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Home My WebLink AboutLUA 09-106 Viewpoint7.0.101.100410, V0le11.1.03ry fall.11.1.1"1"11311M1111 1111111 . tftf, 111wanm.rierogaa 2121 ammo Y-i,;('ir.r.,;',,,k,::;;?.';:::::,.i.','-..--7T7°°-'7-t7.17' .'',_:''' "•'..-' --------- -.."-.' '':',.'24.!- ''''''''r— ,,:. „, , C4i-:i , .11t•,,,,•tiosw,..„ t ,ct, , . t,* ii4z'•.1.P.'' 'I111.,.‘' II ' iLI1 ..,141 i •••k.:• -,4*, t. _l___ _ :Li__ __ In ".*7"-.-'":1111.....11111.1111111111= .1lIllilliIllIlliEill !,:....1.0'; - •...., .. _ I!!iIII - Li, ihill OD It- El] : i•EJEl :t JoMiETELIEJOD - a. III." _.-, -- Mr,.- 1...,.'..• -.. 44'.:- ''' "4.0kAiwouptiti,4411111111di. ilIP'' 4V-1 •,., . - 1-5‘..:2•1-' AP,* •,,,.• 4 .-. ElRIFEMNINM IL OW MR...,IlaI II I ET.E. MD Mt i4+;.W' `4.V"" L.,..",,,-*,.. 4.V..wY41. ' iiiii, . ,,- 4,4:-.71: . -...';'•;:tii,-,I('-",/i,. , i —_______ ,.. , ., 4tAkiiebdigiO • 5:.... CITY OF RENTON DEPARTMENT OF COMMUNITY&°ECONOMIC'DEVELOPMENT-PLANNING,:DIVISION AFFIDAVIT:OF SERVICE:BY MAILING".:; On the 17th day of May 2017, I deposited in the mails of the United States, a sealed envelope containing Revision Request Letter from Planner documents.This information was sent to: T Name W , :t "Re resentin Please see attached list Applicant, Owner,Contacts, Parties of Record Signature of Sender): STATE OF WASHINGTON SS COUNTY OF KING I certify that I know or have satisfactory evidence that Gillian Syverson signed this instrument and acknowledged it to be lxis/atberr'free and voluntary act four the uses and purposes mentioned in the instrument. 0 ltli6 Dated: fl f 7 czo« Re/J Tau) /An O`:, P®GIi // U Not Public in and for the State of Was'hinitoaNs*13-N ,ynA5/, Notary(Print): ok —Powpf_S- g My appointment expires: q ao( ' ter°i,ev t!t, ,, 2 c<` h 9;11 . o p N!litn am` ' IIYASH 1 1''' VP\R'i\`` w'x=e•mT-II', '..jai, A- ;Project Name:, VMC Medical Office Building& North Garage Expansion P!rojecNunnl*er LUA16-000938, ECF, BSP,SA-H, MOD, MOD b s_ ram. Associated Valley Obstetrics & PUBLIC'HOSP DIST#1 KING—CO— a..s Alan Davis Gynecology,Inc. P 0 60X 50010 223 Yale Ave N 4011 Talbot Rd S;Suite 430 Renton,WA 98058 Seattle,WA 98109 Renton,WA 98055 Attn:Sandy S Attni Supervisor BECKY HARDI Valley Children's Clinic Valley Women's Healthcare-Renton Valley Medical Center 4011 Talbot Rd S,220 17722 Talbot Rd S 400 S 43RD St Renton,WA 98055 Rent1on,WA 98055 Renton,WA 98055 E....:............ ........,............--.-..., v.._.. r ......may a .. .......,..., .._..,,..... .,............ 71 Bob Mahn Chri Barnes DANIEL PEDERSEN RENTON CITY HALL REN ON CITY HALL Valley Medical Center 400 S 43rd St Renton,WA 98055 n._ David Korthals • Der k Geldenhuvs Flora Lee Metro Transit 430 Talbot Rd S,Suite 103 Renton City Hall 201 S Jackson St, MS KSC-TR-0413 Ren on,,WA 98055 1055 S Grady Way Seattle,WA 981043856 Renton,WA 98057 w Gary Kriedt Jaco Sheppard KALEN PRIVATSKY Metro Transit King County WTD 4011 Talbot Rd,Suite 300 201 S Jackson St,MS KSC-TR 0431 201 Jackson St, KSC-NR-0505 Renton,WA 98055 Seattle,WA 981043856 Sea le,WA 981043855 Karen Walter Mar Lampard MELANIE GUTIERREZ Muckleshoot Indian Tribe Fisheries King County WTD, Project Management NBBJ Division Unit 223 Yale Ave N 39015-A 172nd Ave SE 201 Jackson St,KSC-NR-0508 Seattle,WA 98109 Auburn,WA 98092 Sea le,WA 981043855 Tamara Sleeter MD&James Rice MD To-4 Thomas William Gragg Valley Women's Clinic PLLC Valley Medical Center NBBJ 17722 Talbot Rd S 400 S 43rd St 223 Yale Ave N Renton,WA 98055-5744 Renton,WA 98055 Seattle,WA 98109 CITY OF RENTON DEPARTMENT OF COMMUNITY 8i ECONOMIC DEVELOPMENT PLANNING':DIVISION AFFIDAVIT OF SERVICE BY MAILING.,"•• f On the 17th day of May 2017, I deposited in the mails of the United States,a sealed envelope containing ESDS Site Protection Letter documents.This information was sent to: Name i• Representing ;, • Joann Ware,Schemata Workshop Inc. Party of Record Signature of Sender). STATE OF WASHINGTON SS COUNTY OF KING I certify that I know or have satisfactory evidence that Gillian Syverson signed this instrument and acknowledged it to b- .• CP.threir free and voluntary act foIr the uses and purposes mentioned in the instrument. Dated: rricas 17 J1,-téjFt9-7")..m,i) s•-\\ tillP J!) No1 Public in and for the State of WA.u 43 5, "#141,•/// S /.117//./ 17.77-.4PT44,,.70Notary(Print): Wit ro-vue/c My appointment expires: Av16-iq clot op P. 11, TA a2s .#47 rkk 4..1- 17,C 4s.*POIOCtt(aMpl,i Sunset Court ApartmenIts Prcijett,,NumW4' LUA16-000068, CF,SATIA,VA-A penis Law Mayors t• C.Mnitinity&Economic Development C.E."Chip"Vinent;Administrator . : . . December 4;2017. . .. Jamie Waltier Harbour Homes, LLC 400 N 34th.Street Suite 300: Seattle,WA 98103 .• . SUBJECT:: : Vuecrest II.Short PI-t,LUA15-000026, ECF,;SHPL-A MOD PROJECT LOCATION:4909 Main Av= S(APN;322305-9097) . Dear Mr.Waltier: r mu icipal code allows the original approving boclyfo issue a single oneyear extension:Therefore, to RMC4-7-070M the g 1) a short plat extension is approved:The short plat will:) expire on June 5,2018. You should be aware this office is empowered to issue only one such extension. if'the final short .. plat approval is not completed by Ju e 5,2018 it will expire and cannot be extended again. Please feel free to contact me at(42.)430-7289 should you have:any further questions or comments regarding this,extension. Sincerely, C Clark H.Close Senior Planner . . . .. . • - . .. . cc: Chip Vincent,Planning Director Jennifer Henning,Current Plannin: Manager Brianne Bannwarth,Development ngineering Manager_ Vanessa Dolbee,Planning Manage Rohini Nair,:Plan.Review Chris Burris;Contact City of Renton File LUA15-000026 1055 South Grady Way,Renton;WA 98057• r ntonwa.gov • Clark Close From: Cooley, Linda <CooleyL@wsdot.wa.gov> Sent: Monday, October 31, 2016 12:26 PM To: Jennifer T. Henning; Clark Close Cc: Vicki Grover Subject: Corps permit odification WSDOT Direct Connector Attachments: 404_9 26_16 m dification_.pdf REF LUA15-000522,WSDOT, I-405/SR 16 Direct Connector Project Dear Jennifer and Clark, Since WSDOT holds a Critical Area Permit with the City of Renton and we want to be keep the City up to date on changes within critical areas. WSDOT rec ntly modified the Corps of Engineers permit. The modification was necessary to provide an improved turnip radius for Olympic Pipeline relocation work. The modification resulted in a reduction of 32 square feet of w land impact. The changes are shown in (attached) sheets 6, 8, and 9, dated September 23, 2016. The long-term temporary impacts to Wetland 24.7 R-B (shown on sheet 8) are slightly reduced and have shifted to the north. These changes are necess y to provide better access and improved equipment turning area to reach the gas pipeline. Previously permitte long-term temporary impacts to Wetland 24.7 R-B were 16,650 square feet. The revised impacts to Wetland 24.7 R-B are 16,632 square feet. Please see revised sheet 6, attached. Sincerely, Linda Cooley Environmental Permit/Compliance Lead WSDOT NWR Design Build Office 425-456-8586 0 206-769-7481 0 1 L: OT .f `.„ DEPARTMENT OF THE ARMY 7 SEATTLE DISTRICT,CORPS OF ENGINEERS P i I':, M P.O.BOX 3755 SEATTLE,WASHINGTON 98124-3755 REPLY Tn,`P ATTENTION OF Regulatory Branch EP z r 2015 RECEIVED OCT 31 2016 Ms. Lisa Hodgson CITY OF RENTON Washington State Department of Transportation PLANNING DIVISION 600 108t Avenue Northeast, Suite 405 Bellevue, Washington 98004 Reference: NWS-2014-29 WA St Dept of Transportation SR 167/I-405 Direct Connector) Dear Ms. Hodgson: We have received your request to modify the approved plans for the above-referenced Department of the Army permit. The original permit dated January 26, 2016, and plans dated November 25, 2015, were to modify the State Route(SR) 167/Interstate 405 (I-405)interchange by constructing a direct connector ramp in wetlands, ditches, Rolling Hills Creek,and East Fork Panther Creek at the City of Renton, King County, Washington. A modified permit dated May 20, 2016 and plans dated May 3, 2016, authorized a change in impacts from the Olympic Pipeline petroleum pipeline installation. A second modification was requested due to a change in the long-term temporary impacts associated with the access and turn-around location for the pipeline installation. Your request for a second permit modification is approved. Enclosed are the approved modified plans dated September 23, 2016, which supersede plans authorized by the Secretary of the Army on May 20, 2016, and January 26, 2016. All other terms and conditions contained in the original permit remain in full force and effect. If you have any questions,please contact Ms. Rebecca McAndrew at rebecca.e.mcandrew@usace.army.mil or at(206) 764-6912. BY AUTHORITY OF THE SECRETARY OF THE ARMY: iikif John G. Buck 1. Colonel, Corps of Engineers District Engineer Enclosure 1 T. 23N. R. 5E. W.M. PROJECT LOCATION END PROJECT I-405 MP. 3.96 NB405 1272+82.10 Zr. LAT 47° 29'0.65" N LONG 122° 11'48.74" W qF, WASHINGTON y 4 STATE 1-- 0 1 6NSF UNN' 01 17 I-405/SR 167 18_ INTERCHANGE DIRECT CONNECTOR PROJECT VICINITY MAP 19 ® ; STREAM SHEETS 1:L d East Fork of Panther Creek A/l SHEET 19 09.SC-25.7) 5 Rolling Hills Creek 8, 11, 15, yqpi or( 09.SC-2.8) 16, 17 Llr% ROLLING HILLS A SHEET 15 CREEK JURISDICTIONAL DITCH SHEETS SHEET 13 I EET 11wSHROLLING HILLS CREEK 20D2.21R 12 w I RESTORATION SITE D2.22R 12 L> RENTON , pm-- (PROPOSE') D2.6R 17 w Q F--_m r - SHEET 8 D2.6L 190 D2.61L 19 G` l== " 4SHEET 6 1 0 WETLAND SHEETS Ck --- — L` 2.2R-A 13 a Ett W r SHEET 5r 2.2R-B 13 Q I"-I 2.31 R 15, 16 SW 27TH S IrW 2.57R 17 ti---,• I-., 2.61R 17 k A1 SHEET 3 2.6R 19 2.7R 19 b_l 24.7R-A 2, 3, 5,6 j 24.7R-B 6,8 f SHEET 2 j 24.7R-C 5, 11, 15, 16 off; ` ,BEGIN PROJECT SPRGATIONOK a • SR 167 MP. 24.8025.0E 2, 3, 5 MITIGATION J ;,' ,25.7L 6 SITES 2, , i ,J E 167 11075+06.33 25.8E 6,8 EXIS-INC) w - LAT 47° 26'47.12" N 25.9E 8 v 1 / LONG 122° 12'58.26" W EAST FORK N. 1. j ".. PANTHER ilk CREEKSW41STST 3231 N2qli mINAD83/91 (HORIZONTAL) 0 1000 2000 e rn NAVD 88 (VERTICAL) SCALE IN FEET PROJECT: I-405fSR167 INTERCHANGE DIRECT CONNECTOR REFERENCE: NWS-2014-29 4111. PURPOSE: ROADWAY IMPROVEMENTS APPLICANT: WSDOT PROPOSED:7.0 ACRES OF IMPACTS TO WETLANDS AND OTHER WATER COUNTY: KINGWILOCATION:I-40YSR167 INTERCHANGE,RENTON,WA NEAR: RENTON Washington StateSR167MP24.80 TO MP 26.26, 1-405 MP 2.32 TO MP 3.96 WATER BODY:ROLUNG HILLS CREEK 8: WETLANDS DATUM: HORIZONTAL NAD 83/91.VERTICAL:NAVD 88 Department of Transportation ADJACENT PROPERTY OWNERS: SEE ATTACHMENT C DATE: 09/2302016 SHEET:1 OF:20 T. 23N. R. 5E. W.M. LEGEND I __ ROADWAY CENTERLINE OFONL ORDINARY HIGH WATER LINE 4 1 1 1 1 4 1 4 1 4 4 4 4 4 4 WETLAND BOUNDARYhn I ut< ,vim "' WETLAND4y14 o 1 4 1 1 1 1 1 1 i 1 WETLAND BUFFER 4 E 4 4 N 1 1 1 1 1 4 1 1 1 4 ! PROPOSED STREAM 4 I + 4 40.1 1 4 1 1 1 1 4 4 4 CENTER LINE I D • • EXISTING STREAM 41 I 4 1 114 1 1 4 4 4 1 1 4 4 CENTER LINE N I STREAM BUFFERI 41 11 14 1 4 1 1 4 4 1 1 1 - CUT CUT LINE I FILL FILL LINE14A14141111444 i 4 1 4 4 1 4 1 4 4 4 4 4 I EXISTING DRAINAGE CULVERT 1 PROPOSED DRAINAGE CULVERT Sr-- ST--S - %' 1 1 1 1 1 4 1 1 4I14i EXISTING DITCH 1 1 4 Ij 4 4 1 1 1 1 1 1 1 PROPOSED DITCHI 4 1 4' 1 1 4 1 1 1 1 1 1 PERMANENT JURISDICTIONAL DITCH IMPACT 4 ,1 t.0' 1, 1 1 1 1 1 1 1 1 1 RIGHT OF WAY 1 4i4 I' 1 1 1 1 1 1 4 1 1 EXISTING EDGE OF PAVEMENT I co, re' 1 PROPOSED EDGE OF PAVEMENTI4y4114141144 A; 0. 4 4 1 1 4 1 4 1 1 -Sr - - Sr- EXISTING STORM DRAIN j1 I In y 1 1 4 1 1 1 4 4 ST ST PROPOSED STORM DRAIN 1 11 1,1 En 4 4 4 4 1 1 4 4 A A PROPOSED WALL 11 4 I r A%4 A (SEE1OF20) SHEET 4 \\\` PERMANENT WETLAND 25.OL I ' 1+j WETLAND IMPACT 1 4 1 1 ,! 4 1 1 1 1 4 4 4 j/ WETLAND NIMPACTTEMPORARY 4 ' St- 4 4 1 1 1 4 4 4 PERMANENT WETLANDI1141119144BUFFERIMPACT1• I ,AN 1 4; I/ to%' 1 ' 4 1 1 1 1 4 4 4 - TEMPORARY WETLAND 4 1• 1 • 4 1 4 4 4 4 4 4 1 k..AAA. BUFFER IMPACT 1 Ilk`, 1 WETLAND 24.7R-A 4 IMPACT CONVERSION I Y 1 1 1 1 1 4 4 1 1 1 4 t^x^x PERMANENT4 STREAM IMPACT11111444144 .. V 1 1 TEMPORARY 4 I I/ 1 4 4 1 4 4 1 1 1 1 1 STREAM IMPACT 1 4 1 4 , 1 1 4 1 4 4 1 4 4 1 1 u 1 INDIRECT PERMANENT1 1 ' E 4' 4 4 1 1 1 1 1 1 4 4 4 rd0iid ddiidit WETLAND IMPACT 1• 1 1 I 1 I4 4 4 1 4 1 1 1 1 1 1 41 Al4 O• 4 I p 1 4 4 1 4 1 1 1 1 4 1 1 WETLAND IMPACTSIN144414414114111WETLAND24.7R-A (CAT II) SQ.FT. ACRES 4• I 1 4 - 1 4 1 1 4 1 1 4 4 1 WETLAND AREA 1,922,748 44.14 4 ] 1 4 1 1 1 4 1 1 4 1 1 1 4 1 1 PERM.WETLAND IMPACT 4,125 0.09 1 11 4 1 4 4 1 4 1 4 1 1 4 1 4 1 sr--ST- I LONG-TERM TEMP.3,860 0.09 4 I 1 4 1 1 1 4 4 1 4 1 1 1 4 1 WETLAND IMPACTI 1 1 T-i 1 4 1 1 1 4 4 4 4 4 4 4 1 -- - WETLAND 25.0L (CAT III) SQ.FT. ACRESII1ii411414111144 f 4 4 4 1 1 1 1 4 4 1 4 4 4 WETLAND AREA 180,316 4.14 4 , ' See Sheet 5 of 20 for Impacts 4 I 1 4 1 1 4 4 1 1 1 4 1 1 1 I 4 ' 1 14 ,1 1 4 1 1 4 4 4 1 4 4 1 4 41 4 1 1 4 1 1 1 1 4 1 4 1 4 1 1 4 1 4 1 1 11 1 1 4 1 1 4 1 1 1 1 4 1 4 4 1 111 4 I 1 1 1 1 4 1 1 1 1 1 1 1 1 4 4 1 1 1 1 i 4 4 1 1 4 1 4 1 4 1 4 4 1 I I I141q 0 50 100 4 4 4 4 1 4 4 4 4 4 4 4 4 4 4 4 SCALE IN FEETf. PROJECT: I-405/S1167 INTERCHANGE DIRECT CONNECTOR REFERENCE: NWS-2014-29 PURPOSE: ROADWAY IMPROVEMENTS APPLICANT: WSDOT PROPOSED:7.0 ACRES OF IMPACTS TO WETLANDS AND OTHER WATER COUNTY: KINGIV LOCATION:I-40SfSR167 INTERCHANGE,RENTON,WA NEAR: RENTON Washington State SR 167 MP 24.80 TO MP 26.26, 1-405 MP 2.32 TO MP 3.96 WATER BODY:ROLLING HILLS CREEK & WETLANDS DATUM: HORIZONTAL:NAD 83/91.VERTICAL:NAVD 88 Department of Transportation ADJACENT PROPERTY OWNERS: SEE ATTACHMENT C DATE: 09232016 SHEET: 2 OF: 20 T. 23N. R. 5E. W.M. LEGEND J __ ROADWAY CENTERLINE 1 I4 i\ + 1 1 4 1 1 4 4 4 4 — pHyyL WATERLINEORDINARY44i WETLAND BOUNDARYII11144191111141 . 11i. ,, ,w, WETLANDEI14 i, 4 4 4 4414111111 WETLAND BUFFER 14 4 j1 ,4 - 44 41111414 ---- PROPOSED STREAM CENTERLINE4jI141111444141 t EXISTING STREAM 1 CENTER LINE 1 - 41 1 4 4 1 4 4 4 1 1 4 4 1 4 STREAM BUFFER I I CUT CUT LINE 1 I. I 4 4 4 4 4 4 4 4 4 1 4 FILL FILL LINE 111 1 Tc==== 1 1 4 4 1 i 4 4 4 1 4 4 k EXISTING DRAINAGE CULVERT 1 in I) 4 4 1 d 1 WETLAND 24.7R-A PROPOSED DRAINAGE CULVERT 4' 4 4 4 4 4 1 1 1 1 4 EXISTING DITCH 1• 1 4 11 4 4 4 4 4 4 4 1 1 1 4 PROPOSED DITCH PERMANENT JURISDICTIONAL1y4' 11 • 4 4 4 4 4 I 4 4- DITCH IMPACT I I I • I , 1 1 0 50 100 f 1 Al 7 4 4 4 4 4 1 4 4 RIGHT OF WAY SCALE IN FEET f I 1 EXISTING EDGE OF PAVEMENT 1 1 1 4 4 4 4 4 1 4 1 4• PROPOSED EDGE OF PAVEMENTI• 1 1 4 1 4 4 4 4 1 4 4I1I sr--sr - EXISTING STORM DRAINI1 1 ` 4 4 4 4 4 1 4I41It ST -ST PROPOSED STORM DRAIN WETLAND 25.01_ 14 1 , I 1 4 4 4 4 1 4 4 PROPOSED WALL r - 4 411 a' i 4 4 1 1 4 1 1 4. \\N PERMANENT WETLAND IMPACT14' 1 I N LL v 4 4 4 4 1 1 4 4 14 4 1 I1 I 1 4 1 4 1 4 4 jjj/,, LONG-TERMONG-T DNIMPACTORARY 1 1 B II 1 1 of 4 4 4 4 4 4 1 BUFFER IMPACTANENT WETLAND 1 _ 41 I, 1 4, 4 I rt' 4 4 4 1 4 1 4 L•4.4.+ BUFF R IMPACTTLAND I d J 4 4 4 1 4 4 - PERMANENT CONVERSION4111iIMPACT1 4 .4 11 1 4 4 1 1 4 4 i 1 i K ".x' s 5, PERMANENT 1. 1 4 1 11J; 4 4 4 1 1 1 4 ,, ,, STREAM IMPACT 1 I 1 4 1 4, 1 1 4 1 1 4 1 TEMPORARY I STREAM IMPACTI144 , 4 4 1 4 4 I 1 4 11 Y; INDIRECT PERMANENT 11 '4 11 4 4 4 1 4 4 •• WETLAND IMPACT I I 1 4 4 1 4 4 11° 4 11 1 1 1 1 1 1 4 4 4 1 41111 j4 4 1 1 1 1 4 4 4 4 11 4 1 41 4 4 4 4 44 I 1 4% 1. 14 1 4 4 WETLAND/STREAM IMPACTS 1. 4 I 1 1 1 1 1 4 4 WETLAND 24.7R-A (CAT II) SQ.FT. ACRES T 1 1 1 4_ 1_ 4_ 4 1 1 O i 1.1 1 4 4 4 WETLAND AREA 1,922,748 44.14 4.j 1 1 1 4 4 4 r"---",,I, 1 1 4 1 N 11 4 4 4 4 See Sheet 2 of 20 for impacts 8 4 4 1 4 4 4 11 - I1 I1 a_ 1 4 1 1 4 1 11 4 1 1 4 1 1 -t'4 i11 4 4 11 4 4 1 4 4 WETLAND 25.0L (CAT III) SQ.FT. ACRES I1 11 1, 4 I 41 1 4 4 1 WETLAND AREA 180,316 4.14 11 4 4 4 4 1 4 1 4 See Sheet 5 of 20 for impacts I,; 4 1 1 1 4,1 4 4 4 4 4 11 1 1 4 i1 4 4 -'//4 4 1 11 ' 1 1 4 4 114 4 44 1 4 ) "d` 4_1 41 \4 41 I 4 4 4 r"1'1 1IA-- I+ I I 14 4 1 4Il44I1 1 1 1 4, 1 1 - 4 1. 1 4 4 '4 i 4 1 PROJECT: I-405'SR167 INTERCHANGE DIRECT CONNECTOR REFERENCE: NWS-2014-29 Adak PURPOSE: ROADWAY IMPROVEMENTS APPLICANT: WSDOT PROPOSED:7.0 ACRES OF IMPACTS TO WETLANDS AND OTHER WATER COUNTY: KING LOCATION:I-4055 11167 INTERCHANGE,RENTON,WA NEAR: RENTON Washington StateSR167MP24.80 TO MP 26.26, 1-405 MP 2.32 TO MP 3.96 WATER BODY:ROLLING HILLS CREEK & WETLANDS DATUM: HORIZONTAL:NAD 83/91.VERTICAL:NAVD 88 Department of Transportation ADJACENT PROPERTY OWNERS: SEE ATTACHMENT C DATE: 09232016 SHEET: 3 OF: 20 50 — 50 LONG-TERM TEMPORARY WETLAND IMPACT 40 - SRC67 PERMANENT WETLAND M ACT 40 RAY PROPOSED SHOULDER 1 WIDENING \ I 30 EXISTING GROUND 1 WETLAND 24.7R-A 20 _ MEDIA FILTER DRAIN 20 10 . 1 1 1 1 I i 1 I 1 1 1 1 1 1 1 1 1 1 1 1 10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 SECTION A-A (MP 25.05) 50 — 50 SR167 LONG-TERM TEMPORARY WETLAND IMPACT I 40 — PROPOSED SHOULDE PERMANENT WETLAND M ACT \ 40 WIDENING 1_ - 30 — 1111 30 I WETLAND 24.7R-A w_ EXISTING GROUND 20 - MEDIA FILTER DRAIN 20 10 - I I I I I I I I 11 I 1 I ) I 1 I I I 1 I I I I I10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 SECTION B-B (MP 25.35) NOTES: 1.ALL DIMENSIONS ARE IN FEET. 2.CROSS SECTION SCALES ARE DRAWN AT 1H:1V. PROJECT: 1-405'SR167 INTERCHANGE DIRECT CONNECTOR REFERENCE: NWS-2014-29 PURPOSE: ROADWAY IMPROVEMENTS APPLICANT: WSDOT I/ PROPOSED:7.0 ACRES OF IMPACTS TO WETLANDS AND OTHER WATER COUNTY: KING LOCATION:I-4055 11167 INTERCHANGE,RENTON,WA NEAR: RENTON Washington State SR 167 MP 24.80 TO MP 26.26, 1-405 MP 2.32 TO MP 3.96 WATER BODY:ROWNG HILLS CREEK & WETLANDS DATUM: HORIZONTAL NAD 83/91.VERTICAL:NAVD 88 Department of Transportation ADJACENT PROPERTY OWNERS: SEE ATTACHMENT C DATE: 092302016 SHEET: 4 OF:20 T. 23N. R. 5E. W.M. LEGEND L___ ROADWAY CENTERLINE OHWL— ORDINARY HIGH WATER LINE MATCH LINE SEE SHEET 6 T, r WETLAND BOUNDARY CULVERT.C73 /^ II • EXISTING 1 C 1 1 9 J 1 J 1 1 WETLAND g 1 CULVERT C72 Il\ S J t t g t 1 t WETLAND BUFFER I.1 1 1 Q` WETLAND•24.7R-A — PROPOSED STREAM i CENTER LINE 4. 1tit,1,4 EXISTING STREAM 1 1 BUFFERSTRAM CENTER 1 E F _j 1 I. CUT CUT LINE I Mk)1 1://!i j It1 1 j 9 t \ t 1 FILL FILL LINE 1 1%`' E. ` t 1 t 1 \ 1 1 k I EXISTING DRAINAGE CULVERT I 1 1 T% EAST FORK, 1 1 9 1 1 I PROPOSED DRAINAGE CULVERT PANTHER CREEK 111%1 n (STREAM 09.SC-25.7)4 1 EXISTING DITCH 1 j1,7 1 PROPOSED DITCH f i 1 11 1 r` / 1 1 \\ 4444 11PERMANENT JURISDICTIONAL 11 /1 I 1 DITCH IMPACT 11 o`•. 1 1 1 RIGHT OF WAY 1 ; •I 1 11 EXISTING EDGE OF PAVEMENT 11 i11 I1 99 PROPOSED EDGE OF PAVEMENT IWETLAND 25.0E 11$ a119Ho11sr - sr EXISTING STORM DRAIN 1 Ij 4 # C' 11 i 1 C 1 d 1 4 ST ST PROPOSED STORM DRAIN 1 t 1 4 1 A A PROPOSED WALL el C 1 A I SEE oSfH2oET 1 1 1 1 1 1 1 L . PERMANENT ti A Vi 1 1 1 # 1 l \ WETLAND IMPACT I tq{ 1 - 11 1 1 j LONG-TERM TEMPORARY 1 1 t 1 WETLAND IMPACT 11 1 1 1 "1 1 t # PERMANENT WETLAND u 1 1 1 1 1 # 1 - . BUFFER IMPACT 1 1 1•4 TEMPORARY WETLAND 1 it VD Il 4 1 1 1 1 1 $.*. Al BUFFER IMPACT 1 1 4 4 1 1 1i' PERMANENT CONVERSION II 3 111 IMPACT 111 1 LL 1 t 1 X X PERMANENT 11' RI,' 1 1 4 1 4 1 1 ., a STREAM IMPACT 1 TEMPORARY1 i e I 1 1 1 •/ 11 1 STREAM IMPACT It 0:• lld 11 1 1 1 1 '. INDIRECT PERMANENT r $, 1 1 1 4 1 11'yt; WETLAND IMPACT 1 $ •19 1 % j1 1' 1 1 1 1 1 1 1 I1 1 1 1 i y 11'4$LL j1 1 4 i d 11 , ;' d 1 1 1 1 WETLAND/STREAM IMPACTS 1,i 141 1 1 1 1 WETLAND 24.7R-A (CAT II) SQ.FT. ACRES 0 11 'J 0 1 1 1 1 WETLAND AREA 1,922,748 44.14 ii 1 S it' W. 11 1 9 1 See Sheet 2 of 20 for Impacts O It N 1 1 WETLAND 25.OL (CAT III) SQ.FT. ACRES N 8 j 1 q WETLAND AREA 180,316 4.14 It LL I t PERM.WETLAND IMPACT 4,050 0.09 1 LONG-TERM TEMP. I 1 1 WETLAND IMPACT 2,930 0.07 1 PERM.WETLAND 11 4.111 1, 1 BUFFER IMPACT 1,780 0.04 TEMP WETLAND 11 II 1' 1 BUFFER IMPACT 430 0.01 I I' 11, 1 I t EAST FORK OF SQ,FT, ACRES I 1 1 1•1 " j t PANTHER CREEK 0 50 100 1 1I I 09.SC-25.7) 1 1 SCALE IN FEET 1 (1 1 TEMP.STREAM IMPACT 260 <0.01I ,1 1 PROJECT: 1.4051R167 INTERCHANGE DIRECT CONNECTOR REFERENCE: NWS-2014-29 PURPOSE: ROADWAY IMPROVEMENTS APPLICANT: WSDOT PROPOSED:7.0 ACRES OF IMPACTS TO WETLANDS AND OTHER WATER COUNTY: KING LOCATION:I-405'SR167 INTERCHANGE,RENTON,WA NEAR: RENTON Washington StateSR167MP24.80 TO MP 26.26, 1-405 MP 2.32 TO MP 3.96 WATER BODY:ROLLING HILLS CREEK & WETLANDS Department of TransportationDATUM: HORIZONTAL NAD 83/91.VERTICAL:NAVD 88 PP ADJACENT PROPERTY OWNERS: SEE ATTACHMENT C DATE: 04,23,2016 SHEET: 5 OF: 20 T. 23N. R. 5E. W.M. LEGEND J _ ROADWAY CENTERLINE OHWL-. ORDINARY HIGH WATER LINE WETLAND BOUNDARY MATCH UNE SEE SHEET 8 U' 'U` ''L WETLAND 14 ' r 4 4 WETLAND BUFFER 4 4 4 4 4 I y ' i i, 4 4 4 4 4 1 4 --!~— PROPOSED CENTER LINE 4 4 4 4 4 4) I " '1 {{ Vi/ETLAND 24.7R-BI EXISTING STREAM 1 I V,o CENTER LINE 4 4 u, 1 0 4 4 4 STREAM BUFFER 4 4 I ~ f 1 1 9 1 1 1 1 - CUT CUT LINE 4_ 4-1 4'4 4 I i ' 1 1 1 1 1 1 1 14 - FILL FILL LINE 4 4 1 44414 4 k= EXISTING DRAINAGE CULVERT J ]4 4 1 4 44 PROPOSED DRAINAGE CULVERT 1 4 4 4 1 4 4 EXISTING DITCH 1 In 1 i 4 4 1 4 4 4 ---- PROPOSED DITCH WETLAND'25.81y k a 1 J 4 1 4 4 4 4 4 4 1 4 PERMANENT JURISDICTIONAL 4 DITCH IMPACT v N % i, 4 4 4 4 4 4 4 4 4 RIGHT OF WAY 4 4 EXISTING EDGE OF PAVEMENT1i44 4 JJ t 4 Vi 4 4 4 4 4 4 4 4 4 4 PROPOSED EDGE OF PAVEMENT N i 1 t i 4 4 4 4 4 4 4 4 -sr——sr—-EXISTING STORM DRAIN I J l 4 4 4 4 4 4 4 4 4 -ST ST PROPOSED STORM DRAIN i 1i4 4 4 4 4 A A PROPOSED WALL 4 4 PERMANENTlyti1, 4 1 1 4 1 1 4 \ \ WETLAND IMPACT14 i J 11,4 4 4 4 4 4 LONG-TERM TEMPORARY 0 4 4 4 47: 4, WETLAND IMPACT j i 4 4 4444 PERMANENT WETLAND 4 4 1 BUFFER IMPACT t V 4 4 4 4 TEMPORARY WETLAND J 4 9 4 4 44 BUFFER IMPACT PERMANENT CONVERSION 4 N 1'I, 4 4 4 4444IMPACT Ili d 1' 4 1 4 4 4 K x x PERMANENT i r1 1 4 4 4 4 .. STREAM IMPACT I,• j{1 J1u,j' 1 1 4 4 4 TEMPORARY I; 9 4 4 4 4 4 4 STREAM IMPACT 4 I i' A0 4 4 4 4 4 t, INDIRECT PERMANENT 11 4 11 4 1 WETLAND IMPACT WETLAND 25.#L , 14 4 4 I4 '' a ,1 4 4 4 WETLAND IMPACTS 4 I I4 4 4 ; t, A N 1 `D4 4 4 WETLAND 24.7R-B (CAT II) SQ.FT. ACRES fIIII 4 4 ,1'1 4 4 4 WETLAND AREA 420,330 9.65 J 4 4 11r lb, ' r 4 4 PERM.WETLAND IMPACT 36,610 0.84 i p a I 4 4D '1 f(! til 4 4 4 4 LONG-TERM TEMP. 16,632 0.38 Q , I 1 1 4 WETLAND IMPACT 4 ' 4.r p 4 4 4 PERM.WETLAND u k 4 i111`1 11 4 BUFFER IMPACT 270 <0.01 14 4 4 i •• 4 4 4 TEMP.WETLAND 210 <0.01 I i1 s BUFFER IMPACT LU a '4 4 4 4`L`'d 1 4 4 PERM.CONVERSION 190 0.10 4 4 11 O V1, 4 4 4 IMPACT 4' Q AI 1 i 4 4 WETLAND 25.7L (CAT III) SQ.FT. ACRES 4 14 I 4 F."I \\d 4 1 1I' a 1 4 4 4 WETLAND AREA 12,702 0.29 y I 1 " 4 4 4 4 BUFFER IMP CT 4,370 0.10 r 4 I , 4 4 4 4 TEMP.WETLAND 1,302 0.03I1I '14 BUFFER IMPACT j 41 I 4 4 PERM.WETLAND IMPACT 0 0.00 it•1 ' 44 LONG-TERM TEMP. 547 0.01 i,`^ V1 WETLAND IMPACT r' WETLAN 24.7R-A++ j1 f 4. 0 50 100 MATCH LINE SEE SHEET 5 SCALE IN FEET PROJECT: I-405/SR167 INTERCHANGE DIRECT CONNECTOR REFERENCE: NWS-2014-29 PURPOSE: ROADWAY IMPROVEMENTS APPUCANT: WSDOT PROPOSED:7.0 ACRES OF IMPACTS TO WETLANDS AND OTHER WATER COUNTY: KING LOCATION:I-405'SR167 INTERCHANGE,RENTON,WA NEAR: RENTON Washington State SR 167 MP 24.80 TO MP 26.26, 1-405 MP 2.32 TO MP 3.96 WATER BODY:ROLLING HILLS CREEK & WETLANDS Department of TransportationDATUM: HORIZONTAL:NAD 83/91.VERTICAL:NAVD 88 P P ADJACENT PROPERTY OWNERS: SEE ATTACHMENT C DATE: 02232016 SHEET: 6 OF 20 70— 70 60— 60 LONG-TERM TEMPORARY ONG-TERM TEMPORARY WETLAND IMPACT 50- WETLAND IMPACT 50 PERMANENT WETLAND R W SR167 IMPACT WETLAND rt 40 25.0L 40 PROPOSED PROPOSED WETLAND 24.7R-A- ROADWAY ROADWAY 30 A I 30 1 1 MEDIA FILTER DRAIN - 20 1 20 J EXISTING GROUND— 10 I ) 1 1 , 1 I 1 I 1 I 1 1 1 1 1 1 1 1 1 -1 10 120 -110 -100 -90 -80 -70 -60 -50 30 40 50 60 70 80 90 100 110 120 SECTION C-C (MP 25.60) 70 - 70 LONG-TERM TEMPORARY WETLAND IMPACT 60 - TEMP WETLAND WETLAND 24.7R-B 60 BUFFER IMPACT PERMANENT LONG-TERM TEMPORARY 50 BUFFER WETLAND IMPACT IMPACT PERMANENT WETLAND - 50 SR167 IMPACT rC 40 - WETLAND WETLAND 25.7L 40 25.7L BUFFER PROPOSED PROPOSED ROADWAY RAN ROADWAY 30 - A 30 20 - MEDIA FILTER DRAIN 20 r---- PROPOSED OPEN-TOP STORMWATER VAULT 10 I I I I I I I I I '- 10 140 -130 -120 -110 -100 -90 -80 0 10 20 30 40 50 60 70 80 90 SECTION D-D (MP 25.72) NOTES: 1.ALL DIMENSIONS ARE IN FEET. 2.CROSS SECTION SCALES ARE DRAWN AT 1H:1V. PROJECT: I-405'SR167 INTERCHANGE DIRECT CONNECTOR REFERENCE: NWS-2014-29 g:1, PURPOSE: ROADWAY IMPROVEMENTS APPLICANT: WSDOT PROPOSED:7.0 ACRES OF IMPACTS TO WETLANDS AND OTHER WATER COUNTY: KING LOCATION:I-405'SR167 INTERCHANGE,RENTON,WA NEAR: RENTON Washington State SR 167 MP 24.80 TO MP 26.26, 1-405 MP 2.32 TO MP 3.96 WATER BODY:ROLLING HILLS CREEK & WETLANDS DATUM: HORIZONTAL:NAD 83/91.VERTICAL:NAVD 88 Department of Transportation ADJACENT PROPERTY OWNERS: SEE ATTACHMENT C DATE: 09/232016 SHEET: 7 OF:20 T. 23N. R. 5E. W.M. MATCH LINE SEE SHEET 11 1 / 4 4 i 1 ENVIRONMENTAL1 .1kP).ML 11 -1 EASEMENT 10 itr 1 4 1 WETLAND 24.7R-C ,) a % 111111 i, / 4' ji% 4 91 # 13 9 EASEMENT cc SEE SHEET ' H I 1 Oili r; 1 1 `i Lu Q 10 of 20) I.• ) d a cv 4.„1.\:1 Itilitt, , , .F., , ,.i r 'i..as I Rolling Hills CreekF,' PROPOSED PERMANENT s"'` I j I _ relocated/enhanc !` 3T f ACCESS RAMP Sf'.. \ I , W r 09.SC-2.8- W — - w M-•-%4,. ... SEE SHEET dn— e.,.fte". F r_ -.!!I ii LEGEND 12"4 1 EXISTING DRAINAGE 4 f. . I CULVERT 4 4 PROPOSED Ar.- I I PROPOSED DRAINAGE 4 i WATERLIN \ . j `•\ et bp1 CULVERT 4 4 4 11 \j `II' RELOCATION \ c.Ycr EXISTING DITCH 4 1 i PROPOSED DITCH41Q41-- --d WtWWW N I 1 i PROPOSED e i PERMANENT JURISDIC- 4 1 4.. TIONAL DITCH IMPACTd1iiFISHPASSABLEr. 4 4 4 4 4 STRUCTURE 4 1•• -.. \ PERMANENT Y/ I e/ 1 WETLAND IMPACT i1 la' 1 I4/ / 1 4 4 4 1 LONG-TERM TEMPORARYEf1,/f 4 a 4 4 W WETLAND IMPACT 1 1 I F '"O f I%//r W PERMANENT WETLAND 4 4 4 4 i I or 11, LAW, 24.7R-B 4 W-•-. BUFFER IMPACT 4 4 4 I j •• \ N e A /% UTILITY 4 I4.0M. TEMPORARY WETLAND 4 4 1 I { a 11%/ 4 EASEMENT 1 A BUFFER IMPACT 4 1 k.`' e /`•- •,,1 # PERMANENT CONVERSION s ii, EXISTING 4 4 4 1 h,: PROPOSED TPICa,' 0 4 4 " OLYMPIC 4 4 ! • IMPACT OLY44411jPIPELINE `' 4 1 41 4 4 PIPELINE # {^ x^x PERMANENT 4 I 1 11 1 STREAM IMPACT 4 4 WETLAND 25.9L j 1 1 TEMPORARY NVETLAINO 4 i V j 1 STREAM IMPACT 5.8L 4 4 4 j i L ROADWAY INDIRECT PERMANENT 1 4 CENTERLINE WETLAND IMPACT 4 4 4 4 OHWL ORDINARY HIGH PERMANENT ACCESS RAMP 4 4 ! 1 WATER LINE crt- 9 1 r I 4 WETLAND BOUNDARY TEMP CONSTRUCTION ROAD 4 4 91 r f w. •J WETLAND 1 1 4 41 1 L(% 1 WETLAND BUFFER, 41 4 _P. — PROPOSED STREAM 1 ] 4 CENTER LINE 1 1 4 1 { m 1 STREAM BUFFER Ir CUT CUT LINE 1 4 1 11 • y 03 4 4 FILL FILL LINE I 4 4 1 (, m vi e 0 RIGHT OF WAY WETLAND IMPACTS 1 N 1 WETLAND 24.7R-C (CAT II) SO.FT. ACRES 1 4 1 I 1 ,, a 4 EXISTING EDGE WETLAND AREA 301,960 6.93I cr.,:? III OF PAVEMENT 1 91 I t1i i PROPOSED EDGE See Sheet 11 of 18 for impacts 1 0 li OF PAVEMENT1111/ WETLAND 24.7R-B (CAT II) SQ.FT. ACRES 1 I'• '- sr— —sr- EXISTING 4 41 i,STORM DRAIN WETLAND AREA 420,330 9.65 4 41 i -ST ST PROPOSED STORM DRAIN gee Sheet 6 of 18 for ImpactsI 4 11 irks A A PROPOSED WALL WETLAND 25.9L (CAT III) SG.FT. ACRES 1 4 41 A 1 I 1 I WETLAND AREA 4,499 0.10 0 50 100 MATCH LINE SEE SHEET 6 SCALE IN FEET PERM.WETLAND IMPACT 4,499 0.10 PROJECT: 4405'SR167 INTERCHANGE DIRECT CONNECTOR REFERENCE: NWS-2014-29 PURPOSE: ROADWAY IMPROVEMENTS APPLICANT: WSDOT PROPOSED:7.0 ACRES OF IMPACTS TO WETLANDS AND OTHER WATER COUNTY: KING LOCATION:I-405'SR167 INTERCHANGE,RENTON,WA NEAR: RENTON Washington State SR 167 MP 24.80 TO MP 26.26, 1-405 MP 2.32 TO MP 3.96 WATER BODY:ROLLING HILLS CREEK 3 WETLANDS DATUM: HORIZONTAL:NAD 83/91.VERTICAL:NAVD 88 Department of Transportation ADJACENT PROPERTY OWNERS: SEE ATTACHMENT C DATE: 09/232016 SHEET: 8 OF: 20 EXIST NOTES:60 1.ALL DIMENSIONS ARE IN FEET. 2. CROSS SECTION SCALES ARE DRAWN AT 1H:1V. 50 - PERMANENT WETLAND IMPACT WETLAND 40 - 25.9E SR167 PROPOSED rt ROADWAY 30 - t- EXISTING I 20 VALLLEY— I ROAD EXISTING GROUND 10 1 : I : 1 : 1 I I I I ' 160 -150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 0 SECTION E-E (MP 25.91) r— MATCHLINE 60 WETLAND 24.7R-B PROP -PERMANENT RIW WETLAND PERMANENT IMPACT WETLAND LONG-TERM TEMPORARY I LONG-TERM TEMPORARY , - 40 SR167 PROPOSED IMPACT WETLAND IMPACT WETLAND IMPACT ROADWAY 30 UTIUTY 1EASEMENT EXISTING GROUND MEDIA FILTER DRAIN- -_ 20 APPROXIMATE RELOCATED EXISTING GROUND PIPELINE LOCATION 1 1 1 1 1 1 1 ' 1 ' 1 ' 1 1 1 1 1 I ' I ' 10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 SECTION E-E (MP 25.91)- cont'd 60— 60 PERMANENT WETLAND WETLAND 24.7R-B __ IMPACT-25.9L 50- PERMANENT 50 EXIST - 8Rt67 CONVERSION ROW rt IMPACT PERMANENT WETLAND 40-I IMPACT 40 I EXISTING I I 30- 60PECULVERT CULVERT I PROPOSED 30 PI ACCESS ROADWAY EXISTING PROPOSED GROUND I EMBANKMENT _ I, I 20- STRUCTURE EXISTING EAST VALLEY ROAD MEDIA FILTER DRAIN 7V 20I PROPOSED FISH PASSABLE STRUCTURE 10 l c cr'}' i I i i;i i•;i• ••O i;i,Til 10 PROPOSED STREAMBED - 60"CULVERT STREAMBED MATERIAL MATERIAL PIPE PROPOSED FISH PASSABLE STRUCTURE 0 1 1 1 1 1 1 ' 1 F -' -1-' , I I 1 r 1 1 1 1 1 I T -T—TO 230 -220 -210 -200 -190 -180 -170 -160 -150 -140 -130 0 10 20 30 40 50 60 SECTION F-F (MP 25.92) PROJECT: I-4057SR167 INTERCHANGE DIRECT CONNECTOR REFERENCE: NWS-2014-29 Aft PURPOSE: ROADWAY IMPROVEMENTS APPLICANT: WSDOT I PROPOSED:7.0 ACRES OF IMPACTS TO WETLANDS AND OTHER WATER COUNTY: KING LOCATION:I-405/SR167 INTERCHANGE,RENTON,WA NEAR: RENTON Washington State SR 167 MP 24.80 TO MP 26.26, I-405 MP 2.32 TO MP 3.96 WATER BODY:ROLLING HILLS CREEK & WETLANDS DATUM: HORIZONTAL:NAD 83/91.VERTICAL:NAVD 88 Department of Transportation ADJACENT PROPERTY OWNERS: SEE ATTACHMENT C DATE: 09/232016 SHEET: 9 OF:20 40 -40 30- EXISTING ROADWAY 30 14.T EXISTING 20- MIN WIDTH GROUND —20 2 YEAR BANK FULL WIDTH) 10—PROPOSED FISH i 1 10 PASSABLE STRUCTURE L _11 CHANNEL WIDTH 0 I I , 1 , 1 , I I 1 1 0 40 -30 -20 -10 0 10 20 30 40 SECTION G-G (MP 25.93) I 50-WETLAND 24.7R-B LONG-TERM TEMPORARY WETLAND 40 IMPACT PERMANENT PERMANENT WETLAND OWETLANDIMPACTBUFFERIMPACT Z 30 PROPOSED f EXISTING EAPPROXISTNXIMATE BERM BERM WATERLINE LOCATION co 2 YEAR (BANK --- m 20- R'`'. 7k FULL WIDTH) L `` . O EXISTING —7 GRADED FOR 10_ GROUND DRAINAGE SLOPES VARY (3:1 MAX) SLOPES VARYCULVERTS APPROXIMATE PROPOSED PROPOSED STREAM 3:1 MAX) WATERLINE LOCATION CHANNEL 0 I I ' 1 ' I ' I ' I ' I I ' I I I I ' I ' I ' I ' ' I 130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 301 SECTION H-H (MP 25.93) r MATCHLINE J I I I WETLAND 24.7R-C 50 LONG-TERM TEMPORARY PERMANENT WETLAND IMPACT IMPACT INDIRECT PERMANENT WETLAND IMPACT LONG-TERM TEMPORARY INDIRECT PERMANENT WETLAND IMPACT IMPACT m . - PERMANENT T INDIRECT PERMANENT_ L. PERMANENT WETLAND IMPACT 40 Q WETLAND IMPACT WETLAND IMPACT PROP EXIST PROPOSED R)W RIW ROADWAY 30 O r UTILITY C EASEMENT O MEDIA FILTER 20 H I-- DRAM ---- O Q EXISTING 10UAPPROXIMATERELOCATED -- GROUND PIPELINE LOCATION I I - I r _ -I - I I r----I I I ,- I I I I I I ' - I 0 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 SECTION H-H (MP 25.93)- cont'd NOTES: 1.ALL DIMENSIONS ARE IN FEET. 2.CROSS SECTION SCALES ARE DRAWN AT 1H:1V. PROJECT: 1-405/S11167 INTERCHANGE DIRECT CONNECTOR REFERENCE: NWS-2014-29 Allik PURPOSE: ROADWAY IMPROVEMENTS APPLICANT: WSDOT PROPOSED:7.0 ACRES OF IMPACTS TO WETLANDS AND OTHER WATER COUNTY: KING ainfl LOCATION:I-405'SR167 INTERCHANGE,RENTON,WA NEAR: RENTON Washington State SR 167 MP 24.80 TO MP 26.26, 1-405 MP 2.32 TO MP 3.96 WATER BODY:ROLLING HILLS CREEK & WETLANDS DATUM: HORIZONTAL:NAD 83/91.VERTICAL:NAVD 88 Department of Transportation ADJACENT PROPERTY OWNERS: SEE ATTACHMENT C DATE: 0912302016 SHEET: 10 OF:20 T. 23N. R. 5E. W.M. LEGEND J ROADWAY CENTERLINE ROLLING HILLS CREEK OHWL ORDINARY HIGH STREAM 09.SC-2.8)MATCH LINE SEE SHEET 13 & SHEET 15 WATER LINE T, - - g . WETLAND BOUNDARY 1b WETLANDI - ' 6‘ /1 I ' 7 Ai WETLAND BUFFER 1 to1%47! t I yl y PROPOSED STREAM 1 1 CENTER LINE t p EXISTING STREAM 0 v i iv CENTER LINEI / I,, ,r ;" STREAM BUFFER F 4c' 1 p IJ { CUT CUT LINE 5 1`4' ,i y ' r FILL FILL LINE V I, w 46 1 1 , V , r%Air, --' / I EXISTING DRAINAGE CULVERT I,O / P i g/ ''I IC PROPOSED DRAINAGE CULVERT 1.!I r j 1 ,1 • r li,EXISTING DITCH 4•` / 1' , TEMPORARY CONSTRUCTION . PROPOSED DITCH 1 0,,, gii/ EASEMENT J f y ni . i,,. , ,PERMANENT JURISDICTIONAL c! 1,' 'f , , , ' ` (SEE SHEET DITCH IMPACT 14 of 20) RIGHT OF WAY 1,-4 + °1f,i- r i EXISTING EDGE OF PAVEMENT 4,,,$, r PROPOSED EDGE OF PAVEMENT TEMPORAR C•NSTRUCTION i.... ( ,t,;r to i SASCESS ROAD .' o 2'4,v sr sr EXISTING STORM DRAIN WETLAND 24.7R-C -ST ST PROPOSED STORM DRAIN i il 1 1a ta° 4j 1 1 A PROPOSED WALL i , 4 r i PERMANENT I I 1 4RII•1, r 1 1 WETLAND IMPACT EXISTINGI 1 k _LONG-TERM TEMPORARY i- 5 CULVERTIA I 1 1O 1 1 1 1 WETLAND IMPACT c76 1 1 1 A 1 1, 1 ' U i X PERMANENT WETLAND a A i 1 4 4' 1 /-ROLLING HILLS CREEK X X BUFFER IMPACT I 4 II' j 1 1 1 Relocated/Enhanced) ---1 TEMPORARY WETLAND BUFFER IMPACTLJ. BUFFER109.SC-2.8tt\11\. 1 .` , 1 : ,.4rg 1( 1 1 1 ggiA PERMANENT CONVERSION Si; ST5 Sr It 1 1 ," r i 1 1 4 4 IMPACT N.I 1 11 4.(I B a ( 1 4 4 X x PERMANENTLO' O 1 I 4 I4 4 STREAM IMPACT I N 4 1 1 ' i r 1 14. 4'iv 1 1 1 x ." TEMPORARY I vVIE`I 1 1 ; i` %i 4 I4 ,' 1 1 1 1 x" STREAM IMPACT If`1 1 P I i i 11 1 1 1 1 1 INDIRECT PERMANENT I I` 4l r ri• 4 4 1 1 1 1 WETLAND IMPACT 4, 1 4 ,,I ? 1 `f , 1 4411141 IP t p PROPOSED, 1 1 1 4 TEMP CONSTRUCTION ROAD 4 „.,0 1 d, I$ 4 OLYMPIC 4 rfi; ,, PIPELINE 1 1 1 4 1 y WETLAND/STREAM IMPACTS 4 4% I I I I 4 1 1 1 1 )WETLAND 24.7R-C (CAT II) SQ.FT. ACRES 14 1 !tell 1 '1 14 1 4 4 4 1 4 1 4 WETLAND AREA 301,960 6.93 V% 4 III/%6j"41 1 4 a 1 1 1 4S PERM.WETLAND IMPACT 51,430 1.18 1 4 k }. } 1,.)-1 TEMPORARY Sr Sr -- - I% ' g' F 7i' ENVIRONMENTAL 1 1 LONG-TERM TEMP. 19,550 0.45 1 EASEMENT WETLAND IMPACT ff 4 11,! y' 14 1 1 4 1 1 1 1 4 1 1 BUFFEPERM.RWETLAND 20,120 0.46 1 E' rp:40' t4 144 44TEMP.WETLAND 94f41BUFFERIMPACT2.970 0.07 jl Ik. % o f 4 4 4 1 1 1 1 4 4 1 PERM.CONVERSION1; 4 4 oil/ I 4 4 1 1 IMPACT 52,100 1.20 11 4I i 19 1 1% /1 s ; 4 9 4 4 1 1 1 i t INDIRECT PERMANENT obi %% r 1 1 13o,7ao 3.00 n+P% 1 1 WETLAND IMPACT Il%) O ff , I 4 4 1 1 4 1y% 1// F••I 4 4 4 4 4 4 4 1 1 ` 1 N ri s 1 li II ii ? • E SEMEN 1 1 1 1 1 4 1 I ROLLING HILLS CREEK SQ.FT. ACRES 1P IIP/? •flt•4 4\ 1 4 4 4 4 4 4 / (09.SC-2.8) 1 J ,"i r 8\\4 4 4 4 1 1 1 4 1 1 1 1 1 # PERM.STREAM IMPACT 2,420 0.06ate:::% 4 4 4 9 1 4 1' i kt I•' vo, 4 , 4 4 4 1 4 4 4 1 1 I 1 - 1 L W\ I. L%//no 4 4\ 4 4 9 1 1 4 0 50 100 MATCH LINE SEE SHEET 8 SCALE IN FEET PROJECT: 1-405(SR167 INTERCHANGE DIRECT CONNECTOR REFERENCE: NWS-2014-29 PURPOSE: ROADWAY IMPROVEMENTS APPLICANT: WSDOT PROPOSED:7.0 ACRES OF IMPACTS TO WETLANDS AND OTHER WATER COUNTY: KING LOCATION:1-4053R167 INTERCHANGE,RENTON,WA NEAR: RENTON Washington State SR 167 MP 24.80 TO MP 26.26, 1-405 MP 2.32 TO MP 3.96 WATER BODY:ROLLING HILLS CREEK & WETLANDS DATUM: HORIZONTAL:NAD 83/91.VERTICAL:NAVD 88 Department of Transportation ADJACENT PROPERTY OWNERS: SEE ATTACHMENT C DATE: 04232016 SHEET: 11 OF: 20 70 - LONG-TERM TEMPORARY WETLAND PERMANENT O60IMPACTLONG-TERM WETLAND TEMPORARY IMPACT Z PERMANENT WETLANDIMPACT LONG-TERM 4 WETLAND TEMPORARY.. C) 50 IMPACT WETLAND IMPACT 07 rnI- 40 - SR167 PROPOSED A - WETLAND 24.7R-C 30 1 ROADWAY PROP RAN ENVIRONMENTAL UTILITY EASEMENT MEDIA APPROXIMATE EASEMENT 20 - FILTER RELOCATED EXISTING GROUND -. DRAIN PIPELINE LOCATION APPROXIMATE EXISTING PIPELINE LOCATION: 10 I I I 1 ' I I I I I I 1 I a 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 SECTION I-I (MP 26.01) r MATCHLINE I LONG-TERM LLJ TEMPORARY WETLAND 60 O IMPACT CO Q _ PERMANENT CONVERSION IMPACT 50 0 CY u_ 40 ENVIRONMENTAL EASEMENT 1InI" I I - WETLAND 24.7R-C O SLOPES VARY (3:1 MAX) 30 V 2 YEAR (BANK FULL WIDTH) 20PROPOSED STREAM CHANNEL I 1 1 1 1 1 1 1 1 1 1 1 1 - 10 140 150 160 170 180 190 200 210 220 230 240 250 260 270 SECTION I-I (MP 26.01)- cont'd NOTES: 1.ALL DIMENSIONS ARE IN FEET. 2.CROSS SECTION SCALES ARE DRAWN AT 1H:1V. PROJECT: I-4051SR167 INTERCHANGE DIRECT CONNECTOR REFERENCE: NWS-2014-29 PURPOSE: ROADWAY IMPROVEMENTS APPLICANT: WSDOT PROPOSED:7.0 ACRES OF IMPACTS TO WETLANDS AND OTHER WATER COUNTY: KING LOCATION:I-405'SR167 INTERCHANGE,RENTON,WA NEAR: RENTON Washington State SR 167 MP 24.80 TO MP 26.26, 1-405 MP 2.32 TO MP 3.96 WATER BODY:ROLLING HILLS CREEK & WETLANDS DATUM: HORIZONTAL:NAD 83/91.VERTICAL:NAVD 88 Department of Transportation ADJACENT PROPERTY OWNERS: SEE ATTACHMENT C DATE: 09/232016 SHEET: 12 OF:20 T. 23N. R. 5E. W.M. LEGEND ROADWAY CENTERLINE OHNIL ORDINARY HIGH WATER LINE Sr- -sT- -ST_ --WETLAND BOUNDARY sr II t J1T sr--sr--sr,-sr--sr--sT-- WETLAND y II?!M TLAN B I-40 Za MP 2.20 CENTR STREAM BUFFER CUT CUT LINE Sr sr—- sr-- sr-" sr``_ FILL FILL LINE sTI I EXISTING DRAINAGE CULVERT y 1 PROPOSED DRAINAGE CULVERT y EXISTING DITCH i 1 PROPOSED DITCH PERMANENT JURISDICTIONAL DITCH IMPACT RIGHT OF WAY EXISTING EDGE OF PAVEMENT N PROPOSED EDGE OF PAVEMENT sr- sr--EXISTING STORM DRAIN ST ST PROPOSED STORM DRAIN 4 A PROPOSED WALL PERMANENT WETLAND IMPACT j j LONG-T D MMTEM ORARY PERMANENT WETLAND y••• BUFFER IMPACT TEMPORARY WETLAND A: BUFFER IMPACT r sr D2.22R ( I • m" PEPRMCATNENT CONVERSION m PERMANENT 21R 7 -' x„x STREAM IMPACT y TEMPORARY WETLAND 2.2R-A v•j > STREAM IMPACT r i I .j 44,40,A INDIRECT PERMANENT k I K-- Nt'N<'P WETLAND IMPACT I ; I WELTI ND ri2.2R-B, 1 20 I I WETLAND/DITCH IMPACTS I I WETLAND 2.2R-B (CATSQ.FT. ACRESI/ L G,_ st A IV) v ,/ _d WETLAND AREA 856 0.02 SW 16TH STREET s PERM.WETLAND IMPACT 856 0.02 ST-ST---ST=SL_, sT— D2.21 R (7FT AVG.WIDTH) SQ.FT. ACRES Ts s• JURISD.DITCH IMPACT 572 <0.01 Y `C mr y I I I L `- , a24050100 SCALE IN FEET MATCH LINE SEE SHEET 11 PROJECT: I-4051511167 INTERCHANGE DIRECT CONNECTOR REFERENCE: NWS-2014-29 PURPOSE: ROADWAY IMPROVEMENTS APPLICANT: WSDOT PROPOSED:7.0 ACRES OF IMPACTS TO WETLANDS AND OTHER WATER COUNTY: KING LOCATION:I-40S'SR167 INTERCHANGE,RENTON,WA NEAR: RENTON Washington State SR 167 MP 24.80 TO MP 26.26, I-405 MP 2.32 TO MP 3.96 WATER BODY:ROLLING HILLS CREEK 11 WETLANDS DATUM: HORIZONTAL NAD 83/91.VERTICAL:NAVD 88 Department of Transportation ADJACENT PROPERTY OWNERS: SEE ATTACHMENT C DATE: 04232016 SHEET: 13 OF: 20 70 -IPERMANENTCONVERSION IMPACT I60 -PERMANENT WETLAND INDIRECT ETPERMANENT PERMANENT IMPACT BUFFER IMPACT PERMANENT WETLAND PERMANENT STREAM - PERMANENT IMPACT n IMPACT WETLAND INDIRECT PERMANENT _ 50 IMPACT WETLAND IMPACT O Z 40 IPROPOSED G7 ROADWAY UTILITY rn SR167 r EASEMENT I Q 30 WETLAND 24.7R-C PRANO IR I y.7V 20 - I APPROXIMATE J I - PIPELINE LOCATION EXISTING GROUND 10 I 1 1 I I I 1 ' I I ' 0 10 20 30 40 50 60 70 80 90 100 110 120 130 SECTION J-J (MP 26.09) I- MATCHLINE J 70 Lu I 60 LONG-TERM Q TEMPORARY COWETLAND Q _ PERMANENT CONVERSION _ IMPACT INDIRECT PERMANENT 50 IMPACT WETLAND IMPACT O 40 u I ENVIRONMENTAL EASEMENT 1 I WETLAND 24.7R-C - -- -- - - 30 Z Q SLOPES VARY (3:1 MAX) I 2 YEAR EXISTING GROUNDBANKFULL 20 WIDTH) PROPOSED STREAM CHANNEL I ' 1----' 1 ' I ' I ' I ' 1 ' I ' I ' 1 - ' I I ' 1 ' I ' 10 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 SECTION J-J (MP 26.09)- cont'd 50 - 50 RAN PERMANENT WETLAND 40 - 2.2R-B IMPACT 40 N-S167 i_ 30r 1 I 30 J 1\ 1.,- PROPOSED ROADWAY 20 - MEDIA FILTER DRAIN 20 EXISTING GROUND 10 - , I I I I I I I 10 60 -50 -40 -30 -20 -10 0 10 20 NOTES: 1.ALL DIMENSIONS ARE IN FEET. SECTION K-K (MP 26.17) 2.CROSS SECTION SCALES ARE DRAWN AT 1H:1V. PROJECT: I-405/SR167 INTERCHANGE DIRECT CONNECTOR REFERENCE: NWS-2014-29 AIM , PURPOSE: ROADWAY IMPROVEMENTS APPLICANT: WSDOT PROPOSED:7.0 ACRES OF IMPACTS TO WETLANDS AND OTHER WATER COUNTY: KING LOCATION:I-405/SR167 INTERCHANGE,RENTON,WA NEAR: RENTON Washington State SR 167 MP 24.80 TO MP 26.26, 1-405 MP 2.32 TO MP 3.96 WATER BODY:ROLLING HILLS CREEK & WETLANDS Department of Transportation DATUM: HORIZONTAL:NAD 83/91.VERTICAL:NAVD 88 P P ADJACENT PROPERTY OWNERS: SEE ATTACHMENT C DATE: 09/232016 SHEET: 14 OF:20 T. 23N. R. 5E. W.M. LEGEND J __ ROADWAY CENTERLINE v c OHWL ORDINARY HIGH WATER LINE I 1-405 WETLAND BOUNDARY T— — sT——sr——5 1 —ur- — - s M W.& ,Ill. Ali' WETLAND sr_-57- -sr ST sr MP 35 WETLAND BUFFER klip_-gyp S7- 0, PROPOSED STREAM G_ CENTER LINE sr EXISTING STREAM CENTER LINE STREAM BUFFER CUT— CUT LINE EXISTING ' FILL FILL LINE l - CUT- CULVERT jC,,'' I EXISTING DRAINAGE CULVERT y CUT, C44 I I PROPOSED DRAINAGE CULVERT jL EXISTING DITCH EXISTING ;II Z/ r PROPOSED DITCH CULVERT "yIIJ' PERMANENT JURISDICTIONAL OVT `` DITCH IMPACT N C42 RIGHT OF WAY 1p CV EXISTING EDGE OF PAVEMENT L Q.PROPOSED EDGE OF PAVEMENT g 4' sr- -Sr- -EXISTING STORM DRAIN ST ST PROPOSED STORM DRAIN ti 7 Avf',,PROPOSED WALL ST :/' , A\\\\ PERMANENT ti 70. WETLAND IMPACT l ' jA WETLAND LONG-TERM TEMPORARYl PERMANENT WETLAND w P Tp- i n X ( BUFFER IMPACT i V" 1.... TEMPORARY WETLAND J,, A BUFFER IMPACT 0, 07 i j 7 PERMANENT CONVERSION Z IMPACT g y x^X PERMANENTSTREAM IMPACT Iv- o` 4 TEMPORARY N I q; ki 1 l sr_ STREAM IMPACT sr_N # Sr.' i iririri i i'l INDIRECT PERMANENT Q. s'' k it. WETLAND IMPACT v TEMP CONSTRUCTION ROAD 5'WETLAND 2.31R ; k .•'•v s• 0 PROPOSED DETENTION POND s N l L (SEE SHEET .':. SEE ROLLING HILLS i. L 18 CREEK DETAIL-OF20) P4 SHEET 15 1 " r 1` 1 JI+71 j I s r , o WETLAND/STREAM IMPACTSI.Y' 0 e g s ^ 1'i .., -4 r WETLAND 2.31R (CAT III) SQ.FT. ACRES TEMPORARY CONSTRUCTION • w,E f 4, U' ,•j*, d o O o - 0 I ACCESS ROAD 8) 4 1}1 , ,,," I I I WETLAND AREA 309 <0.01 ROLLING HILLS CREEK j' ,.:•• .e1.• 0 50 10o PERM.WETLAND IMPACT 309 <0.01 Oft/ 1 ,, OT 1 Lwn SCALE IN FEETSTREAM09.SC-2.8) 00, , , Ai :' L. • WETLAND• 24.7R—CI I Ii ENVIRONMENTAL WETLAND 24.TR-C (CAT II) SQ.FT. ACRES A W 4 '44S EASEMENT '. 4,s. wp 1, WETLAND AREA 301,960 6.93 F' I ROLLING ..HILLS CREEK See Sheet 11 of 18 for Impacts PROPOSED R „ve, ,OLYMPIC ll F j"Ej j J. EMENT( R@IOCOted'frlhtlrlC@r)) k PIPELINE NI Ni,, •L 09.SC-2.8 44.1 MATCH LINE SEE SHEET 11 PROJECT: I-405+SR167 INTERCHANGE DIRECT CONNECTOR REFERENCE: NWS-2014-29 PURPOSE: ROADWAY IMPROVEMENTS APPLICANT: WSDOT PROPOSED:7.0 ACRES OF IMPACTS TO WETLANDS AND OTHER WATER COUNTY: KING i, LOCATION:I-405'SRI67 INTERCHANGE,RENTON,WA NEAR: RENTON Washington StateSR167MP24.80 TO MP 26.26, 1-405 MP 2.32 TO MP 3.96 WATER BODY:ROLLING HILLS CREEK & WETLANDS DATUM: HORIZONTAL:NAD 83/91.VERTICAL:NAVD 88 Department of Transportation ADJACENT PROPERTY OWNERS: SEE ATTACHMENT C DATE: 09,23,2016 SHEET: 15 OF: 20 T. 23N. R. 5E. W.M. LEGEND J __ ROADWAY CENTERLINE Y EXISTING ,> EXISTING O vL WATER HIGH WATER LINE ukCULVERT r CULVERT C44 -•WETLAND BOUNDARY ilu, WETLAND C42 WETLAND BUFFER L 9 PROPOSED STREAM CENTER LINE EXISTING STREAM J :• CENTER LINE STREAM BUFFERIO-I 1 T j -,' CUT - CUT LINE C` FILL FILL LINE WETLAND 2.31R n 4.. iir it -4 1EXISTING DRAINAGE CULVERT T MPORp RYICONSTRUCTION S A• 4' 410 i% O — I PROPOSED DRAINAGE CULVERT A,CESS,ROA,1 i% NJ r, ! .. EXISTING DITCH C1 O•4iiiir4 / . -•.vim PROPOSED DITCH Elil/j ,' PERMANENT JURISDICTIONAL 1411;4 i f"'li t y. , DITCH IMPACT in kf, N 0a `y'' RIGHT OF WAY t 1 V 7lt174 I! kD Fi•14.4. I.1II*4:. IT A I EXISTING EDGE OF PAVEMENT Ni f A PROPOSED EDGE OF PAVEMENT If' 1 ST ST ---EXISTING STORM DRAIN i 0 I ST ST PROPOSED STORM DRAIN A•\•,l !,,, '` ORR A—A— PROPOSED WALL ktl . PERMANENT U 1 7 9, WETLAND IMPACT LONG-TERM TEMPORARYUTILITY z; WETLAND IMPACT1 t' ' f•• . : EASEMENT 1, U a ! BUFFERPERMANENTIMP WETLAND z f i' ' r-- ' I CT DQQQQq TEMPORARY WETLAND1 . i BUFFER IMPACT PERMANENT CONVERSION I j IMPACT t m PERMANENT F V ,4`, V Y y y STREAM IMPACT 1 1' TEMPORARY ROLLING HILLS CREEK ' I , ' p, 1 STREAM IMPACT STREAM 09.SC-2.8) i 4 1 . - -' ' --ENVIRONMENTAL INDIRECT PERMANENTI1IalIQ ?` EASEMENT 0wo,J • 4 64 6 66 WETLAND IMPACT PROPOSED , I I J- 1' __F, . S l TEMP CONSTRUCTION ROAD OLYMPIC i PIPELINE / ImN1tgn.. Y ;, / E; Ib4 1 7 I , ,if 1 ill j FR lac k WETLAND 24.7R-C 41 tt•w• 1 I yt• . F 1, I444tltltl 4Ill. 1 7 tiet' 4.,. • iir t• 1 1 ^ie• i°i61.14/.•6 ROLLING HILLS CREEKM1 •i+•i!i I 4,•••..J1II 1 k •I 1 dn.h.L, •ti•. (Relocated/Enhanced) N1i4,R•dy, N 4re 6, Va 09.SC-2.8 lEJ•• •,t i I••MlAI t1 t t t6t11t6t 991 117 . € ØiIite...... I, - --------<:- ' ROLLINGCREEK D/ 1•ttlI 1It 0 40 80II•1•/F 4, r , .tl t t•1 I't t WWI'4, ill SCALE IN FEET 91 i•1 4 I@ fit! 0 II I•t•t......_a 1/. 1 I a 1..i.It'ei i ,i,',t l "WA i,l6,/ , !!. PROJECT: I-405'SR167 INTERCHANGE DIRECT CONNECTOR REFERENCE: NWS-2014-29 AM&_ PURPOSE: ROADWAY IMPROVEMENTS APPLICANT: WSDOT 7•7 '' PROPOSED:7.0 ACRES OF IMPACTS TO WETLANDS AND OTHER WATER COUNTY: KING LOCATION:I-405'SR167 INTERCHANGE,RENTON,WA NEAR: RENTON Washington State SR 167 MP 24.80 TO MP 26.26, 1-405 MP 2.32 TO MP 3.96 WATER BODY:ROLLING HILLS CREEK & WETLANDS Department of TransportationfOtlOn DATUM: HORIZONTAL NAD 83/91.VERTICAL:NAVD 88 PP ADJACENT PROPERTY OWNERS: SEE ATTACHMENT C DATE: 09/232016 SHEET: 16 OF: 20 T. 23N. R. 5E. W.M. LEGEND I _ ROADWAY CENTERLINE OHWL ORDINARY HIGH WATER LINE Rolling Hills Creek WETLAND BOUNDARY Stream 09.SC-2.8) WI' a WETLAND WETLAND BUFFER t— PROPOSED STREAM CENTER LINE r • EXISTING STREAM 91 CENTER LINE off — STREAM BUFFER CUT CUT LINE EXISTING CULVERT C48,, FILL FILL LINE rrrrrr l I EXISTING DRAINAGE CULVERT sr I IPROPOSED DRAINAGE CULVERT EXISTING DITCH 405 PROPOSED DITCH Mi5 2• PERMANENT JURISDICTIONAL DITCH IMPACT RIGHT OF WAY P ,60 EXISTING EDGE OF PAVEMENT PROPOSED EDGE OF PAVEMENT ram_. sr- - sT -- --EXISTING STORM DRAIN ST PROPOSED STORM DRAINST WE1•IAND 2.61R D WALLPROPOSE PERMANENT WETLAND IMPACT WETLA-Ntiot 71_ 7--- jj WETLANDLONG-TERhIMPACTORARY 0 X PERMANENT WETLANDe X TL w` pC>(X ,( BUFFER IMPACT tea••'= 1 D2.6R J FIG' .:::. TEMPORARY WETLAND FILL d A A BUFFER IMPACTCUI FlLL O Y {{ T] PERMANENT CONVERSION CUT 0 s - ,—,, IMPACT 1st PERMANENT A. O / O t„x„x STREAM IMPACT Gy F: TEMPORARY STREAM IMPACT 6 4L i, j I INDIRECT PERMANENT k„„srt: WETLAND IMPACT 1-405 RAN WETLAND/DITCH IMPACTS WETLAND 2.57R (CAT III) SQ.FT. ACRES WETLAND AREA 932 0.02 i co L PERM.WETLAND IMPACT 932 0.02 I]u WETLAND 2.61R (CAT III) SQ.FT. ACRES 0) Q WETLAND AREA 1305 0.03w N a re PERM.WETLAND IMPACT 1305 0.03 O g I 3 D2.6R (2 FT WIDTH)SQ.FT. ACRES JURISD.DITCH IMPACT 6 <0.01 I I I 0 50 100 SCALE IN FEET PROJECT: I-4055SR167 INTERCHANGE DIRECT CONNECTOR REFERENCE: NWS-2014-29 PURPOSE: ROADWAY IMPROVEMENTS APPLICANT: WSDOT PROPOSED:7.0 ACRES OF IMPACTS TO WETLANDS AND OTHER WATER COUNTY: KING LOCATION:I-405TSR167 INTERCHANGE,RENTON,WA NEAR: RENTON Washington StateSR167MP24.80 TO MP 26.26, 1-405 MP 2.32 TO MP 3.96 WATER BODY:ROLLING HILLS CREEK & WETLANDS DATUM: HORIZONTAL NAD 83/91.VERTICAL:NAVD 88 Department of Transportation ADJACENT PROPERTY OWNERS: SEE ATTACHMENT C DATE: 04WJ332016 SHEET: 17 OF: 20 60 60 PERMANENT 50 WETLAND —\ 50 IMPACT SR167 WETLAN 40 2.31 R 40 PROPOSED 30 ROADWAY 30 EXISTING 20 PROPOSED GROUND 20 MEDIA FILTER DRAIN DITCH 10 —7- 1_ I , ' f ' I I I . I ' I I 1 10 0 10 20 30 40 50 60 70 80 90 100 110 SECTION L-L (MP 26.17) 80 PERMANENT WETLAND 80 2.57R IMPACT 70 EXISTING- 70 S 14TH ST 60 60 EXISTING GROUND 50 '/// N167-N 50 NB 1-405 PROPOSED -- q. i ROADWAY 40 1 I 40 PROPOSED / ROADWAY 30 30 20 —10 0 10 20 30 40 50 60 70 80 SECTION M-M (MP 2.57) 80 80 70 EXISTING GROUND— 70 PERMANENT WETLAND 60 2.61R IMPACT 60 EXISTING- S 14TH ST NB1-4051 N167-N 50 50 40 /// PROPOSED 1 40 ROADWAY 30 T - I I ' I I I 1 • 30 30 -20 -10 0 10 20 30 40 50 60 70 75 SECTION N-N (MP 2.63) NOTES: 1.ALL DIMENSIONS ARE IN FEET. 2.CROSS SECTION SCALES ARE DRAWN AT 1H:1V. PROJECT: I-405'SR167 INTERCHANGE DIRECT CONNECTOR REFERENCE: NWS-2014-29 PURPOSE: ROADWAY IMPROVEMENTS APPLICANT: WSDOT PROPOSED:7.0 ACRES OF IMPACTS TO WETLANDS AND OTHER WATER COUNTY: KING rfi''d LOCATION:I-405'SR167 INTERCHANGE,RENTON,WA NEAR: RENTON Washington State SR 167 MP 24.80 TO MP 26.26, I-405 MP 2.32 TO MP 3.96 WATER BODY:ROWNG HILLS CREEK & WETLANDS Department of Transportation DATUM: HORIZONTAL NAD 83/91.VERTICAL:NAVD 88 P P ADJACENT PROPERTY OWNERS: SEE ATTACHMENT C DATE: 091232016 SHEET: 18 OF:20 T. 23N. R. 5E. W.M. LEGEND J _- ROADWAY CENTERLINE OHWL ORDINARY HIGH WATER LINE WETLAND BOUNDARY a-..._._..._._ w ilu w, WETLAND sll WETLAND BUFFER N e c; PROPOSED STREAM 1 CENTER LINE F EXISTING STREAM CENTER LINE 1-405 RAN STREAM BUFFER CUT CUT LINE 0 Fw FILL FILL LINE V D2.61Lk EXISTING DRAINAGE CULVERT I I I I I PROPOSED DRAINAGE CULVERT I. 0 50 100 e 11 / EXISTING DITCH SCALE IN FEET Z 0 D 2./6L PROPOSED DITCH PERMANENT JURISDICTIONALZDITCHIMPACTn RIGHT OF WAY BIOSWALE EXISTING EDGE OF PAVEMENT a F Y PROPOSED EDGE OF PAVEMENT EXISTINGEp 4 - sr--sr--EXISTING STORM DRAIN w CULVERT C49 , 4 -ST ST PROPOSED STORM DRAIN FI • o PROPOSED WALL I WETLAND IMPACT a' r e WETLAND LONG-TERM TEMPORARY a PERMANENT WETLAND MP I BUFFER IMPACT a TEMPORARY WETLAND I%I PROPOSED BUFFER IMPACT I~" EARTHEN_- jA PERMANENT CONVERSIONEXISTINGnBERM _ CULVERT C48 IMPACT A PERMANENT TREAM WETLAND" .6I E v x v X TEMPORARYPACT l _ °• STREAM IMPACT p-:-. O '/` ` INDIRECT PERMANENT 41111,' ,•. Pt i•iiiiiiiS WETLAND IMPACT rdig4AV*7••/, \• m O PROPOSED DETENTION POND c 4,F Aitoy :..j.f' 1 .o. , s,. \ fib) PROPOSED EARTHEN BERM AIN Z•,& I-405 RAN 0 4:4_-*co."'iip WETLAND/DITCH IMPACTS o ---- • '• 5741 g;= PROPOSED WETLAND 2.6R (CAT III) SQ.FT. ACRES ay4e•t 11 d'i . FfeOLYMPIC4 +. __.-r.% • WETLAND AREA 7,764 0.18 r JnB 1.•• PIPELINE EXISTING I 1' OLYMPIC PERM.WETLAND IMPACT 3,455 0.08 F I yisl R1- • PIPELINE LONG-TERM TEMP. 648 0.02 n I 41, WETLAND 2.7R WETLAND IMPACT ul PERM.WETLAND I Q BUFFER IMPACT 13,226 0.30 r J • Ccn \ TEMP.WETLAND 2,186 0.05 G BUFFER IMPACT J ill RAN I\ 1 t\ D2.6L (8 FT WIDTH)SQ.FT. ACRES 0b JURISD.DITCH IMPACT , 1,016 0.02 I >\ t \\ D2.61 L (1 FT WIDTH) SG.FT. ACRES JURISD.DITCH IMPACT 88 <0.01 PROJECT: I-405'5R167 INTERCHANGE DIRECT CONNECTOR REFERENCE: NWS-2014-29 Aft PURPOSE: ROADWAY IMPROVEMENTS APPLICANT: WSDOT PROPOSED:7.0 ACRES OF IMPACTS TO WETLANDS AND OTHER WATER COUNTY: KING LOCATION:I-405'SR167 INTERCHANGE,RENTON,WA NEAR: RENTON Washington State SR 167 MP 24.80 TO MP 26.26, 1-405 MP 2.32 TO MP 3.96 WATER BODY:ROWNG HILLS CREEK & WETLANDS Department of TransportationDATUM: HORIZONTAL:NAD 83/91.VERTICAL:NAVD 88 PP ADJACENT PROPERTY OWNERS: SEE ATTACHMENT C DATE: 09/232016 SHEET: 19 OF: 20 80- 80 i EARTHEN BERM BEYOND) 70- f 1-405 RAN 70 R 1N 60-NB405 P 7 60 APPROXIMATE RELOCATED SANITARY SEWER LOCATION PROPOSED WALL PROPOSED BERM 2H:1V 50 - EXISTING OVER PIPELINE 50 EXISTING GROUND \AND SANITARY C48 PIPE PROPOSED CULVERT f COVER SEWER 40-\ I PROPOSED CULVERT 40 t __ - _APPROXIMATE RELOCATED PIPE (BEYOND) _ I LONG-TERM TEMPORARY PIPELINE LOCATION PERMANENT P WETLAND IMPACT WETLAND PERMANENT LONG-TERM TEMPORARY PERMANENT PERMANENT - 30 2.6R BUFFER_ WETLAND WETLAND 2.6R IMPACT \ - WETLAND WETLAND 2.6R IMPACT 2.6R IMPACT 2.6R Ifill FACT U DER IMPACT 20 1 1 1 I 1 1 I -T 1 1 1 I T 1 ' - 1 ' - I 1 1 1 1 1 20 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 SECTION 0-0 (MP 2.67) 70 70 ROADWAY TOP OF ROADWAY 60 FINISH GRADE \ BARRIER 60 500,1PF-1,4441r,'/y/— 50 40 e' R 40 EXISTING CULVERT EXISTING BEYOND) GROUND 30 30 SECTION P-P NOTES: 1.ALL DIMENSIONS ARE IN FEET. 2.CROSS SECTION SCALES ARE DRAWN AT 1H:1V. PROJECT: I-40S/SRI67 INTERCHANGE DIRECT CONNECTOR REFERENCE: NWS-2014-29 PURPOSE: ROADWAY IMPROVEMENTS APPUCANT: WSDOT PROPOSED:7.0 ACRES OF IMPACTS TO WETLANDS AND OTHER WATER COUNTY: KING LOCATION:I-405'SR167 INTERCHANGE,RENTON,WA NEAR: RENTON Washington State SR 167 MP 24.80 TO MP 26.26, 1-405 MP 2.32 TO MP 3.96 WATER BODY:ROLLING HILLS CREEK & WETLANDS DATUM: HORIZONTAL NAD 83/91.VERTICAL:NAVD 88 Department of Transportation ADJACENT PROPERTY OWNERS: SEE ATTACHMENT C DATE: 09,232016 SHEET: 20 OF:20 z m p r-27 II EXTERIOR MATERIALS 1 CEMENT PANEL SIDING•BODY sw.tivq ,%Yams 2 CEMENT PANEL SIDING-BODY 3 CEMENT BOARD LAP SIDING m sma wags 4 WOOD PANEL SIDING S BRICK-BUILDING ENTRIES 6 EXPOSED CONCRETE WALLS 7 RESIDENTIAL WINDOWS 8 FLASHINGS&CAPS 9 RESIDENTIAL LOBBIES 10 RAILINGS,AWNINGS,8,SCREENS 13131 10 3 imeinummummimmomomminuilimmenumer 131 s a Avaya Ridge Apartments 10615 SE 172nd St 8 10619 SE 192nd SL Renton,WA96OSS Avana Ridge,LLC Exterior Matenal Boat September302016 grouparchitect a-e-i .I S .73OG.r-c E la C".. A III EXPOSED STRUCTURAL STEEL AND FRAMING C SPECIAL-CITE DOOR: zra COLOR`SAW WHITE'BY ALPOLIC COLOR-"SHE BLUE'BY ALPOLIC PAINTED TO MATCH SHERWIN WILLIAMS COLOR: MDR` OLOR COLOR:"BEIGE' LI' x5531 MEADOWLARK"SWT527 BEIGE xt t86 COLOR:x315 8Y MORTAR:CE BY S. . 4*?:'' COLORADO BEST ANTIQUE BUFF x1320;COLOR: TE DESERT SAND'#555 BY COLORARO REST u, METAL COPING 5 RTU METAL PANEL SCREEN; PRE FINISHED METAL COLOR TO MATCH'SIERRA TAN' n BY PETERSON PAC-CLAD EIFS-2; EIFS-1; COLOR.'CLOUD'x35237. COLOR:VT125759 WA. BY STO BY STO rr A STANDING SEAM METAL ROOF 6 FLUSH SOFFIT PANELS, GLASS;COLOR TO MATCH SITE LIGHTING POLES;COLOR: SITE UGHTING POLES;COLOR- SPANDREL GLASS;COLOR;BLUE VIRASPAN/A'PRE FINISHED METAL COLOR TO MATCH-AWARD BLUE' SOLAR BLUE#26'BY VIRACON AWARD BLUE'BY LSI METALLIC SILVER'BY LSI BY VIRACON VIRASPANBYPETERSONPAC-CLAD M Adj.,0 E, • • . 16•- •• FINISH e_ LU A 15- oob3- " ARI'1'11X MATERIALS BOARD ENsoimi EN RENTON, WA 1-Lvvn.ain j U,1_^ M.re'rzv11'leS:d`Y .?v'r,,. v.a I.,• 't ' "'N @@f• IINEYAABOWE 1 3232 01. 9182900 ®• Y rV _ 02 1M II 2• • 0004276220 NOV 22 1 7 ti MAILED FROM ZIP CODE 5 7 Y2a: 46Y`3z"".ltT%?2•:v42F,a,•; t dtx'3:..Ya: :.li.i Paul Trieu Pentia Commercial,LLC 23210 57tih Ave W,162 Mountilake Terrace,WA 98043 NIXIE 98O1432Q40.,1N 12/04/17 RETURN TO SENDER UNABLE TO FORWARD RETURN TO FORWARD lill ll l l l lliilali llll lil ill lli lllil lloal I I lii ll First-Class Mail ja, UNITED STATES FORM 3547 fee due $0.58 Postage and Fees Paid POSTAL SERVICE USPS Restricted Data Permit No. G10 a'q City of Renton s}...1 cimF5aip3 -1. :9= c + Office of the City Clerk Eg ,i?• t.T- 7 ..,ma,s 1055 South Grady Way n v b. - .; me r?r1./153 RFraT o2• Renton WA 98057-3232VI I r .7.: ;1 0004270220 VCO E 2017 r}* G1AILfDFROb121PCO0E98057 • ADDRESS -' E REQUESTED /Qii Hillis Clark Martin&Peterson,Pi CITY OF f'YENTCT', 6 Seattle, nd Ave,Ste 500 GiQ--,/ MAY 19 2017 il :, RECEIVED C1TY CLERKS OFFICE" 75 of L3artMP sasos IIIIIIiii,tllh,Illl'.10111IIIIIi.I,ItlhltltiILllIIILI IiIit HILLIS CLARKNIARTIN&PETERSO PS TO THE POSTMASTER OF L3 : OLD:1221 2ND AVE STE 500 SEATTLE WA 98101-2989 1055 S GRADY WAY NEW: 999 3RD AVE STE 4600 RENTON WA 98057-9998 SEATTLE WA 98104-4084 05/12/17 21:23 4700700000480 c1:1 proc:20170511 eff:20160702 r l I I I r I r I I I r I l I r lr ll l r PLANET:Id:00 Code:03620184510198412998101298925 I II i111 lI Illi1 III'r r l l I I1 I 1 IIII I I r IiiII First-Class Mail LuNITED ST/1TES FORM 547 fee due $0.58 Postage and Fees Paid POST/SL SERVICE USPS Restricted Data Permit No. G10 City of Renton Ell W l,/i p ? - J Ol 1 Office of the City Clerk Ell '„ :t., g e:;`y.. iv 1055 South Grady Way r N gF s?rtSCLR 02 ea $60.453 qv Renton WA98057-3232 c .goaft" d+ t lr t•..Aw 0004276220 MAY16 2017 yLL - - ' MAILEDFROv4ZIPCODE93051 ADDRESS SERVICE REQUESTED i lL, CITY OF RENTON of} Jeffery Kahyer I .r' C Road Construction Northwest,Inc MAY 22 2017 i)).:.,.. ..)R( P.O.on,188 WAnRenton,WA 9sos-DiasRECEIVED .. . CITY CLERK'S OFFICE 29 PRa NMP seos.i,11-11. tt.tl+°IhuL•.IIthI1.h11II1h-I•IIII.hPIltth.l. Eix r ROAD CONSTRUCTION NORTHWEST INC TO THE POSTMASTER.OF ti OLD: 0 PO BOX 188 RENTON WA 98057-0188 1055 S GRADY WAY NEW: PO BOX 2228 RENTON WA 98057-9998 RENTON WA 98056-0228 UNITED STATES First-Class Mail POSTAL SERVICE FORM 3547 fee due $0.58 USPS Postage and Fees Paid Restricted Data Permit No. G10 1City of Renton n CJ lL 4- 1 Office of theGtyperk 1g 7IL; -L_42 D t y./=_1055 South Grady Way RI- Y.+ =`; 1 00.453 a Renton WA 48057-3232 NI i1-•' t;s: .•t 02 AA $ fNTo 4t—. i' OA11.30 muZ1PCOME3e0"a7 ADDRESS SERVICE REQUESTED C ' C CITY OF REIN TON Onus O MAY 2 2 2011a _ :h Renton,WA98056- RECEIVED V'' CITY CTIYRKT OFFICE v 26 ORR NMP woes lult•li,Ilurhhihl•Ir4rrt•HHl1.Ilt.IIIId!I,.II.1•,I„I11 • CYRUS M MCNEELY TO THE POSTMASTER OF OLD: 3810 PARK AVE N RENTON WA 98056-1520 1055 S GRADY WAY NEW: 31702 4THAVE S RENTON WA 98057-9998 FEDERAL WAY WA 98003-5235 05/13/17 21:22 4800620000539 c1:1 proc:20170513 eff 20161212 PLANET:Id:00 Code:036201845101984I1998056152010 111111liIIIuIiI1r1I1Itt1IIIIJIIIrtlllttill11tllllllrlrllllltllrll aUNITED STATES First-Class Mail POSTAL SERVICE FOR 3547 fee due $0.58 USPS Postage and Fees Paid Restricted Data Permit No. GIO a GtyofRenton e•-,e p ,'"„ Office of the City Clerk S aco '} Se G' ^. v_:.....% I..,:, 1055 South Grady Way a:UJ a 9 a Renton WA 98057-3232 a i-';av'.^. 02 1ta $I;0.'2fNTONp [9ry7c_ 6 r 00042/6220 MAY11 2017Ix ;•-.N'^' •• MAILED FROLIZIPCODE 98057 ADDRESS SERVICE REQUESTED- CITY OF RENTON I 0:- f Y .T.Janet L.&Gary Sanford MAY 2 2 2017 1102N42ndPI FLRenton,WA98056 RECEIVE® ji P j CITY CLERK'S OFFICE N INT VV 26 ORBQNMP 9BOSG '- IIIIII•I11IR.t.tl.11tlllillt1L,•11Ir• IIrgI11lIIll•llll'rtl'I' . 1 SANFORD TO THE POSTMASTER OF OLD: 1102 N 42ND PL RENTON WA 98056-2169 1055 S GRADY WAY NEW:381 MAPLE LEAF LOOP RENTON WA 98057-9998 CLE EL UM WA 98922-3116 05/13/17 21:22 4800620000540 c1:1 proc:20170513 eff::20161222 Pt A NWT.rd•nn r„aA•nwn 1 Ras l mowow AsoaniA7I Fong 1111 1111111111111111111111111111111111111111111111111111111111111 First-Class Mail UNITED STATES FORM 3547'fee due $0.58Postage and Fees Paid a- POSTAL SERVICE Restricted Data Permit No. GIO GtyofRenton gl Ec-7-'-'-'ttr'e 7-. _:w, i Gam T Office of the City Cork a i; =_:L:s;r`. °•y_ ...o 1055 South Grady Way o" !' 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Renton WA 98057-3232lisf-S) w¢ i t{ti;rHyy 0004276220 MAY 11 201 7 ADDRESS SERVICE REQUESTED V zit MAIM)FROM 2PCC0S 98057 P; t o CITY OF RENTON fo i V FAVEJANCERS Aberdeen Ave NE j017Renton.WA 9tlO56 MAY 22 SL i RieCE VED NVI Dy•-'Q 3 CITYNLERI 'S OFFICE c . 1 26 DRE NMP 960E6 Ilugtlllurhlush..IhITIIIIIIIItnn4.11R9whIh ...1 i FAYE I JANDERS TO THE POSTMASTER OFEd OLD:2717 ABERDEEN AVE NE RENTON WA 98056-2211 1055 S GRADY WAY NEW: 11450 RAINIER AVE SAPT 219 RENTON WA 98057-9998 SEATTLE WA 98178-3967 05/13/17 21:22 4800620000537 c1:1 proc:20170513 eft:20170503 - PLANET:Id:00 Code:03620184510198409098056221117 1 l 1111 t l 1 l t 111111111 t 111111111l 11 l l 111 l l 11111 u p h i l l 1111111111 l l t UNITED STATES Mail I POSTAL SERVICE FORM 3547 fee due $0.58 USPS Postage and Fees Paid Restricted Data Permit No. GIO eftet GtyofRenton c+ 2^'--' N-..'.° w,f ,Tr:=7 I_ OM, Office of the City clerk g ;;,t s:;.;i; . `''-y"'•-MUM7 yg , 1055 South Grady Way cr' Js i' ;..-4 3 a Renton WA98057-3232 S m,_ - Ii-i4: 02 tra $CD..G a T.q. CC 1..;9-ti T;31,' 0004278220 MAY11 201 7rt, 1--'.-- MAI1EDFROSI21?CODE B8057 ADDRESS SERVICE REQUESTED GITY OF RENTON V `C Tim Riley_. -.. w_._., MAY 2 2 1a3607takeWashingtonBlvdN20°7 fr ,' Renton, RECEIVEDei 0), 1 CjI rY CI.IERK'S OFFICE U 26 DR9 INMP S6066 1111'1111111'1'1.IitIIIII'1"'Ilt141.110'11111111111'I..Illllr..• 1 RILEY TO THE POSTMASTER OF ra OLD: 3607 LAKE WASHINGTON BLVD N RENTON WA 98056-1509 1055 S GRADY WAY NEW: 11000 NE 10THSTAPT 434 RENTON WA 98057-9998 BELLEVUE WA 98004-8563 05/13/17 21:22 4800620000538 c1:1 proc:20170513 et-:20161020 PLANET:Id:00 Code:03620184510198409998056150907 11111111111111illliillliilllillllltillilillli1li11lllliilliiliill First-Class Mail UNITED STATES FORM 3547 fee due $0.58 Posta a and Fees Paid POST/L SERVICE SPS Restricted Data Permit No. G10 J, 0g yM 0 r Y.1, 1i`ate—T1s-a O` of Renton 2L y im6 Officeofthe ltyUerk k 5of l'-f , ? _• r tYv ti° `i? 3 y 1055 South Grady Way G o {„.„ Renton WA 98tt57-3232 ua j ,`. ` 000a278220 MAY 2017 FG+3-° Eu l.r.'4Lrrr1=;MAU-OFROMZIPCOD£98057 ADDRESS SERVICE REQUESTED 1 Milt Ranade Peterson,PS. CITY OF RENTON l 7 Has Clark Martin&4.1" 1221 Second Ave,Ste 500 MAY1 19 2017Seattle.WA 981171 G-• C/ t RECEIVED CITY CLERK'S OFFICE ki/ r\)J1 s GFxaaf lt1P eBaaz Phil 1ul.liiIi 1.h.1r11h.U1.1111gI1.1111611%.1 HILLIS CLARK MARTIN&PETERSONPS TO THE POSTMASTER OF OLD:1221 2ND AVE STE 500 SEATTLE WA 98101-2989 1055 S GRADY WAY NEW: 999 3RD AVE STE 4600 RENTON WA 98057-9998 SEATTLE WA 98104-4084 05/12/17 21:23 4700700000479 c1:1 proc:20170511 eff:20160702 IPLANET:1d:00 Code:03620184510198413498101298925 iI I I iI I i I I I I I I II I I II II I I ii I i iI r i i i I I I i i 1 I UNITED STATES Postage First-Class nd Fees PaidaPOSTALSERVICEFORM3547feedue $0.58 USPS Restricted Data Permit No. G10 1 esi'FQ° wiik Crty of Renton r-re7 fl w° Office of the CityClerk Eg v,. f yr 3'r,; =W n' 1055 South Grady Way P o J,' F t+ r; .tL`3 ce)S,S NF IL. 02 42 1 aF nT 0 Renton WA 98057-3232 61- 7,1 ..?- S 00oa2702,o N 1:* Zot 7 l Ei •— ^^'^MAILEDFROMZIPCOD 198057 ADDRESS SERVICE REQUESTED 1 iTY OF NT4 0 '10S - /\ \ Renton,wA 2n9PSA056n Q 2 2 2017 RECEIVED i O CIT RECEIVED K'S OFFICE0-/ ) \)\)•.).W 26 OR6RMr1P 96a56 III h1,I11111.11h.r.I1'r1 Ilrllilr"111111'11i11i"1111• I SIHON TO THE POSTMASTER OF ki OLD: 1211 N 42ND PL RENTON WA 98056-2170 1055 S GRADY WAY NEW: 12025 SE 76THST RENTON WA 98057-9998 NEWCASTLE WA 98056-1776 05/13/17 21:22 4800620000536 c1:1 proc:20170513 eff:20160516 PLANET:Id:00 Code:03620184510198408198056217011 IIiiiI111111IIIiii111111111111111111111111IIiliI11111101111IIuiI UNITED STATES First-Class Mail POSTAL SERVICE FORM 3547 fee due $0.58 LISPS Postage and Fees Paid Restricted Data Permit No. G10 City of Renton m F-7•', Ai 1• of -* Office of the GryClerk 1'2 it.1-sw,Wi g '":, "":°,°aG6 g 1055 South Grady Way S H f R>t.,+,14 02,M $00.453 4,, NT 02 Renton WA98057-3232 ao (2'+'1•-"`-zr 0004226220 MAY11 2011 4 p`_s"f--41< MAILED FROM 2PCOD£98051 ADDRESS SERVICE REQUESTED n ( VI^`/` 7` j"' Ann GVAi rytillllsClarkMartin&Peterson,PS. d ry V IA RENTON1221tie,WA Ave,Ste 500 O Seattle,WA 98101 5 MAY 19 2017 C''.): :', ',..R. RECEIVED CITY•CLERK'S OFFICE 7s. DRBGNMP 9E1101 hhhll"„IH„tllllr,lll"4dl.11llh0TFul1lp,l, HILLIS CLARK MARTIN&PETERSON PS TO THE POSTMASTER OF OLD:12212ND AVE STE 500 SEATTLE WA 98101-2989 1055 S GRADY WAY NEW: 999 3RD AVE STE 4600 RENTON WA 98057-9998 SEATTLE WA 98104-4084 05/12/17 21:23 4700700000478 ci:l proc:20170511 of:20160702 III, I I I I I J I J .I. I I.. . I FI r El l l l r I . tPLANET:1d:00 Code:03620184510198413598101298925 III 1I I I I I I I I I I1I 1 I I I I I I Ir 1 S4" City of Renton Office of the City Clerk lua i'.-r . z PITNEY B 5 1055 South Grady Way rY( ti'.11;*12451M 00.453 Renton WA 98057 3232 w ' I'1¢ 2a 0004276220 MAY11 201 7 S a,L irlt. : MAILED FROM ZIP CODE 98057 ERVICE REQUESTED iNifis\ c' t ' CITY OF RENTON MAY 22 017 Ryan Durkinit11221Second Ave,500 Galland Building RECEIVED ICsySOFF 0 ,\(" 4-\-Seattle,WA 98101 CITY CLERK G}.,\Y N ..--0 14I ZE ; 986... C#' :: :.636-` 00.05/ 7/12- : ., i v I iS Va.,V i :2 i--34 ?i sn s°'1__rR1`$-P T E 31 T• m n slsr P.I. ii14ASLE ' T .pto"R AR is 3 1: 3141@@1@35 45 Et f't ' % fkri?g •? 7 5 A .7g—.@A4e:-Si=•; 1 — s j`t C'I''it 9 I *'`' li;gi11141 i$i1it i11t:' tlit t'ili£il iilli: it €ti i:4i$ .11111 1 4Q posy' r City of Renton o '1'i . a Office of the City Clerk T z Y 5 1055 South Grady Way f;' ` 02 1M 00.453 Renton WA 98057-3232 wy r i '• 0004276220 MAY 11 2017 au_fir IS MAILED FROM ZIP CODE 98057 ERVICE REQUESTED CITY OF RENTON 0.044, AMY LIETZ ROBERTS MAY 22 2011 ALR D IGN INCt: 100 N 4th RECEIVED DICE O Renton WA 98056-1938 CITY CLERKS OF. NIXIE sz DE, 1 .3 i 65 :1'9 17' RETURN TO SE .DER 4 T TF rA P T F-S7 - ; lt'r i 1C ISt r.yppl UNABLE- TO V-ORiplARD AMID Bc: . yy' SS i 5g f S2?.21AS5[ 7 k. 3{* 1_695-Sa55 -1 g- 3 26 D :• e° *i t¢I I.4IlI-t 3II4 1_tiltll# It-t3 i E fik .p43. {.t. .# [ .t-1 'F:j`ti& r O t Denis Law Mayor E~ s M . Community&Economic Development C.E."Chip"Vincent,Administrator June 15, 2017 Ms.Judy Hung 2815 127th Ave NE Bellevue, WA 98005 SUBJECT: Maintenance and Monitoring Reports Past Due Eastside Veterinary City File LUA13-000911 Dear Ms. Hung: This letter is to notify you that the City h7 not received maintenance and monitoring reports for the 3rd and 4th quarters of the approved stream buffer enhancement component related to the Eastside Veterinary site development de ision.As provided in our January 4, 2017 email correspondence,the modified schedule o submit reports was March 18, 2017 and June 18, 2017. To avoid default of your monitoring program, please submit the two reports as soon as possible. You may email electronic copies of the reports to me at mherrera@rentonwa.gov. Please feel free to contact me should you have any questions. Sincerely, Matt Herrera,AICP Senior Planner cc: Ed Sewall,Sewall Wetland Consulting,PO Box 880,Fall City,WA 98024 1055 South Grady Way,Renton,WA 98057• ren onwa.gov INVOICE REQUEST City of Renton Finance Department Date From Department : Authorization(Name&Signature) April 19,2017 CED I 1 Jennifer enning Customer Number Account Name Dept Contact/Phone Renton School District Matt Herrera/6593 Original Invoice Credit Memo Debit Memo For Purchase Order: 1701500264 Invoice Title Lindbergh High School Description Amount Lindbergh High School, 16426 128th Ave SE L19A 107w00003i 257.50 Account Distribution Work Order/Function Amount 000.000000.011.345.81.00.000 Plan—Modification 250.00 503.000000.004.322.10.00.000 Technology Fee 7.50 INVOICE TOTAL 257.50 Comments: Mail invoice to Renton School Dist ict Address: Attn:Theresa Reece Renton School District Facilities and Operations 7812 S 124th Street Seattle,WA 98178 Phone: (425)204-4403 BILLING INVOICE EG00067374 r CfTY OFwr:0 4enatr a a 1055 S Grady Way,Renton,WA 98057 DEPARTMENT:CED-Planning Transaction Date:April 10,267 AR: Eden Invoice: BILLING CONTACT Rick Stracke Renton School District No.403 7812 S 124th St Seattle,WA 98178 REFERENCE NUMBER FEE NAME TRANSACTION PAYMENT AMOUNT PAID TYPE METHOD LUA17-000198 PLAN-Modification Fee Payment BiII/PO/Invoice to 250.00 Finance oa:d0000i}a``>-34s ao 000:_, oa:'° n.., iw. a..S'":..,,..,v`Y' a _. __ s. u....... _..{i./.£.i.. a ..,F':.i.,..... ,. .:. ,. PxY.'_., `..4. Technology Fee Fee Payment Bill/PO/Invoice to 7.50 Finance 509 00 OOEt(I.Q04.3 '.22., ws:: S.rz?•.,,Y SUB TOTAL 257.50 TOTAL 257.50 Printed On:April 18,2017 Prepared By:Matt Herrera Page 1 of 1 t k 1 r fy GEOTECHNICAL ENGINEERING STUDY 15-LOT RESIDENTIAL DEVELOPMENT 101XX SE 194TH PLACE RENTON,WASHINGTON L&A Job No. 5A030 Date: April 1, 2005 Prepared for: Mr. Satwant Singh c/o Cramer Northwest, Inc. 945 North Central Avenue, Suite 104 Kent, WA 98032 Eguy JUL D 0 5 2005 Prepared By: K.C. D.D.E.S. Liu&Associates, Inc. 19213 Kenlake Place NE Kenmore, Washington 98028 L os Poo 13 LIU & ASSOCIATES, INC. Geotechnical Engineering Engineering Geology Earth Science April 1, 2005 Mr. Satwant Singh c/o Ms. Aleanna Kondelis Cramer Northwest, Inc. 945 North Central Avenue, Suite 104 Kent, WA 98032 Dear Mr. Singh: Subject: Geotechnical Engineering Study 15-Lot Residential Development 101 xx SE 194th Place Renton, Washington L&A Job No. 5A030 INTRODUCTION We have completed a geotechnical engineering study for the site of the subject project, located in the unincorporated King County, Washington,just south of the city limit of Renton. The general location of the project site is shown on Plate 1 —Vicinity Map. We understand that the proposed project for the site is to develop its northern portion into 15 single-family residential building lots with supporting infrastructure. The purpose of this -study is to characterize the subsurface conditions of the proposed development area of the site and provide geotechnical recommendations for site grading, erosion abatement, slope stabilization, surface and ground water control, foundation design and construction, etc., for the proposed development. Presented in this report are our findings and recommendations. PROJECT DESCRIPTION I For our use in this study, we were provided with a plat plan and a topographic survey plan of the site, prepared by Cramer Northwest,' Inc. According to these plans, the site is bisected a steep, 19213 Kenlake Place NE • Kenmore, Washington 98028 Phone (425) 483-9134 • Fax (425) 486-2746 April 1, 2005 15-Lot Residential Development L&A Job No. 5A030 Page 2 northwest-trending gully. We understand that only the portion of the site north of this gully and its buffer (50-foot setback) zone will be developed, while the remaining area of the site will be left undisturbed. The proposed development area will be platted into 15 single-family residential building lots, with an access roadway and related underground utilities. We anticipate some cut and fill will be required for site grading of the proposed development. A drainage tract is located at the southwest corner of the development area for disposing stormwater collected over the site. SCOPE OF SERVICES Our scope of services for this study comprises specifically the following: 1 Review the geologic and soil conditions at the site based on a published geologic map. 2. Explore the site for subsurface conditions with backhoe test pits to a firm bearing soil stratum or to the maximum depth (about 12 feet) capable by the backhoe used for excavating the test pits, whichever occurs first. 3. Perform necessary geotechnical analyses, and provide geotechnical recommendations for site grading, erosion abatemeit, slope stabilization, surface and ground water control, and foundation design and construction, based on subsurface conditions encountered in the test pits and results of our geotechnical analyses. 4. Prepare a written report to present our findings, conclusions, and recommendations. SITE CONDITIONS SURFACE CONDITIONS The site is a rectangular-shaped tract of land, totaling about 6.0 acres in size. It is situated on a broad, moderate to steep, westerly-declining hillside. The steep-sloped area of the site southwest of and include the steep gully and its buffer zone will remain undisturbed.. The terrain of the remaining area to be developed generally slopes down westerly at aboutl 1 to 25 percent grade. LIU &.ASSOCIATES, INC. April 1, 2005,, 15-Lot Residential Development L&A Job No. 5A030 Page 3 The site is currently vacant. It app ars the area to be developed was previously cleared and is now over-grown with tall grass and berry bushes, with some mature evergreen trees dotting the eastern and southern perimeters of the cleared area. GEOLOGIC SETTING The Geologic Map of the Renton Quadrangle, King County, Washington, by D. R. Mullineaux, published by U. S. 'Geological Survey in 1965, was referenced for the geologic and soil conditions at the site. According to this publication, the surficial soil unit at and in the vicinity of the subject site is mapped as Groun Moraine (Qgt). The geology of the Puget Sound owland has been modified by the advance and retreat of several glaciers in the past and subsequent deposits and erosion. The latest glacier advanced to the Puget Sound Lowland is referred to as the Vashon Stade of the Fraser Glaciation, which has occurred during the later stages of the Pleistocene Epoch and retreated from the region some 14,500 years ago. The ground moraine deposits are mostly thin ablation till over lodgmont till,'deposited by Puget glacial lobe of the Vashon Stade of the Fraser Glaciation. The lodgmont till is generally a compact mixture of unsorted clay, silt, sand, gravel and cobble, commonly referred to as "hard pan". The ablation till is similar to llodgmont till, but is much less compact and coherent. The thickness generally varies from 2 to 4 feet for ablation till, and 5 to 30 feet for lodgmont till. The lodgmont till is practically impervious, except local lenses of sand and gravel. It has the strength of a low-grade concrete and can stand in a steep natural or cut slope for a long period. The lodgmont till can .provide excellent foundation support with little settlement expected. The overlying ablation till is generally in a looser state, and is more compressible and permeable. LIU & ASSOCIATES, INC. April 1, 2005 15-Lot Residential Development L&A Job No. 5A030 Page 4 SOIL CONDITIONS Subsurface conditions of the subject site were explored on.March 29, 2005, with nine test pits. The test pits were excavated with a track-mounted backhoe to depths from 5.5 to 10.5 feet. The approximate locations of the test pits are shown on Plate 2 - Site and Exploration Location Plan. The test pits were located with either a tape measure or by visual reference to existing topographic features in the field and on the topographic survey map, and their locations should be considered only accurate to the measuring method used. A geotechnical engineer from our office was present during subsurface exploration, who examined the soil and geologic co ditions encountered and completed logs of test pits. Soil samples obtained from each soil unit in the test pits were visually classified in general accordance with United Soil Classi ication System, a copy of which is presented on Plate 3. Detailed descriptions of soil units encountered during site exploration are presented in the test pit logs on Plates 4 through 8. The test pits revealed that the site is mantled by a layer of loose, organic topsoil, from 1.2 to 2.0 feet thick. The topsoil is underlain by a layer of weathered soils of brown to orange-brown to light-brown, medium-dense, silty fine sand, from 2.5 to 3.6 feet thick. This layer of weathered soils is mostly underlain to the depths explored by a brown-gray to light-gray Advance Outwash deposit of dense, clean to slightly silty, fine to medium sand, with occasional cobble, except in Test Pit 1 where the weathered soils were found underlain by a lodgmont till deposit of light- gray, dense to very-dense, weakly-cemented, silty fine sand, with a trace of fine gravel: In Test Pits 4, 6 and 8, the soils in the top few inches of the advance outwash deposit were found to be very weakly cemented, indicating the lodgmont till layer just pinches out over some areas of the site. LIU & ASSOCIATES, INC. April 1, 2005 15-Lot Residential Development L&A Job No. 5A030 Page 5 The advance outwash deposits underlying the site are stratified sand and gravel with minor amounts of silt and clay, deposited by the meltwater of advancing glacial ice. Due to its generally granular composition, the advance outwash unit is of moderate to high permeability and generally drains well. The advance outwash deposits are glacially overridden and are generally dense to very dense in their natural, undisturbed state, except the exposed top 3 to 5 feet which may be weathered to a medium-dense state. It can stand in steep cuts or natural slopes when undisturbed. When exposed'on steep slopes of poor vegetation cover and subjected to storm runoff, the surficial soils of the advance outwash deposits can be gradually eroded and slough to a flatter inclination. The advance outwash deposits in their native, undisturbed state can provide very good foundation support with little settlement expected for light to moderate residential structures. GROUNDWATER CONDITION Groundwater was not encountered in any of the test pits. Although the spotty impervious lodgmont till deposit would perch stormwater infiltrating into the more permeable surficial topsoil and weathered soils, the m s derately permeable advance outwash deposits underlying most of the development area of the site would allow stormwater.to seep through easily. This explains why the test pits did not encounter shallow groundwater. Stormwater infiltrating into the advance outwash deposits would perch and accumulate over an underlying impervious silt and clay layer at greater depth. We expect minimal impact on the proposed development by this deeper groundwater. DISCUSSION AND RECOMMENDATIONS GENERAL Based on the soil conditions encountered in our subsurface explorations, it is our opinion that the site is suitable for the proposed development from the geotechnical engineering viewpoint, LIU & ASSOCIATES, INC. April 1, 2005 15-Lot Residential Development L&A Job No. 5A030 Page 6 provided that the recommendations in this report are fully implemented and observed during construction. The topsoil and uns itable weak soils in the root zone should be completely stripped within the roadway, the building footprints and where the subgrade soils are to support structural or traffic load. The dense to very-dense lodgmont till and advance outwash soils at shallow depth .are of high to moderately high shear strength and can provide very good foundation support to the roadway i d buildings with little settlement. Conventional footing foundations pl ced on or into the underlying dense to very-dense lodgmont till and advance outwash•soils may be used for supporting the houses to be constructed on the site. Structural fill, if required for site grading, should be constructed over the underlying dense to very-dense lodgmont till or a Nrance outwash soils following the stripping of surficial unsuitable soils. The on-site soils contain a high percentage of fines, and is sensitive to moisture. It can also be saturated quickly and result in heavy runoff with potential soil erosion over the steeper portion of the site during extended periods of heavy rainstorms. One or multiple lines of trench drains should be installed along the upslope side of the construction areas, as required, to intercept and drain surface'runoff and near-surface perched groundwater to minimize soil erosion and facilitate site grading during construction. The trench drains may be constructed by cutting trenches to about 6 to 12 inches into the under ying advance outwash soils, lining the trenches with non- woven filter fabric, and filling the trenches with washed gravel wrapped in the fabric liner. Storm runoff over impervious surfaces, such as roofs and paved roadways, should be collected and discharged into a storm sewer. Concentrated stormwater should not be discharged onto the ground anywhere within the site. LIU & ASSOCIATES, INC. April 1, 2005 15-Lot Residential Development L&A Job No. 5A030 Pagel GEOLOGIC HAZARDS Landslide Hazards The proposed development area of the site is underlain at shallow depth by dense to very-dense, lodgmont till and/or advance outwash soils of high shear strength. It is, therefore, unlikely for deep-seated landslides to occur on the site. The surficial topsoil and weather soils are loose to medium-dense, and there is a remote chance that shallow, skin-type mudflows may occur in these soils over steeper areas of the site if they are overly saturated. To mitigate such potential, the vegetation cover over the site beynd construction limits should be maintained, concentrated stormwater should not be discharged onto the ground within the site, and spoil soils and yardwaste should not be disposed of onto the slopes within the site. Erosion Hazard The surficial topsoil and weathered soils over the steeper portion of the site can be easily eroded when stripped of vegetation cover, hile the underlying lodgmont till and advance outwash soils are of moderate resistance against rosion. To abate erosion potential in the surficial weaker soils, the vegetation cover outside or construction limits should not be disturbed. Concentrated stormwater should not be discharged onto the ground within the site. Spoil soils and yardwaste should not be disposed of within the site. Storm runoff over impervious surfaces, such as roofs and pavement, should be captured with underground drain line systems tied to roof downspouts and by catch basins installed in pavement, and tightlined to discharge into a storm sewer or a suitable stormwater disposal facilityi. Unpaved, disturbed ground within the site should be re- vegetated to provide erosion protection. Once the drainage control measures for the roadway and houses are in place after the completion of the proposed development, the amount of surface runoff and near-surface groundwater flow will be reduced, which would further alleviate soil erosion and enhance site stability. LIU & ASSOCIATES, INC. April 1, 2005 15-Lot Residential Development L&A Job No. 5A030 Page 8 Seismic Hazard The site is underlain at shallow depth by dense to very-dense lodgmont till and/or advance outwash soils of moderately high to high shear strength. These competent soils and the general lack of static groundwater table at shallow depth under the site should make it rather unlikely for such seismic hazard as liquefaction or soil lateral spreading to occur on the site. The proposed houses, however, should be designed for seismic forces induced by strong earthquakes. Based on the soil conditions encountered by the test borings, it is our opinion that Seismic Use Group I and Site Class D should be used in the seismic design of the proposed building in accordance with the 2003 International Building Cde (IBC) referenced by the 2003 International Residential Code (IRC). SITE PREPARATION AND GENRAL GRADING Site preparation for the construction of the residences should include clearingand grubbingppgg within construction limits. Loose topsoil and weak soils in the root zone should be completely stripped within the roadway, the building pads of the proposed houses and in other areas subject to traffic and structural loads. The exposed soils should be compacted to a non-yielding state with a vibratory compactor and proof-rolled with a piece of heavy earthwork equipment operated on the site. The on-site soils contain a high percentage of fines and are sensitive to moisture. A layer of clean quarry spalls should be placed over excavated areas and areas of frequent traffic, as required, to protect the subgrade soils from disturbance by construction traffic. Silt fences should be erected along the downslope boundaries of the site to prevent sediments being transported by storm'runoff onto adjoining properties or the street. The bottom edge of the silt fence should be embedded in a trench and ballasted with crushed rock or gravel. LIU & ASSOCIATES, INC. April 1, 2005 15-Lot Residential Development L&A Job No. 5A030 Page 9 STORMWATER DETENTION VAULT A detention vault, if to be constructed in the drainage tract at the southwest corner of the development area to store collected sltormwater, may be supported on footing foundations poured into the underlying, dense, advance butwash soils. An allowable soil bearing pressure of 4,000 psf may be used for the design of the footing foundations. A drain line consisting of perforate , rigid PVC, drain pipe or slotted, corrugated ADS, drain pipe, at least 4 inches in diameter, should be installed at a few inches below bottom of the perimeter footings of the vault wall to intercept and drain away groundwater which may flow towards the vault. The drain line should be sloped at one-half percent minimum to generate flow by gravity, and water collected in the drain line should be tightlined to discharge into a storm sewer or a suitable stormwater disposal facility. The drain line should be completely embedded in washed gravel wrapped in a layer of non-woven filter fabric, such as 140N by Mirafi Inc. or approved equal. A vertical drainage lanket at least 12 inches thick, consisting of compacted pea gravel or washed gravel, should be placed against the perimeter vault walls. The remaining backfill should be constructed of s ructural fill. Alternatively, a vertical drain mat, such as Miradrain 6000 by Mirafi Inc. or equivalent, may be placed against the perimeter vault walls as the vertical drainage blanket. The vertical drainage blanket or drain mat should be hydraulically connected to the drain line at the base of the perimeter walls. Sufficient number of cleanouts at strategic locations should be installed for periodical cleaning of the vault wall drain line to prevent clogging. The perimeter walls of the detention vault will also serve as retaining walls to support cut banks and backfill. The perimeter walls of the vault capped with a lid would be restrained at their top from horizontal movement and should be designed for at-rest lateral soil pressure. For the condition that groundwater behind the perimeter vault walls can be fully drained by the drain line provided at the base of the walls, we recommend an at-rest soil pressure of 50 pcf equivalent LIU & ASSOCIATES, INC. April 1, 2005 15-Lot Residential Development L&A Job No. 5A030 Page 10 fluid density (EFD) be used for the design of vault perimeter walls. To counter the at-rest, a passive lateral soil pressure of 425 pcf EFD may be used, except that the passive pressure within the top 12 inches of the finish subgrade should be ignored. The at-rest soil pressure may also be resisted by the friction force between the footings and the subgrade soils based on a coefficient of friction of 0.60. If the site grade is such that it is not feasible to completely drain groundwater behind the vault walls with a gravity drain line sys em, the hydrostatic pressure on the perimeter vault walls should also be taken into consider tion for the design of the vault perimeter walls. For the condition that a perimeter drain line has to be placed higher than the footing level, the perimeter vault walls should be designed for a lateral soils pressure of 50 pcf EFD above the drain line level and a combined lateral soil and hydrostatic pressure of 80 pcf EFD below the drain line level. The above lateral pressures on the walls may be countered by a passive soil pressure of 500 pcf EFD above the drain line and 250 pcf EFD. The above design parameters are unfactored ultimate values. Proper factors of safety should be applied for the design of the vault walls against sliding and overturning failures. STORMWATER DETENTION POND The cut banks of a detention pond, if to be constructed in the drainage tract at the southwest corner of the development area for storing collected stormwater, should be no steeper than 3H:1 V in the surficial topsoil and weathered soils, and no steeper than 2-3/4H:1V in the underlying, dense to very-dense, advance outwash soils. The advance outwash soils are of moderately high permeability, and the pond will have to be lined with plastic liner to hold water. LIU & ASSOCIATES, INC. 7. April 1, 2005 15-Lot Residential Development L&A Job No. 5A030 Page 11 EXCAVATION AND FILL SLOPES Under no circumstance should excavation slopes be steeper than the limits specified by local, state and federal safety regulations if workers have to perform construction work in excavated areas. Unsupported temporary cuts greater than 4 feet in height should be no steeper than 1 H:1 V in the surficial topsoil and weathered soils of loose to medium-dense silty fine sand, and no steeper than 1/2H:1V in the dense tb very-dense, light-gray lodgmont till soils or brown-gray to gray advance outwash soils. Permanent cut banks, other than detention pond slopes, should be no steeper than 2H:1 V in the surficial topsoil and weathered soils, no steeper than 1-3/4H:1 V in the underlying lodgmont till and adirance outwash soils. The soil units and the stability of cut slopes should be observed and verifi d by a geotechnical engineer during excavation. Permanent fill embankments required to support structural or traffic loads should be constructed with compacted structural fill plated over proof-rolled, undisturbed, dense to very-dense, lodgmont till and/or advance outwash soils after the unsuitable surficial soils are stripped. Permanent fill to be placed on s opes steeper than 20 percent grade should be retained structurally. Sloping ground exceeding 15 percent grade over which fill is to be placed should be benched with vertical steps no more than 5 feet high after stripping of unsuitable surficial soils. The slope of permanent fill embankments should be no steeper than 2H:1V. Upon completion, the sloping face of permanent fill embankments should be thoroughly compacted to a non- yielding state with a hoe-pack. The above recommended cut and fill slopes are under the assumption that groundwater seepage will not be encountered during contruction. If encountered, the construction work should be immediately halted and the slope stability re-evaluated. The slopes may have to be flattened and other measures taken to stabilize the slopes. Storm runoff should not be allowed to flow uncontrolled over the top of cut or fill slopes. One or multiple lines of interceptor trench drains LIU & ASSOCIATES, INC. April 1, 2005 15-Lot Residential Development L&A Job No. 5A030 Page 12 should be installed, as required, on the uphill side of the areas to be graded to intercept and safely drain away surface runoff and near-surface groundwater flow. Permanent cut slopes or fill embankments should be seeded and vegetated as soon as, possible for erosion protection and long-term stability, and should be covered with clear plastic sheets, as required, to protect them from erosion by stormwater until the vegetation is fully established. STRUCTURAL FILL Structural fill is the fill that support structural-or traffic load. Structural fill should consist of clean soils free of organic and other deleterious substances and with particles not larger than four inches. Structural fill should have a moisture content within one percent of its optimum moisture content at the time of placement. The optimum moisture content is the water content in the soils that enable the soils to be compacted to the highest dry density for a given compaction.effort. The on-site till soils contain a high percentage of fines, and may be used as structural fill only under fair weather condition when it§ moisture content can be controlled to close to its optimum moisture content. Imported material for structural fill should be,-clean, free-draining, granular soils containing no more than 5% by weight finer than the No. 200 sieve based on the fraction of the material passing No. 4 sieve, and should have individual particles not larger than four inches. Imported structural fill should be stockpiled and covered separately from the on-site soils. Structural fill should be placed in His no more than 10 inches thick in loose state, with each lift compacted to a minimum percentage of the maximum dry density determined by ASTM D1557 Modified Proctor Method) as follows: LIU & ASSOCIATES, INC. April 1, 2005 15-Lot Residential Development L&A Job No. 5A030 Page 13 Application of Maximum Dry Density Within building pads 95% Roadway/driveway subgrade 95% for top 2 feet and 90%below Retaining wall backfill 90% Utility trench backfill 95% for top 4 feet and 90% below BUILDING FOUNDATIONS Conventional footing foundations may be used for supporting the houses to be constructed on the site. The footing foundations should be placed on or into the underlying, dense to very-dense lodgmont till or advance outwash soils, or on structural fill placed over these competent undisturbed soils. Water should not be allowed to accumulate in excavated footing trenches. Disturbed soils in footing trenches should be completely removed down to firm native prior to pouring concrete for the footings. If the above recommendations are followed, our recommended design criteria for footing foundations are as follows: The allowable soil bearing pressure for footing foundations, including dead and live loads, should be no greater than 3,000 psf if supported on undisturbed dense to very- dense native soils and no gre!ter than 2,500 psf if supported on structural fill placed over firm undisturbed soils. The footing bearing soils should be verified on-site by a geotechnical engineer after the footing trenches are excavated and before the footings poured. The minimum depth to bottom of yerimeter footings below adjacent final exterior grade should be no less than 18 inches. The minimum depth to bottom of the interior footings below top of floor slab shoul 'be no less than 12 inches. LIU & ASSOCIATES, INC. April 1, 2005 15-Lot Residential Development L&A Job No. 5A030 Page 14 The minimum width should be no less than 16 inches for continuous footings, and no less than 24 inches for individual footings. A one-third increase in the above recommended allowable soil bearing pressure may be used when considering short-term, transitory, wind or seismic loads. For footing foundations designed and constructed per recommendations above, we estimate that the maximum total post- construction settlement of the buildings should be 1/2 inch or less and the differential settlement across building width should be 3/8 inch or less. Lateral loads on buildings can be resisted by the friction force between the foundations and the subgrade soils or the passive earth plssure acting on the below-grade portion of the foundations. For the latter, the foundations must be poured "neat" against undisturbed soils or backfilled with a clean, free-draining, compacted structural fill. We recommend that an equivalent fluid density EFD) of 350 pcf (pounds per cubic foot) for the passive earth pressure be used for lateral resistande. The above passive pressure assumes that the backfill is level or inclines upward away from the foundations for a horizontal distance at least twice the depth of the foundations below the final grade. A coefficient of friction of 0.60 between the foundations and the subgrade soils may be used. The above soil parameters'are unfactored values, and a proper factor of safety should be used in calculating the resisting forces against lateral loads on the buildings. BASEMENT AND RETAINING WALLS Basement walls restrained horizontally at the top are considered unyielding and should be designed for a lateral soil pressure under the at-rest condition; while retaining walls free to move i at the top should be designed for active lateral soil'pressure. We recommend that a lateral soil pressure of 45 and 65 pcf EFD be used for the design of foundation walls with level/descending backslope and rising backslope, respectively; and 35 and 50 pcf EFD for, retaining walls with LIU & ASSOCIATES, INC. April 1, 2005 15-Lot Residential Development L&A Job No. 5A030 Page 15 level/descending backslope and rising backslope, respectively. To counter the active soil or at- rest pressure, a passive lateral soil pressure of 400 pcf EFD may be used, except that the passive pressure within the top 12 inches o the finish subgrade should be ignored. The above passive pressure assumes that the backfill is level or inclines upward awayfrom the walls. The.abovep lateral soil pressures are under the assumption that groundwater behind the walls is fully drained. To resist against sliding, the friction force between the footings and the subgrade soils may be calculated based on a coefficient of friction of 0.60. The above soil parameters are ultimate values, and proper factors of safety should be used in the design of the basement and retaining walls against sliding and overturning failures. Basement walls or retaining walls may be supported on footing foundations seated on or into the underlying very-dense fresh till or very- hard transitional beds soils, with an allowable soil bearing pressure not to exceed 3,000 psf.' A vertical drainage blanket consisting of at least 12-inch-thick free-draining pea gravel or washed gravel should be placed against foundation and retaining walls to prevent accumulation of groundwater behind and buildup of hydrostatic pressure against the walls. The remaining backfill should consist of structural fill constructed per recommendations in the STRUCTURAL FILL section of this report. The top 12 inches of backfill should consist of compacted, clean, on- site soils. The backfill material for the foundation and retaining walls should be compacted with a hand-operated compactor. Heavy compaction equipment should not be allowed closer to the walls than a horizontal distance equal to the wall heights. A footing drain, as recommended in the DRAINAGE CONTROL section' of this report, should also be provided for foundation and retaining walls. SLAB-ON-GRADE FLOORS Slab-on-grade floors, if used, should be placed on firm subgrade prepared as outlined in the SITE PREPARATION AND GENERAL EARTHWORK and the STRUCTURAL FILL sections of LIU & ASSOCIATES, INC. April 1, 2005 15-Lot Residential Development L&A Job No. 5A030 Page 16 this report. Where moisture control is critical, the slab-on-grade floors should be placed on a capillarycapillarybreakwhichisinturnplacedonthecompactedsubgrade. The break should consist of a minimum four-inch-thick layer of clean, free-draining, 7/8-inch crushed rock, containing no more than 5 percent b4 weight passing the No. 4 sieve. A vapor barrier, such as a 6-mil plastic membrane, may be placed over the capillary break, as required, to keep moisture from migrating upwards. DRAINAGE CONTROL Building Footprint Excavation Heavy runoff and near-surface perched groundwater may be encountered during and after heavy rainstorms. If encountered, the bottom of building footprint excavation should be sloped and ditches excavated along the bases of the cut banks to direct runoff and groundwater into a sump pit from which water can be pumped into a storm sewer. The inlet of the storm sewer should be covered by a filter sack to keep sediments from entering the storm sewer system. A layer of 2- inch crushed rock should be placed over undisturbed subgrade soils supporting footings and on- grade slabs, as required, to protect the soils from disturbance,by construction traffic. Surface Drainage Water should not be allowed to stand in any areas where footings, slabs, or pavement is to be constructed. Final site grades should allow storm runoff to flow away from the building. We recommend the finish ground be sloped at a gradient of 3 percent minimum for a distance of at least 10 feet away from the building, except in the areas to be paved. Runoff over Impervious Surfaces . Storm runoff over impervious surfaces, such as roofs and driveway pavement, should be collected by underground drain line systems connected to downspouts and by catch basins LIU & ASSOCIATES, INC. April 1, 2005 15-Lot Residential Development L&A Job No. 5A030 Page 17 installed in the roadway pavement. Stormwater thus collected should be tightlined to discharge into a storm sewer or a suitable stormwater disposal facility. Sufficient numbers of cleanouts at strategic locations should be provided to the underground drain line systems to allow for periodical cleaning of the drain lines Footing Drains A subdrain should be installed around the perimeter footings of the proposed houses and along the base of retaining walls. The subdrains should consist of a 4-inch-minimum-diameter, perforated, rigid, drain pipe, laid a few inches below bottom of the building perimeter footings or retaining wall footings. The trenches and the drain lines should have a sufficient gradient to generate flow by gravity. The drain lines should be embedded in washed gravel completely wrapped in non-woven filter fabric to within about 12 inches of finish grade. The remaining trenches may be backfilled with clean on-site soils. Sufficient numbers of cleanouts at strategic locations should be provided to the footing drain lines to allow for their periodical cleaning and maintenance. Water collected by the footing drains should be tightlined, separately from the roof and surface stormwater drain systems, to discharge into a storm sewer. RISK EVALUATION STATEMENT The site is underlain by dense to very-dense fresh till and/or advance outwash soils at shallow depth. These soils are of high shear strength and have good resistance against deep-seated slope failures. The key to maintain stability of the site is to have proper and adequate erosion and drainage control. It is our opinion that if the recommendations in the report are fully implemented and observed during construction and after the completion of the development, the areas disturbed by construction will remain stable and will not increase the potential for soil movement. In our opinion, the risk of damage to the proposed development and from the development to adjacent properties from soil instability should be minimal. LIU & ASSOCIATES, INC. 7. April 1, 2005 15-Lot Residential Development L&A Job No. 5A030 Page 18 LIMITATIONS This report has been prepared for the specific application to this project for the exclusive use by Mr. Satwant Singh, and his associates, representatives, consultants and contractors. We recommend that this report, in its 4irety, be included in the project contract documents for the information of the prospective cotractors for their estimating and bidding purposes. The conclusions and interpretations in this report, however, should not be construed as a warranty of the subsurface conditions. The scope of this study does not include services related to construction safety precautions and our recommendations are not intended to direct the contractor's methods, techniques, sequences or procedures, except as,specifically described in this report for design considerations. Our recommendations and conclusio s are based on the geologic and soil conditions encountered in the test borings, and our experience and engineering judgment. The conclusions and recommendations are professional opinions derived in a manner consistent with the level of care and skill ordinarily exercised by other members of the profession currently practicing under similar conditions in this area. No warranty, expressed or implied, is made. The actual subsurface conditions of the site may vary from those encountered by the test pits. The nature and extent of such variations may not become evident until construction starts. If variations appear then, we should be retained to re-evaluate the recommendations of this report, and to verify or modify them in writing prior to proceeding further with the construction. LIU & ASSOCIATES, INC. I April 1, 2005 15-Lot Residential Development L&A Job No. 5A030 Page 19 CLOSURE We are pleased to be of service to you on this project. Please feel free to call us if you have any questions regarding this report or need further consultation. 