 453.12o to the true point of0beginning; thence Q continue N. 88 9'50" W. along said line 40'; thence N. 1 03.14" E. toe g southerly line .r S.E. 176th St. (Petrovi Road); thence easterly along said line to a point which bears N. 1°03'14" •+4 from the true point of beginning; thence S. 1003'14" W. to the true point of beginning. do hereby grant a permanent easement for ingress, egress and utilities upon said property for the 'benefit 6f the following described property=That portion of the northeast quarter of the northwest quarter of Section 33, •township 23 north, range 5 oast, '+l.L, in King Gonnty, Wash., described as follows: thencee&inning at the northeast corner of said subdivision and running north B8°49'50" vest along the northerly line of said subdivision, 273.12 feet to the true oint of beginning of tract herein described; thence south 1°03'11 " west 752.4 feet; thence south 79°5B'14" west 407.52 feet; thence north 1°03'14" east ' 0et to thesaidnortherlynortherlylineline, 400.08ufeetito the thence pointsouth of 495 "a set along beginning. This easement is for the benefit of the Grantors, their heirs, suceeasora and assigns. E cuted at +Manton, King County, Washington, this ? hday of MAY , 1974. 414 eueem:- sTrim OP WASHIi GPON) COUNTY his i vl1Gda of 1974, before me personally appeared Gene- L. Bruin L snd t Joanne i.... .. Y. Twin, a wife, to me'dcnoxn to oe the individuals deseribedtin and who executed the within and foregoing instrument, and acIcnow and they signed the same •as their free and voluntary act and dead, ` purposes therein mentioned. 1 4iren under my hand and official seal this 2¢ of/9 -7. ' a Washington residing at - r;. ' In witness whereof, said corporation ha:a caused this instrument t$` '•e executed by its proper officers and its corporate seal to be hereunto affixed this 211th day of __IN'....,___, 1974- MUMTIMERMflUMEOMMOML gaV pED Iii- 990 1% Excise Tax Not Required i1dt By ly le , Mice 8reeit 10/27/05 15:32 FAX 206 3438402 UNIT 4 Pacific NW Title tJ 007/008 1,41, - ..." ... aY:yL[L`:a- . ram;=.4GX,:,L,7:".;:7-t:wr' a :. .ram" ._....7 3•< <-C- i-fia':'= ti.•--•u.r.fir -.+.-.r.• Y. .-4+-. , STATE OF WASHI20GTON ) AUNTY OF KING SS 0. On this 28th day of May , 197a•, before me, the undersigned, a x = s i„ 4 is in and for the State of ash ington, duly commiaeinned and sworn, 'E r g, ' - appeared W. C. D.OMM ffi:BR and R. W. 3U1LBR to r the Aset.Yice Preeident andViee Preeideat respectively, late`.e, ?rW Western Union Federal Savings c Loan, the corporation that exec iol going instrument, and acknowledged the said instrument to be the% b . P voluntary act and deed of said corporation, for the uses and puro do, - mentioned, and on oath stated that they are authorized to execute ' instrument end that the seal affixed is the corporate seal of said do's ion. Witness my hand and official seal hereto affixed the day end year first above vritten. a7 Notary Putaic in and for the State of MT Washington, residing at Sea tle tqi 2 5' s y COMM OF tt as 1.4 f•.a 1".-r`'."'l on this 2-9 day of 14711 1974, before me, the undersigned, a Notary Public in and for the State of Washington, duly eaediasioned sad ewers, personally appeared EDGE cum!, Administrator of the Estate of BMA MAIMS MMLCBASL, deceased, to ae heave to be the individual described in and who neecpttsd the foregoing instrument, and acimonledged to me that he signed and sealed this said mats at ea his free and voluntary act and deed for the uses and purposes therein aeationed. GIVEN under my hand and official seal this - day of ii. 19 - ter = er - '' . - D1704r.a AMMY - ' C in and for •• --:e ' t rl of Washington, residing at =t' •.r..,. ' a 7 w„• r" La. 4 J G tot ti N deJ S0 r d y5 a° cr. tip ckz oo• LIN o 1ECORDED _ y Wow' 4° ESi 1E oS 0 4 67G VI' 2n 114 12 22 0 g FRI D for Record at Request of ' KE,-h .:• .: E+"; tasilt 2 c4 i'lR !- 10/27/05 15:32 FAX 206 3438402 UNIT 4 Pacific NW Title - 0008/008 is DDss 12 11 3 -1 — y -i!-?8504280398-12 N -85D11 70673-i2'- v a N. Q N S.E. 176TH ST.) — 95062807: -12' id•010972- 2' 880113081E 8601i01052y12' @5D829DBB 1 14.13..2.,D.2 p0 h 5 ASin0n01 11550 iF 29 2 18860 0 9 tio'22 e9 Z gita8 90F 3 , 90$ 1 9250 SF 17387 BF ti.,,° -------, 0 1327 i i f, 94Z9 r3 2pv 1327 Fi 173• 9 I 3 0 vac- ORO. 8263 70 70 r 10-19-87 fv 9-- 200- 7000. 23919# 9086 9088 xr, 9: 70 28-23 i.0 28-23 n 96•-4950E i 0 `" 170 G',y'°2 v 9. o. WI 0 cbiv rts tar r. 171339f fistQ 3.53 AC 1 jA9021 1.77 AC . O 9023 0 00 16;' 1.94 4C o 2s 9022 -as prZo Z 9 v p 79'0 E 1 LP' l Qo4f I—, n M0 36666f n BOBSw 20- 35865*p 19-SB-lb - eon e LOT A yt00' Rio Lir to I 5 a; 1 9.32i9*. N 60 41895t 41895. 9078 9076 2.60 AC 9= 34 El 1, E Ala '- = ' \ N N 6o:45-39 4 • jet. 1 1 a. 6O2g t: 16SEA/8 - 3 I h as per. 1 O 6114 y TR•Bpw - 41..a 5e,n 0 11 J: i2004\ 04127\ Preliminary\ 04127P03. dwg, 10/ 4/ 05 2: 02: 09 PM, jxh, KIP 6000 to File. pc3 X o o c z = z m rn zoo Z C/) C r7j OD fTl Z C D Z N01' 13' 08" E 1384. 73 REF. 1 ( 1384. 80 MEA.) 120?' A M SE. o Z O D o i O Z = C7 r F7 C7 D r C 105 P AVE SE M 116TN AYE SE M N M M m 120TH AvE gE l O N Z N M d z U rn u U- u CD i' 1 o ca M N C' 7 Ccno T F DATE EBRUAR Y 2005 z O % 1 m DESIGNED DRAWN LRB c APPROVED MC MCU o ROBER T H. S TE I/ ENS, P. E: PROJECT MANAGER 11 O v o O O 1 18 v a f; a a@ C ay Q If+: ro a O 11 y a f v 1 pX Na7 V N3 y i b co N No i 0 N PREL IMINA R Y ROA D 8r GRA DING PLAN GOSS PROPERTY 0 P. O. Box 2401 ineyards Construction , LLC kl " E59' 3Jf O0% EJEW EUk. j W NNN b0 " mOzOrnc bob 00 zL- zb bw rN E- im( mt, bl- i= r mnC0L_ OOnOz0 O zr r W D M Nzm I> U0 O b M 0rOz '' 3c i, z- 4 - 4 A;, - r0 ( p r mm --+ b3 ct% 0 0 OD- 4D ) r jqu_ m r to Ozm ' - O z ( p O- 0 Orm O- 4 Orti z O m D cm- 4z r7Q ODL - fI : 1P 0 I>. ' 3rD- O> D. or- - 4m L m M mm> zO Z- A M j ( A= G nO r c O O D= OO c ti 7D b pZmbz r D mb' z m 0- rt N 9m X 11N- 0 - 14* OAAD. - O O n F09- 0 z- m m w A- Z+ rn= m=} C1M7Cp tom' ( cA0 b= b pr- mp m• rn O( A - M b mD - r m LtO- bm m r< z n 0 0 Ca - ( r O X NmO c D , Nmmn : n L rn 70tlO L ( bn r pcm p O( Antm - O rr- b b o c70 b 0 D c o7Q 7C m0- 4 70twfi7Q;( m bm r_- > Av() 9 D r r trt mm- 4 z M- 70 b m mA , z, z - m m b O OD zb m O 0m( p > O - f fl( zy, r m Otf' m D- - fzz 3 c3 M CCP N0 = m00Uzb rd tNIA D D X b mb mc- zr L0 z4Zn6 N Or b6= mor d b- 4 D. O b3tOm z z r z3 zm zmD X 4MMA 6N- wimM to - mA rm L - A 7 zn1CA Ott' Off. 3 00 - F b mN n E{ b- faatrnn 70b 0= L m O P 3 2Z Zz( n Obr0 3 0MM 4% rn ( pU = L n_ 4z0E- mt 0 Az P- 40ZMUX Cp m0 O b nLrn zmn OC' 1 PAmmf N mn d m m L m r D lzzz 0 m- 0 bm- L UO AA A rr mmI z D zm O r O - 4 m OnmzL00 0 O p O-' = D70pmm m- no LzrrT O bUi b ACPz0 pmEO 00C 3tl0CPPA m CO Orn Xrnm A m M- - zto - g- 1 - 4 ( pAAZ C: mm ° mzm =( X- P M N m0 w Ar b0=- (_ rn0 000 D aR mC' z - zMMA mAtOtt ma= 4 mm n zoom ZU09 ' 0 0 00 z(, - cp - O- to O- LC3E t'= ( 1 m9 ' 1z mz0 0 , z r( P r — L M ( p L ii 4 c f< rnN 03 rA ED O m° 0( r, tz06 N mto McrnrAbA- 4 4 n m3= z Ern D MA - 4CFn UZm + Op m4 m = 0 OU ? O XM cO D. M Z- m N 0 O 14711 NE 29th Pace, # 101 Bellevue, Washington 98007 425. 885. 7877 Fax 425. 885. 