11,04.10,444 0;« k. Yours very truly, 1 L SOC J. S. (Julian) Liu, Ph.D., P.E. 4 =,r I iot,i ` j Consulting Geotechnical Engineer i Eight plates attached LIU & ASSOCIATES, INC. Fl X+.•< E^il+1ff .,tit,a i 3` sew . t1TEY r H x'{: , r°, MR- . i` SE 179TH PL ". . .:1> I>--- d4, 1y. x .s;i •' .. .tom xc,1, 4< O J SE a.dY I p _ , .. me.`µ,,•_. 4 - , gIF a18STH 18 SE180TH Si s4, 179TN' ll a c'c' ,v,, 0 far W.'„„..,„ P`SS - g N ST 180iH PL n o yam. 5ESE180THST) i >, m. .s =ate 4` SE g 4,hl i r .•:.. a J 1815T srg•FL—i,; e ., Y'. °.v tl,'il sE 1815T y S v7 17 r- ., a r. Q STQvr `:9 ¢,a .t!i';+ii 9 f o sr SE 182ND ? LLl <j t '4-' PL L,8 ` d l., rh1 7 w ^< 183RD E '_' d' t=-I A' 1 A`,`PttY 04d .'4,4; ,i :j SE ,JL N i < PL . JRo :. Cr cD V a it A I.+, w i if 5 o a. w I SE GZ w 1 4, 41A. 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S Q SF Pn SF ,w., 9197H _'. PL SE VICINITY MAP LIU & ASSOCIATES, INC. 15-LOT RESIDENTIAL DEVELOPMENT 101 XX,SE 194TH PLACE Geotechnical Engineering• Engineering Geology•EarthlScience RENTON, WASHINGTON JOB NO. SA030 DATE 3/24/2005 PLATE 1 i 1 I I I 1 I I I I 1 K' ' I 1 I I I 1 I I 1 s o.\ L ,I . 164„ 2:--,I I\\' 1 ) >,,,\ I v .;: ', z.:? 4, z..' A A. 1 4 LAo LAN)w Q' o r, CASCADE SEWS DISTRICT- -\- - -- EASEMENT N0.3 RE6P/R0804057 —` — C\ k. LA L .\ \ \ 1)\''\ w 1 i 89'15'16"E 41 . Alci!\11m- \' \ L..4' y, rkl Ill 1 N i coct T 1:01 _ i ? \J:\ L T\2\ ° t\c, q- s,-- D ' rb70 i V 6 \°\\ Os N 0g1 N J I \N W1ir\-L t \ \I , I, 21%-%"t• 4 ' \ O Cn W ti f" = 501 i` N89'04'50"W 410.02' SITE AND EXPLORATION LOCATION PLAN LIU & ASSOCIATES, INC. 15-LOT RESIDENTIAL DEVELOPMENT 101 XX SE 194TH PLACE Geotechnical Engineering • Engineering Geology • Earth Science RENTON, WASHINGTON JOB NO. 5A030 DATE 3/24/2005 PLATE 2 UNIFIED SOIL CLASSIFICATION SYSTEM MAJOR DIVISIONS GROUP GROUP NAME SYMBOL GRAVEL CLEAN GW WELL-GRADED GRAVEL,FINE TO COARSE GRAVEL COARSE- MORE THAN 50%OF GRAVEL GP POORLY-GRADED GRAVEL GRAINED COARSE FRACTION GRAVEL WITH GM SILTY GRAVEL SOILS RETAINED ON NO.4 SIEVE FINES GC CLAYEY GRAVEL SAND CLEAN SW WELL-GRADED,SAND,FINE TO COARSE SAND MORE THAN 50% MORE THAN 50%OF • SAND SP POORLY-GRADED SAND RETAINED ON THE COARSE FRACTION SAND WITH SM SILTY SAND NO.200 SIEVE •PASSING NO.4 SIEVE FINES SC CLAYEY SAND FINE- SILT AND CLAY INORGANIC ML SILT GRAINED LIQUID LIMIT CL CLAY SOILS LESS THAN 50% ORGANIC OL ORGANIC SILT,ORGANIC CLAY MORE THAN 50% SILTY AND CLAY INORGANIC MH SILT OF HIGH PLASTICITY, ELASTIC SILT PASSING ON THE LIQUID LIMIT CH CLAY OF HIGH PLASTICITY,FAT CLAY NO.200 SIEVE 50%OR MORE ORGANIC OH ORGANIC SILT,ORGANIC SILT HIGHLY ORGANIC SOILS PT PEAT AND OTHER HIGHLY ORGANIC SOILS NOTES: SOIL MOISTURE MODIFIERS: 1. FIELD CLASSIFICATION IS BASED ON VISUAL EXAMINATION DRY-ABSENCE OF MOISTURE,DUSTY,DRY TO OF SOIL IN GENERAL ACCORDANCE WITH ASTM D2488-83. THE TOUCH 2. SOIL CLASSIFICATION USING LABORATORY TESTS IS BASED SLIGHTLY MOIST-TRACE MOISTURE, NOT DUSTY ON ASTM D2487-83. MOIST-DAMP, BUT NO VISIBLE WATER 3. DESCRIPTIONS OF SOIL DENSITY OR CONSISTENCY ARE VERY MOIST-VERY DAMP,MOISTURE FELT TO THE TOUCH BASED ON INTERPRETATION OF BLOW-COUNT DATA,VISUAL WET-VISIBLE FREE WATER OR SATURATED, APPEARANCE OF SOILS,AND/OR TEST DATA. USUALLY SOIL IS OBTAINED FROM BELOW WATER TABLE LIU & ASSOCIATES,'INC. UNIFIED SOIL CLASSIFICATION SYSTEM Geotechnical Engineering • Engineering Geology ; Earth Science PLATE 3 TEST ' PIT NO. 1 Logged By: JSL Date:! 3/29/2005 Ground El. 371.8' ± Depth USCS Sample W Other ft. CLASS. Soil Description No. % Test OL Tall grass on surface • 1 Dark-brown, loose, organic, silty fine SAND,trace gravel,with fine roots, moist(TOPSOIL) 2 SM Light-brown, medium-dense, silty fine SAND,trace gravel, moist 3 4 SM Light-gray, dense to very-dense, silty fine SAND,trace gravel, 5 weakly cemented, moist(LODGMONT TILL) Test pit terminated @ 5.5 ft, groundwater not encountered. 8 9 10 TEST PIT NO. 2 Logged By: JSL Date: 0/29/2005 Ground El. 335.0' ± Depth USCS Sample W Other ft. CLASS. Soil Description No. %Test OL Tall grass on surface 1 _ Dark-brown, loose,organic, silty fine SAND,trace gravel,with fine roots, moist(TOPSOIL) 2 SM Light-brown, medium-dense, silty fine SAND,trace to some gravel, 3 — occasional cobble, moist 4 5 6 _ SM/SP Brown-gray, dense, slightly silty, fine to medium SAND, trace to some gravel, moist(ADVANCE OUTWASH) 7 8 9 Test pit terminated @ 7.5 ft; groundwater not encountered. 10 TEST PIT LOGS LIU & ASSOCIATES, INC. 15-LOT RESIDENTIAL DEVELOPMENT 101XX SE 194TH PLACE Geotechnical Engineering • Engineering Geology• Earth Science RENTON, WASHINGTON JOB NO.5A030 DATE 3/29/05 PLATE 4 TEST! PIT NO. 3 Logged By: JSL Date:: 3/29/2005 Ground El. 308.5' ± Depth USCS Sample W Other ft. CLASS. Soil Description No. % Test OL Tall grass on surface 1 _ Dark-brown, loose, organic, silty fine SAND, trace gravel,with fine roots, moist(TOPSOIL) 2 _ SM Light-brown, medium-dense, silty fine SAND, trace to some gravel, occasional cobble, moist 3 5 SM/SP Brown-gray, dense, slightly silty,fine to medium SAND, trace to 6 some gravel, moist(ADVANCE OUTWASH) 7 9 — Test pit terminated @ 7.0 ft, groundwater not encountered. 10 TEST PIT NO. 4 Logged By: JSL Date: i3/29/2005 Ground El. 312.0' ± Depth USCS Sample W Other ft. CLASS. Soilll Description No. %Test OL Tall grass on surface 1 _ Dark-brown, loose,organic, silty fine SAND,trace gravel,with fine roots, moist(TOPSOIL) 2 _ SM Brown, medium-dense, silty fine SAND,trace gravel and occasional cobble, moist 3 4 SM Light-gray, dense, silty to slightly silty,fine to medium SAND, trace 6 _ to some gravel,top few inches weakly cement, moist ADVANCE OUTWASH)) 7 I 9 Test pit terminated @ 7.0 It, groundwater not encountered. 10 TEST PIT LOGS LIU & ASSOCIATES, INC. 15-LOT RESIDENTIAL, DEVELOPMENT . 101XX SE 194TH PLACE Geotechnical Engineering • Engineering Geology• Earth Science RENTON, WASHINGTON JOB NO.5A030 DATE 3/29/0,5 PLATE 5 TEST PIT NO. 5 Logged By: JSL Date: 3/29/2005- Ground EL 332.3' ± Depth USCS Sample W Other ft. CLASS. Soil Description No. % Test OL Tall grass on surface 1 _ Dark-brown, loose, organic, silty fine SAND, trace gravel,with roots 2 to 0.5-inch diameter, moist(TOPSOIL) SM Light-brown, medium-dense, silty fine SAND, trace gravel, moist 3 4 5 6 _J-- SM/SP Light-gray,dense, slightly silty, fine to coarse SAND, trace gravel, 7 moist(ADVANCE OUTWASH) 8 — 9 10— Test pit terminated @ 9.5 ft, groundwater not encountered. 11 TEST PIT NO. 6 Logged By: JSL Date: 3/29/2005 Ground El'. 307.0' ± Depth USCS Sample W Other ft. CLASS. Soil Description No. %Test OL Tall grass on surface 1 _ Dark-brown, loose,organic, silty fine SAND,trace gravel,with fine roots, moist(TOPSOIL) 2 — ' SM Orange-brown, medium-dense, silty fine SAND,trace gravel, moist cobble, moist 3 4 SM Brown-gray,dense, silty tol slightly silty,fine to medium SAND,trace 5 _' to some gravel,occasional cobble, top few inches weakly cement, moist(ADVANCE OUTWASH) 6 7 8 9 10 11 _ Test pit terminated @ 10.5,ft, groundwater not encountered. 12 — TEST PIT LOGS LIU & ASSOCIATES, INC. 15-LOT RESIDENTIAL DEVELOPMENT 101XX SE 194TH PLACE Geotechnical Engineering •Engineering Geology•Earth Science RENTON, WASHINGTON JOB NO. 5A030 DATE 3/29/05 PLATE 6 TEST PIT NO. 7 Logged By: JSL. Date: 3/29/2005 Ground El. 337.0' ± Depth USCS Sample W Other ft. CLASS. Soil Description No. % Test OL Tall grass on surface 1 — Dark-brown, loose, organic, silty fine SAND,trace gravel,with fine roots, moist(TOPSOIL 2 SM Brown-gray, medium-dense, silty fine SAND,trace gravel, moist 3 4 r— SM/SP Light-gray, dense, slightly'silty, fine to medium SAND,trace to 5 _ some gravel,top few inches weakly cemented, moist ADVANCE OUTWASH) 6 ^ 7 8 9 Test pit terminated @ 7.0 ft,groundwater not encountered. 10 TEST PIT NO. . 8 Logged By: JSL Date: 3/29/2005 Ground El. 361.8' ± Depth USCS Sample 1 W Other ft. CLASS. Soil Description No. I % Test OL Tall grass on surface 1 Dark-brown, loose, organic, silty fine SAND, trace gravel,with fine roots, moist(TOPSOIL)] 2 SM Light-b-brown, medium-dense,silty fine SAND,trace gravel, moist 3 4 5 SM Light-gray, dense, silty to lightly silty,fine to medium SAND,trace 6 to some gravel,top few inches weakly cement, moist ADVANCE OUTWASH) 7 8 , 9 Test pit terminated @ 8.0 ft, groundwater not encountered. 10 TEST PIT. LOGS LIU & ASSOCIATES, INC. 15-LOT RESIDENTIAL DEVELOPMENT 101XX SE 194TH PLACE Geotechnical Engineering• Engineering Geology•Earth Science RENTON, WASHINGTON JOB NO. 5A030 DATE 3/29/05 PLATE 7 TEST PIT NO. 9 Logged By: JSL Date: !3/29/2005 Ground El. 368.0' ± Depth USCS Sample W Other ft. CLASS. Soil Description No. % Test OL Tall grass on surface 1 Dark-brown, loose, organic, silty fine SAND, trace gravel,with roots to 0.5-inch diameter, mcist(TOPSOIL) 2 SM Orange-brown, medium-dense, silty fine SAND, trace gravel, moist 3 Brown-gray, medium-dense to dense, silty fine to medium SAND, 4 trace gravel, moist 5 6 7 SM/SP Light-gray, dense, slightly silty, fine to medium SAND,trace to some gravel, moist(ADVANCE OUTWASH) 8 9 Test pit terminated @ 8.0 ft, groundwater not encountered. 10 TEST PIT NO. Logged By: Date: , Ground El. Depth USCS Sample W Other ft. CLASS. Soil , Description No. %Test 1 2 3 4 5 6 7 8 9 10 TEST PIT LOGS LIU & ASSOCIATES, INC. 15-LOT RESIDENTIAL DEVELOPMENT 101XX SE 194TH PLACE Geotechnical Engineering•Engineering Geology•Earth Science RENTON, WASHINGTON JOB NO. 5A030 DATE 3/29/05 • PLATE 8 TYPES 3 and 4 FILE CONTENTS/LOG SHEET Format Plat,Rezone, Special Use, Shoreline Redesignation) FILE NUMBER: LOS"POO"i HEARING DATE(S): PLAT/PROJECT NAME:_YIEWPOIN CONTINUANCE HEARING DATE(S) PLANNER: Chad Tibbits PROPOSED ORDINANCE NO.: ENGINEER: Bruce Whittaker RELATED APPLICATION&FILE NO. APPLICATION FILED(date): 07/05/05 EXAMINER DECISION/REC: COMPLETE APPLICATION(date): 9/6 le)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 B. HEARING EXAMINER'S ACTIONS 1. 0 PREHEARING CONF.NOTICE date(s): 2. 0 HEARING NOTICE date(s): 3 0 PREHEARING ORDER date(s): 4 0 CONTINUATION date(s): 5. 0 REPORT date(s): 6 RECONSIDERATION date(s): _ 7. APPEAL SUMMARY date(s): C. DDES STAFF ACTIONS 1.- 0 CONTINUATION NOTICE date mailed: 2. 0 REPORT date mailed: 3. 0 ADDENDUM REPORT date mailed: 4. 0 TRANSMITTAL TO EXAMINER(P1OR's/DOCS/STUDIES) date sent: 5. 0 PROPOSED ORDINANCE NUMBER EMAIL TO THE KC CLERKS OFFICE date sent: D. SEPA REQUIREMENTS 1. THRESHOLD DETERMINATION: DATE ISSUED: 2. DATE 500'RADIUS/AGENCIES/PORS/STAFF SENT: 3. APPEAL FILED: 0 YES 0 NO a. APPELLANTS: date received: date received: date received: b. APPEAL ARGUMENTS: date received: date received: date received: L05P0013 E. iPUBLIC NOTICE REQUIREMENT 1. NOTICE OF APPLICATION J a) AFFIDAVIT OF POSTING/POSTING PACKAGE SENT 945110, REC'D 94:g/44dt b) LEGAL AD SEATTLE TIMES date(s)sent: f-/ln-Qs date published: ZZ-75— LOCALS 1/C date(s)sent: 9,-/9-05.- date published: 9 zZ-v,S c) 500'RADIUS/AGENCIES/POR's/STAFF date(s)sent: _Q/7_9 OS 2. NOTICE OF RECOMMENDATION/PUBLIC HEARING a) LEGAL AD SEATTLE TIMES date(s)sent:date published: LOCALS date(s)sent:date published: b) 500'RADIUS/AGENCIES/POR's/STAFF date sent: APPLICAATION Date received: July 5,2005 1. Ira'INTAKE CHECKLIST 2. APPLICATION FEE 3. PLICANT DESIGNATION FORM 4. TIKLEGAL DESCRIPTION 5. in>98.ESSOR'S MAPS: A/W 31 02c2-4 j 6. O CERTIFICATE OF WATER AVAILABILITY 7.CERTIFICATE OF SEWER AVAILABILITY 8. 0 PRELIMINARY HEALTH APPROVAL 9. 0 CERTIFICATE OF FUTURE CONNECTION 10. M FIRE DISTRICT RECEIPT 11. 2'SE PLAN/PLAT MAP 12. LEl EGAL LOT PROOF 13. 2/9FIDAVIT CONCERNING CRITICAL AREAS COMPLIANCE 14. :"KIRONMENTAL CHECKLIST 15. NSPORTATION CONCURRENCY 16. LEVEL ONE DRAINAGE ANALYSIS 17. E G/vTHER - S/rY•S 18. 0 WAIVER(S) DITIONAL PLANS/MAPS DATES RECEIVED: CONCEPTUAL DRAINAGE PLAN 755 2. WETLAND MITIGATION PLAN 3. REVISION NO. 1 4. REVISION NO.2 5. REVISION NO.3 6. REVISION NO.4 7. OTHER MAPS a) b) c) d) e) fl L05P0013 CPSPECIAL STUDIES DATES RECEIVED 1. WETLAND/STREAM REPORT GEOTECHNICAL REPORT 3. TRAFFIC STUDY 4. WILDLIFE STUDY, 5. OTHER(document title) GENERAL CORRESPONDENCE 1. 7 O p- c [ 5%G v/jtJ e /r1A) AJ S•0. 3. Sr-- - 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. i 29. 30. 31. 32. i 33. 34. 35. Laureen M. Nicolay From: Laureen M. Nicolay Sent: Thursday, September 10, 2009 10:06 AM To: Jennifer T. Henning; Kayren K. Kittrick Cc: Stacy Tucker---,— Subject:RE:Viewpoint County Pr_eliminary_P_lat_Eile-Pending Status- LUA09-106 Just dropped this one off with Stacy too. It's 12 lots(revised down from 18)with steep slopes and the north fork of Springbrook Creek on site. Sepa checklist, howeer, says no water on-site. Not sure the County even accepted this one as complete though they originally applied in 2005! Laureen Nicolay,Senior Planner City of Renton Development Planning 1055 S. Grady Way Renton,WA 98057 425)430-7294 phone 425)430-7231 fax Inicolay@rentonwa.gov From: Jennifer T. Henning Sent: Wednesday, September 09, 2009 5:27 PM To: Laureen M. Nicolay; Stacy Tucker Cc: Kayren K. Kittrick Subject: RE: Alder Heights County Preliminary P at File - Pending Status- LUA09-105 Stacy/Kayren, Can we meet on Thursday and nail down the assignments for the King County Projects that need to get moving? From: Laureen M. Nicolay Sent: Wednesday, September 09, 2009 4:27 PM To: Stacy Tucker Cc: Jennifer T. Henning; Kayren K. Kittrick Subject: Alder Heights County Preliminary Plat File - Pending Status- LUA09-105 I left you one more for routing and it needs planner/plan reviewer assignments. . . Laureen Nicolay,Senior Planner City of Renton Development Planning 1055 S.Grady Way Renton,WA 98057 425)430-7294 phone 425)430-7231 fax Inicolay@rentonwa.gov i Jennifer T. Henning From: John Murphy[John@rewhometrends.com] Sent: Wednesday, September 29, 2010 9:56 AM To: Jennifer T. Henning Subject:RE: Viewpoint Sorry about that. My address is: John Murphy 4314 148th St SE ' Bothell, WA 98012 Thank you for your help! John Murphy Director of Operations-www.newhometrends.com 425) 953-4719 From: Jennifer T. Henning [mailto:Jhenning@Rentonwa.gov] Sent: Wednesday, September 29, 2010 9:53 AM To: 'John Murphy' Subject: RE: Viewpoint Will do. Could you provide me with your mailing address? From: John Murphy [mailto:john@newhometrends.com] Sent: Wednesday, September 29, 2010 9:51 AM To: Jennifer T. Henning Subject: RE: Viewpoint Hello Jennifer, Sorry, I didn't mean to construe that I was involved in the development of that project. So, no problem on my end. I would like to be added as a party of interest though once everything gets settled down and assigned. Thank you very much! John Murphy Director of Operations-www.newhometrends.com 425) 953-4719 From: Jennifer T. Henning [mailto:Jhenning@Rentonwa.gov] Sent: Wednesday, September 29, 2010 9:34 AM To: 'john@newhometrends.com' Cc: Gerald Wasser; Chip Vincent; Neil R. Watts Subject: Viewpoint Hello John, Viewpoint is one of several projects transferred from King County to Renton. I have a meeting tomorrow afternoon with both the Planning Director and,Development Services'Director to go over this project and several others in order to determine status and assign a Current Planning Project Manager and Plan Review staff to move the project forward. Once the "team" is determined,we will contact you to schedule a time to meet and go over the application with staff. It is likely that we will need additional copies of the materials sent from King County. We received only one copy,and will need additional copies in order to complete our review. It is likely that we will need to send the file out for copying and charge you for the copying fee. We will also require that the applicant(s)sign a Letter of Special Billing before we continue with the work initiated by the County. We will bill hourly at the rates charged by King County. I anticipate that these letters will be sent within the next two weeks. I appreciate your patience and understand that we have caused a delay for you. It appears that King County accepted the application, published a Notice of Application,and requested additional information,which was submitted. Renton will nlow complete the SEPA Environmental Review and schedule the public hearing. Jennifer Henning,AICP Planning Manager City of Renton Planning Division 1055 South Grady Way Renton,WA 98057 425.430.7286 014 J 2 Laureen M. Nicolay From: Jan Illian Sent: Wednesday,August 22, 2012 12:08 PM To: Laureen M. Nicolay Subject:FW: Renton Viewpointe From: Michael J. Rasmusson [mailto:mjrasmus©atimberlandbank.com] Sent: Wednesday, August 22, 2012 12:05 PM To: Jan Illian Subject: Renton Viewpointe Thank you for your phone call, Jan. To reiterate, Timberland Bank acquired the property we discussed through foreclosure/trustee sale on April 13, 2012. This is a 5.99 acre unimproved parcel situated at'104xx 102nd Ave, SE, Renton WA. . Thank you for confirming preliminary plat approval was never approved by King County prior to the property's annexation into the City of Renton in 2009, and subsequently was never submitted and approved by the City of Renton. The Bank does not intend to develop the property. Rather, our plan would be to direct a potential developer to City of Renton Planning to discuss (possibly through a pre-application meeting)starting the plat application process with the City likely through re-submittal of plat application documents previously submitted to King County prior to the property's annexation. As we move closed to getting this property on the market, I expect the number of inquiries the City will receive regarding" this property will increase. I am the contact person for this property and will appreciate having the City's questions regarding this property directed to me. Again, thank you for call and for the information you provided. Thank you. Mike Rasmusson Sr.Vice President,Special Assets Manager 801 Trosper Road SW OCsTumwater,WA 98512 a , r Phone:(360)705-1769 I 61 Fax: (360)705-1466 IV1vJ Email: mjrasmus@timberlandbank.com a 1 fr Legend City of Renton Print map Template Jurisdiction Boundaries Other l!ii. 7 V !ill+ 1 t 4' L--J- —tom_-7 l---]- _ -+q, „ ....,aj,_;. IS'74115'P 1 City of Renton 4 u . l 11 f !r f ' Parcels Ty i _ ,, ( - r Zoning r ^, 't' y„ -- r " v tom. RC Resource Conservation i' - S' fit 4 j' ^ n 1k r f' i R-1 Residential 1 du/ac I I , n 1 J _ if _ _R-4 Residential 4 du/ac jf tia (f Y 4 s,., f i it(• lilt R-8 Residential 8 dufac j'I z RMH Residential Manufactured Homes I. a. 9x,. r fit. S R-10 Residential 10 du/ac 4 t', } f ttk:'4'. R-14 Residential 14 du/ac e -,- f.. ' c.,, L40 al RM-F Residential Multi-Family S - ' i - i-- I a ., f^' f_. 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NAD_1983_HARN_StatePlane_Washington_ Finance&IT Division North FIPS 4601 10/12/2012 THIS MAP IS NOT TO BE USED FOR NAVIGATION City of Renton Print map Template Legend Jurisdiction Boundaries 1 Other E; City of Rentonr+ '-',' Y. s-G 1. , _ '" 4::' _- i, $ 1' Zoning T+i a. ,,-- t t" .,w E • r r RC Resource Conservation r c r - g +fig„ *g, ,-. =' R-1 Residential 1 dWac r i t,_' ^ Q . t# _g •A-- '# ' .,-7it " tip R-4 Residential4 dWac 0' a R1 - r t. ' ` y`_R-8 Residential 8 dWac i f.d^1 r > rt 4 4. i r,-i _,:,r k 4 ,"r'" i' M: RMH Residential Manufactured Homes a r _', x'a t+ 3 R-10 Residential 10 du/ac I l ti 2_.lAti•- 3-.' r./I A 1, R-14 Residential 14 dWac 7-;i d, v`'" y C M-.''-- RM-F Residential Multi-FamilyM ryeI r,, !* r'} r. fl, RM-T Residential Multi-FamilyTradition Y <'h r *i' :'. .1 k Yi• r t f 7 it • a^ RM-U Residential Multi-Family Urban C. Y i 3- -^• i.. Ly.-<+-'tea„ r*1c 1 CV Center VillageeC.b r 4 4 4. n I f .-_vor - . 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My' * r¢' 7f_ 3 k MK '.Jr 7 f 3 4 P a r 'fit 1,t c t u Z .+r f i;. .r rXi,* t tip 1. 9 Information Technology-GI5 This map is a user generated static output from an Internet mapping site and 808 0 404 808 Feet is for reference only.Data layers that appear on this map may or may not be City ofRP`nto n •RentonMapSupport@Rentonwa.gov accurate,current,or otherwise reliable. v NAD_1983_HARN_StatePl an e_Wash i n gton_ North FIPS 4601 10/12/2012 THIS MAP IS NOT TO BE USED FOR NAVIGATION Finance&IT Division King County Department of Development and Environmental Services 900 Oakesdale Avenue Southwest i Renton,WA 98055-1219 MEMORANDUM Date 8 • 2S • S n F ELD ca • .21-I • 5 FROM: Site Investigator B t I c—H E S H I ETA TO: Engineer BRUCE TA KER CTI$) RE: Field Check Observations I'. PROJECT NUMBER J NAME LC)5Poo 13/ \/,I Evi Pol N Address / Location SW OF 191--I Co 102 JO AVE S E Related Project#/Name AC)5 Pod-7 9 Thomas Map Page (new) (.4)8(o Thomas Guide Page (old) d 2 . SYNOPSIS OF PROPOSAL So5DIVLDE 5. 99 Ac2ES 'OF R -(.0- So I N 1 C w B LoT S FLOW CONTROL GONSERVMTok Li4DPs' S ON - SITE.. WAITER QVALi TY ASl C_ u!• 3 . SIERRA FILE INFORMATION m X Parcel #(s) 052205 90 i?),5 S-T-R NW 5 22 • S Kroll Map (0O9 W Acres / Feet2 5.99A Current Zoning R- (0- SoSH 1 0 Community Plan , 500 S W o Comprehensive Plan V I'Y1 a Limited Text Entry C. - P3 SO - 220 PAGE ! 4. SENSITIVE AREAS INFORMATION MAP FOLIO PAGE# SITECONTAINS SITE,ABUTS I YES NO YES NO COMMENTS Wetlands 0 Wetland#.. Wetland Class Drainage Basin • Sub Basin Critical Basin? 0 0 Streams Stream Class Stream Name 100-year Floodplain_ ___ Erosion Hazard Z Landslide Hazard V •_ V Seismic Hazard V1 n Coal Mine Hazard___ ....__ _ Z1 Other known SA's__ STEEP SLOPE S Class I or 2 Stream or Class I Wetland within one mile downstream of project site? YES SP21 NEn C32oOX. C.2LE FEMA FIRM number I In FEMA Floodplain? Y E Soils Mapped. Map# Best available Topographical Map 5 . SITE DESCRIPTION MATCHES T.I.R. DESCRIPTION? THE SITE 1 S A . S.99 Acr2E RC--C tNEuLkR Svilti)ED PAIR. EL . THE . N E Z/3 I S C r2ttsSEs W I T}-I I' N S A•1D ra_ E12 2Y SOM E T -ES A2oJNO Ti-i E ED-ES ( iD5Th'r'pj) . m E SW 1/ 3, 1 S 5 v Sup/2 E S. . DOWN "TO S P R-1N F3 o7_.c ol(__ GrZEC-4 (Njoi2rH E Fce-K-.) "f -I a STD SLOP AFW N-AS sDM " wc-)3s 1D SH- \JEs" ALJ I( TH C. SUDPE om -Eind ba frt:P 2c k/ rs 2-orvi)S) call Fa-M. Sc..t OE A-CT1 V 0 ` i c Cam E - P2CCPD5ED A CGESS l 5 C ss/Di tar . STe-I-P_ AL-01. & T14E SOLI ED E-1 E of Th- E f i2 L. TO l E No2fl4 PAGE 2 6-. EXISTING SITE FEATURES Unmapped Sensitive Areas: ST1 \-1- 1 Orel S rrE sG L-cxnJ SIB PE S Soils types seen and evidence of soul movement, slides, slumps, erosion, or deposition: • OLD SLLbES PCLDNC STEEP S u.3P ES Ground Cover: NE 2/ ele_ASs , '°L.A.ICsC2Q.Y,. Pja2 j 5 Su3 3 Fe_, I-/''L.G , ..o c l 4IS. STKILL •S 1=TZ,, Existing Utilities (hydrants, signs, poles, etc.) shown on site plan? NO t r-t P2.cx/ELM ITS dN 3117E , cFE5,TE. LITI ES ARE ON. PLf I t ul t I ha it Pca E ouI o pA rE. 50Nfa13142-ps i DEFF , Fi SH (?)ddlife an'd habitats: Water Wells: NONiE S Work started on site? • N-1 b CrLe-i1 1M( /6-112/VD ' OQ,1 LOT iT) ST- CS EE EO S(a O 2.33)Closed depression >5000 feet'? Y V Steep slopes? 0 7. • DRAINAGE - Drainage complaint records 5 - NCBf312c L M - SEE , i17 J1 61S Proposal will add >5000ft'Of new impervious surface? .OO 0 Approximate Area Proposal will collect and concentrate surface and storm water runoff from an upland and site drainage area oI over 5000 ft'? © OO Approximate Area Upland Drainage Basin (draining directly onto site): S.f E RiEzsE\/6 F'Lot OS LC:cTS 'I U TH-E SST. On-site.Drainage: •S[TE IJ S W EST TO W E S"r sout .1 t:Ysi2.."1' Pcc D S c irH \JEST . Tb CQ 1C. • Downstream Drainage (minimum 1/4 mile, distance): W EST D21 M/ t E P-c s pcomccet tT P/V12-C E 1 .(_s) TO 9 cr'+ C7 L_ sour/1 Ic f TD m CS kr THE. E),1 D OF . TI-tE R_orcD. TH-'E C 1 cuc VETS Ta T1-1 E •5w • OV Ell ST SOP si cP ES TO i} E N 012-'f1-I I%OeIL (2,i N1. 12'co c a ElL )1 141 S CpurL T I S NUT VISA ,t-E. SCUT4 Fwu3. o\l E1 ST D SLDV S A GIST (OL-D p-OYD, O T ' . c Z. SLA O Ei:A-r-vize 7) Aeon '(2 ULAN DEN s C CAE 63,\-sE b F STEEPkI "A. MA9PET I IJFO IS SIGsTZ.tt'Y 1 IJ T?-I1 s tI LPr OUT- FL-0-a-)5 L=?4 D uP I N THE 1.3 cx' n* ft 2 OF SP 1 -1 is—L&I C39.6t C. c-2EEY... Drainage Description Matches T.I.R.? . LEVEL 1 l S . SVEreittf k?-J.D VA-ei v E, 17P E S gyp - TD t E 1 '1S5 f\-t.D/o i1JEO I S I1JcOr-tR.r L • PAGE 3 I 8 . EXISTING ROAD NETWORK On-site Roads NONE Adjacent Roads P24:PoSED ACCESS cFF OF i021.D AVE SE l`V + PA-\20 w al-I No S&ut-D cM PGZ.o\iet-t T S Closest Transit Stop 8 . ESTIMATE OF PROJECT IMPACTS O,N SOIL AND WATER 17P 1 N3 OF STEP SLoPES 11DoSE Sol . S 2 N w S ttn ^c - S c M 9. ADDITIONAL COMMENTS EOSEi 02, 33 GPI NC-/ C'L lNC-7, uPt OPE r S (TE . akRE , c sdtC-s - FILL_ P(Lo d s I D E . BILL Tva_ i Z l R tc)l LOOS PAGE 4 10 CONSTRUCTION SIG:NS WITHIN 500 FEET AND ADJACENT 'USE r • I I NUMBER OF PHOTOGRAPHS TAKEN PAGE S ATTACHMENT TO MEMORANDUM PROJECT NUMBER: FIELD/OFFICE SKETCH WORK: Drainage systems, features, channels within the upland site plan areas, on the development site, and in the downstream receiving areas: SKETCHED BY: SCALE ln _Notes: N PAGE 6 I 2.”-,-.1:7-4•,•;;.-1-:,;-,-,:-.27-,7Y:;*:'1,4•4"-","4,,"7",•,:.-,--::.•---7'4.4 7-."-•'4,4-'"'"f,'7;7"'":"''''';''''''::""'"•••;:-4,4.-,;'•;;•'•";:','1•;;;;:i1,--mr,,Tr'.'""7 ";.., -4''''ern'r,"el•-4--;47.'M'13-7-7.7-',„•-,,''''''71777,',7;;;:':4f.;;'-'A,t,414,;:'•,-,10:.--..1 i,Q-.‘N,;-:;,-;-•„:-.,y-4'..,-,'"-4'[--i''',"„4,:-:;;,':'A-1.4•:„' ;:.44.4--:- ••.: ' '---,:;:•:• 4:•::"::. ;;:„„..r.,.`..jr1TrA;77.67,1„ ),Yptyi*;;,ii,o,;,0 g 0',:;,;.1,41to 1 k.s,,.,, ,,3 1.p',,,,r,'.4,14 k, 0,kr.,,,,' 1.,i-,r,. .4.;, t.,;:',.,,‘.1.: ,'..,,v,.:',-,',." ', .,.•,',.-„,,,' ,,' ,.„,.:. 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Page:686 1/4-S-T-R: NW-5-22-5 Acres:5.99(260924 SqFt.) Current Zoning: R-6-SO Potential Zoning: Comp. Plan Land Use: urn Assessor's Open Space: N/A Commercial Use: N/A / Number of Units: N/A Mobile Home: N Appraised Land Value:205000(2004),205000(2005) Appraised Improvements Value:0(2004),0(2005) Community Plan Area:Soos Creek Unincorporated Area Council: N/A School District: Kent School District415 Fire District:0037 Roads MPS Zone: 343($1246.00) Roads'TCM Zone:803 Waterfront: Water Service: Water Service Planning Area: Soos Creek Water And Sewer District Sewer Service: Airport Noise Remedy Program: N/A Bald Eagle Flag: N/A Council District(1996-2001):9 Kent Pullen(R) Council District(2002):5 Dwight Pelz Drainage Basin: Black River,WRIA 9 Police: King County, Pct:3, Dist: F4 Service/Finance Strategy Area: Full Service w/Transit Priority Snowload Zone: Standard Agricultural Production District: N Forest Production District: N Rural Forest Focus Area: N TDR Type: N/A TDR Status:N/A TDR Permit Number: N/A Building Inspection Area:S-6 • • Clearing Inspection Area:J.im Ballweber Code Enforcement Inspection Area: Bill Turner ESA Inspection Area:Kathy Newborn Grading Inspection Area: Ramon Locsin Land Use Inspection Area:Tim Cheatum Sens.Areas Notice(s)on Title: NONE Aquatic Areas Buffer:Y Basin Condition: Low Flow Control Area:Conservation Flow Water Quality: Basic Critical Aquifer Recharge Area: None Area of Potential Wetland Influence: N SOC Page 1 of 1 0 King county Development Condition Query Results - Parcel Search Parcel Number: 0522059085 Listed below are both Post-Conversion and Pre-Conversion development conditions which are associated with the parcel you entered. To view text for a development condition, choose a condition code in either box below and click on a Get Text button. Otherwise click on 'New Query' at the bottom of this page to perform another parcel search. Post-Conversion Conditions Pre=Conversion Conditions Effective August 18, 1997) Prior to August 18, 1997) SC-P3 SCP-P15 SO-220 SCP-P3 SCP-P7 Get:Text, I 1 'Get Text ck:here for ajmore: riinter:friendl dis la Updated: December 29, 1998 King County I DDES Page I DDES/GIS Page I New.Query I News I Services I Comments Search Links to external sites do not constitute endorsements by King County. By visiting this and other King County web pages, you expressly agree to be bound by terms and conditions of the site. The details. II SOC Page 1 of 2 ate, ..r King County T ', v °w t C c rnents ears By law this information may not be used for commercial purposes. Assessor Real Property Records: Pa-cel Number 0522059085 Taxpayer SINGH SATWANT Acco unt Number 052205908503A.. 3 Tax Year 2004 Levvy Code 5092 Tax Status TAXABLE Taxable Value Reason NONE OR UNKNOWN Appraised Land Value 205,000 Taxable Land Value 205,000 Appraised Improvement 0 Taxable:Improvement Value ' $0 Value Pa cel_ Number 0522059085 Taxpayer SINGH SATWANT Account Number 052205908503 Tax Year 2005 . Levy Code 5092 Tax Status TAXABLE Taxable Value Reason NONE OR UNKNOWN Appraised Land Value 205,000 Taxable Land Value 205,000 Appraised Improvement 0 , Taxable Improvement Value $0Value Assessor Property Sales Records: Tip: Use the Recorders Office: excise Tax Affidavits Report to see more sales records details. Sale Date 3/23/2004 Sale Price $436,000 Seller Name SINGH HARCHAND+ N GRE J KAUR+KAMOH AMRIK+BHUPINDEF Buyer Name SINGH SATWANT+SATWANT.KAUR Sale Date. 9/4/1998 Sale Price 1$0 . Seller Name SINGH HARCHAND+ANGREJ KAUR ET AL Buyer Name . SINGH HARCHAND ET AL Sale Date 1 8/24/1998 Sale Price $525,000 Seller Name LOBRUCH INC Buyer Name SINGH HARCHAND ET AL Assessor Parcel Records: District Name KING COUNTY Property Name Type Property RESIDENTIAL Present Vacant SOC Page 2 of 2 Plat Name Use (Single-family) Plat Block Water WATER System DISTRICT Plat Lot Sewer PUBLICSystem Lot Area 260,924 SqFt(5.99 acres) Access RESTRICTED Section/Township/Range NW 5 22 5 Street PAVEDSurface Assessor Legal Description Records: Account Number 052205908503 Record 01 Number Legal Description 052205 85 W 410 FT OF S 1/2 OF GL 4 This report was generated:8/23/2005 3:05:42 PM Related on-line reports: King County GIS: Property information FAQw__ ... ___. .__. ._ King County Assessor Submit a request Ito correct this information ODES: Permit Applications Report I IKing County: Districts and Development Conditions Report King County Assessor: eReal Property Report(PDF format requires Acrobat) King County Treasury Operations: Property Tax Information Recorders Office: Excise Tax Affidavits ReportRecordersOffice: Scanned images of pla s, surveys, and other map documents Enter a 10 digit Parcel Number: or Enter an address: SSe r*" 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. 1 BDOJ KING COUNTY DEPT OF ASSESSMENTS BD01 PAI11260-S1 REAL PROPERTY CHARACTERISTICS 08/26/05 07:54:44 .8 ACCOUNT: 052205-9085-0 SITUS: TAXPAYER: SINGH SATWANT QSTR: NW 05 22 .05 LOT: BLK: PLAT: JURS: KING CO LAND DATA * * * BU I L D I N G DATA * * BLDG OF * * ZONE ACTUAL BLDG SQ1FOOTAGE DATA MISC BLDG INFO JURISDICTION KING CO FIRST FLOOR YEAR BUILT ACRES 5. 98 1/2 FLOOR STORIES WATER SYSTEM WTR DIST 2ND FLOOR LIVING UNITS , SEWER PUBLIC UPPER FLOOR DAYLIGHT BSMT VIEW NO TOTAL BSMT HEAT SOURCE OPEN SPACE FIN BOT HEAT SYSTEM BSMT GARAGE ACCESSORY IMPS TIDELANDS TOTAL f,IVING AREA POOL AREA WATERFRONT FEET ATTACHED GARAGE POOL CONSTR WFT LOCATION DET GARAGE AREA WFT BANK ROOMS CARPORT AREA WFT RIGHTS ONLY BEDROOyS MOBILE HOME 0.0) == CHOOSE ONE OPTION: PRESS <PRINT>TTO PRINT SCREEN, PF4> FOR LEGAL, r <PF6> FOR HISTORY, <PF7> FOR TAXES OR <PF8> TO END. I 1 BDOJ KING COUNTY DEPT OF ASSESSMENTS BDO1 PAI11280-S1 REAL PROPERTY LEGAL DESCRIPTION 08/26/05 07:55:12:0 ACCOUNT: 052205-9085-0 SITUS. TAXPAYER: SINGH SATWANT QSTR: NW 05 22 05 JURS: KING CO LEGAL DESCRIPTION - PAGE 1 LOT BLOCK PLAT: W 410 FT OF S 1/2 OF GL 4 r END OF LEGAL DESCRIPTION * 0.0) CHOOSE ONE OPTION: PRESS <PRINT> TO PRINT SCREEN, ENTER> FOR MORE LEGALS, PF2> FOR CHARACTERISTICS, <PF6> FOR HISTORY, <PF7> FOR TAXES OR <PF8> TO END. f AgC I • ) II MA AgB f! 3I s D 0- • I Re Wafer 4 i\ Tank • •= _= N, tl 1 a AgC a• I itc ' AgC 11 •; • di !:•••• i 611 .s • • ••+ ii Ma il• K- 1 el ,• a alga Is as 11 G a 7 i • I 57 Q"a •• • iii\ O TU r No-•E J 4 k,______. n AmC' --% ' ,TAkF A g B • '• c N A a aa•• • tC_ II • • ' • •• • 1 .a • Y • lc.)- I • Age ' No 1 tCr+ 1 ii a • • . a • AmCs G AmC• r-a 1 WI: "all. • ••.....-. 6 •• AgC g t• S. a 3. l. •AgD al10Q v,/ la 1 lip f,vC i Tj. 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I... 2002 PHOTO r. . r 100.— 4 ` ' Ak• t I N Township LinesAR Y, war QSLINES 1! v` y• N ViM: k, p., j r, 1 N SECLINES y i - 41 ."s,. A/TWPLINESC fidr^ Streets 1 y y ,, ".4` w'a Parcels i 9 *# 4:4+''' .#Aerlal Photos-2002 A . Jtill l Y fi;.,- Cities F water Bodies Ar' f y, .?r'.« . ,., t, ._ 4+ '" City Boundaries o 16,00* J fir* ! r• R li/A kr i/ 4S Y , q ' c .4. .. ss* n , 11 •C I 'Af YY1'r.-^ 4 w .: Ito t , • 1 r"'%" " 1 „ ice a: 10 ty, Y. t ...`" '+; {".. Y.Y os. ?...L,., s'. r..,` 7iy "i' ,. ft n ems ,p l` a afa p J r v"l C ma fs:. '''? 1 d+ Mrf rot'. s49.y,a y, J u w , 1^ . • .: ' • `tY . y`. r,.• : p l3"'' r 1 r f 1§1 c y R w tea -{ r. 0 700 200 FeetF v P, • j" t„^ r' 4. +„ •# cam" 1. aim k ,,;Z".1 1"-200 feet w tw '- . `fir .h.. w r •gsY- 6. t .' `is yy r intOr..' s+ JE t!Y • ytM O King County ot:! °r a fir.{° 11 s e I.., e"",• s r'P f$ iit.,4 i The information included on Ma map has been compiled by r rIYy... King County staff from a variety of sources and is subject to i V.,r.; e. charge without notice.King County makes no j 4 1Frrepresentationso warranties.rxprss or implied,as to the y 9" ' accuracy,completeness, Kings unty hat no hlito for of r T. t„4. ,, a "+ * Y; 7 t rr" 1 1" such d, Count shall noTtnr Ilabteloran iff'..• s _.....-_ N 7. , 7 fir y r. ggfits resulting s lgl indlr the se or conhe inform) y I. f 4 t damages iMudmg,M,t rot limited to,bst revenues an bat 1/ _ 4,,. Y e ,+,{ P s". r profits re on thisfrom the use ormisuseof ens of map informationinformationf ..ram w >'• 1'F t,y 4 contained on this mep.My sale of this map or nformatpn r s w a., ; j`'-,' I 7 y ` f" ' J• ... ,yam'! on this map is vonoited except by written permission M Kirp y Plot date:Mar 30,2005;tlddes0011x01i0is\av_dev\protects1base2.apr a 23430 1 Ir o28560iS283NPo23444 1S 283M 31 21447 S ex S 2 23440 ` r S 28401 Wy 4 s 2851n St 23439 71 1 23445 23441 s g I<254328tliPo 3 S2„ o°oo.I IJE_._ 23434 S g s g g s< a 24440 x3a36 s s2 ST : s288th St 1_m S 2881h Po 23300 a S 2880t Po 23300 . 24092 F 1 i Z 5 2891h PI 8 2891h Po q y 24894 ; 24881 m 2 907 s `' w m s i S 40 iSS ' el*S N N 24882 21908 - II N I" a III S 292nd St Ny, Zyi s wd S 292"d SI "g S 292 Po 23450 2I 433292m28 PPI W N Is8 1 Sti 23454 m 1 ti ti S I `429200V M13 S i'3, W s h asap x w m '+ 204 St 52 9 R 04 E County Road Inventory System Bonded Road Section Line O King County Routes (CRIS) Railroad Section Number CRIS Roadlog(Route)Number Non-County Road King County Gravel or Stone Network Bridge Washington Low Type Bituminous King County Boundary 10( Bituminous Concrete,WSDOTUrban Rural Line Incorporated Area Department of Transportation wm. ...m... Road Services Division Sheet Asphalt,or Rock Asphalt I Park Nort Legislative District la stag Road Index Map Portland Cement Concrete U t at, 2004 Brick Legislative District Number Water Area J o"v Mt=V 0 co g II II co 5cnosII II 96th AV II Sso 11 11 II II II kve S 50 n Q.. s cLN CO (7 15570 i. 98th Ave S _ 99th PI S n 15510 100 T. ,4V,E,SE D D 01 CA W a 102nd Ave SE 15531 015530 8 104th Ave SE Q. mcno 15350 m o 105th Ave SE m C° 15390 106th Ave SE 5 m 106 Ave SE cn 0 cn N A 107th O m- Ave SE 15210 cn 1cyi CFI 0 cn m CI) N 7 Q cn m 1_ ti•,d I K P: c3 C O U N T Y r - E--;;; I.- 141 oiti lJ o A05PM07 II ' == xi• TOPOfly .4 n t t 1IIL i lo, .I 100 I I, l' 1 AlI 1 - I NFbh antl Ditch Data r Bald Eagle Nests 1 t NTownshlN Lines1 SE1$1_IaI y" 1 i` 1 1. Wi101ifeNetwok a 9f BasinsclkIP1 u L LINESJ1 J 1 ECLINP$ i.,.J e I PLINES 1. 1 192ND S VSaeets B 1• r 1 O WLRD Drainage Complaints101114) / 1 f IParcEls near Eagle Habitat Com 4 , il _ L., WOFW2 OR TREESItLL.I WDFW2ORTREES3tit.FEMkTamnrI 1 t 94 I1 f\ I EMAfilljg‘`- / to SAO Landslide 1 (/ Stream r 1LiAI2S Ai F-- 4 SAO Opal Mine I t_-- G 0• SAO Seismic W - - -,. ,.----___ ...., S "• I.. -.... .,...„......, A/3 00s 0 SAO Erosion ri , . ,;.0,, I so,i Water Bodies 1 1 Ii v Ciy Boundaries9 v Parcels iiiiCr a77; i Cites r_ 199-FitS_T s L I o [ J i+i i Q 4L7 cl 0 FeetI' 0 500 100 1 n 7 I_- __ i 1 '., — I -_ ___._____.._...-_— I ___ 1-=1000 feet 9 YyKinCounty LJ j CJ i I 11 1 I The information included on this map has been Compiled by King County staff from a variety of sources and is subject to change vnUrout rota.,King County makes no les,express or t 1 -accuracy, hetionsor completeness,timeliness.or rights to the use ofIsuchinformationKingCountyshallnotbeliableforany k G` t • l 1 general,special,Indirect,incidental,or consequential damagesprofitsresultingincluding,trio one or rroecse or tree IrilornNlan lost r i contained on this map.Any sale of this map or informaten i1 v1 J on this map is prohibAed except by written permission or King I t J toy. Plot date Mar 30,2005;0ddes001a01\glstav_dev\projectsloase2.apr 1- r 71(' 3.zR t= r eI umwm mom. IIIIIIIIIIIIII tj L' A05PM079 INIIIIIIINI b F;1 -,i ,.\-, , twa,16.--,--_-,,..)- '_ D HYDRO/GEO DsemoR C um Emma I I!" i umminiii MIIIMMINIII Q h. Y. 1-. f r N Fish and Ditch Data1Iiffi._ - Bald Eagle Nests I11111111111111 I I"' I j i r— ! NTownship LinesIr' r t 1J.- r l _, i J 1 Wildlife Network IIIIMP u Basins nt I aIDUL. S 53RD1'1 SE 1 soTH P 00TH P- s EcUxiNESIA f r t xJ-i I t- l-. k NTWPLINES p/ streets S 1 99N Q WLRD Drainage Complaints SF 192Nf)St7 I Parcels near Eagle Habitat 1 r_0 7 l t WDFW1 ii-=1 WDFW2ORTREFS31 i1• g J' 1 Wl)FW20R TREES3l a W TRFFS? 17! 00 , 2 rtl r NFEMA Cross Sectlans a'w i ' F- W L FFMA 100-yr. ay v F ST ,. ! - 0 FEMA 100-yr.Floodplain SE_ ' e PL Q - SAO Wetland(1g9e) i y. - I I i Stream SAO Landslide i s I N2SfNItw1_ a 2 S 1 6TH vv,r 3 Aft i!, iimer i i i. -SAO Coal Mine 1. . Q G e•Ov ®SAO Seismic 1 ri0 p SAD Erosion Water BodiesWIIW N City Bounder es Parcels 8TN m V`L19 co cn I cri T Q Q i•••••Cities i Q S 199TH ST n•• CO ns a)pl I i I•_.1 I j m.+, II I l 1 I 0 500 1000 Feet r- Li- j (t t Q 1-=1000 feel O irri..r i r.- Q I i I t ' Kin9County IJt to J' I I Q I I11 t 11 T`h- The information included on Ihis map has been compiled by l^- 1 / O ease latansaorneff tvramasp a variety rossww9 ied ohe I' acwracy,completeness,timeliness.or rights the use of u l J'wch information.King County shell not be liable for any general.special indirect incidental,or consequential l I i _ I// damagesincluding,but not rrn led to lost revenues or lost 1 1- , ^- {L1.. l profits resulting from the use a misuse of the information F 0...... r_ I I contained on N map.Artysate of this map or information J 1 r I 1 _ - on this maple'Nobbled except by written permission of King I I', r---f AST- i courcy. Plot date:Mar 30,2005;11ddes001\x01!gts\av_dev\projects\base2.apr r le G COUNTYUNT Y i- 1.1 nk i 1 LL igib - ; ,- / - wii: r, A05PM0791ILLIL1LL1_z f1 i 1 I 1 _.' i r- -1-w_a,,l 1_ I I I Irr t , 11 1 1 1/ .i%A-1 M ` I ft ` _ r . I CID,. y tt I Water Course(WLR)r 1 I I 1 J "Y`--4- ( NTownshlpLines y I f , I -r (I I— C L)- \ i _ I) QSLINES t r Itp' J T(T, SECLINES i e• 't J----_.- I -------- F _ !--hi ,-. I_ j ,._..1 I j-i _ AtTWPLNES neAe - I J rP -i 1 staters 5 n D.. - ----- II 1. pt I Water Bodies Irk re r.a i^ L. SE- I ' Gry Boundaries h-t Lu_ 7 iArea of Potential Wetland Influence(2004) 1 - f i I - L. ff Aquatic Areas Buffer(2004) qc SF 19?ND ST F- Wildlife Habitat Gx servaton Areas(2004). xrr';.- ` 1 r -. 1'*1 1 I I ' ( v //'< I I ! ! I ! 1 _ Parcels i r- 61, boa Aquifer Recharge Areas(2004) a ! h ! I1I I I 3 II h. t . THST rn rn l I a / 4TH PL J n Conditions(2004)SE 1 S_ t Bali NighMedium Lti L 1 r 7 Q.le , el I I1 Lowfi i r Goes r--ram I _ I 1 I .L- r I sr+1 I r - 4. i 4.FL o 1 ;e. I p IFT 1 1 ; 0I a I Ili I` s19B1U} to I- -1 { r L r 1 1 I Q Q F S 199 L T-- ,I 1 iS v to co , I- 1:17 C _i 1 j t. *` 1 I L -( i I 1----i_\ `--•N 7j ' i I 0 500 1000 Feet L—J177 1 T 1 r v J 1J +- T I-T 1- i 1 1 1"=11 0 feet r I I-.... x/_. --'"err- --„,-,_i 1. -, , ' _, 1--., I --__ 1-- I- I r i _ i I I King County1—}11 r---I f L_ _ _-- _.I jJ ` t-J._I _- I 1 i . r «; Jy 1 --- I _- i - L _- 1 w mfca n a»m aso has a A c t o1J i [' . L .r _ — r J L nB vA I notice my makes ro r T \ L_ __y, 41}ill:I representations or warranties,express or implied,as to the IL---, J—J -._.1 f. I I 1 r such information completeness.King county shall na bee liable fora of I f f i ( I I I I r--. --- _' I general special Indirect,Incidental,or consequential1 I-- r- -_ I - 1 --I mo- / " I damagesincluding,but not limited to.lost revenues or lost 1 r _ pouts resulting from Me use or misusedtne information1- -- - contained on this map.Any sale of this nap or information on this map a prohibited except by written permission of King1erCounty. Plot date:Mar 30,2005;11ddes0011z011gls1av_dev1prgects\base2.apr 7 J1. l rrI NK t_ 2A001 L I, s.,,-.1_1_1....1..J..1_1...1?___.1. -y 055P MSW07D9 M 1 4E-ii 1-- i -H J Irei ',`tG 1 J;.-J I I_ G[Fj j_j •. 1 N Township Lines T.1J G'-liM l-'i-Fri t S-T-R j7 Li J QSLINES i r. I r r-, t,, - 0..z..r'_ 1 '1 ;_ , AtSECLINESTWPLINESten)/ on CONS N0T j Streets i j I I water Bdd es t i. .. 1, A/City Boundaries SF 192ND ST i r-` Parcels CO Cities F 1 .0,, - ii a Landslide Hazard Drainage AreasONTR1M11.1 LanawideHa7aMDrainage Si; Q- I E,Landslide Hazard Area on j SE 194TH PL 4--1_ ____ -J_ W 9B11- ST L ST lit! 11 S OP4jIi198TH ol 0 cot 1 y10, , , - Cti..., . ; Q . ..„ ,;, , , r II i J " J {. .{ -TJ 0 500 1000 Feet11:t--( ' 1;--± 1:-,{—. __.- j 1 Y"_ _---__. 1 1000 feet7_,__,1r L.i i j C i l King County r--' .J i r -The inlwmalwn irrluded on This map has been compiled by IGy Coun1Y staff fro varrely of sources and is subject b change vnttwut reg. King County makes no representations w warranties,express or implied,as to the accuracy completeness,timeliness,or nghls to the use of 1 such information King County shall not be liable for anyn—_ T I` \!,.?' lye V general special Indirect incidental,w consequentiali--i i ._1 1 YYY / _f damages including,but not limited to,lost revenues or lostLLBj-.-_l ;, lt'; T 7 profits resulting from the use or misuse of the information contained on this map.My sale of this map w Inf.-martin T— j on th s map Is prohibited except by written permission of KingllCourvy. Plot date:Mar 30,2005;11ddes0011x071gis1av_devtprojectslbase2.apr KING COUNTY is 1 A05PM079 ZONING i _ F Trails rEENO HILL a Fadlites NTawnshlp Lines r- C-j— t -•----- ST-R arerarsruer- LEME TARP N NEsEs PL.INES vy-----_ v Sweets Water Bodies QTH ST cm S 1-94TH ST I jcny Boundaries r SE-1 ppTH PL Road Rights-of-Way e n S 53RD PL C, ls R 0 Parks r H-! nCgities f . 1 A2Nf1 ST S 55TH ST n N et I NSF 192Nl ST Zpf11/M10-Agncunu al,one DUI lO acres n - A-35-Agricultural,one DU per 35 acres U.I F-Forest a. --- Q M- 25-RMineral 1 RA-2.5-Rural Area,one DU per 5 acres R-8-30 RA 5-Rural Area,one DU per 5 acres GLENRIDG RA -RuuralArea,oneDUper,°acres O 1 S`O S- ,.` c, r.. ., t UR-Urban Reserve.one DU per S sixes n T Wj jj R-1-Residential,one DU per acrej ` V) F l/X R4-Residential,4 DU per acre Residential,6 DU per acress0dSE.196THSTELEMENTA R-82-Resadeua1812 DUDUper acre eracre U3 R-18-Residential,18 DU per acreT1! R-24-Residential,24 DU per acre W gip', NM R-48-Residential,48 DU per acre S NB-Neighborhood Business V) r-. j GCB-Commorhoousiness u)s 199TH W i i RB oRffeg lonal BusinessSQ U,} LL C 1 -1-Industrial ao,N o C. S 199TH ST Lu\ Ca 1-• - t t > rill,• I— - 4 w S 2Q9TJ3_ST---'— --- --- -----1--- ----SE.20.L1TftSJ+ , 9SPRINGBROO r u SE 2Q1ST:ST ,- ELEMENTAR I 1I 0 500 1000 1500 Feet f I — I 1"=1333 feet 1 0 King County r _ lik The information included on this map has been compiled by I King County staff from a varielyof sources and is subiect to change without mine.King Courtly makes no representations or warranties,express or implied,as to the I accuracy,completeness.timeliness,or nghtc to the use of such information King County shall not be liable for any c I general.special,indirect.incidental,or consequential 3 damages including,but not limited to.lost revenues or lost1IIIprofitsresultingfromtheuseormisuseoftheInformation contained n on this map it Any sale of This map or informationfKingthemapisprohibitedexceptbywrittenpermissionof County. T L- Rot date Mar 30,2005,\tddes001\x01\glstav_dev\prolects\base2.aPr r i. COUNTY I 1 A05PM079 1 ARTERIALS 1 . 1 I i\ NC1= Streets water Bodies A/City Boundaries Parcels ICitiesO C almaE Re on principal 4 I* 0 1000 2000 3000 4000 Feet I1".3333 feet King County a'The information included on this map has been compiled by King County staff from a variety of sources and is subject to charge without notice.King County makes no representations or warranties,express or implied,as to the accuracy,completeness,timeliness,or nghts to the use of such information.King County shall not be liable for any f general,special,indirect,incidental,or consequential damages including,but not limited to,lost revenues or lost profits resulting horn the use or misuse of the Inlormatan r 1 I contained on this ap.Any sale of this map or information on tfes map is prohibited except by written permission of King r 1 m County Plot date:Mar 30,2005:11ddes0011x011 cps1av_devlprojectslbase2.apr NI t.1A:7' cryfit^ r • .• ,, k 7* V f I , tir i ..., . -1,,,,,„,,,.. . 1 t • i ii * libP lit. 4 4.* J ' ,... 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Voe ' • 4iii 1 il*'''' . f 4„ r ' p " r , Ailmaii r Affid vit of Publication 3246424/3 State of Washington, Counties of King and Snohomish, Mary C.Hiatt being duly sworn, says that he/she is the Authorized Agent of Seattle Times Company,publisher of The Seattle Times and representing the Seattle Post-Intelligencer, • separate newspapers published daily •n King and Snohomish Counties, State of Washington: that they are newspapers of general c rculation in said Counties and State; that they have been approved as legal newspapers by ord rs of the Superior Court of King and Snohomish Counties; that the annexed,being a c assified advertisement,was published in: Ialews a er.. u catt t pry The Seattle Times I 09/22/05 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 i sue of said paper or papers during all of said period, and that said newspaper or newspapers w re regularly distributed to its subscribers during all of said period. KINGDEVEOPMEENT&•OF. 'x r^r^\ 1ENV IIRONMENTALSERVI,CES• 1 '114110OT ICEati,LAND:ISt 4PERMIT AP,PL'ICATIONS Subscribed and sworn to efore me this 21st day of September,2005 SHORSUBDIVISION':' '' F.de:'L05S0041%:.. .I JoVita Shotf'Plat Applicanti Michael Donahue,; Bonney,Lk Enterprises, -:. Location:-Located at 3540621st. A4eSW;Federal Way' Prenvolf Subdivision of a 0.6f-. ac4r.e:parcel•Into 3 residential) Manager:protectAngelica V,elas0i ez,' NotaryPublic in and f I r the State of Washington residingat Seattle SHORT S1`i• ;SHOR.TSU9DIVISION `,g File:1405S0043:'- Nguyen Shoff Plat Apiilicent: Cong &'Stephanie Nguyen.Location:.Located at-12604 4t1 Ave SW,Seattle ' Proposal:Subdivision of a'0.3,5 acre parcel into:2 residential, , lots inthe"R-b zone. Fereelig 9n hkefi ' : tad. Aj i D€ ed' R€Sa 11 111111 bl) 5'I.win-.. A:tl°ill aa 7 III, these!appligdlronu^ipllo lne t e 21-day:cbrrirnent peYiod ending ion mentsr 2d,d2000055>`Wenners",\\""\tIt!; / comritentsaridaddifi-rjh WO, ' 1.7SION •c ill, '1,e//' matioh°-caq-be7;bbfatI1tf-bd s q i rl/ sonttgpt,IP0 9 p[A elf ringer:k 4y0 d f e`-Phbne huitiii r ljs ta q o. i'"`:PE MIT A?PL1CATION•:' 0mg, (JBL' L: , ...:. i z r I=ST.;.aa f FOR ALSUBDlVlSION:.' 7.h/ -' -24- '- File:„ii0$P0013? '. ':,:ri III11` ...\\.rn . Alf 1//:`o - fla \ A con:So1WOtitSirl aLliLocatednear. Sl I L1/ .J ` 1192n f$t,&S02nd Ave SE:,;:- ,1 111111\\\\\e\\' PrroPtisel}'Subdi• vide 5.95 acre•s into 18 residential lots In,the R;611pltong. Program7Vlahtlger•-r•' : :; e\ Chad Tlbbits,206;.2964Y 94 AA`` ! COMMENT'".PROCEDURESNp`a Comments on the Obt VO'fil now being:occepfed,bit R Coufiti+:DDES,.-C7 th endures,ilstep above, . .?.: ,.,i Putilisheil-Eiis 22nd-day` `°_ of September,2005: :r•>.<0,4::- 0 c'' King County Department,of Development and i Environmental Services Notice. Board,SiPosting Procedures Land Use Services Division 900 Oakesdale Ave SW Instruction Package.. Renton,WA 98055-1219 1 Notice of Application September 16, 2005 n0 In accordance with King County Code Section 20.20.060, enclosed you will find instructions, specifications, and materials in order to meet the notice of application posting requirements of the County. Please read these instructions carefully and take action quickly to order your notice board sign. Your notice board sign can be ordered through a sign painter, using the information supplied on page 2 of the enclosed "Notice Board Requirements." The cost of the sign is the responsibility of the applicant. Further processing of your application is dependent upon fulfilling the notice of application posting requirement. When your sign is in place,'attach the colored laminated notice of application along with the plastic envelope (containing extra copies of the notice of application) to the notice board as depicted on page 1 of the instructions. Maintain a supply of notices within the plastic envelope throughout the comment period. The posting sign/notice board must remain in place throughout the duration of your application. Immediately upon completion of the above instructions, complete the enclosed affidavit of posting and return to the Department of Development and Environmental Services., Land Use Division, Current Planning Section, at the address shown above (envelope enclosed). Failure to comply with posting requirements may be cause for a delay in the processing of your application. If you have any questions, please call the Land Use Services Division at (206) 296-6600. 1 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 i i Notice Board&Posting Procedures Instruction Pkg.-NOA 8/8/01 MAIN FILE COPY li,_ 0 AFFIDAVIT King County Department of Development and Environmental Services Land Use Services Division POSTING . 900 Oakesdale Ave SW Renton, WA 98055-1219 L05P0013 —Viewpoint 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 NOTICE BOARE P EQU.IREMENTS NOTICE OF APPLICATION King County Dept.of Development and Environmental Services Land Use Services Division I 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. r 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 applicalnt 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 I 4FT 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 frorn 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 thelapplication 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 5.99 acres into 18 single family detached residences in the R-6 zone. _ File No.:L05P0013 Viewpoint 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 O. I) oar^ • O w AFFIDAVIT" . King County OFT-Department of Development and Environmental Services Land Use Services Division POSTING 900 Oakesdale Ave SW Renton, WA 98055-1219 L05P0013 —View oint Subdivision DDES Project Number I, SA 7 /) 7 `CM) h , hereby affirm that I have posted the folio prmt name) a © a UJ X Notice of Permit Application SEP 2. 9 2005 Other D•E'S• o n4t . A day of e-/2- , 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): q . /4T /o 2-ve- AND /rti r' t Wss9re f 2) de Df ' (Az vat 4 -'e • 3) I hereby affirm that the above is.a true and correct statement. i S viaturaa:V. 4 _: 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. MAN FILE COPY= CPSFORMS/AFFIDAVIT OF POSTING.D C 7/27/99 i V 1 11111, Drop-Off aver Sheet King County Department of Development for LUSD ONLYandEnvironmentalServices' I 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 lit Project No.: L D c P E Project Name: `/{l EL) P`5//‘/T SL IL ROM:SEP 2 9 2005 Company Name/Contact Person Telephone No:C ep.-- 3 3 1 K.C. D.D.E.S4 TO: ADDITIONAL INFORMATION REQUESTED BY KING COUNTY STAFF(please print) Short Plat/Plats Please specify item(s)dropped-off: 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.gov/ddes Drop-Off Cover Sheet—LUSD Only Ig-cvs-dropoff.pdf 11-03-2004 Page 1 of 1 Rogers, Carol From: Rogers, Carol Sent: Monday, September 19, 2005 2:49 PM To: legals.bellevue@kingcountyjournal.com' Subject:Legal ads for publ. on Thursday, 9/22 Original Message From: Rogers,Carol Sent: Monday,September 19,2005 12:48 PM To: Legals'; 'Legals' Subject: Legal ads for publ.on Thursday,9/22 Please confirm receipt. Please publish the accompanying,legal notice in your newspaper on THURSDAY, September 22,2005,which will meet our minimum lea al notice requirement. Should this not be possible, please call or fax me immediately. Submit your invoice and 3 copies of the affidavit of pul lication 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: L05S0041 Jovita Short Plat Applicant: Michael Donahue, Bonney Lk Enterprises Location: Located at 35406 21st Ave SW, FedLral Way. Proposal: Subdivision of a 0.67-acre parcel into 3 residential lots Project Manager: Angelica Velasquez,206-296-7136 REQUEST: SHORT SUBDIVISION File: L05S0043 Nguyen Short Plat Applicant: Cong&Stephanie Nguyen Location: Located at 12604 4th Ave SW,Seattle Proposal: Subdivision of a 0.35-acre parcel into 2 residential lots in the R-6 zone. Project Planner: Fereshteh Dehkordi,206-296-7173 COMMENT PROCEDURES: DDES will issue a decision on these applications following a 21-day comment period ending on October 24,2005. Written comments and additional information can be obtained by contacting the project manager at the phone number listed above. NOTICE OF PERMIT APPLICATION REQUEST: FORMALrSUBDIVISION.. File: L05P0013hVieo _ttSubdiustorir Applicant: Satwant Singh Location: Located near SE 192nd St& 102nd Ave SE, Renton Proposal: Subdivide 5.99 acres into 18 residential lots 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 22nd day of September,2005. 1 I 1. cc: Accounts Payable,Administrative Services Division, DDES Application File(s): L05S0041;Jovita short plat application notice L05S0043; Nguyen short plat application notice LSO PQ01:3 Vie rpoiriWiLibdivison;pjeation notice Seattle Times account#078871004 2 1,,l',f<. 1 b °r-pro-'s.. a« .A4 , 4':'sC.^ s;,.;1 *,ds .As' .•. §y 8 z`'...s =,... ..+1.°YB<..°-"° ='. W... z. - .: e,t;•:. .` r.,-, y ;.a a: I.•a` r.•'.'.., .,. File Edit View Insert Format Toots Actions hell w=_ 7'ypa ti r ic;i)Ml;a r d @eply Reply to AP . p Fora, and X ` d'.°. ,; aecurty— Fonts* High Importance Item Q From: Torn Meagher r[tom.meaghergkingcountyjournaI corn] Sent Mon 09119/2005 2:52 FM To: Rogers,Carol Cc: Subfect: .RE:Legal ads For publ.on Thursday,9122' Hi Again,Carol! I have received your email,and will publish the notice(Re/File.!35S0041,LO5S0O43 and LOSPOO13)in the 9/22J055 edition of the Ding County Journal. z Thanks again,Carol! Tom Meagher Legal Advertising Representative King County Journal Newspapers Phone: 253-234-3512 or.426-453-4296 Fax: 253-659-92"4' or 425-635-0602 Original Message-- Franc Rogers,Carol[mailta:CarolRogers c@METROKC.COV] Sent Monday,Septetrm ber 19,2005 2:49 PM To:'legals.bellevue lar. igcourtyjournal<cosn' Subject:Legal ads for pubL on Thursday,9/22 Monday,Sep 19,2005 02:57 PM Rogers, Carol ka From: Rogers, Carol Sent: Monday, September 11 9, 2005 12:48 PM To: Legals'; 'Legals' Subject: 1 Legal ads for publ. on Thursday, 9/22 Please confirm receipt. Please publish the accompanying,legal notice in your newspaper on THURSDAY, September 22,2005,which will meet our minimum legal notice requirement. Should this not be possible, please call or fax me imn'iediately. 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: L05S0041 Jovita Short Plat Applicant: Michael Donahue, Bonney Lk Enterprises_ Location: Located at 35406 21st Ave SW, Federal Way. Proposal: Subdivision of a 0.67-acre parcel into 3 residential lots Project Manager: Angelica Velasquez,206-296-7136 REQUEST: SHORT SUBDIVISION File: L05S0043 Nguyen Short Plat Applicant: Cong&Stephanie Nguyen Location: Located at 12604 ath Ave SW,Seattle Proposal: Subdivision of a 0.f35-acre parcel into 2 residential lots in the R-6 zone. Project Planner: Fereshteh Dehkordi,206-296-7173 COMMENT PROCEDURES: DDES will issue a decision on these applications following a 21-day comment period ending on October 24,2005. Written comments and additional information can be obtained by contacting the project manager at the phone number listed above. NOTICE OF PERMIT APPLICATION REQUEST: FORMAL SUBDIVISION File: i •5P_0013 Viewportt ubdivision Applicant: Satwant Singh Location: Located near SE 1I92nd St& 102nd Ave SE, Renton Proposal: Subdivide 5.99 acres into 18 residential lots 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 22nd day of September,2005. cc: Accounts Payable,Administrative Services Division, DDES Application File(s): L05S0041;Jovita short plat application notice L05S001 3; guyen short plat application notice i3O,1: 0z13 ewpoint-subdivioMppliFal otice _ Seattle Times account#078871004 /MAIN FILE COPY 1 Legal ads for publ. on Thursday, 9/22 Page 1 of 2 Rogers, Carol From: Legals [legals@seattletimes.com) Sent: Monday, September 19, 2005 1:39 PM To:Rogers, Carol Subject: RE: Legal ads for publ. on Thursday, 9/22 Hi Carol, Your Legal Ad # 3246424 will run Thursd y, September 22, 2005 Times Only for $ 125.56. Thanks; Eleanor Original Message From: Rogers, Carol [mailto:Carol.Ro ers@METROKC.GOV] Sent: Monday, September 19, 2005 1 :48 PM To: Legals; Legals Subject: Legal ads for publ. on Thur day, 9/22 Please confirm receipt. Please publish the accompanying, leg I notice in your newspaper on THURSDAY. September 22,2005,which will meet lour minimum legal notice requirement. Should this not be possible, please call or fax me immediately. Submit your invoice and 3 copies of the affidavit of publication to Accounts Payable, 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 DEVELOI IMENT ENVIRONMENTAL SERVICES (DOES) 900 Oakesdale Ave SW, Renton,WA 98055-1219 NOTICE OF LAND USE PERMIT APPLICATIONS REQUEST: SHORT SUBDIVISION File: • L05S0041 Jovita Short Plat Applicant: Michael Donahue, Bonny Lk Enterprises Location: Located at 35406 21st Ave SW, Federal Way. Proposal: Subdivision of a 0.67-acre parcel into 3 residential lots Project Manager: Angelica Velasquek 206-296-7136 REQUEST: SHORT,SUBDIVISION File; L05S0043`Nguyen Short Plat Applicant: Cong &Stephanie Nguyen t Location: Located at 12604 4th Ave SW, Seattle Proposal: Subdivision of a 0.35-acre parcel into 2 residential lots in the R-6 zone. Project Planner: Fereshteh Dehkordi, 206-296-7173 09/19/2005 Legal ads for publ. on Thursday, 9/22 Page 2 of 2 COMMENT PROCEDURES: DDES will issue a decision on these applications following a 21-day comment period ending on October 24,2005. Written comments and additional information can be obtained by contacting the project manager at the phone number listed above. NOTICE OF PERMIT APPLICATION REQUEST: FORMAL SUBDIVISION File: L05f b010-3Viewpoiit Subdivision Applicant: Satwant Singh Location: Located near SE 192"d $t& 102nd Ave SE, Renton Proposal: Subdivide 5.99 acres into 18 residential lots in the R-6 zone. Program Manager: Chad Tibbits, 206 I296-7194 COMMENT PROCEDURES: Comments on the above file are now being accepted by King County DDES, at the address listed above Published this 22"'day of September,2005. cc: Accounts Payable, Administrative Services Division, DDES Application File(s): L05S004 ; Jovita short plat application notice L05S0043; Nguen short plat application notice L05P0S13;Viewpoint subdivision application notice Seattle Times account#078871004 1 09/19/2005 Nonce of Department of Development and Environmental Services I p I ' o Land Use Services Division 900 Oakesdale Avenue Southwest Renton,Washington 98055-1219 Type 3) Applicant Satwant Singh Fite;No L05P0013:-Viewpoiint Subdiivision 13306'SE 240th Street Kent, WA 98042 DDES.Project Manager Chad:Tibbits Planner Telephone::No.: 206 296 7194 Agent: Cramer.NW, Inc e-mail: chiad tibbitsa.me#rokc qav Attn..Ale Konelis 945 N. Central Ave#104 Date Application;Filed July.5, 2005. Kent, WA 98032 Date Determined:Complete:September 6, 2(l05 253 8524880 ', Project Location: ; The site•is located near SE 192nd St. & 102nd Ave SE, Renton, WA. Project Description: This is a request to su divide 5 99 acres zoned R 6 into 18lots for single family detached residences.and tracts for drainage facilities, access°and recreation. The'lots range from approximately 4,059 to 8,359 square feet Permits reqUeStedinithis application: Fo ulbdivision I:Relevant environmental documents°are available at the address below Environmental checklist, geotechnical study and drainage 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 pgdesii including,those noted.above::: Other;permits•not included in this application,•known at this time: None A public hearing before the King County Heari g 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 prioF 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 Project Manager at the address listed below. Written comments mayalso be submitted to DDES. You may review the application and any environmental documents or studies to 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: September 29, 2005 Please 'send me notification of the public hearing and other official notices concerning this application. File No. L05P0013—Viewpoint Please print) Name: Address: Telephone No.: King County has received an application to develop property at the address listed above.You are receiving this notice because our records indicate that you own property within approximately 500 feet of the proposal A: A,IN FILE COPY r s LO5POOi300 ER@ o C) UIor\JV - E DUNE ii, '.i VOL/PG LOCATED IN THE N.W'.'.'I/4, OF THE N.W. 1/4, OF SECTION 5, TOWNSHIP 22 NORTH, RANGE 5 EAST, W.M., ti ' '', • ' KING COUNTY, WASHINGTON • 1 MOCK:AUTOS:LE GRAPHIC SCALE 1 ,50' DEVELOPER/OWNER INFORMATION:. LEGEND: 00' 4. SA7-WWT SINGN SO 0 f33oe GE 24omsr. ARFD N7MAaRAr wawaI 4GG41bU251-'87F 1 2 i 1272 S unurr POLE, BASIS OF BEARINGS: ZWO80OHING,SERVICE& 6 Cw ANC DR S SHOWN A D7"ARE atom ow nor Nor Low UTILITY INFORMATION: GAS POMP I ,'.O'"aoW Owr LOT 4 BRIO NORTH OD2r3t EASE AS IONONMTWORDOFSiMETREtMEDwornOFSII:BNV(S1DN:6 4. UINRI'POLE.RECORD NKIBOR S109. 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A 27151:0- q . I^ I • 1 y' l ' 41,wl 1 io.121 R \a i I ON•.`\.• r•• 4l. .. r` a$ onwo28. 5• -_ I (NOT To SCALE) 2A7` C `,\'•.•V•3• \ I.7b 1 •jj • b!7 6 NET37.43'W 2594.94' --_-----0 .1 6 LOCATION SKETCH& QUARTER-SECTION BREAKDQiVNO \ ..\\O\p J 1 \ 1 7r. K SECTION'S, TOWNSHIP 22 NORTH, RANGE 5 EAST, W.M. 2J4 C \J \\`'\•!l\\. \.: 114 n- uvDaDUlc7ww6Ao wwDA-Afac I.i\Q \'i\\\\\\\\\\C•I I Noon 9i KK 4.Ke 1 e '{ AoeDiusr WA VP a O'ail'0 A\\ tvo!t;0A, 1 iy f A I I , 3'' EASEMENT PROVISIONS w4\ \,\ .y'-- M DRUM IS HEREBY ORANIEO TO PUGET SOUND ENERGY,US.WEST.ANO A CASE T.Y.COMPANYQ.• \. i1t y ' NO 11E 95SCIM SUCCESSORS A11DD+. QJ\\\-t,;•,, 4.4'PA 4 VITT ND AMMO THE STEM rextri E' w.MS AW PUCINUMM WW1 ID TO RAY."E TRACE E pC```11 Nk 1 VS CONSTRUCT.ROOS 1sIRr rAarl9sNio onfafAurMORUNDERRROUND FOR n1 GAZEEPURPOSE OfPIPELINE,SE1SI1WE AREA l`,, 44 W q TO TINS 31oa/vell AND ODES HEOMRiT MIIN ETTDINr;TELEPHONE.GAS.G18E•7YI A so,CAES A`.. `L) ..SERVICE,SENOR APO VOTER,MINOT MEIN ITC NONE To DM UPON TIE EAWNITS AT ALLlitFOETIEy.,.-re, PURPOSES srAiFD. Cramer Northwest Inc. e < Surveyors Planners' & Engineers / o 945 N.CENTRAL,STE.'#104,KENT,'WA 98032 / 'zss)85z-485o(local) or 7-(eoo)u7-o189(loll free)0 253)852-4955(fox) E-NAIL: cn(Oerem.mw.com gI NEVINPE0'W 410.02' Syi' , j JOB NO. 2004-239P @y •100t0D.D.E.S. FILE NO. XXXXXXXX v`• E. SHEET 2 OF 2 Nmra1 No' e ofo Department of Development and Environmental Services Application Land Use Services Division 900 Oakesdale Avenue Southwest Renton,Washington 98055-1219 Type 3) Applicant:: Satwant Singh File No.: L05P0013`-:Viewpoint Subdivision 13306 SE 240th Street Kent, WA 98042 DDES Project Manager: Chad Tbbits Planner Telephone No.: 206,296-7194 Agent: Cramer NW,Inc: e-mail: chad:tibbitsametrokc:gov Attn. Ale Konelis 945 N. Central Ave#104 Date Application Filed: July 5,2005. . Kent, WA 98032.Date Determined.Complete: September 6, 2005 253- 852-4880 Project Location:. The site is located near SE 192"' St .& 102nd Ave SE, Renton;_WA Project Description: This is a request to subdivide 5.99 acres zoned R-6 into 18 lots for single family detached residences and tracts for drainage facilities,:;access and recreation The lots range from approximately 4,059 to 8,359 square.feet. Permits requested in°this application: Formal subdivision • Relevant environmental documents are available at the-address below: -Environmental checklist, • geotechnica•l study and drainage 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 plant,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 39 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 Project Manager at the address listed below. 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: September 29, 2005 Please send me notification of the public hearing and other official notices concerning this application. File No. L05P0013—Viewpoint Please print) Name: Address: Telephone No.: King County has received an application to develop property at the address listed above.You are receiving this notice because our records indicate that you own property within approximately 500 feet of the proposal LO5P001S M U ` :5;2090 Ir"f, WOO O'Lj00I F I VOL/PG a 1 I4 LOCATED IN THE N.W. 1./4, OF THE N.W. 1/4, 1 OF SECTION 5, TOWNSHIP 22 NORTH, RANGE 5 EAST, W.M., T K 1KINGCOUNTY, WASHINGTON 1 1 BLACK:611Ho8Cl6 GRAPHIC SCALE 1. --.50' DEVELOIPER/OWNER INFORMATION: LEGEND: H 00• IJ306 S.E T4WN ST. FROM EORUEIR AS LESceBED 400 I 50 0 50 KENT.ai0/ 1TW42 C. unuTr Poi BASIS OF BEARINGS: ZOMNL SERVICE&•wqQ REARMS MOON HEREON ARE BASED ON THE REST UNE UUIJTZ INF10RMATION: I OAS PUMP I 'OF callow 1DT 4,89NO NORTH 0023•J2'EASE,AS r;MORN ON 71W RECORD OF WHEY RECORDED LIMIER ACREAGE OF us,ry. ISIOH:6 Tgr tam POLE IRECORDHOMIERa705239001,M BOOK 41 or WHEYS NUMBER Cr PROPOSED LOTS 18 AT PACE 1E7 RECORDS OF IOLN PDIMR;IElfl61VfORC OE1/. S al 6- GAS UNE PANT•ANRK r'"7EriPARENTP20NELNR-8+_SO I LEGAL DESCRIPTION: J+sP TWATERsomePRONOEICSOO.S CREEKTHE*EST 410 FEET OF THE SCUM 660 FEET of AWL BOx GOVERNMENT LOT 4..SECHON S TONNSILLP 22 WIN Sfx100L 067RI4T.•{TS RANGE 5 EAST.RRl.SY111K LEIEDFAfAAN OIKi,G0107TY, FIRE D61MCf:47 E WATER VALVE WASHINGION.TELEPHONE SERMC:CHEST sti I R NNE wawaI a NOTES:VER77CAL CO RN1ER wETER1.MONUMENTS LAST VLSRED 06-14-05 ASWED.IIL'4 2.NO SLGAOiOwr iREIOC WERE LOGIm BENCHMARK• + HATER LINE PAWT', T'^ QONTHISSREASOFiNEABOVEOOE' PI CATCH BASIN SET WOOD EVATI ON SHEkJ.SURVEY BASED ON ACTMV.FIELD VERIFICATION. • ASSUMED ATM 36847 U.S FEET smarmy SEILER RAN I r-Li w 4 PARENT PARCEL AREA 26I. 28 SC,FT CONTOUR INTERVAL: I lI 0 O 800 A ACRES) 200 uS FEET 111: III I4 ( (\ ?5'.T.)lir IRO 1FY1 OLD,' I+ I ,PiSP.L FASF7roIT f0_1, ,_ ___ ,„, s___„_,.__„.—___ I 50' 1 70m' WarIIN, 2m S2 t \ M // c T 1_ Rfa[3T19_wW - .;+•,--® 21109. yr ' I r1 I $ t ;r a mi`e \\ ` Mar 1 B8 ° ( 1, t V. \, LOT vn_ 7a9eE n $ Y RSrypE` '\i. 72 S160T2 / • / t SURFACE70 FT. , s93! w tSB FT. w' w SQ FE.\. \ SG FT. ( .( 8 m FE A Y8i7 ` Bm a'laFyBo•, 1 \\ çPJNoxr'1ro , I I"Il• - $y I A I2 ( g 7v.( L I I s6m4! 1 11 mr S [g•1 sa FE I 32 IIAmm II{ 1 6NsL -F-- a• •WI 'I 'IT $ I yIX' L. y, 1l:r 51 picricI • dom•it TPp A lA f50W I I I' S N It! -U" I 0RAN1fE r6 Fi I. cl La $• ry 589'15'1dE I`^ - I I 'L 1 p ' I 1 A 7 A I6 w 1Dl f5 q - 109' sa'a L 1 i 'I.{I Sa FT. I +F/ A ( rr7s'A T I f\L ,, 1g 261.332t IFl/ i I nIi-- 9 ?8FI m' • v f 01. Fl. W z S0.FT. v i I o11idBoot1 , pF -.. tr. AppATKw 1 -"„' 1J7(1 L'RFS) 4(.63.1 ____I I N S, IMom•. I f b'„ I 70169 k @• .r.. I a I t 1 1 $ \ 3 Sa R. t.' - 1 8 same Lm f0 1 , " I N89'0450'W 1303.30' Ir I 1' 4$S• I •fi ., y q' Fl.1\\\q rQL I I It,: I•ig j IV'':C 1 9 k. 6 1 1 I IDT If 61 'i 1o4'• r,\ \\, VA* 4` tl a! 1 I I I 1 1 ile c.\ \\ e k 5 I (NOT TO SCALE) I II" iC' ,,,, B • '..IT"..,!-. TN C J .•`\ 9L8•.7aF i' i hfi 6 N88'JT4TW 2594.14 -_ 7;\\\\`,-'°': l tit B6\ ' We 131 $ LOCATION SKETCH& QUARTER-SECTION BREAKDOWNc00\ \\\\ \\\\\\ R o?& K SECTION 5, TOWNSHIP 22 NORTH, RANGE 5 EAST, W.M.00 `0\q\,\ I IN 7tF\ \J\ \\\\' ENr wFD:Rm9Emr DO RD FLOE DOI-AWLS u y i\ ',\ \• ,(1\\\\\\\\\\% \....kji Y I Rmow9K T 4,Ka T+. ` N•NDl'' `urr,rY I f ,AI I EASEMENT PROVISIONS Ayy AN EASEMENT 6 KI®f GRANTED TO POfiT SOIOD nEAOr.U.S.REEF.w0 A COOK T.N.CCUPAKI'c1 R, v\\\\\\Y R\ 9. + g WAIN NO TIE SMUT FR INSPECTOR SUCCESSORSONTAGE OF ALL LOTS A ILPIOR ND TRACTS N MUM WINCH TO ISTNLL.LAY.^_ •.: • •.•1 11i ml0)857.re.aFBe1E w0 wAOTNK timm. 0oTRACTE• pC` ql / SI wEs'RR THE LEniswrr.FAURKS NO 00400 EOuwNrcwr 880eem0 OF S7AA YKE •A``,\4I•.` "I To TI05 NSMTn9a w0 OTHER PROPERTY NM ILEUM,IOEn0RE.ELLS.CANE•TNT27ISUMERTENEMRINEMONSERNORURNTIEA0RTOOHO!UPON RE 0ASE)EI01 AT NJ. Cramer Northwest Inc. Surveyors Planners' & Engineers $ SN' o 945 N.CENTRAL.,STE. l# 104,-( 80 KENT,'WA 98032 ; O GI 253)952-4880 (local) or I-(804)251-0189 (toll fne)253)852=4955(fax) E-MAIL'•cnlOciam/mw.com ' J tN89'04SO W 410.02• JOB NO. 2004-239P AooLe D.D.E.S. FILE NO. XXXXXXXXa44.i Loa)E. SHEET 2 OF 2 yA„ J CLAUSSEN,KIM L05P0013 WHITTAKER,BRUCE L05P0013 PROGRAM MANAGER III SR.ENGINEER MS:OAK-DE-0100 DDES/LUSD MS:OAK-DE-0100 DDES/LUSD • CRAMER NW INC. L05P0013 945 N.CENTRAL,#104 , KENT WA 98032 DINSMORE,LISA L05P0013 CURRENT PLANNING SUPERVISOR MS:OAK-DE-0100 DDES/LUSD • GILLEN,NICK L05P0013 CRITICAL AREA SECTION,WETLANDS MS:OAK-DE-0100 DDES/LUSD LANGLEY,KRIS L05P0013 ENGINEER,TRAFFIC REVIEW MS:OAK-DE-0100 DDES/LUSD ROGERS,CAROL L05P0013 CURRENT PLANNING SECTION MS:OAK-DE-0100 DDES/LUSD SINGH SATWANT L05P0013 13306 SE 240TH ST KENT WA 98042 TIBBITS,CHAD L05P0013 PROJECT MANAGER II MS:OAK-DE-0100 DDES/LUSD WEST,LARRY L05P0013 CRITICAL AREA REVIEW,GEO MS:OAK-DE-0100 DDES/LUSD f2. •.i 3388200150/L05P0013 3388200140/L05P0013 7941200110/L05P0013 ABBOTT MIKE E BADER*RICK J+DELORES B BARUSO MICHAEL A+DEBRA M 19261 99TH PL S 19249 99TH PL S 19267 98TH AV S RENTON WA 98055 RENTON WA 98055 RENTON WA 98055 7941200130/L05P0013 0522059136/L05P0013 0522059137/L05P0013 BERGAN GARY BURTON OLLIE J BURTON ROBERT E 10218 1ST AV SW 11007 E 96TH 19226 102ND AV SE SEATTLE WA 98146 RENTON WA 98055 RENTON WA 98055 3388200030/L05P0013 7931000L23/L05P0013 7931000126/L05P0013 CHU QUOC BAO+KHANH K PHAM CITY OF RENTON CITY OF RENTON 19230 99TH PL S 1055 S RADY WY 1055 S GRADY WY RENTON WA 98055 RENTON WA 98055 RENTON WA 98055 7931000125/L05P0013 0522059 09/L05P0013 0522059304/L05P0013 CITY OF RENTON CITY OF RENTON CITY OF RENTON 1055 S GRADY WY 1055 S GRADY WY 1055 S GRADY WY RENTON WA 98055 RENTON WA 98055 RENTON WA 98055 PL33/L0 P0013 PL50/L05P0013 0522059010/L05P0013 CITY OF RENTON CITY OF RENTON CITY OF RENTON ECONOMIC DEVELOPMENT DIVISION t DEVELOPMENT SERVICES DIVISION 1055 S GRADY WY 1055 SOUTH GRADY WAY 1055 SOUTH GRADY WAY RENTON WA 98055 RENTON WA 98055 RENTON WA 98055 PL18/L0 P0013 3388200130/L05P0013 3388200160/L05P0013 COVAL ROBERT L+MALLIKA EDWAR WHITE FREED PHYLLIS E 19239 99TH PL S KENT EN INEERING DEPT 19341 99TH PL S RENTON WA 98055 220 4TH AVE S RENTON WA 98055 KENT W 98032 5D9/L05P0013 7931000, 20/L05P0013 7941200140/L05P0013 , G. ANDERSON, PLANT&FACILITIES GALLAG ER DONALD GUZMAN JANELLE KENT SCHOOL DISTRICT#415 19225 T LBOT RD S 19242 98TH AV S 12033 SE 256TH ST RENTON WA 98055 RENTON WA 98055 KENT WA 98031 7941200190/L05P0013 0522059045/L05P0013 PL19/L05P0013 HUNGERFORD CHARLES+SANDRA JWO LLC KENT PLANNING DEPT 1923198TH PL S 11711 SE 8TH ST#310 220 4TH AVE S RENTON WA 98055 BELLEVUE WA 98005 KENT WA 98032 3388200080/L05P0013 793100022/L05P0013 7941200200/L05P0013 LANPHERE JAMES G+MINH THI LANPHERE JAMES G+MINH THI LEE LENNY L • 19414 99TH PL S 19414 99TH PL S 19237 98TH PL S RENTON WA 98055 RENTON WA 98055 RENTON WA 98055 3388200120/L05P0013 7941200220/L05P0013 7941200150/L05P0013 LEWIS MARK S+KRISTI S LINK MICHAEL S+WILLA J MAI,DON 19229 99TH PL S 19249 98TH.PL S 19236 98TH AV S RENTON WA 98055 RENTON WA 98055 RENTON WA 98055 3388200010/L05P0013 3388200020/L051i0013 3388200110/L05P0013 NANN SOPHAT H+SOVANNA LINDA • PADDA GURDEV PETERSON LINDA G+JOSEPH 19210 99TH PL S 19218 99TH PL S 19219 99TH PL S RENTON WA 980,55• RENTON.WA 98055 RENTON WA 98055 3388200060/L05P0013 7941200210/L05P0013 3388200040/L05P0013 REAR LOIS REYRAO ROWENA LILY BEL P RILEY RANDY J 19260 99TH PL S 19243 9 TH PL S 19240 99TH PL S RENTON WA 98055 - RENTON WA 98055 RENTON WA 98055 0522059240/L05P0013 0522059946/L05P0013 0522059339/L05P0013 RUTH JOHN W RUTH JOIHN W+SAUNDRA J SCHMELZER JEROME J+MARTHA J 19406 102ND AV SE 19406 102ND AV SE 19218 102ND AV SE l RENTON WA 98055 RENTON WA 98055 RENTON WA,98055 7931000144/L05P0013 0522059 77/L05P0013 0522059085/L05P0013 SINGH HARCHAND ET AL SINGH HRCHAND+ANGREJ LAUR SINGH SATWANT 13955 INTERURBAN AV S#A 19225 102ND AV SE 24419 105TH PL SE TUKWILA WA 98168 RENTON WA 98055 KENT WA 98030 7941200180/L05P0013 7941200120/L05P0013 0522059043/L05P0013 • TRAPP HARRY D+AGNES T TYNDAL 1 RACHEL D UYETA WAYNE&JANE 19223 98TH PL S 19271 9 TH AV S 19220 102ND AV SE RENTON WA 98055 RENTON WA 98055 RENTON WA 98055 0522059269/L05P0013 0522059042/L05P0013 3388200050/L05P0013 VISSER JAN H WRIGHT KENNETH J ZEMECK VIRGINIA Ni 19404 102ND AV SE 10210 S 196TH ST 19250 99TH PL S RENTON WA 98055 RENTON WA 98055 RENTON WA 98055 Auburn) FD31 Kent) FD37 Fire Protection Dist#31 Fire Protection Dist#37 1101DStNE 24611 - 116thAvSE Auburn WA 98002-4025 Kent WA 98031 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 Lill LI23 Covington Library Kent Regional Library 27100 - 164th Av SE 212 - - 2ndAvN Kent WA 98042 Kent WA 98032-4482 Documents Dept. Librarian LI24 LI36 King County Library System Renton Library 960 Newport Way NW 100 Mill Av S Issaquah, WA 98027 Renton WA 98055 for Planning Water&Sewage Usage) PL2 ATTN: Edward White PL18 Auburn'Planning/Comm Dev Dept Kent Engineering Dept 25 W Main St 220 -4th Av S Auburn WA 98002 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 B. Poldevart, Dep Superindent SD1 Clinton G. Marsh, Director Fac. &Const. Dept SD9 Auburn School District # 408 Kent School District# 415 915 - 4th St NE 12033 SE 256th St. Bldg B Auburn WA 98002 Kent WA 98031-6643 R. Stracke, Facilities &Ping SD13 Administrator SE5 Renton School Dist# 403 Kent Sewer Utility 1220 N 4th St 220 -4th Av S Renton WA 98055 Kent WA 98032 Environmental Review Section ST2 Habitat Biologist, Rod Malcom TR1 WA State Dept of Ecology Muckleshoot Indian Tribe PO Box 47703 39015 - 172nd Av SE Olympia WA 98504-7703 I Auburn WA 98002 Russ Ladley, Fisheries Biologist TR2 TR3 Puyallup Tribe Snoqualmie Tribe 6824 Pioneer Wy E PO Box 280 Puyallup WA 98371 Carnation WA 98014-0280 Fisheries Habitat/Environment TR5 Richard Young TR4 Suquamish Indian Tribe Tulalip Tribe PO Box 498 7615 Totem Beach Rd Suquamish WA 98392 Marysville WA 98271 WD3 WD12 Auburn Water Dept _Cedar River Water/Sewer Dist 25 W Main St ( 18300 SE Lk Youngs Rd Auburn WA 98002 Renton WA 8058-9799 Public Works Dtr WD23 City of Renton, Public Works Dept. WD32 Kent Water Dist Development Services Div. 220 - 4th Av S 1055 South Grady Way Kent WA 98032 Renton WA 98055 WD41 WD55 Soos Creek Water/Sewer Dist Water Dist #90 PO Box 58039 15606 SE 128th St Renton WA 98058-1039 Renton WA 98059-8522 WD57 WD58 Coal Creek Utility District Water Dist#111 6801 132nd Place SE 27224 - 144th Av SE Newcastle, WA 98059 Kent WA 98042-9058 WA State Dept. of Wildlife WA State Dept. of Wildlife 16018 Mill Creek Blvd. Habitat Mgmt. Division Mill Creek, WA 98012 P.O. Box 43155 Olympia, WA 98504-3155 WA State Dept. of Ecology• WSDOT NW Region NW Regional Office SnoKing Area MS-240 3190 - 160th Ave SE 15700 Dayton Ave No. Bellevue, WA 98008-5452 PO Box 330310 Seattle, WA 98133-9710 WA St. Ecology Dept/WQSW Unit Roger Dorstad Linda Matlock PO Box 375 PO Box 47696 Redmond, WA 98073 Olympia, WA 98504-7696 Eleanor Moon KC Executive Horse Council 12230 NE 61st Kirkland, WA.98033 Ilf,l_ September 29, 2005 Please send me notification of the public hearing and other official notices concerning this application. File No. L05PO013—Viewpoint F-r\ Name: pr- f fName: CJ Address: /q'/o 4 YJ e- t1,-6,J 9,40 cr Telephone No.:cP--3 '512 9`7 King County has received anapplication-to-develop property at the address listed above.You are receiving this notice because our records indicate that you own property -within-approximately_500 feet of the proposal Planners- ,SL__..u....._. 