7963 DESIGN ENGINEERING - PLANNING • SURVEYING s 3 d M ( n r ; rn M Z N D cnN" W 3 F r.. N^ .... D M O Z J m0 mb3!`' rn( nA[ 1ct rrnw- n Mt qr rni[[ 0bO OD - 7C rn M70 D' N30b bA_ rn,, tmjQ Ob zA Q- AUUUmc i 0 V 03 z r ZQr, - oc z pCl O - - 4A- z 0 0ttt! nz 0% E- 4C EbD 3p 0gnX mozMz=- 4 A -. LbwAM (p, 4CO O L LI) M zr M - i 3 M - 4 z MlV .. . N rf- rnm p NA o M9 b zZw mm 0 93 4 - 4 z mm m 1: 00 -+- 4 Abzm D 00 rc0kI A U — - Z E N m n Z MM g L A z 4o b r n z0 U) 40 96 O ` / N o0 fTl 4 .. m 0 0 v M ( I A 00 WAS TF r F 3STEA' '.•- sS/ oNAL ENG: ri j ^ 6 N-- 4O W n O 0ip = 6mtp U o 0 pm Oc t'} OL ,77t 1 z o zz C mrn ON ZO- rn c m- r 00° rnmrn O AzO- 4 m< - 4rn 4 zn rb3 O mzMZ' IN MC m0( p O " 0 Z z-4- 40 z OA- 0A r rb u' - 4 rnn ova - fir bbrc b 03 N 0 03 0 0v N0. REVISIONS T DATE I REVISER PER COUNTY CATS 1 9/ 30/ 05 12- 04- 06 10104105 PRE-APPLICATION REVIEW FOR SUBDIVISIONS Project Name: GemtI27,Activity' No. : A4.PM p--c, 15 ? Date: 1,-- Vq._- Roads Evaluate neighborhood circulation and for stub streets. 5IE:-_k4€4 - `.5T-.. N .,(n mt, Identify street classifications and designate urban or rural. `` c ==.v Evaluate design standards 8-... ,rv.`,,. S...CZE43. horizontal curves grade intersection angle and spacing Cul-de-sac length i'1 `Tr, C,. Tracts serving 2-6 lots and < 150 feet pak,,,,,.... , ,—_,_ ,E,:, kso.,... , S Evaluate frontage improvements and need for ROW dedication? 4"--•C "" c:'-'c`rmem"B ...k . Review Non-Motorized Plan for equestrian and bike lanes Evaluate sight distance requirements for all intersections and driveways. v Evaluate suitability of off-site serving roadways: Minimum 20 feet paving,Sufficient shoulders, hazardous intersections. Determine if sufficient public ROW serves the property. Evaluate existing or proposed half streets serving >35 lots Drainage 1:Evaluate sub-basins, diversions, and discharge points.4: C..GEr.... C..) ctri+ON`t--44,-. CR #2:Inform applicant of requirement need for off-site analysis. C-2. 66-e- 61L C.v ..k Sv--..--g-'2_ CR #3:Evaluate location of RID, bioswales, and access roads. All facilities located within separate County tracts. Evaluate upstream flows and bypass issues . SR #1:Critical Drainage Areas SR '#3:Master Drainage Plan for >100 lots and 200 acre basin SR #4:Basin Plans and Community Plan P-Suffix: P\c:, v.,-;,,41 ., Coraec„Vgk(AiA w 4-Aacka SR #5:Wet pond requirements SR #6:Lake Management Plan SR #7:Closed Depressions SR#11:Geotechnical analysis of ponds/infiltration near steep slopes or >15%. Sensitive Areas Wetlands, streams, steep slopes, and associated buffers located in tracts. Evaluate requirements for Erosion Hazards (KCC 21A.24.220) . Evaluate wildlife corridors or habitat issues. Notes: Whittaker, Bruce From: Langley, Kristen Sent: Tuesday, January 11, 2005 2:15 PM To: Claussen, Kimberly Cc: Whittaker, Bruce Subject:A04PM307 Kim: In case I'm late to the in-house meeting A04PM307 SE 184th Street: Neighborhood Collector, urban, 32-foot half-street Plat street: Sub-access (17 lots proposed) No TIA will be required Potential variance needed for intersection spacing. The proposed plat of Benson Trails across the street has essentially fixed' an intersection location that would be 145 feet (plus or minus, centerline to centerline) from the centerline (scaled) for this application. I'm presuming that—for now— Benson Trails has priority. That is, this application, by virtue of being behind' (in order of submittal) the formal plat application would be the one that would need to apply for the Variance. A04PM310 The plat street would serve 16 or fewer lots, but, more than 16 -- if future subdivision of the two parcels to the south are included. Minor access under current situation, either public or private. Subaccess if future subdivision is factored in. No TIA required. Given the current configuration... Recommend pedestrian tract between CDS bulb and SE 160th If plat street is proposed to be public, letter of intent from property owners to south Shoulder conditions along SE 162nd and SE 160th Street Kristen Langley Senior Engineer Traffic Impacts and Data Analysis/KCDOT 206)263-6102(Seattle) 206)296-7155(DDES Renton) 1 Land Use Pre-application King County Meeting Request Form Department of Development and Environmental Services Land Use Services Division 900 Oakesdale Avenue Southwest Renton,Washington 98055-1219 206-296-6600 1TY 206-296-7217 For alternate formats, call 206-296-6600. To be completed by DDES Staff Pre-application No. Date Received Stamp) Please print: Applicant Name:BCLi4oN% itan74,..5; ///G Date:04c , zoo;/ Address: P a oo x z qo, Phone: 4, Z --7N-7/4/ j<MW 4/9/VG) be 4 9e n '3 Fax: Vim'" 13-e''78 Project Description:/ LIZOi1/0.64 •7d-t. i,6:3 f1C°itf'e i/f i ,,+c'Ty //w / 7 Z073 Co g 5I'V L4s. -f i/L. V it ' .5/. ..11- 45. Permit(s) being requested: lR&/nYI//v4R y 'Li47' Project Address/Location: Parcel No(s): 2 0 y7 6-E /S4 V /`sT 6/%9(o Ooc 6o Please indicate if pre-application is: Land Use Feasibility4Mandatory Consolidated Check the box(es) regarding issues you wish to discuss: 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/Site Development/ SWDM Variances &Adjustments Shoreline Issues: Substantial Development Permit/ Permitted Uses/Shoreline Setbacks SEPA Issues: SEPA Checklist/Off-Site Improvements/Mitigation Wetland/Stream Issues: Buffers I Building Setbacks/ Flood Plains/Mitigation Geotechnical Issues: Steep Slope/ Landslide/Seismic/Coal Mine/ Erosion Clearing/Grading Issues: Site Development/Clearing Restrictions/Site Restoration Building Issues: Building /Mechanical: HVAC/Energy/ Barrier-Free Standards Fire Issues: UFC/ Fireflow/Access/Sprinklers/Alarms/ Hazardous Materials Health Issues: Sewer/Septic/Water/Groundwater/Noise Impacts 1_ Other(Specify): see AT r/y ) LL3 77 EtO.f G 5170/ < Check out the DDES Web site at www.metrokc.qov/ddes Land Use Pre-Application Meetings Information&Request Form Ic-infreq-preap.pdf 04/27/04 Page 3 of 4 irAdieffoD 7 Please indicate the numbers and types of representatives that will be at the pre-application meeting from your design team: Will Will Not will Will Not Will Will NotAttendAttendAttendAttendAttendAttend Applicant gGeotechnical Consultant (l Structural Engineer n 6Architect E Landscape Architect l Wetlands Consultant Civil Engineer n Legal Consultant Others: Z. Developer LProperty Owner y z Total Number Attending: I certify that I am the applicant for this pre-application meeting request and I understand that DDES will assess hourly review fees for each DDES 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. e/(k)/&:e4. 2,)) />6‘ Applicant's signature Note: An advance deposit of$392.44 is required to schedule a pre-application meeting. All checks must be payable to King County Office of Finance. If you have any questions about your pre-application meeting, please contact DDES at 206-296-6600. Check out the DDES Web site at www.metrokc.gov/ddes Land Use Pre-Application Meetings Information&Request Form Ic-infreq-preap.pdf 04/27/04 Page 4 of 4 Belmont Homes, Inc Goss Preliminary Plat A Partial list of questions The title report lists an exception (No. 1) which in effect, limits development on this property to an S-1 zone. Please address this exception considering the area is now zoned R-6 and water and sewer service is available at the site. Will frontage improvements be required along SE 184th Street and if so to what extent? d!