945 N.CENTRAL,STE./104, KENT,IVA 99032 / A,-253)852-4880(local) or 1-0100251-0189(toll faro)253)55Z-4955(fax) E-61A11::cntOcramomr.com II - - ..'' ' ' • JOB NO. 2004-239P kikiligiSa'"."j1'41 LIM D.D.E.S. FILE NO. XXXXXXkX • SHEET 2 OF 2 mx. 1 • s 1 1.. ...., Ss. I . " . s kuref 4"-/ V. '-!,,,-,,1-‘2,.-1r-."1_"..'..• L'. ZrO44J83035S87--:;04--rnUj'-a- ' feERI7tAl 4-J A- f gla t• -- - 0.3 - ...„•-ma 1... -. : gi.‘„,,t,_,,,.-A,-7-^--,c- -____ -1,m........_.,,,,... , Iiiii •Pr. , 0____-: ,,..)Lu 7,1-...,____-_7--..jo-__ _ 41 rTh-JM... r, -------w '- -- Ik k. 4414 Mailed From 98032 6• bi) C 5 L41n,- Use JeFluitces t•-• 971(b 0 014E- 5—D44-1...E_461:6A/OF - • d"rY eU 6--=$----*'7,-- _ • Re-Ail-a/LI Gu6) 3 •' f,") c.:3 1-71 Cf) 1-.i!:!iUt:::':::%7.1..::".::1. .5 ii: ,i,j:ljt:::;:ir:1:f:1::ii-i• •"1j;:i::id::;:i::::i,1Lgs-Aoa 13 ate: Se ternber 29 2005 Please send me notification of the public hearing and other official notices concerning this application. File No. L05P0013—Viewpoint Please print) EC®R Name: elz @ j Address: /902/ 'f- /u4ck f$e25- Telephone No.: -25-3 King County has received an application to develop property at the address listed above.You are receiving this notice because our records indicate that you own property within approximately 500 feet of the proposal t 4 M Schmelzer 19218 102*Ave,SE ' * - Renton,WA 98055-6303 P ono r I` 2005. s , 0 6) r" Q . '• V needo0 co ,‹d ,..-PIP -/r' " - c Cam/ ;' 9'0 (3 Oct 4 f&c-d2.. AVM S . iI:IIainlili:..:Iai:Ii:i=.a=.:II::I:II.:Iisli:IiiiIiiifiiinIII Please send me notification of the public hearing and other official notices concerning this application. File No. L05P0013—Viewpoint Please print) Name: 1) —1 1 H49&iLA S (Le . Address: iaaL4d1 f VF- - Se ' R— hcovt - W A ic59,03-cs- Telephone No.:0-6"-:3--E9SA-31. King County has received an application to develop property at the address listed above.You are receiving this notice because our records indicate that you own property within approximately 500 feet of the pr, :r OF RECORD Harchand Singh:DDS M.A.G.D. P:S. ram, . W w 13955 Interurban Avenue South, Suite'A le,,`5,",-.'-': `,3 r _ 1, Tukwila;Wa.98168•_ - . . . 1&",;.%.--"_r;, Q 7USTi3' 1' FORWARDING.AND ADDRESS J CORRECTION REQUESTED , P e Y r 16_a ale #11E- .,1y., P. fcTR..,_ - .1,: 'w , dos i .y` .; aetoss*it1s--s'a C.002. I`si,seiieilliiis:ihI'st}xIiiiiIli:t1s1'tes,II:alsiliiiiliistiiIili . rICabe beau rile nouncation or me pupuc nearing ana otner ornciai notices concerning this application. File No. L05P0013—Viewpoint Please print) Name: U /e6j/0A m .zg-e c/G Address: C1 Z Sv f- pL . co J Telephone No.:. ).63 4S-2 -G py King County has received an application to develop property at the address listed above.You are receiving this notice because our records indicate that you own property within approximately 500 feet of the proposal PARTY-OF RECORD Virginia M. Zemeck pz t..E kr -1 At It 19250 99th Place'South co''' PM 9Dao avi s' . lit Renton,WA 98055 r r j s « s T J 1 C) r: L ) l!7 t Department of Development & Environmental '-.8- F`Services Land Use Services Division fri 900 Oakesdale Avenue Southwest Renton, WA 98055-1219 Will ifilliif Fi#iiififliifiiiifif/?iiiiifiiIiiiifliliifflin . Mailing Date: September 29, 2005 Please send me notification of the public hea-ing and other official notices concerning this application. File No. L05P0013—Viewpoint Please print)K'Name: P h V( Address: 10 -2 1.0 4 6 4 : Rc -&,k - L l` -98O rF Telephone No.: g3- OSD-69 v RECORD King County has received an application to develop property at the address listed above.You are receiving this notice because our records indicate that you own property within approximately 500 feet of the proposal d riease sena me notification or the public hearing and other official notices concerning this application. File No. L05P0013—Viewpoint Please priest) 0 Name: f Address: O D •7 7l m Telephone No. o ,P • Ki 0, o King County has received an application to develop property at the address listed above.You are rec(d1Nin this notice because our records-indicate that you own property within approximately 500 feet of the propel cm pill PARTY OF RECORD JJ AUTO PRO 3560 NE 4th Street • Renton, WA 98056. deogiefre bcelleRce Si/ice/971 (Q''' 7 ' 1,'Y sw '• zsy; , ' la," 0Z;atEgiL i I 1 n 1 -I I ''7 RENTON • SEATTLE • BELLEVUE 2p.iallallik,„1.i, 1 -____, j) i 5 i t..,,, r„.c_. 0 .;,...D •„ , bevsv dbbouieicf)44,i 4 role 0„, .__-.. c., Le-141 act 'S- itin_,,it„, ui ° coukLuJe4-42 crop Db-ksdelt r"- . - (----0 iq3305J King County Department of Development and Environmental Services Land Use Services Division 900 Oakesdale Avenue Southwest Renton, WA 98057-5212 206-296-6600 TTY 206-296-7217 www.kingcountv.gov March 16, 2009 Santwant Singh 13306 SE 240th St Kent WA 98042 RE: Revised Fee Estima ••.) OO)P00111.W ,;ewpoint Permit Type: Preliminary Plat Dear Mr. Singh: The Department of Development and nvironmental Services (DDES)has determined that additional review fees are required ba ed on: The applicant failed to provide accurate, complete or timely information. El The applicant failed to disclose a site or development issue that creates the need for additional review that could not have been reasonably nticipated by the Project Manager during the preparation of the previous Fee Estimate.' The applicant changed the scope or d sign of the proposal, creating the need for additional review that could not have been reasonably Inticipated by the Project Manager during the preparation of the previous Fee Estimate. The applicant fails to complete the co struction of the project in a timely manner, creating the need for additional review, unanticipated by the Project Manager during the preparation of the previous Fee Estimate. The applicant files an appeal and the Fee Estimate did not anticipate an applicant appeal. The applicant makes a request to separate the review of the project into distinct phases. There has been unauthorized construction on the property, including,but not limited to, clearing or grading, or an associated code enforcement case is opened. The King County Council modified permit fees. The project is modified, such that here is a change in the building valuation and the resulting building valuation fees. MAIN FILE COPY t fol. Lim King County y,, Land Use Services Division Revised Fee Estimate Acknowledgement Form Permit Number: L05P0013 Date: March 16, 2009 Permit Title: Viewpoint Permit Type: Preliminary Plat Permit Subtype: NA The additional fees shown below do not include ancillary permit fees,project-related mitigation fees, or any other fees that are passed through to the applicant from other agencies or as part of the project's environmental review. Original Fee Estimate: Hourly Fees: (251 Hours x$144.90) 36,369.90 Fixed,Base Fees 694.31 Original Fee Estimate Total: $37,366.08 Additional Fees Required: Hourly Fees: (107 Hours x$144.90) 15,504.30 Fixed,Base Fees Total Additional Fees: $15,715.30 Total Revised Fee Estimate: $53,081.38 Amount Previously Paid: $36,000.00 TOTAL DUE NOW: $17,081.38 Note: The revised estimate for hourly fees,stated above is based on the total original estimated number of hours plus the additional estimated hours, and is calculated using the department's hourly rate in effect at the time the original estimate was completed.The total revised estimated hours reflect work performed by some, or all, of the various disciplines listed on the enclosed Project Management Fee Estimating Worksheet. The applicant is required to submit a signed copy of this form, acknowledging the revised estimated cost of this permit,within 17 days of the date of this letter. Failure to do so will result in the loss of your right to dispute and appeal the re-estimate and may result in the cancellation of the application. Accept the Fee Estimate Dispute the Fee Estimate [See attached procedure] Applicant/Owner Name (print) Date Applicant/Owner Name (signature) For further questions on this fee estimate or for other requirements about this permit application,please contact the Project Manager im Claussen, at(206)296-7167. Sincerely,, Steve Bottheim, Interim Supervisor Current Planning Section,Land Use Services Division cc: File No. PMFeeRevision_Apr08.doc King County INFORMATION ON PROJECT IIIIANAGEMENT STATEMENTS, BILLING/PAYMENT. REQUIREMENTS, INSTALLMENT PAYMENT PLANS, ACKNOWLEDGEMENT, APPEALS AND FINANCE CHARGES Your application is being reviewed under the Project Management program, you will be provided a budget estimate that is based on historic averages and the information you provided with the application. Once you have received the estimate, it is your responsibility to contact the Project Manager and make arrangements for payment plans. Checks may be made out to King County Finance. Typically 100% of the estimate is due prior to assigning your permit for review. Failure to do this may result in cancellation of your application. The Department may remove your project from the Project Management program under the following conditions: During project review, the applicant changes the proposal to such an extent that the project is below the Project Management threshold. To accommodate State and Federal procurement regulations. In accordance with other contralual agreements between the Department and the applicant, including but not limited to Financial Guarantees. The applicant requests and the Department concurs, if the Department determines that no value will be added to the overall project or it creates a redundancy in the Project Management process. Projects in default as defined by K.C.C. 27A.20.020. PROJECT MANAGEMENT STATEMENTS: You will receive a monthly statement shoYving any used hours against the estimate. The statement also lists all fees and any past due amount, in tallment due or budget adjustments that must be paid by the first of the following month. FINANCE CHARGES: To avoid finance charges, payment will b required prior to the due date listed on the remittance advice of the statement. Finance charges are ass ssed on the outstanding delinquent balance. ACKNOWLEDGMENTS AND APPEAL : By checking the Accept the fee estimate box, the applicant/owner accepts the fee estimate provided in this letter and waives the right to dispute he estimate. By checking the Dispute the fee estima e box, the applicant contests the fee estimate and requests a Director review and appeal of the fee estimate. The applicant must return the acknowledgement form accompanied by a statement of facts supporting the dispute to DDES within 17 days of the date of this fee estimate letter. DDES will issue a de ision within 14 days of receipt of the applicant dispute. DDES' decision is final unless the applicant files with DDES a combined Notice and Statement of Appeal together with the $50 appeal fee within 17 days after DDES mails the decision. The applicant may only appeal an adverse decision, in which DDS denied all or a portion of the dispute. The appeal is heard by the Hearing Examiner, who will conduct a closed record hearing on the fee estimate appeal. The burden is on the applicant to demonstrate that the fee estimate is unreasonable. If the Hearing Examiner determines that DDES'fee estimate was unreasonable, the Hearing Examiner may modify the fee estimate or provide other relief the Hearing Examiner determines is reasonably necessary. If the applicant is the substantial prevailing party on the appeal, the $50 appeal fee is refunded. The Hearing Examiner's decision is final. Acknowledgement and the required application materials are mandatory prior to the,review of the permit application. In addition, you are still required to pay the deposit, current balance and any future installments. Failure to do so will result in finance charges. PMFeeRevision_Apr08.doc kg King County Land Use Services Division . . Current Planning Section Project Management Fee Estimating Revision Worksheet Fs7.,: t::::-Pri:11.1i:Iiiir:.Old_.:::.:_:....t.,: i . ,. ,,,, Pee,rm. 1.7reApp,.7: t.:,L.85P110, 1 1i3,..-.. , _ , , ,.. I.,,,1. 0M.:ORIGINAL ESTIMATEi D...A,..T.E. t0,1.,,10. 11 12008, , ; Prepared Foc Viewoolnt...; .--,;....,-;:;-..,:..,,., -. :::,,...-t ' Permit Type:PRE-PLAT Subtype: PRE-PLAT urent Hourly Rate: • 144 90 lf.f.4!,, t.....• = -,.--.—..- '--",--.-11.-- '•' .., '- ,t.t. i..' ''' 11'114..., . ,,, .„,..4ii,„.p.,...„..1,.-e-LL,-„,-„ii:,,:w..........ig,t,,,,tr,,....,,... .*.z.,qa...a.s,-)11-1 ,- ,1 .i._. ..,,l'i'.4 ; ; -itt'''u' t..1.1,- 7r-------4,—,-,------;—, ;.-',..,. 4;;;,-,..-.4,-- 4,..... -.-L,.!....,.;,.;_,;._ A. Counter Service intake 27.08.030 Intake Group 4 B Fire Protection Plan Review 27.10.040- Type`of Pennit F Subdivisions 211.00 151'171,M7T+7,.!AM,.. .11,1. 7:7.0XZEL171".i. -L-2,1.11:...M.1..:111!..2=1.E.Cfaati .13a-:i...4:1151irigaii:Z111.311112,111TI-liiiii::::.73174=2, 7--,-,tut,,;,-,,..„r-.. ." RWV,.."%,...1.7.r. ... n.:,,f,,,,..7.0.,A,41.00. `1,0701,.51,r1,414%,,,,M,WV.....,./.....,37`.F17.....m.e.,,,,,NWOOTI,P0•1".....,,,,,V...... ....,,,,o,44,4,4eer4.74,,,,,,..v.,o' leittljggrible*Slaiik,r4V4*.of''''.. .'.. '..', ''.' •:. i'di*1040jiiiUbinittOi';'...': ::-..::. 04.450nCrenW,740,1geff.re.P.'4''' .' ''. • ...;.: ' 3,912.30 tiatirini.;,. .-':77'.?:,y.r.;.........,...„-...r.::, , ..•'• ,..,......;,, I DnItVrta' il°41rMmete ihabbli,.......,....,,,..0.10,000„,.. 4„,..,,,,......,....-,,,,,,,....a......,.......- t.--:',.,... iengthW"dMara.tdentittiruitievia**::":,'• ';-:-'''':',.': S.TLd =g lFeeees:(PMI addi.tif-o.to:Lorshiiiter.7 .-- . '-•. .„ 4 434.70 COniimrdirce IIM t 11 lenOthef tirtiefeidenSiOevisivdi'....• -,- -'-'--nsr addtl..lefolo besuballdadi-..,/,:..-.•.-:- 4- '' 5 ..-.-.,.7:11.Hrs. 1,593.90 derieSPOridence3iecliinenitaii .:.., 41.;$.:,-4,r.:4'.4=0,$-$4.ovis.x.exfzisiza..1id-iYat::„.:11,t1.$1,.;:xi2aw,11, -..:,.....tatatv.d1 ltin80'41.illtiOtkit00100.t58i0viinft;a0. ',.• ' e ' , 289.80 te'SlibriiitteCLiritatt. :„:,"...-.:1,;•••.;L'.:',..--,..: , . -- -- 4, 1,. - t.•.s....,..,..:,.,...,,,,;..:..;. - .-'-..;...4;,.,:.,,,,... - -,, ..•.,:.. IL•,..".- .. :-..:,,v. •t_i. lettitiPtliinehOtitiPti.108;4:441*Infl,t05' ----;: ''• be iiibinittOcm*.b0iirips::,.. .-.., I7..1..rirvedyY;22.7..1..M.......,............,..2.huitaty....................,.—m' v.........,...,,—...,..;....;;.........;....;,..;,..,*.,......,..., ll leitooilitiooktestos;:rii91061Infp,' ',:;.;.',""fi;,..;',:•: 3 ',''..'.-'''•',...:ii.Hrs. • $ 1,593.90 Itealaubiiiittildfintas'"zi':',. ..?t:-.--.,:::,%'-': ......:'..--.-".C.'''....,• IllAdjetisitiagiiitr.*:`110-isWitlt-f&Lic,04-tgnigaz...Iliii4AMT474:t€3,W,V.I.ticet;PM181470VAL. , ..,,,e4t1i4Lit5It`FiMr tttrtia.,i"Ati7.4'..5,,..z'.;.-irm,,w,,,o..0 amm.sior,.. t!-""Gradliittilasiffiretaiibta" " j L.,...“........ka., 5 J'`."."`...-.-.,*(1,Hrs. 1"....",1: ::',•,,•..,;'!.-.'..,,,,,•,:,....:,,......,. ; . ,.,.. .... ,.,,...„i. 4.,iy..1,-,-...6,,'T1',3 iVi't'., . lenglfriAtiritela40.10-1***Of ink ,- .: 2.:'. tolkieiiitimi' 1ted.1)*;f,kediiriC ,::-.•-..• -.. '.' : Geotech GO 14 - .'.. -28 reconinieridellerie,'.--',-."...'=":"..-' :''''.',-- . "-.,' ' 1 tenettreiNmeiLixtensiens;rat/lewd!into;: ' • r-.:-. te.be;eisbinitted,ptim;heigiripi„t.--.':-"..- ' . .••. Wetlands- C tical:ma Esti ate. 24 33 - 4 78.70• Tigt:-:- ..'...,..n,;.-,,,,,..,,frizg.,.7.., re..4 ,7,P.z.„;47..,.9,r,,.,77...,,;740r.7,-4,13E,STA9MOr J,WP','rni,,,I.: it,.:.o... :...,..f i..,dile..............4.y: ..40- .,,,,..., . ifieMiiir-OMMit • " , ,' it— .4#88Mirei$84 ..,,,..,...—;..,.. ....,..,2,.Ai**, Estimate: L Other(Shorelines,FPA) 27.10.140 PR Estimate Total Fixed Fees:211.00 $ 211.00 4 Hourly Fee: $ 15,504.30 Total Revised Estimated Review Hours: 107 Total Fee Estimate Revlskui: 15,715.30 Total Fee-Estimate(Original):::--';;:s:;'.,..-.,,, ..-=;.. . .$37;388.08. 'e Fee Payment to Date: --' •,',.=...., '-.• - .•..,-,-$38,000.00, Balance: 17,081.38 Update Version 061107 Number of Installments: .•-- i:.'..., .- ..:.- -'.. - ..: .-s.tt:•..-.., -12 ti,,,,rnvir.„•,.- s^: sA t d l yyyY, a° :,.'` S`"a a` $lr aa . :. 5: • •1 5R901 Location:]VIEWPOINT 18 LOTS/NW-N2 05-22-05 Status: ]RET/WCI APPLICANT:]SINGH,SATWANT King COUnty, - Date' 107/05/2005 Notice: '•,-;r-I•.' ;-.. tl-,. .2t:. Fiontr.n4,tfe-ri-ts.4-ch 1 2C'. Backstop DOES 4 I 1 Er LCP UfC E MDDESENi iScreen People Loc Fees Val Desc LIHIN A Cond Doc Relate I uaerid: Q1.''S aSpect L 'Ir tS Ao U5P0013A m' i:s r fTS . Sy., .;.. A, ,t; frriputerIJ E`G'+ TJ. 6 ° File pu Book-10 20 2006 6'06 PM Internet •DDESWiki, NI Number -Type Text uginTimE 1021)20067:49?ail • Explorer; DocPostcard,t: L05P0013 "" Comment DORRS changed status to PENDING on 04/18/2008(added b scrip' Add New i. L05P0013 "" Comment Ltr dated&mailed 5114/08 from SDOR to Satwant Singh,requesting ar Update ra`""" IPHddr1461£5.1.1.7b6 S L05P0013 w" Comment MOEJUD changed status to RETNJCI on 05/14/2008(added by scril DeleteSW, L05P0013 Comment Extension granted;new deadline November 7 2008 NIC Maness:'00 oF-tF-E??•r2•QQ KC Online Shortcut to • (Lt 061s rnPl t4 r GP rantciurerG .nkrar•u-•rk}i d ythij 'peit et• e•ke Network Speed: 100 D,bis• Refresh 1 Menoryr 503 M8 Directory Shirley Alderney Gil 45 CAB 1-4TFS 3 a°T Type: S Comment : 7Entriesmarkedbyarecurrentlyineffect. rFree Space•CIV, 88 GB1NTFS can current ne Qualm ox h adornrnrLickLauncFi>, ' pp Y g9 9 property owners, extension gran ed to 2Jr7 12005 a d x` ©eltop: • 1, Entered By: Carr,. ,^ rn de_kop,irii a User Id: 1.1;?rHS Effective: 10/8/2008 Thru: 12/31/2020 r 51 1 Entered: 10(612000 ' Back Exit I Inheritance Options 5'S°Prep'ToolBar Order r e•} K' r Activities Inherit LHN TIM 1 "e . 1 sets: ' .erslon:v... . .. 1 Smrsheet 4r a Calendar a r ar °. I r-iicrdsoft Franteage tar+ • 1 .. ' +-'' `f t.: a arar. r-4Z ... 8 F' 1 this 4 r' Vs4,up • a P utii7.t ' P.. MAIN FILE COPY Tuesday,Oct 21,2008 12:28 PM User:golls Computer: DE235363 Os:Windows NT Version:5.1 fi _ rFrr rF' '4" W "-',•",},. x,a o-':a':;{,€, µ"=:,, < a fir c 3?:1#?", '€`Azi.'a t'is2£y€;d€afi,i.. .ti, "'i"ae€[ "...f 3;,,;a."•:'ji'8:x. <Ss:.;t•.,*t3• Z ss^ i"Se 4 't: ,81J i Location:]VIEWPOINT 18 LOTS/NW-N2 05•22.05 t • t King County .Status: RETNJCI APPLICANT:1SINGH,SATWANT F Date: (07/05/2005 t Wr t,,.., r; ' N?.., _ ' Back Stop r 4" x r "' `" "' CC YNotice:;•K :s •.,, •,,, :€, :; ,c € • r•{ .- r.•^9r C 's,v s I i r i : L.. Screen People Loc Fees Val Dese LIHIN ApKpr Cend Doc Eelate l 6 MEN[ U ?nd: a " S#ecia Jite is F r 05P403` rra uter Id:•,nF23FJ s '`! File ti Boot ID/20/2008 E 06 PA n. Number' T e Text ucjtrtne 117r100°vr4SPb1rotenO: DDE Wik yP Add New ¢ J' Explorei` •CccPo;fcard . LO5P0013 "" Comment DORRS changed status to PENDING on 04/18/2008(added by script „__ <«,.., i L05P0013 "" Comment j Ltr dated&mailed 5/14/08 from SDOR to Satwant Singh requesting ar Update '•r ip Add,1,6 1 4'1:1 4.6E L05P0013 Comment I MOEJU D changed status to RETNJCI on 05/14/2008(added by scn{ r y gcv -r u :.+ w• on,_Delete oOuF-tF•Ei•,CCLI il' F I41' -,,; -,RL PAt71 z a I'mif" Attt+ orir r l iegAidtiati t'7ri°ibpr f ttQ V vn : ten .< — e _ I C C reline' +` Sh 7ircUk to L05P0013 "" Comment Appltca t currenity negotiating with adjoining property owners; extensio r r"Memur Spa 7• C. I.r ictad Refresh Nztu, Y C'irertory •" 'Shirley+, Volumesi r 45 GL NTFS„ Entries marked by"are currently in eltect.Free apace:C 151-e3 rg p€TFs.+F'. Type: Comment uiidLaunch 1f2t.j 'xtensr.nt:E.t k dtceN m 0$ m7f +' Entered By: €`oif. •.3'-,cn. desktopiri'° r,r n M User Id U,;;;}y Effective: 8/6/2008 Thru: 12/31/2020 4. , f Entered: ... .;. Back Exit ti A 1 S4'KrPrep ToolBarOrder Inheritance Options — --l Er I l L, e r , rerstony t Activities InheritHN ir " 7,11; ena um er. s S Frz cM icensee: ' I ' ^ h ':' tN L ;a =i 'A ; a iaau'. k ,'' a" rRTmC$I " 1e` S. 4t rPt,E rkr FYontPage r r: s4 K s y ti e. aa= wn+ 8%"5 `.— ,; s ] art^?.,.'.' - ",'' ' '. z !' , i ss a '4i,to u ,€, i tA..c 4 r u l r,s£a ' I nx- ' y ` ® r I Tuesday,Oct 21,2008 12:28 PM User:golls Computer:DE235363 Os:Windows NT Version:5.1 Applic at.onLand Use O Permits King County I 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 write in this box DApplicationNumber(s): DLC5Po0r3JUL052005 K.CeDAIE43;\ (Stamp) DO NOT.WRITE ABOVE THIS,DIVIDER i . - I(We)request the following permit(s)Or approval(s): Building Permit 0 Shoreline Substantial Development Permit Clearing.&Grading Permit 0 Shoreline Conditional Use Permit Temporary Use Permit Shoreline Variance 0 Binding Site Plan 0 Shoreline Redesignation Site Development Permit 0 Zoning Variance Boundary Line Adjustment 0 Conditional Use Permit • Short Subdivision 0 Reuse of Public Schools ' Formal Subdivision 0 Special Use Permit Urban Planned Development 0 Zone Reclassification O Plat Alteration 0 Site Specific Comprehensive Plan Amendment Plat Vacation 0 P-Suffix Amendment O Road Variance 0 Special District Overlay Removal Drainage Variance or Adjustm-nt 0 Reasonable Use Exception Right-of-Way Use Permit 0 Public Agency&Utility Exception Shoreline Exemption 0 Period Review for Mining Sites • Critical Areas Alteration Excep ion Linear Non-linear I, tvA-IUT`'//er being duly sworn,state that I am the owner or print name) officer of the corporation owning prop Irty described in the legal description filed with this application and that I have reviewed the rules and reg lations of the Department of Development and Environmental Services(DDES)regarding the prepay tion 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 make one or more site visits. By signing this application form,you a-e giving permission for these visits. If it is rental property,the owner hereby agrees to notify tenants of possible site visits. NO,' printed name signature -- , 3500SE2 / Sf. mailing address corporation or company name CE7\IT WA- '180q 2. tS MI- )212 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. Name mailing address Telephone city state zip pl C®pY opApplicationforLandUsePermitsLgIFORMIc-app-luper.pdf 2/04/05 MINT f 2 t, S• > e For Formal Subdivisions only: V/ Pa/AIT Name of Subdivision o t' l /-//tLE C°2f1-77 /'c w, i'JC Registered Land Surveyor Name DVS-Al• C i7/J qi.. KEIT 1,61932 Address and Zip 95Z L/ f D Telephone'Number s, mER.AlW., /Ale•. Engineer Name g y5 ia y ,teA/T 1103 z Address and Zip A 07 K/uCU°Al Developer Name Address and Zip Telephone Number Land Surveyor's Certification Land Surveyor Seal I hereby certify that the accompan ing B• w plat has been inspected by me anc V wAs ;•.. ,,1.41 1 conforms to all rules and regulationis of Aat,i- the platting resolution and standards for h 1 ox; King County,Washington og i ;4 40016 a<VSigned: r•r4 ' FctsTER '•4. SAL LANC - Date: "--1 OL.14 I if>OS h EXPIRES: 7/22/20 (, The fees for the application will be paid: i deposit at submittal and remainder to be paid upon receipt of fee estimate deposit at submittal and remainder through a monthly installment plan(maximum of 9 months) Note: Application forms and submittal requirements are subject to revision without notice. cits C O wooCheckoutthefIDESWebsiteatwww.metrokc.aov/ddes Application for Land Use PermitsLgIFORM lc-a p-luper.pdf 2/04/05 Page 2 of 2 20oL/-23q Preliminary' 4UbdivisionOApplications: King County Instructions _ Department of Development and Environmental Services Land Use Services Division 900 Oakesdale Avenue Southwest For alternate formats, call Renton,Washington 98055-1219 206-296-6600 TfY 206-296-7217 206-296-6600. General Information The following is a summary of the preliminary subdivision application process and a. description of the application stbmittal requirements. The information required for a preliminary subdivision application is necessary in order to evaluate the merits of a proposal with applicable Counts,and State regulations and to assess the potential environmental impacts. The environmental checklist will be the basis for determining if an environmental impact statement will be required prior to any approval of a proposed subdivision. An application will be evaluated on the basis of the information provided by the applicant,the King County Comprehensive Plan, pertinent provisions of the King County Code,site inspection,testimonif and evidence presented at the public hearing, and comments submitted by interested public agencies. Copies of the King County Codes and Comprehensive Plan are available for inspection at the DDES Permit Center and at the Main Branch of the Seattle Public Library. King County Codes and other development regulations are also available on the Internet via the King County Web site at http://www.metrokc.dov/. Questions related to preliminary subdivisions may be answered by calling or contacting: Department of Development and Environmental Services 900 Oakesdale Avenue Southwest Renton,WA 98055-1219 Telephone: 206-296-6600 Pre-Application Conference A pre-application conference with Land Use Services Division(LUSD)staff is required prior to filing a subdivision application. Pre-application request forms and instructions for filing a pre-application conference request are available at the DDES Permit Center. A filing fee is required at the timee a request is made,the amount to be determined at the time of the filing and based on the latest adopted fee ordinance. LUSD staff will schedule the pre-application conference within thirty(30)days from the date of the request. Filing an Application A subdivision application must ibe filed in person at the DDES Permit Center. An appointment with a Zoning Technician is required to file the application. Please call 206-296-6797 to schedule the appointment. The minimum submittal requirements necessary to file the application are described below, under Application Documents. LUSD staff has twenty-eight(28)days from the date of filing to determine whether or not the application is complete. An application that fails to meet the submittal requirements described herein will be deemed incomplete. Notice of Application Fourteen(14)days after LUSD staff determines that the application is complete, a public notice is issued as follows: 4lliv 14, Preliminary Subdivision Applications-InstrucbonsLgl lc-ins-psubap.pdf 2/3/05 Page 1 of 6 0 A. LUSD sends out a notice of application to property owners within a 500-foot radius of the subject property. If the area is rural or lightly populated,the notice must be mailed to at least 20 different property owners; or, in other appropriate cases,the Division may determine it is necessary to notify additional property owners. B. A notice of the application will be published by LUSD in the official county newspaper and another newspaper of general circulation. C. The applicant is required to install a notice board,which must be placed in a conspicuous place on tl a property throughout the permit process so that it is visible to people passing by the property. Additional notice boards may be required as determined by LUSD. The cost of the board is the applicant's responsibility. LUSD will send the applicant written instructions regarding the specific requirements for the notice board. D. Notice of the applications is also provided to anyone who writes to the Division requesting information regarding the proposal. Compliance with.the State Eivironmental Policy Act(SEPA) Proposed subdivisions are subject to the procedural and substantive requirements of SEPA(see WAC 197-11 and K.C.C.20.44). Prior to the public hearing on the subdivision, DDES will issue its SEPA threshold determination,which is appealable to the Hearing Examiner. If the DES determination of non-significance(DNS)or mitigated determination of non significance(MDNS)is appealed,the SEPA appeal hearing is combined(i.e.,heard at the same time)with the subdivision hearing. Public Hearing A public hearing will be held by the King County Hearing Examiner at which time all evidence supporting or opposir g the proposal will be heard. LUSD will issue a written report and recommendation 14i days prior to the scheduled hearing date. As mentioned above, if a SEPA appeal is filed,the SEPA appeal hearing will be heard by the Hearing Examiner at the same time as the subdivision hearing. If other applications,such as a rezone,shoreline substantial development permit,and/or street vacation are proposed or required in conjunction with the subdivision,they may be scheduled for the same hearing. The Hearing Examiner will render a written decision,which is appealable to the King County Council. Appeal Affected parties may appeal thie Hearing Examiner decision on a preliminary subdivision to the King County Council. The Examiner's report includes information on the method of appeal available and the time limit within which an appeal must be filed. Preliminary Approval/Disapproval Preliminary approval or denial by the Hearing Examiner is final unless appealed to the King County Council. If appealed,the King County Council will render a final decision. An appeal of the Council's decision may be filed with the King County Superior Court. Final Approval The final plat must be recorded within sixty(60)months of the effective date of the preliminary approval. Preliminary Subdivision Applications-InstructionsLgl Ic-ins-psubap.pdf 2f3l05 Page 2 of 6 Application Documents Required for Submittal The following documents are required to be submitted at the time an application is filed in order to be determined complete. Vl. Land Use Permit Application: Complete and submit one original plus two(2) copies. L. Assessor's Map(s): Submit one set of current Assessor's maps of the property to be subdivided,including adjoining properties under the same ownership as the property being subdivided. The map(s)must cover all properties within 500 feet of the subdivider's ownership. Outline the boundaries of the proposed subdivision in red. Outlihe adjoining ownership in yellow. If Assessor's maps are stamped"see enlargement,"include the enlargement copy with your application. Prints of the Assessor's maps must be ordered from the Department of Assessments, Room 700A, King County Administration Building, 500—4th Avenue, Seattle,WA, phone 206-296-7300. ge Legal Description: Submit three(3)copies,typewritten on sheet size 8-1/2"X 11",white bond paper. The legal description of the subject property may be obtained from the office of the King County Assessor. The legal description must correspond precisely with property outlined in red on the Assessor's map. 4. Proof of"Legal"Lot Status: Submit documentation of the date and method of segregation of the subject property. h/ Environmental Checklist: Submit twenty(20)copies. - Please refer to instruction on the Environmental Checklist form. The applicant will be contacted by,the Land Use Services Division if additional information is required. Failure to respond may cause postponement of consideration of your request. If an EIS has peen prepared for this proposal, please submit three(3) copies with your application. 6. Certificate of Water Availability: Submit three(3)copies. Preliminary approval fo the creation of a new water system in accordance with the provisions of the applicable Coordinated Water System Plan or for the connection with a private well from the Seattle-King County Department of Public Health;or The Certificate of WateiT Availability form conceming water availability to the site must be given to the appropriate existing water purveyor(water district;city; water association)to coimplete and then returned with this application. At the top of the form,a space is provided for a description of the site. In this space,the legal description of the site should be inserted or attached on a separate sheet if 0O it is too lengthy. vj For sites located in the Urban Growth Area, if the development is not proposing to be served by an existing or new Group A water system at the time of construction,a Certificate of Future Connection must be given to the appropriate Group A water purveyor to complete and then returned with this application. v Certificate of Sewer Availability/Septic Availability: Submit three(3)copies. a. For sites located within the Urban Growth Area: The Certificate of Sewer Availability form concerning sewer availability to the site must be given to the appropriate agency(sewer district,city)to complete and then returned with this application.. At the top of the form,a Preliminary Subdivision Applications-InstructionsLgl Ic-ins-psubap.pdf 2/3/05 Page 3 of 6 Irr I I space is provided for a description of the site. In this space,the legal description of the site should be inserted or attached on a separate sheet if it is too lengthy. b. For sites located outside the Urban Growth Area: Preliminary approval for individual or community on-site sewage disposal systems from the Seattle-King County Department of Public Health must be submitted with this application. Z,B./ Preliminary Plat: Submit thirty-five(35)prints of the proposed plat prepared by a licensed land surveyor(RCW 18.43). In addition, submit one plat map reduced to fit on an 8-1/2"X 14"sheet. All prints shall be folded so they will fit into a legal file folder with the name of the subdivision visible. The information on the plat checklist must be shown on the face of the preliminary plat. 4 Fire District Receipt: Obtain from the fire district. Submit three(3)copies. 1. Level-One Drainage Analysis: Submit eight(8)copies. X. Transportation Certificate of Concurrence: Submit three(3)copies. 17-Subdivision Density and Dimensions Worksheet: Submit three(3)copies. 4I . Certificate/Affidavit of Critical Areas Compliance: Submit three(3)copies. Applicant Status Form: Submit three(3)copies. Variance decisions required per King County Code 21A, if applicable: Submit 1`` three(3)copies. it IC A list of other issued or pending permits or decisions related'to the proposal: Submit three(3)copies. 17. Preliminary Application Fees: Consult the current fee schedule or discuss with DDES staff for the appropriate fees to be paid at the time of application. 4. Pre-application Credit Form or Pre-application Meeting Waiver Form: Submit one(1)copy. a Title Report: Submit three(3)copies of a Title Report issued within 30 days of J U application,showing all persons having an ownership interest,a legal description 11 l v/ describing exterior bou dary of application site and listing all encumbrances 1 1 11() affecting the site. 0 tRit . Field Topographic Base Map: Submit eight(8)copies of field topographic base map. Conceptual Drainage Plan: Submit eight(8)copies of a conceptual drainage plan prepared by a professional engineer licensed in the State of Washington. This plan must show the location and type of the existing and proposed flow control facilities existing and proposed water quality facilities and existing and proposed conveyance systems(2.2.1 1998 SWDM). 122. Additional Information: ny additional information,such as sketches, e( engineering reports, pe itions, photographs, etc.,that may clarify or explain the p proposal or will assist in assessing the potential impact may be submitted with j( the application. The Land Use Services Division or the Hearing Examiner may at any time request additional information or studies for these purposes. Provide elg copies of any additional information. Preliminary Subdivision Applications-InsbuctionsLgl Ic-ins-psubap.pdf 213/05 Page 4 of 6 t 1 The following must be shown on the plat: 1. Name of proposed subdivision with a limit of 32 letters and spaces. 2. Name,address, phone number,signature,and seal of registered land surveyor and registered engineer 3. Name,address,and ph ne number of developer. 4. Name,address,and ph ne number of owner. 5. Section,Township, Range of subdivision. 6. Acreage of subdivision. 7. Number of lots, units,and proposed density. 8. Existing zone classificat on. 9. Proposed use(i.e.,townhouse,single-family detached). 10. Means of sewage dispo$al; if sewer district, include name. 11. Source of water, if water)district,include name. 12. School district. 13. Fire district. 14. Telephone service. 15. Power source. 16. Legal description—type or print. 17. Field topography and verification. 18. Vicinity map showing sufficient area and detail to clearly locate the subdivision in relation to surrounding roads, parks, rivers,and municipal boundaries with its scale. Graphic representation shall show the following: 1. North arrow and scale. Recommended scale—1"to 100'or 1"to 50'. 2. Indicate by a heavy line the boundaries of the subdivision. 3. Use heavier line weight for streets so they will stand out from the lots and contour lines. 4. Dimension all lots and streets to the nearest foot. 5. Label all streets,existin and proposed. Identify areas of proposed dedication and purpose. 6. Verified field survey,with contour intervals of either 2 feet or 5 feet(see Surface Water Design Manual for specifics)within the boundaries of the proposal. For land inside the urban growth boundary,contour intervals shall be at 2-foot intervals when slopes are 15%or less and 5-foot intervals for slopes exceeding 15%. Preliminary Subdivision Applications-InstructionsLgl lc-ins-psubap.pdf 2/3/05 Page 5 of 6 7. Show all existing structures and parcels in their appropriate locations both within the proposed subdivision and within 100 feet of the boundaries of the proposed subdivision. Indicate whether or not the on-site structures will be removed or relocated. 8. Number lots consecutively from 1 to the total number of lots. 9. Locate and show all critical areas and hydrologic features within 500 feet of the boundaries. Indicate if streams are intermittent and the limits of any wetlands. Estimate the limits of the 25-year floodplain for streams and 100-year floodplain for rivers. Provide names of all water features and all drainage basins served by or containing these featdires. A critical area includes erosion hazards, landslide hazards,steep-slope hazards, avalanche,flood plain,wetland, aquatic area, wildlife habitat conservation area,wildlife habitat network,and/or critical aquifer recharge areas. 10. Designate any qualifying critical area per K.C.C.21A.24 as a tract and include appropriate buffers and ifSBLS. 11. If tracts are to be set aside for nonresidential uses or reserved for future development, label such tracts and indicate their proposed use. 12. If electrical transmission lines cross the subject property,show locations of poles and towers. Place all regional utility lines crossing the site in tract(s). 13. Provide adjacent existing zoning. 14. Identify substantial grading required outside of proposed or existing right-of-way. 15. Show site distance for entry to all county roads. 16. Show existing and proposed sewers,water mains, culverts,or other underground facilities within tract. 17. Show location,widths and names of all existing,adjoining,or prior platted streets or other public ways, railroad and utility rights-of-way, parks,and other public open spaces. 18. Show any existing easements on the subject property. Provide title documents for existing easements along with descriptive recording instruments. 19. Show location of all physical and legal description encroachments affecting the boundary between the application site and the adjoining parcels. Encroachments may be from the application site onto the adjoining parcels or from the adjoining parcels onto the application site. Check out the DDES Web site at www.metrokc.4ov/ddes Preliminary Subdivision Applications-InstructionsLgl lc-ins-psubap.pdf 2/3/05 Page 6 of 6 411111 O certification:of= King County . ApplicantStatus: .. Department of Development and Environmental Services 900 Oakesdale Avenue Southwest Renton,Washington 98055-1219 206-296-6600 TTY 206-296-7217 For alternate formats, call 206-296-6600. Permit Number: Activity Number: L 05 1 O0I 3 Permit Name: NttiaPoMT FOR INDIVIDUALS: SR-YYI/R- rSbke print name), hereby certify that I am the/an owner of the property which is the subject of this permit. If I am not the sole owner of the property, I certify that I am authoriz ld to represent all other owners of the property. My mailing address is: c'&2 s z yo X-F/JTW4 I further certify that I am the "Applicant"for this permit and as such,am financially responsible for all fees and will receive any refunds paid. I shall remain the "Applicant"for the duration of this permit unless I transfer my"applicant"status in writing on a form provided by DDES. rt., 66- z 5' Signature of Applicant Date Signed OR- FOR CORPORATIONS/BUSINESS ASSOCIATIONS: I, print name), hereby certify that I am an authorized agent of a corporation or other business association authorized to do business in the State of Washington, which is the sole owner of the property that is the sub ect of this permit. If this corporation or business association is not the sole owner of the property I certify that this corporation/business association is authorized to represent all other owners of the property. The mailing address of this corporation/business association is: I further certify that the above named corporation/business association is the "Applicant"for this permit and as such is financially responsible for all fees and will receive any refunds paid. This corporation/business association shall remain the "Applicant"for the duration o wqrt - 17 unless it transfers its applicant status in writing on a form provided by DDES. D JUL 0 5 2005 Signature of Applicant's Agent Date Signed K.C. D.D.E.S. By signing as the Applicant or the Applicant's Agent, I certify under penalty of perjury under the laws of the State of Washington that the information provided above is true and correct. Check out the DigES Web site at www.metrokc.gov/ddes Certification of Applicant Status Ic-cer-ap tat.pdf 01/08/04 MAIN p nPaagge 1 of 2VAIN PLC Cop If 4110 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 dire tly to the engineer, architect, or other consultant for the limited purpose of making corrections, please designate below: L/I authorize this department to return plans directly to my consultant(s) for the limited purpose of making corrections as designated on this form. CONSULTANTS: cb/2A-YN . W, (de. l G/UT wig- ' E193`Z a is( Miln urn w- Check out the DDES Web site at www.metrokc._gov/ddes Certification of Applicant Status lc-cer-apstat.pdf 01/08%04 Page 2 of 2 L GAL DESCRIPTION THE WEST 410 FEET OF THE SOUTH 660 FEET OF GOVERNMENT LOT 4, SECTION 5,TOWNSHIP 22 NORTH,RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY WASHINGTON JUL 0 5 2005 K.C. D.D.E.S. Lo5Poo 3 7.:r• t"'" Certificate : 3899. This certificate provides inform necessary to evaluate development proposals. I SOCig't-11.EEK*J.ATElt AND SEWERSEWEDISTRICT CERTIFICATE'OF WATERAVAILABILITY . ' -2 Type: Preliminary Plat or PUD : Applicant's Name: Satwant Singh Proposed Use: 18 Single Family esidences Location: Lot:85 ,' Blocl Development: STR,5 22 5 Parcel t 052205f 9085. : ' Address t•• , 8NO:STUAT)DOSS,;;=KIT Information i :See attached wdlayontys ' - . s - : ,• :'• - -.: .:_:Yr_ =',:•_ -• ,-.. . : . : , -• • :. WATER PURVEYORINFORMATION 1. a 0 Water will beprovided-by send'e'Connection only to an existing Null inch water main,NuRfeet from-the ' site. . And/Other b W Water service Will require an rove*to the water system of Water service-to,the'Proposedp at will require the',installation of aPPrOimiatelY;p:5Allpf,--MiSite:ariif:: . • - offsite water main. The develop eiiiiS shown the uge.tif.iiidliitiopiii'doUireii446-i*g. valves at some Of the lower eleir timi hOnieS;Firial'water layo*,atd,teqUiredielifs will be determined based on final site development$ans. All plans must be approved by aniftheettlie'requireitientS of the King County Fire Marshal and oos Creek Water and Sewer'Disttict. 2. a I] The water system is in conform4ice with a County approved water comprehensive plan. b a The,water system,improveMerit :11 require'a watercompreheniyeTlan:agiendttent. : _ 3. a El The proposed project ii-Wiihin-t1e:coiporate limits of the district,:or has bOeirgrarited)3oundary ReVicw, Board approVar for eitefigimi:ofserVibto*Sicte-thOdiStrici-Ordity;oi is within the County*:)i-ovp4 .• . , ., service atedof.aptiVate-Water p :eyor. ' ''1_, '''':. -,-- :,,:r ',.•:.:. -.:. 1 ' : r .' T ' " ':. :- , . . I:,.. ' ' .' b ID Annexation or Boundary ReVie Board approval will be necessary to:provide:service..' 4. a W Water is/or will be-available at the rate offlOW and duration-indicatedbeloW:at-no1essthan:20,1* , measured at the nearest firohydr t 380 feet froin:the biiilding/property.(oeas-marked on the attached" map): • Rate of Flow: 1,000 gpn Duration': -2Thoiitt. b LI 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 a:greement to comply and perform to make such installation andlor-conne,tinnalipthe-.-standards,,r6gulations;--requirement*and.-conditions.of this,Districtanch,.-,,-,-,---- such other agency or agencies having This.District Ji not teprese*itig't4tit's facilities will be extended or otherwise modified ib 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 puiv yiir information is trUe.'This CertifiCatiOnthalf‘be valid:for One year from date of signature. SOOS CREEK WATER&•SEWERDISTRICT . . . Alice R.Marshall - 2006- iJAgencyName-' - - S*I'latc*T1141.ile.' ....: Supervisor,Development Adininistration r IIP' Oi1' i044-' , tS1 ',C7', I Title SignetutE) © ,E-iftiu fiE Soos CreekWater&Sewer District"rptAvailSingleParcelAddWaier"2//96 j7.1 i L 0 5 2005 L OSPoo 1 'S KG. D.D.E.S. t) wa6 a b I n• ue -_> r — 4 Ill r 2 e1 pp Y I i pw°_- TALBOT RD. % R TWA 1 Ro1 v2 2q el 1" q t1;• ..-,. c m g W Q e r. fyj a" y 5 Q ili I pr : R;: ii•• i q• ; Ig• tlY' ° 8 i 1 tPI i. aa a a l 1 u` M R/ f. p:. au • j' y i v+ 1 y • ,... I Y a/./•' ; M, Y p" gY 3l- 1~^ ct o m • SF I RI 4 Eg . „, r•° I A/ e/` fir' ^ a. ° JJ - uv. - II ' Ca e : 4% 7.'...". 4%,.. P - 47," t...... Vali 8, n IN . , & ily.' 11, 1.. 32 g . P „ m " F J///'[ i I f s' . ems, 1121, 07, R rsorP I# ve s um i/ J i Vens /• i . 5io f,. 4O' l ox r. a• _ _ % \''.'' . . 3 I. I. a. d.• f/ Y • 1: e dg, 2yy" 1 w ' b. u.,, 1® i q®' 1+ I. gi y 1 r u. B K. q® I0 y ®+* F , a NM l E" V 1Vo ,•= ® a4 M b r 1 d+ 0 4 1= ` r 11111'", Ni ram,., -> v.. Y , r as 1 y t1 m Hi°' p . 1Dp • r - ! qT. F- I a Tsoni el s Nwva 411 ate .,, r'•.,- p..._ fr. 41 I t 0, 1 { 1 i A iR i''''':. . . * itt 54.... • msa. F max. . _ 5 ,- . . E A/ 0 mill- ti i. , t x oT 5cr A...' e-• / Ai' V 1 III iI - g W n` I" o` m s- i I i I 0 % 0 >, r" ' 2 ''.• 1 '' v• I EiMilir-... M. 16. 1. 0.!..... 11i1111111 ' I 1 i lui i r ROM, . Q.' w wwy_ r. 4,. dV' tt _ y _ i, 14 rI ( iffilidg19.°* 11alingliiittiltibritl", 2 " 11 in" 1 . I v KC SP R6770684003010953 I 1 I • I I SIB.` ' $ yam- 1" E 87609100855 1 iTJ p![ i i N IR,- o 1 k €' tv t w', 44 I. k Kf.' S. P763067 E M01311 I o fit. 4r b• S g I 6 x riMwl 0:',... S.. y A ) yir I' .. y: I : R 1 6 %( ' AR R. .. a Q F ''' - I , Y,;, s 1 tc I1 t4` ur I _ ... _ atUR'. + w RI G. '^,,. 7. ' i 1Y` a x...' IT• - jp9' o- x; '', 4h„ d .'' , q , q $ iq" 2^ Ij k` s° j R v7 i s$ R \ ice 1,) S Cry, r_ g I , i1-- it b@+;$ i r. Z S gI r 2KF A . , ai e: ' ' r± b.% 5 , y'P. : X I s XI ' jl ."",- . 6, 1,11c ill 8 , 4. lint: k y1 - ¢ QcQ\• i g. a r" v-Afi , It", A P14 r49e w %' 4:' % i Ili fir Ll I a L % qs • rr .. u a 7iai li7.'` ilii 1. 1. q.- m'. I `' i b#!•'', r ; .* . u. " p'• I' b° an 1f1I I 0 3 • 4 E 1 44. 41110111Yi3.. ilt•: • ' i I , 1 1- li 3 4ae. r, w % q. * i 0 A • Y S. E. E y @y!'' 3 i i I * 95 N , lii • - t I IiI • ' • ' ' . i ,+';°. iL 4.:' i IA '+ 1. I % IP .. f F i It i Pi yI MA OR ,` I•~ e I - ._ x' ,'"' I` 4;;, tl II •$ s • o p 1 gp . I•.. k+ P r F ': z a 1-- I- t ;' N. _ i_:; b`'... ,^ i £ b" y' re ' 9% a< i 1 J Xu 1 I 1. r i, 1 y'. % S I If 1 Ja` `'• sa '".' Yk 0 e c yr V._, I g l4f' ii LE. & g'• be ~... ram•' T --^-, 7 9 ' } ip g o'°^ 0, '• /.; 4'` I`. R C1 1 ' I .! y. t r ki . o" r" 4l. G. a ofR K 2 I I fil a;; m , r . a,. 3 , a12 rt l i-- 1- 1 •., 3 . .. r x, iS4 , p > 4 5 ir I J"' P e 3 a-- r, o i. i i V a m rg & i m- 61 i . } P. RP. ° t ° Mg•• 111 171112 I- 9 fg, a 4 gjI I E b i r I I dd a I N % 3 8 , e I _ I I 4 r loam . ar % % Ka , AVE. # Te% 1 t, • s E° ° • 67R660 I hi This certificate provides Certificate : 4584 information necessary to evaluate development proposals. SOOS CREEK WATER AND SEWER DISTRICT CERTIFICATE OF SEWER AVAILABILITY Type: Preliminary Plat or PUD Applicant's Name: Satwant Singh Proposed Use: 18 Single Family Residences Location: Lot: 85 Block:Development: STR 5.22 5 Parcel: 052205 9085 Address: *NO SITE ADDRESS*,KENT Information: See attached proposed layout. Attach map&Legal description if necessary) 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 Other(describe): Sewer service to the proposed plat will require the installation of approximately 750 if of onsite gravity sanitary sewer. Final sewer layout and requirements will be determined based on final site development plans. All plans must be approved by KCWTD and Soos Creek Water and Sewer District. 2. a d 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 a The proposed project is within the corporate limits of the district,or has been granted Boundary Review Board approval for extension of service outside the district or city. b Annexation or Boundary Review Board approval will be necessary to provide service. 4. Service is subject to the following: a d Connection Charge: Yes b d Easement(s): Onsite easements required c d Other: See lb above and conditions below. Service is subject to the.applicants agreement to comply and_perform.to make such installationn .J-. pP T p y p 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 DIS 1' 1i_ gEHETTh Alice R Marshall 6/15/200 Agency Name D Signatory Name Date JUL 0 5 2005 Supervisor,Development Administration Title K.C. D.D.E.S. A t kk Soos CreekWater&Sewer District'rptAvaOSingleParcelAddSewer"2/6/96 p r L DS Poio I "S m,emm U C 6 1 16 y `` i'••. &t`! g OR " •/ = U•I it . m s. -5 i i ---Yaae n a.. a'r '- ReNra+—_lleVett • _ , ._ T —_ 4 i E NOgRY I yew- I g p..`,1 1 o- i 'uW q- I. 1 / 2 v-t. - ezion -.' u ur--' m'" TALBCT F.D. ESRo 1 $ yz Bt .. 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Sn _ oar iI^- T" 1 Ili'' i N r ?' b-0 'II, 1 : _ :, r. ti S5."ni,, I i 47 A. t os ,r,I 1 ! i C m I I i i10iloi% tp IIII 0n_1— 1"-u.ro.,a-., t—}-P_t- loam -," • - f- A 3 . a -- 5 - m.wr.. _I y Y • 1 i Ire - ..I um kA I.p;@ s, P 333i 9 I!I g 4 KC 8P Rl77C 8.78m010i17 cal I 1 I ? I I Y" 67e0e102e65) f5+ ,..,,-, Q$ i 1 I I I' I II. 6 . ' t'N RED iI fit% II GII I '' ®• fIn m [y 4 I J It Mc 7 8,t2a E1 ; a J _ l r :_ Rr=_ _Jim-.,I % ill s iii r_ pQ nana-. MSPn810211 I- .•.•y.. ULID 35 BOUNDARY i I a'0' v I ii a1v .7$ wm. (; ., '. ' $ , C5 C,.t1,8I L i, e e I, . v, ,. m.., , .. µ,'. 5,1}- .g144.v . Q I S o 5 3 Jaw.`. z w s c I°4. cob•. r. iY^ ``A enl%:'..., 'It, ,.,., 117 Y k I...wr c AVE SE r am . r. "' x.r it. Ra.r ... n.ur r I _ Ida -Y 74, 1 j;,,,..4 ,,.! , ,, 01/4 a R mn2m. A0 '. ' r•.% YI.• v; ` NI (...„,,,F.,i I V•• 4.THY AV:S;. iil3nc .... F S I 113.• vD.7,ar I` Q p r}; of 'I I g 4 Nai P is"' ,. '"' .•,¢ L_ands^, I n. Ig 3 :pi11 f wri ,x` t,` :§ V1I1;1 ,• of ;;11 'a12 1i,"" ." I4 iri 1 5 i I 1 4 o . 444,"'„ iI1F q'..,. 4i.r6p-r. 11 I 1 w L252510voL7t•/2 ' f 1 k 'c§ P 1 ig $ • uar N q4, 1 I !'.s"e?. I fi:° •.') a . •' w m .m nw I i_ nar ,' i: F !r H 1 t -• - tP 2+ rPLA, I '3NI111 °1I 101 11911' m i &+ yy ' a N :spy y' • "`j '6Ga•I I f l s• N °'.• l:• iI r I tl p x;' _ n Ti` B1C\°e E i4 B'' L' I L. : .±ems' ! 4• m I 0 I i "..t10• F i ,r 1,a Y me'. .\.. L I' Yf•ig li II 8s 1••. $1 d I I, tl' Sml t''''' :WADI R.r x I I alair'(' ®Y%& % 1-0 1 I O Department of Development and Environmental Services 9venue Fire District Receipt Renton, en OkWd 98 55-12DistrictReceipt` King County WA 98055-1219 Fire District# 3 Name of Project/Proposal EYV PO/till Location of Project/Proposal x X XX, I 0 2 1)4 4-V? 'SE rfe rrtD>7 Address, parcel number,tax account number legal description)* One of these required for processing of a placation M x 052205gog SEC 05 TWN 2 - RNG. d'5 KROLL PAGE Name of Applicant 6717 U/-dr S/Nerli Address of Applicant I301P 6E 6 !i ST. 1 -- 7 kvA, ggo'/2 Telephone Number (w6 ) 3‘11 •c"I 3/1 Description:Type of Project/ Proposal Check appropriate box(es) Apartment/Multifamily CI Duplex Conditional Use Commercial/Industrial E ubdivision Unconditional Use Retail Short Subdivision/Short Plat Planned Unit Development. Residential: Single Family Residence Rezone School/Classroom Other(describe) Storz couplings required on Fire Hydrants 1 L -& - 76 ti GoN i-cr '76 Je-P4-, frtth 6:4/70 A.) FF 4-c..cess 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. 11/17&- 4" 3 ' ' CAP -Ibu L g57 e t- Agency Name Printe Name t/ TA-r N /Z.( A 15 0P67 o 7 - Title S' atur Date Distribution: Fire District: mail yellow copy to: White: Applicant(see below) King County D Yellow: King County Building Services Divisio EgRouR Building Services Division 900 Oakesdale Avenue JUL 0Renton, WA 98055-1219 5 2005Pink: Fire District Attn: Fire Engineering Note Applicant: at the time of application AIN( k06 E.S. to DDES the white copy must be presented OPy with project/proposal submittal. 0178(Rev.11/02) LOSPO O I 3 1 0 4. ,9 - P V.^f. yc' r,. •;. _ - G k.._ .':.. .. v.J '. tf.. i.`sy i`.'. . . " Y. J L '!(. V tom, o.fy'' r wart u.,v,,; ate I title guaranty company .5"!) No. 205114268 i) Fee. $300.00 P;;lr 7 ,) Subdivision Map of i, i)) 1 Tract No. W» 1)) Subdivision Guarantee Y;14 1,;:. Consisting of Sheet (s) T8 The County of and an KING Y City 1 within which said subdivision is located in a sL,m not exceeding$1000.00 i444,1 That,according to those public records which,under the recording laws,impart constructive notice of matters affecting the title 4G,n'v) to the land included within the exterior boundary shown on the map of the above referenced subdivision,the only parties having .' anyrecord title interest in said land whose signtures are necessary,under the requirements of the Subdivision MapAct,on the (, J ,` 9 q 1,. r certificates consenting to the recordation of said map and offering for dedication any streets, roads, avenues and other ease- •r' ;):; ie. ments offered for dedication by said map are: xf;`,. It 1) l`,-D f i`" t ,1t The map hereinbefore referred to is a subdivis on of: i-' `„ SEE EXHIBIT ATTACHED Ill u,, ill hs1/; Ih lr• y 1;i ;rn e l under seal for the Com an but this Guarantee is to be valid onlywhen it bears an authorized countersignature.SignedCompany, 9 4,. , rk . Eptewart® itt0titleguarantycompany11(-•' r w a-; 11 zp'.; Chairman of th Board e ,v,.s#11. ,' Presi ent A 0 ) aefir{y a7F ti ) Countersigned: I M/ E D :‘!': j) F JUL 0 5 2005 Ati(G,>^j Authorized Countersignature ifi„—) S]EWART TTTE.R Company 1 t 1f K.C. D.D.E.S. A SEATAC, WA' Iii,. City,State y L5FOO1' tm. 3s{a ati r a w{ 4r $UbdIVISiOd nR 3 i, f A4- M 1f 4," 4 Guarantee ' - nSG157210785w i r SUBDIVISION GUARANTEE CLTA NO. 14 (Rev.4-10.75)IMAM FILE COPY f_v", 5- Stewart Title Guaranty Comp ny, Stewart Title Insurance Company, Stewart Title Insurance Company of Oregon, National Land Title Insurance Company, Arkansas Title Insurance Company, Charter Land Title Insurance Company. Pr'vacy Policy Notice PURPOSE OF THIS NOTICE Title V of the Gramm-Leach-Bliley Act (GLBA) generally prohibits any financial institution, directly or through its affiliates, from sharing nonpublic personal information about you with a nonaffiliated third party unless the Institution provides you with a notice of its privacy policies and practices, such as the type of i formation that it collects about you and the categories of persons or entities to whom it m y be'disclosed. In compliance with the GLBA, we are providing you with this document, Yvhich notifies you of the privacy policies and practices of Stewart Title Guaranty Company, Stewart Title Insurance Company, Stewart Title Insurance Company of Oregon, National Land Title Insurance Company, Arkansas Title Insurance Company, Charter Land Title Insurance Company. We may collect nonpublic personal information about you from the following sources: Information we receive from you, such as on applications or other forms. Information about your transa gtions we secure from our files, or from our affiliates or others. Information we receive from a consumer reporting agency.Information that we receive from others involved in your transaction, such as the' real estate agent or lender. Unless it is specifically stated otherwise in an amended Privacy Policy Notice, no additional nonpublic personal information will be collected about you. We may disclose any of the above information that we collect about our customers or former customers to our affiliates or to nonaffiliated third parties as permitted'by law. We also may disclose this information about our customers or former customers to the following types of nonaffiliated companies that perform marketing services on our behalf or with whom we have joint marketing agreements: Financial service providers such as companies engaged in banking, consumer finance, securities and insurance. Non-financial companies such as envelope stuffers and other fulfillment service providers. WE DO NOT DISCLOSE ANY NONPUBLIC PERSONAL INFORMATION ABOUT YOU WITH ANYONE FOR ANY PURPOSE THAT IS NOT SPECIFICALLY PERMITTED BY LAW. We restrict access to nonpublic personal information about you to those employees who need to know that information in order to provide products or services to you. We maintain physical, electronic, and procedural safeguards that comply with federal regulations to guard your nonpublic personal information. SUBDIVISION GUARANTEE Guarantee No.: SG-1572-10785 Order Number: 205114268 Subdivision Guarantee: 300.00 Sales Tax: 26.40 Effective Date: June 23, 2005 at 8:00 AM Total: 326.40 OWNERS: SATWANT SINGH AND SATWANT KAUR, HUSBAND AND WIFE LEGAL DESCRIPTION: PARCEL A: THE WEST 410 FEET OF THE SOUTH 660 FEET OF GOVERNMENT LOT 4, SECTION 5, TOWNSHIP 22 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON. PARCEL B: AN EASEMENT FOR INGRESS AND EGRESS OVER THE SOUTH 30 FEET OF THE NORTHWEST QUARTER OF GOVERNMENT LOT 4, SECTION.5, TOWNSHIP 22 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON. SUBJECTr,TO: 1. RESERVATIONS AND EXCEPTIONS, INCLUDING THE TERMS AND CONDITIONS THEREOF: RESERVING: MINERALS RESERVED BY: NORTHERN PACIFIC RAILROAD COMPANY RECORDED: AUGUST 7, 1890 RECORDING NO.: 58189 2. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDED: AUGUST 4, 1980 RECORDING NO.: 8008040087 IN FAVOR OF: CASCADE SEWER DISTRICT, A MUNICIPAL CORPORATION FOR: SEWER MAINS AND APPURTENANCES AFFECTS: THE NORTHERLY PORTION OF THE PROPERTY HEREIN DESCRIBED AND OTHER PROPERTY Guarantee No: SG-1572-10785 Stewart title guaranty company SUBDIVISION GUARANTEE 3. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDED: OCTOBER 22, 1990 RECORDING NO.: 9010221281 IN FAVOR OF: KING COUNTY FOR: RIGHT OF WAY FOR DRAINAGE FACILITY AFFECTS: SOUTHERLY PORTION OF THE PROPERTY HEREIN DESCRIBED 4. TERMS, COVENANTS, CONDITIONS AND/OR PROVISIONS CONTAINED IN AN EASEMENT SERVING SAID PREMISES, AS CONTAINED IN INSTRUMENT: RECORDED: JANUARY 22, 2004 RECORDING NO.: 20040122001771 5. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: BETWEEN: C.C. ROE, CLARA S. WINSTON, HARRY ARNOLD, MINNIE L. DOW, RUTH A. TAYLOR, P. H. CULLEN, MRS C. M., BELL AND J. E. HAYES AND: L. W. ROW, ET AL RECORDED: JUNE 15, 1945 RECORDING NUMBER: 3478389 PURPOSE: USE AND MANAGEMENT OF WATER AND WATER SYSTEM SERVING SAID PREMISES AND OTHER PROPERTY 6. COVENANTS, CONDITIONS, RESTRICTIONS AND/OR EASEMENTS THEREIN: RECORDED: AUGUST 19, 1956 , RECORDING NUMBER(S): 4719476 7. TERMS AND CONDITIONS OF DECLARATION OF BOUNDARIES BY OWNERS: RECORDED: OCTOBER 10, 1979 RECORDING NO.: 7910100576 8. GENERAL TAXES. THE FIRST HALF BECOMES DELINQUENT AFTER APRIL 30111. THE SECOND HALF BECOMES DELINQUENT AFTER OCTOBER 31 ST YEAR: 2005 AMOUNT BILLED: 2,745.04 AMOUNT PAID:0.00 AMOUNT DUE:2,745.04, PLUS INTEREST AND PENALTY, IF DELINQUENT LEVY CODE: 5092 TAX ACCOUNT NO.:052205-9085-03 ASSESSED VALUATION: LAND: 205,000.00 IMPROVEMENTS: 0.00 NOTE: KING COUNTY TREASURER, 500 4TH AVENUE, 6TH FLOOR ADMIN. BLDG., SEATTLE, WA 98104 (206) 296-7300 WEB ADDRESS: http://webapp.metrokc.gov/KCTaxinfo/. Guarantee No: SG-1572-10785 stewart title guaranty company r• SUBDIVISION GUARANTEE 9. DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF: GRANTOR: SATWANT SINGH AND SATWANT KAUR, HUSBAND AND WIFE TRUSTEE: WASHINGTON SERVICES, INC., A WASHINGTON CORPORATION BENEFICIARY:WASHINGTON FEDERAL SAVINGS, AN UNITED STATES CORPORATION AMOUNT:283,400.00 DATED: MARCH 23, 2004 RECORDED: MARCH 29, 2004 RECORDING NO.: 20040329001158 10. DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF: GRANTOR: SATWANT SINGH AND SATWANT KAUR, HUSBAND AND WIFE TRUSTEE: TICOR TITLE COMPANY BENEFICIARY: HARCHAND SINGH AND ANGRE J KAUR, HUSBAND AND WIFE, AND AMRIK KAMOH AND BHUPINDER KAMOH, HUSBAND AND WIFE AMOUNT:87,200.00 DATED: MARCH 23, 2004 RECORDED: MARCH 29, 2004 RECORDING NO.: 20040329001159 11.. DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF: GRANTOR: SATWANT SINGH AND SATWANT KAUR, HUSBAND AND WIFE TRUSTEE: TRAN LAW FIRM BENEFICIARY:RILEY LAM AND KHENG CHRIN AMOUNT:200,000.00 DATED: FEBRUARY 18, 2003 RECORDED: FEBRUARY 24, 2005 RECORDING NO.: 20050224000722 Guarantee No: SG-1572-10785 stewart title guaranty company SUBDIVISION GUARANTEE The Company's liability for this report is limited to the compensation received. This report is based on the Company's property records, and no liability is assumed for items misindexed or not indexed in the public records or for matters which would be disclosed by an inquiry of parties in possession or by an accurate survey or inspection,of the premises. This report and the legal description given herein are based upon information supplied by the applicant as to the location and identification Of the premises in question, and no liability is assumed for any discrepancies resulting therefrom. This report does not represent either a commitment to insure title, an examination of or opinion as to the sufficiency or effect of the matters shown, or an opinion as to the marketability of title to the subject premises. I certify this is a true accurate reflection of those documents on file at the King County Court House, Seattle, Washington as of the date and time referenced above. Don Peters cj Guarantee No: SG-1572-10785 stewart title guaranty company i,rA ORDER NO:. 205114268 o If i- v. 0 NI stewart0title S IlfYrrts I bs/f _, fr te sv L lei.0 j4f' 9.1 ail_.. i KM I 44. ue L. 11,111r4 I . MN 1 w'" IN1,r 7, ft di KOP I 7.16 ' Q iID MAY Pi 1L. ..... 4 i ff j 4IXIV 71 CIEL i I 1 I I BM as i Rai Mill 661.911 0.1 1 This sketch is provided without charge for information. It is nct intended to show all matters related to the property including,but not limited to area, dimensions,encroachments or locatio n s of boundaries. It's not a part of,nor does it modify,the commitment or policy to which it is attached. The company assumesNO LIABILITY for any matter related to this sketch. Reference should be made to an accurate survey for further information. 18000 International Boulevard South, Suite 510 ste' i"art SeaTac, Washington 98188o° 206-770-8700 • 888-896-1443Oh1P title fax 206-770-8703 253-882-2033 COPIES OF DOCUMENTS 20040329001157.001 • AFTER RECORDING MAIL TO Satwant Singh and Satwant Kaur 24419 105th PI SE 20040329001157Kent,WA 98030 20.00STTEYAarTTL2UDPACS000002 12.30KINGCOUNTY, AA E2027192 03/20/2004 12:20 KING COUNTY, WA SALE $430,000 00 PAGE001 OF 001 Filed for Record at Request of Ticor Title Company ST TUTORY WARRANTY DEED oTEWART TITLE THE GRANTOR(S) v v Dl J Harchand Smgh and Angre J aur,husband and wife and Amnk Kamoh and Bhupinder Kamoh, husband and wife for and in consideration of TEN DgLLARS AND OTHER GOOD AND VALUABLE CONSIDERATION in hand paid,conveys,and warrants to Satwant Singh and Satwant KaiIr,husband and wife the following described real estate,situated in the County of King,State of Washington THE WEST 410 FEET OF TI-E SOUTH 660 FEET OF GOVERNMENT LOT,4, SECTION 5, • TOWNSHIP 22 NORTH,RANGE 5 EAST,W M,IN KING COUNTY,.WASHINGTON Subject to easements,covenants,c, nditions and restrictions shown on Exhibit"A"as hereto attached and • by this reference made a part hereof Assessor's Property Tax Parcel/Account Number 052205-9085-03 D ted RCH 23,2004 A Har t and Singh A ; ,z Angre J our Amnk Kamoh J k Bhupinder moh STATE OF COUNTY OF King I, le•-N--1W ;a Notary Publici of the County and State first above written, do hereby certify that Harchand Singh and Angre J Kaur and Amnk Kamoh and Bhup_ipnoN personally appeared before me this day and acknowledged the due execution of the fore eJ1fhs W s d official seal,tIiis the a"S • N Ffa 2004 c> Ar .AY i Nota Public in and or state of Washington BLIC • 5 Residing ah y Commissio EExpires al % D' iIt 0?g- tx AwASWN SEAL) Escrow No 6313108•LPB-10 7/97 20040329001157.002 EXHIBIT."A" SPECIAL EXCEPTIONS 1 RESERVATIONS AND EXCEPTIONS, INCLUDING THE TERMS AND CONDITIONS THEREOF RESERVING MINERALS RESERVED BY NORTHERN PACIFIC RAILROAD COMPANY RECORDED AUGUST 7, 1890 RECORDING NO 58189 2 EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREINRECORDEDAUGUST4, 1980 RECORDING NO 8008040087. IN FAVOR OF CASCADE SEWER DISTRICT,A MUNICIPAL FOR CORPORATION SEWER MAINS AND APPURTENANCES AFFECTS THE NORTHERLY PORTION OF THE PROPERTY HEREIN DESCRIBED AND OTHER PROPERTY 3 EASEMENT,INCLUDING TERMS AND PROVISIONS CONTAINED THEREINRECORDEDOCTOBER22, 1990 RECORDING NO 9010221281 IN FAVOR OF KING COUNTY FOR RIGHT OF WAY FOR DRAINAGE FACILITYAFFECTSSOUTHERLYPORTIONOFTHEPROPERTY HEREIN DESCRIBED . 4 AGREEMENT AND THE TERMS AND CONDITIONS THEREOFBETWEENCCROE,CLARA S WINSTON, HARRY ARNOLD, MINNIE L DOW,RUTH A TAYLOR,P H CULLEN, MRS C M,BELL AND J E HAYESANDLWROW, ET AL RECORDED JUNE 15, 1945 RECORDING NUMBER 3478389 PURPOSE • USE AND MANAGEMENT OF WATER AND WATER SYSTEM SERVING SAID PREMISES AND OTHER PROPERTY 5 COVENANTS,CONDITIONS, RESTRICTIONS AND/OR EASEMENTS THEREINRECORDEDAUGUST19, 1956 RECORDING NUMBER(S) 4719476 6 TERMS AND CONDITIONS OF DECLARATION OF BOUNDARIES BY OWNERSRECORDEDOCTOBER10, 1979 RECORDING NO 7910100576 20040329001158.001 AFTER RECORDING RETURN TO Washington Federal Savings Crown Hill Office 8318 15th Ave NW Seattle WA 98117 in 1-III ii illi li_Attention. Christy Cairns I 20040329001158 STUART TITLE D7 23 00 PACE001 OF 004 KING COUNTY32IJA Loan Number 133 207 284361-3 Q 0 T SHORT FORM DEED OF TRUST THIS DEED OF TRUST("Security Instrument")is made March 23rd,2004 between SATWANT SINGH AND SATW KAUR,HUSBAND AND WIFE I ' I as Grantor("Borrower"),whose address is 24419 105TH PL SE,ICENT WA 98031 and WASHINGTON SERVICES,INC.,A WASHINGTON CORPORATION as trustee,whose address rs6125 SOUTH MORGAN ROAD,FREELAND,WA.98249 and WASHINGTON FEDERAL SAVINGS,a United States Corporation,as Beneficiary('Lender"/ Grantee),whose address is 425 Pike Street,Seattle,Washington 98101 I Borrower hereby irrevocably grantsl,bargains,sells and conveys to Trustee in trust,with power of sale according to Washington law,all B rrower's estate,right,tide,interest,claim and demand,now'owned or hereafter acquired, in and to a following described property in KING County;Washington (the "Property", which term shall include all or any part of the Property, anyimprovementsthereonandallthepropertydescribedinParagraph2oftheMasterFormDeedofTrust hereinafter referred to): THE WEST 410 FEET OF Tice SOUTH 1660 FEET OF GOVERNMENT LOT 4,SECTION S, TOWNSHIP 22 NORTH,RANGE 5 EAST,W.M.,IN KING COUNTY,WASHINGTON. ' As ccor's Property Tax Parcel Accountount Number(s): 052205908503 TOGETHER WITH all the tenements, hereditaments and appurtenances, now or hereafter thereunto belonging or in any way appertaining,leases and other agreements for the use and occupancypertainingthereto,and the rents,issues and profits thereof and all other property or rights of any land or nature whatsoever further set forth 1u the Master Form Deed of Trust hereinafter referred to,SUBJECT, HOWEVER,to the right,power and authority hereinafter given to and conferred upon Lender to collect and apply such rents,issues and profits This Security Instrument shall constitute a security agreement under the Uniform Commercial Code of Washington between Borrower as debtor and Lender as secured party. Borrower grants a security interest to Lender in any of the,Property which is personal property and also grants a security interest in the property described in Paragraph 3 of the Master Form Deed of Trust hereinafter referred to, now owned or hereafter acquired by Borrower(the Property, as,defined above, and the property described in said Paragraph 3 are hereafter collectively referred to as the"Collateral") Borrower's Itun9Lt Page 1 of 4) L020-T(WA)01/07/97 THIS SECURITY INSTRUMENT IS FOR THE PURPOSE OF SECURING the following a)Payment of the sum of i TWO HUNDRED EIGHTY THREE THOUSAND FOUR HUNDRED AND NO/100S DOLLARS 283,400.00 with interest thereon according to the terms of a promissory note of even date herewith,payable to Lender or order and made by Borrower(the"Note", which term shall include all notes evidencing the indebtedness secured by this Security Instrument, including all renewals, modifications or extensions thereof), b) Payment of any further sums advanced or loaned by I rnrier to Borrower, or any of its successors or assigns,if(1)the Note or other writing evidencing the future advance or loan specifically states that it is secured by this Security Instrument, or (2) the advance, including costs and expenses incurred by Lender, is made pursuant to this Security Instrument or any other documents executed byBorrowerevidencing, securing,or relating to the Note and/or the Collateral,whether executed prior to, contemporaneously with, or subsea ent to this Security Instrument(this Security Instrument, the Note and such other documents, rncludi g any construction loan, land loan or other loan agreement, arc hereinafter collectively referred to as the "Loan Documents"), together with interest thereon at the rate set forth in the Note unless otherwise specified in the Loan Documents or agreed to in writing, c)Performance of each ag ement,term and condition set forth or incorporated by reference in the Loan Documents,including wi out limitation the loan agreement of even date herewith, which are incorporated herein by reference or contained herein THE MATURITY DATE OP THESE SECURED OBLIGATIONS,AS CONTAINED IN THE LOAN DOCUMENTS,INCLUDING THE NOTE,1S March 23rd,2006 By executing and delivering this Security Instrument and the Note secured hereby, the parties agree that all provisions of Para' phs 1 through 69 inclusive of the Master Form Deed of Trusthereinafterreferredto,except such p graphs as are specifically excluded or modified herein,are hereby incorporated herein by reference and made an integral part hereof for all purposes the same as if set forthhereinatlength,and the Borrower I ereby makes said covenants and agrees to fully perform all of said provisions The Master Form Deed of Trust above referred to was recorded on the dates below shown,in the Official Records of the officies of the County Auditors or County Recorders of the followingcountiesintheStateofWashingtonaccordingtotheenumeratedrecordationdesignationsappearing below after the name of each county,to wit DRAWER,REEL, FRAME OR RECORDING OR DATE OP COUNTY ROOK OR VOLUME PAGE NO(S 1 AUDITOR'S FILE NO RECORDING ADAMS 229 260-271 239483 October 12,1995 ASOTIN 217406 October 11,1995 BENTON 636 65-76 95-23049 October 12,1995 CHELAN 1052 1633-1644' 9510120008 October 11,1995 CLALLAM 1111 694-705 729425 October 11,1995 CLARK 9510110089 October 11,1995 COLUMBIA 3D 712-723 8601 October 11,1995 COWLITZ 1213 0637-0648 951012074 October 12,1995 DOUGLAS M444 09-20 307858 October 12,1995 FERRY IMP of O R l 232892 October 11,1995 FRANKLIN 0377 0564-0575 524669 October 11,1995 GARFIELD 3317 October 11,1995 GRANT 068 1954-1965 951012004 October 11,1995 GRAYS HARBOR 95 33136-33147 951012026 October 11,1995 ISLAND 696 1410-1421 95016396 October 11,1995 JEFFERSON 537 328-339 385505 October 11,1995 ICING 9510100421 October 10,1995 KITSAP 0879 2392-2403, 9510130066 October 13,1995 KITTITAS 370 717 586108 October 11,1995 KLICKITAT 327 218 249676 October 11,1995 LEWIS 672 350-361 9514582 October 11,1995 LINCOLN 65 003034-003045 400875 October 11,1995 MASON 688 144-155 615408 October 11,1995 OKANOGAN 137 1089-1100 833848 October 11,1995 PACIPIC 9510 559-570 62332 October 11,1995 PEND ORIELLE 121 1099-1110 230779 October 12,1995 PIERCE 1163 2511-2522 9510110478 October 11,1995 SAN JUAN 525 230-241 95101201 ' October 12,1995 SKAGIT 1483 0372-0383 9510110046 October 11,1995 SKAMANIA 152 860-871 123494 October 11,1995 SNOHOMISH 3081 1623-1634 9510110189 October 11,1995 SPOKANE 1781 1737-1748 9510110230 October 11,1995 STEVENS 193 2376-2387 9510157 October 11,1995 THURSTON 2464 702-713 9510110097 October 11,1995 WAHKIAKUM 104 0579-0590 45447 October 12,1995 WALLA WALLA 234 1593-1604 9509789 October 11,1995 WHATCOM 465 1133-1144 951011197 October 11,1995 WHITMAN Microfilm No 580488 October 11,1995 YpKIMA 1494 1819-1830 ' jlQ331110734( October 11,1995 IL ' ir Page 2 014) 7 /'{`/u L020-T(WA) Z00'89 6 6006Z£0900Z 20040329001158.003 133 207 284361.3 A copy of such Master Form Deed of Trust has been furnished to the person executing this Security Instrument, and by executing this Security Instrument the Borrower acknowledges having received such Master Form Deed of Trust The Property which is the subject of this Security Instrument is not used principally or primarily for agncultural or farming purposes The undersigned Borrower requests that a copy of any Notice of Default and of any Notice of Sale hereunder, as required by Washington law in case of non-judicial foreclosure of a deed of trust,be mailed to Borrower at Borrower's address as hereinabove set forth Borrower agrees to obtain till insurance required from time to time by Lender and as elsewhere provided in the Loan Documents, including flood insurance If Borrower fails to maintain such insurance satisfactory to the Lender,Lender may make the payment on behalf of the Borrower and any sums expended shall be added to principal and bear interest at the rate provided in the Note If the box preceding any of the following statements contains an "X", that statement is a part of this Security Instrument If the box is nor so checked,the corresponding statement is ma part of this Security Instrument Paragraph 49 of the Master Form Deed of Trust (which refers to the existence, if any, of an adjustable rate feature in the N te)is hereby deleted X The Note secured hereby evide s a construction loan or land loan but is not a combination Note Paragraph 53 of the Master Form Deed of Trust is hereby deleted The Note secured hereby is a combination construction loan/permanent loan Note Refer to paragraph 53 of the Master Forni Deed of Trust. The Property or a part thereof id a Condonunru n Refer to paragraph 50 of the Master Form Deed of Trust 0 A fee owner and a leasehold owner of the Property, or a portion thereof, have executed this Security Instrument. Refer top graph 51 of the Master Porm Deed of Trust The Property or a part thereof i a leasehold estate. Refer to paragraph 52 of the Master Form Deed of Trust See also Schedule"A"of this Short Form Deed of Trust,attached hereto and incorporated herein by this reference. WITNESS the band(s)and seal(s)of the Borrower,and each of them if more than one,on the day and year first above written jANa„/Mf' J ` YwSTMGR c9OW SATWANTKAUR er for notary acknowledgements) Page 3 of 4) L020-T(WA) 01/07/97 STATE OF G 5;171,4/6:70'cr ) ss COUNTY OF/e-.//cVC, I certify that I know or have sausf tory evi that 1L7s4st/7 S/AIGN ' T1-L ma,Y-7- /4'i^ /z Name(s)of person(s)] l that(he/she gned is/are the person(s)who appeared befre me,and said rson s adtn dg this.instrument and•acknowledged tt t•be(his/h ei free °) 1 the uses and purposes mentioned in the instrument. sSION 11 tt Dated c5./a`cf/Q Offetuts. Seal or Stamp) Notary Pubh d for thetatee.f' r residing at 1_ - • s‘ My commission expire "'_; STATE OF ss COUNTY OF I certify that I know or have satisfactory evidence,that Name(s)of person(s)) is/are the person(s)who appeared before me,and said person(s)acknowledged that(he/she/they)signedthisinstrument, on oath stated that (he/she/they) was/were authorized to execute the instrument and acknowledged it as the Type of Authonty,e g,Officer,Trustee) ' of Namepf the Party on Behalf of Whom the Instrument was Executed) to be the free and voluntary act of sudh party for the uses and purposes mentioned in the instrument Dated Signature) Seal or Stamp) Notary Public in and for the State of residing at My commission expires Page 4 of 4)04003 1201 3471 L020-T WA) P00139 6 6006Z£01700Z 20040329001159.001 AFTER RECORDING MAIL TO Ititi Name HARCHAND SINGH 200403290011.59 l _ p j STEUART TITLE DT 22,00 003 Addressr3 .I 9 , )0 " 1 V z ' J e pQ/2001 04 12:KING0000NTY1241A0 City,State,Zaps V-Q/4/0/v1. A °I d 0 SS Filed for Record at Request of TICOR TITLE COMPANY • 6313108/TW SECOND 0 DEED OF TRUST For use in the state of Washington only) Grantor(s)SATWANT SINGH AND SATWANT KAUR,HUSBAND AND WIFE Grantees)HARCHAND SINGH& NGRE J KAUR,HUSBAND&WIFE AND AMRIK KAMOH& BHUPINDER KAMOH,HUSBAND AND WIFE, Trustee TICOR TITLE COMPANY Abbreviated Legal PTN GOVT LT ,SEC 5,TWP 22,RNG 5 Additional Legal on page 1 Assessor's tax parcel/Account Nos 052205-9085-03 THIS DEED OF TRUST,made this 23an ay of MARCH,2004,between SATWANT SINGH AND SATWANT K A UR,HUSBAND AND WIFE,GRANTOR(S), whose street-address is 24419 105TM PLACE SE,KENT,WA 98030, I TICOR TITLE COMPANY,TRUSTEE, whose street address is 15 SOUTH GLDY WAY,SUITE 120,RENTON,WA 98055,and HARCHAND SINGH AND ANGRE I KAUR,HUSBAND AND WIFE,AND AMRIK KAMOH AND BHUPINDER KAMOH,HUSBAND AND N'T E„HE 1 1 ,rC, P h997 1469 Q 1Jo J J,.%whose street address is O ```..,,(( a 7 O WITNESSETH Grantor(s)hereby barg4n(s),sell(s),and convey(s)to Trustee in trust,with power of sale,the following described real property in KING County,Washington LEGAL DESCRIPTION THE WEST 410 FEET OF THE SOUTH 660 FEET OF GOVERNMENT LOT 4,SECTION 5,TOWNSHIP 22 NORTH,RANGES EAST, W M,IN KING COUNTY,WASHINGTON THIS DEED OF TRUST IS SUBORDINATE ND INFERIOR TO THAT CERTAIN DEED OF TRUST IN FAVOR OF WASHINGTON FEDERAL SAVINGS RECORDED CONCU TLY HEREWITH x d }:154- X c X 8 1 TAX PARCEL 052205-9085-03 which real property is not used principally for agricultural purposes,together with all the tenements,hereditaments,and appurtenances now or hereafter belonging or in any way appertaining,and the rents,issues,and profits of the property This Deed of Trust is for the purpose of peuring performance of each agreement of Grantor(s)contained in this Deed of Trust,and payment of the sum of EIGHTY SEVEN THOUSAND TWO HUNDRED Dollars($87,200 00) with interest,in accordance with the term of a promissory note of even date herewith,payable to Beneficiary or order,and made by Grantor(s),and all renewals,modifications,and extensions of the note,and also such fluffier sums as may be advanced or loaned by Beneficiary to Grantor(s),or any of the Grantor(s)' successors or assigns, together with interest thereon at the rate agreed upon DUE DATE: The enure balance of the promissory note secured by this Deed of Trust, together with any and all interest accrued thereon,shall be due and payable in full on MARCH 29,2009 To protect the security of this Deed of Trul,Grantor(s)covenant(s)and agree(s) I To keep the property in good condition and repair,to permit no waste of the property,to complete any building,structure, or improvement being built or about to be,built on the property,to restore promptly any building,structure,or improvementonthepropertywhichmaybedamagedllordestroyed,and to comply with all laws,ordinances, regulations, covenants, conditions,and restrictions affecting the property LPB-22A(i) 4/00 Page I of 3 20040329001159.002 2 To pay before delinquent all lawful taxes and assessments upon the property,to keep the property free and r clear of all other charges,hens,or encumbrances impairing the security of this Deed of Trust " 3 To keep all buildings now or hereafter erected on the property continuously insured against loss by fire or other hazards in an amount not less than the total debt secured by this Deed of Trust All policies shall be held by the Beneficiary,and be n such companies as the Beneficiary may approve and have loss payable first to the Beneficiary,as its interest may appear,and then to the Grantor(s) The amount collected under any insurance policy may be applied upon any indebtedness secured by this Deed of Trust in such order as the Beneficiary shall determine puch application by the Beneficiary shall not cause discontinuance of any proceedings to foreclose this Deed of Trust In the event of foreclosure, all rights of the Grantor(s) in insurance policies then in force shall pass to the purchaser at the foreclosure sale 4 To defend any action or proceeding :iurporhng to affect the secunty hereof or the rights or powers of Beneficiary or Trustee,and to pay all costs and expenses,including cost of title search and attomey's fees in a reasonable amount,in any such action or proceeding,and in any suit rought by Beneficiary to foreclose this Deed of Trust 5 To pay all costs,fees,and expenses in onnection with this Deed of Trust,including the expenses of the Trustee incurred in enforcing the obligation secured by thi Deed of Trust and Trustee's and attomey's fees actually incurred,as provided by statute 6 Should Grantor(s)fail to pay when due ytaxes,assessments,insurance premiums,hens,encumbrances,or other charges against the property Beneficiary may pa the same,and the amount so paid,with interest at the rate set forth in the note secured by this Deed of Trust,shall be add to and become a part of the debt secured in this Deed of Trust 7 DUE ON SALE (OPTIONAL—Not i pplicable unless initialed by Grantor and Beneficiary) The property described in this secunty instrument may not be sol or transferred without the Beneficiary's consent Upon breach of this provision,Beneficiary may declare all sums due under the note and Deed of Trust immediately due and payable, unless prohibitedjofr" by applicable law XX Xv XA14 XI''X Ale Grantor(Initials Beneficiary(Initials) IT IS MUTUALLY AGREED THAT 8 In the event any portion of the propert is taken or damaged in an eminent domain proceeding,the entire amount of the award or such portion is may be necessary to fully satisfy the obligation secured by this Deed of Trust shall be paid to Beneficiary to be applied to said obligation 9 By accepting payment of any sum secured by this Deed of Trust after its due date,Beneficiary does not waive its right to require prompt payment when due of all of er sums so secured or to declare default for failure to so pay 10 The Trustee shall reconvey all or any part of the property covered by this Deed of Trust to the person entitled thereto,on written request of the Grantor(s)and the Beneficiary,or uponsahsfaction of the obligation secured and written request forreconveyancemadebytheBeneficiaryorthepersonentitledthereto 11 Upon default by Grantor(s)in the,payment of any indebtedness secured by this Deed of Trust or in the performance of any agreement contained in this Deed of Trust,all sums secured by this Deed of Trust shall immediately become due and payable at the option of the Beneficiary,subjectb to any cure period provided in the note secured by this Deed of Trust In such event and upon written request of Beneficiary,Trustee shall sell the trust property,in accordance with the Deed of lrust Act of the State of Washington,at public agction to the highest bidder Any person except Trustee may bid at Trustee's sale Trustee shall apply the proceeds of the sale as follows (I)to the expense of the sale,including a reasonable Trustee's fee and attomey's fee,(2)to the obligation secur by this Deed of Trust,and(3)the surplus,if any,shall be dismbuted'to-the persons entitled thereto 12 Trustee shall deliver to the purchaser at the sale its deed,without warranty,which shall convey to the purchaser all right, title and interest in the real and personal roperty which Grantor(s)had or had the power to convey at the time of the execution of this Deed of Trust,and such as Grantor(s)may have acquired thereafter Trustee's deed shall recite the facts showing that the sale was conducted in corr*liance with all the requirements of law and of this Deed of Trust,which recital shall be prima facie evidence of such compliance and conclusive evidence thereof in favor of bona fide purchaser andencumbrancersforvalue 13 The power of sale conferred by this Deed of Trust and by the Deed of Trust Act of the State of Washington is not an exclusive remedy,Beneficiary may cause thl Deed of Trust to be foreclosed as a mortgage 14 In the event of the absence,death,incapacity,disability,or resignation of Trustee,or at the discretion of the Beneficiary, Beneficiary may appoint in writing a successor trustee,and upon the recording of such appointment in the mortgage records of the county in which this Deed of Trust 1 4 recorded,the successor trustee shall be vested with all powers of the original trustee The trustee is not obligated to notify any party hereto of pending sale under any other Deed of Trust or of an action or proceeding in which Grantor(s),Trustee,or Beneficiary shall be a party unless such action or proceeding is brought by theTrustee 15 This Deed of Trust applies to,inures to he,benefit of,and is binding not only on the parties hereto,but on his/her/their heirs,devisees,legatees,administrators,exec.itors,and assigns The term Beneficiary shall mean the holder and owner of the note secured hereby,whether or not named as Beneficiary herein LPB-22A(i) 4/00 Page2of3 2004032900116W003 16 ADDITIONAL TERMS A CONDITIONS (check one) a (XX) NONE OR b ( ) As set fort)I on the attached"Exhibit A"which is mcorporated by this reference Note If either a nor b is checked,then option"a"applies) Datedb111A1t M 23,2004 SASatS,Iwcc`l SATWANT KAUR STATE OF WASHINGTON 1•W COUNTY OF KING) I certify that I know or have satisfactory evtden;e that SATWANT SINGH AND SATWANT KAUR t ere)the person(s) who appeared before me, and said person(s) ac useA iksjt (he/sh.4M gned this instrument and1 acknowledged it to be(htalher b- and voluntary act for the uses iea a pflt ,Ilihis instrument 1.As , :gSIO/y CC/ 11 i r ' if/ Dated y pR I"/ Notarytu/c m and or astate/ Ws(iSHINGTON i Residtn ritefF /• My appotntAerkl'ercp{IIdAS l s Q 7- REQUEST FOR FULL RECONVEYANCE•Do not record To be used only when note has been paidTOTRUSTEE . The undersigned is the legal owner and holder of the note and all other indebtedness secured by the within Deed of Trust Said note,. together with all other indebtedness secured by said Deed of Trust,has been fully paid and satisfied,and you are hereby requested and directed,on payment to you of any sums owing to you under the terms of said Deed of Trust,to caned said note above mentioned,and all other evidences of indebtedness secured by said Deed of That delivered to you herewith,together with the said Deed of Trust,and to reconvey,without warranty,to the parties design tedby the terms of said Deed of Trust,all the estate now held by you thereunder Dated LPB-22A(i)4/00 Page 4 of 3 20050224000722.001 tlaii, \til 1I •' I\ i iu!' jIiIdu!