/There is a Type N stream located in the southwest corner of the property. A recent development on the adjoining property to the south, Auria Woods Subdivision, was required to provide a 25-foot buffer on the south bank of this stream. Is it possible to keep the buffer at 25 feet f"r the north bank of the stream on the Goss property? bo' — kt ' Cie l95' ) c Sce-av A kv d Sf35%, III c n vs,yvc 6coLl-64, like a. c 15` tc'c y L.c41.1>9` A flood plain analysis of the Type N stream, including the portion crossing the Goss property was completed for the Auria Woods Subdivision (D.R. Strong Consulting Engineers, Inc., "Technical Information Report Auria Woods Subdivision K.C. Project No. L01P0024" 3rd Revision, dated April 2, 2003). Please advise if we will be able to reference this report in our drainage analysis. t5.—Please provide the storm detention criteria and water quality requirements for this project. Are there any special setbacks from the Regional Utility Corridor abutting the east property line? hw - t tchuric] sfi?..e.euk(. I'1GW dfat t?a prict ouca, 1 (old q)izeivirck crud . c- wzk Rds sc. a4 `-- ne,c9V)- colle(u( valcei . .Jb(it cce V( cv tuj - /45 ' / d 0 Land Use Pre-application King County Meeting Request Form Department of Development and Environmental Services Land Use Services Division 900 Oakesdale Avenue Southwest Renton, Washington 98055-1219 206-296-6600 TTY 206-296-7217 For alternate formats, call 206-296-6600. To be completed by DDES Staff Pre-application No. Date Received Stamp) Please print: Applicant Name:.5GL, oNr itiori'/,.,5. i L Date:D o;/ Address: Z'U i3 x z c vi Phone: K// KL151-A/v be 98cR:i Fax: 8'7ec, Project Description:' s LI3.,01//i.4 7if- 7. 3 ne,?,e i fo ,Qrf /I7b /7 ZOTs co/2 5,frt/ Lam_ -ft ,L. V X'6s/.© i1!( 45. Permit(s) being requested: 12A, Airi4i/%,t1 i£ y ,PL,4 r Project Address/Location: Parcel No(s): 2 to 17/7 6-1--:' lS44l4``Si 6_19 9(0 0co60 it rc//, &11- 205- Please indicate if pre-application is: Land Use Feasibility4Mandatory Consolidated Check the box(es) regarding issues you wish to discuss: 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/ Site Development/ SWDM Variances &Adjustments Shoreline Issues: Substantial Development Permit/ Permitted Uses/Shoreline Setbacks SEPA Issues: SEPA Checklist/Off-Site Improvements/Mitigation Wetland/Stream Issues: Buffers/ Building Setbacks/ Flood Plains/Mitigation Geotechnical Issues: Steep Slope/ Landslide/ Seismic/Coal Mine/Erosion Clearing/Grading Issues: Site Development/ Clearing Restrictions/Site Restoration Building Issues: Building / Mechanical: HVAC/Energy/ Barrier-Free Standards Fire Issues: UFC / Fireflow/Access / Sprinklers/Alarms / Hazardous Materials Health Issues: Sewer/Septic/Water/ Groundwater/Noise Impacts Other (Specify): 6- -,E6_ Arrbe '2 Li 27 '2, 7 / 14%/n/1/ c Check out the DDES Web site at www.metrokc.qov/ddes Land Use Pre-Application Meetings Information&Request Form Ic-infreq-preap.pdf 04/27/04 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 Will Not WiII Will Not Will Will Not Attend Attend Attend Attend Attend Attend Applicant Geotechnical Consultant n ® Structural Engineer Architect n Landscape Architect I n Wetlands ConsultantJCivilEngineer [ Legal Consultant n Others: pL/IA/Wei ' nDeveloper Property Owner Total Number Attending: j5- 7- I certify that I am the applicant for this pre-application meeting request and I understand that DDES will assess hourly review fees for each DDES 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. e/(1/(1)/&/-?4,414,42/)) ji>6. Applicant's signature Note: An advance deposit of$392.44 is required to schedule a pre-application meeting. All checks must be payable to King County Office of Finance. If you have any questions about your pre-application meeting, please contact DDES at 206-296-6600. Check out the DDES Web site at www.metrokc.qov/ddes Land Use Pre-Application Meetings Information&Request Form Ic-infreq-preap.pdf 04/27/04 Page 4 of 4 1 Belmont Homes, Inc Goss Preliminary Plat A Partial list of questions 1. The title report lists an exception (No. 1) which in effect, limits development on this property to an S-1 zone. Please address this exception considering the area is now zoned R-6 and water and sewer service is available at the site. 2. Will frontage improvements be required along SE 184th Street and if so to what extent? 3. There is a Type N stream located in the southwest corner of the property. A recent development on the adjoining property to the south, Auria Woods Subdivision, was required to provide a 25-foot buffer on the south bank of this stream. Is it possible to keep the buffer at 25 feet for the north bank of the stream on the Goss property? 4. A flood plain analysis of the Type N stream, including the portion crossing the Goss property was completed for the Auria Woods Subdivision (D.R. Strong Consulting Engineers, Inc., "Technical Information Report Auria Woods Subdivision K.C. Project No. L01P0024" 3rd Revision, dated April 2, 2003). Please advise if we will be able to reference this report in our drainage analysis. 5. Please provide the storm detention criteria and water quality requirements for this project. 6. Are there any special setbacks from the Regional Utility Corridor abutting the east property line? Q Certification & Transfer King County of Applicant Status Department of Development and Environmental Services 900 Oakesdale Avenue Southwest Renton,Washington 29 Alternative formats.available206-296-6600 TTY 206-296-7217 upon request Permit Number: FOR CURRENT OWNER: 1 tI, M'12-O/i) £3S print name)hereby certify that I am an/the owner of the property which is the subject of this application for permit or approval. If I am not the sole owner of the property, I certify that I am authorized by any and all other owners of the property to make this certification and transfer any an all rights I/we have to apply for this permit or approval to the person listed below. I, therefore certify that B LY14 0 it (4.771 &" J,ti;'L) es:.9.4iT (,tJ Ekt, (print name) is the applicant"for this permit or approval and shall remain the "applicant"for the duration of this permit or approval unless"applicant"status is transferred in writing on a form provided by this department. By being the applicant,"that individual assumes financial responsibility for all fees and will receive any refunds paid. I certify under penalty of perjury under the laws of the State of Washington that the foregoing is true and correct. r Signature of Owner Date Signed FOR INDIVIDUALS: I,print name) hereby certify that I am the applicant"for this permit or approval. I shall remain the "applicant"for the duration of this permit or approval unless"applicant"status is transferred in writing on a form provided by this department. I accept financial responsibility for all fees associated with this permit or approval and will receive any refunds. My mailing address is: I 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 OR FOR CORPORATIONS/BUSINESS ASSOCIATIONS: I, rB PI VVtO l!( vc_, 0 f Lt vs t-E3 hereby certify that I am an authorized agent of 17 410 iv r 1 4-eat(c5 :4,_, a corporation of other business association authorized in the State of Washington and that this business association is the"applicant"for this permit or approval and is financially responsible for all fees and will receive any refunds paid. This association shall remain the "applicant"for the duration of this permit or approval unless"applicant"status is transferred in writing on p form provided by this department. The mailing address of this business association is: BELy101k7c- it C 1),h., 6p X 2---4D ) l`K t vz_K_t 4 t ,Y) i r,r/fr j-- q, o I certify under pe o e ' ry un r th aw the State of Washington that the foregoing i true and correct. D Sign ri -! Date ign Check t the DDES Web site at www.metrokc.gov/ddes Certification&Transfer of Applicant Status Ic-cer-trapstat.pdf 05/30/03 Page 1 of 2 Subdivision DensityQand King County Dimension CalculationsDepartmentofDevelopmentandEnvironmentalServices Land Use Services Division 900 Oakesdale Avenue Southwest Alternative formats availableRenton,Washington 98055-1219 requeston206-296-6600 TTY 206-296-7217 upon q est File Number To be filled in by DDES) I PRELIMINARY SUBDIVISION WORKSHEET RELATING TO DENSITY AND DIMENSIONS Several development regulations play a role in the creation of a subdivision within KingCounty. Determining the allowable density, minimum density, and a lot width on a pieceofpropertycanbeconfusing. 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 ZoningCode (Title 21A). This worksheet is designed to assist applicants and does not replace compliance with adopted local, state and federal laws. Pre-application conferences are required prior to submittal of a subdivision or short subdivision. These conferences help to clarify issues and answer questions. They may save you both time and money by eliminating delays resulting from requests for additional information and revisions. You may call 206-296-6600 to find out how to arrange for a pre-application conference. Worksheet Prepared By: it(:c-Qtael Date: at..4 6, Arid Print Name) Subdivision Name: enss Preferly Comprehensive Plan Land Use Designation:l'irbart Rosi A/ 4- /Zdt)/4c Zoning: r ~4' If more than one Comprehensive Plan Land Use designation or zone classification exists for the property, show the boundary between the land uses or zones and the area within each on the preliminary plat map. If a single lot is divided by a zone boundary, transferring density across zones on that lot may be permitted subject to the provisions of K.C.C. 21A.12.200. Please complete only the applicable portions of this form I.Site Area (K.C.C. 21A.06.1172) also see (K.C.C. 21A.12.080): Site area (in square feet) is the gross horizontal area of the project site, less submerged lands as defined by K.C.C. 21A.06.1265, and less areas which are required to be dedicated on the perimeter of a project site for the public rights-of-way. 0 square feet in submerged land (any land bel ow the ordinary high water mark— see K.C.C. 21A.06.825) 0 square feet in perimeter rights-of-way which will be required to be dedicated d Total Check out the DDES Web site at www,irgetrckc..covidoi&;v Subdivision Density and Dimension Calculations Ic-cal-subden.pdf 12/10/03 Page 1 of 6 Calculation: 73, 074 Gross horizontal area of the project site Total submerged lands and rights-of-way g-A4 Site area in square feet NOTE: To continue calculations, convert site area in square feet to acres by dividing by 43,560 92,53 Site area in acres NOTE: When calculating the site area for parcels in the RA Zone, if the site area should result in a fraction of an acre, the following shall apply: Fractions of 50 or above shall be rounded up to the next whole number and fractions below .50 shall be rounded down. Example: If the site area in acres is 19.5 acres (less the submerged land and less the area that is required to be dedicated on the perimeter of a project site for public right-of-way) the site area can be rounded up to 20 acres. No further rounding is allowed. (See K.C.C. 21A.12.080) II. Base Density (K.C.C. 21A.12.030 - .040 tables): The base density is determined by the zone designations(s) for the lot. 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). 07.63 site area in acres (see Section 1.) X 6 base density (see Section II) J ./8 (7)allowable dwelling units Except as noted below, when calculations result in a fraction, the fraction is rounded to the nearest whole number as follows: A. Fractions of .50 or above shall be rounded up; and B. Fractions below .50 shall be rounded down. NOTE: For parcels in the RA Zone, no rounding is allowed when calculating the allowable number of dwelling units. For example, if the calculation of the number of dwelling units equaled 2.75, the result would be 2 dwelling units. Rounding up to 3 is not allowed. (See K.C.C. 21A.12.070(E)). IV. Required On-site Recreation Space (K.C.C. 21A.14.180): This section must be completed only if the proposal is a residential development if more than four dwelling units in the UR and R zones, stand-alone townhouses in the NB zone on property designated Commercial Outside of Center if more than four units, or any mixed use development if more than four units. Recreation space must be computed by Check out the DDES Web site at www.nietrokc..goviddes Subdivision Density and Dimension Calculations lc-cal-subden.pdf 12/10/03 Page 2 of 6 EXAMPLE CALCULATION FOR MINIMUM DENSITY ADJUSTMENTS FOR MODERATESLOPES: sq. ft 0-5% slope increment X 2.5% median slope value = 10,000 sq. ft 5-10% slope increment X 7.5% median slope value = 750 20,000 sq. ft 10-15% slope increment X 12.5% median slope value = 2,500 sq. ft 15-20% slope increment X 17.5% median slope value = sq. ft 20-25% slope increment X 22.5% median slope value = sq. ft 25-30% slope increment X 27.5% median slope value = sq. ft 30-35% slope increment X 32.5% median slope value = sq. ft. 35-40% slope increment X 37.5 % median slope value = 30,000 Total square feet 3,250 Total square feetinnetbuildablearea 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 11% (Note: multiply by 100 to convert to percent—round up to nearest whole percent) Using the table above, an 11% weighted average slope of net buildable area falls within the 5% -- less than 15% range which has a minimum density factor of 83%, less 1.5% for each 1% of average slope in excess of 5%. Since 11% is 6% above 5%, multiply 6 times 1.5whichwouldequal9%. Subtract 9% from 83% for an adjusted minimum density factor of74%. This replaces the minimum density factor in K.C.C. 21A.12.030 table. VIII. Maximum Dwelling Units Allowed (K.C.C. 21A.12.030 - .040): This section should be completed only if the proposal includes application of residential density incentives (K.C.C. 