`i I\ i l°I,I jttIWHENRECORDEDRETURNTO: Name: Riley Lam and Kheng Chrin i!lii! t iutAddress:24105 22ad Avenue South i I City,State,Zip Des Moines,WA 98198 22502240®07 pi St tt006 11a02 KING COUNIV, wm Deed of Trust Short Form THIS DEED OF TRUST,made this I8d'of February 2005,between SATWANT SINGH AND SATWANT 11AUR,HUSBAND AND WIFE,GRANTOR, whose address is 24419 1056 Place Southeast,Kent,WA 98030 TRAN LAW FIRM,TRUSTEE, whose address is 720 Sixth Ave.S,Suite 103,Seattle,WA 98104 RILEY LAM AND KHENG CHRIN,BENEFICIARY, whose address is 24105 22ND Avenue South,Des Moines,WA 98198 J WITNESSETH:Grantor hereby bargains,sells and conveys to Trustee in Trust,with power of sale,the following described real property in KING County,Washington: The west 410 feet of the south 660 feet of the Government Lot 4,Section 5,Township 22 North,Range 5 East, W.M.,in King County,Washington. More generally described as address: 192 02"d Avenue Southeast,Renton,WA 98055 Tax Account Number: 052205-9085-03 TOGETHER WITH all the tenements,hereditaments and appurtenances,now or hereafter[hereunto belonging or in anywise appertaining,and the rents,issues and profits thereof and all other property or rights of any kind or nature whatsoever further set forth in the Master Form Deed of Trust hereinafter referred to,SUBJECT,HOWEVER,to the right,power and authority hereinafter given to and conferred upon Beneficiary to collect and apply such rents,issues and profits. THIS DEEMS FOR THE PURPOSE OF SECURING PERFORMANCE of each agreement of Grantor incorporated by reference or contained herein and payment of the sum of TWO HUNDRED THOUSAND AND NO/100 Dollars(S200,000) with interest thereon according to the terms of a promissory note of even date herewith,payable to Beneficiary or order and made by Grantor,all renewals,modifications or extensions thereof,and also such further sums as may be advanced or loaned by Beneficiary to Grantor,or any of their successors or assigns,together with interest thereon at such rate as shall be agreed upon. By executing and delivering this Deed of Trust and the Note secured hereby,the parties agree that all provisions of Paragraphs I through 35 inclusive of the Master Form Deed of Trust hereinafter referred to,except such paragraphs as are specifically excluded or modified herein,are hereby incorporated herein by reference and made an integral part hereof for all purposes the same as if set forth herein at length,and the Grantor hereby makes said covenants and agrees to fully perform all of said provisions. The Master Form Deed of Trust above referred to'was recorded on the twenty-fifth(25th)day of July,1968,is the Official Records of the offices of the County Aubitors of the following counties in Washington in the book and at the page designated after thc name of each county,to-wit: 20050224000722.002 The undersigned Grantor requests that a copy of any Notice of Default and of any Notice of Sale hereunder be mailed to him at the address hereinbefore set forth. COUNTY BOOK OA VOL.PAGE NO, AUDITORS FILE NO, Adams 2 of Record.lnstr.l 513-16 • • 122987 Morin Microfilmed Under • Auditor's No. 101896 Benton 241 of Official Rec. 695 A-C 592931 Chelan 688 of Official Rec. 1682-1685 681844 Clallam 315of Official Rec. 195-198 383176 Clark Aud.Microfilm t+lo. 702859-702862 G-519253 Columbia 49 of Deeds 198-201 F-3115 Cowlitz 747 of Official Rea. 234-237 675475 Douglas 125 of Mortgages 120-123 151893 Ferry 28 of Deeds 413-416 153150 Franklin 11 of Official Rec. 138-141 309636 Garfield Microfilmed under Auditors No. 13044 Grant 44 of Rae.Doc. 373-376 538241 Grays Harbor 21 of General 31-34 207544 Island 181 ofOffcial Rec. ' 710-713 211628 Jefferson 4 of Official Rae. 316-319 196853 King 5690 of Mtgs. 436-439 6382309 Kitsap 929 of Official Rec. 480-483 934770 1 Kittitas 1 I 1 of Mtgs. 361-364 348693 Klickital 101 ofMigs 107-110 131095 Lewis 7 of Official Rec. 839-842 725562 Lincoln 107 of Mortgages 776-779 316596 Mason Real 48 Frame 835-838 236038 Okanogan.121 offMatgages1 517-519A 560658 Pacific 213 of Official Rec. 649-652 55707 Pend Oreille 27 of Mtgs. 8-11 126854 Pierce 1254 of Mtgs. 707-710 2250799 San Juan 28 of Mtgs. 459-462 69282 Skagit 19 ofOfficial Rec. 80-83 716277 Skamania 47 of Mtgs. 41-44 70197 Snohomish 233 of Official Rea 540-543 2043549 Spokane 14 of Official Rec. 1048-1051 376267C Stevens 109 of Mtgs. 1 394-397 390635 Thurston 454 of Official Rec. 731-734 785350 Wahkiakum 17 of Mortgages B9-92 24732 Wells Walla 308 of Mtgs. 711-714 495721 Malcom 82 of Official B55.858 1047522 Whitman 1 of Misc.291-294 382282- Yakima 712 of Official Rec. 147-150 2170555 A copy of such Master Form Deed of Trust is hereby furnished to the person executing this Deed of Trust and by executing this Deed of Trust the Grantor acknowledges race pt of such Master Form Deed of Trust. The property which is the subject of this Deed of Trust is not used principall or primarily for agricultural or fanning purposes. ALGICUOL4 4,-, SA ANT SINGH SATWANT KAUR STATE OF WASHINGTON )rr.. • ss COUNTY OF K.I^/'1 ) COUNTY OF IC.111 G ) J J I certify that 1 know or have sfactory evidence that On this eiW day ofr jGQS`I S siti Wn"r KftoK. before me,the undersigned,a notary public in and for the is the person who appeared before me, and said person State of Washington, duly cornmissio And sworn, acknowledged that ' signed this instrument,on oath personally a5,r rIJ.) appeared stated that was authorized' to execute the i e-F instrument and acknowledged it as known to me to be the individual(s)described'in and who of executed the within instrument and acknowledged that to be the free and voluntary act of such party for the uses CO- F signed and sealed the same as c,Ci F free and and purposes mentioned in the instrument voluntary act and dad,for the uses and purposes herein Dated: '3_-11—7.005 mmeenttioned. Z.. 1 7 f,_-1 PrintodA A- s • SC Kko^i Printed Named f S' 1 icif`'4 No c an •r f Was higg.Q Notary i ' thi'S .Washington• Refl 1i • - 14%71•J4is Residini i I My c am t ABS s. '-.el _• ' — MY aPPoi Pt Jf—LNO/6, 2 2STATEtN!Ili 0 '.WW00 .•'.2 • Itt.0,di 2 '. ilt4tbbt 20050224000722.003 REQUET FOR FULL RECONVEYANCE Do not'reeled To be used only when note has been paid TO:TRUSTEE,,The undersigned is the legal owner and holder of the note and all other indebtedness secured by the within Deed of Trust. Said note,together with'at other indebtedness secured by said Deed of Trust,has been fully paid and satisfied,and you see hereby requested and directed,on Payment to you of any sums owing to you under Ore terms of said Deed of Trust,to anal said note above mentioned,and all other evidencesofindebtednesssecuredbysaidDeedofTrustdeliveredtoyouherewith,together with the said Deed of Trust,and to reconvey,without warranty,to the parties designated by the terms of sa4d Dad of Trust,all the estate now held by you thereunder. Dated 1 Fil R ord At The Request Of Ki g County Real Prop y Division Project No. 047032 1,9BRUCa lC.File #31, Parcel 32 (29) RAINAGE EASEMENT 90/10/22 412E1 B • RECD F .00 5 Taste M:da :d:.00 THIS INDENTURE made this 2I day of *Tate 5 1934° , between LID bJucti 'ic• hereinafter called the GRANTOR, and King County, Washington, a political subdivision of the State of Washington, hereinafter called the GRANTEE. WITNESSETE: Whereas, the GRANTOR, herein is the owner of that certain parcel of land described as follows: The West 410 feet o the South 1/2 of Government Lot 4, all in the Northwest) 1/4 of Section 5, Township, 22 North, Range 5 East, W. M. in King County, Washington. That_ the said GRANTOR, for and in consideration of the sum of receipt whereof is hereby acknowledged and the benefits which will accrue to the lan of GRANTOR by the exercise of the rights herein N land of do by these presents grant, bargain, sell, convey, and confirm unto the said GRA TEE, its successors and assigns, a right NJof-way easement for a drainage facility over, through, across, and under the property hereinafter described, situated in King County, Washington, being 'more p rticularly described as follows: CI) Easement: 1 I The True Point of Re inning being the Southwest corner of said Government Lot 4; thence Northerly a ong the West line bearing North 00'23'53" East, 121 0 feet; thence South 80'03'52" East, 222.78 feet; thence South 59'26'22" East, 173.83ffeet, _more or less, to the South line of said Government Lot 4;thence Westerly alor;g said South line to the True Point of Beginning, all in the Northwest 1/4 of Section 5, Township 22 North, Range 5 East, W. M., King County, Washington. Contains an area of 29,202.77 sq. ft., or 0.6704 acre, more or less. . Additional conditions as noted on the attached Exhibit 1 f Said Grantee, its successors and assigns shall have the right at such time as may be necessary to enter upon said property for the purpose of constructing, reconstructing, maintaining, and i repairing said drainage facility, Any areas disturbed as a-result i. of construction will be adequately stabilized with hydroseeding or some other method as needed. By accepting and recording this Grant of Easement, Grantee agrees to indemnify, holdlGrantor harmless and defend Grantor from s` any and all claims for Injuries and/or damages suffered by any person which may be cause' by the Grantee's'exercise of the rights herein granted, provided that Grantee shall not be responsible to Grantor for any injuries and/or damages to any person caused by acts or omissions of Grantor. 0 d. Page 1 of 2 , .• . r: 1 1r'F' 14.E File No. • 31 Parcel No. 32 (29) is IN WITNESS WHEREOF, said GRANTOR has signed this instrument the day and year above w itten. I Ate.< 4J leht-44...- . GRANTOR i.o gRUC M M., - V. P. 6/Le4.IN G,a„,.. (? cam i GRANTOR I 4 • STATE OF WASHINGTON) ss COUNTY OF KING ) On this day _ of At.4giiS4-19 1 V , before me personally appLred '?jruco, w 6401c WW1 Y\ and X l'fr', /1771. ,1,e',e., CLiVi-- C .I. CC Pf s corn ' and to me kngwn to be the I % r# of ii N C the corporation that executed the foregoing instrument, and i CDacknowledged said instrument to be the free and voluntary act and i 0 deed of said corporation for the uses and purposes therein A I 07 mentioned, and on oath stated that authorized F to execute said instrument, and that the seal affixed Is the corporate seal of said corporation. GIVEN wider my hand and official seal 'the day and year last ' i above written. LDnn,^ y v, t 0 M oink'.'NOTARY PUBLIC in and for the State of Washington, residing at: C. r,: puo c ..r, Renkn t.daShin.+on r'My commission expit4s: G,-ZU-9I 4 1 t I Page 2 of 2 1 • 1. _. :S.t.:•:..i.'itif`.''444.4•,..v. 19.liiC.,44a:.S:/A •int, I n.., 0 1 1 1 t f 3 EXHIBIT A i J This is an optional bid item for the Grantor for the construction 1 of a parallel 12-inch diameter high-density polyethylene (HDPE) pipe next to the proje is 24-inch diameter HDPE pipe. This 12- inch diameter pipeline ill begin at the gabion energy dissipator i and outlet structure a the downstream end of the channel, and extend upstream to he edge of the Grantor's property, approximately 550 feet. At the time the const uction bids are closed by the City of Renton, Grantor will be notified by the City and have approximately two week to decide to activate this Option for Construction of the 12 inch pipe. If Grantor elects for t is Option, cost of the Option will be paid 1 by Grantor at that time. It. D 1 . II 1N fl I N I O 1 .. o nra. , I1 f0 e.m es A; 1, O t I I I.t 1 R.., _ c. w ;' y'' .- _•::.*.•.k!g•:•ri:.* -;:i::%!:^-ram.j.. .. 1!. 1 1 J3 f),..,'• 1 • i.f. 1.-t- i. i . 1,4r;,'*;vi.t'i"'§4. ,.",.pv-ivi:•.,:;;,if:,..:,,,,:;,,,y.:77"'t h'.4%-qtr..4', -It:r•r:!=;ti;-!.i. ‘.•••''.' " ' • !"- ' '- p..e. ...,.:.. I ::,.:' ,• ' 1. :f,„1,•„), ,Rio No. VoL t Q Fr P.dX1 ..I IAL , ;04iii..? ...:-:: --. .7 MS. UOMP LOT Symbol gLZ-.4: cryN, 1 Day Nix Yr. 4 D. DATED 6 -C--gtO ic-Itedtx Aoki , 1CseiL_S.A.,. gp..4, Acrrir.11:.:'-'...,f1•21:.;. . IIA. -(44 -<0 - 1. Fill,ED T--- 1 ,1„....—...—...._ AOtalKCW .. nrptt iv hiii:1.6• I n.7-A•,„ ,-..,,i,:, ___ i-9' L 5—•t iivi,,k,i . , be!Af.si;•...' 't, N]P.for S.of IV. rot al din ksi) BLOCKF.P.rt",:' 1. ••• .•- I, . 0.1...Z....— ..c.,vi L611- ADDN 1-7.:.*'.1,1 p-1,_ -g.:___ I % A. 4a f..4 -<-1,r-i 4 15-.`i"3 t 1•7)--- -- .Z.... i,JUL . 1 4- -,..n a.-.A.i:tt.LcA 17.- Ge.- 4 iti. • T...s.,,. ::,..,....., ; L.L-- 4. 1 riF• 4 14 i 41 388-2 kow .Tan 11-45 by Toe 1....,111wards and --argaret '‘'+'..r.:d%t -.3-•,i , te,cw bet ,To. .. I- -----• --,----nliott np tor sw ; :.is at s in jun 28-47 1 1- :Ui John .7.:•;111ott, 3615. : 45t,h -1 ty) V vater System inemt ..Tun 15-45 I C'141 : kV'. °sy 15745 betv. C ...3.Rod, Clare i.4 .13-,wfton, 1-fo....ry -rnolc, ,...i rude L.Doi, ;c•Jth 4..Taylov., P.H.Cu.11en, lira. .G. .13s11, J.E.hay(43 and L.V,..Roe, g 1 and ....i other persons signin- this egmt arid (Amine, arrret—in whet il. commonly 'km as the Vii.!Wool) 4,tit, . System in oeos 5 and nri- 5:1$,- wm kow Whas the pertieu lite ue3h own an und int in what is ocemonly kh as i. the 'winston Water Sy.stem'in s:1 Secs 5 and 6 above melt,. with ths tta.t111:. ." plant on -prop kgre.s the 'John .iinaton plage, and des.1*.e to-kfisatm. ' for the management thOf, now hereby mutually •ap,ree as fol; 41. ',:ht the cxenership of ed system oonsisting of pump; mains, esmts and rts is hby' d1.;-1.ded into nine equt...1 aheres or rt s thto, an4.4: • eaoh of ed shares shall be -entitled tO one vote in all meetings of • c,•,-2: this apol partnership. No share stall be divided end no fraction-:-. f of a share shall be sold.. • .• • e.7.-1/4 1',.-..• 2. Each of ad shares may.. be .solu and asnd at any time by the j.:1.:' • i:;*•. ' holder or holders thof, and the am shall not be deemed a part or ctoanyparticularttofIdUnlesstheownerofthesdsharedes.t _-t.. to make it a part of suoh .1d 3. lieel owner:Ili-tat'look tip his own pipe -to the ma in, install 1/4.•'.'4,•,1-`,-his own Meter (the Meter to be subj, however to the approval au. ,..1:•-•,...4Y inspeorion of this oo-pertnership) and aeon shall keep his own- , • ,..-4•.se e„. pipes and meter in proper clonal I I, •:!.. 4 Ise,-...zi.;1•:.:;b7 ii..•Wheitever any .member shall sell or assign his int in sha.rep4„.,....-.;::,.i, the sin will. not beoome effective until transfer 'on the bOakS ..".1 .1-'•.:';-. .i.;:: of tha....qe»partnership. It shall oe he duty .of the no-lertnersliilkip.4,,,4.:c.'to make ad issitt .on its books as soon as .',t reoeives written' alid-•':. r..':`,!!'i such .t .ranefitr.:' vt"-34.&44.`''''. 1.; .•:,,,,::.5. M.441-0-greed ,$ht eaokhol tder of a snare shell be enttti .• '._.-:i,`i,• •e^.,,E,).• 1...V. tit 5,0•0..,Otk:St of:.vake;•.. p a- `....-a, for woh-he 8:fell pay $1..- ..,' •,1).:,,y.e0.:.4,ft.: • i el — • For apeldi!!1.41.,Wiitilri...lia..shall pay 20)i for eaoh 100 odb.ft/WI,i,*-": 1.-S' • "'" - 'of ad 5f.)ti-lebNft! durin „ aeon mo, or part of the mo, nor viola •':,......:)•.'', Y:: •: is. used. •"-. ,,.. . ,, 4:P:.. • 6.--It....Le ateeed;;:.tht i he ..shareholder will, not be entitlekvto .. ....51:• : 't.i.,..f:'. thsn his pre rata of water unless there Is excess for leoX14.1e) ••••_::. 7. It it'enatikealy agireeji tht the failure for more thati.64:47,- to pay the ad mo dues; shall osuse an automatie., out-oft nr.11•::,,!.:;.4. -, 4.• .4..-.7r.j'e:;:,i.,..,,,wafer supplied to gd Oareholder, ani the sd water Shall..1 .„..',....,...,_:,-,-...;cA. thafter reinstattIhtll ail. dues and assmts shall nave 4..L1 togthr with a pe - itylOf tl. for eaoh no, or ptn of ma, b; • ..-1-_,14:--:',;:::•,',. ..,.: i,•:„,. clap during woh ad pays have been delinquent. 1.',..,.::-..• ,, iori ,• . 8, Eaoh shareholder agrees not to waste any weter, nor to.r,;:.•-:-i.X..j.'•A than his pm rata outptit of the system, unless permitted -. .-;:•:.::: 43.7..A2,'„; I. E.• . unanlmous vote. 4.41. '..,:;‘'.-4-16^., I C .'..., 9. It is.mntually agreed tht the Management of this -oo-part,:':,':;:;‘;.,Tk:e. shall have the rt to go on the Ids of the members hot, ws14.-70,1,-';,ii,:i•-3. by water undsi this Elect in order to inspect, repair ..Nik ., . 4..‘1%. *.7.-. • fl;. otherwise .servioe.the mains supplyln2..; water under tli - It. •::•'• 1'7'.' -• - inspect the usage of ad water; and esmts for suoh,. urp are..,..,,,,°.- ,,,-,, ,?•-,,,,.,:, granted by •eaoh of the signers hto to this 0.0-Pfirtnership:Soiki. ..,. Tr10. In the Arent tht it is n€4 •to add new .e.-iiuipment or'llitt.r410:.• i-.•7. 24,..,,....a,,...:-•output of sd water system, 'or ttovvp-palr he sin, and the inoora ,p,.-i-;",,:-, c-6--pc -"..nership in insufliolent meat s',1. expense, then the e-,-of the majority of the shasea'at such zneating of the shnneholdiiii „•4 vote asserts upon eaoh of- The !.7 till r fl ti o 1 d e r s for his ,-)ro rate pt,d' PT91 expense, provd bowayeritht a written nte substantial ly ootlinin *4 .4 plan to levy assort shell hnve been aerved anon each shurenolde '.*It?'-• :'''''luest 10'uaya. prior to ad meetinc. 11. It is agreed tht a ueajority :ft' tno -..ara.)-• :re small oonsti,;utf•1 quorum f or. the transaction Or hue of' E.1,:.: co-oertners,:ip, and tht-b.I. me.forifii.:90te of the. membership 5;431.1 (1cilu !.,11 -utters, unlaf otherwise spAcit'agreed. 14 - It la egpeed tht by-lews si‘/A 1 bo adopted to :.:overn the imaetin..ge oonoerifin,i the co-partners hip end the water. system. s) 1!. 44, •::-;: 2..A 3 gi 77[;/'q . • . c • 2 Mt.. • '1.,,. 1.,,, i ' k!. : ' :.' l• ,':• . ...j.r s.::• 'ow...e.•- • •• , -7 ert:-.. •c••••-•yet''•••*•.1•(.......-J/e.AP ex 0, •••• - ' 4' ' Zi-$....-- 1 ..,. ett .-‘.. 1 •57/ -47/,.!..3: . ....)...„4.... .-...,4•70(.." • ,•-_r ...........4,..2..,.e......re../.44# .... .,4t, . e w. . 0 4,207, 7r .p7 •,/cia4e. . ...vvile.- .1 Elm i,...„ ...-- iy.,..0. 2-fri1.4 ..4e.--44%-4-' . •44k -.5•44)0.szurir sc-22,.. -- : . i. • • .. 11*.'tf i' t .' tr s, r i'r i A, 1• , . 1 . . f....' E,,p.,-,.tre*L" "44 nt'S IVelozA ...,.s44) ........./ .. .. ., 1,:....-... • u L. , ,-. , !.....4; :ex..4-)rev.ni•Ak-i,' 77!"..12...r" ,117; ... .... . 4.'.:::.--,•-•',.... :,,,,:1.• oc., • r •t 41.4444-4/ 'diti '41', err::5 64,p .1;144,v,p,..r: ,i.- 2•T.""f I ,-C• .' : . .. NI:'-'.,...;••••••,.,,IA • .. 144%,4,1:,' ...,' ,dirT---IV •,...-.1 :::Ly.•.: '.•• .••I ... t3.. ..i , JP 1. oz.: ,•'.1, :1-. ••:i , !- - •• • •41viat've•?ifliZ4 ceP: 2 5;l677> ilig0.!..10.A..7.2f—,2-1 . ...; , ..". . , •:.,, . . . . . .0 p-,A, ,.e....e.4„)z.o:...'"' lyLLJ a ,.-..,:;.;;;:: : .. 7 t.•:.•.-.IF.,...• :,'.•,..•••,)41::..'.%. I .• 4•.% 44 ...red..) -2.2 •-• ,. ...'',: :. • 1 •• ... . ':...:. . ' ::. L' .:-.1-1..5.. :•,•,:.:'•;), ef.4.IV, erci,i0,. 4t .: 4 -*1:1....1 : i(2.-erdr.z., .i : L I .,.:'' . ' 1 .:. ... ..',-; 1..i.'".. 47 V..,..r.14/i4.774•,%1:gr LT,F .1:76_.. '. ) • -‘ ...: ... .: . .... .?. . . . 44:.. •4....5,....„!, . . w. ... . 7141/401..30104r. 711151011e4e'. 4'.4t!.4•424.104rje.ACI4e*4°4°41.)41547<4V.... ' I' ..''''. ! ''''; q14,..t:' .V.;j!::!'"...., ". ..,.t !.... .:: '. ''....: !" . . :' 0 i ': ..':.7.,:' ::,. .i ) :•:.'' :' , . • . •V, ....,,k. a ..•"" X•-•'-_,..... 44.:4:.'t 'Wirt. 'All41404410 fore 0'14.r f. .1:-.; -• ; ::. .: TC.7,..LCa-: i.;.. .. • 40411111-at.Agi• a:440 . '..' ''...C i . I : ... 'a ..L: : Gil r.: -- 6r :'‘..i•1 ''r• ••• . t : !. ii•'. ..,.-':.f.'• •.„:"?...-"?w'i a..r ct. ...rs‘,...„go; T.• ..t.,4- . :.:: .:.: . .,.._. • .... J 7 : ''''' • .-. -- .. a,,.• v,Nix', .2.1.1-4,, s: i4:••'WH.: ;:...4.,,, i f1r•-jJJ" ii..zwif-•.' 1,1.4.17.444::•—•• • . -‘,..L.L.4.......i.tcriiii 1244. :::::2, ., ..P44 '''', .: . ..: ._. 7.- .:::-,. .--,•:! r:• ; . 11:..' 0 Ar'It/•t.:,0 i ....:'. .2 71.-...-t.: . 1 -3 . "''''' ,' '• '' . v• ,24.144i.66,41101, e - ' .; r7,-, t: t, re c-.7 ..r.:••.j..:-.7 •%.- fl'''.''-'4.."'' . ....741f..4.4i.Rsiedipt. j'" .13 9 6 g'/ :716P, 1. 0.4-,;42,i. 4,34'..74C;.;;44z1:670r.!•".c -.isi•! • - f..-. ?.;',...'..;:e::::4,...',Z; .1.,,f.-%" '".. :': • 1 , r.iSk. . . . , r,...--.41'..14•0: -4.41-44.•te.,.1t-i-ek)cnsara.Zie J.i. . ;f= a . ,u - F.t,I.L;:.,X:. . . ':.!'.. i:t r. C ..: c •`::::,:i.:1,; ...,:7, 7,,1••;:....--'..Y. e-1 • I::t,:,::•........ •- rl.r!.."0 ' ,ei.g.ri.._+, ,-..iiiivii44.*:4:t4441,..u50:, . . , ef , .si,. ,. , ...•, A,-: ..... ..ti - ..... • :.1-- .,.. 'fru'''., .. . t-0•47414/ ••-•-•1L,1410..•.4:•;.-r,;.e.j.-..4.ski.i.er;..r.tc0 I ,..7..r. . •• ti.2)11--..:•.... t.;: • .ii.:,.. ...1 .t;.! '.'"'.' ::•• 0:,... 7•••z-,,, -e"Is .: ..o7r.r...72.g ' 1Si: ',..::::)...4.te*At'y..!'', il::04. f.v " Am!.57P'..!;-,4 -•• ::: •:..!Z`Z"'1 ;_, i7t-,,,,•71.•te."'.•...'!-;1.1 c•••‘'...U(' ..': "•': 1 A• :''' -- • , s .. . r , ,!•r-,c.A..fir 7 ....., ,., .: ,..,.: .... .. . . i::,;,':',:•.'lil?..:.'.'t.,: - ' , s-,•: •• :. •:!....- f I • .; V1).A •,43V-:C. i •" " i1 •': 2''!1...,'-•:•••••'" i1:tP,i 7t. i: , '•.' • -. • •. c• • C.C.Hoe 111 Clara S.Winston Harry Arnold J. %Lay as L.Ado wath A.Tuylor kcw4r1"1 411.1n --45 by mold, Lr. ie LDo , tut t± L.:?aylor, P.1i. ;ttll en, g.::.3•311, Roe, Anna .P:rien np ror sw res at axis ntop ;:cr 20-48 Ml VAm, ..0owan, 3o 393 iwnton, •'ash) D Jun 15-45 478390 Out 10-41 40. .55 irax . 5U a-t t 0 Ridgelande Aoreage a. Development Co. a oacp to Herold V.Dpvie AM H7.FhAth v i ..ta r r ti-r . :•- 6... s.•;, yY dfl:..;,. i,..j l y:$1;_• M. y... 1vra 1r may. !j .:-'.:..:`4..: ,- An Opd- `o : .tihi :airy of ;.. " .' . ` r 5.:.. tJ Lctld. rrs..$4 51>s',. r, + .•w Jurisd oatioe :of •thedity ;'.. trot pollutio doolar et . proscribing sots obndt. ot-. . . water • ihd rot Be it :orus-;i tad by "t or'::dl :.,. ' . r: 004 A-ot::"' ':,_..; theCity of bent ,as Section L. For the oS0Of: b .;: otarnishedtothe .iohab tob.4a#`fa :.i l-R .:i;:;.sgd-',o i from pollution,. •and for 'stir y a o, .4 :prot ti.on.:o "`:'.- : the urity. of the City No. fl$ :$1 ,p•-td :1i ut'# # t °:``' to 'chapter 227 Of laws of 19 !wand Q 4 30`:ead::: ' 35.88.090 loci, the City of tooArbi.'deolai s• uriidiotio tt over the real pty hrinbelow delead, and 4001aris ptys• sub to the restriction" imposed' by. atorrid Tara and by this ord, ad pty being occupied by or adj and driibiag to the works, reservoirs, systems, branuhai, pipii ,. springs, .creeks, tributaries and streams MO 'Alm rand' beloergrOunel, or by sans of wah the city of'.Renton obttani,. sostsls*es,: stores and transports water furnished. $; 1 t ' n abitaplt '"`of c, • the city and adj areas uupplied„witb WOO' thro °i:t munioin 1 water avntom of thi ittvs sA=.:atvr 'bad fi G.t Sri. 4719476-2- S Beg at the intersection of the B in of 96thAve and Is the N In of tp 22-5 RWM; th S alg the N in of pd tp 22 N to the W In of 104th Ave Ski produced N; th S alg the W In of 104th Ave SR produced N to the N in of SW 200th St ; th W alg the N In of S$ 200th St to he S in of 96th Ave • S; th Nly alg the Sin of 96th Ave S totke. N In of tp 22N, being the pob ail sit in tp 22-5 RWM, Section II. The .establishment or maintenance of any slaughter pens, stock f oFdgnguyards,orpunrsi ioles the osee deposit or maintenance any subsaanoe, or the conduct of any business or occupation, upon the pty hrinabv desod, or the creating or allotting of any condition upon idpty or suffioiently near sd pty tocausetheaforesdcitywatersupplytobepollutedorthe purity of sd water or any particf to be deoisredetorbieunlaMfiil, endangered, is hrby prthibed and and is hrby further declared to be and oonstitute a nuisance. corporation Mr Section III. Any person, firm or rG r fratins things shall do, establish, maintain, or create any or conditions hrby prohibited, or shall dv any of be things hrby declared unlawful, shall and ehalled-guilty further be or guilty ofon and o.jintaining a nuisance, a misdemeanor; and any such person, firm or corporation con't )res 4719476•03- shall be sub to pr.seoution for creating and/or maintaining such nuisance and/or for omitting such misdemeanor, end upon oonviomtion throf *ball be puniebed by a fine in any sum up to $100 or by i riaonment in.tse city Jell for any period up; to 30 dys or by both such fine and iiprisonment . Section IV. Thisiord, in the defining otjurisdioation and restricted area brio, shall not be demised or oonsiirued I . to be in derogation or limitstinn of any Jurisdiotion, rstrns, prohibitions,. rights,, powers or sits areas sub t otherwise existing under any provisions of law. Section V.. This fiord shall be infull force and off 2'omand after its passage, approval and publication. Passed by the oity council this Aug 7-56 Elton L. AleOxander, City elk et4 Approved by the Mayor this Aug 7-5 Joe R. Baxter, Mayor Approved as to form: Gerard M. Shellan, city atty dt of publi.ciation Aug 6-56 M1 to Haugan & Shellan, Box 626, Renton, Wn RES* r 4 w F FASEIE NO. 5-22-5-72 4 FIiED FOR RECORD AT THE REQUEST 0. CASCADE SEWER DISTRICT PRQ,T:.'T 1032E S. E. 176th U.L.I.D. No. 48 Benton, Washington 98055 Louis H. Goldmann and Ebba A. Goldmann j 19219 - 102nd Avenue S.E. ORentcn, Washington 98055 THIS EASEMENT IS FOR THE SPECIFIC PURPOSE OF INSTALLATION AND OPERATION OF.A SANITARY SEWER SYSTEM BY THE CASCADE SEWER DISTRICT AND IS EXCLUSIVELY LIMITED O FOR THOSE PURPOSES AND BY RESOLUTION NO. 1217 p EASEMENT i cl C S TN 1''URE, Wade,this 30th day of June II1 t 00 by and between CASCADE SEWER DISTRICT, a municipal corporation of King County, Washington, : hereinafter termed the "Grantees" and LOUIS H. GOLDMANN and EBBA A- GOLnIANN hereinafter termed the "Grantors", WITNESSET H: That the said Granto s for a valuable consideration $2,`18.17 , receipt rho . of which is hereby acknowledged by the Grantee, does by these presents convey, grant and ` if' v warrant unto the Grantee a perpetual/temporary easement for sewer mains and appurtenances under, through, above, acrcis the following described property situated in King County,• 11001 E . vashi.ngton, together with all after acquired title of the Grantors therein, and more par- 1 p lcularly described as follows':1, IX Sf.C.a v ,-ET,'., ,t ILEGAL DESCRIPTION ATTACHED f . Re -ds Cif=a.;:: - ' BY 4 The Grantor warrants that their title is free and clear of all ens mbrdnci except bt 1 If the property of the Grantors at this time of granting this easement is un- ti 1 If platted but is platted prior to the recording of this document, then the Grantors doherebyauthorizetheGranteetoaddtothisagreementthedesignation (volume and page, etc.) of such plat. 4 The Grantor acknowledges that part of the consideration being paid by the Grantee is for any and all damage resulting to or resulting hereafter from the possible interference of the natural flow of surface waters by Grantee's digging of pipe lines which may disturb the soil composition within said easement. 14 The said Grantee shall have the right without prior institution of any suit 2 r proceeding at law, at such time as may be necessary, to- enter upon the easement for the purpose of constructing, repairing, altering or reconstruction said sever mains, ormakinganyconnectionsherewith, without incurring any legal obligation or liability therefor, provided:• 1) The Grantee, Cascade Sewer District, will restore Grantors property R to a condition as gopd as or better than the premises were prior to entry by the Grantee, -Casccaade Sewer Distii.t; 1I'•' 2) The District will exercise its best efforts not to damage any private I improvements on,the easement herein, but if it does so, it shall repair and/or replace said improvements; 1 I-•.I g'fruit 11l,, . + , ., I.Ii r j -.r.-- if--1 ' d G O i ! f0'Fruif - 0 CP NTINti 0IpNT!n y . t:'.-; 1.`. i• 1, i-0..,c ,sn.0 13 1 c F. .. 9 I f. L y •' ... .. .._. 4'- , ..., ' • r a . I fa.. ..,,,rtj, I .------ 5-22-5-72 141118H. Goldmann and Ebba A. Goldmann 1 19219 - 102nd Avenue S.E. tor, Wr!ringtc.-. .98055 1 LEGAL. DESCRIPTION 7 ,i;' ---t of the South 660 feet of Government Lot 4, Section 5, Township 22 1.gast, W.M., in King County, Washington. t.Ai-li.L,r..:. • 4,r" ti:' ,..''. .: A , it 30t5.feet-of the South 961.5 feet of the West 660 feet of Government 41 -s';- -L;',"''' '.1eCtion:5,-lownshiP 22 North, Range 5 East, W.M., in King County, Washing- ton,:f-fit4'•4':':'7.-cfr'Z'''^r.i ?'''...5A. 4.:•.'..''''''Y I'','::'1,.., .. • . . • 1. 124111 ,,,:: 1- EXCEOftlii2iiii 20 feet thereof for Road. ftt,,,,--z.--.. „.a;f--224 - • '',:j .,.,...;..,..T:,. ,...;,.:,... . -.. ,::.,: . . . . .. , rryftWo2FV,4f.',:. ' .':-•:•.' '•-''• - ''''''',.''..'''''"'.' ' - ' '- t • :f.• Atlig{,Crt:':,i•:;j Said permanent easement shall be described as the West 5 feet of the North 60 feet ii•yiz.,•';, .,' . ' S ,, and the North 7.5 feet of the above described Parcel A and the South 7.5 feet ofp " .. . the above described Parcel B except the East 275 feet thereof and that portion oftheabovedescribedParcelBlyingSoutherlyofthefollowingdescribedline. Beginning 275 feet Westerly of the Southeast corner of the above described Parcel B; i ,,,..,..;,54 : Thence Northerly Parallel with the East line of Parcel B 7.5 feet to the true point A Al,,.' Ito,;•,.0'•4.— . of beginning of this line description; I.1''W, • 'of t Thence Easterly to a point on the East line of said Parcel B said point lying 15.00feetNortherlyoftheSoutheastcornerofsaidParcelB.and the terminus of this line description. 1:--: • :-• TOGETHER WITH a tampon!, construction easement described as follows: 1 4 '4'.`'•.: The West 40 feet of the North 100 feet and the North 30 feet of the above describedParcelAandtnySoutherly30feetoftheabovedescribedParcelB. Said temporary construction easement shall remain in force during construction anduntilthesewersandappUrtenancesareacceptedformaintenanceandoperationby tt• the CASCADE SEWER DISTRICT. I . •:, 0:,,,,,•?..; 1 7.: 1 Yi I. i ' : ,.:41: : 1 1 i i • A..!' 'f'; ,i A 1.' t .- .... y, Y sq 1(44„if 3 7 il,...1" '' `• N'7".!. '' j 0- ''.. " •'. • i: l'„ •:.'•i'-:!! 14b- . 0 nol 1 1 7t.f.-i ..: • • . 1.....,..... t: z „_-_, i'1 • 1 7)I 2 1 I 1 P"tirvi FYI (-4 1,1 8-Fruit4.--' , • IL4 -) —irt I i U C,I ;‘• 1Z1 7i-1 5- I 1 r3 lo-Fruit MI i';:,, .1-li 11 k.)-(1) N 11,0 kl 0 i>I c I I I 0 1-- "101 23 1. . k),) 07.) I li III I r—2 1.?,.. I I- Pirt t •e..-.j1.:r.'' i I\Li I I, zko •Ife",,, '•' ' • I 4 r- Ai-. ;;;;',4..:,,. -I 4••••• -• , I IOS44' 4 ;{Iii 4 — .. MW148-4 T I • t n°,r.#4• ---A1M-1"1-wm. r:Sir= 00mmiimer.... . I y _' E.111111=113111111111111.__i_ h,` EASEMENT NO.5-22-5-72 EXHIRTT A.— Page 1 GOLDMANN iC - ':.: • SPECIAL STIPULATIONSi£.'. 1. Fencing, drivewaysany privateimprovementsggravelorotherexisting in this construction work area shall not be disturbed or destroyed, a= ..,{' . or in the event it is necessary to disturb or destroy them, they willff=.•.! be restored or replaced in as good a condition as they were immediately prior to the ccniractors entering upon. the property. •• W.N. 2. The red metal fence posts with painted white tips and the wire fencingr;,.•,,; e, shall be removed by the contractor and shall not be re-installed. The wire fencing shall be rolled up and stored, together with the metal posts, in an area on the property to be designated by the owner. 3. The construction work area will be seeded with a good grade of pasture grass during restoration. co 4.• Fxcess dirt material removed in the construction work area will be placed and bladed in location on property designated by the property owner, nottoexceed150' from thelconstruction work area. This bladed area will beseededwithagoodgradeofpasturegrassduringrestoration. 5. The contractor shall excavate all materials that are encountered in thel''• trench to the depth shorn on the construction plans or as directed Ly the engineer. Backfill in the upper three feet shall be compacted to 95% of the maximum density. Backfill from the pipe to within three feet of the surface shall be compacted to 9C% of the maximum density as measured in1 accordance with A.S:T.M. D698. 0 • • 6. An engineered fill shall be used in providing erosion protection in the i trench. 7. Driveway ac..ess for ingress and egress to rental house shall be providedbythecontractorduringtheconstructionperiod. In the event the owner needs to cross the right-of-way during construction, for the purpose of hauling hay or wood, the contractor shall provide steel grates over thefopentrenchforaccess. 8. Any existing underground utility lines lying in this right-of-way,shall be located •far enough in advance of construction to prevent damage or I/conflicts. 0 9. Contractor shall provide baricades, as necessary, to prevent public tres- pass over the construction work area right-of-way during the construction period. 10. Every-effort will be made by the contractor to save as many trees within this construction work area as construction of line will allow. 11. Construction tire on this project will not exceed 90 days from day of entry co property until restoration is completed. 12. It is agreed that the Caslcade Sewer District will install and channel the A% base of Manhole 48-3B and relocate and channel the base of Manholes 48-3 andk ' 48-3A in accordance with-the property owner's future development plans and 1f install two (2) 6 inch stub services at the owner's designated location forfutureconnectionsbetweenManhole48-3B and 48-4. Said 6 inch stub servicesE will be extended to the edge of the permanent easement. It is understood by all parties that the cost of the additio,:al Manhole and channelling is inadd•i'lieu of four (4) tieno-i• stub service assessmeni.. 4 . r— 7- _i lc c:.-.. 7 ' Sf i , 1 v W m -,I,.i_ i nIl& C'N _ I m y v'K- p Ir :.3 ! lo-frait . 9 o 03IIIIIIIINTI -1i .DI II o N n I 13' H"4854uPt A V . EXHIBIT ' - Page 2. r CONTINUATION OF SPECIAL STIPULATIONS 1;:..F.e,T14's-;•.. EASEMENT NO.5-22-57211,F.,...:,.. ., 4V•'.. .' . . , : GOLDMANNl :.e-•*t-r. .:•‘.•. '' ' 471P;: 13. Future 8 inch sewer hook-ups will be available within this easement r$: ,.,,-,':,,':'.0,. vi ig z...:.i-,„"-•,, .N,,„,.-4,,••-,....4,.•, ,1,,. . •:. . • - right-of-way to the existing manholes upon application to the Cascade 7- 11-,--Q.e.ft,: ' ::•,,.•;,-p...... ..:.' .. . Sewer District for a Developer Extension Agreement or a future, Utility i t-...alo.h.•it:41::,'w4:.; ..•:•.:'..,, .,,.:. s.::.. . .Local ImproveMent District. ,A Developer Extension Agreement must be . . •• • . ,'..';,f: -.:, , P1s74.:<qicvl,Til.,4'.6%"; ••',- " : '...• completed prior to any construction..-.• ::.-....'.. .y . .• 7 421;57:6i,e&Q.t•fA,4t:. :•••;.,...•:. .•:.:;..••:::.!.....',:..• ',•.:•-:!.:.••••'':..••:•:-,,':,17;''... --. ,...• :•,•;,...,• •••, •••;•:•',1;'......:':.' .':' ..,:'•:','.1..•. .. • • X'•!•':' n.,??,,,'.,TrigtiTiVMTV: '•.-'' :' .' ''14.:Future'6'inch stub sewer hook-ups within this easement right-of-way,W.:34..,. : . . . to the existing sewer main, will be available to the property withinRi-a,":it4iFt,i4.?.;;; ;t•'..•w'.:. : N.1...-U.L.1.D. NO.48 upon application for side sewer connection and payment g.:.::',/,..M:•;.::',7k.4!", l'ii* •', .. 7,0,%•:,•'7.• of the General Benefit Charges (Area Charges). The side sewer connection w4t0:;''".kr.,-7::•.'-'''',A''' .' . •••. '.. • ..may'be comple d by the owner or his side sewer contractor in accordance I. •.143,4*..'r.;,'I'.1',1 :414i.k... . •with the Cascade Sewer District's Side Sewer Specifications.r...4,.., :...,... ..:. :-* . 15. A 6 inch stub sewer will be installed East of Manhole 148-38 for futureii-,•••„ktf:,i / .'1-.744'connection to serve house 019225.1,.v.,,.i••' ',0i.i, '• . A-t.,.,:,.. : • •-• • . • 3•1;c:t-..;-, -404.:, -. A :.•..1, 1.4,,...--i I,,, 1 i.k!'7-..",:.-2';' ',' P,....:. ; 5, • :u?..kf,.-f.i.,5'. .• i t.,;:i.4.. . 1 '''.";',T,' 14"i' s- i : 0,.:- .:: i . :.ti 41 1 f'• l'7...".:7:i A , ' ;41:41 • 3‘ .,. 14- ;4• 04- t" f;....1,;:::-;1:::1.0' . 1 '• ''.''ij/ 11 I ‘! • ..4-.:',1 t• :_• , ...... f. iA •...,r r..v,. .../..)4 ..1, ',.• 1..,} •, i -' •4#:::; .1.' S:::' .1:41,`, • 0,,,i,,,• .•,)i , qf: •4,.* e• CO I V 1 0 D I 7.-1'. 16g'..-1 I°. • • r":-1 4""'..14 C ....I qi? •.:: .i.4,; I 3) p-1 vi 1 ril rd om 2. . - : - i C121 4 ., 8-Frail' U 0 rn 73IIgP . = II ...1 CPzIAi0.. . 1 p IP Fru,t il N 11 N 11 0 Gs 1;;•- -:, 231 I III 15 .r• .11 in 4...._ .i.71. . '•-4C •I 1 Pill I °4...:.--A•/..,.1'.i.., 1,...4_ 1t.t; 4 Y• k,''3'7.;.e4 ; ! 1 • Shru 131 i: '1..7 41 1 .:1•., I MM 48-4 f I irv)...ei- --InSmirmr;.= - • • 5t,r.......:: --i!-:;,..f.!:.•• .., -4 : - 111111111111111111• . r--- GOLDMAt•uL ' U.L.I.D. 48 BOUNDARY C KloTE_ 2 -co„ STUB SCRN'ICC: •To 13 E LOGA-r-ED AS FCLLDu :5-22-5 l. ICo FEEIT W EST pc W ESTMARclINd(I) m J -PARCEL.,a.' Z. FEET NWFST lOF2WEST ao7z z I N MARCH.N NSC ' 1 219 o,i1 1 tt <= kQ rt o N J I_ 2V_ T.51PERM.ESMT v 2 V03 20y ___, -`( 275' Q • • F f'`_o P IHI N 2•Mawr v Rtz, t CO jr---7.5.PERM.ESMIT 5'PERM.ESk1T O CA Z m v 2 2 I,. T G_ L O TEMP.ESMT. I V co MNWLB I C11AhIRiEJ_ 8"S. HtO I 8003140110 m. i , 1 EAS MENT QO'TEMP_EASEMENT 85 PA¢CEL•A" LgoopOgQog OTAN I 4.1,driala mili me am N'' f'ERM.EASEMENT U.L.I.D. 48 BOUNDARY 4. i.40111 i ' I i I L.n NN'EASEMENT NO. 5-22-5-722 3) Restoration--replacement--repair--shall be completed within ninety days of the date of any entry by the District and said restoration--replace— ment--or repair will be of a quality and/or quantity that is comparable or better than existed prior to the Grantee's, District's, entry upon the easement; 4) The above set forth conditions shall apply not only to the initial con- struction but also to any re-entry by the Sewer District that becomes. necessary for repair and maintenance of the sewer line on said easement. 5) Any damage and/or removal of any ornamental tree, shrub, fence, or rock- 0111 ery shall be replaced within the aforementioned 90 day.period by the District, and special stipulations attached hereto marked Exhibit A. j The Grantor shallretain the right to use the surface of the easement if such d f` use does not interfere with installation of the sewer main. However, the Grantor, shall I • not erect buildings or structures of a permanent nature on the easement during the ex- p istence of said easement. 4 :. " N p The easement, during its existence, shall be a covenant running with the land 23 and shall be binding on the successors, heirs, and assigns of both of the parties hereto. I CD IN WITNESS WHEREOF, we have set our hands and seals this 30th day of June 19 80 • 9 yC/r c y 2 I •, iGod.•v+-v1 C;DUI5 H. ,'GOLDPI• i c.,_i,J-r_. ``•t• y O.l't- —,L c r •v, rr' .14 EBBA A. GOLDP1ANN/`, i. ry STATE OF WASHINGTON ) ss i COUNTY OF KING ) . 9 ON this day personally. appeared before me LOUIS H. GOLDPIANN and EBBA A. GOLDPIANN to me known to be the individual described i,:•:in and who executed the within and foregoing instrument, and acknowledged that THFY r .1! signed the same as their free and voluntary act and deed, for the usee and purposes . mentioned. GIVEN under my hand and official seal this 300nth day o/f June 1980. Ti-;:) XY V.LO NOTARY PUBLIC in and for t1t4 tate of Waahington 4 _.:, residing at Renton,. Wach•i n0tnn• i STATE OF WASHINGTON ss COUNTY OF KING ) 3 , ; On this day of . 19 , the undersigned, a Notary Public v f in and for the State of Washington, duly commissioned and sworn, personally appeared AND to me known to be the President and Secretary, respectively, of the corporation that executed the fore- uf% ;: j.going instrument, and acknowledge.: _• _ said instrument to be the free and voluntary act and deed of said corporation, for the uses and purposes therein mentioned. WITNESS my hand and official seal the day and year first above written. I .,,.; Notary Public residing at iSi fi • x. w,• . tx. ; DECLARATION OF BOUNDARIES BY OWNERS We, the undersigned, hereby declare that we purchased the County South. Half of the Northwest Quarter of Govt:. Lot 4 (King M.Account No. 05.52205— 077—,03' South 301.5 ft. of Northwest Quarter cz) 0) of Govt. Lot 4) , bein more particularly described as: • Com—'+ring 660 f et north of the southwest corner of s r Government lot f ur (4) , Section 5, Township 22 North, Range 5 E. W.I . , thence north 301.5 feet; thence east 660 feet; thence south parallel to the westerly margin o • line of said sec ion 301.5 feet; thence west 660 feet o t+. to the place of eginning, EXCEPT the east 20 feet o . thereof for road, situate in the County of King, State of Washington, r which was described by and purchased from Stephen Sheehan and v Eleanor Sheehan, his ife, by the undersigned, Louis H. • Goldmann a at Ebba A. Goldmann, his wife, in February, 1942. How the L. r Sheehans developed the property lines is also detailed 'as follows: ii A For Sale sign indicated property for sale at .Point "B". f See Page 3 attached) Upon contacting the owners (Sheehans) , th:j agreed to sell one—half of the trac -- the southerly one—half. A barbed•w,ire fence in poor repair was indicated as dividing line (See Page 3 attached) . However, this old fence was not in y :-'•, • line with anything a d ran about five feet from the existing barn. 7' .. ,_- We discussed this condition and the Sheehans and us agreed that thevA I/ z• i: line should be parallel. Mr. Sheehan measured and staked out to r. t> c;. divide the tract int two equal halves from posts Mr. Sheehan had, A See p: e 3 attached) C, { marking, Corners "A" nd "B" and "C" and "D".9 This agreed action established the existing line dividing r, . the property between Sheehans and Goldmanns. Sheehans declared t • L, r., ._ 4 i . // A... A y_ 2— p that all the property south of this established line would be the Goldmanns. Ci rnr Sheehans agree to build one—half of the new fence on the dividing line and Goldmanns the other one—half. We .,jilt our ore—half (the east half) the second year on the property. The other one—half (the west half) was built by Mr. arid Mrs. Sheehah a short time afterwards. (Line X, Page 3 1111.attached) Dated this 23r •_day of _August , 1979, at Renton, Washington. o °. - ?!tuts-.'l Louis H. /Go dmann ritEbbs A. ldmann i t a. '7. L 4'3 q p d 4K• r A 1 iY,5.f;..1-,'-',7.^',;-..' 1. 4.•;:t:.,':..•:.!,!. r.', i....';,.:•-.-,,....::,-;•,-,,,...;.,,k;*..,e,...r,,.,. , • 4ek:'+':'.3.,‘.1:4,0'....'Ir'r...1''':::' 7'".4.-t.:;k...?:.".. 71,..-..•••••••••••-- 1•.•.',.:•... . rtie 4.:Iki ft••..i.: l i:'' 'S.,' 1 46,•,.•,':•-''',. 41:•••• 1.0i: igt,•_, t.,:-.1- - 4.;., i,-i v,i4, 417;• 1 7;0:',N:6-' - 1.-i•,,,A• I. 1-0.,.:: ff,, !. e.':f:y1,Pv .,,... 1s.:..t:--- , 4-2,,-44,0.5..ki.,c.i•-;..,...w„,..:.6,...-.4„,,5, F,.4?,•45,2,1!,,p,„' a Itf::",'k: r:';':'':' il:'ji,•:,''':':':,r,.;,.:'*':': er:.'I'':::..,',,:.,:'r::"'..,-:;::.• h:.••! 4-•....,..,. -4:,,,,,. a 4:4 „...J• t,...••••,,..a,..t;.,,,,, - 15, -‘,.a.t7t.. GIYVH-7:31-1Sc- A g cit-is-ragFirt:g D-N1-7 -Dr igoirj tams=M. 4 46.. 1. v * c 4, 1 u. i 0 II 0 k viesi .sevisw 3 . .221.151- 5 1:::: .,0 giall lig' ltery tvizio-.__imive . X I 1 I . 7 .. C • g a V ,j r_ 1 -• 1i •-Oill c,l: . 0 c • -/L7 1- ‘-P,--/ 7 f • I' in 0;:tj c'.,;4; AFFIDAVIT OF ESTABLISHMENT OF BOUNDARY C:.z,..', § CHARLOTTE ANN CLINE hereby declares that she saw Stephen T. g2 Sheehan and Eleanor Sheehan, his wife, together with Louis H. 11 Goldmann and Ebba A. Goldmann, his wife, build the boundary fence dividing the property owned and occupied by the Goldmanns from. the property owned and occupied by the Sheehan as is more particularly set forth in the Declaration of Boundaries of Louis H. Goldmann and Ebba A., Goldmann. Further, she actually witnessed es ablishment of the boundary lines between1 . the property owned by Louis H. Goldmann end Ebba A. Goldmann, his wife, and the adjoining property to the north owned by St hen T. Sheehan and Eleanor Sheehan, his wife. DATED this 30th day of August , 1979, at Renton, Washington. Charlotte Ann Cline f; -.: TILED r Record at Request of r% ' ''fir C L_ P@CORDER'S NOTES: ._may/ / tti-?? t a »...{••>•......... f••! .......y......... VA UFE NOTAFFIXEDclams.. 1 Add 4: mil 164.1 Ns. ao 0, 5' N When Recorded Return to Harchand Singh 8 13955 Interurban Ave. S., 'A' S Tukwila, WA 98168 3 am x i QUITCLAIM DEED C RRECTINC ERROR IN STATUTORY WARRANTY DEED This quitclaim deed is bIng entered solely for the purpose of correcting an error in the statutory warranty deed that was dated August 24, 1998 and recorded August 31. 1998 under recording number 98083I 3251 in King County,Washington. The error that is being corrected is that whereas two of the buyer/grantees in the statutory warranty deed were to receive a 9/I 1 share of the property and whereas the other two buyer/grantees were Ito receive a 2/1 I share, the statutory warranty deed executed by the o seller/grantor conveyed equal joint ownership to the various buyer/grantees. 8 Accordingly,for no consideration other than correction of the error just described,I,.rchand Singh and Anvrei Kaur(husband and wife)and Amrik Kamoh and Bhupinder Kamoh(husband and wife)as grantors hereby convey and quitclaim to themselves in the proportions set forth below the following described real estate,situated in King County,Washington: PIN OF NW Q/R OF GOVNMENT LOT 4 IN SEC 5-22-5;AND ITN OF TRACT 10,SPRINGBROOK ACRE TRACTS,VOL.12 OF PLATS,PAGE 60. The full legal description is set forth in Exhibit A,which serves as page 3 of this deed.] The real estate just described cgnsists of the parcels that have the following King County tax parcel IL) numbers: 052205-9077-03, 052205-9085-03,and 793100-0144-06. (The parcels are commonly known by cy the following addresses: 19219. 102nd Avenue S.E., 19223-102nd Avenue S.E.,and 19225- 102nd ad Avenue S.E.•Renton.Washington 98055.) 0 Apportionment of Ow ershlp Shares Among the Grantees. Harchand Singh and Angrej Kaur 0 (husband and wife)shall hold an undifferentiated 9/1 1 share in the property described above,and Amrik Kamoh and Bhupinder Kamoh(husband and wife)shall hold an undifferentiated 2/I I shy in the property described above. Dated this L/ 1day of S-- 1- 1998. YThiCkOdvd4 S I ROB e: 1L,+ • Harchand Singh.Co-Granto Grantee Angrej Kaur,Co-Grantor/Grantee 47,711.1 Am rik Kamoh,Co- rancor/Grantee Bhupinder Kamoh,Co-Grantor/Grantee STATE OF WASHINGTON ) ss. COUNTY OF KING On the date shown below,the persons known to me as(or providing me with convincing evidence of being)Harchand Singh and An ref Kaur personally appeared before me and signed the above quitclaim deed as 1 co-Grantees and co-Grantees. On bath,they affirmed that they were executing this document freely and voluntarily and for the purposes forth in die document. On this `f r 'day of 156 Q ,1998,I hereby affix mY si end official seal, Q•, 1 r4 . r, Notary Public in and for the State of Washington I c'_' 'e .• p',residing at Q r- . r . , • , , Date commission expires:G$-0/- 0 O ) J u?:1, wF.sHA L•: E/G 3 7,1s*P. 01//d//i or) , 0 d NMI 1 Quitclaim Deed Page 2 STATE OF WASHINGTON ) ss. COUNTY OF KINGMil On the date shown below,the persons known to me as(or providing me with convincing evidence of being)Amrik Kamoh and i8huDinder Kamob personally appeared before me and signed the above quitclaim deed as co-Grantees and co-Grantces. On oath,they affirmed that they were executing this document freely and voluntarily and for t}1e purposes set forth in the document. On this 'It—day of SeSOrFar9iod ,1998 I signature and official seal. Notary Public rn and for the State of Washington residing at 4.v ro l) Date commission expires: OI-d e, ) O 0) O CC 0) 200401220,01771.001 1111 2,0040122001771 111111W SINGH 00 EAS 21 0e 01/22/2004 13331 KING COUNTY, UA Sri wIW i S /ga Return Address 5 ' 6' 55 240 * ''? S cent 14,f4 - 4t2;3`'yz' I EASEMENT - Indexing Information required by the Washington State Auditor's/Recorder's Office(RCW JC 18 and RCW G5 04,1/97) Print last name first) Reference No (if applicable). Grantor(s) (1) 2) Adel on pgel on Grantee(s)(1) . 2) l pgon 1 on pg Legal Description(abbreviated) Add Assessofa Property Tax Parcel/Account Nos Grantor 052205-9077, Grantee 052205-9085 Grantor Tax.Parcel Number is 052205-9077,Gran Parcel Number Is 052205-9085 For valuable consideration,receipt of which is ereby acknowledged,the Grantors) R F/'+,A1•ID S/h i C)-/ hereby nt and convey to the Grantees) j ra p.eiFlnD 51 , their su ssors and assigns,the nght,privilege and authority for an ingress,egress,and utilities easement,and to construct,improve,repair and maintain utilities across,over,under,and upon said ingress,egress and utilities easement located in King County,State of Washington,to wit EASEME See Attached Exhibit A In exercising the nghts herein granted,the tee(s),their successors and assigns,may pass and repass over said easement and may cut and remove brush,trees and other obstructions which in the opinion of the Grantee(s)interfere(s)with maintenanceandrepairorinstallationofutihtiesoraccessAnytrees,shrubs or fences removed will be replaced at the grantees'expense or at the expense of the utility maintenance contractor Said Easement will also be for the benefit of anyfuture lots that shall be subdivided on the Gantee's property The covenants herein contained shall run with tie land and are binding upon all subsequent owners thereof in Witness whereof, the said tor(s)executed this trtsttum›, tins day of 20 Ck g antor. Grantor xxxaauxuxyrr s.•G,AE L B ,,''•.. STATE OF WAS GTON 10 NO T A R- fp'. SS (INDIVIDUAL ACKNOWLEDGEIv1ENT) Lt F`- County of `' s * :7.k3 b E jOUBIIC : 1. I certify that I know or have satisfactory evidence that/Ole r A p Si U K a - -aye r . w*, a,,aoo'k.(,` O••.• appeared• me,and said person acknowledged that rZ signed this instrument a>T&.'4 4 it' s to be free and voluntary act for the uses and purpo mentioned in the instrument ar'1iiai'.x x Dated this l ST day of 20 6 20040122001771.002 el iq THE SOUTH30 FEET OF THE NORTHWEST QUARTER OF GOVERNMENT LOT 4,SECTION 5, TOWNSHIP 22 NORTH RANGE 5 EAST, .M.,IN KING COUNTY,WASHINGTON; LESS THE EAST 30 FEET THEREOF; l 1 20040122001771.003 r 4 a Tq pQ F L.a r 1 3o vie I L,3s`+ 1' 1 4 9 qo g5 d' C)Aff.,dia i11.. iYi Critical:Ar`eas- KingCounty velo ment and Environmental Services f Department of De U,1111, ildi 1 4;:":'f: .:;..;". P3 Land Use Services Division 3...., 900 Oakesdale Avenue SW Renton,WA 98055-1219 206-296-6600 TrY 206-296-7217 For alternate formats, call 206-296-6600. STATE OF WASHINGTON ) S COUNTY OF KING File Number: 1.05 ' Od 1" Application Name: 1//`-yvj Po/ 7 " Pl-RT Project Location: XXYY /11 A-ve, 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 ti-e applicant for the above project; 3. That to the best of tie affiant's knowledge the critical areas on the development propo al site have not been illegally altered; and 4. That the affiant has not previously been found.to be in violation of critical areas regulations f r any property in King County, or alternatively, that if there have been an, violations, such violations have been/are being cured to the satisfaction o King County. W-4 D6 2 PPSignature 7-o5- A /'Aid/oilcan Date and Place (City and State) I certify under penalty of perjury Lnder the laws of the State of Washington that the foregoing is true and correct. W D JUL 0 5 2005 Check out the DDES Web site at www.metrokc.uov/dd6s0. D.D.E.S, AffidavitSensitiveCriticalAreasCompliance Ic-aff-sacomp.pdf 12/19/03 RAN Page 1 of 1 State Environmental Policy Act (SEPA) Checklist Deparlment of Development and Land Use Servic Environmental Services Alternative formats available 900oakesdaie Avenue Southwest upon request. Renton,Washington 98055-1219 206-296-6600 TTY 206- Purpose of the checklist The State Environmental Policy Act (SEPA), RCW Chapter 43.21 C, requires all governmental agencies to consider the environmental impacts of a proposal before making decisions. An environmental impact statement(EIS) must be prepared for all proposals with probable significant adverse impacts on the quality of the environment.The purpose of this checklist is to provide information to help you and the agency identify impacts from your proposal and to reduce or avoid impacts from the proposal, if it can be done)and to help the agency decide whether an EIS is required. Instructions for the applicants This environmental checklist asks you to describe some basic information about your proposal. Governmental agencies',use this checklist to determine whether the environmental impacts of your proposal are significpnt, requiring preparation of an EIS.Answer the questions briefly with the most precise information known, or give the best description you can. You must answer each question a cc. rately and carefully to the best of your knowledge. In most cases, you should be able to answ r the questions from your own observations or project plans without the need to hire expert$. If you really do not know the answer or if a question does not apply to your proposal,write"do riot know"or"does not apply'.Complete answers to the questions now may avoid unnecessary delays later. Some questions ask about govemmental regulations such as zoning, shoreline and landmark designations.Answer these questions if you can. If you have problems, the governmental agencies can assist you. i 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 impacts. 12 2CL 7r JUL Check out the DDES Web site at www.metrokc.gov/ddes L 0 5 2 SEPA Checklist lo-ckl-SEPA.pdf 05/28/03 Page 1°o`t9• D.D•E.S. t 8 PILE Copy LoPO3 A. Background 1. Name of the proposed project, if applicable: Viewpoint 2.Name of applicant: 5atwant Singh 3.Address and phone number of applicant and contact person: 5atwant Singh Ale @Cramer NW 13306 5 .24Oth Street 945 N Central #104 Denton WA 98042 Kent WA 9802 206-391-33I I 255-852-4880 4. Date checklist prepared: Wednesdaq, June 22, 2005 5. Agency requesting checkli t: Mannino], I-and Use 'ervices 6. Proposed timing or schedu e (including phasing, if applicable): Not applicable 7. Do you have any plans for f ure additions, expansion or further activity related to or connected with this prop•sal?If yes, explain. Not at this time 8. List any environmental information you know about that has been prepared, or will be prepared, directly related to this proposal. None Known 9. Do you know whether applications are pending for government approvals of other proposals directly affecting the property covered by your proposal? If yes, explain. None Known Check out the DDES Web site at www.metrokc.gov/ddes SEPA Checklist lo-ckl-SEPA.pdf 05/28/03 Page 2 of 19 10. List any government approvals or permits that will be needed for your proposal, if known. Subdivision/ I.anduse permit and Site ngineerinq Premit will be needed 11. Give brief complete description of your proposal, including the proposed uses and the size of the project and site. There are several questions later in this checklist that ask you to describe certai 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 roject description.) proposed 181-ot plat, This site is approximatelq 6 acres and is currently{ vacant. The site is surrounded bq residential uses. 12. Location of the proposal. Give sufficient information for a person to understand the precise location of your proposed ject,including a street address, if any,and section, township and range,if known. If a,roposal would occur over a range of area, provide the range or boundaries of the sit9(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. South of'the intersection of'5 192nd Street and 102 Ave 5. The parcel #is 0522059085. The site is located in the NW quarter of the NW quater of Section 5 Township 22 Mange 5, Check out the ODES Web site at www.metrokc._aov/ddes SEPA Checklist lo-ckl-SEPA.pdf 05/28/03 Page 3 of 19 TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY B. Environmental elements 1. Earth a. General description of the site (circle or check one): Flat x] Rolling Hilly x] Steep slopes Mountainous Other . b.What is the steepest slope on the site(approximate percent of slope)? The site does cord a n slopes over 40% , the site will also contains a port on of approximatelU 15 slope which will be the construction site, c.What general types of soil are found on the site(i.e., clay, sand, gravel, peat, muck)? If you know the classification of agricultural soils, specify them and note any prime farmland. Al derwood Gravelly{ 5andq Loam C AqC) d. Are there surface indications or history of unstable soils in the immediate vicinity? If so describe. None Observed e. Describe the purpose,type and approximate quantities of any filling or grading proposed. Indicate source of fill. To be provided with final engineering, Check out the D ES Web site at www.metrokc.gov/ddes SEPA Checklist lo-ckl-SEPA.pdf 05/28/03 Page 4 of 19 TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY f. Could erosion occur as a res It of clearing, construction or use? If so, generally describ , erosion is possible, Please see final engineering erosion and sediment conb' I plan for protection measures g. About what percent of the sit will be covered with impervious Surfaces after project construction (i.e., asphalt or buildings)? An estimated 1,65 acres of'the site will be covered [AI impervious surfaces, h. Proposed measures to reduc or control erosion or other impacts to the earth, if any: None proposed at this time; please refer to final engineering erosion and sedimentation iblan for specifics 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? General dust,.automo,ile and odor emissions could be present during construct' , .Quantities are not known, b. Are there any off-site sources of-emissions or odor that may affect your proposal?If so, generally describe. None Known Check out the DDES Web site at www.metrokc.gov/ddes SEPA Checklist to-ckl-SEPA.pdf 05/28/03 Page 5 of 19 TO BE COMPLETED BY APPUCANT EVALUATION FOR AGENCY USE ONLY c. Proposed measures to reduce or control emissions or other impacts to air, if any: None proposed 3.Water a. Surface: 1. Is there any surface water bpdy on or in the immediate vicinity of the site(including year-round and seasonal streams, salt water, lakes, ponds, wetlands)?If yes, describe type and provide names;If appropriate, state what stream or river it flows into. None Observed 2.Will the project require any work over, in or adjacent to (within 200 feet)the described waters? If yes, please describe and attach available plans. Not proposed 3. Estimate the amount of fill and dredge material that would be placed or removed from surface water or wetlands and indicate the area of the site that i•ould be affected. Indicate the source of fill material. Not applicable Check out the DDES Web site at www.metrokc._gov/ddes SEPA Checklist Io-ckl-SEPA.pdf 05/28/03 Page 6 of 19 TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY 4.Will the proposal require surfac :water withdrawals or diversions? Give general description, purpose and approximate quantities if known? None proposed 5. Does the proposal lie within a 1 0-year floodplain?If so, note location on the site plan. No 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. None Proposed b. Ground 1. Will ground water be withdrawn or will water be discharged to ground water? Give general escription, purpose and approximate quantities if known. None proposed at this time please see final engineering plans. 2. Describe waste material that will be discharged into the ground from septic tanks or other sources, if any (i.e., domestic sewage; industrial, containing the following chen'iicals:...; agricultural; etc.) Describe the general size of the systen1, the number of such systems, the number of houses to be serve(if applicable), or the number of animals or humans the system(s) are expected to serve. None Proposed Check out the DDES Web site at www.metrokc.gov/ddes SEPA Checklist lo-ckl-SEPA.pdf 05/28/03 Page 7 of 19 TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY c. Water runoff(including stormwater): 1. Describe the source of rlunoff(including stormwater) and method of collection and disposal, if any. Include quantities, if known. Where will this water flow?Will this water flow'into other waters? if so, describe. 5tormwater appears to be the primaru source of'runoff. According to the Level I perforated stubout connections from the lots convetq runoff from the site to the raodside drainage sgstem, Runoff will then be routed to the onstie detention facility{ and released to an energy{ dissipater wher it converges with the nearbq creek, 2. Could waste materials nter ground or surface waters? If so, generally describ Not anticipated d. Proposed measures to r uce or control surface, ground and runoff water impacts if any: Measures will meet min, ntq requirements, please Defer to final site engineering review, 4. Plants a. Check or circle types of vegetation found on the site: X]Deciduous tree: alder`, maple, aspen, other X] Evergreen tree:fir, c dar, pine, other Shrubs Grass X] Pasture Crop or grain Wet soil plants: cattail, buttercup, bullrush, skunk cabbage, other Check out the DDES Web site at www.metrokc.gov/ddes SEPA Checklist lo-ckl-SEPA.pdf 05/28/03 Page 8 of 19 TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY b. What kind and amount of vegetation will be removed or altered? Unkown at tii5 time, Plea5e refer to engineering clearing and grading plan c. List threatened or endangered species known to be on or near the site. None 0b5erved d. Proposed landscaping, use of native plants or other measures to preserve or enhance vegeta ion on the site, if any: None P ropo5ed at thl5 tim 5.Animals a. Check or circle any birds and nimals which have been observed on or near the site or are known to be on or near the site: Birds: hawk, heron,eagle, so gbirds, other Mammals: deer; bear, elk, be ver, other Fish: bass, salmon,trout, herring, shellfish, other b. List any threatened or endangered species known to be on or near the site. None 0b5erved c. Is the site part of a migration route? If so, explain. Unknown Check out the DES Web site at www.metrokc._gov/ddes SEPA Checklist lo-ckl-SEPA.pdf 05/28/03 Page 9 of 19 TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY d. Proposed measures to preseve or enhance wildlife, if any: None proposed 6. Energy and natural resources a.What kinds of energy(electrip, 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. lectriciti.{ will be used for Illumination and Heating, Natural Gas Llll also be used for heating b.Would your project affect the potential use of solar energy by adjacent properties?If so,gene Ily describe. Not Known 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: None Proposed Check out the DDES Web site at www.metrokc.gov/ddes SEPA Checklist Io-ckISEPA.pdf 05/28/03 Page 10 of 19 TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY 7. Environmental health a. Are there any environmental health hazards, including exposure to toxic chemicals, risk of fire and explosion, spill or hazardous waste that could occur as a result of this proposal? If so, describe. Not known, none proposed 1. Describe special emergency services that might be required. Not Known 2. Proposed measures to reduce or control environmental health hazards, if any: None proposed b. Noise 1.What types of noise exist in the area which may affect your project(i.e.,traffic, equipment, operation, other)? None Known 2.What types and levels of noise would be created by or associated with the project on a shot-term or long-term basis (i.e., traffic, construction, operation, other)? Indicate what hours noise would come from the site. General Construction noise and traffic cluing business hours is arrticipated. Check out the DDES Web site at www.metrokc.Qov/ddes SEPA Checklist lo-ckl-SEPA.pdf 05/28/03 Page 11 of 19 TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY 8. Land and shoreline use a.What is the current use of the s'a and adjacent properties? Single Famili{ Residential b. Has the site been used for a riculture? If so, describe. Not known c. Describe any structures on till site. There are no structures on Ite d. Will any structures be demolished? If so, what? None proposed e.What is the current zoning classification of the site? 1?-6-5O f. What is the current comprehensive plan designation of the site? UM g. If applicable, what is the current horeline master program designation of the site? Not Applicable Check out the DDES Web site at www.metrokc.gov/ddes SEPA Checklist Io-ckl-SEPA.pdf 05/28/03 Page 12 of 19 TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY h. Has any part of the site been classified as an"environmentally sensitive"area?If so, specify. Yes, there 15 steep slopes to the South of t.ie site, i. Approximately how many people would reside or work in the completed project? Average of'36 people will reside in the completed project j. Proposed measures to avoi• or reduce displacement impacts, if any: None Proposed k. Proposed measures to ensure the proposal is compatible with existing and projected land uses and plans, if any: Project is being proposed corsistant with all zoning and development regulations; 9. Housing a.Approximately how many uncs would be provided, if any? Indicate whether high, middle or low-income housing. After plat completion, 18 middle Income units proposed b.Approximately how many units, if any,would be eliminated? Indicate whether high, middle or low-income housing. No units will be elimination Check out the DDES Web site at www.metrokc.uov/ddes SEPA Checklist lo-dd-SEPA.pdf 05/28/03 Page 13 of 19 TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY c. Proposed measures to reduce or control housing impacts, if any: None proposed 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? Approximate height not known, Al structures built will be compliant with all building aid development codes, b.What views in the immediate vicinity would be altered or obstructed? None Known c. Proposed measures to reduce or control aesthetic impacts, if any: None proposed 11. Light and glare a.What type of light and glare will the proposal produce?What time of day would it mainly occur? Porch and street lighting will be present in the completed project for the evening hours. b. Could light or glare from the finished project be a safety hazard or interfere with views? Not Anticipated Check out the DDES Web site at www.metrokc.9ov/ddes SEPA Checklist Io-ckl-SEPA.pdf 05/28/03 Page 14 of 19 TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY c. What existing off-site sources of light or glare may affect your proposal? None Known d. Proposed measures to reduce or control light and glare impacts, if any: None proposed 12. Recreation a.What designated and informal recreational opportunities are in the immediate vicinity? There are several parks w/ in a mile of'site: 5pringbrook park Clevland park b.Would the proposed project isplace any existing recreational uses? If so, describe. No recreation uses will be displaced c. Proposed measures to reduce or control impacts on recreation, including recreation opportunities to be provided by the project or applicant, if any: Recreation tract to be included in site design for project residents, Check out the DOES Web site at www.metrokc.gov/ddes SEPA Checklist Io-ckl-SEPA.pdf 05/28/03 Page 15 of 19 TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY 13. Historic and cultural preservation a.Are there any places or objects listed on, or proposed for national, state or local preservation registers known to be on or next to the site? If so, generally describe. None Known b. Generally describe any landmarks or evidence of historic, archaeological, scientific or cultural importance known to be on or next to the site. None Known c. Proposed measures to redu or control impacts, if any: None proposed 14. Transportation a. Identify public streets and highways serving the site, and describe proposed access to the existing street system. Show on site plans, if any. 192nd Street and IO2nd Ave 5 b. Is site currently served by public transit? If not, what is the approximate distance to the[[merest transit stop? Nearest fransit Stop approximately{ I mile on I92nd Street Check out the DDES Web site at www.metrokc.gov/ddes SEPA Checklist lo-ckl-SEPA.pdf 05/28/03 Page 16 of 19 TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY c. How many parking spaces would te completed project have?How many would the project eliminate/ 36 parking spots anticipated No spaces proposed to be eliminated d.Will the proposal require any new roads or streets or improvements to existing roads or streets, not incl iding driveways? If so, generally describe (indicate whether public or private). Public road anticipated to extend to serve the site, improvements will be to count{ requirements, 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. 1i pical 72 trips, on average anticipated during 7-9 AM and 4-6 pM g. Proposed measures to reduce or control transportation impacts, if any: Appropriate mitigation fee will be paid. Check out the DDES Web site at www.metrokc.gov/ddes SEPA Checklist Io-ckI-SEPA.pdf.05/28/03 Page 17 of 19 TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY 15. Public services a.Would the project result in an increased need for public services i.e., fire protection, police protection, health care, schools, other)? If so,generally describe. Yes, slight increase in rest ential public services (fire, police, health care, schools, etc,) b. Proposed measures to reduce or control direct impacts on public services, if any: Appropriate taxes are anticipated to be paid as a means to control impacts, 16. Utilities a. Check or circle utilities currently available at the site: X] Electricity Natural gas X]Water Refuse service Telephone Sanitary sewer Septic system Other b. Describe the utilities that are proposed for the project, the utility providing the service and the general construction activities on the site or in the immediate vicinity which might be needed. Nectric tU and Water anticipated to be used during construction. Finished homes will utilize electricity, natural gas, water, refuse, telephone, sewer, and cable. Check out the DDES Web site at www.metrokc.00v/ddes SEPA Checklist lo-ckl-SEPA.pdf 05/28/03 Page 18 of 19 C. Signature The above answers are true and complete to the best of my knowledge. I understand that the lead agency is relying on them to make its decision. Signature: .7, itAPti / Date submitted: . g!" Check out the DDES Web site at www.metrokc.aov/ddes SEPA Checklist lo-ckl-SEPA.pdf 05/28/03 Page 19 of 19 lir King County Road Services Division TYPE OF CERTIFICATE November 19,2004 Department of Transportation ORIGINAL Certificate #00 201 South Jackson Street 0 CONDITIONAL File Number:04-11-19-02 Seattle,WA 98104-3856 Expires: November 19,2005 CERTIFICATE OF TRANSPORTATION CONCURRENCY 0 Specific conditions are described on the reverse side of this certificate. Pursuant to King County Code,Chapter 14. 'O 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: Satwant Singh 13306 SE 240th St., Kent,WA 98042 2. Property Location: a. Property Address: xxx-102nd Ave.SE b. Development Name: c. Parcel Number:0522059085 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: 803 Comln unity Planning Area:Soos Creek i. Commercial Project-Total Squat' Feet: 0 ii. Multi-family-Number of Units:0 iii. Single family-Number of Units: 25 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 n o t transferable to any other property and has no commercial value. This Certificate Expires: November 19, 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)263-4722. ffl U D JP 0 5 Z20j Linda Dougherty,Director,Road Services Department of Transportation King County,Washington K.C. D.D.E.S. LosPooi3 t. r: S u 1. 5 ,t a.- ',• st Inc.': we . ers`" rNa .th s> rae : N au rsl, 2:::•':-.•.';•`..:.:2:.':::"'"..•,',:::-:'-:::.;:•;•_':',$.,: ::'-.. i. i• e•oP 6I. r GE 4A ALYSI, OFFSITERA[NA;fEJ1 OF, f r) r'ymilSINGFI'PLA ND'ND.92,,8< 702. ;;aVE'`SE' .1NAR',.SEE Y W' .98 055:;•.f'R EN'TO N ' A: I I. l,' 1' 1,.•I..: FOR 7 r, S-+, r 1 A 'C SiNGHSA: Nr. TV,' I R>0.L3306:S .74 ST F I ti,`'E TAN' Js SHING ON`9 a_. N ,VV 7 aP/ ti ti:r .,Si r. 1,lfir.:r 35 O' 1•7t.Ell;,.:yig :-:t:3.....-.;.:;•::::•::-:••••• r Ma- 6 a1VQC, r r •, la sY 11= `6/2005`>2isEPROS:B'N -'- 0N° •;Jb O iii) J f,r' I r. hr. r m E:'e 'O tHub1d= nP--.E a're b. t 7i.•20Ghee.ed:b, 'L-ar :S ;Krue"`er 'P ,;••;:'° ' k fir, VJ 4.:....,':_ fo'i,.....; r' j, a.4 0orift` `9 0 2'.:en `l'_§ute 104: e a. I'-5 852r www.cramemw.co 1• : E-mail:crii craine iiw:com r' TABLE OF CONTENTS TASK1 STUDY AREA EFINITION AND MAPS TASK 2 RESOURCE REVIEW TASK 3 FIELD INSPECTION TASK 4 DRAINAGE SY TEM DESCRIPTION AND PROBLEM' DESCRIPTIONS TASK 5 MITIGATION O EXISTING OR POTENTIAL PROBLEMS APPENDIX THRESHOLD, DETENTION, WATER QUALITY & RECREATION TRACT CALCULATIONS TASK1 STUDY AREA DEFINITION AND MAPS TASK 1 STUDY AREA DEFINITION This project's north property line is located approximately 630' south of the intersection of SE 192nd St. and 102nd Ave. SE. It's parcel# is 0522059085. The site is approximately 6.0 acres. The northern half of the property is pasture, while the other half is forested. The existing drainage tends to sheet flow from the east to the west. The site does receive some upstream runoff from the property to the east. Access is provided to lots 5 — 13 and 14— 16 via the main road. Lots 1-4, 17, and 18 are served by the private access tract. MAPS A vicinity map, topo/sensitive Areas map, aerial photo, and offsite drainage map can be found in the proceedin• pages. Vicinity Map e it tych, t • - SwAlst St ;,I 4;.,/ in ' FULL SCREEN' I i"W''''' 1 44I) Se Zarr Rd" = 1, 13:f i iL.i.ii `,,, 51 — 90t hSt .e, A,' 25i,113rdSt •.,' o , — rq /-1.n- Is,:._% Se11,81:Ft St ,rif- i / 0 , LI3 .i, e,1133T 11 trii4(---nl__I likil4F6btt,EN 41 '''------:, i . ,E...--1029d AveA Se 1 1 I 1>:,"-- j r sle 8591 PI '.-4- ,defi86th-St Isla,..! ,..4 1 , <',, 1.37t h t / Fri) r' - :;-,-.::`,ME 4 ,•-r. z15 r 7- 1,__:: - iLl--.1-14, 4,5.2 - .,,',.::1'in 4 a ,,, c:... r•-• .6.4 tf I19DthS1it .' i Se 192nb St + 102nd Ave Se ,. -721 L-„,'', ZOOM FAR IN 1,., 1 1 ZOOM IN I ZOOM OUT Se 196th St I ZOOM FAR OUT1Y< L ,r(} ' Erl Zi II' T — . d 1 I .r BLACK&WHITE g•-•:- i',e szoOt St sle..0,0th'St ir-..'''..,,ERASE LABELS .,- I> J:), „ I' j [ 4 < -4 ?' , .J I eD rb rz.<so?pdt- 11 2.) IT, 21 li I''. ',''..'''.:. ' ,:-'' ''' AA V) P ,'"-- } 5203 ciSt =I I 10,,0:Ill)S... eI 204 ti_ h Si.,.7t\, ,\, \u-, " ,, 719 ft \ ) PiC20 hSt -, I Se29Sth1 5ii c, , I•-. 6 I 'i.. LESS DETAIL 1,, (1*-1M1 .1-' *::16:NDT7t-'102ND.AVE,,-ttiRENTON,' WA.1,800.: 1 Map by Maps On Us(R) 01984-2005 TeleAtlas N.M.,Switc/Rboard.We subject to LICEN5E. Map Output Page 1 of 1 C)C)King County Foam. N k ..(w'ows ,,. Sirvtces .Comrtre.ntifi se sar ,' iMAP -Sensitive Areas (all themes i lR1l2001 r0,'y L j'i 3388200130 i 33682000•10 l\\:\\:\ \ \ 9 1 1' i ' 17 J?12002GG 1 ]_ 1_I I It Y 5 i s ol 0622 0 59/36 S t V941.12002?Cr r 41% 5,4r 1 i` , ti. 11 4 5 , k4,0'33$8200•440 133682011G50 i 052'206907x, 1}5 ,.__4R12UG.1'RO 1'4 it k 1 .Y 5 5 1 5 i dt,i U41200220 '. s38620013U 1 i 052105Q137 4r Sa''i h 5,iv) r]310U01RR 1 4, 1 I. h` 6 1 338$2U[IUfiO\ ( t f1 f12001--: L.A.:\"ti I 1 r f f7200,10 1 f5 R?e'0.;;71 - 4\\ \ I r 74112001•GL 338820016,01:, l\ 1, 1\ i\ l Itf9R1200120 /\ Y 388200080' VVs\V\, \ . 1 , \ 1\ i ., 1\ 1\4` _. •,r. IflKJ20.\ L 0522.05926 5: : y U522034085 N.,, s,..: x s\\,,\\\\ L f.,, i.. ,,,..,,,,\,4 \,..,_ \\., 1 k______\_______),. N, II if ' J r v r152205 UR2 N,... i ( i f.,,-,/,..-7- -;...._2____---_.,--______-,......_..,___ _1_, ... , 1 it 1 0,,,,,,,,r, i , ,,i 7.71-3.1.06026., _2...:2-,...‘.....L..!gul , ,i ) .5. >, .,... ,.. ,,.,k,, \ "lf, :7,1.--x.t14".6...'"',.. .-1.: F.::,7,-::"..;:;,::: ::-,...Trtit.:: :'fft,:::::::::::".,:',.Fa-'4 l AO I { l Z'3-,;00D,,25Q'.r Y-..-------, — _ t 0512.05 7UUrJ. ti '..; "'. OS2205g3UR- L)\,.\..,,,: \.,,,,V. \4 '+ - 4 C 2009 rtin Count ' ' `' ti .- .'.1 ,. Legend r 1° Selected Parcels r ` Parcels County Boundary ti, Incorporated Area 1 Streets 1 Lakes and Large Rivers 9 al g•rn•Jl L,=, f Streams h.xs ss f Topo Contours(5ft) vx7 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,exdress 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,y.u expressly agree to be bound by terms and conditions of the site.The details. r Map Output Page 1 of 1 r f King County '' Home - • ,. News . * . • $ervices „ Comments r. iMAP -Sensitive Areas (all themes) Y Ii9112.0piya '; 'i, i 1 II I 1 I i 1 i I iiTii.;g - ,. ,. 338820011; 3[3862009413! 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V • Y.qc,'A... i,.4'.`.1•0,'"('"'',,,::9'14':'•'::'.,f:•'..' 1''..44''..•,"''Y.,;..:%e;ft!,'.9, 4'4P'rAInt.4iO,'•;'",.,•V:'.,' Legend Selected Parcels gil 0=2 SaillSrld County Boundary crag:,3 Streets lridustvied 1*-1tiqr Lakes and Large Rivers way K''''' 1....,..._1 Streams SAC Welland c-- i--"' Parcels El SAO Landslide 1 P'•"): Incorporated Area u' SAO Coal Mine SAC Stream V' SAO Seismic djkle cJas:-.1 A.:a' SAO Erosion • evot II .,2 Percrria NI Sensitive Area Notice on Title arr.t 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 generl,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 Kin 6 County. Kinq CounAy I GIS penter I News I Services I Comments I Search ' By visiting this and other King County web pages,y u expressly agree to be bound by terms and conditions of the site.The cjetails, http://wwvv5.metrokc.gov/servlet/com.eri.esrimap.Esrimap?ServiceName=overview&Clie... 5/19/2005 Map Output Page 1 of 1 King County i r. Nut t ` News -' Serutceli" Corritxte,nti;• kSealrc,: iMAP -Sensitive Areas all themes el 4t, fivl'` i5a" W,S{ A ,I 14(14:%.,,,„,1,, ,,,!... Fr ' 9 3- 11 r 2 Y F`, f v 7,711 I s,,Yt I "-,4,''r, ii .,, , 14 `,, t ,,,,,,"Q :„. 'STOP,,,,, r4' , i rr d '' AA*' A, 4 a a i a v >., 5 r,: P I 3 't rt. ca, 4 g'f x p r, I,t P - `r fr r"...ikt1 ' ,. : op ,. s t•" F 'k Y s A ,2.+p,ks ."' 'At' x '+" u,. tziMr'w':^-iK, x ;,4,y. IF'.r k r l. G. 11 tl L4 3 1*dF(.6LM x".. 3. ,°41' . rr 4 , p it tt :.'e. `1 ` 0` r `, 7 a ,s -F t l t r 4X'1+ r4 F<;eeF > YSr r Z l y y Yd j, 1 za ' r*1"'i, '_ is 'r ,, ' I tr`s } .reG e u A t,? Q,:'` ',¢ T. 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'd %A k,"i o tr+ s ''4 , .. ti 's '' w hr 'r, b' y 4.a, 41' 'i+'' it /' ' . o `r, ' re, t a htt i4• e . '` itt" o ;.S t' t d I t a a '1c 1' t xx '' 'r,`~Fti t• Wh S. R• E } 0, 1, ', ti^ J ,,,Z a . 4 1'k % i U_ 1 4, I rpw' 1a St i T i c'>ul.'',,' , yf ' .,. it.4K, p l ,,i• y, 0 #Se 1 Ji ,,,e *a ,, ,,,', Ok t 4 k r 0 !. k•4 0 3 ;." , r, i!,,, 4 tiJ Vr.A.r r .,,' "',. r v A a - 1 ' r r-t,o. , S 4'i S$ -. 1 ,l"i„ . t, a,r t <3" 4'+., x j' Vxa s 'gr, 4{'7'w.,^.o,._ tat, ¢—( e + .5rAC •• 1t41Sis4 r c b + r r .r W4 r I f 6; e aq C)20D9Kingcounty d," , a a, r >, t fl._ Ir: « vy w.r Y4.EZ 1'. .. C4' , ,,."1•:.r' r>r` 1'ZB I' x Legend 1 Selected Parcels r-'1 Parcels County Boundary Lakes and Large Rivers Streams l lcrrA r; 2002 Color Aerial Photos(West KC only) M A•x^.1S 1JC1 e Information included on this map has been compiled by King County staff from a variety of sources and is subject to change without notice. I •ng County makes no representations or warranties,'exOss 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 is ma• is .rohibited exce r 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. http://www5.metrokc.gov/servlet/com.a$ri.esrimap.Esrimap?ServiceName=overview&Clie... 5/19/2005 I G"0 fi II.I; '''.'•..,..alf t it& I l7 /1 1 gi.:..,i fa i 1' _ •• _ —%-.:"___. gR kill' ,i 1 4...TT D;:.• acoalirvi "— —----4-.----. -.. .. str.:••.•:,..:•;•./..:•:•:•:•:•%.< 0 tr.' 71 mr mi.•••....I 44r7 1115.14 — 4 i 1 R 1Z II i 12 cn1//,‘,, m i 1, 0 t Xi\ ,d 3).° illgId4 ), ir ix lilift6. 1 - II rrl c, fix I :.co ifp1it1-4 I7 i cpA, •. .,1 :' turn N' ' 4 N 11%)1 4' 444/ Go ,.; . , _ # 4, aniCOr g* 6 i= 0— - 0,hp,/ 4.,;, _ wiri 2, 1,/ . i4. P3 a . TR.B) pim 161 IV Jr: ff. . ..1 r.VI 004 L. .. 1rtIs e.lb co r.1:1 17 1 aii::57' . ,: t98TH s et 1,1 f46, 0 - I 11 1.0 4- ( 11) bi 1 .; -i.4 I r 0)0////4, ip to ,.., rot p- flavour yaw II 11 ,,V 111110 1 4 1 1„ 4 0,cA boom! P.C;i CI g11 it IT: t ...,,. L I 1... • f.•• r '.!*' 7: ° ' 1. I: t. •',... T. - • v lia L' t nAlh, 1 t' .' iI . • 119 i :• i• + sIV,. i ' 8 99TH V ',•'1 I 41, Poi Poldin#1 e. I liP I - 1 a Lia•— Ors 333.3 ow I I 5 3h.N ia, 1 LA i OM 441110IL-116 rtrill' 0 1 I+ C id CI]1 I, r 1 i 0.1.11=1...... .1....., p /IA t e I 7• N N• NA 11131 r I11,2 I 41.a ti.Cifi l '-' -'r'tl'"-• - ' -I-''r''''';'''' ''''''''' ''''' '','"-- 4 1 1 '''',-- ..."-,.,-,,r,"".:' iffii";T:-::::;ir";:-. 1.--1;z•irtli,rrAL2MYSe -',..7.---3-1„,,,, so 4,-A Ai l• .3, .. 411 .. g,1.;i^r,^ . ^,,^ TASK 2 RESOURCE REVIEW TASK 2 RESOURCE REVIEW Adopted Basin Plans and Finalized Drainage Studies: The site is not known to be lo ated in any adopted basin plans. Basin Reconnaissance Su mart' Reports: No existing or potential problem areas were indicated. Critical Drainage Area Maps: No existing or potential problem areas were indicated. FEMA) Maps: Site is located outside the 10 year flood plain. Other Offsite Analysis Rep rts: An offsite analysis report by Cramer Northwest for the Singh Residence located to the north of this project wa prepared in May, 2001. Sensitive Areas Folio: The southern half of the site i located in a SAO Landslide, SAO Erosion area, and a Landslide Hazard Area. The north half contains a Landslide Drainage Area. A stream flows across the southwest corner of the property. DNR Drainage Problems Maps: Not applicable. • Road Drainage Problems: Not applicable. Soils Survey: The soil is an Alderwood Gra elly Sandy Loam (AgC). Wetlands Inventory Maps: There are no known wetlands on site. Migrating River Studies: Not applicable. Drainage Complaints: There are no drainage complaints within our site's runoff downstream path. See attached list of complaints. TASK 3 FIELD INSPECTION 4 TASK 3 FIELD INSPECTION A field inspection was conducted on February 11, 2005 to inspect the onsite drainage system of the site. bffsite drainage systems were also inspected downstream approximately 1/4 mile from the discharge point of the site. The inspection involved investigation of the ten specific items of a Level 1 Inspection per the King County Surface Water Design Manual, 1998. The inspection yielded the following findings: 1. The resource review indicated no existing problems. 2. The existing drainage system capacity was adequate. 3. There was no evidence of existing or potential flooding problems. 4. There were no existing or otential overtopping, scouring, bank sloughing, or sedimentation problems. 5. No significant destruction f aquatic habitat or organisms was noticed. 6. Qualitative data such as land use, impervious surfaces, topography, and soil types was noted and can be found in Task 4 information. 7. Information was collected n ditches, structures, and pipes. This information is also included in the Task 4 information. 8. Tributary basins delineate in Task 1 were verified. 9. No neighbors were consul ed. 10. The weather conditions at the time of the inspection were clear and cool. r I TASK 4 DRAINAGE SYSTEM DESCRIPTION AND PROBLEM DESCRIPTIONS TASK 4 DRAINAGE SYSTEM DESCRIPTION AND PROBLEM DESCRIPTIONS Site Drainage This project's north property line is located approximately 630' south of the intersection of SE 192nd St. and 102"d Ave. SE. It's parcel # is 0522059085. The site is approximately 6.0 acre . The northern half of the property is pasture, while the other half is forested. The existing drainage tends to sheet flow from the east to the west. The sit,does receive some upstream runoff from the property to the east The soil types located on this property are Alderwood Gravelly Sandy Loam AgC) per the King County Soil Survey. Offsite Drainage An Off-Site Analysis Drainag System Table is provided on the next page that describes in detail the offsite drainage components at least % mile downstream from the project discharge Iodation. Please refer to the offsite drainage map in Task 1 because the map symbols listed in the table correspond to drainage component symbols on the offsite drainage maps. TASK 5 MITIGATION OF EXISTING OR POTENTIAL PROBLEMS TASK 5 MITIGATION OF EXISTING OR POTENTIAL PROBLEMS After a thorough field inspection and a detailed resource review there were no existing problems identified. The proposed improvements will not produce a significant impact to the existing drainage patterns once the site has been stabilized and the runoff has een controlled via a combined detention/wet vault. A temporary erosion and sedimentation control plan will be created to minimize the transport of sediment laden runoff to the downstream conveyance system. FLOW CONTROL BMPS Perforated stubout connecti 9 ns from the lots convey runoff from the site to the roadside drainage system. f unoff is then routed to the onsite detention facility and released to,an energy dissipater where it converges with the nearby creek: I APPENDIX THRESHOLD ASSESSMENT DETENTION, WATER QUALITY & RECREATION TRACT CALCULATIONS THRESHOLD CALCULATIONS: The site is 6.0 acres but the sou thern.2.92 acres is in a sensitive areas tract. Therefore only the 3.08 northern acres and the .22 acres of offsite improvements have been analyzed. Existing: 3.08 acres pasture 0.22 acres pasture Developed: 18 homes @ 2500 ft2 45000 ft2 1.03 acres Road improvements (onsite) 16p00 ft2 0.38 acres Road improvements (offsite) 9510 ft2 0.22 acres 1.63 acres impervious 1.67 acres lawn/grass Retention/Detention Facility Type of Facility: Detention Vault Facility Length: 102.50 ft Facility Width: 33.00 ft Facility Area: 3383. sq. ft Effective Storage Depth: 8.50 ft Stage 0 Elevation: 0.00 ft Storage Volume: 28751. cu. ft Riser Head: 8.50 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 0.90 0.064 2 4.50 1.65 - 0.148 4.0 Top Notch Weir: None Outflow Rating Curve: None Stage Elevation Storage Discharge Percolation ft) ft)u. ft) (ac-ft) (cfs) cfs) 0.00 0.00 0. 0.000 0.000 0.00 0.01 0.01 34. 0.001 0.002 0.00 0.02 0.02 68. 0.002 0.003 0.00 0.03 0.03 102. 0.002 0.004 0.00 0.04 0.04 135. 0.003 0.004 0.00 0.05 0.05 169. 0.004 0.005 0.00 0.06 0.06 203. 0.005 0.005 0.00 0.07 0.07 237. 0.005 0.006 0.00 0.08 0.08 271. 0.006 0.006 0.00 0.22 0.22 744. 0.017 0.010 0.00 0.36 0.36 1218. 0.028 0.013 0.00 0.51 0.51 1725. 0.040 0.016 0.00 0.65 0.65 2199. 0.050 0.018 0.00 0.80 0.80 2706. 0.062 0.020 0.00 0.94 0.94 3180. 0.073 0.021 0.00 1.08 1.08 3653. 0.084 0.023 0.00 1.23 1.23 4161. 0.096 0.024 0.00 1.37 1.37 4634. 0.106 0.026 0.00 1.52 1.52 5141. 0.118 0.027 0.00 1.66 1.66 5615. 0.129 0.028 0.00 1.80 1.80 6089. 0.140 0.030 0.00 1.95 1.95 6596. 0.151 0.031 0.00 2.09 2.09 7069. 0.162 0.032 0.00 2.24 2.24 7577. 0.174 0.033 0.00 2.38 2.38 8050. 0.185 0.034 0.00 2.52 2.52 8524. 0.196_ 0.035 0.00 2.67 2.67 9031. 0.207 0.036 0.00 2.81 2.81 9505. 0.218 0.037 0.00 2.96 2.96 10012. 0.230 0.038 0.00 3.10 3.10 10486. 0.241 0.039 0.00 3.24 3.24 10959. 0.252 0.040 0.00 3.39 3.39 11467. 0.263 0.040 0.00 3.53 3.53 11940. 0.274 0.041 0.0± 3.68 3. 68 12448. 0.286 0.042 0.00 3.82 3.82 12921. 0.297 0.043 0.00 3.96 3.96 13395. 0.308 0.044 0.00 4.11 4.11 13902. 0.319 0.045 0.00 4.25 4.25 14376.. 0.330 0.045 0.00 4.40 4.40 14883. 0.342 0.046 0.00 4.50 4.50 15221. 0.349 0.047 0.00 4.52 4.52 15289. 0.351 0.047 0.00 4.53 4.53 15323. 0.352 0.049 0.00 4.55 4.55 15390. 0.353 0.052 0.00 4.57 4.57 15458. 0.355 0.056 0.00 4.59 4.59 15526. 0.356 0.061 0.00 4. 60 4. 60 15560. 0.357 0.067 0.00 4.62 4.62 15627. 0.359 0.073 0.00 4.64 4.64 15695. 0.360 0.075 0.00 4.78 4.78 16168. 0.371 0.087 0.00 4.93 4.93 16676. 0.383 0.097 0.00 5.07 5.07 17149. 0.394 0.105 ' 0.00 5.21 5.21 17623. 0.405 0.113 0.00 5.36 5.36 18130. 0.416 0.119 .0.00 5.50 - 5.50 18604. 0.427 0.126 0.00 5.65 5.65 19111. 0.439 0.131 0.00 5.79 5.79 19585. 0.450 0.137 0.00 5.93 5.93 20058. 0.460 0.142 0.00 . 6.08 6.08 .20566. 0.472 0.147 0.00 6.22 6.22 21039. 0.483 0.152 0.00 6.37 6.37 21547. 0.495 0.156 0.00 6.51 6.51 22020. 0.506 0.161 0.00 6.65 6.65 22494. 0.516 0.165 0.00 6.80 6.80 23001. 0.528 0.169 0.00 6. 94 6.94 23475. 0.539 0.173 0.00 7.09 7.09 23982. 0.551 0.177 0.00 7.23 7.23 24455. 0.561 0.181 0.00 7.37 7.37 . 24929. 0.572 0.185 0.00 7.52 7.52 25436. 0.584 0.189 0.00 7.66 7.66 25910. 0.595 0.192 0.00 7.81 7.81 26417. 0.606 0.196 0.00 7.95 7.95 26891. 0.617 0.199 0.00 8.10 8.10 27398. 0.629 0.203 0.00 8.24 8.24 27872. 0.640 0.206 0.00 8.38 8.38 28345. 0.651 0.209 0.00 8.50 8.50 28751. 0.660 0.212 0.00 8.60 8.60 29090. 0.668 0.522 0.00 8.70 8.70 29,428. 0.676 1.090 0.00 8.80 8.80 29766. 0. 683 1.820 0.00 8.90 8.90 30104. 0.691 2.610 0.00 9.00 9.00 30443. 0.699 2.900 0.00 9.10 9.10 30781. 0.707 3.150 0.00 9.20 9.20 31119. 0.714 3.390 0.00 9.30 9.30 31457. 0.722 3.610 0.00 9.40 9.40 31795. 0.730 3.820 0.00 9.50 9.50 32134. 0.738 4.010 0.00 9.60 9.60 .32472. 0.745 4.200 0.00 9.70 9.70 32810. 0.753 4.380 0.00 9.80 9.80 33149. 0.761 4.550 0.00 9.90 9.90 33487. . 0.769 4.720 0.00 10.00 10.00 33825. 0.777 4.870 0.00 10.10 10.10 34163. 0.784 5..030 0.00 10.20 10.20 34502. 0.792 5.180 0.00 10.30 10.30 34840. 0.800 5.320 0.00 10.40 10.40 35178. 0.808 5.460 0.00 Hyd Inflow Outflow Peak Storage Target Cac Stage Elev (Cu-Ft)Ac-Ft) 1 1.12 0.40 0.93 8.67 8.67 29334. 0.673 2,. 0.54 ******* 0A4 8.51 8.51 28787. 0. 661 3 0. 66 ******* 0.116 6.56 6.56 22179. 0.509 4 0. 63 ******* 0.19 7.44 7.44 25155. 