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 III of this worksheet. The maximum density permitted through residential density incentives is 150 percent of the base density (see Section II) of the underlying zoning of the development or 200 percent of the base density for proposals with 100 percent affordable 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 III 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) Check out the DDES Web site at vulevw.irnetrokc.govi date Subdivision Density and Dimension Calculations Ic-cal-subden.pdf 12/10/03 Page 5 of 6 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; B. In the A, F, or RA Zones: 1. Construction shall not be permitted on a lot containing less than 5,000 square feet; and 2. Construction shall be limited to one dwelling unit and residential accessory uses for lots containing greater than 5,000 square feet, but less than 12,500 square feet. (K.C.C. 21A.12.100) X.Lot Width (K.C.C. 21A.12.050(B)): Lot widths shall be measured by scaling a circle of the applicable diameter within the boundaries of the lot as shown below, provided than an access easement shall not be included within the circle. (See K.C.C. 21A.12.050). I 1 1 30 Feet41) I 1 Lot Width Circle 11111 1 I 1 I Lot Width Measurement Check out the DDES Web site at m tint riet'tkc,govdcrieve Subdivision Density and Dimension Calculations lc-cal-subden.pdf 12/10/03 Page 6 of 6 multiplying the recreation space requirement per unit type by the proposed number of suchdwellingunits (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 three or more bedroom units + Recreation space requirement Residential subdivisions, townhouses and apartments developed at a density of eight units or less per acre must provide recreational space as follows: 390 square feet X /7 proposed number of units b A® Mobile home parks shall provide recreational space as follows: 260 square feet X proposed number of units V. Net Buildable Area (K.C.C. 21A.06.797): This section is used for computing minimum density and must be completed only if the site is located in the R-4 through R-48 zones and designated Urban by the King County Comprehensive Plan. The net buildable area is the site area (see Section I) less the following areas: areas within a project site which are required to be dedicated for public rights-of-way in excess of sixty(60')of width 8,1 O sensitive areas and their buffers, to the extent they are required by King County to remain undeveloped areas required for above ground stormwater control facilities including, but not limited to, retention/detention ponds, biofiltration swales and setbacks from such ponds and swales m i 4,3co areas required by King County to be dedicated or reserved as on-site recreation areas. Deduct area within stormwater control facility if requesting recreation space credit as allowed by K.C.C. 21A.14.180 (see Section IV) regional utility corridors, and other areas, excluding setbacks, required by King County to remain undeveloped 095,356 Total reductions Calculation: j673,g74 site area in square feet (see Section1) 2S,ask Total reductions c 7,,:o:.4 Net buildable area in square feet NOTE: convert site area is square feet to acres by dividing by 43,560 5 Net buildable area in acres Check out the DDES Web site at v ww,mecrm -4y widiaob Subdivision Density and Dimension Calculations lc-cal-subden.pdf 12/10/03 Page 3 of 6 VI. Minimum Urban Residential Densitv"(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 KingCountyincertaincases. (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 =?•,:=9.- Net buildable area in acres (see Section V) 3.5 _ X minimum density% set forth in K.C.C. 21A.12.030 or as adjusted in Section VII ti•4 inimum dwelling units required VII. Minimum Density Adjustments for Moderate Slopes (K.C.C. 21A.12.087): Residential developments in the R-4, R-6 and R-8 zones may modify the minimum density factor in K.C.C. 21A.12.030 based on the weighted average slope of the net buildable area of the site (see Section V). To determine the weighted average slope, a topographic survey is required to calculate the net buildable area(s) within each of the following slope increments and then multiplying the number of square feet in each slope increment by the median slope value of each slope increment as follows: sq.ft 0-5% slope increment X 2.5% median slope value = sq.ft 5-10% slope increment X 7.5% median slope value= sq. ft 10-15%slope increment X 12.5% median slope value = sq. ft 15-20%slope increment X 17.5% median slope value = sq.ft 20-25% slope increment X 22.5% median slope value = sq. ft 25-30% slope increment X 27.5% median slope value = sq.ft 30-35% slope increment X 32.5% median slope value = sq. ft 35-40%slope increment X 37.5% median slope value = Total square feet Total square feet in net buildable area adjusted for slope Calculation: total square feet adjusted for slope divided by total square feet in net buildable area weighted average slope of net buildable area Note: multiply by 100 to convert to percent—round up to nearest whole percent) Use the table below to determine the minimum density factor. This density is substituted for the minimum density factor in K.C.C. 21A.12.030 table when calculating the minimum density as shown in Section VI of this worksheet. Weighted Average Slope of Net Minimum Density Factor Buildable Area(s) 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% Check out the DDES Web site at www.metrolic.aovicidas Subdivision Density and Dimension Calculations Ic-cal-subden.pdf 12/10/03 Page 4 of 6 i r i MU Ai 31 C13 -=i 1 II _ 0 1 , , , ST It® In S.E'- 2 164TH ',ST. I J. s i YtDL .."R_ .'.. 0,-- cli u EN T f Ry colp .i [; A — i 4 egi A ler s. Y _ 3 LY 1may1 Jr D. IiI t..A ^-- SITE X \\ 8IiVtylWt4144 3 aam Z i,Ilas• iceair t I I 3R sNlson iMXwa il< •--!_es 1 I\ If C 1 S 1 a : Bo31tutriait . • "i", SOn. IS. IS t " me S.E. s 188TH ST.t No 1 OER l , ifs i ' a J 4'I 1 ""L a' a i to.; 'ta as T_ 8 VICINITY MAP NTS A1derNW December 8,2004 Project No. 112204 Mr. Cliff Williams Belmont Homes P. O.Box 2401 Kirkland,Washington 98083 Subject: Site Observations Goss Property 12047 SE 184th Street King County,Washington Tax Parcel No. Tax ID#6199600060 Dear Mr.Williams: As requested we have conducted an evaluation of the property located at 12047 SE 184th Street in unincorporated King County, Washington. This property is identified as King County Parcel #6199600060. The purpose of this work was to complete a site evaluation to make a determination if there are wetlands or other surface water features on or immediately adjacent to the property. Our scope of work included a site visit on November 23 , 2004, at which time we completed our site evaluation. In conducting our site evaluation, we followed the general procedures for the routine on-site methodology as outlined in the March 1997 Washington State Wetlands Identification and Delineation Manual. This procedure involves analysis of vegetation patterns, soil conditions, and near-surface hydrology in making a determination of wetland conditions. In completing our evaluation we also reviewed the Technical Information Report, for the Auria Woods Subdivision,by D.R. Strong Consulting Engineers,Inc. dated April 2,2003. SITE CONDITIONS The subject property is a trapezoidal shaped property of approximately 2.8 acres. It is located at 12047 SE 184th Street in unincorporated King County, as illustrated on the Vicinity Map (Figure 1). Adjacent properties to the west and on the north side of SE 184th Street are occupied by residences on large lots. The property to the south is occupied by the Auria Woods subdivision which is currently under construction. The property to the east includes the Seattle-Covington Electric transmission Line. There is an existing residence and several outbuildings on the property. Vegetation on the property includes grass and landscaping on the northern section of the site around the existing house. The remainder of the site is occupied by scattered large trees, primarily, Douglas fir (Pseudotsuga menziesii). The majority of the site is in use as horse 518 North 59th Street, Seattle,Washington 98103• Phone (206)783-1036 email aldernw@comcast.net Mr.Cliff Williams December 8,2004 pasture where vegetation is dominated by pasture grasses with scattered shrub patches. A seasonal stream crosses the southwest corner of the site with more shrub growth. Predominant shrub species present include Himalayan blackberry (Rubus discolor), salmonberry (Rubus spectabilis), Vine maple (Acer circinatum), and red osier dogwood(Corpus stolonifera). Soils on the property and over much of the surrounding area are mapped as Alderwood gravelly sandy loam on the Soil Survey of King County, Washington, U.S. Soil Conservation Service, 1973). Alderwood soil types are not included on the National Technical Committee on Hydric Soils listing of hydric soils. Our observations of soil conditions across undisturbed sections of the property are generally consistent with the descriptions of the Alderwood soil types. Observed soils across the property were generally dark brown(10YR3/3)to brown(10YR4/3)and were dry- Topographically,the property generally slopes down from about elev. 420 along SE 184th Street to about elev. 390 on the southeast corner. There are no inventoried wetlands or stream identified on King County maps. Soos Creek and the associated wetland is approximately 0.2 mile to the east of the property. The seasonal stream crossing the southwest corner of the property was identified and described in the Technical Report for the Auria Woods project. In that report the stream was identified as a King County Category 3 stream and was assigned a 25 foot buffer in accordance with provisions of the King County Sensitive Areas Ordinance in effect at the time. The stream was surveyed and plotted on the Auria Woods project maps. Data point 1 illustrates representative conditions on the low area adjacent to the seasonal stream. As noted on the Data form soils within the area are generally dark brown (10YR3/3) with slight mottles. At the time of our observations, soils were generally moist to wet with no free water present within the upper 24 inches. These conditions are not indicative of long term soil saturation. It is our conclusion that there are no wetlands on the property. At the time of our observations there was no surface water present within the stream channel, although there is a defined channel. We found some of the original flags placed to mark the stream channel for the Auria Woods project and have placed new flags marking the channel on the property. The approximate limits of the channel are shown on the attached Site Map(Figure 2). King County has recently adopted a new Critical Areas Ordinance (CAO) with new regulations related to development near wetlands and streams. It is our interpretation that the seasonal stream meets the criteria for designation as a Type N water. Type N waters include all segments of aquatic areas that are not Type S or F waters and that are physically connected to type S or F waters by an above ground channel system to another, stream or wetland. Survey information and the downstream analysis provided in the Technical Report for the Auria Woods development along with the aerial photo from the King County map site,indicate that there is an above ground connection between the stream segment on the Goss property and Soos Creek and the wetland to the east of the power line. With this surface connection to Soos Creek it is our interpretation the stream segment crossing the Goss Property meets the criteria for designation as a Type N Water. The buffer for type N waters is 65 feet in accordance with the new CAO. Project No. 112204 Page No. 2 Mr.Cliff Williams December 8,2004 We trust the information presented is sufficient for your current needs. If you have any questions or require additional information,please call. Sincerely yours, ALDER NW AGR Di)/f/Viii---— Garet P. Munger Project Scientist Encl.: Vicinity Map Figure 1 Site Map Figure 2 Data Form Project No. 112204 Page No. 3 Ili il Goss Pro• iL .. f,C i?T cv,'' i,n oire 14 I. c r~-T ff r a a' f rir W Q xJ i x+..:w;acw+ez,..,- a':r*sYn„-cnw.,`sa +.Sf:.r>Ptm 43,.I i 111t,,- - _ - VICINITY MAP A LD E R N W Goss Property King County, Washington Project No. 112201 Date Dec, 2004 I Figure 1 X 0)7. o i)fci S-' rt 4-ti. D 1 i C7(j 1 1,-3 if)) . L.. 40``J r_ r 3 fir io 7-\Lc -)_\ ..,,pOpi t ili ) 7"(-,_:'' . JJ, 4,..,I )`;-jam ,t rl 664'llir 2Y2-r-\...c 0 r/ r tfA fr° r} } P-, 0 ( - - ,gip ,, , C-, -- I, _ v ( 1 1 Q4 1 d 0 p 1 1::)j o ;' - rlr SITE MAP A L D E R N W Goss Property King County, Washington Project No. 11220w Date Dec, 2004 Figure 2 DATA FORM ROUTINE ON-SITE WETLAND DETERMINATION Describe General Site Property is in use as horse pasture. Data Point No.: DP-1 Conditions: Site Disturbance? Location is open to horse grazing Location: Shrub patch close to stream VEGETATION Dominant Plant Species 45 A Dominant Plant Species 1 Cornus stolonifera FacW S 8 2 Ranunculus repens FacW H 9 3 10 4 11 5 12 6 13 7 14 Percent of dominant species that are OBL,FACW,and/or FAC: 100 Is the hydrophytic vegetation criterion met? Yes Rationale: More than 50%species hydrophytic SOIL Soil Type: Alderwood Hydric Soils List: No Histic Epipedon? No Mottles? Yes slight Gleyed? No Matrix Color: 10YR4/3 Mottle Colors: Depth: 12" Other hydric soil indicators: No Is the hydric soil criterion met? No Rationale: Chroma greater than 2 HYDROLOGY Is the ground surface inundated? No Surface water depth: - Is the soil saturated? No Depth to free-standing water in probe hole: - Other field evidence hydrology: No Is the wetland hydrology criterion met? No Rationale: No evidence ofsoil saturation. WETLAND DETERMINATION Are wetland criteria met? No Rationale for wetland decision: Non hydric soil, no evidence of soil saturation Project Name: Goss Property AlderNW Field Investigator(s): G.Munger 518 North 59th Street Project No.: 112204 Date: 11/23/04 Seattle,Washington 98103 Online Search &Report Page 1 of 7 Permit at a Glance Type the two words: 01.4 Enter permit Parcel ID number(PIN):L05P0001 or Submitorfilenumber: 6-10 digits,e.g.,2123069016)r Title I Permit routing I Building inspection I Comments I Related permit activities TO TOP Title Permit Information Contact information Project No: LO5P0001 Applicant: BELMONT HOMES INC.