0.577 5 0.58 ******* 0.16 6.41 6.41 21672. 0.498 6 0.53 ******* 0.10 5.02 5.02 16985. 0.390 7 0.42 ******* 0.07 4.62 4.62 15634. 0.359 8 0.44 ******* 0.d4 3.10 3.10 10473. 0.240 Route Time Series through Facility Inflow Time Series File:dev.tsf Outflow Time Series File:rdout Inflow/Outflow Analysis Peak Inflow Discharge: 1.12 CFS at 6:00 on Jan 9 in Year 8 Peak Outflow Discharge: 0.933 CFS at 9:00 on Jan 9 in Year 8 Peak Reservoir Stage: 8.67 Ft Peak Reservoir Elev: 8.67 Ft Peak Reservoir Storage: 29334. Cu-Ft 0.673 Ac-Ft Flow Duration from Time Series File:rdout.tsf Cutoff Count Frequency CDF Exceedence_Probability CFS a s 0.003 34958 57.009 57.009 42.991 0.430E+00 0:010 7552 , 12.316 69.325 . 30. 675 0.307E+00 0.017 5700 9.295 78.620 21.380 0.214E+00 0.024 5455 8.896 87.516 12.484 0.125E+00 0.031 3067 5.002 . 92.518 7.482 0.748E-01 0.038 2107 3.436 95.954 4.046 0.405E-01 0.045 1353 2.206 98.160 1.840 0.184E-01 0.051 604 0.985 99.145 0.855 0.855E-02 _ 0.058 47 0.077 99.222 0.778 0.778E-02 0.065 29 0.047 99.269 0.731 0.731E-02 0.072 . 23 0.038 99.307 0.693 0.693E-02 0.079 58 0.095 99.401 0.598 0.598E-02 0.086 48 0.078 99.480 - 0.520 0.520E-02 0.093 49 0.080 99.560 0.440 0.440E-02 0.099 46 0.075 99.635 0.365 0.365E-02 0.106 26 0.042 99.677 0.323 0.323E-02 0.113 16 0.026 99.703 0.297 0.297E-02 0.120 15 0.024 99.728 , 0.272 0.272E-02 0.127 14 0.023 . 99.750 0.250 0.250E-02 0.134 21 0.034 99.785 0.215 0.215E-02 0.140 19 0.031 99.816 0.184 0.184E-02 0.147 21 0.034 99.850 0.150 0.150E-02 0.154 19 0.031 99.881 0.119 0.119E-02 0.161 14 0.023 99.904 0.096 0.962E-03 0.168 9 0.015 99.918 0.082 0.815E-03 0.175 14 0.023 99.941 0.059 0.5.87E-03 0.182 9 0.015 99.956 0.044 0.440E-03 0.188 9 0.015 99.971 0.029 0.294E-03 0.195 4 0.007 99.977 0.023 0.228E-03 0.202 5 0.008 99.98 0.015 0.147E-03 0.209 5 0.008 99.993 0.007 0.652E-04 0.216 3 0.005 99.998 0.002 0.163E-04 0.223 0 0.000 99.998 0.002 0.163E-04 0.230 0 0.000 99.998 0.002 0.163E-04 0.236 0 0.000 99.998 0.002 0.163E-04 - 0.243 0 0.000 99.998 0.002 0.163E-04 Route Time Series through Facility Inflow. Time Series File:dev.tsf Outflow Time Series File:rdout Inflow/Outflow Analysis Peak Inflow Discharge: 1.12 CFS at 6:00 on Jan 9 in Year 8 Peak Outflow Discharge: 0.933 CFS at 9:00 on Jan 9 in Year 8 Peak Reservoir Stage: 8.67 Ft Peak Reservoir Elev: 8.67 Ft Peak Reservoir Storage: 29334. Cu-Ft 0.673 Ac-Ft Duration Comparison Anayl is Base File: predev.tsf New File: rdout.tsf Cutoff Units: Discharge in CFS Fraction of Time Check of Tolerance Cutoff Base New Change Probability Base New Change 0.060 0.89E-02 0.76E- 2 -14.1 0.89E-02 0.060 0.050 -17.1 0.073 0.62E-02 ' 0.69E- 2 9.9 0.62E-02 d.073 0.077 5.5 0.087 0.49E-02 0.51E- 2 5.7 0.49E-02 0.087 0.089 2.8 0.100 0.37E-02 0.36E- 2 -1.3 0.37E-02 0.100 0.099 -0.6 0.113 0.28E-02 0.29E-02 5.3 0.28E-02 0.113 0.118 ' 4.4 0.127 0.21E-02 0.25E-02 17.7 0.21E-02 0.127 0.135 6.6 0.140 0.15E-02 0.19E-02 27.5 0.15E-02 0.140 0.148 5.4 0.153 0.11E-02 0.12E-02 16.9 0.11E-02 .0.153 0.157 2.5 0.167 0.77E-03 0.83E-0 8.5 0.77E-03 0.167 0.169 1.5 0.180 0.41E-03 0.46E-03 12.0 0..41E-03 0.180 0.183 1.6, 0.194 0.24E-03 0.24E-03 0.0 0.24E-03 0.194 0.194 0.0 0.207 0.15E-03 0.82E-04 -44.4 0.15E-03' 0.207 0.204 ' -1.6 0.220 0.65E-04 0.16E-04 -75.0 0.65E-04 0.220 0.210 -4.7 Maximum positive excursio = '0.006 cfs ( 8.6%) occuring at 0.068 cfs on t e Base Data:predev.tsf and at 0.074 cfs on the New Data:rdout.tsf Maximum negative excursion = 0.010 cfs (-17.1%) occuring at 0.060 cfs on the Base Data:predev.tsf and at 0.050 cfs on the New Data:rdout.tsf WETPOND CALCULATIONS The following calculation is per Section 6.4.1 of the KCSWDM. Runoff Volume = Vr = (0.9 i + 0.25Atg + 0.10Atf + 0.01Ao) x (R/12) , Ai=71000 sf Atg=63059 sf Atf=0 Ao=0 R=.47 Vr = [ (0.9) (71000) + (0.25) (63059) + 0 + 0] x (.47/12) = 3120 cf Wetpool Volume Vb = f(Vr) f=3 Vr=3120 cf Vb = 3x3120 = 9360 cf Wetpool volume = 33' x 102.5' x 3' = 10147.5 cf, thus satisfying the volume required. Recreation Tract 18 lots @ 390 ft2 per lot 7020 ft2 Provided 7048 ft2 r ul 'd r v. s ens!. r':if;7.JJ i' °irti C•Ic1KingCounty1 ,1r1ra+ lrts O 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 LC)s?c0141 File Number To be filled in by DDES) I PRELIMINARY SUBDIVISION WORKSHEET RELATING TO DENSITY AND DIMENSIONS I 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. lihis 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 ar 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: A A N tiA KOI4DE1-16 Date: (o/20J Print Name) Subdivision Name: V/EI` :PONn1T Comprehensive Plan Land He Designation: Cain Zoning: 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.06.11721 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.21A106.1265,and less areas which are required to be dedicated on the perimeter of a project site for the public rights-of-way. 61— square feet in submerged land(any land below the ordinary high water mark—see K.C.C.21 A:06.825) e- square feet in perimeter rights-of-way which will be requ n] --1 dedicated D U U DTotal JUL .0 5 2005 K.C. D.D.E.S. Check out the DES Web site at www.metrokc.aov/ddes EIC1.1SubdivisionDensityandDimensionCatculafionlo-cal-subden.pdf 12/10/03 r,PFI : Calculation: d'J)'3 2 Gross horizontal area of the project site Total submerged lands and rights-of-way 2(O1/33Z Site area in square feet NOTE: To continue calculations,convert site area in square feet to acres by dividing by 43,560 5,q1 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.21 .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 urits 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). site area in acres(see Section 1.)X ed base density(see Section II) allwable dwelling units Except as noted below,when calculations result in a fraction,the fraction is rounded to the nearest whole number as folloIA: 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.0 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.metrokc.gov/ddes Subdivision Density and Dimension CalculatlonL Io-cal-subden.pdf 12/10/03 Page 2 of 8 multiplying the recreation space requirement per unit type by the proposed number of such dwelling units(K.C.C.21 A.14.1 0). 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 propos d number of studio and one bedroom units 170 square feet X proposed number of two bedroom units 170 square feet X propos d number of three or more bedroom units + Recreation space requirement Residential subdivisions,townh•uses and apartments developed at a density of eight units or less per acre must provide r-creational space as follows: 390 square feet X 10 propos-d number of units 1 ©2O Mobile home parks shall provid- recreational space as follows: 260 square feet X propos-• number of units V. Net Buildable Area(K.0 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 proje site which are required to be dedicated for public rights-of-way in excess of sixty(60') f width 21 '2/3 sensitive areas and heir buffers,to the extent they are required by King County to remain undeveloped 1) areas required for a ove ground stormwater control facilities including,but not limited to, retention/detention ponds,biofiltration swales and setbacks from such ponds and swales 70`-i 4, 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.2 A.14.180(see Section IV)0 regional utility corridors,and other areas,excluding setbacks,required by King County to remain undeveloped 4I j 1200 Total reductions Calculation: 2(0/)a 2 site area in square feet(see Section)) j(00 Total reductions 117,1 2, Net buildable area in square feet NOTE: convert site area is square feet to acres by dividing by 43,560 2;1 Net buildable area in acres Check out the DDES Web site at www.metrokc.aov/ddes Subdivision Density and Dimension Calculation) 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: base density in du/ac see Section II)X . i Net buildable area in acres(see Section V) X minimum density%set forth in K.C.C.21A.12.030 or as adjusted in Section VII (,E)5) minimum dwelling units required VII. Minimum Density Adjustments for Moderate Slopes(K.C.C.21A.12.087): Residential developments in th 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 incremekt X 2.5%median slope value= sq.ft 5-10%slope increment X 7.5%median slope value= sq.ft 10-15%slope increrrent 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= iti im• sq.ft 35-40%slope increment X 37.5%median slope value= of P + 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%I 85% 5%—less than 15%83%, less 1.5%each 1%of average slope in excess of 5% 15%—less than 40% 66%, less 2.0%for each 1%of average slope in excess of 15% Check out the DDES Web site at www.metrokc.gov/ddes Subdivision Density and Dimension Calculations Ic-cal-subden.pdf 12/10/03 Page 4 of 6 A. 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 increments 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= - t 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 sI pe divided by 30,000 Total square feet in net buildable area 108333 Weighted average slope of et 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 ensity 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 ionly 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 th bonus or transfer units authorized to the base units calculated in Section III of this wo sheet. The maximum density permitted through residential density incentives is 15 percent of the base density(see Section II)of the underlying zoning of the develop ent 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 d nsity(see Section II)of the underlying zoning of the development. 10 base density in&relling units per acre see(Section IlJ 150%= q maximum density q maximum density in dwelling uni per acre X ("/ site area in acres= qj maximum dwelling units allowed utilizing den city incentives(K.C.C.21A.34) basetdensity 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: q6/7 base allowable dwelling units calculated in Section Ill 0 bonus units authorized by K.C.C.21A.34 1j-- transfer units authorized by K.C.C.21A.37 M total dwelling units(cannot exceed maximum calculated above) Check out the DI DES Web site at www.metrokc.00v/ddes Subdivision Density and Dimension Calculation§ lo-cal-subden.pdf 12/10/03 Page 5 of 6 J i 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 sLbdivision 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 I 1 30 Feet I Lot Width Circle I 1 Lot Width Measurement Check out the DDES Web site at www.metrokc.aov/ddes Subdivision Density and Dimension Calculations Io•cal-subden.pdf 12/10/03 Page 6 of 6 V• cinity Map i• 0) \ •,(., ,,,_ be..tiotnfbI , 1 ; E:ii-4ist SI,/ tplz4,,,,,,,,,,,,,,, me,,,,, 4)....-•„,,,,,, .... ; A 10, - , ' -.FULL SCREEN'...- SeCarrRcl,' =I li 117:( ,_,_: fi i ,, ,,,••• 1..ti; c• F, . 30t Nst sk., i 543rclSt ..,' b. 0 '', 7 'r."----'.:-`‘'-' z.,,,,,,,,,,,,,,, , ,..,,,,,,,,,,,,,,,,4,1'Se1181st St ,1-4- e; ii!''' / ;' I---' t, k.,:: IIIC (____, Se,1•83 cc .,•• :- r c ...,: .,,v.i;.,.„•;;,,,,;,,,i. 4 Z-IfT,', j (-3-1_1.- 4-• :HALF„zgREEN, 1 Ei.!--102nd Ave Sc 1,, 11 1> ---) e1186t riSt yi ul Se , 1 04 :,!..:•••;,,,,.. , 1B7th St I c IT11 ,i' >?, : --J,-...••ilim...9.ii'' - kS i'r. 7A fi_ -Fr"' cc'T ,:, ,,••:;,Er"4 on',. 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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. Kinq County I GISICenter I News I Services I Comments I Search By visiting this and other King County web pages,liou expressly agree to be bound by terms and conditions of the site.The details. 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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 Service s 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, http://www5.metrokc.gov/servletkom.eri.estimap.Esrimap?ServiceNarne=overwew&Clie... 5/19/2005 Map Output Page 1 of 1 King county N+s e '.. ,,IV as` •• Ser.rtcas c ti rn6 nts: ., searctt.,` iMAP -Sensitive Areas all themes p m o 3 ,,,xt i,^ J`,' F C { '',Cr -' r. .SY d ry" ,w ., _ s P f `• i,i•,, d''7" :' a+Yr x 'iv', " m"'' 7`h S C.i Y` ° °'>. V', ? Ar la,l a fir,a„ „ 6 x , :kkx , , 4C ^fib ,. J a rq5 .f >xt M1 t'c s tnd" r r sx1 t e ., q' 'i' '° k °". f"S t° ey-....i yt tr rr k t" ti.,t,jk;. „c:<.:' a, r •;.'sr l=.fnl_g.h1E7 ST r y,'• r t' t 7,, ,.. Yi„ ,A,,,,.Y„ 14,f i 3 1 •r °C 6 1" `I• ;* t"t- z} ; a 11,t6t t t a r t # a', ,..#" a c . r , x n rS" x 7" 1 , S. A x ,A,j' L, '. ' 1 f yy4 '7 3'j".0 S Nut 9 1 y3"7 ?q,, '.. 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' 4 >:' { tk tat20e3KingCauhty f , , J 1- ,t: .' r` 1,' 'al „ 0jFt.fib tr: Legend rali Selected Parcels 7.1 Parcels County Boundary 1--^i Lakes and Large Rivers Streets t' Streams lltgmJ 2002 Color Aerial Photos(West KC only) x, h•xr•ss he information included on this map has been compiled py King County staff from a variety of sources and is subject to change without notice.1 •ng County makes no representations or warranties,express or implied,as to accuracy,completeness,timeliness,or rights to the use of such formation.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 I Coun Kin]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. http://www5.metrokc.gov/servlet/com.eri.esrimap.Esrimap?ServiceName=overview&Clie... 5/19/2005 A••.... „.., 47 1( 4 7 I it, I ItM{H._. I ig,,zii CI) aIZ-79 if CO ' ro d DIC A ,:tr 3111i.ra ill I moil... ems 100 lop s 1 ,.. a rif474i 7 i.—I 0 co 61 2 } 1• Z% PG ..a to TR;8) p 5 M II' 14PI, Q• I : co on cm Vf TR.•l r r r l, 7 ' 41i 0.I.•i tttr Aire' I I:: IILJ7 ' , 98TH 3, r. F, .'• I ...... ti- k ril ,•- F.• ,... '.a2.. Mill: 14' 70641 11° N-... Ill:. n 1 ot r,. ....„. co3, 0„, 10 3-„, a„ if,) , A • 6 99TH a1e•..e ioo MT` V 41101 • . . I t I ..,N r,, g - . : , , . 1 u f b. 1• . T- JOKIO r 1:1 ' r r:>:. .s:• ..,^ds,r s .it'=ate "pp'` '- _ 11 t 1 :=n p 01° I I NO. ' • it]it 1, 75:::• Il'74. ff r A }, II 0 p$ I yam" i,.. , 1.'i. . w J.,. _ ,-„%,„'2 - - x' •..•: b £' -_ Yi _ :l3.';47•S l':.:".•'''? y -.. 4 1,+ , c. ,-c i Y., - • . 7 a w` d - ?r` ' d a 5l5r. r` is .; 'PoC7' .41 t: ,. •if Xtfa ,vklb,.,1'V,A, 1E.t,,.t;-..,,.&i C',krk•_kyga' :x',"(,j` ,y,, .:A.. 1 .;'a ,..,..,, ••Nl , ,• a e,a.:] 1 •d ' TASK 2 RESOURCE REVIEW TASK 2 RESOURCE REVIEW Adopted Basin Plans and Finalized Drainage Studies: The site is not known to be located in any adopted basin plans. Basin Reconnaissance Summary Reports: No existing or potential problem areas were indicated. Critical Drainage Area Maps: No existing or potential problem areas were indicated. FEMA) Maps: Site is located outside the 100 year flood plain. Other Offsite Analysis Reports: An offsite analysis report by Cramer Northwest for the Singh Residence located to the north of this project was prepared in May, 2001. Sensitive Areas Folio: The southern half of the site is located in a SAO Landslide, SAO Erosion area, and a Landslide Hazard Area The north half contains a Landslide Drainage Area. A stream flows across the southwest corner of the property. DNR Drainage Problems Maps: Not applicable. • Road Drainage Problems: Not applicable. Soils Survey: The soil is an Alderwood Gravelly Sandy Loam (AgC). Wetlands Inventory Maps: There are no known wetlands on site. Migrating River Studies: Not applicable. Drainage Complaints: There are no drainage complaints within our site's runoff downstream path. See attached list of complaints. TASK 3 FIELD INSPECTION TASK 3 FIELD INSPECTION A field inspection was conducted on February 11, 2005 to inspect the onsite drainage system of the site. Offsite drainage systems were also inspected downstream approximately 1)14 mile from the discharge point of the site. The inspection involved investigation of the ten specific items of a Level 1 Inspection per the King County Surface Water Design Manual, 1998. The inspection yielded the following findings: 1. The resource review indicated no existing problems. 2. The existing drainage system capacity was adequate. 3. There was no evidence of existing or potential flooding problems. 4. There were no existing or otential overtopping, scouring, bank sloughing, or sedimentation problems. 5. No significant destruction f aquatic habitat or organisms was noticed. 6. Qualitative data such as I nd use, impervious surfaces, topography, and soil types was noted and can be found in Task 4 information. 7. Information was collected on ditches, structures, and pipes. This information is also included in the Task 4 information. 8. Tributary basins delineated in Task 1 were verified. 9. No neighbors were consulted. 10. The weather conditions -t the time of the inspection were clear and cool. r I TASK 4 DRAINAGE SYSTEM DESCRIPTION AND PROBLEM DESCRIPTIONS TASK 4 DRAINAGE SYSTEM DESCRIPTION AND PROBLEM DESCRIPTIONS Site Drainage This project's north property line is located approximately 630' south of the intersection of SE 192nd St. aid 102"d Ave. SE. It's parcel # is 0522059085. The site is approximately 6.0 acres. The northern half of the property is pasture, while the other half is forested. The existing drainage tends to sheet flow from the east to the west. The site does receive some upstream runoff from the property to the east The soil types located on this property are Alderwood Gravelly Sandy Loam AgC) per the King County Soil Survey. Offsite Drainage An Off-Site Analysis Drainage System Table is provided on the next page that describes in detail the offsite Irainage components at least IA mile downstream from the project discharge location. Please refer to the offsite drainage map in Task 1 because the map symbols listed in the table correspond to drainage component symbols on the offsite drainage maps. TASK 5 MITIGATION OF EXISTING OR POTENTIAL PROBLEMS TASK 5 MITIGATION OF EXISTING OR POTENTIAL PROBLEMS After a thorough field inspection and a detailed resource review there were no existing problems identified. The proposed improvements will not produce a significant impact to the existing drainage patterns once the site has been stabilized and the runoff has been controlled via a combined detention/wet vault. A temporary erosion and sedimentation control plan will be created to minimize the transport of sediment laden runoff to the downstream conveyance system. FLOW CONTROL BMPS Perforated stubout connections from the lots convey runoff from the site to the roadside drainage system. unoff is then routed to the onsite detention facility and released to an energy di sipater where it converges with the nearby creek. APPENDIX THRESHOLD ASSESSMENT DETENTION, WAITER QUALITY & RECREATION TRAIT CALCULATIONS THRESHOLD CALCULATIONS: The site is 6.0 acres but the southern 2.92 acres is in a sensitive areas tract. Therefore only the 3.08 northern acres and the .22 acres of offsite improvements have been analyzed. Existing:. 3.08 acres pasture 0.22 acres pasture Developed: 18 homes @ 2500 ft2 45 00 ft2 1.03 acres Road improvements (onsite) 16p00 ft2 0.38 acres Road improvements (offsite) 9510 ft2 0.22 acres 1.63 acres impervious 1.67 acres lawn/grass I Retention/Detention Facility Type of Facility: Detention Vault Facility Length: 102.50 ft Facility Width: 33.00 ft Facility Area: 3383. sq. ft Effective Storage Depth: 8.50 ft Stage 0 Elevation: 0.00 ft Storage Volume: 28751. cu. ft Riser Head: 8.50 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 0.90 0.064 2 4.50 1.65 - 0.148 4.0 Top Notch Weir: None Outflow Rating Curve: None Stage Elevation Storage Discharge Percolation ft) ft)u. ft) (ac-ft) (cfs) cfs) 0.00 0.00 0. 0.000 0.000 0.00 0.01 0.01 34. 0.001 0.002 0.00 0.02 0.02 68. 0.002 0.003 0.00 0.03 0.03 102. 0.002 0.004 0.00 0.04 0.04 135. 0.003 0.004 0.00 0.05 0.05 169. 0.004 0.005 0.00 0.06 0.06 203. 0.005 0.005 0.00 0.07 0.07 237. 0.005 0.006 0.00 0.08 0.08. 271. 0.006 0.006 0.00 0.22 0.22 744. 0.017 0.010 0.00 0.36 0.36 1218. 0.028 0.013 0.00 0.51 0.51 1725. 0.040 0.016 0.00 0.65 0.65 2199. 0.050 0.018 0.00 0.80 0.80 2706. 0.062 0.020 . 0.00 0. 94 0.94 3180. 0.073 0.021 • 0.00 _ 1.08 1.08 3653. 0.084 0.023 0.00 1.23 1.23 4161. 0.096 0.024 ,, 0.00 1.37 - 1.37 4634. 0.106 0.026 0.00 1.52 1.52 5141. 0.118 0.027 0.00 1.66 1.66 5615. 0.129 0.028 0.00 1.80 1.80 6089. 0.140 0.030 0.00 1.95 1.95 . 6596. 0.151 0.031 0.00 2.09 2.09 7069. 0.162 0.032 0.00 2.24 2.24 7577. 0.174 0.033 0.00 2.38 2.38 8050. 0.185 0.034 0.00 2.52 2.52 8524. 0.196 0.035 0.00 2.67 2.67 9031. 0.207 0.036 0.00 2.81 2.81 9505. 0.218 0.037 0.00 2. 96 2.96 10012. . 0.230 0.038 0.00 3.10 3.10 10486. 0.241 0.039 0.00 3.24 3.24 10959. 0.252 0.040 0.00 3.39 3.39 11467. 0.263 0.040 0.00 3.53 3.53 11940. 0.274 0.041 0.00- 3.68 3.68 12448. 0.286 0.042 0.00 3.82 3.82 12921. 0.297 0.043 0.00 3.96 3.96 - 13395. 0.308 0.044 0.00 4.11 4.11 13902. 0.319 0.045 0.00 4.25 4.25 14376.. 0.330 0.045 0.00 4.40 4.40 14883. 0.342 0.046 0.00 4.50 4.50 15221. 0.349 0.047 0.00 4.52 4.52 15289. 0.351 0.047 0.00 4.53 4.53 15323. 0.352 0.049 0.00 4.55 4.55 15390. 0.353 0.052 0.00 4.57 4.57 15458. 0.355 0.056 0.00 4.59 4.59 15526. 0.356 0.061 0.00 4. 60 4.60 15560. . 0.357 0.067 0.00 4.62 4.62 15627. 0.359 0.073 0.00 4.64 4. 64 15695. 0.360 0.075 0.00 4.78 4.78 16168. 0.371 0.087 0.00 4.93 4.93 16676. 0.383 0.097 0.00 5.07 5.07 17149. 0.394 0.105 ' 0.00 5.21 5.21 17623. 0.405 0.113 0.00 5.36 5.36 18130. 0.416 0.119 0.00 5.50 5.50 18604. 0.427 0.126 0.00 5.65 5.65 19111. 0.439 0.131 0.00 5.79 5.79 19585. 0.450 0.137 0.00 5.93 5.93 20058. 0.460 0.142 0.00 6.08 6.08 20566. 0.472 0.147 0.00 6.22 6.22 21039. 0.483 0.152 0.00 6.37 6.37 21547. 0.495 0.156 0.00 6.51 6.51 22020. 0.506 0.161 0.00 6.65 6.65 22494. 0.516 0.165 0.00 6.80 6.80 23001. 0.528 0.169 0.00 6.94 6.94 23475. 0.539 0.173 0.00 7.09 . 7.09 23982. 0.551 0.177 0.00 7.23 7.23 24455. 0.561 0.181 0.00 7.37 7.37_. 24929. 0.572 0.185 0.00 7.52 7.52 25436. 0.584 0.189 0.00 7.66 7.66 25910. 0.595 0.192 0.00 7.81 7.81 26417. 0.606 0.196 0.00 7.95 7.95 26891. 0.617 0.199 0.00 8.10 8.10 27398. 0.629 0.203 0.00 8.24 8.24 27872. 0.640 0.206 0.00 8.38 8.38 28345. 0.651 0.209 0.00 8.50 8.50 28751. 0.660 0.212 0.00. 8.60 8.60 29090. 0.668 0.522 0.00 8.70 8.70 29.428. 0.676 1.090 0.00 8.80 8.80 29766. 0.683 1.820 0.00 8.90 8. 90 30104. 0.691 2.610 0.00 9.00 9.00 30443. 0.699 2.900 0.00 9.10 9.10 30781. 0.707 3.150 0.00 9.20 9.20 31119. 0.714 3.390 0.00 9.30 9.30 s 31457. 0.722 3. 610 0.00 9.40 9.40 31795. 0.730 3.820 0.00 9.50 9.50 32134.0.738 4.010 0.00 9.60 9.60 32472. 0.745 4.200 0.00 9.70 9.7.0 32810. 0.753 4.380 0.00 9.80 9.80 33149. 0.761 4.550 0.00 9.90 9.90 33487. 0.769 4.720 0.00 10.00 10.00 33825. 0.777 4.870 0.00 10.10 10.10 34163. 0.784 5.030 0.00 10.20 10.20 34502. 0.792 5.180 0.00 10.30 10.30 34840. 0.800 5.320 0.00 10.40 10.40 35178. 0.808 5.460 0.00 Hyd Inflow Outflow Peak Storage Target Calc Stage Elev (Cu-Ft)Ac-Ft) 1 1.12 0.40 0.613 8.67 8.67 29334. 0.673 . 2, 0.54 ******* 0. 4 8.51 8.51 28787. 0.661 3 0.66 ******* 0. 6 6.56 6.56 22179. 0.509 4 0. 63 ******* 0. 9 7.44 7.44 25155. 0.577 5 0.58 ******* 0. 6 6.41 6.41 21672. 0.498 6 0.53 ******* 0.0 5.02 5.02 16985. 0.390 7 0.42 ******* 0.q7 4.62 4.62 15634. 0.359 8 0.44 ******* 0.04 3.10 3.10 10473. 0.240 Route Time Series through Facility Inflow Time Series File:dev.tsf Outflow Time Series File:rdout Inflow/Outflow Analysis Peak Inflow Discharge: 1.12 CFS at 6:00 on Jan 9 in Year 8 Peak Outflow Discharge: 0.933 CFS at 9:00 on Jan 9 in Year 8 Peak Reservoir Stage: 8.67 Ft Peak Reservoir Elev: 8.67 Ft Peak Reservoir Storage: 29334. Cu-Ft 0.673 Ac-Ft Flow Duration from Time Series File:rdout.tsf , Cutoff Count Frequency CDF Exceedence_Probability CFS 0.003 34958 57.009 57.009 42.991 0.430E+00 0.010 7552 . 12.316 69'.325 30.675 . 0.307E+00 0.017 5700 9.295 78.620 21.380 0.214E+00 0.024 5455 8.896 87.516 12.484 0.125E+00 0.031 3067 5.002 92.518 7.482 0.748E-01 0.038 2107 3.436. 95.954 4.046 0.405E-01 0.045 1353 2.206 98.160 1.,840 0.184E-01 0.051 604 0.985 99.145 0.855 0.855E-02 0.058 47 0.077 99.222 0.778 0.778E-02 0.065 29 0.047 99.269 0.731 0.731E-02 0.072 23 0.038 99.307 0.693 0.693E-02 0.079 58 0.095 99.401 - 0.598 0.598E-02 0.086 48 0.078. 99.480 - 0.520 .0.520E-02 0.093 49 0.080 99.560 0.440 0.440E-02 0.099 46 0.075 99.635 0.365 0.365E-02 0.106 26 0.042 99.677 0.323 0.323E-02 0.113 16 0.026 99.703 0.297 0.297E-02 0.120 15 0.024 99.728 0.272 0.272E-02 0.127 14 0.023 99.750 0.250 0.250E-02 0.134 21 0.034 . 99.785 0.215 0.215E-02 0.140 19 0.031 99.816 0.184 0.184E-02 0.147 21 0.034 99.850 0.150 0.150E-02 0.154 19 0.031 99.881 0.119 0.119E-02 0.161 14 0.023 99.904 0.096 0.962E-03 I 1.0.168 9 0.015 99.918 0.082 0.815E-03 0.175 14 0.023 99.941 0.059 0.587E-03 0.182 9 0.015 99.956 0.044 0.440E-03 0.188 9 0.015 , 99.971 0.029 0.294E-03 0.195 4 0.007 99.977 0.023 0.228E-03 0.202 5 0.008 99.98 0.015 0.147E-03 0.209 5 0.008 99.993 0.007 0.652E-04. 0.216 3 0.005 99.998 0.002 0.163E-04 0.223 0 0.000 99.998 0.002 0.163E-04 0.230 0 0.000 99.998 0.002 0.163E-04 0.236 0 0.000 99.9987 0.002 0.163E-04 0.243 0 0.000 99.998 0.002 0.163E-04 Route Time Series through Facility Inflow Time Series File:dev.tsf Outflow Time Series File:rdout Inflow/Outflow Analysis Peak Inflow Discharge: 1.12 CFS at 6:00 on Jan 9 in Year 8 Peak Outflow Discharge: 0.933 CFS at 9:00 on Jan 9 in Year 8 Peak Reservoir Stage: 8.67 Ft Peak Reservoir Elev: 8.67 Ft Peak Reservoir Storage: 29334. Cu-Ft 0.673 Ac-Ft Duration Comparison Anayl is Base File: predev.tsf New File: rdout.tsf Cutoff Units: Discharge in CFS Fraction of Time Check of Tolerance Cutoff Base New Change Probability Base New Change 0.060 0.89E-02 0.76E-02 -14.1 0.89E-02 0.060 0.050 -17.1 0.073 0.62E-02 0.69E-02 9.9 0.62E-02 0.073 0.077 5.5 0.087 0.49E-02 0.51E-02 5.7 0.49E-02 0.087 0.089 2.8 0.100 0.37E-02 0.36E-02 -1.3 0.37E-02 0.100. 0.099 -0.6 0.113 0.28E-02 0.29E-02 5.3 0.28E-02 0.113 0.118 4.4 0.127 0.21E-02 0.25E-02 17.7 0.21E-02 0.127 0.135 6.6 0.140 0.15E-02 0.19E-02 27.5 0.15E-02 0.140 0.148 5.4 0.153 0.11E-02 0.12E-0 16.9 0.11E-02 0.153 0.157 2.5 0.167 0.77E-03 0.83E-013 8.5 0.77E-03 0.167 0.169 1.5 0.180 0.41E-03 0.46E-0 3 12.0 0.41E-03 0.180 0.183 1.6 . 0.194 0.24E-03 0.24E-0I3 0.0 0.24E-03 0.194 0.194 0.0 0.207 0.15E-03 0.82E-0I4 -44.4 0.15E-03, 0.207 0.204 -1.6 0.220 0.65E-04 0.16E-04 -75.0 0.65E-04 0.220 0.210 -4.7 Maximum positive excursion = 0.006 cfs ( 8.6%) occuring at 0.068 cfs on the Base Data:predev.tsf and at 0.074 cfs on the New Data:rdout.tsf Maximum negative excursion = 0.010 cfs (-17.1%) occuring at 0.060 cfs on the Base Data:predev.tsf and at 0.050 cfs on the New Data:rdout.tsf WETPOND CALCULATIONS The following calculation is per Section 6.4.1 of the KCSWDM. Runoff Volume = Vr = (0.9 i + 0.25Atg + 0.l0Atf + 0.01Ao) x (R/12) , Ai=71000 sf Atg=63059 sf Atf=0 Ao=0 R=.47 Vr = [ (0. 9)•(71000) + (0.2 ) (63059) + 0 + 01 x (.47/12) = 3120 cf Wetpool Volume Vb = f(Vr) f=.3 Vr=3120 cf Vb = 3x3120 = 9360 cf Wetpool volume = 33' x 102.5' x 3' = 10147.5 cf, thus satisfying the volume required. Recreation Tract 18 lots @ 390 ft2 per lot 7020 ft2 Provided.7048 ft2 Sl1:Dd "tu';:'4.1i1.1 r KingCounty . IJi4in:`._LottGafClatiOns::: ..,. 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 TrY 206-296-7217 LOs?Oo 3 File Number To be filled in by DDES) PRELIMINARY SUBDIVISION WQRKSHEET RELATING TO DENSITY AND DIMENSIONS I 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 incorrectly applying specifid portions of the code and will be used to determine if a proposed subdivision or short subdivision meets the density apd 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, tate and federal laws. Pre-application conferences ar required prior to submittal of a subdivision or short subdivision. These conference help to clarify issues and answer questions. They may save you both time and money y eliminating delays resulting from requests for additional information and revisiions. You may call 206-296-6600 to find out how to arrange for a pre-application conference. Worksheet Prepared By: At-ell Nm& Kr*IDEtdS Date: 62/20/0 Print Name) Subdivision Name: b'/t tti,POINT Comprehensive Plan Land Use Designation: La') Zoning: 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 II 1. 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 broject site for the public rights-of-way. square feet in submerged land(any land below the ordinary high water mark—see K.C.C.21A.06.825) square f et in perimeter rights-of-way which will be requ f] dedicated D U U 1(5 D\,Total JUL 0 5 2005 K.C. D.D.E.S. Check out the DES Web site at www.metrokc.pov/ddes 6 Subdivision Density and Dimension Calculation I Ic-cal-subden.pdf 12/10/03 144#NPFIVE COPY Calculation: 2,041)r Z Gross horizontal area of the project site i Total submerged lands and rights-of-way 2&2/ '3 Z Site area in square feet NOTE: To continue calculations, convert site area in square feet to acres by dividing by 43,560 5,q1 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.21,.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 acrg(from K.C.C.21A.12.030-.040 tables). 41 site area in acres(see Section 1.)X base density(see Section II) 3 allowable dwelling units Except as noted below,when calculations result in a fraction,the fraction is rounded to the nearest whole number as follow: 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.CJ 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.metrokc.gov/ddes Subdivision Density and Dimension Calculation Ic-cal-subden.pdf 12/10/03 Page 2 of 6 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 d?veloped at a density greater than eight units per acre, and • mixed use must provide recreational space as follows: 90 square feet X propos d number of studio and one bedroom units 1•1/ 170 square feet X proposed number of two bedroom units 170 square feet X proposbd number of three or more bedroom units + Recreation space requirement Residential subdivisions,townh uses and apartments developed at a density of eight units or less per acre must provide r creational space as follows: 390 square feet X 18 propos d number of units 1, 020 Mobile home parks shall provide recreational space as follows: 260 square feet X proposed number of units V. Net Buildable Area(K.0 C.21A.06.797): This section is used for computipg minimum density and must be completed only if the site is located in the R-4 through R8 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 2/ '273 sensitive areas and their buffers,to the extent they are required by King County to 2 remain undeveloped 1),246,I areas required for above ground stormwater control facilities including,but not limited to, retention/detention pionds,biofiltration swales and setbacks from such ponds and swales70tiareasrequiredbyKingCountytobededicatedorreservedason-site recreation areas. Deduct area within s ormwater control facility if requesting recreation space credit as allowed by K.C.C.2 A.14.180(see Section IV) V regional utility corridors,and other areas,excluding setbacks,required by King County to remain undeveloped I1 0Q Total reductions Calculation: 2(i2I) 22 site area in square feet(see Section1) PO)&OO Total reductions 1./.7,•13Z Net buildable area in square feet NOTE: convert site area is square feet to acres by dividing by 43,560 1 Net buildable area in acres Check out the DES Web site at www.metiokc.aov/ddes Subdivision Density and Dimension Calculation Ic-cal-subden.pdf 12/10/03 Page 3 of 6 A 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: base density in du/ac see Section II)X ' I Net buildable area in acres(see Section V) A J X minimum density%set forth in K.C.C.21A.12.030 or as adjusted in Section VII (,e},) minimum dwelling uni 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 slopeincrementbythemedianslopevalueofeachslopeincrementasfollows: 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 increrpent X 32.5%median slope value= gag sq.ft 35-40%slope increment X 37.5%median slope value= / Z/(., + 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 o 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%I 85% 5%—less than 15%83%, less 1.5%each 1%of average slope in excess of 5% 15%—less than 40% 66%, less 2.0%for each 1%of average slope in excess of 15% Check out the DDES Web site at www.metrokc.gov/ddes Subdivision Density and Dimension Calculations lc-cal-subden.pdf 12/10/03 Page 4 of 6 4 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 incremen 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 incremei t X 27.5%median slope value= sq.ft 30-35%slope increment X 32.5%median slope value= - sq.ft.35-40%slope increme t 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 sl pe divided by 30,000 Total square feet in net buildable area 108333 Weighted average slope of nnlet buildable area 11% (Note: multiply by 100 to covert 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 6%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 fnly 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 they bonus or transfer units authorized to the base units calculated in Section III of this wo sheet. The maximum density permitted through residential density incentives is 15 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. 10 base density in dvvelling units per]acre see(Section IA 150%= q maxi mdensity q . maximum density in dwelling units per acre X i!`I site area in acres= 533, 1 maximum dwelling units allowed utilizing density incentives(K.C.C.21A.34) base density in dwelling units pe i 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 den ity incentives with 100 percent affordable units(K.C.C.21A.34) base density in dwelling units pert 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: j6 /1 base allowable dwelling units calculated in Section III bonus units authonzed by K.C.C.21A.34 j transfer units authorized by K.C.C.21A.37 total dwelling units(cannot exceed maximum calculated above) Check out the DES Web site at www.metrokc.aov/ddes Subdivision Density and Dimension Calculations Io.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 forlots 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 I I I 1 30 Feet I 11. 1 Lot Width Circle I I 1 Lot Width Measurement Check out the DDES Web site at www.metrokc.gov/ddes Subdivision Density and Dimension Calculations local-subden.pdf 12/10/03 Page 6 of 6 e a. l..•; :''DECLARATION OF BOUNDARIES BY OWNERS ca We, the undersig ed, hereby declare that we purchased the h County South Half of the Nord west 4uarter of Govt.. Lot 4 (King e• Account No. 05.52205- 077-,03; South 301.5 ft. of Northwest Quarter r'. of Govt. Lot 4) , bein more particularly described as: o Com-2' ing, 660 feet north of the southwest corner ofe- Government lot four (4) , Section 5, Township 22 North, r Range 5 E. W.FI. , thence north 301.5 feet;. thence east 660 feet; thence south parallel to the westerly margin o• • ,O lina of said sec ion 301.5 feet; thence west 660 feet 11 o r•. to the place of •eginning, EXCEPT the east 20 feet o . thereof for road situate in the County of King, State of Washington, rr which was described b, and purchased from Stephen Sheehan and v N. Eleanor Sheehan, his ife, by the undersigned, Louis H. • Goldmann a, :" 1942. How the Ebba A. Goldmann, his wife, in February, L. Sheehans developed t e property lines is also •detailed 'as follows: A For Sale sign indicated property for sale at .Point "B". See Page 3 attached) Upon contacting the owners (Sheehans) , th_y agreed to sell one-half of the trac ' -- the southerly one-half. A barbed wire f nce in poor repair was indicated as dividing line (See Page 3 attached) . However, this old fence was not in line with anything acid ran about five feet from the existing barn. c`,..-.; We discussed this condition and the Sheehans and us agreed that the k.. 3 .1 _ i F•%:ty line should be para11e1. Mr. Sheehan measured and staked out to 1,. divide the tract into two equal halves from posts Mr. Sheehan had, D- e 3 attached) Corners "A" and "B" and "C" and D (See gnn sty„ors marking i;` r.;.: i,q This agreed action established the existing line dividing C: the property between Sheehans and Goldmanns. Sheehans declared I IPM.' q 2— i that all the property south of this established line would be the Goldmanns. Sheehans agree to build one—half of the new fence on the 9 ' 1 dividing line and G ldmanns the other one—half. tie :.wilt our one—half (the east half) the second year on q the property. The ther one—half (the west half) was built by Mr. and Mrs. Sheeha a short time afterwards. (Line X, Page 3 attached) Dated this 23r,r'•_day of _August , 1979, at Renton, Washington. 7..)./ ( 7 Louis H. (Go dmann Ebbe A. oldmann v i 7 t. L i t.,1t:ts, L 1 t 1 c 2 .. per• 1 A t 1.• '• —i.;, :':•-• 4;0-.'''' fr--1••• •-% 41,- • -) 1 r a I - • ....)'7 Ai D 4:• '! ..0 r--- A 6 B Lo LD • 1 CD G I ON r--- i'..,, r • , 6ARIV u D 1 c.IUAL 8ARESE-D MIZE sFEAL. ett • ot a 1: 14. or pr * r\1 g atA " tite ° A N r Divoi --JE? UNE. E.ZTEOZI.SH4D 5 y 5H E E i—i A A/S 1 4;••T„-,• •,•:;:;1 C 1:, i . . . tv,„,-t . 1., • si.:5„4,.....,,-;.1.2• A,:::1 i •••••.,,,,.i,.• f•:4'44.V.;''..,4•?•••1.' 1 /-•;:q,....! A-.4-4".V46,4•;k•44t, -*!..:•,;•.4i• 1.,••••'"1.7'; '1v4.• Af4 1 .'...3'::'::;- 414;rtlig".W' 1 '56::C i•••;.. I'4-..-;01...4;.-t;••• i••-•••AdArV,1",••:! 1...•• *''''',Z.:1•• i.',..-‘•atlIM•VI, N.'51... 7.4W•:::,•:;•.:,...,, l'f'?:',.. . I l';',:: T;,,, P'. 1:00,,, 4•:'•;,:. a,-,;,•,., i.y.,•%•,:,:•,,• 1.141,....‘....,• f••:' ii, ••!: 2.11.!,:I...'..:4::. .•.: te's j . I.:•':40:.. 4."'::'"•‘....:*' 7 • - .;:.131.. -- C.i.'i; ' 1.1'''''' •. i! • i: I r' f rt t;av! F ': AFFIDAVIT OF ESTABLISHMENT w '•'d r".- OF BOUNDARY CHARLOTTE ANN CLIUE hereby declares that she saw Stephen T. Q`Sheehan and Eleanor Sheehan, his wife, together with Louis H. 11 Goldmann and Ebba A. Goldmann, his wife, build the boundary fence dividing the property owned and occupied by the Goldmanns from. the property owned and occupied by the Sheehan's as is more particularly set forth in the Declaration of Boundaries of Louis H,. Goldmann and Ebba A. Goldmann. Further, she actually witnessed es ablishment of the boundary lines between the property owned by Louis H. Goldmann and Ebba A. Goldmann, his wife, and the adj ining property to the north owned by Sturhen T. Sheehan and Eleanor Sheehan, his Wife. DATED this 30th day of August , 1979, at Renton, Washington. d, Charlotte Ann Cline FL ; LLD r Record at Request 4 i G f._ P@COpOER'S NOTES: J " dame_ f:. 4 ..••^•••• "" [/ y// yi- ;!'. S'„NATURE NOT AFFIXED q , 1 r new' Jt t" '^^` } MO ram, 1 5, When Recorded Return to Harchand Singh S 13955 Interurban Ave. S., 'A' 8 Tukwila, WA 98168 3 2 s IS QUITCLAIM DEED CORRECTING ERROR IN STATUTORY WARRANTY DEED This quitclaim deed is bring entered solely for the purpose of correcting an error in the statutory warranty deed that was dated A gust 24, 1998 and recorded August 31, 1998 under recording number9808313251inKingCounty,W hington. The error that is being corrected is that whereas two of the buyer/grantees in the statutory w rranty deed were to receive a 9/11 share of the property and whereas the other two buyer/grantees were o receive a 2/I 1 share, the statutory warranty deed executed by the a seller/grantor conveyed equal joi t ownership to the various buyer/grantees. g Accordingly,for no consideration other than correction of the error just described,archand Singh and Angrei Kaur(husband and ife)and Amrik Kamoh and Bhupinder Kamoh(husband and wife)as grantors hereby convey and quiclaim to themselves in the proportions set forth below the following described real estate,situated in ing County,Washington: PTN OF NW Q/R OF G 4 VNMENT LOT 4 IN SEC 5-22-5;AND PTN OF TRACT 10,SPRNGBROOK ACRE TRACTS,VOL.12 OF PLATS,PAGE 60.The full legal description is set forth in Exhibit A,which serves as page 3 of this deed.] The real estate just described consists of the parcels that have the following King County tax parcel ID numbers: 052205-9077-03, 052205-9085-03,and 793100-0144-06. (The parcels are commonly known by N the following addresses: 19214• 102nd Avenue S.E., 19223-102nd Avenue S.E.,and 19225- 102nd i4 Avenue S.E..Renton.Washington 98055.) 0 i"( Apportionment of Ow•ijership Shares Among the Grantees. Harchand Singh and Angrej Kaur C (husband and wife)shall hold ar undifferentiated 9/11 share in the property described above,and Amrik X Kamoh and Bhupinder Kamoh(husband and wife)shall hold an undifferentiated 2/11 sham in the property described above. Dated this 4`"iday of Qp& 1998. YO4C—Pt0 Harchand Singh.Co-Granto,G ntee Angrej Kaur,Co-Grantor/Grantee 4.,..,.di Amrik Kamoh,Co- rantor/Grantee Bhupinder Kamoh,Co-Grantor/Grantee STATE OF WASHINGTON ) ss. COUNTY OF KING On the date shown below,the persons known to me as(or providing me with convincing evidence of I being)Harchand Singh and Angrej Kaur personally appeared before me and signed the above quitclaim deed as 1 co-Grantees and co-Grantees. On oath,they affirmed that they were executing this document freely and voluntarily and for the purposess forth in tie nt._document. On this 7r "dey of 44. ,1998,I hereby if i and official seal. O. iiC1 r Q;r';; •, . 'I/ rr, Notary Public in and for the State of Washington 1 A. .• r,.._,rk414. gyp',residing at QE+V7a7 r- • ` -j% • ;-s Date commission expires:G$—0/ ' 0 C) ) J c, •j o• wF.SrA-" G 3 7 clse•o 9//ci719 F ao . o d Quitclaim Deed Page 2 STATE OF WASHINGTON ) ss• COUNTY OF KING On the date shown below,the persons known to me as(or providing me with convincing evidence of being)Amrik Kamoh and ehupinder kamob personally appeared before me and signed the above quitclaim deed as co-Grantees and co-Grantees. On oath,they affirmed that they were executing this document freely and voluntarily and for ts_purposes set orth in the document. On this day of —4 ..!rAd f- 04 19981 signature and official seal. 1,, Notary Public in and for the State of Washington residing at gjerevrOit; Date commission expires: Og—0/— u•••A ) I 9-4 0 05 a, 20040122001771.001 i I I Ill .i i 20040122001771 SINGH 00 EAS 21 00 011//22/2004 13331 KING COUNTY, UA Ski w. ANT c /fian Return Address 3Sc.e SE 240 ' '.7 S 7 e n4 ct,rl — Tee cyZ_ EASEMENT - s Indexing Information required by the Washington Slate Auditor's/Recorder's Office(RCW JC 18 and RCW 05 04,1/97) Print last name first) Reference No (tf applicable) Add1 on pg Grantor(s) (1) 2) Grantee(s) Addl on pg( 1) 2) Add' legal on pg Legal Description(abbreviated) Assessors Propeity Tax Parcel/Account Nos Grantor 052205-9077, Grantee 052205-9085 . Grantor Tax Parcel Number Is 052205-9077,G tee Parcel Number is 052205-9085 For valuable consideration,receipt of which is ereby acknowledged,the Grantor(s) t F!'+,A 1J O S/A i C -/ hereby nt and convey to the Grantees) iq p.l'Na-1 ND 5),.0-1 their su ,'ssors and assigns,the nght,privilege and authority for an ingress,egress,and utilities easement,and to construct,improve,repair and maintain utilities across,over,under,and upon said ingress,egress and utilities easement located in King County,State of Washington,to wit EASEME See Attached Exhibit A In exercising the rights herein granted,the tee(s),their successors and assigns,may pass and repass over said easement and may cut and remove brush,trees and other bstructions which m the opinion of the Grantee(s)interfere(s)with maintenance , and repair or installation of utilities or access .‘ny trees,shrubs or fences removed will be replaced at the grantees'expense or at the expense of the utility maintenance contractor Said Easement will also be for the benefit of any future lots that shall be subdivided on the Gantee's property The covenants herein contained shall rim with the land and are binding upon all subsequent owners thereof in Witness whereof, the said tor(s)executed this instrum,,, tlus day of 20 Q,a1 I444r . krrantor. • ,' 4 ' Grantor GNAEL a ssss ,,''•.. Q`P40 AN•,f rp 1j LG • STATE OF WAS OTON SS (INDIVIDUAL ACKNOWLEDGEMENT) N0 T A A U o County of C'r Vift.° 1 g PUB I certify that I know or have satisfactory evidence tliatk A^V-) S U U^^9"' is' .-f r 1417.,,e appeared me,and said person acknowledged that 'Z sus signed this Instrument add4,,q,t to be -Cillrt.— free and voluntary act for the uses and putpo mentioned in the instrument a,'i"',,,ss Dated this .2( ST day of944-1.1— ,20 0 20040122001771.002 el lq" THE SOUTH30 FEET OF THE NORTHWEST QUARTBR OF GOVERNMENT LOT 4,SECTION 5, TOWNSHIP 22 NORTH RANGE 5 EAST, ,M.,IN KING COUNTY,WASHINGTON; LESS THE EAST 30 FEET THEREOF; l V 1 20040122001771.003 I 20 N c'‘ Loi"I -5 4 rn N T A 1 v-r 90 85 King County 0 • of Development and Environmental Services i:ajnC•DepartmentP r 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 O F dd t Application Name: l/t P0' 7 "P1/1T Project Location: XX'Y li2MA-ve. The undersigned, being first,duly sworn on oath deposes and says: 1. That the affiant is c T mpetent to be a witness herein; 2. That the affiant is tlje applicant for the above project; 3. That to the best of tie affiant's knowledge the critical areas on the development propo al site have not been illegally altered; and 4: That the affiant has not previously been found.to be in violation of critical areas regulations f r any property in King County, or alternatively, that if there have been an, violations, such violations have been/are being cured to the satisfaction o King County. p'llcant iit W--6 t ' (A) D z 7-o 5- A Signature Date and Place (City.and State) I certify under penalty of perjury under the laws of the State of Washington that the foregoing is true and correct. U JUL 0 5 2005 Check out the DDES Web site at www.metrokc.00v/dddsC. D.D.E.S. AffidavitSensitiveCriticalAreasCompliance Ic-aff-sacomp.pdf 12/19/03 Page 1 of 1 442,IV e e%); 1S f+t State Environmental Policy Act (SEPA) Checklist of Development Environmental Services Land t Services Alternative formats available 900 OakesdaieAvenue Southwest upon request Renton,Washington 98055-1219 206-296-6600 TTY 206- Purpose of the checklist The State Environmental Policy Act(SEPA), RCW Chapter 43.21 C, requires all governmental agencies to consider he environmental impacts of a proposal before making decisions. An environmental imps statement (EIS) must be prepared for all proposals with probable significant adverse imps on the quality of the environment.The purpose of this checklist is to provide information to elp you and the agency identify impacts from your proposal and to reduce or avoid impacts fro the proposal, if it can be done)and to help the agency decide whether an EIS is required. Instructions for the applicants This environmental checklist asks ou to describe some basic information about your proposal. Governmental agencies se this checklist to determine whether the environmental impacts of your proposal are signifi nt, requiring preparation of an EIS.Answer the questions briefly with the most precise inform tion known, or give the best description you can. You must answer each question a rately 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 expert. If you really do not know the answer or if a question does not apply to your proposal,write"do riot know"or"does not apply". Complete answers to the questions now may avoid unnecess Ty delays later. Some questions ask about govemm ntal regulations such as zoning, shoreline and landmark designations.Answer these questio s if you can. If you have problems, the governmental agencies can assist you. The checklist questions apply to all parts of your proposal even if you plan to do them over a period of time or on different parcels of land.Attach any additional information that will help describe your proposal or its environmental effects.The agency to which you submit this checklist may ask you to explain your answers or provide additional information reasonably related to determining if there may be significant adverse impacts. rn]i ER JUL 0 5 2005CheckouttheDDESWebsiteatwww.metrokc.aov/ddes SEPA Checklist Io-ck4SEPA.pdf 05/28/03 Page 1 oT'g• D.D•E.S. LoPO30. A. Background 1. Name of the proposed project, if applicable: Viewpoint 2.Name of applicant: 5atwant 5 ngh 3.Address and phone number if applicant and contact person: 5atwant 5 ngh Ale @Cramer NW 15506 24O01 • eet 945 N Central #I O4 Denton WA 98042 Kent WA 9802 206-591-5 'II 253-852-880 4. Date checklist prepared: Wednesday{, June 2 , 2005 5. Agency requesting checklis : Planning, band Use Services 6. Proposed timing or schedu e (including phasing, if applicable): Not applicable 7. Do you have any plans for f ure additions, expansion or further activity related to or connected with this prop sal?If yes, explain. Not at this time 8. List any environmental information you know about that has been prepared, or will be prepared, directly related to this proposal. None Known 9. Do you know whether applications are pending for government approvals of other proposals directly affecting the property covered by your proposal? If yes, explain. None Known Check out the DDES Web site at www.metrokc.gov/ddes SEPA Checklist lo-alSEPA.pdf 05/28/03 Page 2 of 19 10. List any government approvals or permits that will be needed for your proposal, if known. Subdivision/ L-andu e permit and Site ngineerinq Premit will be needed 11. Give brief complete description of your proposal, including the proposed uses and the size of the project and site. There are several questions later in this checklist that ask you to describe certain aspects of your proposal. You do not need to repeat those answers on this age. (Lead agencies may modify this form to include additional specific information on roject description.) proposed 18 l.ot pl , This site is approximatelL{ 6 acres and is currently{ vacant, e site is surrounded bu resident al U5C5. 12. Location of the proposal. Give sufficient information for a person to understand the precise location of your proposed jest,including a street address, if any,and section, township and range,if known. If a posal would occur over a range of area, provide the range or boundaries of the sit (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 chec li list. South of'the inters -lion of 5 192nd Street and 102 Ave 5, The parcel #is 0522 59085. The site is located in the NW quarter of the NW cluater Section 5Township 22 Range 5, Check out the DDES Web site at www.metrokc.aov/ddes SEPA Checklist Io-ckISEPA.pdf 05/28/03 Page 3 of 19 TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY B. Environmental elements 1. Earth a. General description of the site (circle or check one): Flat x] Rolling Hilly x] Steep slopes Mountainous Other . b.What is the steepest slope on the site(approximate percent of slope)? The site does costa n slopes over 40 , tie Site will also contains a porti•n of approx matelu 15% slope which will be the co struction site. c.What general types of soil re found on the site(i.e., clay, sand, gravel, peat, muck). If you know the classification of agricultural soils, specify t em and note any prime farmland. Al derwood Gravelly{ andu loam ARC) d.Are there surface indicati ns or history of unstable soils in the immediate vicinity? If s describe. None Observed e. Describe the purpose,type and approximate quantities of any filling or grading propose . Indicate source of fill. 10 be provided with final engineering. Check out the DDES Web site at www.metrokcalov/ddes SEPA Checklist Io-ckl-SEPA.pdf 05/J8/03 Page 4 of 19 TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY f. Could erosion occur as a result of clearing, construction or use? If so, generally describ4, erosion is possible, please see final engineering erosion and sediment contr I plan for protection measures g. About what percent of the sit will be covered with impervious Surfaces after project constr ction (i.e., asphalt or buildings)? An estimated I,63 acres of the site will be covered bq impervious surfaces. h. Proposed measures to reduc- or control erosion or other impacts to the earth, if any: None proposed at this timo; please refer to final engineering erosion and sedimentation elan for specifics 2.Air a.What types of emissions to the air would result from the proposal i.e., dust, automobile, odo industrial wood smoke) during construction and when the p oject is completed? If any, generally describe and gi e approximate quantities if known? General dust,,automobile and odor emissions could be present during cons ructi , .Quantities are not known. b.Are there any off-site sources of emissions or odor that may affect your proposal?If so,generally describe. None Known Check out the DDES Web site at www.metrokc.9ov/ddes SEPA Checklist lo-ckl-SEPA.pdf 05/28/03 Page 5 of 19 TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY c. Proposed measures to reduce dr control emissions or other impacts toP air, if any: None proposed 3.Water a. Surface: 1. Is there any surface water y on or in the immediate vicinity of the site(including year-r and and seasonal streams, salt water, lakes, ponds, wetlands)? If yes,describe type and provide names. If appropriate, sta what stream or river it flows into. None Observed 2.Will the project require any ork over, in or adjacent to (within 200. feet)the described wate ? If yes, please describe and attach available plans. Not proposed 3. Estimate the amount of fill and dredge material that would be placed or removed from. urface water or wetlands and indicate the area of the site that would be affected. Indicate the source of fill material. Nob applicable Check out the DDES Web site at www.metrokc.gov/ddes SEPA Checklist Io-ckl-SEPA.pdf 05/ 8/03 Page 6 of 19 TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY 4.Will the proposal require surfa water withdrawals or diversions? Give general description, p rpose and approximate quantities if known? None proposed 5. Does the proposal lie within a 1 0-year floodplain?If so, note location on the site plan. No 6. Does the proposal involve any Flischarges of waste materials to surface waters? If so, describe the type of waste and anticipated volume of discharge. None Proposed b. Ground 1. Will ground water be withdrawn or will water be discharged to ground water? Give general escription, purpose and approximate quantities if known. None proposed at this time, please see final engineerinq plans, 2. Describe waste material that will be discharged into the ground from septic tanks or other sources, ifI any (i.e., domestic sewage; industrial, containing the following cher>tiicals:...; 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. None Proposed Check out the DDES Web site at www.metrokc.crov/ddes SEPA Checklist lo-ckl-SEPA.pdf 05/28/03 Page 7 of 19 TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY c. Water runoff(including stormwater): 1. Describe the source of runoff(including stormwater) and method of collection nd disposal, if any. Include quantities, if known. Where will t is water flow?Will this water flowinto other waters? if so, d scribe. 5tormwater appears to be the primarq source of'runoff, According to the bevel I perforated stubout connections from the lots convey{ runoff from e site to the raodside drainage sqstem. I??unoff will then b routed to the onstie detention facilittA and released to an energt{ dissipater wher it converges with the nearbu creek, 2. Could waste materials nter ground or surface waters? If so, generally describ . Not anticipated d. Proposed measures to r uce or control surface, ground and runoff water impacts if any: Measures will meet min, ntti requirements, please pefer to final site engineering reJiew, 4. Plants a. Check or circle types of v etation found on the site: X]Deciduous tree: alde1*, maple, aspen, other X] Evergreen tree: fir, dar, pine, other Shrubs Grass X] Pasture Crop or grain Wet soil plants: cattail buttercup, bulirush, skunk cabbage, other I Check out the DDES Web site at www.metrokc.00v/ddes SEPA Checklist lo-ckl-SEPA.pdf 05/28/03 Page 8 of 19 TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY b.What kind and amount of vegetation will be removed or altered? Unkown at this time, pleas refer to engineering clearing and grading plan c. List threatened or endangered pecies known to be on or near the site. None Observed d. Proposed landscaping, use o native plants,or other measures to preserve or enhance vegeta ion on the site, if any: None Proposed at this tim 5.Animals a. Check or circle any birds and -nimals which have been observed on or near the site or are known to be on or near the site: Birds: hawk, heron,eagle, so gbirds,other Mammals: deer; bear, elk, beaver, other Fish: bass, salmon, trout, herring, shellfish, other b. List any threatened or endangered species known to be on or near the site. None Observed c. Is the site part of a migrati n route? If so, explain. Unknown Check out the DDES Web site at www.metrokc.gov/ddes SEPA Checklist lo-ck1-SEPA.pdf 05/28/03 Page 9 of 19 TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY d. Proposed measures to preserve or enhance wildlife, if any: None proposed 6. Energy and natural resources a.What kinds of energy(electri , natural gas,oil,wood stove, solar) will be used to meet the com leted project's energy needs? Describe whether it will be used for heating, manufacturing, etc. Nectricitu will be used for Ilumination and Heating, Natural Gas 'will also be used for heating b.Would your project affect the potential use of solar energy by adjacent properties?If so, generally describe. Not Known 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: None proposed Check out the DDES Web site at www.metrokc.gov/ddes SEPA Checklist lo-ckl-SEPA.pdf 05/28/03 Page 10 of 19 TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY 7. Environmental health a. Are there any environmental health hazards, including exposure to toxic chemicals, risk of fire -nd explosion, spill or hazardous waste that could occur as a result .f this proposal? If so, describe. Not known, none proposed 1. Describe special emergen•y services that might be required. Not Known 2. Proposed measures to re s uce or control environmental health ha ards, if any: None proposed b. Noise 1.What types of noise exist i the area which may affect your project(i.e., traffic, equi ment, operation, other)? None Known 2.What types and levels of n ise would be created by or associated with the project on a sho -term or long-term basis (i.e., traffic, construction, operation, ther)? Indicate what hours noise would come from the si e. General Construction noise ,.nd traffic cluing business hours is anticipated, Check out the DDES Web site at www.metrokc.gov/ddes SEPA Checklist lo-ckl-SEPA.pdf 05/28/03 Page 11 of 19 TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY 8. Land and shoreline use a.What is the current use of the s'a and adjacent properties? Single Pamir{ l e5Ic errtial b. Has the site been used for a•riculture? If so, describe. Not known c. Describe any structures on t e site. There are no structures on ite d.Will any structures be demoli hed? if so, what? None proposed e.What is the current zoning cia ification of the site? p-6-5O f. What is the current comprehe sive plan designation of the site? UM g. If applicable, what is the current .horeline master program designation of the site? No Applicable Check out the D )ES Web site at www.metrokc.9ov/ddes I SEPA Checklist Io-ckl-SEPA.pdf 05/28/03 Page 12 of 19 TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY h. Has any part of the site been classified as an"environmentally sensitive"area?If so, specify. Yes, there is steep slopes the south of the site i. Approximately how many people would reside or work in the completed project? Average of'36 people will re ide in the completed project j. Proposed measures to avoi or reduce displacement impacts, if any: None proposed k. Proposed measures to ensure the proposal is compatible with existing and projected land uses and plans, if any: Project is being proposed consistant with all zoning and development: regulations; 9. Housing a.Approximately how many units would be provided, if any? Indicate whether high, middle or low-income housing. After plat. completion, 18 mi dle Income units proposed b.Approximately how many units, if any,would be eliminated? Indicate whether high, middle or low-income housing. No.units will be elimination Check out the DDES Web site at www.metrokc.pov/ddes SEPA Checklist lo-ckl-SEPA.pdf 05/28/03 Page 13 of 19 TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY c. Proposed measures to reduce r control housing impacts, if any: None proposed 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? Approximate height not kn n. All structures built will be compliant with all building a d development codes. b.What views in the immediate vicinity would be altered or obstructed? None Known c. Proposed measures to reduce or control aesthetic impacts, if any: None proposed 11. Light and glare a.What type of light and glare will the proposal produce?What time of day would it mainly occur? porch and street lighting will be present in the completed project for the evening hours. b. Could light or glare from the finished project be a safety hazard or interfere with views? Nob Anticipated Check out the DDES Web site at www.metrokc.9ov/ddes SEPA Checklist Io-ckISEPA.pdf 05/28/03 Page 14 of 19 TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY c. What existing off-site source's of light or glare may affect your proposal? None Known d. Proposed measures to reduce or control light and glare impacts, if any: None proposed 12. Recreation a.What designated and informal recreational opportunities are in the immediate vicinity? There are several parks w/ in a mile of'site: 5pringbrook park Clevland park b.Would the proposed project displace any existing recreational uses? If so, describe. No recreation uses will be displaced c. Proposed measures to reduce or control impacts on recreation, including recreation opportunities to be provided by the project or applicant, if any: recreation tract to be included in site design for project residetts, Check out the DDES Web site at www.metrokc.gov/ddes SEPA Checklist lo-ckl-SEPA.pdf 05/28/03 Page 15 of 19 TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY 13. Historic and cultural preservation a.Are there any places or objects listed on, or proposed for national, state or local preservation registers known to be on or next to the site? If so, generally describe. None Known b. Generally describe any landmarks or evidence of historic, archaeological, scientific or cultural importance known to be on or next to the site. None Known c. Proposed measures to reduce or control impacts, if any: None proposed 14. Transportation a. Identify public streets and highways serving the site, and describe proposed access to the existing street system. Show on site plans, if any. 192nd Street and IO2nd Ave 5 b. Is site currently served by public transit? If not, what is the approximate distance to the nearest transit stop? Nearest franslt Stop approxlmatelq I mile on I92nd Street Check out the DDES Web site at www.metrokc.gov/ddes SEPA Checklist lo-ckl-SEPA.pdf 05/28/03 Page 16 of 19 TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY c. How many parking spaces would the completed project have?How many would the project eliminate? 36 parking spots anticipated No spaces proposed to be eliminated 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). Public road anticipated to Ixtend to serve the site, improvements will be to count{ requirements, 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. fvical 72 trips, on average anticipated during 7-9 AM and 4-6 PM g. Proposed measures to reduce or control transportation impacts, if any: Appropriate mitigation fees will be paid. Check out the DDES Web site at www.metrokc.gov/ddes SEPA Checklist Io-ckI-SEPA.pdf 05/28/03 Page 17 of 19 TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY 15. Public services a. Would the project result in an increased need for public services i.e., fire protection,police protection, health care, schools, other)? If so, generally describe. Yes, slight increase in residential public services (fire, police, health care, schools, etc,) b. Proposed measures to reduce or control direct impacts on public services, if any: Appropriate taxes are anticipated to be paid as a means to control impacts, 16. Utilities a. Check or circle utilities currently available at the site: X] Electricity Natural gas X]Water Refuse service Telephone Sanitary sewer Septic system Other b. Describe the utilities that are proposed for the project, the utility providing the service and the general construction activities on the site or in the immediate vicinity which might be needed. lectricitl.{ and Water anticipated to be used during construction. Finished homes will utilize electrici, natural gas, water, refuse, telephone, sewer, and cable. Check out the DDES Web site at www.metrokc.00v/ddes SEPA Checklist lo-ckl-SEPA.pdf 05/28/03 Page 18 of 19 I 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. I Signature: .V /`!- Date submitted: . I Check out the DDES Web site at www.metrokc.00v/ddes SEPA Checklist Io-ck1-SEPA.pdf 05/28/03 Page 19 of 19 King County Road Services Division TYPE OF CERTIFICATE November 19,2004 Department of Transportation ORIGINAL Certificate #00 201 South Jackson Street El CONDITIONAL File Number:04-11-19-02 Seattle,WA 98104-3856 Expires:November 19,2005 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 gularantee 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: Satwant Singh 13306 SE 240th St., Kent,WA 98042 2. Property Location: a. Property Address: xxx-102nd Av .SE b. Development Name: c. Parcel Number:0522059085 3. Type of Development Permit To Be R ested:Formal Plat 4. Proposed Land Use:Single Family Residential 5. Zone Location and Reserved Units: a.Concurrency Zone: 803 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: 25 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: November 19, 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)263-4722. lEgEOWE Jo 05 ""or Linda Dougherty,Director,Road Services Department of Transportation King County,Washington Lo5PooI3 ail NUE COP \ t 1.1 rl wve t <Ir>Na.-fi l ers:'=:rie't+ Hers Earve:o PS QuYfrois4.- Y.NAL .S 5,:.OFFSITE INI C A Iu IAALELT OF' 0 r 1 ,' •t'c:' T:SIG Nam.. n s, N AR E.T E TO N 98 055R i,. r,. FOR- a : G.AN T.-SIN. I:` 1' S' TVIr ,A 6:S 24 O:-.. :STD:: f,=,1+33b r 2 l.. SNTO S ING O N''H'R VIt. .,....... - ,. 1 Z'!.•';'?...:;-;•.5.'4,..,•,_i,,:-.,:_:,....,.. v,tAfe x r! n a ti•49 N;.4• 5`2 206Ma' 0 EXP RES 2 M1O.2 0+.239•NO`, 0B SLLi r d= I.0 b k,0n n Treb t e a b r 20e • erIrSua P.E.Ch c ed:'b 'Lek l 1 104'-TY-e945.N;CeilratSiufe 1;. A_ 48 0-,-:::.::.•,.,,.., :..,'.;:25`852=4.955253;:852. 8 r E-mail:rameriiwcom=www.eramemw:co 1; ti a TABLE OF CONTENTS TASK1 STUDY AREA DEFINITION AND MAPS TASK 2 RESOURCE REVIEW TASK 3 FIELD INSPECTION TASK 4 DRAINAGE SYSTEM DESCRIPTION AND PROBLEM DESCRIPTIONS TASK 5 MITIGATION OF EXISTING OR POTENTIAL PROBLEMS APPENDIX THRESHOLD, DETENTION, WATER QUALITY& RECREATION TRACT CALCULATIONS TASK1 STUDY AREA DEFINITION AND MAPS TASK 1 STUDY AREA DEFINITION This project's north property line is located approximately 630' south of the intersection of SE 192nd St. and 102nd Ave. SE. It's parcel # is 0522059085. The site is approximately 6.0 acres. The northern half of the property is pasture, while the other half is forested. The existing drainage tends to sheet flow from the east to the west. The site does receive some upstream runoff from the property to the east. Access is provided to tots 5 — 13 and 14— 16 via the main road. Lots 1-4, 17, and 18 are served by the private access tract. MAPS A vicinity map, topo/sensitive areas map, aerial photo, and offsite drainage map can be found in the proceeding pages. VicInity Map i i ,7,.....t, 3e 1,atn, _f SW 7'1:5t St; p U?,.,' : j.,. ,ti PAN By:. a I I FULL:SCREEN° s' , fSeCarrRd:, 1;7 c L 0 30th5t ,A,:' S43rd;St. `'L;1 0 u'- , 3.;. i i Se1 '81si St y--r } A. _n; r —7' Pt 40'4SCREEN.102nd Ave Se oa ;._, I } Q Se tg5th P1 ""SW 186t h St a ur 00 1 f' 1 f-- ' s: J' „ N.,. ‘D r 19Ot h S+t # 1 SP Cinth.St h 1 _IS ) w<< LSe 192nd St + 102nd Ave Se L. ZOOM FAR IN ' iyGnaaT a cnuTi 4.- 1 1...,..;•.. :-, ! N -- - i r x y . ZOOM OUT;: 7 •• v.- t-- ; Se196thSt s ' i. I ZOOM FAR OUT w 2- 4. a - 1 I BLACK&whIITE 5- : I f`t= S?OOth St Se200th St ERASE LABELS Ira ro E 5202ndStll—I,v l tzi t -. - - cn ICfi-(n .- } ' FS•203rd.St 1 —1 la,s: I 4f '4 I. I in, Se 20 Ith St'y. i, {° J.Z S208thSt 1 w$ e208th,51t- 2sy.N: w, LESS DETAIL 0 4-Mi:,::;{.,.:;SE'192ND ST;& 1;02ND;'AVESE,RENTON'WA 9S055'`::., Map by Maps On Us(RI01984-2005 TeleAtlas N.Am,,Switchboard,Use subject to LICENSE. 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A1` Topo Contours(5ft) 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. l i I Page 1 of 1MapOutput King County '"' `4,1Orne7-• r:, News .• Services ,Comments . Searc • , iMAP -Sensitive Areas (all themes) 1 ,' L . ;041.1.9(.11*i ', I, 1 1 I 1,1 '111 H.-,.. .lijo(JiT.,o I 338E12001:Z,., J38E12000,101 u1.1-i 7941200M ' i r 1 • ' i 1 I.)1 0522E159/36 1 m i i9412ourt) ' I: ia-- iV412.001.4g . .7; it.3.388200401 • ,..5-3861000,30 1 L152205011 in , i 1 c.'`',. ' 3..3882001a! ; i 1 i 052205913/ cm, i''" i :1931000144 i,J 1,3396200060 II i 1 Hi194,12.9o,tip,?..IP1120977 , zn 1/ i94120(:1109:,;:..f.::',..,:;:;:•.,•,:..1.!.3468,.d.t.„1.6.1 f3.q.,? , L 1 I 0522059240 F,49.4 :21i.101,20-;:,";:.:V:::::•!::''''.':"...•:''''?:‘•:' :1 3388A/1:1°8P 277274.,,,17y ..,i,......,77.,;t.,...,,:,,,-.-:':::j',::".,:•;'..):::: :::::..i. ,...,:.. 0,,,.‘ 1. ii..,,:...:,,,':•.:-:',.,,,,•.,,.:;.:.:4-:'''4'''',..,::: ,, ,x,R.:::::,Aigiiii.,6/22.-c, L1 10... '.',..,1';' ,''.i...k. :,,':1,:'',.':',,,, s'. !,'.''''/..'?..,:.'.. 4..,'?'..,;'....,.',,'''':4'•4'P.,e,:'" '.1,-,'•'''..':'.r.'•' .? ' /// , v622059269r-,..' 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SAO Stream E:1' SAO Seismic 401, ciao;1 x':•;q: SAO Erosion Ai clmr.2 Pcreril a 1111 I Sensitive Area Notice on Title 1 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, htto://www5.metrokc.gov/servlet/com.e,sri.esrimap.Esnrn. ap?ServiceName=overview&Clie... 5/19/2005 Map Output Page 1 of 1 King OC111ty Nmtne News Set rtces ICcttrtitnents:i Search iMAP -Sensitive Areas all themes 64 d 1 Fr wciir t y .1I. r'tt `f as'ix`ws- S` 'S i4°44 i, * g'• '4 l~ } ''" .r .s i', d .y J y f "' ,4, Jt+ ' s , at; 'F wE h M 1 4, I, i, x ‘1,:. , • F it °';qv.g '"'' ,xF . q...,,'e,. yr' t "'4 1 a• ° ' R R t { ' r' Fr'J'S44s. yr 1>r v '',,e, } r i S k, 4`",.i^_5? w. r ,. fl, s`,i ' kr'.. 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Streams G t Dt1t}'ravi• 2002 Color Aerial Photos(West KC F only)PA.; de•xas e Information included on this map has been compiled by King County staff from a variety of sources and is subject to change without notice. I 'ng County makes no representations or warranties,express or implied,as to accuracy,completeness,timeliness,or rights to the use of such formation.King County shall not be liable for any general,special,indirect,incidental,or consequential damages including,but not limited to, cost 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 i rohibited exce.t b written i ermission of Kin. Coun . Kin Coun _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. http://www5.metrokc.gov/servlet/com.esri.esrimap.Esrimap?ServiceName=overview&Clie... 5/19/2005 1 , 47 I I e-... I 43 ir I I ZNO 1 CO ' > 11/ y 1 co l is 40 IMP N ...at II I so 0 el i Iiii 9, 1 0 N' St 1 ' Co ff v 91:.. f. Rt. UP1= , r•d 4.G. v ... I I thi w VIA H 11-1 tiiity`I r tz 4/.rent... , . .,..,. : II,,... g '''' y v iii I'l CA r-qc::$1145 CP SiIT,„\Nil' "• ---..—..... Z ri VPL.I - IPlow 1'f? -,:p-44 1< 1! :,h,, r li. t;tlH i!T r .7 1. in .'\ inn j"° N a- 1—'1'.:71•41,eff a rh _.. _ r I 5610 _ _ _ 333 IWOo p r-, , zhip ah. • N, - 0111111 03 E r. resi , t .4.i " ., . i— '' Csar ;B,41. ' . , t 4 t , a „ m,. n u t., TASK 2 RESOURCE REVIEW TASK 2 RESOURCE REVIEW Adopted Basin Plans and Finalized Drainage Studies: The site is not known to be located in any adopted basin plans. Basin Reconnaissance Summary Reports: No existing or potential problem areas were indicated. Critical Drainage Area Maps: No existing or potential problem areas were indicated. FEMA) Maps: Site is located outside the 100 year flood plain. Other Offsite Analysis Reports: An offsite analysis report by Cramer Northwest for the Singh Residence located to the north of this project was prepared in May, 2001. Sensitive Areas Folio: The southern half of the site is located in a SAO Landslide, SAO Erosion area, and a Landslide Hazard Areal The north half contains a Landslide Drainage Area. A stream flows across the southwest corner of the property. DNR Drainage Problems Maps: Not applicable. Road Drainage Problems: Not applicable. Soils Survey: The soil is an Alderwood Gravelly Sandy Loam (AgC). Wetlands Inventory Maps: There are no known wetlands on site. Migrating River Studies: Not applicable. Drainage Complaints: There are no drainage complaints within our site's runoff downstream path. See attached list of complaints. TASK 3 FIELD INSPECTION TASK 3 FIELD INSPECTION Afield inspection was conducted on February 11, 2005 to inspect the onsite drainage system of the site. Offsite drainage systems were also inspected downstream approximately 1/4 mile from the discharge point of the site. The inspection involved investigation of the ten specific items of a Level 1 Inspection per the King County Surface Water Design Manual, 1998. The inspection yielded the following findings: 1. The resource review indicated no existing, problems. 2. The existing drainage system capacity was adequate. 3. There was no evidence of existing or potential flooding problems. 4. There were no existing or potential overtopping, scouring, bank sloughing, or sedimentation problems. 5. No significant destruction of aquatic habitat or organisms was noticed. 6. Qualitative data such as land use, impervious surfaces, topography, and soil types was noted and can be found in Task 4 information. 7. Information was collected on ditches, structures, and pipes. This information is also included in the Task 4 information. 8. Tributary basins delineated in Task 1 were verified. 9. No neighbors were consulted. 10. The weather conditions at the time of the inspection were clear and cool. TASK 4 DRAINAGE SYSTEM DESCRIPTION AND PROBLEM DESCRIPTIONS TASK 4 DRAINAGE SYSTEM DESCRIPTION AND PROBLEM DESCRIPTIONS Site Drainage This project's north property line is located approximately 630' south of the intersection of SE 192nd St. apd 102nd Ave. SE. It's parcel # is 0522059085. The site is approximately 6.0 acres. The northern half of the property is pasture, while the other half is forested. The existing drainage tends to sheet flow from the east to the west. The site does receive some upstream runoff from the property to the east The soil types located on this property are Alderwood Gravelly Sandy Loam AgC) per the King County Soil Survey. Offsite Drainage An Off-Site Analysis Drainage System Table is provided on the next page that describes in detail the offsite drainage components at least % mile downstream from the project discharge location. Please refer to the offsite drainage map in Task 1 because the map symbols listed in the table correspond to drainage component symbols on the offsite drainage maps. TASK 5 MITIGATION OF EXISTING OR POTENTIAL PROBLEMS TASK 5 MITIGATION OF EXIST ING OR POTENTIAL PROBLEMS After a thorough field inspectiion and a detailed resource review there were no existing problems identified. jrhe proposed improvements will not produce a significant impact to the existing drainage patterns once the site has been stabilized and the runoff has been controlled via a combined detention/wet vault. A temporary erosion and sedimentation control plan will be created to minimize the transport of sediment laden runoff to the downstream conveyance system. FLOW CONTROL BMPS Perforated stubout connections from the lots convey runoff from the site to the roadside drainage system. Runoff is then routed to the onsite detention facility and released to an energy dissipater where it converges with the nearby creek. I APPENDIX THRESHOLD ASSESSMENT DETENTION, WATER QUALITY & RECREATION TRACT CALCULATIONS THRESHOLD CALCULATIONS: The site is 6.0 acres but the southern 2.92 acres is in a sensitive areas tract. Therefore only the 3.08 northern acres and the .22 acres of offsite improvements have been analyzed. Existing: 3.08 acres pasture 0.22 acres pasture Developed: 18 homes @ 2500 ft2 45000 ft2 1.03 acres Road improvements (onsite) 16500 ft2 0.38 acres Road improvements (offsite) 9510 ft2 0.22 acres 1.63 acres impervious 1.67 acres lawn/grass I Retention/Detention Facility Type of Facility: Detention Vault Facility Length: 1 102.50 ft Facility Width: 33.00 ft Facility Area: 3383. sq. ft Effective Storage Depth: 8.50 ft Stage 0 Elevation: 0.00 ft Storage Volume: 28751. cu. ft Riser Head: 8.50 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 0.90 0.064 2 4.50 1.65 - 0.148 4.0 Top Notch Weir: None Outflow Rating Curve: None Stage Elevation Storage Discharge Percolation ft) ft)cu. ft) (ac-ft) (cfs) cfs) 0.00 0.00 0. 0.000 0.000 0.00 0.01 0.01 34. 0.001 0.002 0.00 0.02 0.02 68. 0.002 0.003 0.00 0.03 0.03 102. 0.002 0.004 0.00 0.04 0.04 135. 0.003 0.004 0.00 0.05 0.05 169. 0.004 0.005 0.00 0.06 0.06 203. 0.005 0.005 0.00 0.07 0.07 237. 0.005 0.006 0.00 0.08 0.08 271. 0.006 0.006 0.00 0.22 0.22 744. 0.017 0.010 0.00 0.36 0.36 1218. 0.028 0.013 0.00 0.51 0.51 1725. 0.040 0.016 0.00 0.65 0.65 2199. 0.050 0.018 0.00 0.80 0.80 2706. 0.062 0.020 0.00 0. 94 0.94 3180. 0.073 0.021 0.00 _ 1.08 1.08 3653. 0.084 0.023 0.00 1.23 1.23 4161. 0.096 0.024 ,, 0.00 1.37 1.37 4634. 0.106 0.026 0.00 1.52 1.52 5141. 0.118 0.027 0.00 1.66 1.66 5615. 0.129 0.028 0.00 1.80 1.80 6089. 0.140 0.030 0.00 1.95 1.95 6596. 0.151 0.031 0.00 2.09 2.09 7069. 0.162 0.032 0.00 ` 2.24 2.24 7577. 0.174 0.033 0.00 2.38 2.38 8050. 0.185 0.034 0.00 2.52 2.52 8524. 0.196_ 0.035 0.00 2.67 2.67 9031. 0.207 0.036 0.00 2.81 2.81 9505. 0.218 0.037 0.00 2.96 2.96 10012. 0.230 0.038 0.00 3.10 3.10 10486. 0.241 0.039 0.00 3.24 3.24 10959. 0.252 0.040 0.00 3.39 3.39 11467. 0.263 0.040 0.00 3.53 3.53 1194,0. 0.274 0.041 0.00 3.68 3.68 12448. 0.286 0.042 0.00 3.82 3.82 12921. 0.297 0.043 0.00 3.96 3.96 13395. 0.308 0.044 0.00 4.11 4.11 13902. 0.319 0.045 0.00 4.25 4.25 14376.. 0.330 0.045 0.00 4.40 4.40 14883. 0.342 0.046 0.00 4.50 4.50 15221. 0.349 0.047 0.00 4.52 4.52 15289. 0.351 0.047 0.00 4.53 4.53 15323. 0.352 0.049 0.00 4.55 4.55 15390. 0.353 0.052 0.00 4.57 4.57 15458. 0.355 0.056 0.00 4.59 4.59 15526. 0.356 0.061 0.00 4.60 4.60 15560. 0.357 0.067 0.00 4.62 4.62 15627. 0.359 0.073 0.00 4.64 4.64 15695. 0.360 0.075 0.00 4.78 4.78 16168. 0.371 0.087 0.00 4.93 4.93 16676. 0.383 0.097 0.00 5.07 5.07 17149. 0.394 0.105 0.00 5.21 5.21 17623. 0.405 0.113 0.00 5.36 5.36 18130. 0.416 0.119 0.00 5.50 5.50 18604. 0.427 0.126 0.00 5. 65 5. 65 19111. 0.439 0.131 0.00 5.79 5.79 19585. 0.450 0.137 0.00 5.93 5.93 20058. 0.460 0.142 0.00 6.08 6.08 20566. 0.472 0.147 0.00 6.22 6.22 21039. 0.483 0.152 0.00 6.37 6.37 21547. 0.495 0.156 0.00 6.51 6.51 22020. 0.506 0.161 0.00 6.65 6.65 22494. 0.516 0.165 0.00 6.80 6.80 23001. 0.528 0.169 0.00 6.94 6.94 23475. 0.539 0.173 0.00 7.09 7.09 23982. 0.551 0.177 0.00 7.23 7.23 24455. 0.561 0.181 0.00 7.37 7.37 24929. 0.572 0.185 0.00 7.52 7.52 25436. 0.584 0.189 0.00 7.66 7.66 25910. 0.595 0.192 0.00 7.81 7.81 26417. 0.606 0.196 0.00 7.95 7.95 26891. 0.617 0.199 0.00 8.10 8.10 27398. 0.629 0.203 0.00 8.24 8.24 27872. 0.640 0.206 0.00 8.38 8.38 28345. 0.651 0.209 0.00 8.50 8.50 28751. 0.660 0.212 0.00 8.60 8.60 29090. 0.668 0.522 0.00 8.70 8.70 29.428. 0.676 1.090 0.00 8.80 8.80 29766. 0.683 1.820 0.00 8.90 8. 90 30104. 0.691 2.610 0.00 9.00 9.00 30443. 0.699 2.900 0.00 9.10 9.10 30781. 0.707 3.150 0.00 9.20 9.20 31119. 0.714 3.390 0.00 9.30 9.30 31457. 0.722 3.610 0.00 9.40 9.40 31795. 0.730 3.820 0.00 9.50 9.50 32134. 0.738 4.010 0.00 9.60 9.60 32472. 0.745 4.200 0.00 9.70 9.70 32810. 0.753 4.380 0.00 9.80 9.80 33149. 0.761 4.550 0.00 9.90 9.90 33487. 0.769 4.720 0.00 10.00 10.00 33825. 0.777 4.870 0.00 10.10 10.10 34163. 0.784 5.030 0.00 10.20 10.20 34502. 0.792 5.180 0.00 10.30 10.30 34840. 0.800 5.320 0.00 10.40 10.40 1 35178. 0.808 5.460 0.00 Hyd Inflow Outflow 1 Peak Storage Target Calc Stage Elev (Cu-Ft)Ac-Ft) 1 1.12 0.40 0.93 8.67 8.67 29334. 0. 673 2. 0.54 ******* 0.24 8.51 8.51 28787. 0.661 3 0.66 ******* 0.16 6.56 6.56 22179. 0.509 4 0.63 ******* 0.3J9 7.44 7.44 25155. 0.577 5 0.58 ******* 0.116 6.41 6.41 21672. 0.498 6 0.53 ******* 0A0 5.02 5.02 16985. 0.390 7 0.42 ******* 0.67 4. 62 4.62 15634. 0.359 8 0.44 ******* 0.04 3.10 3.10 10473. 0.240 Route Time Series through Facility Inflow Time Series File:dev.tsf Outflow Time Series File:rdout Inflow/Outflow Analysis Peak Inflow Discharge: 1.12 CFS at 6:00 on Jan 9 in Year 8 Peak Outflow Discharge: 0.933 CFS at 9:00 on Jan 9 in Year 8 Peak Reservoir Stage: 8.67 Ft Peak Reservoir Elev: 8.67 Ft Peak Reservoir Storage: 29334. Cu-Ft 0.673 Ac-Ft Flow Duration from Time Series File:rdout.tsf Cutoff Count Frequency CDF Exceedence_Probability CFS g 0.003 34958 57.009 57.009 42.991 0.430E+00 0.010 7552 , 12.316 69.325 30. 675 . 0.307E+00 0.017 5700 9.295 78.620 21.380 0.214E+00 0.024 5455 8.896 87.516 12.484 0.125E+00 0.031 3067 5.002 92.518 7.482 0.748E-01 0.038 2107 3.436 95.954 4.046 0.405E-01 0.045 1353 2.206 98.160 1.840 0.184E-01 0.051 604 0.985 99.145 0.855 0.855E-02 0.058 47 0.077 99.222 0.778 0.778E-02 0.065 29 0.047 99.269 0.731 0.731E-02 0.072 23 0.038 99.307 0.693 0.693E-02 0.079 58 0.095 99.401 0.598 0.598E-02 0.086 48 0.078 99.480 0.520 .0.520E-02 0.093 49 0.080 99.560 0.440 0.440E-02 0.099 46 0.075 99.635 0.365 0.365E-02 0.106 26 0.042 99.677 0.323 0.323E-02 0.113 16 0.026 99.703 0.297 0.297E-02 0.120 15 0.024 99.728 0.272 0.272E-02 0.127 14 0.023 99.750 0.250 0.250E-02 0.134 21 0.034 99.785 0.215 0.215E-02 0.140 19 0.031 99.816 0.184 0.184E-02 0.147 21 0.034 99.850 0.150 0.150E-02 0.154 19 0.031 99.881 0.119 0.119E-02 0.161 14 0.023 99.904 0.096 0.962E-03 0.168 9 0.015 99.918 0.082 0.815E-03 0.175 14 0.023 99.941 0.059 0.587E-03 0.182 9 0.015 99.956 0.044 0.440E-03 0.188 9 0.015 99.971 0.029 0.294E-03 0.195 4 0.007 99.977 0.023 0.228E-03 0.202 5 0.008 99.985 0.015 0.147E-03 0.209 5 0.008 99.993 0.007 0.652E-04. 0.216 3 0.005 99.998 0.002 0.163E-04 0.223 0 0.000 99.998 0.002 0.163E-04 0.230 0 0.000 99.998 0.002 0.163E-04 0.236 0 0.000 99.998 0.002 0.163E-04 0.243 0 0.000 99.998 0.002 0.163E-04 4 Route Time Series through Facility Inflow Time Series File:dev.tsf Outflow Time Series File:rdout Inflow/Outflow Analysis Peak Inflow Discharge: 1.12 CFS at 6:00 on Jan 9 in Year 8 Peak Outflow Discharge: 0.933 CFS at 9:00 on Jan 9 in Year 8 Peak Reservoir Stage: 8.67 Ft Peak Reservoir Elev: 8.67 Ft Peak Reservoir Storage: 29334. Cu-Ft 0.673 Ac-Ft Duration Comparison Anaylsis Base File: predev.tsf New File: rdout.tsf Cutoff Units: Discharge in CFS Fraction of Time Check of Tolerance Cutoff Base New Change Probability Base New Change 0.060 0.89E-02 0.76E-02 -14.1 0.89E-02 0.060 0.050 -17.1 0.073 0.62E-02 0.69E-02 9.9 0.62E-02 0.073 0.'077 5.5 0.087 0.49E-02 0.51E-02 5.7 0.49E-02 0.087 0.089 2.8 0.100 0.37E-02 0.36E-02 -1.3 0.37E-02 0.100 0.099 -0.6 0.113 0.28E-02 0.29E-02 5.3 0.28E-02 0.113 0.118 4.4 0.127 0.21E-02 0.25E-02 17.7 0.21E-02 0.127 0.135 6.6 0.140 0.15E-02 0.19E-02 27.5 0.15E-02 0.140 0.148 5.4 0.153 0.11E-02 0.12E-02 16.9 0.11E-02 0.153 0.157 2.5 0.167 0.77E-03 0.83E-03 8.5 0.77E-03 0.167 0.169 1.5 0.180 0.41E-03 0.46E-03 12.0 0,.41E-03 0.180 0.183 1.6 0.194 0.24E-03 0.24E-03 0.0 0.24E-03 0.194 0.194 0.0 0.207 0.15E-03 0.82E-04 -44.4 0.15E-03 0.207 0.204 -1.6 0.220 0.65E-04 0.16E-04 -75.0 0.65E-04 0.220 0.210 -4.7 Maximum positive excursion = 0.006 cfs ( 8.6%) occuring at 0.068 cfs on the Base Data:predev.tsf and at 0.074 cfs on the New Data:rdout.tsf I Maximum negative excursion = 0.010 cfs (-17.1%) occuring at 0.060 cfs on tihe Base Data:predev.tsf and at 0.050 cfs on the New Data:rdout.tsf WETPOND CALCULATIONS The following calculation is per Section 6.4.1 of the KCSWDM. Runoff Volume = Vr = (0. 9Ai + 0.25Atg + 0.l0Atf + 0.01Ao) x (R/12) Ai=71000 sf Atg=63059 sf Atf=0 Ao=0 R=.47 Vr = [ (0.9) (71000) + (0.25) (63059) + 0 + 0] x (.47/12) = 3120 cf Wetpool Volume Vb = f(Vr) f=3 Vr=3120 cf Vb = 3x3120 = 9360 cf Wetpool volume = 33' x 102.5' x 3' _ 1_0147.5 cf, thus satisfying the volume required. Recreation Tract 18 lots @ 390 ft2 per lot 7020 ft2 Provided.7048 ft2 Ni. King County 1:!mens1.on'<C`'`ael4lations 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 Las?ao 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 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 specifidportionsofthecodeandwillbeusedtodetermineifaproposedsubdivisionorshort' 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:A NtiA- KClJbEUS Date: 13/2v/o. Print Name) Subdivision Name: I/Tell:PO NT Comprehensive Plan Land U e Designation: CGm Zoning: 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.21A106.1265,and less areas which are required to be dedicated on the perimeter of a project site for the public rights-of-way. square feet in submerged land(any land below the ordinary high water mark—see K.C.C.21A:06.825) square feet in perimeter rights-of-way which will be requD t ©117 dedicated v Total Di JUL 0 5 2005 r u K.C( y.® D.D.E.S. Check out the DDES Web site.at www.metrokc.00v/ddes rA' Subdivision Density and Dimension Calculations Io-cal-subden.pdf 12/10/03 , Pa l w 1 tt_'A r Calculation: 2,l0/j Z Gross horizontal area of the project site Total submerged lands and rights-of-way 2o,az Site area in square feet NOTE: To continue calculations,convert site area in square feet to acres by dividing by 43,560 5`q/g 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 ur1its 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). site area in acres(see Section 1.)X 0 base density(see Section II) 3 f 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.0 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.metrokc.aov/ddes Subdivision Density and Dimension Calculations local-subden.pdf 12/10/03 Page 2 of 6 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 J/ 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 I proposed number of units i/ 020 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 width27,,'273 sensitive areas and their buffers,to the extent they are required by King County to remain undeveloped Ij I areas required for above ground stormwater control facilities including,but not limited to, retention/detention ponds,biofiltration swales and setbacks from such ponds and swales70fll, areas required by Klpg 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 4 3j 1 00 Total reductions Calculation: 2(19/) 2 2 site area in square feet(see Section1) 3 oO0 Total reductions 1.%7,i;3. Net buildable area in square feet NOTE: convert site area is square feet to acres by dividing by 43,560 Net buildable area in acres Check out the DDES Web site at www.metrokc.aov/ddes Subdivision Density and Dimension Calculations Ic-cal-subden.pdf 12/10/03 Page 3 of 6 1- ' 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: base density in du/ac(see Section II)X 2. 7 Net buildable area in acres(see Section V) X minimum density%set forth in K.C.C.21A.12.030 or as adjusted in Section VII (,E,. ) minimum 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= g-IWT sq.ft 35-40%slope increrhent X 37.5%median slope value= 'j`et eegt.., + 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%1 85% 5%—less than 15%83%, less 1.5%each 1%of average slope in excess of 5% 15%—less than 40% 66%, less 2.0%for each 1%of average slope in excess of 15% Check out the DDES Web site at www.metrokc.gov/ddes Subdivision Density and Dimension Calculations Ic-cal-subden.pdf 12/10/03 Page 4 of 6 I EXAMPLE CALCULATION FOR MINIMUM DENSITY ADJUSTMENTS FOR MODERATE SLOPES: I sq.ft 0-5%slope increment X 2.5%median slope value= 10,000 sq.ft 5-10%slope incrementlX 7.5%median slope value=750 20,000 sq.ft 10-15%slope increme t 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 thS bonus or transfer units authorized to the base units calculated in Section III of this woricsheet. 