- Status:TRANSFER ROBERT WENZ Title: GOSS PROPERTY Applicant P.O. BOX 6127 Permit type: PRE-PLAT address: BELLEVUE WA 98008 Sub-type: PRE-PLAT Assigned staff: PDYE Contractor: Applied/Opened: 02/10/2005 Contractor address: Expiration Date: Site Information Completed Date:01/22/2009 No. Lots: 17 Valuation: $0.00 Description: PRELIMINARY PLAT 17 LOTS. Location &RN Hearing Examiner Report& Decision Link Juris.: Community SOOS CREEK Plan: Comp Plan: URBAN RES 4-12AC Owner: GOSS MYRON R Parcel No: 6199600060 (Link to Parcel Viewer Map) Link to: Property Report Districts Report iMap TO TOP Permit routing Lists DDES review stations and permit status in each station Permit routing status definitions TITLE CLOCK CLOCK CLOCK TYPE SUBTYPE STATUSDAYSSTATUSTARGET http://info.kingcounty.gov/property/permits/PermitGlance/(S(j 44d4jykuw 1 fsg45jxfl gqbd... 06/14/2012 Online Search& Report Page 2 of 7 GOSS 140 APPROVED 150 PRE-PRE- TRANSFERPROPERTYPLATPLAT Intake STATION CODE ITEM STATUS ASSIGNED DATE IN DATE DATE DATE TO ASSIGNED STARTED OUT Permit Center PCEN Entire FINISHEDMagat, File Nestor 2/10/2005 2/15/2005 2/15/2005 2/15/2005 Complete CAPP Entire FINISHED Carol 3/10/2005 3/10/2005 3/10/2005 3/10/2005ApplicationFileCarol Project Management/ Notice STATION CODE ITEM STATUS ASSIGNED DATE IN DATE DATE DATE TO ASSIGNED STARTED OUT Notice Of NOA Entire FINISHED Rogers, Carol 2/10/2005 3/10/2005 3/10/2005 3/24/2005ApplicationFile Project PMGREntire FINISHEDCIaussen, 2/15/2005 2/23/2005 4/5/2007 4/5/2007ManageProgFileKimberly Public Hearing PHN Entire FINISHEDGoIl, Shirley 3/9/2007 3/9/2007 3/9/2007 3/9/2007NoticeFile Review STATION CODE ITEM STATUS ASSIGNED DATE IN DATE DATE DATE TO ASSIGNED STARTED OUT Current Tibbits, Planning PLNR Entire File WAITCUST Chad 2/10/2005 2/23/2005 3/10/2005 7/28/2005 Review RSUB Documentation FINISHED Tibbits, 3/9/2007 3/9/2007 3/9/2007 3/9/2007Chad Current Tibbits,Planning PLNR Entire File FINISHED Chad 3/9/2007 3/9/2007 3/9/2007 3/20/2007 Review Engineer ETEK Entire File FINISHED Cheshier, 4/12/2005 4/12/2005 4/19/2005 5/16/2005TechnicianBeth Land Use LENG Entire File WAITOTHRDye, Pete 2/10/2005 2/23/2005 5/17/2005 7/19/2005Engineering Land Use LENG Entire File FINISHED Dye, Pete 3/20/2007 8/24/2005 3/20/2007 3/20/2007Engineering Land Use Florent, Survey SURV Documentation FINISHED Ray 2/10/2005 2/23/2005 5/1/2005 5/1/2005 Review Land Use Langley,Traffic LTRF Entire File FINISHED Kristen 2/10/2005 2/23/2005 3/2/2006 3/20/2007 Engineer Land Use Wetlands LWET Entire File FINISHED Gillen, Nick 5/25/2005 2/23/2005 5/25/2005 3/14/2007 Review Land Use LGEO Entire File FINISHED West, Larry 7/13/2005 2/23/2005 7/13/2005 7/13/2005Geotech Water& Foley,Land WLRD Entire File FINISHED Steve 2/10/2005 2/23/2005 3/20/2007 3/20/2007 Resouces Fire FENG Entire File FINISHED Eichhorn, 2/10/2005 2/23/2005 3/17/2005 3/17/2005EngineeringPaul SEPA SEPA Entire File FINISHED Tibbits, 3/9/2007 3/9/2007 3/9/2007 3/9/2007ReviewChad Hearing / Decision http://info.kingcounty.gov/property/permits/PermitGlance/(S(j44d4jykuwl fsg45jxfl gqbd... 06/14/2012 Online Search & Report Page 3 of 7 STATION CODE ITEM STATUS ASSIGNED DATE IN DATE DATE DATE TO ASSIGNED STARTED OUT Pre-Hearing Entire PCON QUEUED System 3/20/2007 1/22/2009ConferenceFile Hearing EntireHEXM STARTEDGoll, Shirley 3/20/2007 3/20/2007 4/3/2007 1/22/2009ExaminerFile Building inspection functionTO TOP Inspections that have been conducted to date for this permit Schedule Inspection) No inspection items. TO TOP Comments PermitsPlus MAGATN 2/15/2005 FILE SENT TO LAND USE SERVICES CURRENT PLANNING ON 2/15/2005. HINTZT 2/23/2005 Routed to LWES & NGIL ROGERSCA 3/9/2005 Routed file information to Chad Tibbits 3/9; already routed to engineering, wetlands, geo,traffic,WRLD,fire, GIS, survey and DDES records. ROGERSCA 3/10/2005 Notice of complete application letter and posting package sent 3/10/05 to R.Wenzl/Belmont Homes; application considered complete a/o 3/10/05. Legal ads emailed to the Seattle Times and KC Journal for publ. on 3/15; NOA being mailed 3/24 to 500ft.parcels and STR agencies. Notice posted to the DDES web page. EICHHORNP 3/17/2005 FENG APPV'L GRANTED SUBJECT TO THE REQMT'S OUTLINED IN THE FENG FILE LOCATED IN THE LUSD FOLDER ON THE "S" DRIVE. ROGERSCA 4/1/2005 Affidavit of posting for application received 3/28/05; property posted 3/25/05. SIMMONSP 5/11/2005 Sent survey comments to planner with minor corrections GILLENN 5/25/2005 Per site visit, potential wetland in area of proposed lots, 11, 12, 13. emailed planner to have applicant's biologist check it out. WESTLAR 7/13/2005 I have reviewed this permit application and also visited the site.There are no geotechnical issues that need to be addressed further prior to preliminary approval. ROGERSCA 7/29/2005 Notice of request for additional information letter sent 7/28/05; information due by 10/27/05. ROGERSCA 10/7/2005 Package received 10/7/05 from Vineyard Construction; routed 10/7 to Chad Tibbits. TIBBITSC 10/17/2005 Revised materials routed to Drainage, Survey, Traffic, Geo,Wetlands and WLRD on this date 10/17/05; TIBBITSC 7/3/2006 received a letter 6/16/06 from the applicant dated 6/15/06; related to the road variance request L05V0079; routed to file and kris langley; MUDDB 1/25/2007 ****SPRINKLERS ARE REQUIRED**** IN RESIDENCES CONSTRUCTED WITHIN THIS SUBDIVISION UNLESS THE REQUIREMENT IS REMOVED BY http://info.kingcounty.gov/property/permits/PermitGlance/(S(j44d4jykuw 1 fsg45jxfl gqbd... 06/14/2012 Online Search & Report Page 4 of 7 THE FIRE MARSHAL OR HIS DESIGNEE. SEE FIRE ENGINEERING CONDITIONS VIA OFFICE LINK. GILLENN 3/14/2007 Cond's to Chad, type N stream 65 foot, CA tract etc. signed off on routing file to Trudy. GOLLS 3/19/2007 HEARING SCHEDULED FOR 4/03/07 GOLLS 3/20/2007 DDES Prel Staff Report to KC Hear.Exam.issued 3/20/07 ; mid routed to all POR's 3/20/07; 2 copies to Hear.Exam. office GOLLS 3/20/2007 updated permits plus posted to ODES web pg SEPA DNS & notice of HEARING GOLLS 3/20/2007 GOLLS changed status to PENDING on 03/20/2007 (added by script) GOLLS 3/20/2007 THE SEPA DNS WAS ISSUED 3/09/07 BY CTIB -NOH AND TD MLD TO ALL POR'S -BIG 9 SENT ECL NOH &TD W/SITE PLAN; NOH TO 500' BY CTIB GOLLS 3/20/2007 HEAR EXAM FILE ROUTED VIA CTIB DIRECTLY TO GINGER W/HEAR EXAM OFFICE (1ST FLOOR H.E. ROOM IN DDES)TO TAKE DOWNTOWN THIS DATE 3/20/07 GOLLS 3/20/2007 E-MAILED COC REQ FOR ORD# RCVD ORD#2007-0211 -FAXED TO H.E. COC#W/POR LIST NOH 3/20/07 GOLLS 3/20/2007 ON 3/20/07 E-MAILED REQUEST TO STIMES & RENTON REPORTER TO PUBLISH LEGAL AD FOR HEARING ASAP RCVD NOTICE FROM STIMES AD WILL BE PUBLISHED ON WED.3/21 & RENTON REP WILL PUBLISH SAT. 3/24/07 GOLLS 3/20/2007 GOLLS changed status to REPORT on 03/20/2007 (added by script) GOLLS 4/9/2007 GOLLS changed status to HEARING on 04/09/2007 (added by script) GOLLS 4/9/2007 RCVD NOTICE OF CONTINUED HEARING 4/04/07 FROM KC HEAR EXAM PUBLIC HEAR COMMENCED ON 4/03/07 WITH PROPOSAL CONTINUED TO 4/23/07 @ 11:00 AM DOES HR RM GOLLS 11/6/2007 Per CTIB this hearing has not closed since continuance of 4/23/07 and we have not rcvd the H.Examiner's final Report& Decision -e-mail to G.Ohrmundt requesting updated status SANDERS) 4/7/2008 Jay from J. Development called on behalf of Mr. Goss about the status of this project and City of Renton annexation. I explained KC can still process this plat under an Interlocal with the City . We discussed changing the applicant status to his company (Belmont Homes was no longer interested in pursuing this project) as well as outstanding fees shown on the SOC. Apparently,this plat has been in 'limbo' since the plat hearing was continued a year ago. ADMIN 9/15/2008 As a result of a claim filed under the Tiger Mtn LLC vs King County lawsuit, a refund was remitted in the amount of$407.66. For detailed information contact ODES Finance Section. CLAUSSENK 1/22/2009 CLAUSSENK changed status to TRANSFER on 01/22/2009(added by script) CLAUSSENK 1/22/2009 main file to be sent to City of Renton --request to Hearing Examiner's office. Transfer coordinated by Paula Adams w/Renton COBBC 2/18/2009 Sent FINAL notice for payment. Response due 03/18/2009. COBBC 4/14/2009 SENT TO NCO FINANCIAL SYSTEMS, PLEASE HAVE CUSTOMER CONTACT THEM AT 1-888-289-0907. CONFIRMATION REC'D 04/14/2009. SIMPSONK 8/27/2009 Updated address per USPS form 3547 for Belmont Homes/Belmont Custom HomesOld address: PO Box 2401 Kirkland,Wa 98083 SIMPSONK 2/22/2010 Delinquent account no longer listed at collection agency-Please contact Finance. GOLLS 1/26/2011 all files were sent over to City of Renton no records located at DDES KELLEYR 11/28/201111-22-11 Referred PCS collection agency. Please have applicant contact PCS @ 800-972-1635 PRMS routing PUBLIC 2/15/2005 Added to Project Management http://info.kingcounty.gov/property/permits/PermitGlance/(S(j44d4jykuw 1 fsg45jxfl gqbd... 06/14/2012 Online Search & Report Page 5 of 7 MAGATN 2/15/2005 FINISHED at Permit Center ROGERSCA 3/9/2005 QUEUED at Land Use Engineering ROGERSCA 3/9/2005 Review added ROGERSCA 3/9/2005 QUEUED at Land Use Survey Review ROGERSCA 3/9/2005 QUEUED at Land Use Traffic Engineer ROGERSCA 3/9/2005 QUEUED at Current Planning Review ROGERSCA 3/9/2005 QUEUED at Water& Land Resouces ROGERSCA 3/9/2005 QUEUED at Fire Engineering ROGERSCA 3/10/2005 Complete application ROGERSCA 3/10/2005 STARTED at Notice Of Application ROGERSCA 3/10/2005 FINISHED at Complete Application ROGERSCA 3/10/2005 NOA to be mailed 3/24 ROGERSCA 3/10/2005 STARTED at Current Planning Review EICHHORNP 3/17/2005 STARTED at Fire Engineering EICHHORNP 3/17/2005 FINISHED at Fire Engineering ROGERSCA 3/24/2005 FINISHED at Notice Of Application ROGERSCA 3/24/2005 NOA mailed CHESHIERB 4/12/2005 QUEUED at Engineer Technician CHESHIERB 4/19/2005 STARTED at Engineer Technician SIMMONSP 5/11/2005 FINISHED at Land Use Survey Review CHESHIERB 5/16/2005 FINISHED at Engineer Technician CHESHIERB 5/16/2005 RPT TO BWHI,CTIB,NGIL,LWES,KLAN GILLENN 5/25/2005 STARTED at Land Use Wetlands Review WESTLAR 7/13/2005 FINISHED at Land Use Geotech ROGERSCA 7/29/2005 req for addtl infor; due by 10/27/05 DYEP 8/24/2005 FINISHED at Land Use Engineering DYEP 8/24/2005 WAITOTHR at Land Use Engineering DYEP 8/24/2005 sent screen comments to planner SANDERSJ 10/21/2005na SANDERSJ 10/21/2005 Review added SANDERSJ 10/21/2005 na SANDERSJ 10/21/2005 Review added SANDERSJ 10/21/2005dup1 SANDERSJ 10/21/2005 QUEUED at Project Manage Prog SANDERSJ 10/27/2005Change Billed Hours from 256 to 1 KLANGLEY 3/2/2006 Delayed entry to PRMS due to access prob KLANGLEY 3/2/2006 STARTED at Land Use Traffic Engineer KLANGLEY 3/2/2006 Delayed entry to PRMS due to access prob CLAUSSENK 4/17/2006 BUDGET LOCKED MOFFITTC 10/2/2006 error in budget hrs listed MOFFITTC 10/2/2006 BUDGET RE-LOCKED GILLENN 3/14/2007 FINISHED at Land Use Wetlands Review GOLLS 3/20/2007 NOH mid w/SEPA TD 3/09/07 BY CTIB GOLLS 3/20/2007 FINISHED at SEPA Review GOLLS 3/20/2007 DNS issued 3/09/07 appeal ends 3/26/07 GOLLS 3/20/2007 QUEUED at Hearing Examiner GOLLS 3/20/2007 HEAR EXAM FILE ROUTED 3/20/07 GOLLS 3/20/2007 N/A GOLLS 3/20/2007 N/A GOLLS 3/20/2007 FINISHED at Water& Land Resouces GOLLS 3/20/2007 FINISHED at Land Use Engineering GOLLS 3/20/2007 FINISHED at Land Use Traffic Engineer GOLLS 3/20/2007 FINISHED at Public Hearing Notice GOLLS 3/20/2007 STARTED at Resubmittal http://info.kingcounty.gov/property/permits/PermitGlance/(S(j 44d4jykuw 1 fsg45jxfl gqbd... 06/14/2012 Online Search&Report Page 6 of 7 GOLLS 3/20/2007 Report to Hear.Exam. issued 3/20/07 GOLLS 3/20/2007 FINISHED at Resubmittal GOLLS 3/20/2007 STARTED at Current Planning Review GOLLS 3/20/2007 FINISHED at Current Planning Review CLAUSSENK 4/5/2007 FINISHED at Project Manage Prog GOLLS 4/9/2007 STARTED at Hearing Examiner GOLLS 4/9/2007 Hear continued 4/23/07 new date 11:00 am TIBBITSC 12/22/2008Assigned Claussen, Kim AS Project Manager TIBBITSC 12/22/2008 Assigned Claussen, Kim AS Project Manager CLAUSSENK 6/2/2009 real) CLAUSSENK 6/2/2009 BUDGET RE-LOCKED CLAUSSENK 6/3/2009 Date complete entered for Milestone 1. CLAUSSENK 6/3/2009 Final processing triggered for Finance. CLAUSSENK 6/3/2009 Date complete entered for Milestone 2. CLAUSSENK 6/3/2009 Date complete entered for Milestone 4. CLAUSSENK 6/3/2009 Date complete entered for Milestone 3. PRMS clock MAGATN 2/15/2005 SYSTEM auto-started preclock at Permit Center ROGERSCA 3/10/2005 FINISHED at CAPP ROGERSCA 7/29/2005 WAITCUST at Current Planning Review GOLLS 3/20/2007 STARTED at RSUB GOLLS 3/20/2007 FINISHED at PLNR CLAUSSENK 4/2/2007 report mailed CLAUSSENK 4/5/2007 FINISHED at PMGR SYSTEM 1/22/2009 Clock Approved. Permit Status: TRANSFER PRMS Milestone 6/3/2009 final milestone per direction fm finance TO TOP Related permit activities on parcel NUMBER TYPE SUBTYPE LEVEL DATE STATUS NAME R9006379 R-MECH R-MECH A 06/20/1990ADMIN-F WASHINGTON NATURAL GAS INSTALL E9900220 ENFORCE ENFORCE P 02/19/1999CLOSED GOSS MYRON A04PM307PREAPP-M LUSD A 12/10/2004COMPLETE BELMONT HOMES,INC LO5P0001 PRE-PLAT PRE-PLAT P 02/10/2005TRANSFER BELMONT HOMES INC.-ROBERT WENZ L05V0079 SUBVAR ROAD-VAR A 10/10/2005GRANTED WILLIAMS CLIFFORD N. E07G0211 GENFORCEGENFORCEP 05/31/2007CLOSED http://info.kingcounty.gov/property/permits/PermitGlance/(S(j44d4jykuw 1 fsg45jxfl gqbd... 06/14/2012 Online Search&Report Page 7 of 7 For more information about categories and statuses used on reports, see: Category descriptions for a list composition types and sub-types for each report grouping. Also refer to each permit type for additional details. Status definitions for general definitions for statuses such as pending, approved, finaled, etc. a Permit routing status definitions for general definitions for statuses that are used by PRMS - Permit routing management system. Please e-mail questions or comments to DDESWebinouiriesftkingcountv.00v. http://info.kingcounty.gov/property/permits/PermitGlance/(S(j 44d4jykuw 1 fsg45jxfl gqbd... 06/14/2012