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 d nsity(see Section II)of the underlying zoning of the gggd,,evelopment. base density in dwelling units per acre see(Section .150%= q maximum density maximum density in dwelling units per acre X 5! site area in acres= 5 .el/ 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: 35/I base allowable dwelling units calculated in Section III 0 bonus units authorized by K.C.C.21A.34 transfer units authorized by K.C.C.21A.37 M total dwelling units(cannot exceed maximum calculated above) Check out the DDES Web site at www.metrokc.gov/ddes Subdivision Density and Dimension Calculations local-subden.pdf 12/10/03 Page 5 of 6 J 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 sLbdivision 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 I I 1 1 30 Feet I Lot Width Circle 411)I I I 1 1 1 Lot Width Measurement Check out the DDES Web site at www.metrokc.gov/ddes Subdivision Density and Dimension Calculations local-subden.pdf 12/10/03 Page 6 of 6 Cramer Northwest, Surveyors 'Planners "Engineers r~ u APR 18 ?nnR J D.D.E.S. April 18th,2008 Chad Tibbits King County DDES Land Use Services 900 Oakesdale Ave SW Renton WA 98057 RE:Viewpoint Preliminary Plat L05P0013,L06V0061,and L06V0060 Mr.Tibbits, This letter and package is presented in response to the County's Screen Transmittal of September 19,2007,we were granted an extension on December 13,2007. In that screening transmittal staff asked us to address drainage issues, road issues and some legal issues. Drainage With regards to the drainage issues,we were unsuccessful with working with the City of Renton and proposing a stormwater conveyance system connection t• the regional pipe at the southern portion of our site. Consequently,we had to approach neighbors to the west about 'ringing a new stormwater conveyance system west through private property and connecting to 99`h Place S and.• already existing conveyance system. We have revised our conceptual drainage plan to reflect this change. Further,we submitted a stormwater variance adjustment request(L06V0060)however due to the uncertainty of the proposed system that variance has not been .'proved therefore we can not provide an approved variance. However, we hope to obtain this with our revised sto s water proposal. Roads A copy of the approved road variance is atta hed. Public Comments and Easements Attached is a revised letter of intent from the neighbor to the north who claimed legality of a previous dedication document submitted. They are still willing t I work on the road issues in 102nd Ave. Further,attached is also a letter of intent from the neighbor to the west who willing to grant and stormwater easement for connection into 99d` Place S. We are still working on obtaining c•nsent from Cascade Water and Sewer(now Soos Creek)District to place additional utilities in or near the sewer lines. There have been discussion about dealing with this at site engineering review when their engineers(R ith Hill)can look at the design of the proposed utilities to serve the new homes and new stormwater. We request yo allow more time or deferment to the next submittal for easements and consent from Soos Creek. Thank you r your continued review of this project. ondelis Project Manager L5Pttt11S0) 945 N.Central, Suite#104 Cent WA 98032 (253)852-4880 Fax(253)852-4955 www.cramernw.com E-mail:cni(a,cramemw.com 4..;•:•-''''...-,,,•'_,•,?.-,..:-..,.- ':''.., ..-..'•''.:•.`••-•,,,..:' „:.; :_,.... . y:,,...)...„..A..f., CLT r.:.'; ' 4‘-'•-..,:-...--' ','...,',--:-..''.._',/;:.-.:L: f, :-'::,-'-.-ct-.•' -,';',.,t---. - OF 1:tE-NT : ,ON., . ,- .....--..- Department„ iv,.,,,t.•,...., i.'i,:. ei-.- ' . "-.:.-1'. ';',..,'•••••,'"..e.c''''''. .-::',•.: ;', :!---.'"?'-'.---•'‘;:,:.'-:•".;",,?.' z'-•,`, ...!,.."•'•:- . "`•'.-'',..'-'" Y'',.'-iii.ailliiiig/B0-i.,ICI.:Tg.T•••••111--icWorks,-," '. 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T.,s..,...R:. eiitp,],j,..,,ow,4§ isto -,,,.:, 7• •.::-.,,- •••," 15oirreaidedititej-ial,ipokpoppn?izn7:., 2' ..''.;';''J-..-,:t;' '‘..-..;;;. t:.*;Ttiip pp,pel-cor1D °.,,2,-, ,,:,''.:•:„4,',',,,.;:,,,:.,- 1:',.'.';'„,...' 1,'*-,';•-,-','•. Chad,Tibbits r,'Kin •;.County DOES Notice of Application 1: LOSP0013%View Dint Subdivision, October2652005': Based:on. he`above-mentioned',conc iris,the'City.of Rentori'sV titer Utility Division is'.interested' ., n reviewing the drainage-plans fora e,:Viewpoint'Subdivis on as'they are being•'developed ,`':' " ' If,' `ou'have,'ari uestions; lease co tact'Abdoul Gafour of 425 430=.72'1"0: Sincerel ',' q,.r I•2-. re Zimm rman l Administrator Planning/Building/Public:Works De cc:- Alez•Pietsch EDNSP Administrator•'* Lys$ornsby,Utility Systems'Directo Sandra.Meyer;Transportation Director. Lesley Betlach;.Parks'Director• Jim;Gr'ay;Assistant Fire Marshall=' ' JenniferHenning'Princi al'Planner 4'-•He\File Sys\ADM-PBPW Adminstration\AD1VI`-03,-Correspond ence\KCDDES Viewpoint'-Subdivis on,L05P0013r100405.doe, •::•• A , CITY OF RENTON Pt:^ 4 ‘ a _r ej ` -..ram.-a, Planning/Building/Public Works r 1055 South Grad Way - Renton Washington 98055 " c f 1• Ay 05 Li' - 704,4166 u.s. P C S T A(LJ*i J L Chad Tibbits V Project Manager King County DDES Land Use Services Division 900 Oaksdale Avenue Southwest Renton, Washington 98055-1219 * ild-i::1:11:-Ii:ii°islaE,=_iis:.ilimilididzhiiiiimi:li October 17,2005 Mr.Chad Tibbits DDES Project Manager Department of Development and Environmental Services Land Use Services Division 900 Oakesdale Avenue Southwest Renton,WA 98055-1219 Re: FILE NO. L05P0013—Viewpoin Subdivision Dear Mr.Tibbits I have resided within 500 feet of the s iject proposed development since 1967. During this entire time to the current day,drainage from the subj ct planned development has entered my lot. A U-shaped drainage field was placed near the boundary lin- of my lot to accommodate this water and the drains run full at times during the winter months. If a h,=vy rain occurs,water accumulates to a depth of 3-4 inches in my backyard as the drainage pipes cannot w all this water. I am concerned that this development II ay cause even more drainage to seep from this hillside and impact my home further. Neighboring lots ar• also impacted. I would like to be assured that no i a er problems will occur and to know what will be done to prevent problems for those of us abutting this .lanned development? Sincer y, VirgWM..Zemeck 19250 99th Place South Renton,WA 98055 Lot 5 of Hi-Parks Addition) OLEVirginiaM. Zemeck E i .* + • 19250 99th Place South J P I 9 a x k, binton, WA 98055 c to ,C 2005 Tut", 1 , f- c jY..{ Mr. Chad Tibbits f.` c Department of Development and Environmental Services rn Land Use Services Division 900 Oakesdale Avenue Southwest Renton, WA 98055-1219 r. A SATTE BE I 1 I HEALY I EECKR®UDT Attorneys at Law 98312 Fifteenth Avenue Southwest Seattle,Washington 98106 Telephone: (206)763-1510 Facsimile: (206)763-9807 www.seattlejustice.com TIMOTHY J.HEALY Tim@seattlejustice.com ATTORNEY AT LAW April 17, 2008 Ron Winn 24419 105th Place SE Kent, WA 98030 Re: Easement over property of Dou las Lewsley 19260 99th Place South parcel # 3388200060) Dear Mr. Winn, Per our discussions and based on your previous proposal, and drawings, we intend to continue negotiating with you for an easement over the Southern portion of the above referenced property. Please con act me at your soonest convenience to set a time to discuss the matter further. We ill need additional information before we can confirm our willingness to grant the easement and to determine fair compensation ncerely, Sa terberg, Healy & Eeckhoudt f 1 es M. Eec houdt sa closure: none REC . ,D APR 1 8 2008 K.C. D.D.E.S. It Lia King County Department of Development and Environmental Services 900 0akesdale Avenue Southwest Renton, WA 98057-5212 April 9, 2007 Satwant Singh 24419 105th Place SE Kent, WA 98030 RE: Application for Preliminary Plat DDES File4N:.'L05'olo iewpoint Dear Mr. Singh: On August 31, 2006, King Countiy Land Use Services Division (LUSD) requested additional information required t continue processing the application referenced above. The deadline for the submittal of the requested information was December 1, 2006. When supplemental information s required, King County Code allows LUSD to specify a deadline for the submittal of such information or modifications. Applications shall be deemed withdrawn or canceled if requested information or modifications are not submitted within the time period specified in the written findings. If the required information is not submitted by May 9, 2007, this application will be canceled. In the event you feel eixtenuating circumstances exist, which may justify an extension of this date, you may submit such request, in writing, for consideration by this Department. Failure to meet the deadline shall be cause for the Department to cancel or deny the application. If possible, please submit all of the information in one package. If you have any questions, regarding the additional information or the submittal deadline, please contact me at (206)296-7194 or chad.tibbits a(.metrokc.ciov . Sincerely, Chad Ti • , Planner II MAIN FILE COPYCurrentPlanningSection, LUSD Cc: Cramer Northwest, Inc., Attn Ale Konelis 945 North Central, Suite 104 Kent, WA 98032 r - Bruce Whittaker, Senior Engineer, Engineering Review, LUSD Kris Langley, Senior Engineer, Traffic Review, DOT Kim Claussen, Senior Planner, Current Planning, LUSD Lisa Dinsmore, Current Planning Supervisor, Current Planning, LUSD Application Fie c GEOTECHNICAL ENGINEERING STUDY 15-LOT RESIDENTIAL DEVELOPMENT 101XX SE 194TH PLACE RENTON, WASHINGTON L&A Job No. 5A030 Date: April 1, 2005 Prepared for: Mr. Satwant Singh c/o Cramer Northwest, Inc. 945 North Central Avenue, Suite 104 Kent, WA 98032 Prepared By: JUL 0 5 2005 13 Liu-& Associates, Inc.K.C. D.D.E.8 1i9213 Kenlake Place NE MAIN FILE COPY Kenmore, Washington 98028 L OS Po ol3 LIU & ASSOCIATES, INC. Geotechnical Engineering Engineering Geology Earth Science April 1, 2005 Mr. Satwant Singh do Ms. Aleanna Kondelis Cramer Northwest, Inc. 945 North Central Avenue, Suite 104 Kent, WA 98032 i Dear Mr. Singh: Subject: Geotechnical Engineering Study 15-Lot Residential Develo oment 101xx SE 194th Place Renton, Washington L&A Job No. 5A030 INTRODUCTION We have completed a geotechnical engineering study for the site of the subject project, located in the unincorporated King County, Washington,just south of the city limit of Renton. The general. location of the project site is shown on Plate 1 —Vicinity Map. We understand that the proposed project for the site is to develop its northern portion into 15 single-family residential building lots with supporting infrastructure. The purpose of this study is to characterize the subsurface conditions of the proposed development area of the site and provide geotechnical recommendations for site grading, erosion abatement, slope stabilization, surface and ground water control, foundation design and construction, etc., for the proposed development. Presented in this report are our findings and recommendations. PROJECT DESCRIPTION For our use in this study, we were provided with a plat plan and a topographic survey plan of the site, prepared by Cramer Northwest Inc. According to these plans, the site is bisected a steep, 19213 Kenlake Place NE Kenmore, Washington 98028 Phone (425) 483-9134 • Fax (425) 486-2746 t i April 1, 2005 15-Lot Residential Development L4A Job No. 5A030 Page 2 northwest-trending gully. We under stand that only the portion of the site north of this gully and its buffer (50-foot setback) zone 11 be developed, while the remaining area of the site will be left undisturbed. The proposed development area will be platted into 15 single-family residential building lots, with an access roadway and related underground utilities. We anticipate some cut and fill will be required for site grading of the proposed development. A drainage tract is located at the southwest corner of the development area for disposing stormwater collected over the site. SCOPE OF SERVICES Our scope of services for this study comprises specifically the following: 1 Review the geologic and soil conditions at the site based on a published geologic map. 2. Explbre the site for subsurface conditions with backhoe test pits to a firm bearing soil stratum or to the maximum depth (about, 12 feet) capable by the backhoe used for excavating the test pits, whichever occurs first. 3. Perform necessary geotechnical analyses, and provide geotechnical recommendations for site grading, erosion abatemint, slope stabilization, surface and ground water control, and_ foundation design and constl uction, based on subsurface conditions encountered in the test pits and results of our geotechnical analyses. 4. Prepare a written report to present our findings, conclusions, and recommendations. SITE CONDITIONS SURFACE CONDITIONS The site is a rectangular-shaped tract of land, totaling about 6.0 acres in size. It is situated on a broad, moderate to steep, westerly-declining hillside. The steep-sloped area of the site southwest of and include the steep gully and its buffer zone will remain undisturbed.. The terrain of the remaining area to be developed generally slopes down westerly at about 11 to 25 percent grade. LIU & ASSOCIATES, INC. April 1, 2005 15-Lot Residential Development L&A Job No. 5A030 Page 3 The site is currently vacant. It appears the area to be developed was previously cleared and is now over-grown with tall grass and berry bushes, with some mature evergreen trees dotting the eastern and southern perimeters of the cleared area. GEOLOGIC SETTING The Geologic Map of the Renton Quadrangle, King County, Washington, by D. R. Mullineaux, published by U. S. 'Geological Survey in 1965, was referenced for the geologic and soil conditions at the site. According to this publication, the surficial soil unit at and in the vicinity of the subject site is mapped as Ground Moraine (Qgt). The geology of the Puget Sound Lowland has been modified by the advance and retreat of several glaciers in the past and subsequent deposits and erosion. The latest glacier,advanced to the Puget Sound Lowland is referred to as the Vashon Stade of the Fraser Glaciation, which has occurred during the later stages of the Pleistocene Epoch and retreated from the region some 14,500 years ago. The ground moraine deposits are mostly thin ablation till over lodgmont till, deposited by Puget glacial lobe of the Vashon Stade of the Fraser Glaciation. The lodgmont till is generally a compact mixture of unsorted clay, silt, sand, gravel and cobble, commonly referred to as "hard pan". The ablation till is similar to lodgmont till, but is much less compact and coherent. The thickness generally varies from 2 to 4 feet for ablation till, and 5 to 30 feet for lodgmont till. The lodgmont till is practically impervious, except local lenses of sand and gravel. It has the strength of a low-grade concrete and can sthnd in a steep natural or cut slope for a long period. The lodgmont till can provide excellent foundation support with little settlement expected. The overlying ablation till is generally in la looser state, and is more compressible and permeable. LIU & ASSOCIATES, INC. April 1, 2005 15-Lot Residential Development L&A Job No. 5A030 Page 4 SOIL CONDITIONS Subsurface conditions of the subject site were explored on March 29, 2005, with nine test pits. The test pits were excavated with a track-mounted backhoe to depths from 5.5 to 10.5 feet. The approximate locations of the test pits are shown on Plate 2 -,Site and Exploration Location Plan. The test pits were located with ither a tape measure or by visual reference to existing topographic features in the field and on the topographic survey map, and their locations should be considered only accurate to the measuring method used. A geotechnical engineer from our office was present during subsurface exploration, who examined the soil and geologic conditions encountered and completed logs of test pits. Soil samples obtained from each soil unit in the test pits were visually classified in general accordance with United Soil Classification System, a copy of which is presented on Plate 3. . Detailed descriptions of soil units encountered during site exploration are presented in the test pit logs on Plates 4 through 8. The test pits revealed that the site is mantled by a layer of loose, organic topsoil, from 1.2 to 2.0 feet thick. The topsoil is underlain by a layer of weathered soils of brown to orange-brown to light-brown, medium-dense,,silty fine sand, from 2.5 to 3.6 feet thick. This layer of weathered soils is mostly underlain to the depths explored by a brown-gray to light-gray Advance Outwash deposit of dense, clean to slightly silty, fine to medium sand, with occasional cobble, except in Test Pit 1 where the weathered soils were found underlain by a lodgmont till deposit of light- gray, dense to very-dense, weakly-cemented, silty fine sand, with a trace of fine gravel. In Test Pits 4, 6 and 8, the soils in the top few inches of the advance outwash deposit were found to be very weakly cemented, indicating the lodgmont till layer just pinches out over some areas of the site. LIU & ASSOCIATES, INC. April 1, 2005 15-Lot Residential Development L&A Job No. 5A030 Page 5 The advance outwash deposits un erlying the site are stratified sand and gravel with minor amounts of silt and clay, deposited by the meltwater of advancing glacial ice. Due to its generally granular composition, the advance outwash unit is of moderate to high permeability and generally drains well. The advance outwash deposits. are glacially overridden and are generally dense to very dense in their natural, undisturbed state, except the exposed top 3 to 5 feet which may be weathered to a medium-dense state. It can stand in steep cuts or natural slopes when undisturbed. When exposed on steep slopes of poor vegetation cover and subjected to storm runoff, the surficial soils of the advance outwash deposits can be gradually eroded and slough to a flatter inclination. The advance outwash deposits in their native, undisturbed state can provide very good foundation support with little settlement expected for light to moderate residential structures. GROUNDWATER CONDITION Groundwater was not encountered in any of the test pits. Although the spotty impervious lodgmont till deposit would perch stormwater infiltrating into the more permeable surficial topsoil and weathered soils, the moderately permeable advance outwash deposits underlying most of the development area of the site would allow stormwater to seep through easily. This explains why the test pits did not encounter shallow groundwater. Stormwater infiltrating into, the advance outwash deposits would perch and accumulate over an underlying impervious silt and clay layer at greater depth. We expect minimal impact on the proposed development by this deeper groundwater. DISCUSSION AND RECOMMENDATIONS GENERAL Based on the soil conditions encountered in our subsurface explorations, it is our opinion that the site is suitable for the proposed development from the geotechnical engineering viewpoint, I LIU & ASSOCIATES, INC. April 1, 2005 15-Lot Residential Development L&A Job No. 5A030 Page 6 provided that the recommendations in this report are fully implemented and observed during construction. The topsoil and unsuitable weak soils in the root zone should,be, completely stripped within the roadway, the bulding footprints and where the subgrade soils are to support structural or traffic load. The den e to very-dense lodgmont till and advance outwash soils at shallow depth are of high to moderately high shear strength and can provide very good foundation support to the roadway and buildings with little settlement. Conventional footing foundations placed on or into the underlying dense to very-dense lodgmont till and advance outwash soils may be used for supporting the houses to be constructed on the site. Structural fill, if required for site grading, should be constructed over the'underlying dense 5• to very-dense lodgmont till or advance outwash soils following the stripping of surficial unsuitable soils. The on-site soils contain a high percentage of fines, and is sensitive to moisture. It can also be saturated quickly and result in heavy runoff with potential soil erosion over the steeper portion of the site during extended periods o heavy rainstorms. One or multiple lines of trench drains should be installed along the upslope side of the construction areas, as required, to intercept and drain surface runoff and near-surface perched groundwater to minimize soil erosion and facilitate site grading during construction. The trench drains may be constructed by cutting trenches to about 6 to 12 inches into the underlying advance outwash soils, lining the trenches with non- woven filter fabric, and filling the trenches with washed gravel wrapped in the fabric liner. Storm runoff over impervious surfaces, such as roofs and paved roadways, should be collected and discharged into a storm sewer. Concentrated stormwater should not be discharged onto the ground anywhere within the site. LIU & ASSOCIATES, INC. I April 1, 2005 15-Lot Residential Development L&A Job No. 5A030 Page 7 GEOLOGIC HAZARDS Landslide Hazards The proposed development area of the site is underlain at shallow depth by dense to very-dense, lodgmont till and/or advance outwash soils of high shear strength. It is, therefore, unlikely for deep-seated landslides to occur on the site. The surficial topsoil and weather soils are loose to medium-dense,and there is a remote 1 chance that shallow, skin-type mudflows may occur in these soils over steeper areas of the site if they are overly saturated. To mitigate such potential, the vegetation cover over the site beyIond construction limits should.be maintained, concentrated stormwater should not be discharged onto the ground within the site, and spoil soils and yardwaste should not be disposed of onto the slopes within the site. Erosion Hazard The surficial topsoil and weathered soils over the steeper portion of the site can be easily eroded when stripped of vegetation cover, while the underlying lodgmont till and advance outwash soils are of moderate resistance against erosion. To abate erosion potential in the surficial weaker soils, the vegetation cover outside of construction limits should not be disturbed. Concentrated stormwater should not be discharged onto the ground within the site. Spoil soils and yardwaste should not be disposed of within the site. Storm runoff over impervious surfaces, such as roofs and pavement, should be captured with underground drain line systems tied to roof downspouts and by catch basins installed in pavement, and tightlined to discharge into a storm sewer or a suitable stormwater disposal facility. Unpaved, disturbed ground within the site should be re- vegetated to provide erosion protection. Once the drainage control measures for the roadway and houses are in place after the completion of the proposed development, the amount of surface runoff and near-surface groundwater flow will be reduced, which would further alleviate soil erosion and enhance site stability. LIU & ASSOCIATES, INC. April 1, 2005 15-Lot Residential Development L&A Job No. 5A030 Page 8 Seismic Hazard The site is underlain at shallow depth by dense to very-dense lodgmont till and/or advance outwash soils of moderately high to high shear strength. These competent soils and the general lack of static groundwater table at shallow depth under the site should make it rather unlikely for such seismic hazard as liquefaction or soil lateral spreading to occur on the site. The proposed houses, however, should be designe for seismic forces induced by strong earthquakes. Based on the soil conditions encountered by the test borings, it is our opinion that Seismic Use Group I and Site Class D should be used in the seismic design of the proposed building in'accordance with the 2003 International Building Code (IBC) referenced by the 2003 International Residential Code(IRC). SITE PREPARATION AND GENERAL GRADING Site preparation for the construction of'the residences should include clearing and grubbing within construction limits. Loose topsoil and weak soils in the root zone should be completely stripped within the,roadway, the building pads of the proposed houses and in other areas subject to traffic and structural loads. The exposed soils should'be compacted to a non-yielding state with a vibratory compactor and proof-rolled with a piece of heavy earthwork equipment operated on the site. The on-site soils contain a high percentage of fines and are-sensitive to moisture. A layer of clean quarry spalls should be placed over excavated areas and areas of frequent traffic, as required; to protect the subgrade soils from disturbance by construction traffic. Silt fences should be erected along the downslope boundaries of the site to prevent sediments'being transported by storm runoff onto adjoining properties or the street. The bottom edge of the silt fence should be embedded in a trench and ballasted with crushed rock or gravel. I LIU & ASSOCIATES, INC. April 1, 2005 15-Lot Residential Development L&A Job No. 5A030 Page 9 I STORMWATER DETENTION VAULT A detention vault, if to be constructed in the drainage tract at the southwest corner of the development area to store collected stormwater, may be supported on footing foundations poured into the underlying, dense, advance outwash soils. An allowable soil bearing pressure of 4,000 psf may be used for the design of the footing foundations. A drain line consisting of perforated, rigid PVC, drain pipe or slotted, corrugated ADS, drain pipe, at least 4 inches in diameter, should be installed at a few inches below bottom of the perimeter footings of the vault wall to intercept and drain away groundwater which may.flow towards the vault. The drain line sh i uld be sloped at one-half percent minimum to generate flow by gravity, and water collected in t e drain line should be tightlined to discharge into a storm sewer or a suitable stormwater disposal facility. The drain line should be completely embedded in washed gravel wrapped in a laye of non-woven filter fabric, such as 140N by Mirafi Inc. or approved equal. A vertical drainage blanket at least 12 inches thick, consisting of compacted pea gravel or washed gravel, should be placed against the perimeter vault walls. The remaining backfill should be constructed of structural fill. Alternatively, a vertical drain mat, such"as Miradrain 6000 by Mirafi Inc. or equivalent, may be placed against the perimeter vault walls as the vertical drainage blanket. The vertical drainage blanket or drain mat should be hydraulically connected to the drain line at the base of the perimeter walls. Sufficient number of cleanouts at strategic locations should be installed for periodical cleaning of the vault wall drain line to prevent clogging. The perimeter walls of the detention vault will also serve as retaining walls to support cut banks and backfill. The perimeter walls of the vault capped with a lid would be restrained at their top from horizontal movement and should be designed for at-rest lateral soil pressure. For the condition that groundwater behind t e perimeter vault walls can be fully drained by the drain line provided at the base of the walls, e recommend an at-rest soil pressure of 50 pcf equivalent LIU & ASSOCIATES, INC. April 1, 2005 15-Lot Residential Development L&A Job No. 5A030 Page 10 fluid density (EFD) be used for the design of vault perimeter walls. ,To counter the,at-rest, a passive lateral soil pressure of 425 pcf EFD may be used, except that the passive pressure within the top 12 inches of the finish subgrade should be ignored. The at-rest soil pressure may also be resisted by the friction force between the footings and the subgrade soils based on a coefficient of friction of 0.60. If the site grade is such that it is not feasible to completely drain groundwater behind the vault walls with a gravity drain line system, the hydrostatic pressure on the perimeter vault walls should also be taken into consideration for the design of the vault perimeter walls. For the condition that a perimeter drain line has to be placed higher than the footing level, the perimeter vault walls should be designed for a lateral soils pressure of 50 pcf EFD above the drain line level and a combined lateral soil and hydrostatic pressure of 80 pcf EFD below the drain line level. The above lateral pressures on the walls may be countered by a passive soil pressure of 500 pcf EFD above the drain line and 250 pcf EFD. The above design parameters are unfactored ultimate values. Proper factors of safety should be applied for the design of the vault walls against sliding and overturning failures. STORMWATER DETENTION POND The cut banks of a detention pond,1 if to be constructed in the drainage tract at the southwest corner of the development area for storing collected stormwater, should be no steeper than 3H:1V in the surficial topsoil and; weathered soils, and no steeper than 2-3/4H:1V in the underlying, dense to very-dense, advance outwash soils. The advance outwash soils are of moderately high permeability, and the pond will have to be lined with plastic liner to hold water. LIU & ASSOCIATES, INC. April 1, 2005 15-Lot Residential Development L&A Job No. 5A030 Page 11 i I I EXCAVATION AND FILL SLOPES Under no circumstance should excavation slopes be steeper than the limits specified by local, state and federal safety regulations if workers have to perform construction work in excavated areas. Unsupported temporary cuts greater than 4 feet in height should be no steeper than 1 H:1 V in the surficial topsoil and weathe I ed soils of loose to medium-dense silty fine sand, and no steeper than 1/2H:1V in the dense to very-dense, light-gray lodgmont till soils or brown-gray to gray advance outwash soils. Permanent cut banks, other than detention pond slopes, should be no steeper than 2H:1V in the surficial topsoil and weathered soils;no steeper than 1-3/4H:1V in the underlying lodgmont till and advance outwash soils. The soil units and the stability of cut l es should be observed and verified bygeotechnical engineer duringexcavation.sop a g Permanent fill embankments required to support structural or traffic loads should be constructed with compacted structural fill placed over proof-rolled, undisturbed, dense to very-dense, lodgmont till and/or advance outwash soils after the unsuitable surficial soils are stripped. Permanent fill to be placed on slopes steeper than 20 percent grade should be retained structurally. Sloping ground exceeding 15 percent grade over which fill is to be placed should be benched with vertical steps no more than 5 feet high after stripping of unsuitable surficial soils. The slope of permanent fill embankments should be no steeper than 2H:1 V. Upon completion, the sloping face of permanent fill embankments should be thoroughly compacted to a non- yielding state with a hoe-pack. The above recommended cut and fill slopes are under the assumption that groundwater seepage will not be encountered during construction. If encountered, the construction work should be immediately halted and the slope stalbility re-evaluated. The slopes may have to be flattened and other measures taken to stabilize the slopes. Storm runoff should not be allowed to flow uncontrolled over the top of cut or fill slopes. One or multiple lines of interceptor trench drains LIU & ASSOCIATES, INC. April 1, 2005 15-Lot Residential Development L&A Job No. 5A030 Page 12 should be installed, as required, on the uphill side of the areas to be graded to intercept and safely drain away surface runoff and near-surface groundwater flow. Permanent cut slopes or fill embankments should be seeded and vegetated as soon as, possible for erosion protection and long-term stability, and should be covered with clear plastic sheets, as required, to protect them from erosion by stormwater until the vegetation is fully established. STRUCTURAL FILL Structural fill is the fill that supports structural or traffic load. Structural fill should consist of clean soils free of organic and other deleterious substances and with particles not larger than four inches. Structural.fill should have a moisture content within one percent of its optimum moisture content at the time of placement. The optimum moisture content is the water content in the soils that enable the soils to be compacte to the highest dry density for a given compaction effort. The on-site till soils contain a high percentage of fines, and may be used as structural fill•only under fair weather condition when i s moisture content can be controlled to close to its optimum moisture content. Imported material for structural fill should be clean, free-draining, granular soils containing no more than 5% by weight finer than the No. 200 sieve based on the fraction of the material passing No. 4 sieve, and should have individual particles not larger than four inches. Imported structural fill should be stockpiled and covered separately from the on-site soils. Structural fill should be placed in lifts no more than 10 inches thick in loose state, with each lift compacted to a minimum percentage of the maximum dry density determined by ASTM D1557 Modified Proctor Method) as follows: LIU & ASSOCIATES, INC. 4 I April 1, 2005 15-Lot Residential Development L&A Job No. 5A030 Page 13 Application of Maximum Dry Density Within building pads . 95% Roadway/driveway subgrade 95% for top 2 feet and 90%below Retaining wall backfill 90% Utility trench backfill 95% for top 4 feet and 90%below BUILDING FOUNDATIONS Conventional footing foundations may be used for supporting the houses to be constructed on the site. The footing foundations should be placed on or into the underlying, dense to very-dense lodgmont till or advance outwash soils, or on structural fill placed over these competent undisturbed soils. Water should n t be allowed to accumulate in excavated footing trenches. Disturbed soils in footing trenches should be completely removed down to firm native prior to pouring concrete for the footings. If the above recommendations are followed, our recommended design criteria for footing foundations are as follows: The allowable soil bearing pressure for footing foundations, including dead and live loads, should be no greater than 3,000 psf if supported on undisturbed dense to very- dense native soils and no greater than 2,500 psf if supported on structural fill placed over firm undisturbed soils. The footing bearing soils should be verified on-site by a geotechnical engineer after the footing trenches are excavated and before the footings poured. The minimum depth to bottom of perimeter footings below adjacent final exterior grade should be no less than 18 inches. The minimum depth to bottom of the interior footings below top of floor slab should be no less than 12 inches. LIU & ASSOCIATES, INC. April 1, 2005 15-Lot Residential Development L&A Job No. 5A030 Page 14 The minimum width should be no less than 16 inches for continuous footings, and no less than 24 inches for individual footings. A one-third increase in the above rjecommended allowable soil bearing pressure may be used when considering short-term,transitory, wind or seismic loads. For footing foundations designed and constructed per recommendations above, we estimate that the maximum total post- construction settlement of the buildings should be 1/2 inch or less and the differential settlement across building width should be 3/8 inch or less. Lateral loads on buildings can be resisted by the friction force between the foundations and the subgrade soils or the passive earth pressure acting on the below-grade portion of the foundations. For the latter, the foundations must be poured "neat". against undisturbed soils or backfilled with a clean, free-draining, compacted structural fill. We recommend that an equivalent fluid density EFD) of 350 pcf (pounds per cubic foot) for the passive, earth pressure be used for lateral resistance. The above passive pressure assumes that the backfill is level or inclines upward away from the foundations for a horizontal distance at least twice the depth of the foundations below the final grade. A coefficient of friction of 0.60 between the foundations and the subgrade soils may be used. The above soil par eters are unfactored values, and a proper factor of safety should be used in calculating the resi§ting forces against lateral loads on the buildings. BASEMENT AND RETAINING WALLS Basement walls restrained horizontally at the top are considered unyielding and should be designed for a lateral soil pressure under the at-rest condition; while retaining walls free to move at the top should be designed for active lateral soil pressure. We recommend that a lateral soil pressure of 45 and 65 pcf EFD be used for the design of foundation walls with level/descending backslope and rising backslope, respectively; and 35 and 50 pcf EFD.for retaining walls with LIU & ASSOCIATES, INC. ' April 1, 2005 15-Lot Residential Development L&A Job No. 5A030 Page 15 level/descending backslope and rising backslope, respectively. To counter the active soil or at- rest pressure, a passive lateral soil pressure of 400_pcf EFD may be used, except that the passive pressure within the top 12 inches of the finish subgrade should be ignored. The above passive pressure assumes that the backfill i level or inclines upward away from the walls. The above lateral soil pressures are under the assumption that groundwater behind the walls is fully drained. To resist against sliding, the friction force between the footings and the subgrade soils may be calculated based on a coefficient oIf friction of 0.60. The above soil parameters are ultimate values, and proper factors of safety should be used in the design of the basement and retaining walls against sliding and overturn ng failures. , Basement walls or retaining walls may be, seated on or into the underlyingfresh till or very- hard on footing foundations seatvery-dense transitional beds soils, with an allowable soil bearing pressure not to exceed 3,000 psf. A vertical drainage blanket consisting of at least 12-inch-thick free-draining pea gravel or washed gravel should be placed against foundation and retaining walls to prevent accumulation of S groundwater behind and buildup of hydrostatic pressure against the walls. The remaining backfill should consist of structural fill constructed per recommendations in the STRUCTURAL FILL section of this report. The top,12 inches of backfill should consist of compacted, clean, on- site soils. The backfill material for the foundation and retaining walls should be compacted with a hand-operated compactor. Heavy compaction equipment should not be allowed closer to the. walls than a horizontal distance equal to the wall heights. A footing drain, as recommended in the DRAINAGE CONTROL section of this report, should also be provided for foundation and. retaining walls. SLAB-ON-GRADE FLOORS Slab-on-grade floors, if used, should be placed on firm subgrade prepared as outlined in the SITE PREPARATION AND GENERAL EARTHWORK and the STRUCTURAL FILL sections of LIU & ASSOCIATES, INC. April 1, 2005 15-Lot Residential Development L&A Job No. 5A030 Page 16 this report. Where moisture control is critical, the slab-on-grade floors should be placed on a capillary break which is in turn placed on the compacted subgrade. The capillary break should consist of a minimum four-inch-thick layer of clean, free-draining, 7/8-inch crushed rock, containing no more than 5 percent by weight passing the No. 4 sieve. A vapor barrier, such as a 6-mil plastic membrane, may be pl.ced over the capillary break, as required, to keep moisture from migrating upwards. DRAINAGE CONTROL Building Footprint Excavation Heavy runoff and near-surface perched groundwater may be encountered during and after heavy rainstorms. If encountered, the botom of building footprint excavation should be sloped and ditches excavated along the bases of the cut banks to direct runoff and groundwater into a sump pit from which water can be pumpe&into a storm sewer. The inlet of the storm sewer should be covered by a filter sack to keep sediments from entering the storm sewer system. A layer of 2- inch crushed rock should be placed over undisturbed subgrade soils supporting footings and on- grade slabs, as required, to protect the soils from disturbance by construction traffic. Surface Drainage Water should not be allowed to stand in any areas where footings, slabs, or pavement is to be constructed. Final site grades should allow storm runoff to flow away from the building. We recommend the finish ground be sloped at a gradient of 3 percent minimum for a distance of at least 10 feet away from the building, except in the areas to be paved. Runoff over Impervious Surfaces Storm runoff over impervious surfaces, such as roofs and driveway pavement, should be collected by underground drain line systems connected to downspouts and by catch basins LIU & ASSOCIATES, INC. April 1, 2005 15-Lot Residential Development L&A Job No. 5A030 Page 17 installed in the roadway pavement. Stormwater thus collected should be tightlined to discharge into a storm sewer or a suitable stormwater disposal facility. Sufficient numbers of cleanouts at strategic locations should be provided to the underground drain line systems to allow for periodical cleaning of the drain lines. Footing Drains A subdrain should be installed around the perimeter footings of the proposed houses and along the base of retaining walls. The subdrains should consist of a 4-inch-minimum-diameter; perforated, rigid, drain pipe, laid a few inches below bottom of the building perimeter footings or 17 retaining wall footings. The trenches and the drain lines should have a sufficient gradient to generate flow by gravity. The drain lines should be embedded in washed gravel completely wrapped in non-woven filter fabric to within about 12 inches of finish grade. The remaining trenches may be backfilled with clean on-site soils. Sufficient numbers of cleanouts at strategic locations should be provided to the footing drain lines to allow for their periodical cleaning and maintenance. Water collected by the footing drains should be tightlined, separately from the roof . and surface stormwater drain systems, to discharge into a storm sewer. RISK EVALUATION STATEMENT The site is underlain by dense to ve -dense fresh till and/or advance outwash soils at shallow depth. These soils are of high shear strength and have good resistance against deep-seated slope failures. The key to maintain stability of the site is to have proper and adequate erosion and drainage control. It is our opinion that if the recommendations in the report are fully implemented and observed during construction and after the completion of the development, the areas disturbed by construction will remain stable and will not increase the potential for soil movement. In our opinion, the risk of damage to the proposed development and from the development to adjacent properties from soil instability should be minimal. LIU & ASSOCIATES, INC. I I N April 1, 2005 15-Lot Residential Development L&A Job No. 5A030 Page 18 LIMITATIONS This report has been prepared for the specific application to this project for the exclusive use by Mr. Satwant Singh, and his associates, representatives, consultants, and contractors. We recommend that this report, in its entirety, be included in the project contract documents for the information of the prospective contractors for their estimating and bidding purposes. The conclusions and interpretations in this report, however, should not be construed as a warranty of the subsurface conditions. The cope of this study does not include services related to construction safety precautions ar1d our recommendations are not intended to direct the contractor's methods, techniques, sequences or procedures, except as 'specifically described in this report for design considerations. Our recommendations and conclusions are based on the geologic and soil conditions encountered in the test borings, and our experience and engineering judgment. The conclusions and recommendations are professional opinions derived in a manner consistent with the level of care and skill ordinarily exercised by other members of the profession currently practicing under similar conditions in this area. No warranty, expressed or implied, is made. The actual subsurface conditions of the site may vary from those encountered by the test pits. The nature and extent of such varitions may not become evident until construction starts. If variations appear then, we should be retained to re-evaluate the recommendations of this report, and to verify or modify them in writing prior to proceeding further with the construction. LIU & ASSOCIATES, INC. April 1, 2005 15-Lot Residential Development L&A Job No. 5A030 Page 19 CLOSURE We are pleased to be of service to you on this project. Please feel free to call us if you have any questions regarding this report or ne d further consultation. O1G f4 a. . .4.,Yours very truly, A ;, LIU& SSOCIATES INC. s.14p J. S. (Julian)Liu, Ph.D., P.E. s Consulting Geotechmcal Engineer sxa2s "1I17 Eight plates attached LIU & ASSOCIATES, INC. i I lO , ppy'tpp, N hr' i $ ' AlaY t H E ., •,,t }} Ix sE 179TH PL d _o JI Y 252 t• JIYC RtZD < u 180TH W SE SE x s. IFS`4 •1 • &, ' "'~A AI 180TH 180TH ST '' 179iN S t7- F i ST PL i W^ SErSE180THST) w 9.yy,, " c3 Q j 5`e` 18 o NI sz''4' S w > 7'., ;4 . 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In ' 1'%'f .,1`,a,)A1 SE 218THP a y 219TH PL :- T (`, I 219TH 71 S PL n' SE y,.s<E. SF 22n Sf n 914TN -- PL SE t VICINITY MAP LIU & ASSOCIATES, In C. 15-LOT RESIDENTIAL DEVELOPMENT 101 XX SE 194TH PLACE Geotechnical Engineering•Engineering Geology• Earth Science RENTON, WASHINGTON JOB NO. 5A030 DATE 3/24/2005 PLATE 1 1 i I 1 1 1 I 1 i i i 1 1 I 1 i 1 1 1 I r c- 7\_ v / j 7.,1 . ) CN 1 IO3titIi,3.;YU A, J- V. N r 6‘ 7": 6\ \= o y L, CASCADE SEi4E DISTRICT EASEMENT N0.3 RE(08040081 —® — cam+ o i — - —\Vcr,— OIl` I 8\ ‘ ' LA 9'15'16"E 41 . N \R L l I i 47 I ,: - .,r5;'F,8 At\ I - I \ \ 4).. . 1\\ \.- \ \\\ 1 ( AFL \l. L. T 21 W w,w I - - Oi r i \ L a- 63 N 6' I\ Lin,N CO NJ-4 t\: al I w 1 - 1T 11 1 1 I I s‘ , •... . , C''... '... .'4b .:: \ V] r rn 9 ti ,cam,. f` i % 501 it 1 1 1` N89'04'50"W 410.02' SITE AND EXPLORATION LOCATION PLAN ' LIU & ASSOCIATES, INC. 15-LOT RESIDENTIAL DEVELOPMENT' 101 XX SE 194TH PLACE Geotechnical Engineering • Engineering Geology Earth Science, RENTON, WASHINGTON JOB NO. 5A030 DATE 3/24/2005 PLATE. 2 - UNIFIED SOIL CLASSIFICATION SYSTEM MAJOR DIVISIONS GROUP GROUP NAME SYMBOL GRAVEL CLEAN GW WELL-GRADED GRAVEL, FINE TO COARSE GRAVEL COARSE- MORE THAN 50%OF GRAVEL GP POORLY-GRADED GRAVEL GRAINED COARSE FRACTION GRAVEL WITH GM SILTY GRAVEL SOILS RETAINED ON NO.4 SIEVE FINES GC CLAYEY GRAVEL SAND CLEAN SW .WELL-GRADED SAND,FINE TO COARSE SAND MORE THAN 50% MORE THAN 50%OF SAND SP POORLY-GRADED SAND r RETAINED ON THE COARSE FRACTION SAND WITH SM SILTY SAND NO.200 SIEVE PASSING NO.4 SIEVE FINES SC CLAYEY SAND FINE- SILT AND CLAY INORGANIC ML SILT GRAINED CL CLAY LIQUID LIMIT SOILS LESS THAN 50% ORGANIC OL ORGANIC SILT,ORGANIC CLAY MORE THAN 50% SILTY AND CLAY INORGANIC MH SILT OF HIGH PLASTICITY, ELASTIC SILT PASSING ON THE LIQUID LIMIT CH CLAY OF HIGH PLASTICITY,FAT CLAY NO.200 SIEVE 50%OR MORE ORGANIC OH ORGANIC SILT,ORGANIC SILT • HIGHLY ORGANIC SOILS PT PEAT AND OTHER HIGHLY ORGANIC SOILS NOTES: SOIL MOISTURE MODIFIERS: 1. FIELD CLASSIFICATION IS BASED ON VISUAL EXAMINATION DRY-ABSENCE OF MOISTURE, DUSTY,DRY TO OF SOIL IN GENERAL ACCORDANCE WITH ASTM D2488-83. • THE TOUCH 2. SOIL CLASSIFICATION USING LABORATORY(TESTS IS BASED SLIGHTLY MOIST-TRACE MOISTURE,NOT DUSTY ON ASTM D2487-83. MOIST-DAMP, BUT NO VISIBLE WATER 3. DESCRIPTIONS OF SOIL DENSITY OR CONSISTENCY ARE VERY MOIST-VERY DAMP,MOISTURE FELT TO THE TOUCH BASED ON INTERPRETATION OF BLOW-COUNT DATA,VISUAL WET-VISIBLE FREE WATER OR SATURATED, APPEARANCE OF SOILS,AND/OR TEST DATA. USUALLY SOIL IS OBTAINED FROM BELOW WATER TABLE LIU & ASSOCIATES,1 INC. UNIFIED SOIL CLASSIFICATION SYSTEM Geotechnical Engineering • Engineering Geology • Earth Science PLATE 3 TEST; PIT NO. 1 Logged By: JSL Date:' 3/29/2005 Ground El. 371.8' ± Depth USCS Sample W Other ft. CLASS. Soil Description No. % Test OL Tall grass on surface 1 _ Dark-brown, loose, organic, silty fine SAND,trace gravel,with fine roots, moist(TOPSOIL) j- 2 SM Light-brown, medium-dense, silty fine SAND,trace gravel, moist 3 SM Light-gray, dense to very-dense, silty fine SAND, trace gravel, 5 weakly cemented, moist(LODGMONT TILL) 6 7 Test pit terminated @ 5.5 t, groundwater not encountered. 8 9 10 TEST PIT NO. " 2 Logged By: JSL Date: 3/29/2005 Ground El. 335.0' ± Depth USCS Sample W Other ft. CLASS. Soi; Description No. %Test OL Tall grass on surface 1 _ Dark-brown, loose, Organic, silty fine SAND, trace gravel,with fine roots, moist(TOPSOIL) 2 SM Light-brown,medium-dene, silty fine SAND,trace to some gravel, 3 occasional cobble, moist 4 5 6 _ SM/SP Brown-gray, dense, slightly silty, fine to medium SAND,trace to some gravel, moist(ADVANCE OUTWASH) 7 8 9 Test pit terminated @ 7.5 ft, groundwater not encountered. 10 TEST PIT LOGS LIU & ASSOCIATES, INC. 15-LOT RESIDENTIAL DEVELOPMENT 101XX SE 194TH PLACE Geotechnical Engineering •Engineering Geology• Earth Science RENTON, WASHINGTON JOB NO.5A030 DATE 3/29/05 PLATE 4 TEST PIT NO. 3 Logged By: JSL Date: 3/29/2005 Ground El. 308.5' ± Depth USCS Sample W Other ft. CLASS. Soil Description No. % Test OL Tall grass on surface 1 _ Dark-brown, loose, organic, silty fine SAND, trace gravel,with fine roots, moist(TOPSOIL) 2 _ SM Light-brown, medium-dense, silty fine SAND,trace to some gravel, occasional cobble, moist 3 4 5 Z— SM/SP Brown-gray, dense, slightly silty,fine to medium SAND, trace to 6 some gravel, moist(ADIVANCE OUTWASH) 7 9 Test pit terminated @ 7.0 ft, groundwater not encountered. 10 TEST PIT NO. 4 Logged By: JSL Date: 3/29/2005 Ground El. 312.0' ± Depth USCS Sample W Other ft. CLASS. Soil Description No. %Test OL Tall grass on surface 1 _— Dark-brown, loose,organi , silty fine SAND,trace gravel,with fine roots, moist(TOPSOIL) 2 _ SM Brown, medium-dense, silty fine SAND,trace gravel and occasional . cobble, moist 3 r 4 5 SM Light-gray, dense, silty to slightly silty,fine to medium SAND, trace 6 to some gravel,top few inches weakly cement, moist ADVANCE OUTWASH) 7 8 _ 1 9 Test pit terminated @ 7.0 ft,groundwater not encountered. 10 TEST PIT LOGS LIU & ASSOCIATES, INC. 15-LOT RESIDENTIAL DEVELOPMENT 101 XX SE 194TH PLACE Geotechnical Engineering •Engineering Geology.•Earth Science RENTON, WASHINGTON JOB NO.5A030 DATE 3/29/05 PLATE 5 1EST PIT NO. 5 Logged By:_ JSL Date: 3/29/2005 Ground El. 332.3' ± Depth USCS Sample W Other ft. CLASS. Soil Description No. % Test OL Tall grass on surface 1 _ Dark-brown, loose, organic, silty fine SAND, trace gravel,with roots to 0.5-inch diameter, moist(TOPSOIL) 2 SM Light-brown, medium-dense, silty fine SAND,trace gravel, moist 3 4 5 6 — SM/SP Light-gray, dense, slightly silty,fine to coarse SAND, trace gravel, 7 _ moist(ADVANCE OUTWASH) 8 9 10 Test pit terminated @ 9.5 ft, groundwater not encountered. 11 TEST PIT NO. 6 Logged By: JSL Date: 3/29/2005 Ground El. 307.0' ± Depth USCS Sample W Other ft. CLASS. Soi Description No. %Test OL Tall grass on surface 1 _ Dark-brown, loose, organic, silty fine SAND, trace gravel,with fine roots, moist(TOPSOIL) 2 _ SM Orange-brown, medium-d nse, silty fine SAND,trace gravel, moist • cobble, moist 3 4 SM Brown-gray, dense, silty to slightly silty, fine to medium SAND,trace 5 _ to some gravel, occasional cobble, top few inches weakly cement, moist(ADVANCE OUT\VASH) 6 7' 8 9 10 11 Test pit terminated @ 10.5'ft, groundwater not encountered. 12 TEST PIT LOGS LIU & ASSOCIATES, INC. 15-LOT RESIDENTIAL DEVELOPMENT 101XX SE 194TH PLACE Geotechnical Engineering • Engineering Geology• Earth Science RENTON, WASHINGTON JOB NO. 5A030 DATE 3/29/05 PLATE 6 TES1I PIT NO. 7 Logged By: JSL Date 3/29/2005 Ground El. 337.0' ± Depth USCS Sample W Other ft. CLASS. Soil Description No. % Test OL Tall grass on surface 1 — Dark-brown, loose, organic, silty fine SAND, trace gravel,with fine roots, moist(TOPS01 1) 2 SM Brown-gray, medium-derse, silty fine SAND, trace gravel, moist 3 4 SM/SP Light-gray, dense, slightly silty,fine to medium SAND, trace to 5 _ some gravel,top few inches weakly cemented, moist ADVANCE OUTWASHI ) 6 7 8 9 Test pit terminated @ 7.0 ft, groundwater not encountered. 10 TEST PIT NO. . 8 Logged By: JSL Date: 3/29/2005 Ground El. 361.8' ± Depth USCS Sample! W Other ft. CLASS. Soil Description No. %Test OL Tall grass on surface 1 _ Dark-brown, loose, organic, silty fine SAND,trace gravel,with fine roots, moist(TOPSOIL)" 2 — SM Light-b-brown, medium-dense, silty fine SAND,trace gravel, moist 3 4 5 SM Light-gray, dense, silty to slightly silty,fine to medium SAND,trace 6 _ to some gravel,top few inches weakly cement, moist ADVANCE OUTWASH) 8 9 Test pit terminated @ 8.0 ft,groundwater not encountered. 10 — TEST PIT LOGS LIU & ASSOCIATES, INC. 15-LOT RESIDENTIAL DEVELOPMENT 101XX SE 194TH PLACE Geotechnical Engineering• Engineering Geology• Earth Science RENTON, WASHINGTON JOB NO. 5A030 DATE 3/29/05 PLATE 7 TEST' PIT NO. 9 Logged By: JSL Date: 3/29/2005 Ground EL 368.0' ± Depth USCS Sample W Other ft. CLASS. Soil Description No. % Test OL Tall grass on surface 1 _ Dark-brown, loose, organic, silty fine SAND, trace gravel, with roots to 0.5-inch diameter, moist(TOPSOIL) 2 SM Orange-brown, medium-dense, silty fine SAND,trace gravel, moist • ' 3 Brown-gray, medium-dense to dense, silty fine to medium SAND, 4 trace gravel, moist 5 7 SM/SP Light-gray, dense, slightly'silty, fine to medium SAND,trace to some gravel, moist(ADVANCE OUTWASH) 8 9 Test pit terminated @ 8.0 ft, groundwater not encountered. 10 TEST PIT 'NO. Logged By: Date: Ground El. Depth USCS Sample W Other ft. CLASS. Soil Description No. %.Test 1 2 3 4 5 7 8 9 10 TEST PIT LOGS LIU & ASSOCIATES, INC. 15-LOT RESIDENTIAL DEVELOPMENT 101XX SE 194TH PLACE Geotechnical Engineering• Engineering Geology•Ea h Science RENTON, WASHINGTON JOB NO.' 5A030 I DATE 3/29/05 • PLATE 8 LO5P0013 oaMdED i JU A.-5 2005 PG I;ni do wFcDoa-Lr aI: 142 LOCATED IN THE I1.W. 1/4, OF THE N.W. 1/4, I ,1 OF SECTION 5, TOWNSHIP 22 NORTH, RANGE 5 EAST, W.M., KT!:'; Y 1= KING COUNTY, WASHINGTON BLACK:ARDSCI6 GRAPHIC SCALE 1'=50' DEVELOPER/OWNER INFORMATION: LEGEND: 1 ' 00 {y_ No A. asos SE i{om sr roux NwrrRr.6 wow I as 50 0 50 Ifeif WA 98042 Csunu r POLE I253-631-1222 BASIS OF BEARINGS: ZONING, SERVICE& 8 GUY ANCHOR iIMMOSHOWNHEREONAREBUSEDONMENESTUNEUTILITYINFORMATION:G4S PUMP OF novEh EENT LOT 4:SEW NORTH 002372'EAST,AS ACREAGE OF SUBDIVISION:6 ry SNO8N ON VW RECORD OF RORY RECORDED UNDER UIHlIY POLE RECORD NUMBER 5402389001.INBOOK41 OF SURYE75 NUYBER OF PROPOSED LOTS:18ti AT PAGE 167 RECORDS OF TONG COUNTY;8LSTASGTOH. PROPOSED 13 0- GAS LME PANE LURK ei.'.•PARENT ARCED 201E1k R-84-SO PROPOSED USE SINGLE FAMILY RESIORRUL SIM LEGAL DESCRIPTION: SEWER SERVICE1 PROVIDER sans CREEK THE REST 410 FEET OF THE scum 660 FEET OF RATER SERVICE PROVIDER:SODS CRFDC AWL BOX SCHOOL DISTRICT:415 GOVERNMENT LOT A SECTION S.TOVRISH2 22 NORTH. ARE DISTRICT.47 W WATER VANE ill r' N111 THN. IHfUYETTE AIERIDMr(M KING COUNTY, NONE SE OWEST PSE E HYDRANT ai V NOTES: VEPOWRTICAL DATUM: en WATER METER cl I.MONUMENTS LAST VISITED 06-I4-OS.ASSUMED 4E— WATER UNE PAIR 2.No sK28EiGwr 17TEE5 WERE LOCATED BENCHMARK:: + A CATCH BASIN l ON THIS SITE AS OF THE ABOVE DATE. SET WOOD SrI ON SITE 1 k J.SURVEY BASED ON ACRML FREED va6FlwlaN. ASSUMED ELEVATOR:368.67 U.K FEET a 564074Rr SEWER MANHHOLf ea I `':y 4.PARENTS AREA:261,334E SQ.F7: CONTOUR INTTs'RVAL• 1 II iN1 r ARKE I I 1 ® I, ; lJlll l IIP'4\ 3J ice ) L ; \-------__ __1FDA( ci.(_ 1-c-5.34_\ 1--\.°8 _ II sEesfaN,asrn ci,:ecrA3c-_-_:—. 1 C , it 4.-------- 1"'T_}\. 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MAIN MO AMINO THE sTRwr ROIIAOE OF AU.IBIS MS TRACTS M 111M11 1O 186TALL.LAY. 1 0 °O65TRUCT.M][W,OPERATE AND M IRIAM OICERGROAW COMM CAME mass.me 2,4E\\.S' , s EH85 M TH THE NEGSSARP FACMI6 AND DTTER IDIRIBNT FOR THE PURPOSE OF SERVICE TRACT E 1&\ 511'L ,AT 0 TO TES SUMMON A•O ODER PROPERTY MIN ELECROC,TEIE0WI[.OAS.CARLE Di SOWSII1{'E AREA 7\J' `.',' SERVICE.SEW AID MATER,TOGETHER MITI DE TWIT i EMDI 1pg1 TTE FASDEXIS At All. 1 7.27 ALSQ.FE y \ TIE FOB ME PURPOSES STATED. v- . 1 wax Cramer Northwest Inc. , Surveyors Planners & Engineers q<:•'0'F 945 N. CENTRAL, STE. /104, KENT,'WA 98032 AT C) 253)852-4880 (local) or I—(800)251-0189 (toll free) ' 2 is253)852-4955 (fax) E-NAIL• enlecram.mw.com 1 Ne9•a'svw 4TaD2• JOB NO. 200E-239P 001, ° g 1130 D.D.E.S. FILE NO. XXXXXXXX SHEET 2 OF 2 o DNB 47T12/A61 I I REVISED FIRE ENGINEERING CONDITIONS VIEWPOINT 18 - LOT SUBDIVISION Permit Approval Conditions Document FireSystem Review MAIN FILE COPY Tracking Number: 0516001 1/25/07 The following conditions apply to a 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. 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. 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: Fire Systems Review Approval Conditions Page 1 of 2 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 poinds 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. irom 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, ale 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 sny 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 obtained from DDES; Fire Protection Engineering. Fire Systems Review Approval Conditions Page 2 of 2 A Drop-Off f1LUSD N:LY - King County Department of Development Cover Sheet - . and Environmental Services Land Use Services Division 900 Oakesdale Avenue Southwest Alternative formats available Renton,Washington 98055-1219 on requestuest206)296-6600 TTY(206)296-7217 p 9 Drop-Off Cover Sheet for Land Use Services Division IMPORTANT******** ******************** PROJECT NUMBER AND NAME IS NECESSARY Date Received by LUSD FOR ALL DROP-OFFS Project No.: L'G5 pa G 13 Project Name: fevv por-' D FROM: GI,WI.elr k1 W) I vy e pEle kon ef(S DEC 0 1005 i; Company Name/ nta ton Telephone No.: E53) 52 - Li g-0 KC.DODOES TO: 0 ha-d Tibb/fs ADDITIONAL INFORMATION REQUESTED BY KING COUNTY STAFF (please print) Short Plat/ Plats Please(specify item(s) dropped-off: rni--tictoction aoreel'l/l eof ApproveApprov.d We vvl l rte_a rd rta n JCL/745-- 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: IAt Other: PLEASE NOTE: All drop-off item(s)will be logged into the computer under the project number, therefore, it is important that the top portion of this form is completed properly before you'drop-off anything. Assistance in finding a project number can be provided by speaking to a Land Use Services Division Person of the Day (POD) or the Zoning/Land Use Technician. Your cooperation is important. Thank you. LUSD Drop-Off Cover Sheet Ig-cvs-dropoff.pdf 05-30-2002 Page 1 of 1 115NOIR Return Address: King County Fire District#37 24611 116th Ave SE Kent WA,98030 Please print or type information WASHINGTON STATE RECORDER'S Cover Sheet (RCW 65.04) Document Title(s)(or transactions con'aired therein): (all areas applicable to your document must be filled in) MITIGATION AGREEMENT Reference.Number(s) of Documents assigned or released:N/A Additional reference#'s on page of document Grantor(s) (Last name,first name,initi s) Singh, Satwant Grantee(s) (Last name first,then first name and initials) S KING COUNTY FIRE PROTECTION DISTRICT NO.37,a Washington special purpose district Legal description S The West 410 feet of the south 660 feet of Government Lot 4,Section 5,Township 22 North,Range 5 East, W.M.,in King County,Washington Assessor's Property Tax Parcel/Account Number 0 Assessor Tax#not yet assigned 052205-9085 The Auditor/Recorder will rely on the information provided on the form. The staff will not read the document to verify the accuracy or completeness of the indexing information provided herein. MAIN FILE COPY ttt‘ FIRE MITIGATION AGREEMENT3 KC Viewpoint Short Plat L05P0013.doc G- 00 3 MITIGATION AGREEMENT This Mitigation Agreement("Agreement")is made and entered into this 21 day of November 2005,by and between Satwant Singi(Viewpoint Plat)and King County Fire Protection District No. 37, a Washington special purpose district(the"District"). RECITALS A. Satwant Singh proposes to evelop certain portions of unincorporated King County on a _ site located at SE 192nd Street and 102nd Ave SE, Renton. The proposed (Viewpoint Plat) development would create 18 lots for detached single-family dwellings, together ' with any recreation and opei space tracts required by King County on said property(the Development"). The legal description of the property affected by the Development and this Agreement is set for on Exhibit A hereto and incorporated herein by this reference. B. The District has appealed the plat for the Development based upon the District's opinion that the Development would present a significant threat to public safety on the basis that without this Mitigation Agreement, the District will be unable to provide an adequate level of service according tc accepted industry standard and the Districts adopted level of service to the Development hand its residents. C. Satwant Singh (Viewpoint Plat) and the District have reached agreement on mitigation measures that would enabe the District to provide acceptable fire and emergency medical services to the Development and assist the District in obtaining its goal of providing acceptable fire and emergency medical service to ,the areas within its jurisdiction as they develop. Now, therefore in consideration of the mutual promises contained herein, and for the benefit of the public generally, the parties agree as follows: AGREEMENT: 1. The District shall be paid the sum of Six Hundred Seventy-Two ($672.00) Dollars for each approved detached single family dwelling (each a "Lot") created within the Development (the "Fire Level of Service Mitigation Fee"). Payment of the Fire Level of Service' Mitigation Fee is riot a prerequisite to final plat approval by King County. Rather, it shall be payable as oolows: a. One hundred percent (100%) of the Fire Level of Service Mitigation Fee (Six Hundred Seventy-Two ($672.00) dollars per Lot), shall be paid to the District 2- FIRE MITIGATION AGREEMENT3 KC Viewpoint Short Plat L05P0013.doc within three (3) business days of King County issuing Final Plat Approval for the Development. For the purposes of this Agreement Final Plat Approval shall be deemed issued when all required authorizing signatures have been applied to the final recording documents. Recording documents-are those documents required by the King County Assessors Office to legally record the land division that forms the Viewpoint Plat occurring on the land parcel legally described herein in Appendix A. i. Exception: P eviously existing detached dwelling units incorporated into any new lan division shall be exempt from the Fire Level of Service Mitigation Fee. b. Notwithstanding the foregoing, as to any unit that contains an approved fire sprinkler system, the Fire Level of Service Mitigation Fee shall be Four Hundred Seventy and 40/100 Dollars ($470.40) rather than Six Hundred Seventy-Two Dollars. 2. The District agrees that the vloluntary payment of the Fire Level of Service Mitigation Fee will enable the District to provide reasonable fire protection services to the Development and will assist the District in obtaining its goal of providing acceptable fire and emergency medical services to other areas within its jurisdiction as such areas develop. The District further agrees t}iis Agreement shall constitute evidence that Satwant Singh Viewpoint Plat)has made appropriate provisions for the public health, safety and welfare and is in compliance with King County's planning policies pertaining to the provision of public services. Accordingly, the District hereby withdraws its objections to the proposed Development and agrees to simultaneously execute any other documentation required by the applicable King County Hearing Examiner to evidence such withdraw. 3. This Agreement shall be submitted to the King County Hearing Examiner or other appropriate land use authority upon execution and may be recorded by either party. The District,agrees to execute any documents necessary to clear this Agreement from title upon payment of the Fire Level of Service Mitigation Fee as provided for above. 4. All provisions of this Agreement, including the benefits and burdens set forth herein, shall run with the land and are binding upon and shall inure to the benefit of the successors and assigns of the parties hereto. 5. This Agreement shall be construed and enforced in accordance with the laws of the State of Washington without regard to its conflict of laws provisions. 3- FIRE MITIGATION AGREEMENT3 KC Viewpoint Short Plat L05P0013.doc. 6. The duty owned by the District is a duty to the public generally. This Agreement is not intended to create a"special relationship" as that term is commonly understood under the Public Duty Doctrine. 7. This Agreement may be executed in any number of counterparts, each of which shall be deemed an original, and all .1f such counterparts,when taken together, shall constitute one and the same instrument. VIEWPOINT PLAT DISTRICT: KING COUNTY FIRE PROTECTION DISTRICT NO. 37, a Washington special purpose district BY: Wa tA BY:G)C' Sin , Satwant Linda Y. M BY: Title: District Secretary Date: / l Z D Date: 056//0,5"'' 4- FIRE MITIGATION AGREEMENT3 KC Viewpoint Short Plat L05P0013.doc STATE OF WASHINGTON ss. COUNTY OF KING On this al - day of ) OY-en et— ,2005,before me, a undersigned, a Notary Public in and for the State of Washington, duly commissioned ar d sworn personally appeare ingh, known to me who executed the foregoing instrument, and acknowledged the said instrument to be theree and voluntary act and deed,for the purposes therein mentioned,and on oath statd that he/she was authorized to execute said instrument. I certify that I know or have satisfactory evidence that the person appearing before me and making this acknowledgment is the person whose true signature appears on this document. WITNESS my hand and official seal hereto affixed the day and year in the certificate above written. 51ON F+A ,) Signatur a Print NamJ 2"Og`,,=/`•(:) NOTARY PUBLIC in and for thel State of Washington,residing at P s,CA'My commission expires`7 ZA--O 9 STATE OF WASHINGTON ss. COUNTY OF St On this - day of l V a 2005,before me,the undersigned, a Notary Public in and for the State, of Washington, duly commissioned and sworn personally appeared Lt-n,I y,0 _ known to me to be the. )', reiv of KING COUNTY FIRE PROTECTION DISTRICT NO 37,E the Washington special purpose district thatecuted the foregoing instrument, and acknowledged the said instrument to be the free and voluntary act and deed of said district, for the purposes therein mentioned,and on oath stated that he/she was authorized to execute said instrument. I certify that I know or have satisfactory evidence that the person appearing before me and making this acknowledgment is the person whose true signature appears on this document. WITNESS my hand and official seal hereto affixed the day and year in the certificate above written. SE• T A. 4 // Signa Q' \u„ `9 OT6i• q A A 4 y are.-4 2 i, Print Name NOTARY PUBLIC in and for the State of i A G cry %, av` _ ` Washington,residing atn.K-f• . 9 ,7-29-o My commission expires -7-9 -'010\A hug\\\\\\ \ 1IIOpW\As -_ 5- FIRE MITIGATION AGREEMENT3 KC Viewpoint Short Plat L05P0013.doc Exhibit A Legal Description THE WEST 410 FEET OF THE SOUTH 660 FEET OF GOVERNMENT LOT 4, SECTION 5, TOWNSHIP 22 NORTH,RANGE 5 EAST,WILLAME 1"1'h MERIDIAN,IN KING COUNTY WASHINGTON 6- FIRE MITIGATION AGREEMENT3 Viewpoint Fire Mitigation Agreement 11-10-05-.doc 00.1y1/ P 0 D o T.r.. KingCounty r ..:.::.,,. ... Department of Development r- and Environmental Services Land Use Services Division r. ... , r. 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********'H**************Date Received by LUSD PROJECT NUMBER AND NAME IS NECESSARY FOR ALL DROP-OFFS Project No.:L-O P 0013 Project Name:• Vie,W/)th l' PI GI f SEP 1 4 2006 FROM:hn mr /U , 1 i1 c./ A-1 /16i d'l isW KC. D.D.E.S. Company Name/Contact Person Telephone No: (2-53) j 2 - 4 K Q TO: e hGI e Tib1 1 fs ADDITIONAL INFORMATION REQUESTED BY KING COUNTY STAFF (please print) Short Plat/Plats Please specify item(s)dropped-off: ea pies of roc . spa ce, plan/ 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: I 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/dries Drop-Off Cover Sheet—LUSD Only Ig-cvs-dropoff.pdf 11-03-2004 Page 1 of 1 Tibbits, Chad. From: Nguyen, Minh T[minh.t.nguyen@boeing.com] Sent: Monday, October 10, 2005 11:57 AM To: bbits C ad Subject: k., L05P0013-VIEWPOINT SUB©IVISION;T'' Dear Mr. Tibbits: We, James Lanphere and Minh T. Nguygn live at 19414 .99th Place South, Renton, WA 98055. Our home happens to be West of the sllubdivision mentioned above and our home has lower altitude comparing to the subdivision. We are very concerned that when this development of the subdivision is done, our yard and our home will take the surface water running into , our property. So'far, we do not have any water problem in our yard or our home. We do see that the 'subdivision has Track with 130 ft by more than 70 ft for drainage. However, water flows from high poin to lower point, is there a special design done to ensure all the surface water from Lot 1 and all the lots above will not run into my property? Currently, there is no fence between our property and the subdivision. Will the developer put in the wooden fence td enclose the new development? We live, where we are for over 18 years, and we don't have any crime problem. We also experienced tress passing very rarely, and we hope to keep it1that way. Some people we know live next to new development, and suffer .a lot of tress passing problems. Your help to have a sound design to control surface water and the environment, and preserve quality of life for people is greatly appreciated. Kleol ou, en Desk 253-6 7-0029 Fax 253-773-3027 i connexion by Boeing MAIN PILE COPY 1 , 1 KING COUNTY FIRE PROTECTION DISTRICT NO. #37 24611 11.6 =Avenue S.E. UM Kent,WA 98030 Phone: 253-856-4300 DIST 31 FIRE CHIEF COMMISSIONERS E C 11 V Jim Schneider TOM SAWYER 007T 0 4 2005. PAT RIORDAN:. BILL STEWART K.C, .D.D.E.Ss September 29,.'2005 Chad.Tibbits,.Project/Program Manager II King Co; DDES 900 Oaksdale Ave. SW MAIN FILE COPY . Renton, WA 98055-1219 Subject::Request for denial of approval of the VIEWPOINT Short Plat, an 18 lot plat,:file number L05P0013. located,South of SE 192hd Street between 99th Place South.and1.02nd Ave SE, parcel 0522059085. Dear Chad, The Washington State Legislature originally established fire-districts to serve rural un-incorporated areas throughout the State..This was the case• i-hen Fire District 37 was established but now, the District is. almost entirely within the Urban Growth boundaries of King County. The urbanization'of our District and the increased demand for service has overwhelmed our ability to meet response time standards. On December 13th, 2004 Commissioners of Fire District 37 passed Resolution #317, a Growth Management Policy, opposing any development within the District that the District does not have. facilities, equipment or personnel to properly. protect. We do not have the needed resources to protect this-proposed development and oppose its construction at this point in time.. As outlined in the District's Capital Facility Plan, a new fire station is in the process of being built,at approximately 17820 SE 256th Street to help-bring emergency response concurrent with area growth. In addition to the new station on SE 256th,.Fire District 37 has:identified the need for an additional station to provide the needed effective response forces required to deal with fire and life safety emergencies. Section III, C-2 of King County's."County Wide Planning Policies" states: "Development in the Urban promoteAreawillbephased:to efficient Lipp of the land, add certainty to infrastructure planning, and to ensure that urban services can be provided to urban development. Fire District 37 supports this policy. Chapter 58.17 RCW, (Plats, Subdivisions and Dedications), conditions approval of both subdivisions and short subdivisions upon the existence of appropriate provisions for public health, safety, and general welfare (58.1.7.11.0 RCW). This letter provides written findings as required in.58..17.060 RCW,that the provisions for public health safety and general welfare in regards to the fire and rescue services provided by Fire District 37, have not been met. For the reasons stated:above; ire:District 37 opposes7" s ss F' this proposed development agd aksjKing County to deny final plat approval of this application unless adequate mitigation is provided; 3 , 4rt. To support public-safety concurrency, and to make appropriate provisions.for fire and life.safety,Ltlie: U, following options are available to the developer:o. INTERNATIONALLY ACCREDITED FIRE AGENCY MAIN EILLC ti41,rernatiot°. f 1. Delay construction until such time lias Fire District 37 can provide resources, equipment and personnel to produce acceptable response times for both a first response and an "effective response force" or; 2. The applicant can exercise the voluntary agreement:provisions of RCW 82.02.020.and voluntarily enter into a contractual agreement with Fire District 37 that outlines a Level of Service (LOS)fee. that will pay a proportionate share of needed fire,and emergency medical resource Costs:This LOS fee is updated twice each year, currently the amount is $672.00 (May.2005 policy revision) per dwelling unit. The applicant wi,l be responsible for payment of the most recent fee in effect at the time the contract is signed with Fire District 37 and; a. The applicant must also comply with the 2003 International Fire Code as adopted and amended by King County. If automatic sprinklers are.required because of fire code requirements outside of these mitigation provisions; a reduced:Emergency Medical • Services.(EMS) fee of'70°/ ($470.40) of the full LOS fee will be required for each structure or; 3. The applicant can agree to install automatic fire sprinkler systems in all proposed:buildings except utility buildings, sheds, and non-attached outbuildings as approved by the Fire Marshal and; a: The.applicant•must exercise the voluntary agreement provisions of RCW 82.02.020 and enter into a contractual agreement with Fire District 37 that outlines a mitigation fee that will pay a proportionate share of needed EMS resource costs: This fee amount is currently 70% ($470.40) of full mitigation per dwelling unit. Fire District 37's Level of Service Contribution (LOSC) Policy provides the bases for the options listed above. It is attached to this.document. Please have the proponent contact me directly for more detail on the contract process with District 37: Thank you for your,support,in these important provisions for public safety. Sincerely, Larry.Rabel . . . Captain / Liaison Kent/ Fire District 37 Fire Department 253-856-4446 cc Jim.Schneider, Fire Chief District 37 Board of Commissioners Linda Mock,:Fire District Secretary Jon Napier, Division Chief. Jim.Rankin, Fire Marshal, King County Joe Miles, Division Director,King iCounty Land Use Services 0 Bruce Whittaker, Engineer III, King.County,DDES File L05P0013 Enc: Exhibit A RCW 82:02.020 Summary Resolution.#317'& District:#37'Growth Management Policy Resolution #318 & District#37 Level of Service Contribution Policy District#37:Capital Facility Plan EXHIBIT A RCW 82.02.020 provides as follows: Except as provided in RCW 82.02.050 through 82.02.090, no county, city, town, or other municipal corporation shall-impose any tax, fee, or charge, either. direct or indirect, on. the construction or reconstruction of residential buildings, commercial buildings, industrial buildings, or on any other building or building space or appurtenance thereto, or on the development, subdivision, classification, or reclassification of land. However, this section does not preclude dedications.of land or easements within the proposed development or plat which. the county, city, town, or other municipal corporation can demonstrate are reasonably necessary as a direct result of the proposed development or plat'to.which the dedication of land or easement is to apply. This section does not prohibit voluntary agreements with counties, cities, towns, or other' municipal corporations that allow a payment in lieu of a dedication of land or to mitigate a direct impact that has been identified as a consequence of a proposed development, subdivision, or plat..... Any such voluntary agreement is subject to the following provisions: (emphasis added) 1) The payment shall be held in a 'reserve account and may only be expended to fund a capital improvement agreed upon by the parties to mitigate the identified, direct impact; 2) The payment shall be expended in all cases within five years of collection; and 0 3) Any payment not so expended shall be refunded with interest at the rate applied to judgments to the property owners of record at the time of the refund; however, if the payment is not expended within five years due to delay attributable to the developer,the payment shall be refunded without interest. No county, city, town, or other municipal corporation shall require any payment as part of such a voluntary agreement which the county, icity, town, or other municipal corporation cannot establish is reasonably necessary as a direct result of the proposed development or plat. Nothing in this section prohibits cities, towns, counties,.or other 'municipal corporations from collecting reasonable fees from an applicant for a permit or other governmental approval to cover the cost to the city, town,.county, or other municipal corporation of processing applications, inspecting.and reviewing plans, or preparing detailed statements required by chapter 43.21C RCW. II KING COUNTY FIRE PROTECTION DISTRICT NO. #37 24611 116th-Avenue S.E. Kent, WA 98030 Phone: 253-856-4300 DIST"31 FIRE CHIEF Jim Schneider COMMISSIONERS TOM SAWYER PAT RIORDAN BILL STEWART RESOLUTION #317. A RESOLUTION ADOPTING THE GROWTH MANAGEMENT POLICY WHEREAS, new development and growth within the District creates an additional burden on the District's:existing infrastructure,and WHEREAS, the District has identified the need for additional stations, equipment; personnel and ,. training to meet the increased demands created by new developments, to maintain a reasonable response time for the protection of life and property from fire, rescue and medical incidents and.to meet the increased service demands resulting from growth; and WHEREAS,the.District has identified in the Growth Management Policy their desired Level of Service Standard; and WHEREAS, in most areas of the District the District is not presently able to provide developments an .acceptable service level due to the inability to fund the needed facilities and equipment due to inadequate:resources in the District's current financial resources and. anticipated revenues. NOW THEREFORE BE IT.RESOLVER by the Board of Fire Commissioners of King County Fire Protection District#37 that the Growtb Management Policy be adopted and that based upon the Growth Management Policy that the Commissioners of the District oppose any additional. residential, commercial:or industrial development within the District boundaries until the District : can satisfy the need for equipment, station facilities and personnel to support the:required level of service. Adopted by the Board of Commissioners of King County.Fire Protection District#37, King County Washington, at a regular open public meeting of such Board on the 13 day of December, 2004, the following Commissioners being present and voting: Tom Sawyer Chairman/Commissioner Pat Riordan Commissioner Linda Mock. Bill Stewart. Secretary Commissioner U:\District\LOSC Fees\SEPA_Comments\SEPAsupportPolicies.doe Created on 7/22/2005 3:06 PM Last printed 9/30/2005 1:43 PM 1 KING COUNTY FIRE PROTECTION DISTRICT NO. 37 GROWTH MANAGEMENT POLICY New development and growth within, the District create an additional burden on the District's existing infrastructure. The District has identified the need for additional stations, equipment, personnel and 'training to meet the increased' demands, created by new developments, to maintain a reasonable response time fb r the protection of life and property from fire, rescue and medical incidents and to meet the increased service demands resulting from growth. Level of Service Standard Increased demands for service causes by new development has a direct impact to the level of service provided to:citizens of the District. LOng response times reduce the chance of survival of min breathing patients and increase risk of additional injury to people in need of medical assistance. In addition, long response times allow unrestrained fire growth which increases the intensity of fire which increases the risk of fire spread and reduces the chance of survival in burning structUres. There are two distinct measures of response time. The first measure is the time l it takes for the first or "initial" arriving unit to arri're on scene. The second measure is,the time it takes tO assemble an effective response fOrce. An Initial Arriving unit consists of the first dispatched fire department unit reaching the cene. This first arriving unit can on its own, effectively deal with some requests for medical assistance. Initial arriming units can also begin critical tasks essential to dealing with more demanding request S for assistance which require an effective response force. Effective Response Force (ERF) is defined as those resources, personnel and equipment necessary to conduct successful operations and complete critical tasks on an emergency scene. The size and complexity of an ERF is dependent-upon the type.and severity of the The District defines reasonable response time for an initial arriving unit as seven (7) minutes 80% of the time. This seven minute response time begins when a citizen calls 911 and includes a I dispatch time of 1 minute, turnout time of 1 minute, and a response or drive time of 5 minutes as diagramed in figure 1.. Dispatch time is the elapsed time it takes from:the time a 911 call is received by : the 911 center until they can take action to request or "dispatch" appropriate units to the prbblem. Turnout time is crew reaction time or the time it takes fire department crew members to suspend other activities, don appropriate personal protective clothing, U:\District\LOSC FeeS\SEeA_Connments\SEPAsupporiPolicies.doc Created on 7/22/2005 3:06 PM Last printed 9/30/2005 1:43 PM 2 confirm the location of the event, board and start the apparatus and begin to roll wheels to the incident. Figure 1 Response Time : Initial Arriving Kent Engine Company 1 Caller Valley Valley rFrst 111 First dials Com Coln arriving, arriving 911 Receives notifies resou I Peso call Kent Fire enr arrives Dispatch Turnout Response Time: Time: Time: Ti rite minute F r ..tes 60 secoras: :60 seconds? The District's LOS for an Effective Response Force is ten (10) minutes 80% if the time. The components of the Effective Response Force are shown in the Figure 2 below. Figure 2 Response Time : Kent's Effective Response Force 2 Caller Valley \ Valley First Last dials Corn Coin arriving Alarm 911 Receives notifies resource Resource 0311 Kent Fire lb enroutill Arrives Dispatch Turnout Response Time: Time: Time: I minute minute 13 -n^ to 60 seconds) i60 seconds)600 secor Placement of additional fire stations and/or additional staffed units is the most effective way to reduce response times. The District has identified the need for in depth analysis of managing response time and has identified the Kent Fire Department "Standards of Coverage" document as the District's policy for response time and service delivery standards. U:\District\LOSC Fees\SEPA_Comments\SEPAsupportPolicies.doc Created on 7/22/2005 3:06 PM Last printed 9/30/2005 1:43 PM 3 Current Situation In most areas of the District the District is not presently able.to provide.:developments an acceptable service level because of inadequate resources: With its .current financial resources and anticipated revenues,the District Icannot fund the needed facilities and equipment and also provide for the costs of the operation and maintenance of the District. .Since developments and structures may be.built, in the very:near future, it is essential that the District:have adequate financial resources to meet the needs.toI provide the required services. The Board of Commissioners:of the District has determined that it is not in the public interest of : . the residents and property owners the District that developments be: permitted to occur unless adequate fire and life safety facilities, equipment and personnel are provided.' While the Board is .not opposed_ to development and cannot directly control development,' because .of. the public safety concerns expressed in the 'above 'paragraphs,, .the. Board. of Commissioners of the District is .adopting the .policy to oppose any additional residential, commercial or industrial :development within :the District .boundaries until the District can satisfy the need for equipment, statioi facilities arid personnel to support the required level of service. The District'reniains available.to work with developers and builders to resolve the financial and service problems as they arise. Adopted at a regular meeting of the B•and of Commissioners on December 13, 2004. U:\District\LOSC Fees\SEPA_Comments\SEPAsupportPalicies.doc Created on 7/22/2005 3:06 PM Last printed 9/30/2005 1:43 PM 4 : L. i r..„,, KING COUNTY FIRE PROTECTION DISTRICT NO. #37 H 24611 116thAvenue S.E. i ..il,' Kent,WA.98030 ice N Phone: 253-856-4300 DIST FIRE.CHIEF Jim Schneider COMMISSIONERS TOM SAWYER PAT RIORDAN . . BILL STEWART RESOLUTION #318 A RESOLUTION ADOPTING THE LEVEL OF SERVICE CONTRIBUTION POLICY WHEREAS, Fire District 37 has.an adopted level of service policies and response standards; and WHEREAS,the District cannot meet the current level of service standard in the District; and WHEREAS; new development is quickly eliminating the capacity of the :District's response resources even further; and WHEREAS,.Placement of additional fire stations and/or additional staffed units is the most effective way to reduce response times;.and WHEREAS, the District cannot fund t e needed facilities and equipment and also provide for the costs of the operation and maintenance of the District; and WHEREAS,the Board of Commissioners of the District have determined that it is not in the public interest of the residents and prgperty owners,of the District that developments be. permitted to occur unless adequate fire and life safety facilities, equipment and personnel are provided; and WHEREAS; the Board of Commissioners of the District have adopted a policy to oppose any additional residential, commercial o f industrial development within the District boundaries until the District can satisfy the need for equipment, station facilities and personnel to support the required level of service; and WHEREAS, the Board of Commissioners of the District are not opposed to:development and desires to work with developers to assure fire and life safety facilities, equipment and personnel remain concurrent with-development;i and WHEREAS, the Board of Commissioners of the District desires to provide developers methods to satisfy the environmental impacts off their proposed developments on public safety. U:\District\LOSC Fees\SEPA Comments\SEPAsupportPolicies.dpc Created on 7/22/2005 3:06 PM Last printed 9/30/2005 1:43 PM' 5 NOW, THEREFORE BEFIT RESOLVED by the Board of Commissioners.of King County Fire. District 37, do resolve as follows: Section I The above recitals are found to be true and correct. Section II'The Board of Commissioners.of the District hereby Adoptsts.the Level of Service . . Contribution Policy which is attached hereto to as a policy of the District. Section 'III The Board of Commissioners of the District hereby.adopts. the Level of Service Contribution Policy as a SEPA policy. Section IV The Board of Commissioners of the District directs .the staff and administration.to utilize this policy 9.s a guidance in resolving SEPA impacts to fire and life safety. However, should staff reviewing a project determine that there are specific attributes of the project that make this policy inadequate or unworkable, then the staff is authorized to require additional studies and/or en'ironmental review and:to offer additional options to the developer that may fall outside the scope of this policy. Adopted by the Board of Commissioners of King County Fire Protection District #37, King County Washington, at a regular ope 1 public meeting of such Board on the 14.day of February 2005;the following Commissioners being.present and voting. Tom,Sawyer Chairman/Commissioner: Pat Riordan Commissioner Bill Stewart Commissioner Margaret Martin Secretary U:\District\LOSC Fees\SEPA Comments\SEPAsupportPolicies.doc Created on 7/22/2005 3:06 PM Last printed 9/30/2005 1:43 PM • 6 KING COUNTY FIRE PROTECTION DISTRICT NO. #37 Wu tri..._ ' # 24611 116thAvenue S:E.. r i\Kent,WA.98030 Phone: 253-856=4300 IIM ( --0--,,,I. ) Dmom FIRE CHIEF Jim Schneider COMMISSIONERS TOM SAWYER . PAT RIORDAN BILL STEWART Level of Service Contribution (L.O.S.C.): Policy This policy as prepared shall constitute a S.E.P.A. policy as adopted by the Board of Commissioners of King County Fire District 37. 1. Basic Premise. Fire department response times have two primary measures. First is.the, Initial Arriving Unit and next is.the Effective Response Force. An. Initial Arriving Unit can begin to render aid or provide other necessary tasks as a component of the Effective Response Force but cannot resolve the incident alone. The Effective Response Force is made up of fire department units responding from other areas of the fire department. An Effective Response Force for a structure fire may require six'or more fire department units:The additional units must respond from much greater distances than the.Initial : Arriving Unit..Response times offire apparatus to areas located nearby existing fire stations when that apparatus is responding from its assigned fire station, continue to be adequate, while the more outlyi g areas suffer from :slower response times. As the District continues to develop, service delivery capacity is consumed. Fire apparatus trying to meet demand for service, re pond from call site to call site, instead of their assigned fire stations requiring additional) capacity to be provided. A property near an existing station already has the benefit of proximity to,the station,but because of the districts high number of simultaneous calls aril d need.for an Effective Response Force, would benefit from increased service capacity. A property farther.from an existing station will benefit both from expanded service capacity and from construction of a closer fire.station. 2. Universal Contributions. The basic premise described above supports universal contributions regardless of geographic location. Those developing property close to an existing fire.station should contribute to a fire level of service mitigation fund because. they are using capacity that would otherwise serve more distant development. As close- in properties develop, they.restrict.the capacity of the fire department to answer calls in a timely manner for those properties farther out, and thereby create the need for additional fire stations.:Those developments in more outlying areas should contribute to a fire level of service mitigation fundd because the capacity of the fire response system must be increased to serve the development as they are built out. Also,.new stations close to remote areas will relieve the burden on the existing system, reduce simultaneous alarms and improve response times to properties near existing stations. 3. Assumptions, Components and Categories. U:\District\LOSC Fees\SEPA_Comments\SEPAsupportP licies,doc Created on 7/22/2005 3:06 PM Last printed 9/30/2005 1:43 PM 7 ti a. Boundaries: As a point of reference, the District boundaries at time of adoption.of this policy shall be used as a determinant or benchmark as to the extent of capacity of service according to.the District's adopted response time standards. This policy may be applied to one or more defined areas of the District. b. Property Categories: Properties are grouped by three basic:categories. residential,.commercial Ind:non-property. Commercial property shall be:those property uses that would otherwise be classified as industrial, business, retail: sales and services, wholesale sales and storage. Residential properties are broken down.by Equivalent Residential Units :(E.R.U's) (see appendix D) Non- property includes public p roperties such as highways or government facilities. c: Capital Improvements:.The Districts Capital Improvement Plan has.identified the need for two additional fie stations. See Appendix A d. Fire Department Service Levels: Demand for fire department service.to the property categories identified in section.3b above, shall be used as.a customer classification in which to measure the extent of service provided for both Fire and EMS Aid responses and to determine that portion of capital expenditures and improvements to be used as a base line for determining contributions. (see appendix B) 4. Construction Equipment and Staffing Costs (C.E.S.). The projected costs.of needed Capital Expenditures and improi ements will be the basis for determining the construction equipment and staffing costs (C.E.S.) to be used in calculating the level of service contribution. (see appendix A) 5. Existing Property Use'Data. District staff's calculations of existing dwelling units and their estimation:of square-footage of existing commercially developed properties will be used in the respective formulas as constants: King County Assessors records will serve as the data source. (see appendix C) 6. Review and.adjustment. Bi-annually the C.E.S. and fire department service levels by category will be reviewed to determine the validity of the calculations and an adjustment if necessary will be made through the adoption process. Proposed revisions shall be forwarded to the Chief in the form of an internal memo. (see appendix F) 7. Methodology Application: New projects when proposed and upon preliminary application shall have their levej of service contribution determined and appropriate amount calculated by applying the respective Methodology. a. Commercial properties level of service contribution (LOSC) formula: i. LOSC = (Propose.d Gross Sd. Footage x (16% of C.E.S) ' ' ' . Total existing Commercial square footage) b. Residential properties level of service contribution (LOSC) formula: I. LOSC = (Proposed dwellina units) x (64% of C.E.S) ' Total existing dwelling units) U:\District\LOSC Fees\SEPA_Comments\SEPAsupportPolicies.doc Created on 7/22/2005 3:06 PM Last printed 9/30/2005 1:43 PM 8 Examples of how these formulas are to be applied are found in Appendix E. 8. LOSC Fee Reduction: Where automatic fire sprinklers are installed in residential occupancies, a reduced fee eq I al to 70% of the LOSC is allowed and will serve to. mitigate the costs of needed EMS and Aid resources. 9: "Fee Payment Policy: PayMeni of the Level of Service Contribution will:be subject to a contractual commitment by the developer to the District. Level,of Service Contribution amounts shall be based on the'adopted formulas. Timing of payments may be negotiated to minimize impacts on the developer but in all cases,.payment shall be received prior,to sale or occupancy of the structbre.. All contributions collected shall be held by the District in a reserve account used to fund the District's Capital Improvement Plan. District staff shall use the following as guidelines for negotiating payment schedules. a. Residential:;Collection 9f all residential L.O:S amounts should occur at time of final platting: In.extenuatng circumstances the following options may be used. is L.O.S. contributions for developments of 1 to 10 units should be:collected at time of final plat.: L.O.S. contributions for developments of 11 to 49 units should be at least 50% collected at time of final plat with the balance collected no later than the time when on half of the proposed units are ready for occupancy. If a developer desires, monthly payments may be made that are timed with occupancy of unit . iii.. L.O.S. contributions for developments of 50 or more units should be 33% collected at time of final plat and monthly payments should be made to the District by the de eloper in an amount equal to the number of units ready. for occupancy each month times the L.O.S. fee per residential unit: b. Commercial: Collection of all commercial.L.O.S amounts should occur at time of final.platting or prior to s art of construction. In extenuating circumstances the following options may be used. is L.O.S. contributions for commercial developments up to 50,000 square.feet should be collected at time of final platting or prior to start of construction.' ii. .L.O.S. contributions for commercial developments of 50,001 or more square feet should be at least 50% collected at time of final platting or prior to start of construction with the balance due prior to occupancy.. 10.District Participation:.There is currently an identified need.for.additional fire and life., safety.services in the District. King County Fire District#37 will:share in the expense of. needed resources in the following manner: a: Under this formula; the District will be directly responsible for the cost of "non- property calls and assumes at least 20 % of C.E.S. costs: U:\District\LOSC Fees\SEPA Comments\SEPAsupportPolicies.doc Created on 7/22/2005 3:06 PM Last printed 9/30/2005 1:43 PM, 9 b. This policy divides costs',across all, residential units. The District through.tax revenue will contribute that share of costs that are assigned to existing housing stock. c. This policy divides costs across all commercial square footage. The District, through tax revenue will contribute that share of costs that are assigned to existing commercial square footage. d. The District will contribute shortages as a result of loss of, or default on collections of L.O.S. contributions. e. Estimates are never fully realized from development and the District will need.to supplement shortages. f. The District will contribute the actual construction and other costs exceeding original estimates. g. Payment of unanticipated costs h. Advancing funds for the frolect before total collection of L.O.S. contributions. i. Management of the Level of Service contribution system: j. Fully funding staff costs after the three-year tax lag period. U:\District\LOSC Fees\SEPA Comments\SEPAsupportPolicies.doc Created on 7/22/2005 3:06 PM Last printed 9/30/2005 1:43 PM, 10 Appendix.— A Capital Improvement Costs The following costs are based on an internal District memorandum dated May 19th 2005. These costs represent the construction, equipping and interim staffing (C.E.S.) oftwo new fire stations as identified in the Districts Capital Facility Plan. The two new stations will be assigned the designators of 78 and 79. Station 78 will be located in the 17900 block of SE 256th and Station 79 will be located.on 104th Ave SE near the 21600 block. Need for station 78 is also identified in the Districts.Standard of Cover Document and the City of Covington's Comprehensive Plan. Construction: Station 78 7,063,934.00 Station 79 '2,602,909.00 Equipment: 2 Front line Engines (one for each station)equipped to respond @ $650,000 depreciated over 10 years = $130,000 per year x 3 year delay in tax collection =390,000 2'.Reserve.Engines (one for each station)equipped to respond @ $650,000'depreciated over 20 years.=$65,000 X . 3 years =195,000 Staffing: Costs for additional fire fighters to staff new fire station 78 and 79 to the minimum level for,3 years. Three years is used because it takes three years before new construction is added to tax roles and revenues reach the District. 24 Fire Fighters: 8 Captains (four at each station)@$109,485= $875,880'x 3 years = 2,627,640 1:6 Firefighters (eight at each station) @ $98,839 =$1,581,424 x 3 years =4,744,272 C. E. S. Total Costs: = 17,623,755.00 U:\District\LOSC Fees\SEPA_Comments\SEPAsupportPolicies.doc Created on 7/22/2005 3:06 PM Last printed 9/30/2005 1:43 PM 1 1 Appendix — B Fire District 37 calls for service by property type (2000-2004) Calls to non property locations (mostly car accidents) 20.08% or 3662 calls Calls to commercial. property 15.63% or 2850 calls Calls to residential property 64.28% or 11,721 calls . . The total number of calls = 100% . 18,233 U:\District\LOSC•Fees\SEPA_Comments\SEP supportPolicies.doe Created on 7/22/2005 3:06 PM Last printed 12 9/30/2005 1:43 PM Appendix C Housing and Commercial Space Data as of October 2004: Covington: Covington Residential Units = 5,509. Covington Commercial Space = 2,702,156 sq' Unincorporated Di trict Area: Unincorporated District Residential Units = 11,356 Unincorporated District Commercial Space = 1,360,624 sq' Total District Data: Residential Units= 16,865 Commercial Space = 4,062,780 sq' U:\District\LOSC Fees\SEPA_Comments\SEP supportPolicies.doc Created on 7/22/2005 3:06 PM Last printed 13 9/30/2005,1:43 PM Appendix - D Equivalent Residential Units (E,R.U,'s) Definition: Dwelling unit: "Dwell!rig unit" means one or.more rooms:designed for occupancy by a person or.family for living and sleeping purposes, containing kitchen facilities and rooms.with internal accessibility, for use solely by the dwelling's occupants; dwelling units include but are not imited to bachelor, efficiency and studio apartments; factory-built housing and mobile omen. Level of Service Contributions are should be paid at the following percentages.. Single Family Homes*. = 1 ERU contribution is 100% of,the Residential L.Q.S.' rate. Attached Units: 3 Bedroom = 100% of SF Rate 2 Bedroom 75% of SF Rate. 1 .Bedroo 65% of SF Rate Single family homes of 3,600 feet o larger(including garage space)may require a higher L.O.S. contribution: U:\District\LOSC Fees\SEPA_Comments\SEPAsupportPoiiicies.doc Created on 7/22/2005 3:06 PM:Last printed 14 9/30/20051:43.PM Appendix - E EXAMPLE APPLICATIONS OF LEVEL OF SERVICE FORMULAS Example 1. Proposal to build one Ingle family home using the entire District residential stock. L.O.S. Contribution = Nu ber of homes X (64.28% of CES) Total number of homes L.O.S. Contribution = 1 X (.6428 of$17,623,755) _ $11,328,549 16,865 L.O.S. Contribution= : 1 X $11,328,549. 16,865 . L.O.S. Contribution = 67 Example 2: Proposal to develop 1 ' 0,000 square foot retail space in the District using the entire district commercial stock. L.O.S. Contribution = Square footage of proposed.space X(15.63% of CES) Total existing square footage in.District L.O.S. Contribution = 1.00„000 X (.1563 X 17,623,755) =_2,754,593. 4,062,780 L.O.S. Contribution= 100,000 X 2,754,593 4,062,780 L.O.S. Contribution = 67,800.70 L.O.S Contribution = 0.678 per square foot of proposed commercial space 1 Appendix — F To: Chief Jim Schneider From: Captain Larry Rabel Community Liaison CC: Division Chief,Jon Napier Date: May 19, 2005 Re: Updated Capital Facilities needs, CES costs, and Level of Service Contributions As we have previously discussed, our June update of the Districts Level of Service Policy will include the capital imprlovement of Station 79 to be located on the Benson Road corridor at approximately SE 216th Street. Cost estimates for this station will follow the Station 78 updates and will b I based on our current knowledge of cost estimates for Station 78: All costs shown below will be incoirporated into the Districts Level of Service:Policy for the bi-annual update scheduled for June 1st 2005 Construction Item • Cost Bases Land Purchase 4.3acres 1,486,444.00 based on actual cost) Architect 290,000.00 based on current contract) Engineering 72,000.00 Permits/Inspections 60,000.00 Water/sewer fees 185,000.00 Professional Project Management 150,000.00 based on current contract) Hard Construction Costs 3,200.000.00 (based on 2005 Architect quotes of 200.00 per square foot x station size' of 16,000 square feet) Soft Costs (Fixtures,furnishings, 390,000.00 based on St.77 plus 4%per year communications, etc.) 2002 to 2008 for approximately 24% increase) Contingencies (10%of station' 434,700.00 based on$4,347,000.00) costs less land cost) Taxable Sub Total 4,781,700.00 Excludes land costs Sales Tax 420,790.00 based on$4,781,700 x 8.8% excludes land costs.) Internal Project Management 375,000.00 3 years Day Shift FTE, and overhead) Total Station 78 Cost 7,063,934.00 Revised from 1/05#of$6,711,532 U:\District\LOSC Fees\SEPA_Comments\SEPAsupportPolicies.doc Created on 7/22/2005 3:06 PM Last printed 16 9/30/2005 1:43 PM Equipment Revised from 7 and 14 year time frame used previously I Front line Engine equipped to respond @ $650,000 depreciated over 10 years = $65,000 per . • ' • year x 3 year delay in tax collection = 195,000, 1 Reserve Engine equipped to respond @ $650,000 depreciated over 20 years = $32,500 per year x 3 year delay in:tax collection =97,500.- Total equipment cost = 292,500 Staffing Based on a three-person engine company 12 FTE's per year..(4 Captains &8 FF with.10 years longevity&benefits) 4 Captains @ $109,485= $437,934:x 3 years = 1,313,832 8 Firefighters @.$98,839 = $790,712.x 3 years = 2,372,136. Total Construction, Equip. and-Staffing (CES) Cost for St 78 = 11,042,402.00 U:\District\LOSC Fees\SEPA_Comments\SEPAsupportPolicies.doc Created on 7/22/2005 3:06 PM Last.printed 7 9/30/2005 1:43 PM j The following is an estimate of costs for proposed Station 79 Construction Item Cost Bases . Land Purchase 1.11 acres 436,000.00 (based on estimated cost of$9.00 per square foot.48,439 x$9.00= 436,000) Architect .109,000.00 based on current contract rates) Engineering 60,000.00 Permits/Inspections 25,000.00 Water/sewer fees 185,000.00 Professional Project Management 75,000.00 based on current contract rates) Hard Construction Costs 1,200.000.00 (based on 2005 Architect quotes of 200.00 per square foot x station size of 6,000 square feet) Soft Costs (Fixtures,furnishings, . 312,000.00 . (based on St.78 estimates less 20%. communications, etc.) for reduced footprint) Contingencies (10% of.station 196,600.00 based on$1,966,000.00) costs less land cost) Taxable Sub Total 2,162,600.00 Excludes land costs) Sales Tax 190,309.00 based on$2,162,600 x8.8% excludes land costs.) Internal Project Management 250,000.00 (Smaller station and prior prep will 2 years Day Shift FTE, and reduce project management time) overhead) Total Station 78 Cost: 2,602,909.00 . Equipment Revised from 7 and 14 year time frame used previously 1 Front line Engine equipped to respond @ $650,000 depreciated over 10 years = $65,000 per year x 3 year delay in tax collection = 195,000 1 Reserve Engine equipped to.respond @ $650,000 depreciated over 20 years = $32,500 per year x 3 year delay in tax collection = 97,500 Total equipment cost 292,500 Staffing Based on a three-person engine compan 12 FTE's per year. (4 Captains&8 FF wi h 10 years longevity& benefits) 4 Captains @ $109,485 = $437,934 x 3 years = 1,313,832 8 Firefighters @ $98,839 = $790,712;x 3 years = : . 2,372,136 Total Construction, Equip. and Staffing (CES) Cost for St 79 = $6,581,377.00 Full CES Costs for Station 78 11,042,402.00 Full CES Costs for Station.79 6,581,377.00 Total CES Costs 17,623,779.00: FIRE PREVEI\ITION.DOESN'T COST—IT PAYS f KING COUNTY FIRE PROTECTION DISTRICT NO. #37 11111' •is ''y, 24611.116th-Avenue.S.E. i e 3 Kent, WA 98030 Phone:253=856-4300 01ST::31 FIRE CHIEF Jim Schneider COMMISSIONERS TOM SAWYER': .. PAT:RIORDAN BILL STEWART Fire District 37 Capital Facility : Plan Description: Fire District 37:encompasses 29 squ e .miles and includes the City of Covington: Population.of' ' District 37 is approximately 50,000.. An interlocal agreement between the ity of Kent and Fire District 37 has provided fire response'. personnel to the District since 1974. . he combined fire department consists of 59 square mile : and is served by 7 fire stations with a inimum on duty staff of 26. Minimum in-service units consists of 6 fire engines, 1 ladder tru k,two aid cars and a command unit. The.King County Urban Growth boundaries span much of District 37 and as a result rapid growth is occurring through out these areas. This rapid growth has created increased deinand,for emergency services. Current Situation: Because of growth in areas that have been traditionally rural, emergency units now travel too.far out of their home areas to respond. Tliis excessive demand placed on existing facilities is forcing. the system into failure. LOS standards are being met less than 55% of the time. The District has identified the need for additional stations, equipment,personnel and training:to. meet the increased demands created by new developments, to maintain a reasonable response time for the protection of life and property from fire,rescue and medical incidents and to meet the increased service demands resulting from growth: Two (2)new fire stations are planned, Station 78, to be located at the intersection of SE 256 Street and 180 Avenue SE and Station 70, located on the Benson Corridor near SE 216 Street The new stations will provide response time improvement through out the district:by serving their immediate home area, supporting effective response forces throughout the District, and by allowing other units to stay in their home areas. . U:\District\LOSC Fees\SEPA_Comments\SEPAsu portPolicies.doc Created on 7/22/2005 3:06 PM Last printed 9/30/2005 1:43 1 9 PM The Board of Commissioners of the District has determined that it is not in the public interest Of the residents and property owners of the District that developments be permitted to occur unless adequate fire and life safety facilities, equipment and personnel are provided. Level of Service Standards: Fire District 37 has an adopted level of service which calls out a 7 minute response for a first. arriving emergency unit 80% of the time. Cost of Facilities; Construction and equipment cOsts for Station 78 and 79 are estimated at$13,000,000.00. Revenue Options and Forecasts: A levy lid lift was successfully passed in September of 2004 giving the District Board authority to restore the District Levy to the statiktory maximum of$1.50 per thousand dollars of assessed valuation. The previous levy had been at $1.29. This.increase in revenue will assist the District in setting aside reserve funding for capital 1 improvements. The capital reserve fund is estimated to be $5,2472,297.00 by 2008 leaving a$7,752;703.00 unfunded shortfall in construction anc equipment expenses. The District has surpluS property projected to be sold in 2005 that is estimated to produce approximately$750,000.00 which will still leave a Shortfall of$7,002703. Fire Districts are not currently eligible to collect facility impact fees under RCW 82.02. With current financial resources and anticipated revenues;the District cannot fund the needed facilities and equipment and also provide for the costs Of the operation and maintenance of the District RESERVE FUND/PROJECT FUND PROJECTED ESTIMATED REVENUES 2005 Beginning Fund Estimate 1,866,125 Estimated Revenue. 1,072;812 2006 Reserve Fund Levy.Amount 431,708 Project Fund(Lid Lift):LevyAmount 533,551 : 2007 Reserve Fund Levy Amount 470;650 Project Fund(Lid Lift)Levy Amount 286,781 2008 Reserve Fund Levy Amountl 585,670 4 Year Period-Estilmated Capital Revenue 5,247,297 U:\DiStrict\LOSC Fees\SEPA_Comnnents\SEPAsu portPolicies.doc Created on 7/22/2005 3:06 PM Last printed 9/30/2005 1:43 20 PM KING COUNTY DEPT.OF PMENTSTATEOFWASHINGTON, COUNTY OF KING }ENVIRONMENTALALNr AFFIDAVIT OF PUBLICATION SERVICES(DDES) 900 Oakesdale Ave SW, Renton,WA 98055-1219 PUBLIC NOTICE NOTICE OF LAND USE PERMIT APPLICATIONS Tom Meagher,being first duly sworn on oath that he is the Legal Advertising REQUEST:SHORT Representative of the SUBDIVISION File:L05S0041 Jovita Short Plat i Applicant:Michael Donahue,Bonney Kin CountyJournal Lk Enterprises g Location:Located at 35406 21st Ave SW,Federal Way. a daily newspaper, which newspaper is a legal newspaper of general Proposal:Subdivision of a 0.67-acre parcel into 3 residential lots circulation and is now and has been for more than six months prior to the date Project Manager: Angelica of publication hereinafter referred to, published in the English language Velasquez,206-296-7136 continuously as a daily newspaper in King County, Washington. The King RUBDEST:SHORT SUBDIVISION County Journal:has been approved as a Legal Newspaper by order of the File:L05S0043 Nguyen Short Plat Superior Court of the State of Washington for King County. Applicant: Cong & Stephanie Nguyen The notice in the exact form annexed was published in regular issues of the Location:Located at 12604 4th Ave King County Journal (and not in supplement form) which was regularly SW,Seattle Proposal:Subdivision of a 0.35-acre distributed to its subscribers during the below stated period. The annexed parcel into 2 residential lots in the R-6 notice,a zone. 71 Public Notice Project Planner: Fereshteh i— Dehkordi,206-296-7173 f'u 9 COMMENT PROCEDURES: DDES was published on September 22,2005. will issue a decision on these appli- C) p cations following a 21-day comment0periodendingonOctober24.2005. G The full-amount-ofthe-fee charged-for-said foregoing-publication-is-the-sum Written_comments__and additional information can be obtained by con- of$251.00. tatting the project manager at the Ottiiii/1tt/ •phone number listed above. L-B I` NOTICE OF PERMIT 9.••'•• 'Cj.e APPLICATIONOr' 110T.4 sb; Y O REQUEST:FORMAL Tom Meagher 1` SUBDIVISION EXP. 1 File: Lo5P0013-Viewpoidt Subdivi_. Legal Advertising Representative,King County Journal o t 04/28 2009 t ion Subscribed and sworn to me this 22nd day of September,2005. t''V. Applicant:Satwant Singh 1i ••"9jBLIC .••j 4, Location:Located near SE 192nd St 0 Q;••.....•• o64 102nd Ave SE,Renton ivide 5.99 acres1 llfttM110 Pepe Proposal: 18 reidential odts in the R-6 zone. Program Manager: Chad Tibbits, Jody . arton 206-296-7194 Notary Public for the State of Washington,Residing in Auburn,Washington COMMENT PROCEDURES: Com- ments on the above file are now being PO Number:accepted by King County DDES, at Cost of publishing this notice includes an affidavit surcharge. the address listed above Published in the King County Journal September 22,2005.#849461 Please send me notification of the public hearing and other official notices concerning this application. File No. L05P0013—Viewpoint Please print) Name: HA lZ f`' y AP P Address: l 1 Z Z 3 98 PLA-c h 5 cr . 12 /NT 1 .N, AJ A- Telephone No.: CZ `3) e - .`— 7¢ King County has received an application to develop property at the address listed above.You are receiving this notice-because-our-records-indicate-that-you-own-property within-approximately-500 feetof-theproposal PARTY OF RECORD Fcnt.cna._WA 9ao.55 tg as OCT 06er:f rtL0f/1j 5 7 0K,_A(V//76,07e qt7, 77,5. i_8_4,,17 ap savics 11 oiy3_1 73 yo 69 C/4-1,ftsag4z-f- 44(vA17:>----(. 1'''' .- 71v.S. ' 114' Ar s sif!!:i!!J!iI!!!!:i:!I:i!s::li!!i=1::!IJisi:!t=.1!:isf::!d: i i i if ii ifi f r+ # i WI i ill rrr r fit rr.ri ir. Department of i ii if Iis ni 1, I i i i i Development and Environmental Services y• ' S 1 V y OAK-DE-0100 r 4 900 Oakesdale Avenue Southwest N 4/ rKingCountyRenton,WA 98055 29 SEP f F y *:' z 1 0004356909 SEP 29 2005 11'=,is1f•a. MAILED FROM ZIP CODE 98055 r-i G ni G • 7941200130/L05P0013 i BERGAN GARY i i 10218 1ST AV SW c•,' • SEATTLE WA 98146 RE'TURN--T-O___,,s raDE NOT DEL XVCR k"•sLE •:-AS ADDRESSED--_ _ UNABLELE TO- 'FOK?WARO 8I: 57422rf litini,i)i1d„i,itliiidi ,1)„),1,,,Mi)i,),h,iduili,il On, 1111V). K.11 LIE 1 11 1 N t• • • :: CI) PM co co 01 OCT 2005 Nguyen, Minh T From: Nguyen, Minh T Sent: Thursday, October 13,2005 1:53 PM To: /chad.tibbits@metrokc.gov' Cc: jimminh@comcast.net' Subject:Surface water for L05P0013-Viewpoint Subdivision Hi, My husband and I live at 19414 99t Place South, Renton,WA 98055 , and our home is right at the bottom of the new Viewpoint subdivision. We are very concerred about surface water that may run into our yard and our home. We have friends who have surface water problem in heir neighborhoods, and some of them have to have dry wells to pump water away from their houses. We live at this location for more than 18 years and we never have water problem in our yard or our home. We notice that you have Track q with about 120 ft by 70 ft for drainage but I wonder if you have a specialdesigntomakewateroftheentirehillsidetogotothisdrainage. Otherwise,the water will go from high point to lower point and a lot of it will go to my yard;then water nay get into my home. Also I wonder if there will be a fence around the subdivision since my yard rarely had any tress passing from anyone; I hope to keep some of our quality of life after the-subdivision is put in.- Thank you for your consideration. Minh Nguyen Home: 253-854-8269 Desk 253-657-0029 Fax 253-773-3027 connexion by Boeing Lore, G h UMh W`UU Ali oil °F GpRO v..IN FILE COPY 1 FTe.se send me notification of the public hearing and other official notices concerning this application. File No. 105P0013—Viewpoint Please print) r oC LApName: 4 auv 6 N t ! I - J R e Address: 1,94 cter- /-C p(-S AEAriON v v 1 1 t 0 5'S Telephone No.: 8142, 6 -I /baij eke, 2,53_ 6S7-00 2,1 King County has received an application to develop property at the address listed above.You are receiving this notice because our records indicate that you own property within approximately 500 feet of the proposal PARTY OF RECORD _ ipctytL\ q,c IH P L S tl, E_- ) , N a • 25 OCT bEtlI.oP"ti 15 ryN Vim Nr'lPf (, Tq 4 VtQ (t_ s6Rv G6-S d s- l.fl. USE SGM1IGts b t/tSca , 40 ° o Pt K ES 1, f nl Ue 0 U (. S R J i° KbW 1 ci,$ o SS" -- l `L ci---, 0-' 6 eff,,„:,-, 2%v1,-,:r.--:•,v iii..24.47.: , ,, 0,,o. 1 ,,r,,,,,-/-1,47.1E ribirl=c,c? Igit, i.:,',104;1;41,., vsk,,,,,:.illi V` 1 el37 'V,.‘ '' 3' <^' 4 ' - -- '' 7" .0.4t ,iph,?::-.; ' 4, q 4'4L.14 V ,,—, ,,,,....44,..44..a.........TI' 4' 4 Activity: 1L05P0013 Location:INW 1/4,NW 1/4,SEC 5,TWN 22,N R5 E Status: 'PENDING APPLICANT:'SINGH,SATWANT Y ) Date. 107/05/2005 ' 7 Back stop 1-, o,„,-:---,,,*.-- r• ::;‘,,,,-,',., ow. r, 4'..--'-''; .'^: J.'"',:, 4t,„ 4 t , < ,- , ''' 4 7,- ',, • 4..''' ',, 1 1 • .--•<' •• Wite,. 9.*'.' e1aZif,,,K1',, 7,e,-,,,%'417),::i,.,,,, 1.',TT4tMe6V,*':,f4f,IFIP14t$'2.h4g1" ' : ' ' A''''3 4".'3': ° ‘?''' 4,4."' ' ,7' I 0 s 4.,aor,,.'*44,*.I3 7 Status: 1-PENDING 1.1...1 X Complete:110 .._;: I'',1/Pd4"` 11113 Elit lillii •-":,"*.fitit'4,;-1.:;% ""•• ' ', ,,ic, Plat Name:NIEWPOINT1 Naat Lots: 118 Descr:118 LOT PLAT OF VIEWPOINT ', , 1 . APPfild.on05,2005. 1' I Parcel No:105,2205-9085 7 - ',' Deemed Complete:paMT5sna 2i,k; ,-,,,,,,,..,,,,, -;,,,,, 1 Location,KW 1/4,NW 1/4,SEC 5,TWN 22,N R5 E Vestedil09_48120_05,_) City/Zip.I. I SEPA te/NIF SEPA TO: r , _ , 'o_i___-:,: Owner1SINGETRARCHADN ET AL Ig',„* ' I Report:1.—/—/— Appkant SINGEL SATWANT 1,;', : :A, , 772 Pen Meant*D—/—i Decision:L/J__ ' Planner:1CTIB Expires:1_4J Rev.-Engr,:f8WRI Recorded: Occupancy:JLi—i— Completel_/_4_ Acres: 1 5.99 Amount Paid:1470.311 : ' Balance Due:1iOO .Last Status Change:`10341 512005 Entered by:rTRIPLETTS- Develop:i f---. .. 1,1 .,.., ,:, ,,, Date Entered:102/0512005, 1 - t2tSiore'v.4.7.77'1------ , , lin, ,,,,frf,,,,,,,„,, -•• • ,, ,,,, .,,,,,,,m 10:41 AM,:ruCt•tkriX4316°54,4, fi41:PEN/T5 Plus.- i C2'4 - ',f-,. ' ,.-1 ., 41., If 0 .,*-- -1 lif.... _.... Monday,Oct 10,2005 10:41 AM I ,,Sill": J°HN W.DEMCO DEMCO LAW FIRM, P.S. Dm D'MELANIE A.LEARY MATTHEW F.DAVIS J.CASEY SCHERER LARs E.NESTE `* 5224 WILSON AVENUE SOUTH,SUITE 200 L'NAYIM SHUMAN-AUSTIN BRANDI L.P.DAMs SEATTLE,WASHINGTON 98118 206)723-2330 FAX(206)723-2332 www.demcolaw.com July 30, 2007 Chad Tibbits MAIN FILE COPY Dept. of Development&Environmental Services King County 900 Oakesdale Ave. SW Renton WA 98057-5212 Re: Your File No: SSA 'o.u,nss D Applicant:S atwantSinghPkg©EW 2007 Parcel No.: 05122059085 AUG Dear Mr. Tibbits: K.C. ORES- Thank you for talking with me by telephone last week. You will recall I represent Harchan Singh and his wife, grej Kaur, who together own property adjacent to the above referenced proposed project sit under the name of Kaur Limited Partnership. My clients reside at the property owned by Kaur Limited Partnership. In my office is'a "Deed of Dedication" (copy_enclosed) which bears the signature of Harchand Singh under date of April 25, 2007, along with the signature and seal of a Notary. I do not know whether the County has accepted it. It does not appear in public records. The validity of the"Deed of Dedication" is questionable on several grounds: 1) It was signed only by Harchand Singh, and not his wife, and without her knowledge Or authorization. 2) The purported notarization is fraudulent. Harchand Singh did not sign in the presence of a notary. Nor did the notary ask the signer to confirm his signature. 3) The document s ates, "The trite consideration for this conveyance is $.00. However,the actual consideration consists of, or includes, other property or value given or promised which is the whole consideration.", This statement makes no sense. Despite the second sentence, no consideration was given for Harchand Singh's signature on this document. 4) The legal description on the first page of the document does not match the legal description on E hibit"A". The legal description on the first page could not L. AI FILE Copy 4,3y a '" Kim Claussen/King County DDES July 30, 2007 Page 2 describe any existing parcel in that there are at least five words in it that are not dictionary wordsi or descriptions of any place, direction, or survey reference. In other words, there are five "nonsense"words. 5) The effect of this document was misrepresented to Harchand Singh. Likewise, we question the validity of the "Easement" purportedly signed by Harchand Singh and recorded under No. 20070426002711 (copy enclosed). It was not signed by Harchand Singh's wife, Angrej Kaur. The notarization is fraudulent in that Harchand Singh did not sign before a notary. It says "for and in consideration of conveys and grants creating an ambiguity as to whether or not there was consideration (in fact, none was given). In fact, this "Easement" document makes no sense at all in that the conveyance clause says conveys and grants rights to Satwant Singh, all interest in the following described real estate...". The effect of this document was also misrepresented to Harchand Singh. My clients are discussing with Mr. Singh a more appropriate grant that better reflects the intentions of the applicant as will as themselves. I would request that thel County put a hold on this project insofar as it may depend upon these two documents until both of my clients have the opportunity to review appropriate new documents that better reflect their intentions. Sincerely 711111, Phi p '. Mattern pmattern@demcolaw.corn Enclosures cc: client Z:\Kaur.Angrej\Singh\L073007 ptm king county.doc ten recorded return to: Satwant Singh 13306 SE 240`h Street• Kent WA 98042 , DEED OF DEDICATION FOR RIGHT OF WAY PURPOSES fitiR R Li A I i) PAS i hJl31 ifif does hereby dedicate to the public a perpetual right-of-way for street,road, and utility purposes on, over, across, under, along, and within the following described real roeWashington: propertyrh' in King County, THE EAST 30 FEET OF THE FOLLOWING DESCRIBED PROPERTY(SEE ATTACHMENTS): THE NORTHWEST QUARTER OF GOVERNMENT LOT4,SECTION 5,TOWNSHIP22 NORTH,RANGE 5 EAST,WILLAIviE1l;11.RRMERIDIAN,IN KING COUNTY,WASHINGTON; EXCEPT COUNTY-RODAS;AND EXCEPT THAT PORTION OF THE NORTHWEST QUARTER OF GOVERNMENT LOT 4,SECTION 5,TOWNSHIP 22NORTH,RANGE 5 EAST,WILL TTE MERIDIAN,IN KING COUNTY,WASHINGTON,LYING NORTH OF ANESTINGFENCE,DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON WEST LINE OF SAID NORTHWEST QUARTER 33.66 FEET SOUTH OF THENORTHWESTCORNERTHEREOF; THENCE SOUTH 00°22'25"WEST ALONG THE WEST LINE OF SAID NORTHWEST QUARTER 261.46 FEET TO SAIDEXISTINGFENCE; THENCE ALONG SAID FENCE SOUTH 88°28'15"EAST 215.76 FEET,SOUTH 88°47'51"EAST 299.07 FEET ANDSOUTH88°12'26"EAST AND EXTENSION THEREOF 139.20 FEET TO THE EAST LINE OF SAID NRTHWESTQUARTEROFGOVERNMENTTHENCENORTH00°30'18"EAST AL Q NG SAID EAST LINE 275.22 FEETOO THE SOUTH MARGIN OFSTREET; , , SOUTH 19211b THENCE NOTH 89°26'59"WEST ALONG SAID SOUTH MARGIN 103.19 FEET TO A POINT OF CURVE;THENCE WESTERLY ALONG SAID C RVE TO THE RIGHT,WITH A RADIUS OF 390.00 FEET FOR A DISTANCE OF153.82 FEET Tj0 THE NORTH LINE OF SAID GOVERNMENT LOT 4;THENCE NOTH 89°26'59"WEST AL NG SAID NORTH LINE 389.08 FEET;THENCE SOUTH 20°35'12"WEST 35.83FEETTOTHEPOINTOFBEGINNING. To have and to hold the above-described and dedicated rights unto the public forever for uses and purposes hereinabove stated. The grantors hereby covenant that they are the owner in fee simple and the property is free of all liens and encumbrances,theyhavegoodandlegalrighttogranttheirrightabove-described and they will pav all t es nd ss ents due and owing on theproperty._ The true consideration for this conveyance is$.00.However,the.actual consideration consists of, or includes,other property orvaluegivenorpromisedwhichisthewholeconsideration. When recorded return to: Satwant Singh 13306 SE 240th Street Kent WA 98042 IN S WHE F,I h unto s my hand on this S^ day of 471----,-P ,2006 a 6U7- ignatiire SignaturePrintedName: Akee .• 4 D. 11 Printed Name:. STATE OF WASHINGTON) ss. County of King) This int w Aknowl d bef_pine on( ate) '1 rL 2 290 6 a i y1,f by:(name of person(s)) 417/ c 0/a;- P,YA pq ril S Si atu 57 c y ..j My Commission Expires: N s S Accepted on behalf of King County this day of 20006 aNu , ` ,G4 Kin CountyY/lig{ Q{ WASµ;-. 1111 \ vp: EXHIBIT "A") THE EAST 30 FEET OF THE FOLLOWING i' RIBED PORTION OF LAND: THE NORTHWEST°LIMPER OF GOVERN/IT LOT 4, SECTION 5, TOWNSHIP-.22 NORTH,:RANGE 5 EAST, WILLAMETTE.MERIDIAN,IN KING COUNTY, WASHINGTON; EXCEPT COUNTY ROADS;AND EXCEPT THAT PORTION OF THE NORTHWEST QUARTER OF GOVERNMENT LOT 4, SECTION 5, TOWNSHIP 22 NORTH, RANGE 5.EAST,WILLAMETTE MERIDIAN; IN KING COUNTY, WASHINGTON, LYING NORTH OF AN EXISTING FENCE; DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE WEST LINE1 OF SAID NORTHWEST QUARTER 33.66 FEET SOUTH OF THE NORTHWEST CORNER THEREOF; THENCE SOUTH 00 2'25.VEST ALONG-HET WEST LINE OF SAID NORMEST QUAR71Eff 26E46 TEETTD AID-FXI371NC FENCE; THENCE ALONG SAID FENCE SOUTH 8828'15 EAST 215.76 FEET, SOUTH 88'47'51" EAST 299.07 FEET AND SOUTH 88'12'26` EASTANDEXTENSIONTHEREOF139.20 FEET TO THE EAST LINE OF SAID NORTHWEST QUARTER OF GOVERNMENT LOT 4; THENCE NORTH O0'3O'18` EAST ALONG SAID EAST LINE 275.22 FEET TO THE SOUTH MARGIN OF SOUTH 192ND STREET; THENCE NORTH 8926'59' WEST ALONG SAID SOUTH MARGIN 10319.FEET TO A POINT OF CURVE; THENCE WESTERLY ALONG SAID CURVE TO THE RIGHT, WTN A RADIUS OF 390.00 FEET FORA DISTANCE OF 153.82 FEET TO THE NORTHLINEOFSAIDGOVERNMENTLOT4; THENCE NORTH 89' -WEST'ALONG Y ''NORTH LINE38R08-FEET; THENCE SOUTH 20' 5'12' WEST 35.83 : TO THE POINT OF BEGINNING. JOB NO.:2004-239P DATE:4/19/2007 SHEET: 2 .OF-.2. t ' t EXHIBIT MAP,P i 31 32 t1192ND'ST. i • 6i I itg I z Laid I6 2 al 22' COL1d tVS I '`* 30 kid 19225 102ND AVE SE e I' .a T.L. NO. 052205-9077 o 14 a- 1'=200' r al I o 3 22' COums .. t ii t 30' u 3L__. _ _ X _ II_ SOUR/Lit, N.W. 1/4, GOVT. LOT 4, SEC. 5, T22N, RSE, W.M. JOB NO.:2004-..2. 9P DATE:47/9/2007 SHEET: 1 OF 2, II ul mi..ittettir.a•Address: i --4::-/ei.. i..956. .. 1111111111111111111111# •s. .::. ,......,,.„.,0 .20070426002711SINGHEAS35.00PAGE001. OF 004 • " - 04/28/2097.15:10KINGCOUNTY, WA, .::•::.. .;: .;I: ::' / ,..•''''': " y; ,;''..:,i .. ;$ Please print oviypiinfoiinatioi WASmINGTOXSITATVRECORDER'S Cover Sheet(am 65.04). Document"btle(g)•tor Onsagtions,cchitined theidin)::(alfreas applicable to your document.must be filled in) I• EC S 70:6411. %:.: 3. I ,''I :f' 1'''' J4..;•'. I. / I .::. ,, ...1' . .:.'' _.••••„;.... Reference Number(s)of'Doc' rt'',enOasOinFd.oi•releaikl: Additional reference#'s on page .-...df documentdocumenti..* .:. .*::::,. I f,. ,:%'. .;: :•:"1' i•• :! Grantor0:1,ast name;first nat71,initials) - •,.; -:::,........... .• ..• .,,,, 2.HA":e,G1-/A/t)• e .:. •,* ...„.... ;- 5 s' s• s i. s Additionil names on pate o1 document. V 5 i:• ,•': s' ::: I Grantee(s) (Last name first,then:first name and initials) S l Oa ht 2 6',4*:'-' '''...//ii)V 7'R I,/61/eel://04•fir.ffri cli 51.-4/39 'f•tt, •,:. k14 If , Additional names„tinfiage ..,'"-::•:: of document. Legal deicripti6n(abbreviated te..lot,blaii,plat or section,township,range) i,-.,..... • NIA) fl. M.,:. •et:41....C,-r./ oe,:::i, .:1,Y4 -41'4e'llY 627t 9 Additional legal is o page of docupent. I .;*.• ..:,.... IAssessor's Property Tax Parcel/A.06110 Number ::. .:;. 1::t4t,ssssor Tax#not yet assigned P5r-2 2-0 S7 at 0 7 7,....! .::: .:,... • TheTheAuditor/Recorder will rely on the informatiOn..prOriled On the trot. h staff will not read the document to verify the accuracy or completene4 of the indexing•Incforinatjon provided heralf:;i I am requesting an emergency nonstandard recording for An.adaitiohal0easpriividN,in RCW 36.18.010. I understand that the recording prodesiing:fequirenents:glay cover up or. otherwise obscure some part of the text of the original docuriieni. .:::. .:::.! .•::::::;::: .:'..."..,:. • s.,.. •N :.: :..' .,,' ...... 4-7 Signature:of... eqq9,041. g-Party• EXCISE TAX NOT REQUIRED _,''. ..-:. jr 1 IGn .ReaDivislok:... ...:. .:'' .:: il 4 /. •:'. q f Returrt-Address: Sal uoci-rd S) -1 _., zi_44i,c1 i a r-4....,/ e se. t— c.) i, .....- Easement /.: •-•-• •••••• - e. .1 g . _. • y F ...:* '•:.:. .•1; ..:: :r .,. i. zi• .j••::::. Reference4o.(if applicable):•::: .:'' „...?) ,,,.'.:s '..? Grantor(s) (1):-Kaur Limitediartiie hiii'',..?; • '1'..:, 4.:::;:..11 Grantee(s)(1):SatWiwt Singh Legal Description(abbieviated.)! /qua*of ativerlimel lot 4 Adds]legal on pg 2N Assessor's Property Tax Parce1/Ac4unt NA:052205.0077 r .::' A it* .... :: .-.• f ...-:. *:. . *•:•....': The Grantor,Harchand Singh for'Kam Litrifted.iartnirsliip,for and consideration of 4;1 ::: .,. ,f i; ;1consieys axd[grants rights to Satwant Singh,all interest in the following described real estate,situated the County of Icilig,Stat'''aznf Washington, including any after acquired title: 1. :. • ....* '':.7:. ........ '::::. ./ ,, y . 4:,..,. .„." i.: .:... ,......,..„,....„ ,,;.. 9) • C i: 1 :'.31 G l': or.... r .:..s ';: ;.:. GrantoP1 ii ;; i. ..:, s. .' :F e ... ... .,. 1.STATE OF WASIIII•IGTON.' :. SS (INDIVIDUAL ACKNOWLEDGEMENT) County of King .-.. f.' , ..y ..., 1.-.,.it,I certify that tknow or'ha.y.R...sansfactoryfividence:that.. .tiRC-46e., if e/ -Si.*,4 is the person who appeared before me,an said fiersoft acknowledged that . ..-.:*.''...-.i.fi.e_ . signed this instrument and acknowledged it to be 0 1.S '..: ''....free and vo1unary act forthemses and purposes mentioned in the instrument. 1 2. .:*- ;.* :*. - .:. ''-...... Dated this 2S day of 6.' :.2 ii........ 6 (9.::: . . „....:::: .:::............... p, ,7/)-- 2..&K4 — . 1%1111, . f ..../0.44 .-'"' 'Print Name ... i. - -.6.2,97 4 NF.?fele07:4pflace- ary PAblic:•in and fof:t.l.ie State of a4-r4i1A1 .... I% i L: y„... •:..i :::. ... 04I1,-.0 my appointtnentt ata: 2 p, .. . .7 Residing at 4/!. z A L -y. .... )/ ...... . .. ... . 7/".'"...147-- •:.: ....1: :: 'Y.:4' 'f: iiii,m ‘• Na,- - 0p I \A\ ...:::' f 1 w psS „,,,.. Itit,‘‘‘j -.` i. i ,•• 1, •:'- .•:: i EXHIBIT MAP ii :': ;F ;•• :I • Si :. ,,:: txt...'.••... S. .::. ::""•,.. .:: e ..* :: ii •.• i• e...‘::,... .:.: •:'''':?? / 1.,,s .1 / .., I A:,..,:.: if .?".:;:. Z :: i':. .,.:'.. .:.: ... I. .. ,.."I '. .,,,•'::; :: '11 31 32' s..• :: • ... • $, .:,: S.E 192ND ST. 1:....: 4;:„,..6,0 "5 ...:..•.:. 1 ..•`.,..:: ••i' .. **••:: r.' ..,. ...1.......F.': .;: 11 1 ..;•••••I ...f. .1:' J . .,'. W I i..3 1..:.•:::. I 0 W s: .4.5. N . v.,... u.,.. 1 2. !.irtim --- 4e,::::. x3... ). ..: a 19225 102ND AVE E .: .-.. 1 "I'•"•.•••' .;* ..*• 1.::. .•: T.L ha 052205-9077 .1;... .:': ::: ec.__.it .,. .._. ••. .. .z iz, . t.........,........ ...... .,:. ...:„ 14;.......5 Z.....,*: f ..:••1*#200' ..f :i'al z.„22 I• ,. :•• x..:.....d N -.......:." i .F °L.L...."2::— r....... r 1501.10-64.4PLW. 1/4, GOVT. LOT 4, SEC 5, T22N, R5E, W.14. h.. is .:... ...;.• :... 1:-. •••:,......4:„. .:. .:' ,;: *j: 0'' ::: 1.•••''''••.., i ... 1:-.. T: •:: :. ••.... 1:::.• :i ...• *.:•.: 1., ;.. 4.. •,, .:. ,,,. -.... .,.... e ...0 I 1.-......, JOB NO.:2004--2.39P 17.1ATE:4/19./2007 SKEET:: I ....OF.:2 I I EXHIBIT "Al d s 4: 4: NORTH TO FUT,PF THE SOUTH TOPor...TheiliORIHWES7.....flOAMER OF GOVERNNENT T.Ort:,tECION 5,.40ViSHIR 12 NORfl1. RAW'5rAST, IN:i1ONO.COUtiTY, s s.• 4. JOB NO.:2004-239P DATE:4/19/2007 SHEEP 2 :OF 2 ••?. F t 0 King County Department of Development and Environmental Services 900 Oakesdale Avenue SW Renton,WA 98057-5212 September 19, 2007 Satwant Singh 13306 SE 240th Street Kent, WA 98042 RE: Notice of Request for Additional Information or Studies Application No. LO5P0013—Viewpoint Subdivision Date Filed: July 5,-2005 Date of Complete Applica ion: September 6, 2005 Dear Mr. Singh: The purpose of this letter is to notify you pursuant to King County Code Title 20 that the-Land Use Services Division is requesting additional information and/or studies to complete the review of your project. The information is described on the enclosed plat screening transmittal. When submitting the requested information, include a copy of the plat screening transmittal and retain a copy for your reco-ds. Provide a cover letter,which lists how each item, was addressed. Any clarification or explanation of the submittal can also be included in the cover letter. Please submit the information to: King County Dept. of Development and Environmental Services Land Use Services Division ATTN.: Chad Tibbits, Project Manager II, Current Planning Section 900 Oaksdale Avenue Southwest Renton, WA 98057-5212 If the submittal is hand deliver d, submit at the address above. Your application is on "hold" from the date of this notice, until the date you are advised that the additional information satisfies this request or 14 days after the date the information has ' been provided. You will be notified if the Division determines that the information is insufficient. Please note that the supplemental information required after vesting of a complete application shall not affect the validity of such application. The deadline for the submittal of the necessary information is December 19, 2007. In the event you feel extenuating circumstances exist, which may justify an extension of this date, you may submit such request, in writing, for consideration by this Department. Failure to meet the deadline shall be cause for the Department to cancel or deny the application. If possible, please submit all of the information in one package. If you have any questions, regarding the additional information or the submittal deadline, please call me at (206) 296- 7194. Sincerely Ch Tib , Projec rogram Manager II Current Planning Section Cc: Cramer NW, Inc., Attn. le Konelis, 945 N. Central Avenue#104, Kent, WA 98032 Kim.Claussen, Project/program Manager III, Current Planning Section, LUSD w/enc Bruce Whittaker, Senior Engineer, Engineering Review Section, LUSD w/enc Kris Langley, Senior Engineer, Traffic & Engineering Section, KCDOT Application File w/enc Plat Screening Transmittal i King County Preliminary Plat:Application.of Viewpoint Department of Development LUSD File;No. LO5P0"01:3 and Environmental Services i Land Use Services Division Date ofIrifor i ation. Request: .September 19,, 2007 900 Oakesdale Avenue Southwest Renton,Washington 98057-5212 Deadline"for Subrri"ittal":of`l:nformation: December 1.9, 2007 Please provide five (5) copies of the following, unless otherwise noted. Drainage: Submit copies of the approved drainage adjustment (L06V0060) for the project. Coordinate the storm drainage design with the City of Renton. Show on the conceptual drainage plan how the proposed outfall pipe from the detention facility will connect to the City of Renton pipe. Provide a letter from the City of Renton indicating concurrence with the proposed design. Include a map in the Level 1 Analysis showing the City of Renton,offsite drainage pipe Senior Engineer Bruce Whittaker can be reached at 206-296-7211 or bruce.whittakera(kingcountv.gov for questions regarding drainage. Roads: Submit copies of the approved road variance (L06V0061) for the project. Senior Engineer Kris Langley can be reached at 206-296-7155 or kristen.langley a(.kingcounty.gov for questions regarding traffic/roads. Public Comments: Attached are comments received from an adjoining property owner contesting the legality of documents submitted by the applicant. Please provide a written response to these comments. Easements: Submit signed letters of intent from all underlying beneficiary (PSPL, Cascade Sewer, and Property Owners) of the adjacent easements identified on the site plans. 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. Viewpoint—LO5P0013 08/06 lal King County Department of Development and Environmental Services 900 Oakesdale Avenue Southwest Renton, WA 98057-5212 December 13, 2007 Satwant Singh 13306 SE 240th Street Kent, WA 98042 RE: Application for the Preliminary Plat of Viewpoint DDES File No. L05P0013 Dear Mr: Singh: The November 6, 2007.email requesting an extension'of the deadline for submittal of the additional information required to process the preliminary plat application of Viewpoint has been received. The request for additional information stops all processing of the plat application until the required information is received. The time spent waiting for information to be submitted is not counted toward any time limit requirements of the plat'application process. The previous letter established a eadline of December 19, 2007. We are granting an extension to this deadline. If the Land Use S4vices Division of DDES does not receive the necessary information requested to process your application by March 19, 2008, your application will be canceled or denied. If you have any questions regarding this matter, please call me at (206)296-7194.,. Sincerely Chad Tibbit` , roject Manager II Current Planning Section Cc: Cramer NW, Inc., Attn. Ale Kondelis 945 N. Central Avenue#11104, Kent, WA 98032 Kim Claussen, Project/Program Manager III, Current Planning Section, LUSD Bruce Whittaker, Senior Engineer, Engineering Review Section, LUSD - Kris Langley, Senior Engineer, KCDOT Application File MAIN FILE COPY A VIEWPOINT 18 - LOT SUBDIVISION q , 4+9,41 10,4*.i% r 1iPermitApprovalConditionsocumentRI pC>' COFireSystemReview46Sey (, Tracking Number: L05P0013 iR' The following conditions ap ly to the Fire Engineering approval of the above referenced preliminary plat: AA02 MUDD Any questions regarding the fire review of this plan should be directed to: Bill Mudd, Fire Engineering Telephone: (206) 296-6785. SPECIAL NOTE: Any future residences constructed on lots 1, 2, 3, 17 and 18 will have to be sprinklered (NF A 13D) due to inadequate fire apparatus.access. All portions of the exterior wal s of residences (at grade) must be within 150 feet(as a person would walk via an a proved route around the building) from a minimum 20- foot wide roadway that is not over 150 feet in length if dead-end. 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 app ication. Review and approval by Fire Engineering Section is required prior to installation. Pans shall include,but are not limited to;pipe sizes,pipe type, valves/fittings,thrust blocks an •or rodding and material listings. Fire hydrants shall be installed per K.C.C.Title 17 Water mains shall be installed d tested per AWWA standards and/or NFPA#24(STANDARDS FOR PRIVATE FIRE HYD TS AND WATERMAINS); as applicable. Ref. 1001.4 UFC tic NOTE: UNLESS SPECIFICALLY NOTED,ANY WATERMAIN OR FIRE HYDRANT DETAILS ON BUILDING PLANS/DRAWINGSANS/DRAWINGS HAVE NOT BEEN REVIEWED OR APPROVED. FH74 PRELIMINARY PLA 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 210 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) S Residential 1. 700,ft. maximum spacing. Fire Systems Review Approval'Conditions FfLE COPY Page 1 of 2 " 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 ftWide unobstructed- 13'6"vertical clearance,unobstructed. All-weather surface, able to withstand 25 tons. 2. Fire access roads in excess of 150 feet(dead-ends), must have an approved turn-around area. Access road shall extend to within 150 ft. of all portions of building exterior walls. Required turn-arounds must be a minimum 80-foot diameter Incliuding temporary turnarounds************ 3. Fire access road 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 King County Department of Development and Environmental Services 900 Oakesdale Avenue SW Renton,WA 98055-1219 September 15,2005 Cramer NW,Inc. Attn.Ale Kondelis 945 N.Central Avenue,#104 Kent,WA 98032 RE: Notice of Complete Application:for Application Time Periods Application No` LO`5R001-3' -Viewpo1i -1 Date Filed: July 5,2005 Dear Ms.Kondelis: The purpose of this letter is to notify you that on September 6,.2005 the Land Use Services Division determined that the above-referenced application is complete under current requirements for a complete application. This initial determination is intended only for the purpose of applying the time periods for permit processing specified in King County Code 19A and 20. Supplemental information may be requested by the Division,as necessary,for the continued review of your application. Our goal is to process your application within 150 days. However,the complexity and level of analysis required to review your project and available staff resources will affect the actual review time. The timeline can also be impacted by one or more of the following: any request made by the Division for additional information changes or revisions requested by the applicant mutually-agreed-upon requests to stop the time clock preparation of an Environmental Impact Statement failure to post the property resolution of land use decisi ns appeals If you have any questions about your pplication or the posting requirements,please contact me at(206)296-7194. Sincerely, Chad Tib its,Planner II Current Planning Section cc: Satwant Singh, 13306 SE 240t Street,Kent,WA 98042 Bruce Whittaker, Senior Engineer,Engineering Review Section,LUSD KimClaussen,P,rogra, roject Manager III,Current Planning Section,LUSD plicatioWfile "' Letter.frm/NCA-ATP.1tr 9/12/97 mh MAIN FILE COPY y r0 REQUEST'.. , r• FOR Dept.CountySCHOOL INFORMATIONDept.of Development and Environmental Services Land Use Services Division PRELIMINARY PLATS 900 Oakesdale Avenue Southwest Renton,WA 98055-1219 DATE: July 8, 2005 TO: Renton School District FM: Kim Claussen, Program/Project Manager Ill. RE: Proposed Short Sub ivision LUSD File No: L05P0,013 —Viewpoint Subdivision The Land Use Services Division (LUSD)has received an application for a subdivision in your District. Enclosed is a copy of the(revised) plat map received by the Land Use Services Division on July 5,2005; In order for us to adequately evaluate this proposal, provide the most accurate information to the public, and for LUSD to serve the School District better,please provide us with the following information: Which schools do you anticipate the students living in this subdivision would attend? Elementary Jr.'High/Middle Sr. High Will the students walk or be bussed to these schools? Elementary Jr. High/Middle Sr. High If the students will be bussed,where do you anticipate the bus stops will be located? If that information is not available at this time, currently,when a are the closest bus stops located to this site? Elementar y Jr. High/Middle Sr. High Other Comments: Please complete this form and return it by August 8,2005 to the address below. If you have questions regarding this proposal, please call Kim Claussen at 206-296-7167. Thank you very much. King County Department of Development and Environmental Services Land Use Services Division ATTN: Chad Tibbits/Program/Project Manager II 900 Oakesdale Avenue Southwest Renton,WA 98055-1219 MAIN FILE COPY r, r Ce_':North e <Im ., aC`:a x t ers'a e insSrsPnn 4 t. K. Jr1'. r 1.y,. i- 1 ` Ji, J,1: t tf t. 6 y' l•1 r 1. r : tv.n:r K n SLEVEL:'OFFSITE..D'tAINA ,.,.,, O JJ II 3 i SINGH PLAT 192: ST:;&:1`02N AVE;:SE':NEAR:S. 0 5985ftE• 'Tt N'::TWA:.r.' v l'. 1 I ' af: 1: F1Fay Y•, r t: i R. rT: iN H- TWAN SSA s. 740'. T.: i:,;::' g; ''- ' ";-:.,..,..", f.,..,,,-;; T.J., ,.:.,4 ::::... ';‘,,,,....-.:..,. 2,,,...,,. , f.c 'J 1ti R42:`:G8 ti. A H NGtON` 0.TON 'R N W S 9 o'- r ., r`. t. r .. f i I,, a' 4 ST. 5:-Ma- :26>200 i.Y•o W''''ig,..elky..ff ',.:,-,,.,:;:::.(,...,'::::4 N LA 1 >2 20r''EXP RCS; CN:I'.J OB NO 0 C7;,f,I)t j.u ltieh':n t`d wHeareti` kP, Y 1 9.D 20Kr' a "eChecdr: 'S' uy• z a' t,.ci-..t-r::..-...:;:-.,,k,...,.., ;,::...,.......,..,,,, ,. .,...,..... i...:::--.::..,.,..(..:;:.- ,. .-:,: ..--....;,..:=.:::,-..,':::-..-.;:!:::.. 7. -::,,•,..i..-...--,..:v-‘,.:05.z.„,::.,..:.. ..:::::.:.,...-..„. ,:,,::::::,..'...::,,.:,.:„.„::•..::...;.',.:..-:.,..!:.,„,.',....,.E.:..:...,.;, _!!:.„..;,.:,..;:'..':i.".....',..1." 1."'?. gp,kje%.- • 3...-.,,-- -.- .. .... ..i,- --::-: -:. .,. s..-':-,::-,.. i:---., s • i 3..,...,' Lx;;:d'-:'.I. '.... ...-,-,....:.,. 4-,--.-..--.:;:..,:-,.:.-.:,,,%..-:.,"':,.,-,'...: J.,.:,..::•.:...;::.‘!:,. :.....,...- r?..,... f,::..--.,.-..,.r..,.,:..- L.i,...;,..:-...., .?:: .,-,.,-,,,,.....:,:.,,...,.',-,..,: i.:,..,....:,,41 c,;.:....... :.,,,,,--:....:-.;.-.....,.: ,,,;.....-:-..:.,.:!;:'..!....:.,.„:, ,.'..,..........,..,::....:::. 2...-.,..-:.,.:-,....,!...-... Cen-.,..-.,..-.--,------:-.:-,1_Suite :•9:4SN Ag 4'0=' ax2-488 9>253-:.85 erd• .c"m,,.www:cra'mernw:coifi` -E•`ria'l ci" cram o 1 TABLE OF CONTENTS TASK1 STUDY AREA DEFINITION AND MAPS TASK 2 RESOURCE REVIEW TASK 3 FIELD INSPECTION TASK 4 DRAINAGE SYSTEM DESCRIPTION AND PROBLEM DESCRIPTIONS TASK 5 MITIGATION OF EXISTING OR POTENTIAL PROBLEMS APPENDIX THRESHOLD, DETENTION, WATER QUALITY& RECREATION TRACT CALCULATIONS r TASK1 STUDY AREA DEFINITION AND MAPS f TASK 1 STUDY AREA'DEFINITION This project's north property line is located approximately 630' south of the intersection of SE 192nd St. and 102nd Ave. SE. It's parcel # is 0522059085. The site is approximately 6.0 acres. The northern half of the property is pasture, while the other half is forested. The existing drainage tends to sheet flow from the east to the west. The11 site does receive some upstream runoff from the property to the east. Access is provided'to lots 5 — 13 and 1,4— 16 via the main road. Lots 1-4, 17, and 18 are served by the private access tract. MAPS A vicinity map, topo/sens tive areas map, aerial photo, and offsite drainage map can be found in the proceeding pages. t Vi ci ni,y Map• lii .... Ill „,_,.. titnFt ._.--. ' •,: .• .• -i cu ‘) '''',,•-•,-).,?.„-,,,,,f,-4"/,..,.-4,s- -z1Z. E---- -, Si-d'ist 5t 10'1 - c: 18:1 441101 sfoLCsti3Etiii' Se Carr Rd7,-f 8Z1 I .-„,,,,,,,,.,,,,,,,,-. ...z.; ) c 1 - 30t hiSt A.,s Si.13rdi t„;.--'''c) 0 •„; - .1,,,...,0- Se11131.-si St ,1-4! g---V. 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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. i Map Output Page 1 of 1 King County - . i i€inne '.- News.`". 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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, I http://www5.metrokc.gov/servlet/com.esri.esrimap.Esrimap?ServiceName=overview&Clie... 5/19/2005 . 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E 7 '' ,f`.i @ t, a r. w`0. 7:, Legend pi Selected Parcels i Parcels County Boundary i i Lakes and Large Rivers. j _ L Streets A... Streams tilyrn:rF 2002 Color Aerial Photos(Mast KC r only) e information included on this map has been compiled by King County staff from a variety of sources and is subject to change without notice. ng 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, 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 !rohibitedexce.tb written •ermission,ofKin. 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. http://www5.metrokc.gov/servlet/com.esri.esrimap.Esrimap?ServiceName=overview&Clie... 5/19/2005 1 I ir m 0 if 14 i tt II . I I 1 •ii 4 ,I I cr ti 41 6... AIXIC0,1 ...........a.0:..•......,...... ... 1„:'.........1:•:•:•:.•••.•.....C.:•; Nm, , lip 1.11,3 — a'1 IC I 9)4L7 IL. q X IN 0 cy/1‘ 111A1 ca f ro 1: rn11. , . 1..... -: ...... ., / o . 01.%.. g 0 r,, r v4 ii 4, ll gef id 4. d ..1 44 tooi rn0. al 8ro40 yitif I , ;., /. co ,II 1-1-;". hip 0 i - 1 m GC Cas;... , .6 # 09 I it hi I 11•., i,t ••, c° 1Z1 y ig a-;.•• v 4,0 TR. 8) Dilibl1,1 Ak-103 T4I . , i ttit2IT, 'Oa. !••4. "." at."' al-. 4b.. I.: u) TR.A ,..... la' I6: r to to 1 1!I. I ' 1 I , ' . • IV 4:: Ii APJ31 '.-.. I ( 98THaaXsI:-ri Cl) I iiii.57 - I A .1 14,‘: Q - 111 . I *Ci c D m. ali 1 R 164I 4 !l•II :. as L: wirl,N.. .. ' -.11 : -"i_ - gA ti '`: tINVIN47140 Pt' r 1 L Aecnplcole0 0:,•• 0. -r. nIIA ii ..2.1 0 17199.1:•Illeu 0 Is , c).1 iii- , , ... _- .,_, ! i,-- -.., i L, 40,p, .-.1:. ', -: I '',';:i",ti: --::: : - ,-.' i; I, CI) 7 __.;r- I 560.10 __ _ _ N. , 17,A=. 7...--. -...--- :-.,7 i —7,-;—"Tore' .—a ..y.•-s."*.tit7::-v4ATI.:„...,,..2..- - 7,!::::::,-.;,;‘,.,......---7,,,,,,,•'., 1-_,:-.-•,-.. -i fitjki • r I 01 iii. ti.o.cDPI1 i-s 15 ID ..../." 14- 3 I' MOM 1,........-..... -,.... te n 11" • 1'.,--1.'•-• : : ' , ;1 i',„..,,.',":.."''Ii:MI r pffils-'2,,,,.,4'v,:-..il,-, ii,-.;',.-;;;;,, ,-....:iiiiim:...,,,(..,e,•.--:$11 le:- .Jai-i....,),:,,....,-,..,,,,::,..-i--.;.k.,:ke:&''',i',--;41•1:Mi'i:.-0 .4i (li,:,.!:.-..!,-.'.,'-..,-':,--tigtitaikiliHi t/tc,1-,,,60; V.Vkiii Z 4:-,J.M VO'AM h .. - TASK 2 RESOURCE REVIEW r TASK.2 RESOURCE REVIEW Adopted Basin Plans and Finalized Drainage Studies: The site is not known to be located in any adopted basin plans. Basin Reconnaissance Summary Reports: No existing or potential problem areas were indicated. Critical Drainage Area Maps: No existing or potential p oblem areas were indicated. FEMA) Maps: Site is located outside the 100 year flood plain. Other Offsite Analysis Reports: An offsite analysis report by Cramer Northwest for the Singh Residence located to the north of this project was prepared in May, 2001. Sensitive Areas Folio: r The southern half of the site is located in a SAO Landslide, SAO Erosion area, and a Landslide Hazard Area. The north half contains.a Landslide Drainage Area. A stream flows across the southwest corner of the property. DNR Drainage Problems Maps: Not applicable. Road Drainage Problems: Not applicable. Soils Survey: The soil is an Alderwood Gravelly Sandy Loam (AgC). Wetlands Inventory Maps: There are no known wetlands on site. Migrating River Studies: Not applicable. Drainage Complaints: ' There are no drainage complaints Within our site's runoff downstream path. See attached list of complaints. TASK 3 FIELD INSPECTION TASK 3 FIELD INSPECTION A field inspection was co 1 ducted on February 11, 2005 to inspect the onsite drainage system of the site. Offsite drainage systems were also inspected downstream approximately 1/4 mile from the discharge point of the site. The inspection involved investigation of the ten specific items of a Level 1 Inspection per the King County Surface Water Design Manual, 1998. The inspection yielded the following findings: 1. The resource review indicated no existing problems. 2. The existing drainage system capacity was adequate. 3. There was no evidence of existing or potential flooding problems. 4. There were no existing or potential overtopping, scouring, bank sloughing, or sedimentation problems. 5. No significant destruction of aquatic habitat or organisms was noticed. 6. Qualitative,data such as land use, impervious surfaces, topography, and soil types was noted and scan be found in Task 4 information. 7. Information was collected on ditches, structures, and pipes. This information is also included in the Task 4 information. 8. Tributary basins delineated in Task 1 were verified. 9. No neighbors were consulted. 10. The weather conditions at the time of the inspection were clear and cool. 1 TASK 4 DRAINAGE SYSTEM DESCRIPTION AND PROBLEM DESCRIPTIONS TASK 4 DRAINAGE SYSTEM DESCRIPTION AND PROBLEM DESCRIPTIONS Site Drainage This project's north property line is located approximately 630' south of the intersection of SE 192"d St. and 102nd Ave. SE. It's parcel# is 0522059085. The site is approximately 6.0 acres. The northern half of the property is pasture, while the other half is forested. The existing drainage tends to sheet flow from the east to the west. Thel site does receive some upstream runoff from the property to the east The soil types located on this property are Alderwood Gravelly Sandy Loam AgC) per the King County Soil Survey. Offsite Drainage An Off-Site Analysis Drai 1 age System Table is provided on the next page that describes in detail the offsite drainage components at least %4 mile downstream from the project discharge location. Please refer to the offsite drainage map in Task 1 because the map symbols listed in the table correspond to drainage component symbols on the offsite drainage maps. TASK 5 MITIGATION OF EXISTING OR POTENTIAL PROBLEMS TASK 5 MITIGATION OF EXISTING OR POTENTIAL PROBLEMS After a thorough field inspection and a detailed resource review there were no existing problems identified. The proposed improvements will not produce a significant impact to the existing drainage patterns once the site has been stabilized and the runoff has been controlled via a combined detention/wet vault. A temporary erosion and sedimentation control plan will be created to minimize the transport of sediment laden runoff to the downstream conveyance system. FLOW CONTROL BMPS Perforated stubout connections from the lots convey runoff from the site to the roadside drainage system. Runoff is then routed to the onsite detention facility and released to an energy dissipater where it converges with the nearby creek. APPENDIX THRESHOLD ASSESSMENT DETENTION, WATER QUALITY & RECREATION TRACT CALCULATIONS THRESHOLD CALCULATIONS: The site is 6.0 acres but the southern 2.92 acres is in a sensitive areas tract. Therefore only the 3.08 northern acres and the .22 acres of offsite improvements have been analyzed. Existing: 3.08 acres pasture 0.22 acres pasture Developed: 18 homes @ 2500 ft2 45000 ft2 1.03 acres Road improvements (onsite) 16500 ft2 0.38 acres Road improvements (offsite) 9500 ft2 0.22 acres 1.63 acres impervious 1.67 acres lawn/grass i Retention/Detention Facility Type of Facility: Detention Vault Facility Length: 102.50 ft Facility Width: 33.00 ft Facility Arlea: 3383. sq. ft Effective Storage Depth: 8.50 ft Stage 0 Elevatilon: 0.00 ft Storage Volume: 28751. cu. ft Riser Head: 8.50 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 0.90 0.064 2 4.50 1.65 0.148 4.0 Top Notch Weir: None Outflow Rating Curve: None Stage Elevation Storage Discharge Percolation ft) ft)cu. ft) (ac-ft) (cfs) cfs) 0.00 0.00 0. 0.000 0.000 0.00 0.01 0.01 34. 0.001 0.002 0.00 0.02 0.02 68. 0.002 0.003 0.00 0.03 0.03 - 102. 0.002 0.004 0.00 0.04 0.04 135. 0.003 0.004 0.00 0.05 0.05 169. 0.004 0.005 0.00 0.06 0.06 203. 0.005 0.005 0.00 0.07 0.07 237. 0.005 0.006 0.00 0.08 0.08 271. 0.006 0.006 0.00 0.22 0.22 744. 0.017 0.010 0.00 0.36 0.36 1218. 0.028 0.013 0.00 0.51 0.51 1725. 0.040 0.016 0.00 0.65 0.65 2199. 0.050 0.018 0.00 0.80 0.80 2706. 0.062 0.020 0.00 0.94 0.94 3180. 0.073 '0.021 0.00 1.08 1.08 3653. 0.084 0.023 0.00 1.23 1.23 4161. 0.096 0.024 0.00 1.37 1.37 4634. 0.106 0.026 0.00 1.52 1.52 5141. 0.118 0.027 0.00 1.66 1.66 , 5615. 0.129 0.028 0.00 1.80 1.80 I 6089. 0.140 0.030 0.00 1.95 1.'95 1 , 6596. 0.151 0.031 0.00 2.09 2.09 7069. 0.162 0.032 0.00 2.24 2.24 ' 7577. 0.174 0.033 0.00 2.38 2.38 . ; 8050. 0.185 0.034 0.00 2.52 2.52 , 8524. 0.196 0.035 0.00 2.67 2.67 9031. 0.207 0.036 0.00 2.81 2.81 9505. 0.218 0.037 0.00 2.96 2.96 10012. 0.230 0.038 0.00 3.10 3.10 i 10486. 0.241 0.039 0.00 3.24 3.24 10959. 0.252 0.040 0.00 3.39 3.39 11467. 0.263 0.040 0.00 3.53 3.53 ;11940. 0.274 0.041 0.00 I l 3.68 3.68 12448. 0.286 0.042 0.00 3.82 3.82 , 12921. 0.297 .0.043 0.00 3.96 3.961 13395. 0.308 0.044 0.00 4.11 4.11 ' 13902. 0.319 0.045 0.00 4.25 4.25 14376.. 0.330 0.045 0.00 4.40 4.40 14883. 0.342 0.046 0.00 4.50 4.50 15221. 0.349 0.047 0.00 4.52 4.52 15289. 0.351 0.047 0.00 4.53 4.53 15323. 0.352 0.049 0.00 4.55 4.55 15390. 0.353 0.052 0.00 4.57 4.57 15458. 0.355 0.056 0.00 4.59 4.59 15526. 0.356 0.061 0.00 4.60 4.60 15560. 0.357 0.067 0.00 4.62 4.62 15.627. 0.359 0.073 0.00 4.64 4.64 15695. 0.360 0.075 0.00 4.78 4.78 16168. 0.371 0.087 0.00 4.93 4.93 16676. 0.383 0.097 0.00 5.07 5.07 17149. 0.394 0.105 0.00 5.21 5.21 17623. 0.405 0.113 0.00 5.36 5.36 18130. 0.416 0.119 0.00' 5.50 5.50 18604. 0.427 0.126 0.00 5.65 5.65 19111. 0.439 0.131 0.00 5.79 5.79 19585. 0.450 0.137 0.00 5.93 5.93 20058. 0.460 0.142 0.00 6.08 6.08 20566. 0.472 0.147 0.00 6.22 6.22 21039. 0.483 0.152 0.00 6.37 6.37 21547. 0.495 0.156 0.00 6.51 6.51 22020. 0.506 0.161 0.00 6.65 6.65 22494. 0.516 0.165 0.00 6.80 6.80 23001. 0.528 0.169 0.00 6.94 '6.94 23475. 0.539 0.173 0.00 7.09 7.09 23982. 0.551 0.177 0.00 7.23 7.23 24455. 0.561 0.181 0.00 7.37 7.37 24929. 0.572 0.185 0.00 7.52 7.52 25436. 0.584 0.189 0.00 7.66 7.661 25910. 0.595 0.192 0.00 7.81 7.81 26417. 0.606 0.196 0.00 7. 95 7.95 I 26891. 0.617 , 0.199 0.00 8.10 8.10 27398. 0.629 0.203 0.00 8.24 8.24 27872. 0.640 0.206 0.00 8.38 8.38 28345. 0.651 0.209 ' 0.00 8.50 8.50 28751. 0.660 0.212 0.00, 8.60 8.60 29090. 0.668 0.522 0.00 8.70 8.70 i 29.428.0.676 1.090 0.00 8.80 8.80 '29766. 0.683 1.820 0.00 8. 90 8. 90 '30104. 0.691 2.610 0.00 9.00 9.00 ,30443. 0.699 . 2.900 0.00 9.10 9.10 30781. 0.707 3.150 0.00 9.20 9.20 31119. 0.714 3.390 0.00 9.30 9.30 31457. 0.722 3.610 0.00 9.40 9.40 31795. 0.730 3.820 0.00 9.50 9.50 32134. 0.738 4.010 0.00 9.60 9.60 '32472. 0.745 4.200 0.00 9.70 9.70 32810. 0.753 4.380 0.00 9.80 9.80 33149. 0.761 4.550 0.00 9.90 9.90 33487. 0.769 4.720 0.00 10.00 10.00 33825. 0.777 4.870 0.00 10.10 10.10 ,34163. 0.784 5.030 0.00 10.20 10.20 34502.0.792 5.180 0.00 10.30 10.30 34840. 0.800 5.320 0.00 10.40 10.40 35178. 0.808 5.460 0.00 Hyd Inflow Outflow Peak Storage Target iCalc Stage Elev (Cu-Ft)Ac-Ft) 1 1.12 0.40 0.93 8.67 8.67 29334. 0.673 2 0.54 ******* 0.24 8.51 8.51 28787. 0.661 3 0.66 ******* 0.16 6.56 6.56 22179. 0.509 4 0.63 ******* 0.19 7.44 7.44 25155. 0.577 5 0.58 ******* 0.16 6.41 6.41 21672. 0.498 6 0.53 ******* 0.10 5.02 5.02 16985. 0.390 7 0.42 ******* 0.07 4.62 4.62 15634. 0.359 8 0.44 ******* 0.04 3.10 3.10 10473. 0.240 Route Time Series through Facility Inflow Time Series File:dev.tsf Outflow Time Series File:rdout Inflow/Outflow Analysis Peak Inflow Discharlge: 1.12 CFS at 6:00 on Jan 9 in Year 8 Peak Outflow Discharge: 0.933 CFS at 9:00 on Jan 9 in Year 8 Peak Reservoir Stage: 8.67 Ft Peak Reservoir Elev: 8.67 Ft Peak Reservoir Storalge: 29334. Cu-Ft 0.673 Ac-Ft Flow Duration from Tlime Series File:rdout.tsf Cutoff Count Frequency CDF Exceedence_Probability CFS 0.003 34958 57.009 57.009 42.991 0.430E+00 0.010 7552 12.316 69.325 30.675 0.307E+00 0.017 5700 9.295 78.620 21.380 0.214E+00 0.024 5455 8.1,896 87.516 12.484 0.125E+00 0.031 3067 5..002 92.518 7.482 0.748E-01 0.038 2107 3.,436 95.954 4.046 0.405E-01 0.045 1353 2.206 98.160 1.840 0.184E-01 0.051 604 0.985 99.145 0.855 0.855E-02 0.058 47 0.077 99.222 0.778 0.778E-02 0.065 29 0.047 99.269 0.731 0.731E-02 0.072 . 23 0.038 99.307 0.693 0.693E-02 0.079 58 0.095 99.401 0.598 0.598E-02 0.086 48 0.078 99.480 0.520 0.520E-02 0.093 49 0.080 99.560 0.440 0.440E-02 0.099 46 0.075 99.635 0.365 0.365E-02 0.106 26 0.042 99.677 0.323 0.323E-02 0.113 16 0.026 99.703 0.297 0.297E-02 0.120 15 0.024 99.728 0.272 0.272E-02 0.127 14 0.1023 99.750 0.250 0.250E-02 0.134 21 0.034 99.785 0.215 0.215E-02 0.140 19 0.031 99.816 0.184 0.184E-02 0.147 21 0.034 99.850 0.150 0.150E-02 0.154 19 0.031 99.881 0.119 0.119E-02 0.161 14 0.023 99.904 0.096 0.962E-03 I 0.168 9- 0.015 99.918 0.082 0.815E-03 0.175 14 0.023 99.941 0.059 0.587E-03 0.182 9 0.015 99.956 0.044 0.440E-03 0.188 9 0.015 99.971 0.029 0.294E-03 0.195 4 0.007 99.977 0.023 0.228E-03 0.202 5 0.I008 99.985 0.015 0.147E-03 0.209 5 0.008I 99.993 0.007 0. 652E-04 0.216 3 0.005 99.998 0.002 0.163E-04 0.223 0 0.000 99.998 0.002 0.163E-04 0.230 0 0.000 99.998 0.002 0.163E-04 , 0.236 0 0.000 99.998 0.002 0.163E-04 0.243 0 0.000 99.998 0.002 0.163E-04 1 Route Time Series throlugh Facility Inflow Time Series File:dev.tsf Outflow Time Series File:rdout Inflow/Outflow Analysis Peak Inflow Discharge: 1.12 CFS at 6:00 on Jan 9 in Year 8 Peak Outflow Discharge: 0.933 CFS at, 9:00 on Jan 9 in Year 8 Peak Reservoir Stage: 8.67 Ft Peak Reservoir Ellev: 8.67 Ft Peak Reservoir Storage: 29334. Cu-Ft 0.673 Ac-Ft Duration Comparison Anaylsis Base File: predev.t6f New File: rdout.tsf Cutoff Units: Discharge in CFS Fraction of Time Check of Tolerance Cutoff Base New Change Probability Base New Change 0.060 0.89E-02 0.76E-02 -14.1 0.89E-02 0.060 0.050 -17.1 0.073 0.62E-02 0.69E-02 9.9 0.62E-02 0.073 0.077 5.5 0.087 0.49E-02 0.51E-02 5.7 0.49E-02 0.087 0.089 2.8 0.100 0.37E-02 0.36E-02 ' -1.3 0.37E-02 0.100 0.099 -0.6 0.113 0.28E-02 0.29E-02 5.3 0.28E-02 0.113 0.118 4.4 0.127 0.21E-02 0.25E-02 17.7 0.21E-02 0.127 0.135 6.6 0.140 0.15E-02 0.19E-02 27.5 0.15E-02 0:140 0.148 5.4 0.153 0.11E-02 0.12E-02 16.9 0.11E-02 0.153 0.157 2.5 0.167 0.77E-03 0.83E-03 8.5 0.77E-03 0.167 0.169 1.5 0.180 0.41E-03 0.46E-03 12.0 0.41E-03 0.180 0.183 1.6 0.194 0.24E-03 0.24E-03 0.0 0.24E-03 0.194 0.194 0.0 0.207 0.15E-03 0.82E-04 -44.4 0.15E-03 0.207 0.204 , -1.6 0.220 0.65E-04 0.16E-04 -75.0 0.65E-04 0.220 0.210 -4.7 Maximum positive excursion = 0.006 cfs ( 8.6%) occuring at 0.068 cfs on the Base Data:predev.tsf and at 0.074 cfs on the New Data:rdout.tsf Maximum negative excursion = 0.010 cfs (-17.1%) occuring at 0.060 cfs on the Base Data:predev.tsf and at 0.050 cfs on the New Data:rdout.tsf WETPOND CALCULATIONS The following calculation is per Section 6.4.1 of the KCSWDM. Runoff Volume = Vr = (0.9Ai + 0.25Atg + 0.10Atf + 0.01Ao) x (R/12) Ai=71000 sf Atg=63059 sf Atf=0 Ao=0 R=.47 Vr = [ (0.9) (71000) + (10.25) (63059) + 0 + 0] x (.47/12) = 3120 cf Wetpool Volume Vb = f('Vr) f=3 Vr=3120 cf Vb = 3x3120 = 9360 cf Wetpool volume = 33' x 102.5' x 3' = 10147.5 cf, thus satisfying the volume required. Recreation Tract 18 lots @ 390 ft2 per lot 7020 ft2 Provided 7048 ft2 State Environmental Policy Act (SEPA) Checklist Deparbnent of Development and Environmental Services Lana use Service Division Alternative formats available 900 Oakesdale Avenue Southwest upon request Renton,Washington 98055-1219 206-296-6600 TTY 206- Purpose of the checklist The State Environmental Policy Act(SEPA), RCW Chapter 43.21 C, requires all governmental agencies to consider the environmental impacts of a proposal before making decisions. An environmental impact statement(EIS) must be prepared for all proposals with probable significant adverse impacts on the quality of the environment.The purpose of this checklist is to provide information to help you and the agency identify impacts from your proposal and to reduce or avoid impacts from the proposal, if it can be done)and to help the agency decide whether an EIS is required. Instructions.for the applicants This environmental checklist asks you to describe some basic information about your proposal. Governmental agencies use this checklist to determine whether the environmental impacts of your proposal are significant, requiring preparation of an EIS.Answer the questions briefly with the 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 knovtw"or"does not apply'.Complete answers to the questions now may avoid unnecessary delays later. Some questions ask about govemmental regulations such as zoning, shoreline and landmark designations.Answer these questions if you can. If you have problems, the governmental agencies can assist you. The checklist questions apply to all parts of your proposal even if you plan to do them over a period of time or on different parcels of land. Attach any additional information that will help describe your proposal or its environmental effects.The agency to which you submit this checklist may ask you to explain your answers or provide additional informa ' reasonably related to determining if there may be significant adverse impacts. D E © / / \ 7 V D JUL 0 5 2005 Check out the DDES Web site at www.metrokc.00v/ddes K.C. D.D.E.S. SEPA Checklist lo-ckl-SEPA.pdf 05/28/03 Page 1 of 19 L 05 too ,3 t t I A. Background 1. Name of the proposed project, if applicable: Viewpoint 2.Name of applicant: 5atwant 5ingh 3.Address and phone number of applicant and contact person: 5atwant 5ingh Ale ©Cramer NW 15506 240th 5treet 945 N Central #104 Denton WA 98042 Kent WA 98032 206-591-5511 253-852-4880 4. Date checklist prepared: Wednesdaq, June 22, 2005 5. Agency requesting checklist: Planning, Land Use Services 6. Proposed timing or schedule (including phasing, if applicable): Not applicable 7. Do you have any plans for future additions, expansion or further activity related to or connected with this proposal?If yes, explain. Not at this time 8. List any environmental information you know about that has been prepared, or will be prepared, directly related to this proposal. None Known 9. Do you know whether applications are pending for government approvals of other proposals directly affecting the property covered by your proposal? If yes, explain. - None Known Checkout the DDES Web site at www.metrokc.aov/ddes SEPA Checklist lo-ckl SEPA.pdf 05/28/03 Page 2 of 19 10. List any government approvals or permits that will be needed for your proposal, if known. Subdivision/ Leanduse Permit and Site ngineerinq Premit will be needed 11. Give brief complete description of your proposal, including the proposed uses and the size of the project and site. There are several questions later in this checklist that ask you to describe certain aspects of your proposal. You do not need to repeat those answers on this page. (Lead agencies may modify this form to include additional specific information on project description.) Proposed 18 I.ot plat, This site is approximately{ 6 acres and is currently{ vacant, The site is surrounded bq residential uses. 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. South of the intersection of 5 I92nd Street and 102 Ave The parcel #Is 0522059065, The site is located in the NW quarter of the NW quater of Section 5 Township 22 P nqe 5, Check out he DDES Web site at www.metrokc.aov/ddes SEPA Checklist lo-ckISEPA.pdf 05/28/03 Page 3 of 19 TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY B. Environmental elements 1. Earth a. General description of the site (circle or check one): Flat x] Rolling Hilly x] Steep slopes Mountainous Other . b.What is the steepest slope on the site(approximate percent of slope)? The site does contain slopes over 40% , the site will also contains a portion of approximatelu 15% slope which will be the construction site, c.What general types of soil are found on the site(i.e., clay, sand, gravel, peat, muck)? If you know the classification of agricultural soils, specify them and note any prime farmland. Al derwood Gravellu 5andu Loam CAgC) d. Are there surface indications or history of unstable soils in the immediate vicinity? If so describe. None Observed e. Describe the purpose,type and approximate quantities of any filling or grading proposed. Indicate source of fill. 10 be provided with final engineering. Check out the DDES Web site at www.metrokc.Qov/ddes SEPA Checklist lo-ckl-SEPA.pdf 05/28/03 Page 4 of 19 TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY • f. Could erosion occur as a result of clearing, construction or use? If so, generally describe, erosion 15 possible, Please see final engineering erosion and sediment control plan for protection measures . g. About what percent of the site will be covered with impervious surfaces after project construction (i.e., asphalt or buildings)? An estimated 1,65 acres of the site will be covered bq impervious surfaces, h. Proposed measures to reduce or control erosion or other impacts to the earth, if thy: None proposed at this itime; please refer to final engineering erosion and sedimentation plan for specifics 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? General dust, automobile and odor emissions could be present during construction. Quantities are not known, b. Are there any off-site sources of emissions or odor that may affect your proposal?If so, generally describe. None Known I Check out the DDES Web site at www.metrokc.00v/ddes SEPA Checklist lo-ckISEPA.pdf 05/28/03 Page 5 of 19 TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY c. Proposed measures to reduce or control emissions or other impacts to air, if any: None proposed 3.Water a. Surface: 1. Is there any surface water body on or in the immediate vicinity of the site (including year-round and seasonal streams, salt water, lakes, ponds, wetlands)? If yes, describe type and provide names. If appropriate state what stream or river it flows into. None Observed 2.Will the project require any work over, in or adjacent to (within 200 feet)the described waters? If yes, please describe and attach available plans. Not Proposed 3. Estimate the amount of fill and dredge material that would be placed or removed fiom surface water or wetlands and indicate the area of the site that would be affected. Indicate the source of fill material. Not applicable Check out the DDES Web site at www.metrokc.gov/ddes SEPA Checklist Io-ckl-SEPA.pdf 05/28/03 Page 6 of 19 TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY 4.Will the proposal require surface water withdrawals or diversions? Give general description, purpose and approximate quantities if known? None proposed 5. Does the proposal lie within a 100-year floodplain?If so, note location on the site plan. No 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. None Proposed 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. None proposed at this time. please see final encineerinq plans, 2. Describe waste material that will be discharged into the ground from septic tanks or other sources, if any (i.e., domestic sewage; industrial, containing the following chemicals:...; agricultural; etc.) Describe the general size of the system, the number of such systems, the number of houses to be served(if applicable), or the number of animals or humans the system(s)are expected to serve. None proposed Check out the DDES Web site at www.metrokc.gov/ddes SEPA Checklist lo-ckl-SEPA.pdf 05/28/03 Page 7 of 19 TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY c. Water runoff(including stormwater): 1. Describe the source of runoff(including stormwater) and method of collection and disposal, if any. Include quantities, if known. Where will this water,flow?Will this water flow into other waters? if so, describe. • 5tormwater appears to be the primaru source of runoff. According to the Level I perforated stubout connections from the lots conveu runoff from the Site to the raodside drainage su5tem, runoff will then be routed to the onstIe detention facilitu and released ti an energu dissipater wher it converges with the nearbu creek, 2. Could waste materials enter ground.or surface waters? If so, generally describe. Not anticipated d. Proposed measures to reduce or control surface, ground and runoff water impacts, if any: Measures will meet mir, countu requirements, Please refer to final Site engineering) review, 4. Plants a. Check or circle types of vegetation found on the site: X] Deciduous tree: alder, maple, aspen, other X] Evergreen tree: fir, cedar, pine, other Shrubs Grass X] Pasture Crop or grain Wet soil plants: cattail, buttercup, bullrush,skunk cabbage, other Check out the DDES Web site at www.metrokc.uov/ddes SEPA Checklist lo-ckl-SEPA.pdf 05/28/03 Page 8 of 19 TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY b.What kind and amount of vegetation will be removed or altered? Unkown at this time, pl ease refer to engineering clearing and grading plan c. List threatened or endangered species known to be on or near the site. None Observed d. Proposed landscaping, use of native plants or other measures,to preserve or enhance vegetation on the site, if any: None proposed at this time 5.Animals a. Check or circle any birds and animals which have been observed on or near the site or are known to be on or near the site: Birds: hawk, heron,eagle, songbirds, other Mammals: deer, bear, elk, beaver, other Fish: bass, salmon,trout, herring, shellfish, other b. List any threatened or endangered species known to be on or near the site. None '0bserved c. Is the site part of a migration route? If so, explain. I Unknown Check out he DDES Web site at www.metrokc.Qov/ddes SEPA Checklist Io-ckl-SEPA.pdf 05/28/03 Page 9 of 19 TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY d. Proposed measures to preserve or enhance wildlife, if any: None proposed 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. Flectricitq will be used for Illumination and Heating, Natural Gas will also be used for heating b.Would your project affect the potential use of solar energy by adjacent properties?If so, generally describe. Not mown 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: None Proposed Check out he DDES Web site at www.metrokc.pov/ddes SEPA Checklist Io-ckISEPA.pdf 05/28/03, Page 10 of 19 TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY 7. Environmental health a. Are there any environmental health hazards, including'exposure to toxic chemicals, risk of fire and explosion, spill or hazardous waste that could occur as a result of this proposal? If so, describe. Not known, none proposed 1. Describe special emergency services that might be required. Not Known 2. Proposed measures to reduce or control environmental health hazards, if any: None Proposed b. Noise 1.What types of noise exist in the area which may affect your project(i.e., traffic, equipment, operation, other)? None Known 2.What types and levels of noise would be created by or associated with the project on al short-term or long-term basis (i.e., traffic, construction, operation,other)? Indicate what hours noise would come from the site. General Construction noise and traffic cluing business hours 15 anticipated, Check out the DDES Web site at www.metrokcmov/ddes SEPA Cheddist Io-ckI-SEPA.pdf 05/28/03 Page 11 of 19 TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY 8. Land and shoreline use a.What is the current use of the site and adjacent properties? 5ing1e Familu he5lder tial b. Has the site been used for agriculture? If so, describe. Not known c. Describe any structures on the site. There are no 5tnucture5 on site d. Will any structures be demolished? If so, what? None Fropo5ed e.What is the current zoning classification of the site? 1?-6-5O f. What is the current comprehensive plan designation of the site? UM g. If applicable, what is the current shoreline master program designation of the site? Not A7plicable Check out the DDES Web site at www.metrokc.gov/ddes SEPA Checklist Io-ckl-SEPA.pdf 05/28/03 Page 12 of19 TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY h. Has any part of the site been classified as an"environmentally sensitive"area? If so, specify. Yes, there is steep slopes to the south of the site i. Approximately how many people would reside or work in the completed project? Average of 3e people will reside in the completed project j. Proposed measures to avoid or reduce displacement impacts, if any: None proposed k. Proposed measures to ensure the proposal is compatible with existing and projected land uses and plans, if any: Project is being proposed consistant with all zoning and development regulations, 9. Housing a.Approximately how many units would be provided, if any? Indicate whether high, middle or low-income housing. After plat completion, 18 middle income units proposed' b.Approximately how many units, if any,would be eliminated? Indicate whether high, middle or low-income housing. No units will be eliminaton i Check out the DDES Web site at www.metrokc._gov/ddes SEPA Checklist lo-ckl-SEPA.pdf 05/28/03 Page 13 of 19 TO BE COMPLETED BY APPUCANT EVALUATION FOR AGENCY USE ONLY c. Proposed measures to reduce or control housing impacts, if any: None proposed 10.Aesthetics a.What is the tallest height of any proposed structure(s), not including antennas? at is the principal exterior building material(s)proposed? Approximate height not known. All structures built will be compliant with all building and development codes, b.What views in the immediate vicinity would be altered or obstructed? None Known c. Proposed measures to reduce or control aesthetic impacts, if any: None proposed 11. Light and glare a.What type of light and glare will the proposal produce?What time of day would it mainly occur? Porch and street lighting will be present in the completed project for the evening hours, b. Could light or glare from the finished project be a safety hazard or interfere with views? Not Anticipated Check out he DDES Web site at www.metrokc.gov/ddes SEPA Checklist lo-ckl-SEPA.pdf ; 05/28/03 Page 14 of 19 it TO BE COMPLETED BY APPLICANT!EVALUATION FOR AGENCY USE ONLY c. What existing off-site source of light or glare may affect your proposal? I None Known d. Proposed measures to reduce or control light and glare impacts, if any: None proposed 12. Recreation a.What designated and informal recreational opportunities are in the immediate vicinity? There are several arks I/p In a mile of'site; 5pringbrook Park Clevland Park b.Would the proposed project displace any existing recreational uses? If so, describe1 No recreation uses will be displaced c. Proposed,measures to reduce or control impacts on recreation, including recreation opportunities to be provided by the project or applicant, if any: PPecreation tract to be included in site design for project residents Check out the DDES Web site at www.metrokc.aov/ddes SEPA Checklist Io-ckI-SEPA.pdfl 05/28/03 Page 15 of 19 Il I 1 . II TO BE COMPLETED BY APPLICANT I EVALUATION FOR AGENCY USE ONLY i 13. Historic and cultural prese Ii ation a.Are there any places or objects,llisted on,or proposed for national, state or local preservation registers known to be on or next to the site? If so, generally describe. None Known b.Generally describe any landmarks or evidence of historic, archaeological, scientific oi.cultural importance known to be on or next to the site. None Cnown c. Proposed measures to reduce or control impacts, if any: None Proposed 14. Transportation a. Identify public streets and highways serving the site, and describe proposed access to the existing street system. Show on site plans, if any. 5 192nd 5freet and 11O2nd Ave 5 b. Is site currently served by public transit? If not, what is the approximate distance to the nearest transit stop? Nearest fransit 5top I pp roximately I mile on 192nd 5rreet Check oat the DDES Web site at www.metrokc.gov/ddes SEPA Checklist lo-ckl-SEPA.pdf II 05/28/03 Page 16 of 19 TO BE COMPLETED BY APPLICANT I EVALUATION FOR AGENCY USE ONLY 1 c. How many parking spaces would thelcompleted project have?How many would the project eliminate? 36 parking spots anticipated No spaces proposed to be liminated 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). Public road anticipated to extend to serve the site, improvements will be to countq requirements, 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 Iday would be generated by the completed project?If known, indicate when peak volumes would occur. fq{pical 12 trips, on average anticipated during 1-9 AM and 4-I6 I M g. Proposed measures to reduce orcontroltro transportation impacts, if any: Appropriate mitigation fees will be paid i I Check out the DDES Web site at www.metrokc.gov/ddes PageSEPAChecklistlo-ckl-SEPA.pdf;05/28/03 Pa 9 I I I I r TO BE COMPLETED BY APPLICANT EVALUATION I FOR AGENCY I USE ONLY I 15. Public services a.Would the project result in an increased need for public services i.e., fire protection, police protection, health care, schools, other)? If so,generally describe. I Yes, slight Increase In residential public services (fire, police, health care, schools, etc.) b. Proposed measures to reduce or control direct impacts on public services, if.any: Appropriate taxes are anticipated to be paid as a means to control impacts, 16. Utilities a. Check or circle utilities currently available at the site: X] Electricity Natural gas X]Water Refuse service Telephone Sanitary sewer Septic system Other b. Describe the utilities thlat are proposed for the project, the utility providing the service and the general construction activities on the site or in the immediate vicinity which might be needed. lectric ty and Water anticipated to be used during construction, Finished homes will utilize electricity, natural gas, water, refuse, telephone, sewer, and cable. i Check out the DDES Web site at www.metrokc.gov/ddes SEPA Checklist lo-ckl-SEPA.pdf 05/28/03 Page 18 of 19 i 1 I a C. Signature The above answers are true and complete to the best of my knowledge. I understand that the lead agency is relying on them to make its decision. Signature: .og,f.11 C l l d://,/,, Date submitted: . I Check out the DDES Web site at www.metrokc.nov/ddes SEPA Checklist lo-ckl-SEPA.pdf j 05/28/03 Page 19 of 19 I I 1 SEPA COpy 3388200150/L05P0013 3388200140/L05P0013 7941200110/L05P0013 ABBOTT MIKE E BADER PATRICK J+DELORES B BARUSO MICHAEL A+DEBRA M 19261 99TH PL S 19249 99TH PL S 19267,98TH AV S RENTON WA 98055 RENTON WA 98055 RENTON WA 98055 7941200130/L05P0013 0522059136/L05P0013 0522059137/L05P0013 BERGAN GARY BURTON OLLIE J BURTON ROBERT E 10218 1ST AV SW 11007 E 196TH 19226 102ND AV SE SEATTLE WA 98146 RENTON WA 98055 RENTON WA.98055 3388200030/L05P0013 ' 7931000123/L05P0013 7931000126/L05P0013 CHU QUOC BAO+KHANH K PHAM CITY OF RENTON CITY OF RENTON 19230 99TH PL S 1055 S GRADY WY 1055 S GRADY WY RENTON WA 98055 RENTON WA 98055 RENTON WA 98055 7931000125/L05P0013 . 05 2059009/LO5P0013 0522059304/L05P0013 CITY OF RENTON CIi Y OF RENTON CITY OF RENTON 1055 S GRADY WY • 1055 S GRADY WY 1055 S GRADY WY RENTON WA 98055 RENTON WA 98055 RENTON WA 98055 0522059010/L05P0013 PL33/L05P0013 PL50/L05P0013 CITY OF RENTON CITY OF RENTON CITY OF RENTON. 1055 S GRADY WY ECONOMIC DEVELOPMENT DIVISION DEVELOPMENT SERVICES DIVISION RENTON WA 98055 1055 SOUTH GRADY WAY 1055 SOUTH GRADY WAY RENTON WA 98055 RENTON WA 98055 3388200130/L05P0013 PL18/L05P0013 3388200160/L05P0013 COVAL ROBERT L+MALLIKA EDWARD WHITE FREED PHYLLIS E 19239 99TH PL S KENT ENGINEERING DEPT 19341 99TH PL S RENTON WA 98055 220 4TH AVE S RENTON WA 98055 KENT WA 98032 SD9/L05P0013 7931000120/L05P0013 7941200140/L05P0013 G;,ANDERSON, PLANT&FACILITIES v T SCHOOL DISTRICT#415 GALLAGHER DONALD GUZMAN JANELLE 12033 SE 256TH ST t 19225 TALBOT RD S 19242 98TH AV S KENT WA 98031 RENTON WA 98055 RENTON WA 98055 7941200190/L05P0013 0 22059045/L05P0013 PL19/L05P0013 HUNGERFORD CHARLES+SANDRA JWO LLC KENT PLANNING DEPT 19231 98TH PL S 11711 SE 8TH ST#310 220 4TH AVE S RENTON WA 98055 BELLEVUE WA 98005 KENT WA 98032 3388200080/L05P0013 931000122/L05P0013 7941200200/L05P0013 LANPHERE JAMES G+MINH THI LANPHERE JAMES G+MINH THI LEE LENNY L 19414 99TH PL S • 19414 99TH PL S 19237 98TH PL S RENTON WA 98055 RENTON WA 98055 RENTON WA 98055 3388200120/L05P0013 ' S 7941200220/L05P0013 7941200150/L05P0013 LEWIS MARK S+KRISTI S LINK MICHAEL S+WILLA J MAI DON 19229 99TH PL S 19249 98TH PL S 19236 98TH AV S RENTON WA 98055 RENTON WA 98055 RENTON WA 98055 3388200010/L05P0013 3388200020/L05P0013 3388200110/LO5P0013 NANN SOPHAT H+SOVANNA LINDA PADDA GURDEV PETERSON LINDA G+JOSEPH 19210 99TH PL S 19218 99TH PL S 19219 99TH PL S RENTON WA 98055 RENTON WA 98055 RENTON WA 98055 3388200060/L05P0013 , 7941200210/L05P0013 3388200040/L05P0013 REAR LOIS , REYRAO ROWENA LILY BEL P RILEY RANDY J 19260 99TH PL S 19243 98TH PL S 19240 99TH PL S RENTON WA 98055 RENTON WA 98055 RENTON WA 98055, 0522059240/L05P0013 05 2059046/L05P0013 0522059339/L05P0013 RUTH JOHN W RUTH JOHN W+SAUNDRA J SCHMELZER JEROME J+MARTHA J 19406 102ND AV SE 19406 102ND AV SE 19218 102ND AV SE RENTON WA 98055 RENTON WA 98055 RENTON WA 98055 7931000144/L05P0013 0522059077/L05P0013 0522059085/L05P0013 SINGH HARCHAND ET AL SOJGH HARCHAND+ANGREJ LAUR SINGH SATWANT 13955 INTERURBAN AV S#A 19225 102ND AV SE 24419 105TH PL SE TUKWILA WA 98168 RENTON WA 98055 KENT WA 98030 7941200180/L05P0013 7941200120/L05P0013 0522059043/L05P0013 TRAPP HARRY D+AGNES T'T+NDALL RACHEL D UYETA WAYNE&JANE 19223 98TH PL S 1 271 98TH AV S 19220 102ND AV SE RENTON WA 98055 RENTON WA 98055 RENTON WA 98055 L 0522059269/L05P0013 0522059042/L05P0013 3388200050/L05P0013 VISSER JAN H WRIGHT KENNETH J ZEMECK VIRGINIA M 19404 102ND•AV SE 10210 SE 196TH ST 19250 99TH PL S RENTON WA 98055 RENTON WA 98055 RENTON WA 98055 i 3388200150/L05P0013 3388200140/L05P0013 I7941200110/L05P0013 ABBOTT MIKE E BADER PATRICK J+DELORES B I I BARUSO MICHAEL A+DEBRA M 19261 99TH PL S 19249 99TH PL S 119267 98TH AV S RENTON WA 98055 RENTON' WA 98055 RENTON WA 98055 I` 1 7941200130/L05P0013 0522059136/L05P0013 0522059137/LO5P0013 BERGAN GARY BURTON OLLIE J BURTON ROBERT E 10218 1ST AV SW 11007 E 196TH 19226 102ND AV SE SEATTLE WA 98146 RENTON WA 98055 I RENTON WA 98055 I 3388200030/L05P0013 7931000123/L05P0013 7931000126/LO5P0013 CHU QUOC BAO+KHANH K PHAM CITY OF RENTON I i CITY OF RENTON 19230 99TH PL S 1055 S GRADY WY 1055 S GRADY WY RENTON WA 98055 RENTON WA 98055 RENTON WA 98055 J 7931000125/L05P0013 0522059009/L05P0013 10522059304/L05P0013 CITY OF RENTON CITY OF RENTON CITY OF RENTON 1055 S GRADY WY 1055 IS GRADY WY 1055 S GRADY WY RENTON WA 98055 I RENTON WA 98055 RENTON1 WA 98055 0522059010/L05P0013 1PL33/L05P0013 1 (P1.50/L05P0013 CITY OF RENTON CITYI OF RENTON CITY OF RENTON 1055 S GRADY WY ECONOMIC DEVELOPMENT DIVISION DEVELOPMENT SERVICES DIVISION RENTON WA 98055 1055,SOUTH GRADY WAY 1055 SOUTH GRADY WAY RENTON WA 98055 RENTON WA 98055 I 3388200130/L05P0013 PL1/L05P0013 3388200160/L05P0013 EDWARD WHITE COVAL ROBERT L+MALLIKA KENT ENGINEERING DEPT FREED PHYLLIS E 19239 99TH PL S I 19341 99TH PL S RENTON WA 98055 220 4TH AVE S RENTON WA 98055 KENT WA 98032 I I 1 SD9/L05P0013 7931000120/L05P0013 I7941200140/L05P0013 G.ANDERSON, PLANT&FACILITIES GALLAGHER DONALD GUZMAN JANELLE KENT SCHOOL DISTRICT#415 19225 TALBOT RD S 19242 98TH AV S 12033 SE 256TH ST RENTON WA 98055 RENTON WA 98055 KENT WA 98031 227941200190/L05P0013 i 05059045/L05P0013 i 1PL19/L05P0013 HUNGERFORD CHARLES+SANDRA JWO LLC KENT PLANNING DEPT 19231 98TH PL S 11711 SE 8TH ST#310 220 4TH AVE S RENTON WA 98055 BELLEVUE WA 98005 KENT WA 98032 l 3388200080/L05P0013 7931000122/L05P0013 7941200200/L05P0013 LANPHERE JAMES G+MINH THI LANPHERE JAMES G+MINH THI LEE LENNY L 19414 99TH PL S 19414 99TH PL S 19237 98TH PL S RENTON WA 98055 RENTON WA 98055 RENTON WA 98055 r 3388200120/L05P0013 7941200220/L05P0013 17941200150/L05P0013 1 LEWIS MARK S+KRISTI S LINK MICHAEL S+WILLA J I MAI DON 19229 99TH PL S 119249 98TH PL S 19236 98TH AV S RENTON WA 98055 I RENTON WA 98055 i RENTON WA 98055 I s s'°, s s S s S s 5 Os, S s, S C ds p`3°- 9 P`6' s s S J, 5 P, S LPs s Ps s LP S Ps LPS s LPS°- S 5 LPs°- s LPs s LP s P`6' S B S s, S vNs S JO' s oz* vs 6 s v6, 5 3388200010/L05P0013 338 200020/L05P0013 1! 13388200110/L05P0013 NANN SOPHAT H+SOVANNA LINDA PADDA GURDEV 1 'PETERSON LINDA G+JOSEPH I 19210 99TH PL S 19218 99TH PL S r 119219 99TH PL S RENTON WA 98055 RENTON WA 98055 RENTON WA 98055 1 j 3388200060/L05P0013 7941200210/L05P0013 3388200040/L05P0013 REAR LOIS REYRAO ROWENA LILY BEL P 1 RILEY RANDY J I 19260 99TH PL S 19243 98TH PL S 19240 99TH PL S RENTON WA 98055 RENTON WA 98055 RENTON WA 98055 0522059240/L05P0013 10522059046/L05P0013 10522059339/L05P0013 RUTH JOHN W RUTH JOHN W+SAUNDRA J 1 SCHMELZER JEROME J+MARTHA J 19406 102ND AV SE 194106 102ND AV SE 19218 102ND AV SE RENTON WA 98055 RENTON WA 98055 RENTON WA 98055 1 l 7931000144/L05P0013 0522059077/L05P0013 10522059085/L05P0013 SINGH HARCHAND ET AL SINGH HARCHAND+ANGREJ LAUR SINGH SATWANT 13955 INTERURBAN AV S#A 191225 102ND AV SE 24419 105TH PL SE TUKWILA WA 98168 RENTON WA 98055 KENT WA 98030 I 7941200180/L05P0013 7941200120/L05P0013 I0522059043/L05P0013 TRAPP HARRY D+AGNES T TYNDALL RACHEL D I UYETA WAYNE&JANE 19223 98TH PL S 19271 98TH AV S i ,19220 102ND AV SE RENTON WA 98055 RENTON WA 98055 RENTON WA 98055 1 l I 0522059269/L05P0013 0522059042/L05P0013 1 3388200050/L05P0013 VISSER JAN H I WRIGHT KENNETH J ZEMECK VIRGINIA M 19404 102ND AV SE 10210 SE 196TH ST 19250 99TH PL S RENTON WA 98055 RENTON WA 98055 I RENTON WA 98055 1 1 I I t 1 1 1 1 I 1 1 00- 9 00- 9 s, s e'°, s s, s s s s, s s s os3°- 9• LP S 3\' S vNee' s LP S LP S LP S PS P S LPS°- S 10-S LP' oz5evs S A Auburn) FD31 Kent) FD37 Fire Protection Dist #31 Fire Protection Dist#37 1101DStNE 24611 - 116thAvSE Auburn WA 98002-4025 Kent WA 98031 MS: KSC-NR-0600 7 MS: KSC-TR-0431 KC27 Water&Land Res. Div Gary Kriedt King County Dept. of Natural Res. KC Metro Envirn. Planning Steve Foley LI11 1123 Covington Library Kent Regional Library 27100 - 164th Av SE 212 - - 2ndAvN Kent WA 98042 Kent WA 98032-4482 Documents Dept. Librarian LI24 LI36 King County Library System Renton Library 960 Newport Way NW 100 Mill Av S Issaquah,WA 98027 Renton WA 98055 for Planning Water&Sewage Usage) PL2 ATM: Edward White PL18 Auburn Planning/Comm Dev Dept Kent Engineering Dept 25WMainSt 220 -4thAvS Auburn WA 98002 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 B. Poldevart, Dep Superindent SD1 Clinton G. Marsh, Director Fac. &Const. Dept SD9 Auburn School District# 408 ; Kent School District# 415 915 -4th St NE 12033 SE 256th St. Bldg B Auburn' WA 98002 Kent WA 98031-6643 R. Stracke, Facilities &Ping SD13 Administrator SE5 Renton School Dist# 403 Kent Sewer Utility 1220 N 4th St 220 -4th Av S Renton WA 98055 Kent WA 98032 Environmental Review Section ST2 Habitat Biologist, Rod Malcom TR1 WA State Dept of Ecology Muckleshoot Indian Tribe PO Box 47703 39015 - 172nd Av SE Olympia WA 98504-7703 Auburn WA 98002 Russ Ladley, Fisheries Biologist TR2 V TR3 Puyallup Tribe Snoqualmie Tribe 6824 Pioneer Wy E PO Box 280 Puyallup WA 98371 Carnation WA 98014-0280 Fisheries Habitat/Environment TR5 Richard Young TR4 Suquamish Indian Tribe Tulalip Tribe PO Box 498 7615 Totem Beach Rd Suquamish WA 98392 Marysville WA 98271 WD3 WD12 Auburn Water Dept Cedar River Water/Sewer Dist 25 W Main St 18300 SE Lk Youngs Rd Auburn WA .98002 Renton WA 8058-9799 Public Works Dtr WD23 City of Renton, Public Works Dept. WD32 l Kent Water Dist Development Services Div. 220 .4th Av S 1055 South Grady Way Kent WA. 98032 Renton WA 98055 WD41 WD55 Soos Creek Water/Sewer Dist Water Dist#90 PO Box 58039 . 15606 SE 128th St Renton WA 98058-1039 Renton WA 98059-8522 WD57 WD58 Coal Creek Utility District Water Dist #111 6801 132nd Place SE 27224 - 144th Av SE Newcastle, WA 98059 Kent WA 98042-9058 WA State Dept. of Wildlife WA State Dept. of Wildlife 16018 Mill Creek Blvd. Habitat Mgmt. Division Mill Creek, WA 98012 P.O. Box 43155 Olympia, WA 98504-3155 WA State Dept. of Ecology WSDOT NW Region NW Regional Office SnoKing Area MS-240 3190 - 160th Ave SE 15700 Dayton Ave No. Bellevue, WA 98008-5452 PO Box 330310 Seattle, WA 98133-9710 WA St. Ecology Dept/WQSW Unit Roger Dorstad Linda Matlock PO Box 375 PO Box 47696 Redmond, WA 98073 Olympia, WA 98504-7696 Eleanor Moon KC Executive Horse Council 12230 NE 61st Kirkland, WA 98033 1 I Auburn) FD31 I.Kent) FD37 ' Fire Protection Dist#31 Fire Protection Dist #37 1101 D St NE 24611 - 116th Av SE Auburn WA 98002-4025 Kent WA 98031 f MS: KSC-NR-0600 1 MS: KSC-TR-0431 KC27 ` Water&Land Res. Div Gary Kriedt King County Dept. of Natural Res. KC Metro Envirn. Planning Steve Foley Lill LI23 1 Covington Library Kent Regional Library 27100 - 164th Av SE 212 - - 2nd Av N Kent WA 98042 1 Kent WA 98032-4482 Documents Dept. Librarian LI24 I LI36 King County Library System Renton Library 960 Newport Way NW 100 Mill Av S Issaquah, WA 98027 Renton WA 98055 I I for Planning Water&Sewage Usage) PL2 ATTN: Edward White PL18 ` Auburn Planning/Comm Dev Dept Kent Engineering Dept 25 W Main St 220 -4th Av S Auburn WA 98002 Kent WA 98032 PL19 City of Renton PL33 K Kent Planning Dept Economic Development Dept. 220 -4th Av S 1055 S. Grady Way Kent WA 98032 Renton WA 98055 B. Poldevart, Dep Superindent SD1 Clinton G.Marsh, Director Fac. &Const. Dept SD9 Auburn School District# 408 Kent School District# 415 915 -4th St NE 12033 SE 256th St. Bldg B Auburn WA 98002 Kent WA 98031-6643 R. Stracke, Facilities &Ping SD13 Administrator SE5 Renton School Dist # 403 Kent Sewer Utility 1220 N 4th St 220 - 4th Av S Renton WA 98055 Kent WA 98032 Environmental Review Section ST2 Habitat Biologist, Rod Malcom TR1 WA State Dept of Ecology Muckleshoot Indian Tribe PO Box 47703 39015 - 172nd Av SE Olympia WA 98504-7703 1 Auburn WA 98002 Russ Ladley, Fisheries Biologist TR2 TR3 Puyallup Tribe 1 Snoqualmie Tribe 6824 Pioneer Wy E PO Box 280 Puyallup WA 98371 Carnation WA 98014-0280 I LPCS- s P s P s P s P S P Vs LP S 03°- S P' S P` v9 LP s LPS s P``, s vP3°- S P S P s LP S 00-S LPS s LP s LP' s P S Pg LS P°'- S L L L i Fisheries Habitat/Environment TR5 f' Richard Young TR4 Suquamish Indian Tribe I Tulalip Tribe PO Box 498 7615 Totem Beach Rd 1 Suquamish WA 98392 Marysville WA 98271 I WD3 t WD12 1 Auburn Water Dept Cedar River Water/Sewer Dist 25 W Main St 18300 SE Lk Youngs Rd Auburn WA 98002 Renton WA 8058-9799 i 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 I Water Dist#90 PO Box 58039 i 15606 SE 128th St Renton WA 98058-1039 I Renton WA 98059-8522 WD57 WD58 Coal Creek Utility District Water Dist #111 6801 132nd Place SE 27224 -.144th Av SE Newcastle, WA 98059 1 Kent WA 98042-9058 WA State Dept. of Wildlife i WA State Dept. of Wildlife 16018 Mill Creek Blvd. Habitat Mgmt. Division Mill Creek, WA 98012 P.O. Box 43155 Olympia, WA 98504-3155 1 WA State Dept. of Ecology 1 WSDOT NW Region NW Regional Office 1 SnoKing Area MS-240 3190 - 160th Ave SE 1 15700 Dayton Ave No. Bellevue,WA 98008-5452 PO Box 330310 Seattle, WA 98133-9710 WA St. Ecology Dept/WQSW Unit I Roger Dorstad Linda Matlock I PO Box 375 PO Box 47696 1 Redmond, WA 98073 Olympia, WA 98504-7696 Eleanor Moon KC Executive Horse Council 12230 NE 61st Kirkland, WA 98033 i f 11 1 I t. 00-9 0.9 5 P3 S LPS S p`S\' S p`0' S LPS*\- S LPS S 6' S PS LS S- S 5 P` L LP 0,s3 - 5 PS S PS, S PS LS L 2 Laureen M. Nicolay From: Jennifer T. Henning Sent: Wednesday,August 22, 2012,9:53 AM " To: Rocale Timmons; Laureen'M. Nicolay Cc: • Jan Illian Subject: RE:Viewpoint County Preliminary Plat File- LUA09-106 assigned to Rocale today-Current Status is 'Pending' If this project looks like it's starting to move, I'd like for us to meet with the applicant to explore'what is possible under City zoning and regulations..they may be open to it as they would have flat fees rather than the hourly billing at County rates. From: Rocale Timmons Sent: Wednesday, August 22, 2012 8:12 AM To: Laureen M. Nicolay Cc: Jennifer T. Henning; Jan Illian. Subject: RE: Viewpoint County Preliminary Plat File - LUA09-106 assigned to Rocale today- Current Status is 'Pending' Not a question for me. Rocale T. i From: Laureen M. Nicolay Sent: Tuesday, August 21, 2012 5:21 PM To: Rocale Timmons Cc: Jennifer T. Henning; Jan Illian Subject: FW: Viewpoint County Preliminary Plat File - LUA09-106 assigned to Rocale today- Current Status is 'Pending' A potential buyer of this plat came in and asked to see this_pending project file. We just located the file today evidently. Jennifer just assigned it to you. Seems we have not done anything with the project application since the County transferred it to us(see below) prior to making a decision on the application. Should,we close this one out if the customers do not wish to pay County billing rates to complete it? From: Laureen M. Nicolay Sent: Thursday, September 10, 2009 10:06 AM To: Jennifer T. Henning; Kayren K. Kittrick Cc: Stacy Tucker Subject: RE: Viewpoint County Preliminary Plat File - Pending Status - LUA09-106 Just dropped this one off with Stacy too. It's 12 lots(revised down from 18)with steep slopes and the north fork of Springbrook Creek on site. Sepa checklist, however, says no water on-site. ;Not sure%the;County evenaccepted this one as.compiete though they originally applied in 2005! From: Jennifer T. Henning Sent: Wednesday, September 09, 2009 5:27 PM To: Laureen M. Nicolay; Stacy Tucker Cc: Kayren K. Kittrick Subject: RE: Alder Heights County Preliminary Plat File- Pending Status - LUA09-105 Stacy/Kayren, Can we meet on Thursday and nail down the assignments for the King County Projects that need to get moving? 1 From: Laureen M. Nicolay Sent: Wednesday, September 09, 2009 4:27 PM To: Stacy Tucker Cc: Jennifer T. Henning; Kayren K. Kittrick Subject: Alder Heights County.Preliminary Plat File- Pending Status - LUA09-105 I left you one more for routing and,it needs planner/plan reviewer assignments. . . Laureen M. Nicolay . From: Jennifer T. Henning Sent: Tuesday, AuguSt 21, 2012 4:17 PM To: Laureen M. Nicolay Subject: RE: LUA08-006 HONEY CREEK VIEW FINAL PLAT Needs to be officially expired and needs new planner assigned Viewpoint will go to Rocale; and Honey Creek View Estates Final Plat can go to me. From: Laureen M. Nicolay Sent: Tuesday, August 21, 2012 4:14 PM To: Jennifer T. Henning Subject: RE: LUA08-006, HONEY CREEK VIEW FINAL PLAT Needs to be officially expired and needs new planner assigned Okay,good. Who will get Viewpoint instead of Angie?And who for Honey Creek Final Plat? I will update the computer, once I know. Thanks From: Jennifer T. Henning Sent:Tuesday, August 21, 2012 3:01 PM To: Laureen M. Nicolay • Subject: RE: LUA08-006, HONEY CREEK VIEW FINAL PLAT Needs to be officially expired and needs new planner assigned Angie has the Viewpoint file. lung uounLy, w asnmgwn r a.gc 1 HOME NEWS SERVICES DIRECTORY CONTACT KbgCotaty Department Of Development & Environmental Services Ntrass at sour sen'roe DDES Rogister for an Account I Login Permit information Search by address,parcel,people,or permit numbers to the right. • FAQ 4f {..... Maps&property research Home Building Engineering Fire Licenses Planning more-. Forms&publications Codes,policies&growth management Search Results Code Enforcement Your search for'L05P0013'returned the following results. Business licenses Explore by Category:Records61 About/contact us r• ii Records I All Records DOES You can enter part or all of a RecOrd Number to find a specific Record,search by permit type,and date range. 900 Oakesdale Ave.S.W. Renton,WA 98057-5212 Showing 1-3 of 31 Download results Map Date Openod Record Number Record Type Module Description Protect Name Address Status 06/22/2000 LOPV0060 EilgineeringNanance Engineering Near 192nd St& LO6V0060 Transferred-Other Jurisdiction Phone:206-296-6600 Adjustment/Drainage 102nd Ave SE -205P0013 TTY Relay:711 Adjustment/NA Renton Wa 08!22/2006 L06V0061 EngineeringNanance Engineering 052205-9085 L08V0061 Permit Completed Service Center hours: A IjustmenURoad L.05P0013 Variance/NA Monday to Friday, 07/05/2005 LO5P0013 Planning/Piat/NA/NA Planning VIEWPOINT 18 VIEWPOINT Transferred-Other Jurisdiction Hours LOTS/NWN2 05• 22-05 Hometitle="Search the County Web site">Search Links to external sites do not constitute endorsements by King County.By visiting this and other King County web pages,you expressly agree to be bound by terms and conditions of the site CO 2012 King County https://aca.accela.com/kingcounty/ I 08/22/2012 V111111G oucuu 1 oL i\Gpull Ii asp. 1 w. HOME I NEWS I SERVICES I DIRECTORY I CONTACT I I_Search J King County DDES Always ety'cvr vice King County Department of Development and Environmental Services t Yau'r r% DDES. Pe 'it information a>Online erim'it search>,P rn. it at a"° N y ..- y..1 .. p. T: RENDkY S EMAP' DDESfi I m Permit at a GlancePermipiformation ~c; •' bet tarteg Enter permit or Parcel ID number(PIN):I_ r _ i 4 ermit ' ^IL05P0013 r or file number: 6-10 digits,e.g.,2123069016} SUbMIt 43"4 71 4 k:tits` Title I Permit routing i Building inspection I Comments I Related permit activitiesgw Publenottees;.. Title TO TOP v CnS.. x , t10- 4' S ,bi. ' r 1 Details of the permit itself Status definitions f.eco :41)er •1 r0PRI' Permit Information Contact Information 0:Wi n ry4 perthitf aIti,rbi „* Project No: L05P0013 Applicant:SINGH,SATWANT Reports Status: RET/WCI Applicant 13306 SE 240TH ST Title:iVIEWPOINaddress: KENT, 9 042 Billing notes T.................... ................. - A WA s~ Permit type: Assigned Category descri tionsm ,M YP KOLA BWHI I 9 ry P staff: ._..— Status definitions • r Contractor: Permit routing definitions Applied/Opened:07/05/2005 Contractor i 'Search tool improvement address: r`llx ''Si Ex iration Date:,ec i teret P. ..........t Site Information s , G _ , Completed Date:, i FAC1 - , - No. Lots:j18 Maps'&property research ...i Valuation:$0.00 Description: 18 LOT PLAT OF 0. .. ._...................._..__._..............._........ e!° Location&RN orGs B pu licatians <•..,;ti+ VIEWPOINT a Juris.: Codes' olicies&, rowthrLpg Community SOOS CREEK manageme#ntry %' ": ,.;_` Plan: CodeEn#arce 1 b info metr: . t _ Comp Plan:GRNBLT/SEPARATOR e k'PFr Mahag Owner SINGH HARCHAND ET_AL Parcel No:0522059085(Link to ParcelCusines6cen.m Viewer Map) A otit/Sc ntact *• .,. Link to: Property Report Districts Site map- , Report iMap I'Permit routing TO TOP t! Building inspection function status TO TOP Comments TO TOP isKeyworda,................_..._._...................._._._.__......__...._..........._........._1 ...,Search'keytivord" 1 PermitsPlus TRIPLETfS 7/5/2005 PAYMENT MADE IN THE AMOUNT OF$30,000.00 W/CHECK#2576. TRIPLE1 TS 7/5/2005 PROCESSED AND ROUTED TO CURRENT PLANNING. ROGERSCA 7/8/2005 File information routed 7/8 to Chad Tibbits,engineering, survey,traffic,wetlands,geo,WRLD,fire,school, addressing&records. TIBBITSC 7/14/2005 application incomplete; letter requesting additional http://info.kingcounty.gov/property/permits/PermitGlance/(S(r l mt2dawu52nfabgfxsbdi3r... 08/28/2009 V111111G L7G0.1 G11 CX.1\GjJV1L information sent on 7/14/05;deadline to submit information October 13,2005; MUDDB 8/10/2005 FIRE ENGINEERING APPROVAL IS GRANTED SUBJECT TO REQUIREMENTS OUTLINED IN THE FENG FILE LOCATED IN THE LUSD FOLDER ON THE S"DRIVE. GOLLS 8/23/2005 submittal pkg from Cramer NW to C.Tibbits rcvd 1st floor drop-off 8/22/05 late in day and picked up and routed to C.Tibbits 8/23/05 ROGERSCA 9/16/2005 Notice of Complete application and posting package sent 9/16/05 to Cramer NW; application considered complete a/o 9/6/05. Legal ads emailed to the Seattle Times and KC Journal for publ.on 9/22; NOA being mailed 9/29 to 500ft.parcels and STR agencies. Notice posted to the DDES web page. ROGERSCA 10/3/2005 Updated plat maps routed 10/3 to engineering,traffic, survey,wetlands,geo,WRLD. ROGERSCA 10/3/2005 Affidavit of posting for application received 9/29/05; property posted 9/28 SIMMONSP 11/1/2005 Sent Survey comments to planner.The plotted boundary does not match the legal description by 30 feet. TIBBITSC 1/19/2006 request for additional/corrected information sent to the applicant on this date 1/19/06;deadline for submitting the information is 3/20/06;clocks still off from the orginal fire comments; TIBBITSC 1/19/2006 spoke with Ale Konelis on 10/10/05;requested the applicant address the issues of Fire District 37; application was on hold waiting for this information;see Larry Rabel email in file dated September 30,2005 requesting denial of the application;clocks updated on 1/19/06 to reflect this request; WESTLAR 5/1/2006 No addl geotechnical review is needed prior to preliminary approval.Approved GILLENN 6/27/2006 Type N stream located well within steep slope tract, development is 300 to 180 feet from stream, emailed planner no special stream conditions needed for plat report or SEPA. File to Trudy no need to hang onto my file. TIBBITSC 7/7/2006 applicant submitted additional/corrected information on 6/21/06; routed to staff this date 7/7/06;scheduled screening meeting for 8/8/06;called applicant to request that site plans be submitted on 24X36 page;clock will not be turned on until this site plan is recieved; ROGERSCA 7/13/2006 Package received 7/11/06 from Cramer NW; routed 7/13 to Chad Tibbits. TIBBITSC 8/31/2006 letter requesting addtional information sent to the applicant this date 8/31/06;deadline to submit the information is 12/01/06; GOLLS 9/14/2006 submittal rcvd& routed to C.Tibbits from Cramer NW 9/14/06 MUDDB' 1/25/2007 ****SPRINKLERS ARE REQUIRED****IN RESIDENCES CONSTRUCTED WITHIN THIS SUBDIVISION UNLESS THE REQUIREMENT IS REMOVED BY THE FIRE MARSHAL OR HIS DESIGNEE.SEE FIRE ENGINEERING CONDITIONS VIA OFFICE LINK. TIBBITSC 4/9/2007 30 day notice of cancellation sent this date,4/9/07 with a deadline of 5/9/07 to return the requested information; GUNNELLM 5/10/2007 Resubmittal rec.5/10/07 from Cramer NW/Ale Kondelis. Routed to CTIB 5/10/07 GOLLS 9/19/2007 notice of request for addit info or studies dtd&mid by CTIB 9/19/07 to applicant&Cramer NW deadline to submit 12/19/07 http://info.kingcounty.gov/property permits/P ermitGlance/(S(r 1 mt2dawu52nfabgfxsbdi3r... 08/28/2009 1J111ll1G L7 Ga1G11 UL AGIJViI. GOLLS 12/6/2007 AS OF 12/14/07 THIS PROJECT WILL BE TRANSFERED TO SHANNON DORR PPMII AS PROJECT MANAGER TIBBITSC 12/13/2007 Letter granting extension of deadline sent this date 12/13/07; new deadline to submit information is 3/19/08; MOEJUD. 4/18/2008 Drop off recvd 4/18/08 from Cramer NW/Ale Kondelis, addressed&routed to CTIB. DORRS 4/18/2008 DORRS changed status to PENDING on 04/18/2008 added by script) MOEJUD 5/14/2008 Ltr dated&mailed 5/14/08 from SDOR to Satwant Singh, requesting add'I info. Deadline for submittal of the add'' info is 8/14/08. Ltr scanned&attached to office links. MOEJUD 5/14/2008 MOEJUD changed status to RET/WCI on 05/14/2008 added by script) DORRS 8/6/2008 Extension granted; new deadline November 7,2008 DORRS 10/6/2008 Applicant currenity negotiating with adjoining property owners; extension granted to 2/7/2009 CLAUSSENK2/25/2009 extension granted to 5/20/09-as a result apps representative(Cramer NW)agreed to revised fee estimate to be mailed 2/09 GOLLS 3/16/2009 extension to 6/30/09 granted Itr sent from KCLA 3/16/09 see office links for pdf file GOLLS 3/16/2009 rev fee est sent 3/16/09 to applicant from SBOT-see office links for pdf file GOLLS 8/24/2009 City of Renton requests this file in it's entirety be routed to them-file has been boxed up and routed to P.Adam's office on 8/24/09-copies of pertinent docs in folder routed to completed prelapp plat file cab in ERS annex area in yr 2005 file cab LUSD CLAUSSENK8/27/2009 CLAUSSENK changed status to TRANSFER on 08/27/2009 (added by script) PRMS routing TRIPLETTS 7/5/2005 Added to Project Management TRIPLETTS 7/5/2005 FINISHED at Permit Center ROGERSCA 7/8/2005 QUEUED at Land Use Traffic Engineer ROGERSCA 7/8/2005 Routed file information ROGERSCA 7/8/2005 Routed file information ROGERSCA 7/8/2005 Routed file information ROGERSCA 7/8/2005 QUEUED at Water&Land Resouces ROGERSCA 7/8/2005 Routed file information ROGERSCA 7/8/2005 QUEUED at Fire Engineering ROGERSCA 7/8/2005 Routed file information ROGERSCA 7/8/2005 Review added ROGERSCA 7/8/2005 QUEUED at Land Use Survey Review ROGERSCA 7/8/2005 QUEUED at Current Planning Review ROGERSCA 7/8/2005 Routed file information SYSTEM 7/14/2005 letter requesting additional info sent rr MUDDB 8/10/2005 FINISHED at Fire Engineering CHESHIERB 9/3/2005 FINISHED at Engineer Technician CHESHIERB 9/3/2005 rpt to bwhi/ctib/wetl/geo/klan ROGERSCA 9/16/2005 infor reced ROGERSCA 9/16/2005 FINISHED at Resubmittal ROGERSCA 9/16/2005 FINISHED at Complete Application ROGERSCA 9/16/2005 STARTED at Current Planning Review ROGERSCA 9/16/2005 complete application ROGERSCA 9/16/2005 STARTED at Notice Of Application ROGERSCA 9/16/2005 NOA to be mailed 9/29 ROGERSCA 9/29/2005 FINISHED at Notice Of Application ROGERSCA 9/29/2005 NOA mailed h //info.kin count ov/ roe % ermits/PermitGlance/ S rlmt2dawu52nfab fxsbdi3r... 08/28/2009nP g Y•g P P rtY P g V111111G ,J Gal G11 CX, ry SANDERSJ 10/21/2005 Review added SANDERSJ 10/21/2005 QUEUED at Project Manage Prog SANDERSJ 10/21/2005 Review added SANDERSJ 10/21/2005 dupl SANDERSJ 10/21/2005na SANDERSJ 10/21/2005 na WESTLAR 10/24/2005 STARTED at Land Use Geotech SIMMONSP 11/1/2005 FINISHED at Land Use Survey Review SIMMONSP 11/1/2005 comments CLAUSSENK 12/29/2005 BUDGET LOCKED SANDERSJ 1/6/2006 FINISHED at Project Manage Prog SANDERSJ 1/6/2006 Payment rcvd SANDERSJ 1/6/2006 QUEUED at Land Use Engineering TIBBITSC 1/19/2006 phone call to ale,fire needs addressed KLANGLEY 3/2/2006 STARTED at Land Use Traffic Engineer KLANGLEY 3/2/2006 Delayed entry to PRMS due to access prob CLAUSSENK 4/6/2006 red 5/1/2006 FINISHED at Land Use Geotech WHITTAKERB 5/5/2006 WAITOTHR at Land Use Engineering WHITTAKERB5/5/2006 comments to planner GILLENN 6/27/2006 FINISHED at Land Use Wetlands Review CLAUSSENK 6/28/2006 change hr allotmt CLAUSSENK 6/28/2006 BUDGET RE-LOCKED 4/18/2008 RECEIVED at Resubmittal MOEJUD 5/14/2008 FINISHED at Resubmittal MOEJUD 5/14/2008 Rqst Add"I Info-deadline 8/14/08 MOEJUD 5/14/2008 QUEUED at SEPA Review CLAUSSENK 8/19/2009 REDIS CLAUSSENK 8/19/2009 BUDGET RE-LOCKED CLAUSSENK 8/20/2009 reall CLAUSSENK 8/20/2009 BUDGET RE-LOCKED PRMS clock TRIPLETTS 7/5/2005 SYSTEM auto-started preclock at Permit Center. SYSTEM 7/14/2005 WAITCUST at Complete Application ROGERSCA 9/16/2005 complete application 9/6 TIBBITSC 1/19/2006 WAITCUST at Current Planning Review SYSTEM 4/18/2008 RECEIVED at RSUB SYSTEM 5/2/2008 14 day pre-clock period expired. MOEJUD 5/14/2008 WAITCUST at PLNR SYSTEM 8/27/2009 Clock Approved. Permit Status:TRANSFER PRMS Milestone No comments available for L05P0013 Related permit activities on parcel TO TOP For more information about categories and statuses used on reports, see: Category descriptions for a list composition types and sub-types for each report grouping.Also refer to each permit type for additional details. Status definitions for general definitions for statuses such as pending, approved,finaled,etc. Permit routing status definitions for general definitions for statuses that are used by PRMS-Permit routing management system. http://info.kingcounty.gov/property%permits/PermitGlance/(S(r1 mt2dawu52nfabgfxsbdi3r... 08/28/2009 King county Department of Assessments: etteai rropeny rage 1 01 .3 HOME NEWS SERVICES DIRECTORY CONTACT I Search t, King County Department of-Assessments , A/eraysat Your servfce Fair,Equitable,and Understandable Property Valuations 4,; •r`- E ,,,,..441. You're in:Assessments»OnlinelServices»eReal Properly - SHARE No,svarch , G xay'`a ata l''May 1 41 Ko test+Viitaittcy eriellue'1" e%)Aepurt mint N' Rcrt'S 004Tn. .Reference,Links: I PARCEL DATA • I King County Tax Links Parcel 052205-9085 I Jurisdiction RENTON ij . pra.e• Tax Advisor Name TIMBERLAND BANK Levy Code 216? I Site Address Property Type R j Washington State 11 Residential Area 059-003(SW Appraisal District) i Plat Bbck/Bulding Number Department of ExternalPropertyNameiPlatLot/Unit Number ii link) ueven e ema Quarter-Section-Township-Range NVV.5.22.5 ngton State Board l of Tax Appeals Legal Description Extemal link) W 410 FT OF S 1/2 OF GL 4 1 ' i.._. i Board of Appeals/Equalization LAND DATA Districts Report M Recorders OfAce qli a i Scanned images of t ie i 1 surveys and other map documents 1 '41V•Z•c.q;314,••••IF,,,t%M$0.17,7,•..Vitel 1 tili3 p ,- fir ,a;:Jetr" k' K ' f-kONO- ', -s if Highest&Best Use As If Vacant • !SINGLE FAMILY I Percentage Unusable 0 I i'Highest&Best Use As Improved i PRESENT USE j Unbuildabte NO i - I Present Use Vacant(Single-family) 1 i Restrictive Size Shape II. v____TM NO Base Land Value SgFI 10 r I Zoning N R-4 II Base Land Value Yi 248,000 I Water WATER DISTRICT I 1%Base Lard Value Impacted 160 j Sewer/Septic PUBLIC j i Base Land Valued Date 2/6/2012 i Road Access RESTRICTED- 1............................................................... .............._..............._.................._...................._......................................_......,._......................._.__............. II Base Land Value Tax Year 12013 Parking I i i Land SgFt 1260,924 Street Surface • PAVED • I r Acres 15.99 i I' r i Views I Waterfront j Rainier j j 1 Waterfront Location 11 Territorial I Waterfront Footage Olympics I, Lot Depth Factor — —---- II i Cascades 1 Waterfront Bank II 1 I i Seattle Skyline I • 11 Tide/Shore I; 1 i Puget Sound I Waterfront Restrcled Access" - 1 i . rLake Washington Waterfront Access Rights NO I. I i Lake Sammamish 1 Poor Quality l I jj i1 lake/River/Creek 11 Prozmity Influence INO Other View - di i Designations Nuisances T IVEg"'-"'iiTopography Historic Ste i Traffic Noise k_..._._..,._..__._-___-_....—..—1 j Current Use 1 Akport Noise• 4 i 1 i Power Lines NO i Nbr Bldg Sites I;Adjacent to Golf Fairway INO I j Other Nuisances NO Adjaceot to Greenbelt i NO I...I..::::c::::::::-::::::::_:::::::::::: :::-:::.:..:::::::::::::..._:::::c -::::._: i°- Problems• - Other Designation . INO I i............................................................................_...........,...........:.........._........................_.......:::.............,....: Itt Deed Restrictions 1 NO I Water Problems................................................................INO................................................. I i Development Rights Purchased I NO Transportation Concurrency JNO i -I....I QjlEasementsNO therProblems NO J _i http://info.kingcounty.gov/Assessor/eRealProperty/Detail:aspx?ParcelNbr=0522059085 08/22/2012 mg uounry veparurnent of Assessments: exeai rroperty rage z. U.I. .3 I Native Growth Protection Easement I NO 11 Environmental 1 DNR Lease I NO Environmental __.._._.._._..._....._..................... __..._._._......__ _ E tal YES II i Environmental Information Delineation Percentage 11 I 1 Type Source study Affected Landslide Hazard JURISDICTION N 0 II Stream JURISDICTION 0 11 I BUILDING ii 1 I TAX ROLL HISTORY Account I Valued Tax Omit I Levy I Appraised I Appraised I I Appraised !New 1 Taxable I Taxable !Taxable ;Tax Year Year Year ;Code'I Land Value I Imps Value Total Value !Dollars I Land Imps I Total !Value I i I • I Value Value ;Value ;Reason 1 I 2205908503 2012 2013 12167 I$248,000 I......... 105 0 - I$248,000 $0 I$248,000 $0 ;$248,000 1 1 I 105220590850312011 2012 12167 1$488,000 1$0 $488,000 $0 1$488,000 [SO I$488,000 I 1105220590850312010 2011 12167 1$532,000 0.........................._r.32,000 $0 !$532.000 . I$532,000 : i 105220590850312009 2010 12167 1$532,000 1$0 $532,000 1$0 $532,000r$0 $532,000_...___...__..........' 1 105220590850312008 2009.................._12167.-I$532,000,,,,.,..I$0.............._........ i_$ 5532,000___1$0 _ I$532,000 $0 . 1$532,000...1..._......._..._. . 1 1 i 052205908503;2007 12008 '5090 1$507,000 000........ ..._ I. I$0 !$507,000 '$0 '.$507,000 !$0 I$507,000 I 1105220590850312006 '2007 15092 I$459,000 1$0 I$459,000 $0 I$459,000 $0 I$459,000 I I 1105220590850312005 2006 15092 I$442,000. ISO I$442,000 $0 ;$442,000 $0 1$442,000 I 105220590850312004 2005 15092 I$205,000 ISO 1$205,000 I$0 $205,000 $0 I$205,000 1 1 I I - 105220590850312003 2004 15092 1$205,000 i$0 $205 000 150 $205 000 $0 i$205,000 1• I 1 I 1;05220590850312002 12003 15092 1$198,000 1$0 I$198,000 ISO 1$198,000 $0 1$198,000 1 1105220590850312001 2002 '5092 I$189,000 1$0 I$189,000 $0 1$189,000 $0 1$189,000 105220590850312000 2001 15092 1$180,00D i$0 I 15180,000 I$0 I$180,000 $0 I$180,000 1 11052205908503 11999 2000 15092 1$214,000 I$0 i I$214,000 I$0 I$214,000 $0 1$214,000 1 I 1 1$200,D00 $0 1$200,000 I 11105220590850319981999-,_;5092 I$200,000 $O _,I$200,000 SOW_, ,-_._...._«.__.._..:_:._.__...._....-.!_,.._.__.._.._I 1 11052205908503!1997 1998 15092 1$0 $0 I 'SO I$0 i$184,000 $0 i$184,000 I i 11052205908503 1996 1997 ...'5092.,SO.•...................•..$0.,....._._._.I, 1$0 ISO I$171,000 I$0 :$171,000 I i:i052205908503'1994 1995..........._. I5092 I$0 $0 ..... .__.._..._.__I.$0...__..:$171,000_..'. __....._-$171,000__.._.___.......... I 1 SO So I 1105220590850311992 1993 15092 1$0 $0 1$0 $0 ;$231,400 I$0 1$231,400 1 I 11052205908503 11990 1991 5092 1S13 $0 $0 $0 i$160,700 $0 $160,700 1 110522059085031988 1989 5092 $0 $0 I$0 1$0 '$108,000 1$0 15108,000 I I 1105220590850311986 1987 15092 I$0 $D I IS0 1S0 15107,800 I$0 ;$107,800 1 I I'05220590850311984 1985 5092 i$0 $0 I I$0 I$0 I$57,000 I$0 I$57,000 I I l 05220590850311982 11983 15092 1$0 1$ 0 I$0 ]$0 1$57,000 150 1$57,000 I 1 SALES HISTORY - I IExcise !Recording Document Sale Price !Seller Name I Buyer Name I Instrument ;Sale Reason 1NumberINumberDateI1,1I 122540088 120120425000737 4/13/2012 I$O.00 'PARKER JON C TIMBERLAND BANK 1 Trustees' {Foreclosure 1 I I Deed 112027192 120040320001157 3/23/2004 I$436,000.00I SINGH HARCI-AND+ANGRE J I SINGH 1 Statutory I None 1 ! 1 I I KAUR+KAMOH I SATWANT+SA7WANT !Warranty 1 1 1 I IAMRIK+BHUPINDER 1 KAUR 1 Deed ! 11637450 1199809101271 I9/4/1998 1$0.00 (SINGH HARCHAND+ANGREJ I SINGH HARCHAND ET Quit Claim 1 Correction 1 i KAURET AL...! ........_..._...._.............._AL........_................__........_..... Deed._.......... (refiling...........I 11635845 1199808313251 I 8/24/1995 I$525,000.00 LOBRUCH INC I SINGH HARCHAND ET I Statutory !None 11 1 I 1 1 AL I Warranty 1 I i i I Deed REVIEW HISTORY v__ Ii PERMIT HISTORY i HOME IMPROVEMENT EXEMPTION f IStAt'elt .lhS01,,13,,t&DM 'Mir(€s'1'xp tX lakikiai3'v'of,,'Aefm i{4rts..RASttl 7.4101.1S`.hpewt441'it 7.1 Updated:Sept.7,2011 Quick answers I Property assessments I Taxpayer assistance I Online services I Reports,data I Forms I News room I Contact us I About us I Site map Home I Pryacy,l Accessibility 1 Terms.9 use I Seardi Links to external sites do not constitute endorsements by King County By visiting this and other King County web pages,you expressly agree to be bound by terms and conditions of the site. http://info.kingcounty.gov/Assessor eRealProperty/Detail.aspx?ParcelNbr=0522059085 08/22/2012 Y '' 1 Cramer Northwest, Inc. Surveyors •Planners •Engineers 1, fii2@gg FIllMay7, 2009 JUN 15 2003SOC$ King County, DDES j rk•Ic C. o 900 Oakesdale Ave. SW s Renton, WA 98055-1219 RE: Surface Water Adjustment Request (L06V0060) View Point Plat (Project # L05P0013) J Dear DDES, We are requesting a reconsideration of adjustment #L06V0060 of KCSWDM Section 1.2.1 Core Requirement #1: Discharge at the Natural Location. This project's north property line is located approximately 630' south of the intersection of SE 192nd St. and 102nd Ave. SE. The site is approximately 6.0 acres. The northern half of the property is pasture, while the other half is forested. Drainage from the site is separated by the northern and southern section. The northern half is approximately 2.16 acres. Drainage from this area leaves the site by travelling directly west. The southern half is approximately 3.84 acres. The drainage from the southern half of the site travels to the ravine in the southern section. It then flows west and converges with the northern drainage offsite within 300' of the site. This proposes that 0.92 acres of the southern section or 15% of the site drainage be diverted to converge earlier than it currently does. We feel that the adjustment should be granted for the following reasons: 1) The existing ,layout and design maximizes land use with a single combined detention/water quality vault. 2) Both flows converge within a short distance offsite. 3) We are able to combine both basins and convey them to one combined detention/water quality facility. 4) Reducing the amount of sheet flow alleviates some of the erosion potential at the southern half of the site. We have included a storm and grading plan, a level 1 report, an adjustment map, and a Kroll map for your use. We feel that the above information and the attachments justify an adjustment of Section 1.2.1 of the KCSWDM. Please grant this project the requested adjustment. Please call our office at (253) 852-4830 if you have any questions. Sincerely, 04kHobel On king, EIT d 945 Central Av N uite 104 Kent, WA 98032 945 N. Central,Suite#104 Kent WA 98032 253)852-4880 Fax(253)852-4955 www.cramernw.com E-mail:cni@cramernw.com w e GRAPHIC SCALE 1"=100' momIssmos 100 0 100 BASIN LINE I THE HATCH® AREA REPRESENTS THE 0.92 ACRES WHICH WILL BE DWERIED WEST TO JOIN THE I STREAM FURTHER DOWNSTRIAM FROM IfS ORIGINAL DISCHARGE IOCAAON. I L____ ___ _____________J DRAINAGE ADJUSTMENT MAP wwO' ter... 1 1 I F vl' Esr. Spll6 I.i fik 7. 1 y47, „ rl m.,: 37twz.— LP ei '. o''; za. a..., t i y r: 1 — 10) 1 I i, f R loi A. ire -, 3 i r il , t, r., n. ! . 1 figlepc.: r; Eilfr 7=':.• I ' ill ' i• Ina," Ok MIMI 1 i '. 1 :; i F a t' i cc is J8! n,... t,.. iy{ 11! 1:; C!" f Yci°' Alfa, y 4 if. i 1 !, ' 6 s ei o y. i' EMI ii ri" y— I ; i ,- .—.. T,_ II r, . g.,' a .. •, a, r ri cr f i f i' tee i a • i i. Mill I n 4. ,. '„,., - u3sa.. i9 R,... r % 1i° ii f '` i r IJ !!' ii i Mg 9 m ^ W itd" e" ` I , xl ;! `_ ,,..' 1 51 - 1 F; I .„ V 3' r i ( „ CB A, 1, t {'• 111 w' 11 q+. 1 _ .. W711A•" VC, i.} it l i 1' . t 3t g,' j°.,. ' f I ° .° I ' i ° i ° LL ° i a1V t `'`• ' p 1_` 1 `, ,. t 1i iii I. u ,. z. rt6 _ i 1 ref; ui, „ 31Qrt7dlei g i v i ' i i]' i CE I IN- I i ! - 1 . t ,! TE, a! : t € t I". gt„ i . l 4.°. -'- f git „ E u Alt of I I ; t INTIMITEINIIIN Imm.. -., , oge 1 - 5 i AN ill, firli p‘ rolar.. emiumigummirpg 1 '' , ori.--,- 4.,: v 1, OMB ME ' 1 1 _ IMP gag 1 i . i lir, immon. mi 1... MI li i tia i i L las,,-;.. 1:.= -— - rmilosi is sue. imi-77----; i: i.t.:_ i.-- Eiti-:::_: 13 - .„ cysts ,.::.,.....................,.. i, i- g 1 ' • ri i so lig 911 Ilk ' 1 ' 1. ' l . i izi m Mii EMI illeal I - ffimiimmo.... - • gamy i. 1r 1 II. Ell MX ill Is 1. 1-. !.,- ii: , 1 LLI 9EC. S 7A7 F11N'( f° o1\. lidill mormailii : ij1IliIlr., i r u• 5 It CA i fr1 !! iIII i "."" i 0 Cramer Northwest, Inc. Imo' Surveyors •Planners •Engineers I PRELIMINARY TIR OF VIEWPOINT PLAT NEAR SE 192ND ST. &102ND AVE. SE RENTON, WA 98055 FOR Q. y S F W ./ASe SATWANT SINGH Q Z 13306 SE 240THST. 01111 : RENTON, WASHINGTON 98042 A 436049 c?, " Revised May 5, 2009 C.N.I. JOB NO. 2004-239 Prepared by Hubbel Ongking, E.I.T. Checked by Larry S. Krueger, R.E. 945 N. Central, Suite#104 Kent WA 98032 2513)852-4880 Fax(253)852-4955 www.cramernw.com E-mail:cni@cramemw.com TABLE OF CONTENTS I.PROJECT OVERVIEW H. CONDITIONS AND REQUIREMENTS SUMMARY HI. OFFSITE ANALYSIS IV. FLOW CONTROL AND WATER.QUALITY FACILITY ANALYSIS AND DESIGN V. CONVEYANCE SYSTEM ANALYSIS AND DESIGN VI. SPECIAL REPOR1S AND STUDIES VII. OTHER PERMITS VIII. ESC ANALYSIS AND DESIGN IX. BOND QUANTITIS, FACILITY SUMMARIES AND DECLARATION OF COVENANT X. OPERATIONS AND MAINTENANCE MANUAL APPENDIX A OFFSITE ANALYSIS REPORT APPENDIX B CONVEYANCE SYSTEM CALCULATIONS APPENDIX C DETENTION &WATER QUALITY CALCULATIONS APPENDIX D BOND QUANTITY WORKSHEET PROJECT OVERVIEW Existing Conditions: This project's north property line is located approximately 630' south of the intersection of SE 192nd St. and 102nd Ave. SE. It's parcel # is 0522059085. The site is approximately 6.0 acres. The northern half of the property is pasture, while the other half is forested. The existing drainage tends to sheet flow from the east to the west. The site does receive some upstream runoff from the property to the east Proposed Conditions: The property will be divided into twelve residential lots. Access to the new homes will be provided vi9 a main road and the private access tract off of 102nd Place SE. Based on the flow control applications map, a level 2 flow control is required for this site. Site runoff will therefore be collected and conveyed to a combined detention/wet vault for Level 2 flow control in the southwest corner of the project. All drainage facilities have been designed per King County requirements. I C y II. CONDITIONS AND REQUIREMENTS SUMMARY The core requirements of the King County Surface Water Design Manual KCSWDM) have been or will be provided as follows: Core Requirement#1, Discharge at the Natural Location: The site's drainage pattern is sheet flow from the east to the west toward 99th PI S where it enters a storm system and is conveyed to a stream. Runoff from the proposed improvements will be conveyed to the existing conveyance systern on 99th PL S after being detained. Core Requirement#2, Offsite Analysiis: An offsite analysis is provided in Appendix A. Core Requirement#3, Flow Control: Runoff from the proposed improvements will be conveyed to a combined detention/wet vault and released at the appropriate rates via a flow control structure. See detention calculations provided in the Appendix of the offsite analysis report. Core Requirement#4, Conveyance System: A conveyance system has been designed to direct runoff to the vault prior to being released into the stream. Conveyance system calculations will be provided at a later date. Core Requirement#5, Erosion and Sediment Control: An erosion and sediment control plan will be designed at a later date. Some of the anticipated ESC measures to be provided are a stabilized construction entrance, silt fence, inlet protection, sediment pond, and seeding. Core Requirement#6, Maintenance and Operations: A maintenance and operations manual will be submitted at a later date. Core Requirement#7, Financial Guarantees and Liability: The owner will provide this information prior to permit issuance. Core Requirement#8, Water Quality: Water quality will be provided in the combined detention/wet vault. Calculations are provided in the Appendix of the offsite analysis report. III. OFFSITE ANALYSIS A Level 1 Offsite Drainage Analysis is provided in Appendix A. IV. FLOW CONTROL AND WATER QUALITY FACILITY ANALYSIS AND DESIGN Flow control and water quality design calculations are provided in the Appendix of the offslite analysis report. V. CONVEYANCE SYSTEM ANALYSIS AND DESIGN The conveyance system will consist of catch basins and storm pipes. Calculations will be provided at a later date. VI. SPECIAL REPORTS AND STUDIES No special reports or studies are known to exist for this project. VII. OTHER PERMITS No other permits are known to be required at this time. VIII. ESC ANALYSIS AND DESIGN An erosion and sediment control plan will be designed at a later date. Some of the anticipated ESC measures to be provided are a stabilized construction entrance, silt fence, inlet protection, sediment pond, and seeding. IX. BOND QUANTITIES, FACILITY SUMMARIES AND DECLARATION OF COVENANT A Bond Quantity Worksheet will be provided at a later date. X. OPERATIONS AND MAINTENANCE MANUAL A maintenance and operations manual will be provided at a later date. APPENDIX A OFFSITE ANALYSIS REPORT Cramer Northwest, Inc. Surveyors •Planners •Engineers ss LEVEL 1 OFFSITE DRAINAGE ANALYSIS OF VIEWPOINT PLAT NEAR SE 192ND ST. & 102ND AVE. SE RENTON, WA 98055 FOR s. KRU G SATWANT SINGH QF WAS,. F''P 13306 SE 240TH ST. RENTON, WASHINGTON 98042 i r` C36049 p 4 F s ,STERNG' , ..Ac Revised May 7, 2009 ONA L E C.N.I. JOB NO. 2004-239 Prepared by Hubbel Ongking, E.I.T. Checked by Larry S. Krueger, P.E. 945 N. Central,Suite#104 Kent WA 98032 253)852-4880 Fax(253)852-4955 www.cramemw.com E-mail:cni@cramernw.com ti TABLE OF CONTENTS TASK1 STUDY AREA DEFINITION AND MAPS TASK 2 RESOURCE REVIEW TASK 3 FIELD INSPECTION TASK 4 DRAINAGE SYSTEM DESCRIPTION AND PROBLEM DESCRIPTIONS TASK 5 MITIGATION OF EXISTING OR POTENTIAL PROBLEMS APPENDIX THRESHOLD, DETENTION &WATER QUALITY CALCULATIONS 1 TASK1 STUDY AREA DEFINITION AND MAPS L TASK 1 STUDY AREA DEFINITION This project's north property line is located approximately 630' south of the intersection of SE 192nd St. and 102nd Ave. SE. It's parcel # is 0522059085. The site is approximately 6.0 acres. The northern half of the property is pasture, while the other half is forested. The existing drainage tends to sheet flow from the east to the west. The site does receive some upstream runoff from the property to the east. Access is provided to lots 4 to 10 via the main road. Lots 1, 2, 3, 11, and 12 are served by the private access tract. Drainage is proposed to be routed to the existing conveyance system on 99th PL S. which outlets down a ravine. The proposed conveyance route is shown on the map included in the next section. The City of Renton's boundaries are shown on a separate map. MAPS A vicinity map, topo/sensitive areas map, aerial photo, conveyance map, district boundary map and offsite drainage map can be found in the proceeding pages. 1 Vicinity Map 1.. e , 515 i P.. 1. A.:?; I N f FULL SCREEN. . I SFCarrRd =, PP : i• 1,,..,..24.•.-..-...•=...7•P' N.,.", fo z...- I/.: JJ-.,y1v- tI.1a•-:.,, w,- 1i I td pi1/1-- I A-- 02nd Ave Se 2 -HALFSCREEN 1M- 1 r----185thcl.'--1-"erl\8 - • ar., ,,„, •., ., set S 6th5t lifj 14'", " -•,,,'',t.r. lic.t 4741 : •l' tii. 17thSt 0- 1 6:15 ,__..., - - 3%, ‘,3:. 1 ',,,• , '• .' 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Wt iv:tiVV:.:; ,:,*,ait':V:'•,•" c:, r rlrrCiZQ'A'S KingCoantY' r •,` k'r,: ;i.«-="r,,:e G522J 9__8A'laY ljf.,r, - rr,4r.511:A5 i^r 47rrN of{i'+"irrzt,t5=5'%.i" caAt i5`.;',.:}rr,. •.r."v r,. a? ,. wr.•:,l}i' ,;.ro,.o.r)i,, n+n`nsti•fra,r?;,-i__rlv iiA',3P:nr,:'.. -. -..-.Q':1<7711, y> Legeind y;, Selected Parcels Aj a=253r11a71d County Boundary I,f ct,s:3 l - Streets Jncim--,i5cd vrEf augers: i.. Lakes and Laige Rivers A'r_-(:;. Streams ur+ r SAG Wetland i Parcels j SAO Landsl'Ido Incorporated Area uui SAC Coal Mine SAC Stream SAC Seisms Ate CI,iG 1 r'l'r't SAC Erosion Ai C?:rr.r.2 :-rrrJ Sensitive Area Notice on Title 1 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,lexpress 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 1; King County. King County I GIS Center I News I Services I Comments I Search By visiting this and other King County web page's,you expressly agree to be boundby terms and conditions ofthe site.The details. T:•o r ro h M r4 fr-1 C11V1,111), I Ill! :1, 1 ) k, '\41 -.-.-, . ' ' ' ' . 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ACRE i D.,\ TS rc'c.o e. r sh .e4• 9.If i 1 ; s• W:atei y A a P a - Zl l56Z7 MY 1 out • 96 9LSo 1i 6810T2 SA 8600464_ !C t• " di.:: .. .- s _ . t4 I/ It = zoo offsirfpAAINAGE TASK 2 RESOURCE REVIEW i TASK 2 RESOURCE REVIEW Adopted Basin Plans and Finalized Drainage Studies: The site is not known to be located in any adopted basin plans. Basin Reconnaissance Summary Reports: No existing or potential problem areas were indicated. Critical Drainage Area Maps: No existing or potential problem areas were indicated. FEMA) Maps: Site is located outside the 1 0 year flood plain. Other Offsite Analysis Reports: An offsite analysis report by Cramer Northwest for the Singh Residence located to the north of this project was prepared in May, 2001. Sensitive Areas Folio: The southern half of the site is located in a SAO Landslide, SAO Erosion area, and a Landslide Hazard Area. The north half contains a Landslide Drainage Area. A stream flows across the southwest corner of the property. DNR Drainage Problems Maps: Not applicable. Road Drainage Problems: Not applicable. Soils Survey: The soil is an Alderwood Gravelly Sandy Loam(AgC). Wetlands Inventory Maps: There are no known wetlands on site. Migrating River Studies: Not applicable. Drainage Complaints: There are 3 drainage complaints within our site's runoff downstream path. These complaints have been resolved. See attached list of complaints. Complaint#97-0758 The detention pond is a hazard to children Response Pond complies with 3 to 1 side slope ratio. Deemed safe. Complaint#98-0045 The plat across Talbot road is digging a hole in the ground and Don Gallagher is afraid that the silt will get into a stream that feeds his trout farm pond. Response Most of the sediment is related to stream scouring and deposition. New development not found to be contributing. Contact with King Conservation district established to correct the problem. Complaint#98-0461 The land is sinking. Response No cracks or other signs of erosion in the bank found. Water from street drainage is pipe to bottom df ravine. Site found to be stable. G COUN.`,WATER AND LAND RESOURCE D1....40N DRAINAGE INVT,S"TIGATION REPORT Page 1: INVESTIGATION REQUEST Type C" BY:J(. 17 )64. !L- Date 14{(9 OK'd by: Ifi9PILENo..QI`"'1---01'J Received from: aiti...e .Z,1 muse print.plainly for scanning) Dm) Eve) NAME: W.dC.E? .L tw.:VI C/A ATONE 55D ADDRESS: E i 21'c ,e4....c, 5 Apt- ' City Villitrt, State ZipgA Location of problem,if different: Reported Problem: . '• it s ;.,... Sp v 1 r.w 16 S1?n%,•% D ei&v v •* a t'5•t3 av rc. L.kaNrt:•-- s tve-W - ravt.[4& _ tdiwnn r sil 4e. k.J 2 rp s r.ei"Ca r 4 Plat name: 5 P 41 i Lot No: 1 Block No: Other agencies involved: No field investigation required eitiats 5r:: 1 1 A :t _‘ t 1tC+t tt r 1 ,t I r Qe —12-. . _ .- - 1/ a S T R Parcel No:1q+!2.0 "l ?2.0 Moll (a.)t?F., Th.Bros: New AR P -C.,I Old 41E5 Basin Council District_6 - Charge No. RESPONSE: Citizen notified on , S(30/1.7 by: phone letter in person lkt-x- 0 •,re, t t— r 0 .____A" .7=er .n ee t S p 7 it! 7-O4 /U' :A4,4.e. ekcs goo X, /A/1779 u.E, 'C< DISPOSITION: Turned to on I / I . by OR:. No further action recommended because: Lead agency has been notified: Problem has been corrected.No problem has'been identified. Prior investigation addresses problem: Selo FILE# Private problem-NDAP will not consider because: Water originates],onsite and/or on neighboring parcel. Location is outsi l de WLRD Servi Other(Specify): DATE CLOSED:l 1 It i By: p, d'PN Complaint 97-0758 Wermis Investigated by Pat Simmons 042197 I visited the site and talked to ike Wermis concerning the R/D pond at Is to west of the apartment that he rend.The pond has a fairly steep slope on the Eesr side of the pond.The main concern is that when the pond does its job and retains rater from a storm that his small children will be attracted to the water and fall in,The danger is that the d is close to the apartments and the moderate slopes could be hard for the children to keep upright, He would like to have a fence installed around the pond to protect his children and the pond. S192"St. Access,Road Ave9$t5 S. n 19215 Berm Apartments R_ Tap of Slope Slope Detention Pond __:/ 1 1 1 KING OOUNTY SURFACE WATER MANAGEMENT DIVISIONPiliw0 r,-r DRAINAGE INVESTIGATION REPORT pail: 1NVESTIGATTON:REQUEST Type IReceivedby. Date: Z.b . 7 Oby: _ ' F!.Na d( }-e, Received from Please plainly for saanthi ). . Day) Z s',5 Eva) NAME_,,.d/J/II 4L 01 PHONE g 0'4°3.00 S?lars ADDRESS: /( 2 Z 71L:r /Q.4W' .5 CRY • RPA I&V State._ ZP Location of problem.ff different Reported Problem: roe .p4,4 - . ,I s ' 0c-e01--- iebAp ifS .4.454411114421---. D .174 6 ides rcL. i," 4-- 4."oebil 4,14 e er re-lD •- 174,fr ram' s ITT ' Id),o.- 6er i N A- ..cmeossol 71.44—c Fern) tN is fieear"0:e 6 If;efor 'l4t.'t/ iiie aJ e`f t No • /A, 774 1 p • • Plat name: r 1 Lot No: .D ( Block No: of, /4 Other agencies Involved: No Field Investigation Needed Y .z .-12-, ; ,f b ...c.r •1ti6r .'£bx 3 k t ;Y 5LOr—'1:ri.1` 1 r T• .T•z-, to ^21, a_ Parcel Na a05- 4C) Kroll kjgf,.Th.Bros:New t 63'2-. 1/4 $ i R Old 9-1 L5 r'f BasineX.K--- Council Diet Charge No: 4FSPONSEr Citizen notified on 1f 4I 4t by X phone. letter h person t4DS7 of S t.D)M4m; is A.A./VI-Co ro sr A Sr o U4-4171 Ar40 befds)rm.;., 1i//v) 461,0f40.0vvr' .•t ALoDT rdsr-AT4 s) lJa?' oJ f.ril -+6 04 Ceii-rR-f/Il vri tg. .P.D6 5 `f s A)1d 4 O • t. C i JLt./AC Wale 4nP-16 .aJS, TA PY t D 6y f•6F6yf L i t Je G G QF. l' G of- A S 5? 51"-A 3 C 7lSPOS/T/ON: Turned to On by OR: No further action recommended because: K.Lead agency has been notified: K GCS REflil M Problem has been corrected. ,_No problem has beeneen Identified.Prior Investigation addresses problem: see PIN Prrrafe problem-NDAP will no:consider because: Water originates onsttti and/or on neighboring parcel Location Is outside SWM Servlci Area. Other(Specify): DATE CLOSED: "Z. L !96 by: i-i..* w r a a Complaint 98-9045 Gallagher' Investigated by Robert Manus on 129-98 I met with Don Gallagher and his daughter aid looked at the plat and the fish pond area.In the fishponds a natural stream Springbrook Creek is the water source for the ponds.Where the stream enters the intake box there is a heavy buildup of silt and won.Ttis silt is the concern because it hills the little fingerlings The plat next door may be contributing some of tho sediment through the outlet pipe front the road that runs into the stream,but it is a small amount. Most of the sediment is material being washed downstream from the creek.The plat is in bond forfeiture at the present time due to some problems with the road and drainage. I will put Dan in touch with King Conservation District who can work with him to help correct the problem with the fishponds. Talbot Rd.So. T i i P i .1• NTS t I Talbot Estates i 19225 0 i 1 1 f i 01it.S.144`S't. I. i r ri i imim , i Silt buildup in lower i \ 1 tan I Creek N. r.... ram...._ Aeaat18/nonow Complaint 98-0045 Gallagher. Investigated by Rabat Maims on 1.2948 I met with Don Gallagher and Ns,daughter and looked at tbe plat and the fish pond area.In the fishponds a natural streant Springbrook Creek is the water source for the ponds.Where the stream eaters the intake box them is a heavy buildup of silt and sedimentatkm.Ibis silt is the concern because it kills the little fmgerlings The plat next door may be contributing some of sediment through the outlet pipe from the road that runs intothe stream,bait is a simian arammt. Most of'the sediment is material being washed downstream from the creek.The plat is in bond forfeiture at the present time dont some problems with thus road and drainage. twill put Don in touch with ',:, Conservation District who can work with him to help correct the problem with the fishponds. Talbot Rd.So. 4t. P i NTS. i 1 1 Talbot i IlEstates1 19225 . I 1QiK,........., . 1 0Ir: i. n. s.190 St 1 1 k Q r i 1 Iwo.I, Silt buildup in lower I task s i i 1, Spithgbuxic Creek L 1/ t31r{tiVr..11.1.11 VJ'w7,t L.7 %4.tv1NI s.rsr VR.L t 11I? Page 1: DMSfl nONREQUEST Type PRo$bEM:,, RECEIYEDBY: Drate• .re fef' OK'd bv: Ffl ENo,_g#8—0467 Received from: I MAY) t Eve) L_ NAME: Y° 06? C9/1.. 1.46/ PHONE _[7c' 0r°5 ADDRESS:__ /9 ' l Cits nri State Zip Aries5 Location of problem,if different: Reported Problem: CALL FIRST `{ (Would Lance To Be Present) 2zinje.e:rni Lam ZGZ4e---) c% Plat name: girt G. Lot No: c6 --'Block No: Z Other agencies involved: No field investigation required T ram insiialS? o E eQn r.n x ;+!rlPI.A1i?1 IocxAM STAFF 1.1 AO V¢ S T R Parcel o.y 2b"! ` Kroll E Th.Bros: New 2. OId Ittp Basin &If Council District ` Charge No, RESPoivsE: Citizen notified on 7/300 letter in person D co /y4 f'deeeo 714T //c.L s/a r 44)ev .f T/I, Lt? .B y '776IJSLf c'et ez.Joet DISPOSrTion': Turned to on I / by_ OR:.No Briber action recommended because:recommended Lead agency has been notified Problem has been corrected.No problem has been identified. Prior investigation addresses problem: SEE PILE 1l Private problem-NDAP will not consider because: water originates onsite and/or on neighboring parcel. Location is outside WLRD Servi:c Other(Specify): DATE CLOSED: 71.,5/r 2 t By: , r w;• Complaint 98-0461 Freed Investigated by Pat Simm 07121/98 I met with Mr.and Mrs. concerning the south side of there lot which contain a deep ravine that is heavy covered with ve tlon,They states that dm top of the bank is slipping and slowing sinking.I found no cracks other distress sigt in the lawn.I explained that often to tops would slowly settle over a number of years. Their house is 50 to feet back from the edge and should be safe.There were no signs of erosion in the bank and the water from the street drainage is piped to the bottom ofthe ravine, 99th Place S Freed 19341 Sinking area ACD NTS Ravine TASK 3 FIELD INSPECTION n i TASK 3 FIELD INSPECTION A field inspection was conducted on February 11, 2005 to inspect the onsite drainage system of the site. Offsite drainage systems were also inspected downstream approximately 114 mile from the discharge point of the site. The inspection involved investigation of the ten specific items of a Level 1 Inspection per the King County Surface Water Design Manual, 2005. The inspection yielded the following findin : 1. The resource review indicated no existing problems. 2. The existing drainage system capacity was adequate. 3. There was no evidence of existing or potential flooding problems. 4. There were no existing or potential overtopping, scouring, bank sloughing, or sedimentation problems. 5. No significant destruction of aquatic habitat or organisms was noticed. 6. Qualitative data such as land use, impervious surfaces, topography, and soil types was noted and can be found in Task 4 information. 7. Information was collected on ditches, structures, and pipes. This information is also included in the Task 4 information. 8. Tributary basins delineated in Task 'I were verified. 9. No neighbors were consulted. 10. The weather conditions at the time of the inspection were clear and cool. TASK 4 DRAINAGE SYSTEM DESCRIPTION AND PRO: LEM DESCRIPTIONS TAW(4 DRAINAGE SYSTEM DESCRIPTION AND PROBLEM DESCRIPTIONS Site Drainage This project's north prope y line is located approximately 630' south of the intersection of SE 192nd St 102nd Ave. SE. It's parcel # is 0522059085. The site is approximately 6.0 acres. The northern half of the property is pasture, while the other half is forested. The existing drainage tends to sheet flow from the east to the west. The site does receive some upstream runoff from the property to the east The soil types located on this property are Alderwood Gravelly Sandy Loam AgC) per the King County Soil Survey. Offsite Drainage An Off-Site Analysis Drain ge System Table is provided on the next page that describes in detail the offsie drainage components at least %4 mile downstream from the project discharge location. Please refer to the offsite drainage map in Task 1 because the map symbols listed in the table correspond to drainage component symbols on the offsite drainage maps. 1 i I OFF-SITE ANALYSIS DRAINAGE SYSTEM TABLE SURFACE WATER DESIGN MANUAL,CORE REQUIREMENT#2 Basin: BLACK RIVER Subbasin Name: Subbasin Number: Symbol Drainage Drainage Slope Distance Existing Potential Observations of field Component Type, Component from site Problems Problems Inspector, resource Name,and Size Description discharge reviewer,or resident see map Type:sheet flow,swale, drainage basin,vegetation, ml 0 1,320 ft. constrictions,under capacity,pooling,tributary area,llkeiihood of problem,' stream,channel,pipe, cover,depth,type of sensitive overtopping,flooding,habitat or organism overflow pathways,potential Impacts pond;Size:diameter, area,volume destruction,scouring,bank sloughing, surface area sedimentation,Incision,other erosion Al Sheet flow Flows across mostly 25% 0 none none No problems observed forested ground to stream AI Sheet flow i Flows across pasture 8r. . —15- 0-200' none none No problems observed lawns to the west and 20% onto 99tb Pl.S. B CB& 12"cmp Flows sw to bottom of —.50% 200'-350'none none No problems observed ravine C stream 2'wide,2"deep,sandy 15% 350'-450'none none No problems observed w/pebble bottom,moss fern slopes D stream 5'-8'wide,3-6"deep, 5% 450'-1400' none none No problems observed pebbles and logs on bottom,light brush E 36"cmp&48"half Flows under Talbot Rd., 15% 1400'4 590' none none No problems observed pipe outlet to half pipe 98-4\inBU4 a 9. TASK 5 MITIGATION OF EXISTING OR POTENTIAL PROBLEMS TASKx5 MITIGATION OF EXISTING OR POTENTIAL PROBLEMS After a thorough field inspection and a detailed resource review there were 3 existing problems identified. These probl±gems have been dealt with as previously stated in Task 2. The proposed improvements will not produce a significant impact to the existing drainage patterns once the site has been stabilized and the runoff has been controlled via a combined detention/wet vault. A temporary erosion and sedimentation control plan will be created to minimize the transport of sediment laden runoff to the downstream conveyance system. FLOW CONTROL BMPS Perforated stubout connections from the lots convey runoff from the site to the roadside drainage system. Runoff is then routed to the onsite detention facility and released to an energy dissipater where it converges with the nearby creek. 4 4 APPENDIX THRESHOLD ASSESSMENT DETENTION, & WATER QUALITY CALCULATIONS THRESHOLD CALCULATIONS: The site is 6.0 acres but the southern 2.92 acres is in a sensitive areas tract. Therefore only the 3.08 northern acres and the .40 acres of offsite improvements have been analyzed. Existing: 3.08 acres pasture 0.40 acres pasture Developed: 12 homes @ 2500 ft2 30000 ft2 0.69 acres Road improvements (onsite) 6500 ft2 0.38 acres Road improvements (offsite) 18456 ft2 0.42 acres 1.49 acres impervious 1.99 acres lawn/grass Pre-developed Land Use Summary Till Forest i 3.48 acres Till Pasture 0.00 acres Till Grass 0.00 acres Outwash Forest 0.00 acres Outwash Pasture 0.00 acres Outwash Grass 0.00 acres Wetland 0.00 acres Impervious 0.00 acres Total Area : 3.48 acres Scale Factor : 1.00 Hourly Reduced Time Series: Pre Compute Time Series Modify User Input Flow Frequency Analysis Time Series File:pre.tsf Project Location:Sea-Tac Annual Peak Flow Rates--- Flow Frequency Analysis Flow Rate Rank Time o Peak Peaks - - Rank Return Prb'b CFS)CFS) Period 0.219 2 2/09/0 18:00 0.281 1 100.00 0.990 0.060 7 1/06/02 3:00 0.219 2 25.00 0.960 0.163 4 2/28/03 3:00 0.168 3 10.00 0.900 0.006 8 3/24/04 20:00 0.163 4 5.00 0.800 0.096 6 1/05/0 8:00 0.142 5 3.00 0.667 0.168 3 1/18/06 21:00 0.096 6 2.00 0.500 0.142 5 11/24/06 4:00 0.060 7 1.30 0.231 0.281 1 1/09/08 9:00 0.006 8 1.10 0.091 Computed Peaks 0.260 50.00 0.980 1 y 1 Developed Land Use Summary Till Forest 0.00 acres I Till Pasture 0.00 acres Till Grass 1.99 acres Outwash Forest 0.00 acres Outwash Pasture 0.00 acres Outwash Grass 0.00 acres Wetland 0.00 acres Impervious 1.49 acres Total Area : 3.48 acres Scale Factor : 1.00 Hourly Reduced Time Series: De Compute Time Series Modify User Input Flow Frequency Analysi Time Series File:dev.tlsf Project Location:Sea-Tac Annual Peak Flow Rates--- Flow Frequency Analysis Flow Rate Rank Time of Peak Peaks - - Rank Return Prob CFS)CFS) Period 0.539 5 2/09/011 2:00 1.12 1 100.00 0.990 0.409 7 1/05/02 16:00 0.655 2 25.00 0.960 0.655 2 2/27/03 7:00 0.592 3 10.00 0.900 0.408 8 8/26/04 2:00 0.569 4 5.00 0.800 0.500 6 10/28/04 16:00 0.539 5 3.00 0.667 0.569 4 1/18/06 16:00 0.500 6 2.00 0.500 0.592 3 10/26/016 0:00 0.409 7 1.30 0.231 1.12 1 1/09/08 6:00 0.408 8 1.10 0.091 Computed Peaks 0.967 50.00 0.980 i s Retention/Detention Facility i Type of Facility: Detention Vault Facility Length: 102.50 ft Facility Width: 33.00 ft Facility Area: 3383. sq. ft Effective Storage Depth: 10.00 ft Stage 0 Elevation: 0.00 ft Storage Volume: 33825. cu. ft Provided Volume: 33 x 103 x 10 = 33990 cu. ft Riser Head: 10.00 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 0.82 0.058 2 7.00 1.76 0.145 4.0 Top Notch Weir: None Outflow Rating Curve: None Stage Elevation Storage: Discharge. Percolation ft) ft)cu. ft) lac-ft) (cfs) cfs) 0.00 0.00 0. 0.000 0.000 0.00 0.01 0.01 34. 0.001 0.002 0.00 0.02 0.02 68. 0.002 0.002 0.00 0.03 0.03 102. 0.002 0.003 0.00 0.04 0.04 135. 0.003 0.004 0.00 0.05 0.05 169. 0.004 0.004 0.00 0.06 0.06 203. 0.005 0.004 0.00 0.07 0.07 237. 0.005 0.005 0.00 0.24 0.24 812. 0.019 0.009 0.00 0.41 0.41 1387. 0.032 0.012 0.00 0.58 0.58 1962. 0.045 0.014 0.00 0.75 0.75 2537. 0.058 0.016 0.00 0.92 0.92 3112. 0.071 0.017 0.00 1.09 1.09 3687. 0.085 0.019 0.00 1.25 1.25 4228. 0.097 0.020 0.00 1.42 1.42 4803. 0.110 0.022 0.00 1.59 1.59 5378. 0.123 0.023 0.00 1.76 1.76 5953. 0.137 0.024 0.00 1.93 1.93 6528. 0.150 0.025 0.00 2.10 2.10 I 7103. 0.163 0.026 0.00 2.27 2.27 1 7678. 0.176 0.027 0.00 2.44 2.44 1 8253. 0.189 0.028 0.00 2.61 2.61 8828. 0.203 0.029 ' 0.00 2.78 2.78 I 9403. 0.216 0.030 0.00 2.95 2.95 9978. 0.229 0.031 0.00 3.12 3.12 10553. 0.242 0.032 0.00 3.29 3.29 11128. 0.255 0.033 0.00 3.46 3.46 i 11703. 0.269 0.034 0.00 3.63 3.63 12278. 0.282 0.035 0.00 3.80 3.80 12854. 0.295 0.036 0. 00 3.97 3.97 13429. 0.308 0.036 0. 00 4.14 4.14 I 14004. 0.321 0.037 0.00 I 4.48 4.48 15154. 0.348 0.039 0.00 4.64 4.64 15695. 0.360 0.039 0.00 4.81 4.81 16270. 0.374 0.040 0.00 4.98 4.98 16845. 0.387 0.041 0.00 5.15 5.15 17420. 0.400 0.041 0.00 5.32 5.32 17995. 0.413 0.042 0.00 5.49 5.49 18570. 0.426 0.043 0.00 5.66 5.66 19145. 0.440 0.043 0.00 5.83 5.83 19720. 0.453 0.044 0.00 6.00 6.00 20295. 0.466 0.045 0.00 6.17 6.17 20870. 0.479 0.045 0.00 6.34 6.34 21445. 0.492 0.046 0.00 6.51 6.51 22020. 0.506 0.047 0.00 6.68 6.68 22595. 0.519 0.047 0.00 6.85 6.85 23170. 0.532 0.048 0.00 7.00 7.00 23678. 0.544 0.048 0.00 7.02 7.02 23745. 0.545 0.049 0.00 7.04 7.04 23813. 0.547 0.051 0.00 7.06 7.06 23880. 0.548 0.054 0.00 7.07 7.07 23914. 0.549 0.059 0.00 7.09 7.09 23982. 0.551 0.064 0.00 7.11 7.11 24050. 0.552 0.071 0.00 7.13 7.13 24117. 0.554 0.079 0.00 7.15 7.15 24185. 0.555 0.081 0.00 7.32 7.32 24760. 0.568 0.097 0.00 7.49 7.49 25335. 0.582 0.108 0.00 7.66 7.66 25910. 0.595 0.118 0.00 7.82 7.82 26451. 0.607 0.127 0.00 7.99 7.99 27026. 0.620 0.135 0.00 8.16 8.16 27601. 0.634 0.143 0.00 8.33 8.33 28176. 0.647 0.150 0.00 8.50 8.50 28751. 0.660 0.156 0.00 8.67 8.67 29326. 0.673 0.162 0.00 8.84 8.84 29901. 0.686 0.168 0.00 9.01 9.01 30476. 0.700 0.174 0.00 9.18 9.18 31051. 0.713 0.179 0.00 9.35 9.35 31626. 0.726 0.185 0.00 9.52 9.52 32201. 0.739 0.190 0.00 9.69 9.69 32776. 0.752 0.195 0.00 9.86 9.86 33351. 0.766 0.199 0.00 10.00 10.00 33825. 0.777 0.203 0.00 10.10 10.10 34163. 0.784 0.514 0.00 10.20 10.20 34502. 0.792 1.080 0.00 10.30 10.30 34840. 0.800 1.810 0.00 10.40 10.40 35178. 0.808 2.610 0.00 10.50 10.50 i 35516. 0.815 2.890 0.00 10.60 10.60 35855. 0.823 3.150 0.00 10.70 10.70 36193. 0.831 3.390 0.00 10.80 10.80 36531. 0.839 3.610 0.00 10.90 10.90 I 36869. 0.846 3.810 0.00 11.00 11.00 37208. 0.854 4.010 0.00 11.10 11.10 37546. 0.862 4.200 0.00 11.20 11.20 37884. 0.870 4.380 0.00 11.30 11.30 38222. 0.877 4.550 0.00 11.40 11.40 38561. 0.885 4.710 0.00 11.50 11.50 38899. 0.893 4.870 0.00 11.60 11.60 39237. 0.901 5.030 0.00 Duration Comparison Anay1sis Base File: pre.tsf New File: rdout.tsf Cutoff Units: Discharge in CFS Fraction of Time Check of Tolerance Cutoff Base New Change Probability Base New %Change 0.049 0.90E-02 0.45E-02 -50.3 0.90E-02 0.049 0.046 -5.4 0.062 0.62E-02 0.37E-02 -40.9 0.62E-02 0.062 0.048 -23.4 0.075 0.47E-02 0.34E-02 -28.9 0.47E-02 0.075 0.048 -36.1 0.088 0.36E-02 0.29E-02 -19.3 0.36E-02 0.088 0.063 -29.3 0.102 0.28E-02 0.23E-02 -17.3 0.28E-02 0.102 0.091 -10.9 0.115 0.22E-02 0.19E-02 -14.2 0.22E-02 0.115 0.105 -8.2 0.128 0.15E-02 0.15E-02 0.0 0.15E-02 0.128 0.129 0.6 0.141 0.96E-03 0.11E-02 15.3 0.96E-03 0.141 0.146 3.2 0.154 0.59E-03 0.73E-03 25.0 0.59E-03 0.154 0.163 5.3 0.167 0.34E-03 0.41E-03 19.0 0.34E-03 0.167 0.170 1.6 0.181 0.21E-03 0.240-03 15.4 0.21E-03 0.181 0.184 1.8 0.194 0.16E-03 0.98E-04 -40.0 0.16E-03 0.194 0.189 -2.5 0.207 0.82E-04 0.00E+00 -100.0 0.82E-04 0.207 0.196 -5.4 Maximum positive excursion = 0.009 cfs ( 6.1%) occuring at 0.143 cfs on the Base Data:pre.tsf and at 0.151 cfs on the New Data:rdout.tsf Maximum negative excursion = 0.030 cfs (-37.8%) occuring at 0.079 cfs on the Base Data:pre.tsf and at 0.049 cfs on the New Data:rdout.tsf Retention/Detention Facility I WET#OND CALCULATIONS The following calculation is per Section 6.4.1 of the KCSWDM. Runoff Volume = Vr = (0.9Ai + 0.25Atg + 0.10Atf + 0.01Ao) x (R/12) Ai= 64956 sf Atg= 86633 sf Atf=O Ao=O R=.47 Vr = [ (0.9) (64956) + (0.25) (86633) + 0 + 0] x (.47/12) = 3138 cf Wetpool Volume Vb = f(Vr) f=3 Vr=3138 cf Vb = 3x3138 = 9414 cf Wetpool volume = 33' x 103' x 3' = 10197 cf, thus satisfying the volume required. o Cramer Northwest, Inc.61\1_Surveyors •Planners •Engineers BACKWATER ANALYSIS OF 99TH PL S. RENTON, WA FOR SATWANT SINGH 13306 SE 240.64 ST. sOORENTON, WASHINGTON 98042 04-4.,k' Prepared March 27, 2009 C.N.I. JOB NO. 2004-239 Prepared by Hubbel Ongking, E.I.T. Checked by Larry S. Krueger, P.E. ESE@ROY ER, JUN 1 5 23C3 K.C. D.D.E.S. 1 LO 5MaLS 945 V. Central, Suite#104 Kent WA 98032 253)I852-4880 Fax(253)852-4955 www.cramernw.com E-mail:cni(a,cramemw.com Backwater Analysis This report analyzes the capacity of the existing 99TH Place S. storm drainage conveyance system. The existing conveyance system contains 6 catch basins with 7 pipe segments. The proposed development will add one catch basin in our analysis. The following summarizes the inputs for each cb.from zones shown on the attached figure. CB 1 receives input from the one 1 in addition to offsite storm drainage run off from 19210 99th PL S, 19218 99th PL S, 19230 99th PL S, and 11711 SE 8th St. STE 310 Renton, WA. CB2 receives input from zone 2. CB3 receives input from zon 3 and offsite input from 19240•99t PL S, 19250 99th PL S, 19260 99th PL S, and 19225 02nd Ave SE. CB 4 receives input from zone 4. CB 5 is a proposed CB connection with inputs from the proposed development and zone 5. CB 6 receives input from the cul-de-sac, zone 6, and from offsite inputs from 19414 99th PL S. CB7 serves as an energy dissipater and does not receive input prior to release. Offsite basins were not surveyed. Total acreage of inputs were obtained from King County Imap assessors data. ZONE 2 ZONE 1 CB21- - B 1 I ZONE 4 ZONE 3 CB4 CB3 ZONE 5 CB5 ZONE 6 CB6 B7 i EXISTING CONVEYANCE SYSTEM ON 99th PL S. FIG. 1. Using 1 dwelling unit/gross ace with 15% effective impervious impervious area the following sites were evaluated as follows: SQ. FT. LOT SQ FT Acre Dwelling Impervious Grass Forested 19210 99TH PL S 17,640 0.40 1 2646 14994 19218 99TH PL S 11 0,800 0.25 1 1620 9180 19230 99TH PL S 98055 0,170 0.23 1 1526 8645 11711 SE 8TH ST STE 310 189,921 4.36 19240 99TH PL S 10,170 0.23 1 1526 8645 19250 99TH PL S 11,340 0.26 1 1701 9639 19260 99TH PL S 20,511 0.47 1 3077 17434 19225 102ND AVE SE 220,413 5.06 1 33062 113880 73471 19414 99TH PL S 15,911 19414 99TH PL S 17,500 33,411 0.77 1 5012 28399 Aerial photos of 11711 SE 8TH ST STE 310 indicate the site is undeveloped and completely forested. 19225 102ND AVE SE photos indicate at least 1/3rd of the site to be forested. Acreage equivalences as follows: Acres LOT Impervious Grass Forested 19210 99TH PL S 0.06 0.34 19218 99TH PL S 0.04 0.21 19230 99TH PL S 0.04 0.20 11711 SE 8TH ST STE 310 4.36 19240 99TH PL S 0.04 0.20 19250 99TH PL S 0.04 0.22 19260 99TH PL S 0.07 0.40 19225 102ND AVE SE 0.76 2.61 1.69 19414 99TH PL S 0.12 0.65 Each zone impervious area was evaluated an follows: Impervious Zone SQ. FT. Acres 1 5876.729 0.13 2 5848.925 0.13 3 4772.335 0.11 4 4368.017 0.10II 5 558.2965 0.01 6 6194.235 0.14 The proposed development bias 6.0 acres but the southern 2.92 acres is in a sensitive areas tract. Therefore only the 3.08 northern acres and the 0.40 acres of offsite improvements have been analyzed for a total of 3.48 acres. Developed: ft2 acres 12 homes @ 2500 ft2 30000 0.69 Road improvements (onite) 1650()0.38 Road improvements (offsite) 1845E 0.42 64956 1.49 lawn/grass 1.99 The total inputs for each cb after tallying zone and offsite input are as follows: CB Impervious Grass Forested 1 0.27 0.75 4.36 2 0.13 3 1.01 3.43 1.69 4 0.10 5 1.50 1.99 6 0.26 0.65 KCRTS was used to determine the flow rates for a 25 year event. I Land Use Summary Till Forest 4.36 acres Till Pasture 0.00 acres Till Grass 0.75 acres Outwash Forest 0.00 acres Outwash Pasture 0.00 acres Outwash Grass 0.00 acres Wetland 0.00 acres Impervious 0.27 acres Total Area : 5.38 acres Scale Factor : 1.00 15-Min Reduced Edit Flow Paths Time Series: CB1 Compute Time Series Modify User Input I Flow Frequency Analysis Time Series File:cbl.tsf Project Location:Sea-Tac Annual Peak Flow ates--- Flow Frequency Analysis Flow Rate Rank Time of Peak Peaks - - Rank Return Prob CFS)CFS) Period 0.433 3 2/09101 12:45 1.02 1 100.00. 0.990 0.201 7 1/06/02 1:00 0.578 2 25.00 0.960 0.578 2 12/08102 17:15 0.433 3 10.00 0.900 0.115 8 8/26/04 0:45 0.352 4 5.00 0.800 0.352 4 11/17/04 5:00 0.332 5 3.00 0.667 0.332 5 1/18/06 15:00 0.321 6 2.00 0.500 0.321 6 11/24/06 1:00 0.201 7 1.30 0.231 1.02 1 1/09/08 6:30 0.115 8 1.10 0. 091 Computed Peaks 0.875 50.00 0.980 Land Use Summary Till Forest 0.00 acres Till Pasture 0.00 acres Till Grass 0.00 acres Outwash Forest 0.00 acres Outwash Pasture 0.00 acres Outwash Grass 0.00 acres Wetland 0.00 acres Impervious 0.13 acres Total Area : 0.13 acres Scale Factor : 1.00 15-Min Reduced Edit Flow Paths Time Series: Cb2 Compute Time Series Modify User Input I Flow Frequency Analysis Time Series File:cb2.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 0.062 6 8/27/01 18:00 0.153 1 100.00 0.990 0.043 8 9/17/02 17:45 0.117 2 25.00 0.960 0.117 2 12/08/02 17:15 0.084 3 10.00 0.900 0.050 7 8/23/04 14:30 0.069 4 5.00 0.800 0.066 5 10/28/04 16:00 0.066 5 3.00 0.667 0.069 4 10/27/05 10:45 0.062 6 2.00 0.500 0.084 3 10/25/06 22:45 0.050 7 1.30 0.231 0.153 1 1/09/08 6:30 0.043 8 1.10 0.091 Computed Peaks 0.141 50.00 0.980 Land Use Summary Till Forest 1.69 acres Till Pasture 0.00 acres Till Grass 3.43 acres Outwash Forest 0.00 acres Outwash Pasture 0.00 acres Outwash Grass 0.00 acres Wetland 0.00 acres Impervious 1.01 acres Total Area : 6.13 acres Scale Factor : 1.00 15-Min Reduced 3dit Flow Paths Time Series: Cb3 Compute Time Series Modify User Input I 1 Flow Frequency Analysis Time Series File:cb3.1tsf Project Location:Sea- ac Annual Peak Flow R tes--- Flow Frequency Analysis Flow Rate Rank Time Hof Peak Peaks - - Rank Return Prob CFS)CFS) Period 0.795 4 2/09/01 12:45 3.05 1 100.00 0.990 0.516 7 1/06/02 1:00 1.73 2 25.00 0.960 1.73 2 12/08/IO2 17:15 1.49 3 10.00 0.900 0.427 8 8/26/104 0:45 0.795 4 5.00 0.800 1.49 3 11/17/04 5:00 0.765 5 3.00 0.667 0.764 6 10/27/05 10:45 0.764 6 2.00 0.500 0.765 5 10/25/06 22:45 0.516 7 1.30 0.231 3.05 1 1/09/08 6:30 0.427 8 1.10 0.091 Computed Peaks 2.61 50.00 0.980 Land Use Summary Till Forest 0.00 acres Till Pasture 0.00 acres Till Grass 0.00 acres Outwash Forest 0.00 acres Outwash Pasture 0.00 acres Outwash Grass 0.00 acres Wetland 0.00 acres Impervious 0.10 acres Total Area : 0.10 acres Scale Factor : 1.00 15-Min Reduced Edit Flow Paths Time Series: Cb4 Compute Time Series MI dify User Input Flow Frequency Analyss Time Series File:cb4.tsf Project Location:Sea- ac Annual Peak Flow R tes--- Flow Frequency AnalysisqYY Flow Rate Rank Time of Peak Peaks - - Rank Return Prob CFS)CFS) Period 0.047 6 8/27/01 18:00 0.118 1 100.00 0.990 0.033 8 9/17/02 17:45 0.090 2 25.00 0.960 0.090 2 12/08/02 17:15 0.065 3 10.00 0.900 0.038 7 8/23/04 14:30 0.053 4 5.00 0.800 0.050 5 10/28/04 16:00 0.050 5 3.00 0.667 0.053 4 10/27/05 10:45 0.047 6 2.00 0.500 0.065 3 10/25/06 22:45 0.038 7 1.30 0.231 0.118 1 1/09/08 6:30 0.033 8 1.10 0.091 Computed Peaks 0.108 50.00 0.980 I I 1 Land Use Summary Till Forest 0.00 acres Till Pasture 0.00 acres Till Grass 1.99 acres Outwash Forest 0.00 acres Outwash Pasture 0.00 acres Outwash Grass 0.00 acres Wetland 0.00 acres Impervious 1.50 acres Total Area : 3.49 acres Scale Factor : 1.00 15-Min Reduced Edit Flow Paths Time Series: Cb5 Compute Time Series MI dify User Input Flow Frequency Analysis Time Series File:cb5. sf Project Location:Sea- ac Annual Peak Flow R tes--- Flow Frequency AnalysisqYY Flow Rate Rank Time of Peak Peaks - - Rank Return Prob CFS)CFS) Period 0.715 6 8/27/i01 18:00 2.77 1 100.00 0.990 0.563 8 1/05/02 15:00 1.79 2 25.00 0.960 1.79 2 12/08/02 17:15 1.23 3 10.00 0.900 0.576 7 8/26/04 0:45 1.03 4 5.00 0.800 1.23 3 11/17/04 5:00 0.930 5 3.00 0.667 0.930 5 10/27/05 10:45 0.715 6 2.00 0.500 1.03 4 10/25/06 22:45 0.576 7 1.30 0.231 2.77 1 1/09/08 6:30 0.563 8 1.10 0.091 Computed Peaks 2.44 50.00 0.980 Land Use Summary Till Forest J 0.00 acres Till Pasture 0.00 acres Till Grass 0.65 acres Outwash Forest 0.00 acres Outwash Pasture 0.00 acres Outwash Grass 0.00 acres Wetland 0.00 acres Impervious 0.26 acres Total Area : 0.91 acres Scale Factor : 1.00 15-Min Reduced Edit Flow Paths Time Series: Cb6 Compute Time Series Modify User Input I Flow Frequency Analysis Time Series File:cb6.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 0.150 6 2/09/01 12:45 0.635 1 100.00 0.990 0.113 7 1/05/02 15:00 0.377 2 25.00 0.960 0.377 2 12/08/02 17:15 0.310 3 10.00 0.900 0.105 8 8/26/04 0:45 0.189 4 5.00 0.800 0.310 3 11/17/04 5:00 0.181 5 3.00 0.667 0.181 5 10/27/05 10:45 0.150 6 2.00 0.500 0.189 4 10/25/06 22:45 0.113 7 1.30 0.231 0.635 1 1/09/08 6:30 0.105 8 1.10 0.091 Computed Peaks I 0.549 50.00 0.980 The main pipe segment route to be examined will traverse from CB1, CB2, CB4, CB5, CB6, CB7, and the outlet. CB 3 will be examined separately. CB Rim Inlet IE Out IE 1 299.97 298.02 297.97 2 299.86 296.91 296.81 3 284.93 N/A 282.93 4 284.75 282.2 282.05 282.15 5 282 279.14 279.14 6 271.11 267.71 267.81 267.71 268.01 7 214.97 212.59 212.47 CB1 CB2 CB3 CB4 CB5 CB6 CB7 Acreage Till Grass 0.75 3.43 1.99 0.65 n/a Impervious 0.27 0.13 1.01 0.10 1.50 0.26 n/a Forested 4.36 1.69 Q(25) 0.578 0.117 1.73 0.09 1.79 0.377 n/a Q(sum) 0.578 0.695 1.730 2.515 4.305 4.68 n/a Qratio 1.202 2.619 0.712 0.088 0.000 Pipe segment Length Description 1 4.15 Putlet to CB7 2 114.05 CB7 to CB6 3 114.53 CI to CB5 4 31.97 CB5 to CB4 5 297.72 CB4 to CB2 6 27.56 CB2 to CB1 7 37.18 CB5 to Proposed development 8 27.89 CB4 to CB3 I 1 The main segment results were as follows: BACKWATER COMPUTER PROGRAM FOR PIPES Pipe data from file:main.bwp Surcharge condition at intermediate junctions Tailwater Elevation:212.39 feet Discharge Range:0.5 to 4.68 Step of 0.5 [cfs] Overflow Elevation:299.97 feet Wei. :NONE Channel Width:l. feet PIPE NO. 1: 4 LF - 12"CMP @ 1.93% OUTLET: 212.39 INLET: 212.47 INTYP: 1 JUNC NO. 1: OVERFLOW-EL: 214.97 BEND: 11 DEG DIA/WIDTH: 2.0 Q-RATIO: 0.00 Q(CFS) HW(FT) HW ELEV. * N-FAC DC DN TW DO DE HWO HWI r***************************************************** 0.50 0.48 212.95 * 0.024 0.30 0.30 0.00 0.30 0.30 0.48 0.40 1.00 0.69 213.16 * 0.024 0.43 0.43 0.00 0.43 0.43 0.69 0.591.50 0.84 213.31 * 0.024 0.52 0.54 0.00 0.52 0.54 0.84 0.75 2.00 0.96 213.43 * 0.024 0.61 0.65 0.00 0.61 0.64 0.96 0.892.50 1.06 213.53 * 0.024 0.68 0.77 0.00 0.68 0.75 1.06 1.02 3.00 1.16 213.63 * 0.024 0.75 1.00 0.00 0.75 0.85 1.16 1.13 3.50 1.34 213.81 * 0.024 0.80 1.00 0.00 0.80 0.94 1.26 1.34 4.00 1.58 214.05 * 0.024 0.85 1.00 0.00 0.85 1.04 1.43 1.58 4.50 1.86 214.33 * 0.024 0.89 1.00 0.00 0.89 1.10 1.59 1.865.00 2.18 214.6 * 0.024 0.92 1.00 0.00 0.92 1.16 1.76 2.18 PIPE NO. 2: 114 LF - 12"CMP @ 48.42% OUTLET: 212.59 INLET: 267.81 INTYP: 1 JUNC NO. 2: OVERFLOW-EL: 1271.11 BEND: 57 DEG DIA/WIDTH: 2.0 Q-RATIO: 0.09 Q(CFS) HW(FT) HW ELEV. * N-FAC DC DN TW DO DE HWO HWI 0.50 0.30 268.11 * 0.024 0.30 0.14 0.36 0.36 0.30 ***** 0.17 1.00 0.43 268.24 * 0.024 0.43 0.19 0.57 0.57 0.43 ***** 0.38 1.50 0.57 268.38 * 0.024 0.52 0.23 0.72 0.72 0.52 ***** 0.57 2.00 0.75 268.56 * 0.024 0.61 0.27 0.84 0.84 0.61 ***** 0.75 2.50 0.93 268.74 * 0.024 0.68 0.30 0.94 0.94 0.68 ***** 0.93 3.00 1.10 268.91 * 0.024 0.75 0.33 1.04 1.04 0.75 ***** 1.103.50 1.39 269.20 * 0.024 0.60 0.35 1.22 1.22 0.80 ***** 1.394.00 1.72 269.53 * 0.024 0.65 0.38 1.46 1.46 0.85 ***** 1.724.50 2.10 269.91 * 0.024 0.E9 0.40 1.74 1.74 0.89 ***** 2.10 5.00 2.53 270.34 , * 0.024 0.92 0.43 2.06 2.06 0.92 ***** 2.53 PIPE NO. 3: 114 LF - 12"CPI @ 9.98% OUTLET: 267.71 INLET: 279.14 INTYP: 1 JUNC NO. 3: OVERFLOW-EL: 282.00 BEND: 0 DEG DIA/WIDTH: 2.0 Q-RATIO: 0.71 Q(CFS) HW(FT) HW ELEV.; * N-FAC DC DN TW DO DE HWO HWI 0.46 0.35 279.49 * 0.012 0.29 0.14 0.40 0.40 0.29 ***** 0.35 0.92 0.54 279.68 I * 0.012 0.41 0.19 0.53 0.53 0.41 ***** 0.54 1.38 0.71 279.85 ' * 0.012 0.50 0.23 0.67 0.67 0.50 ***** 0.71 1.83 0.87 280.01 1 * 0.012 0.58 0.27 0.85 0.85 0.58 ***** 0.872.29 1.03 280.17 * 0.012 0.65 0.30 1.03 1.03 0.65 ***** 1.03 2.75 1.16 280.30 I * 0.012 0.72 0.33 1.20 1.20 0.72 ***** 1.16 3.21 1.37 280.51 '* 0.012 0.77 0.36 1.49 1.49 0.77 ***** 1.37 3.67 1.63 280.77 * 0.012 0.82 0.38 1.82 1.82 0.82 ***** 1.63 4.13 1.94 281.08 1* 0.012 0.86 0.41 2.20 2.20 0.86 ***** 1.94 4.59 2.28 281.42 0.012 0.90 0.43 2.63 2.63 0.90 ***** 2.28 PIPE NO. 4: 31 LF - 12CP @ 9.10% OUTLET: 279.14 INLET: 282.05 INTYP: 1JUNCNO. 4: OVERFLOW-EL: 284.75 BEND:: 6 DEG DIA/WIDTH: 2.0 Q-RATIO: 2.62 Q(CFS) HW(FT) HW ELEV. * N-FAC I)C DN TW DO DE HWO HWI 0.27 0.25 282.30 * 0.012 0.22 0.11 0.35 0.35 0.22 ***** 0.250.54 0.39 282.44 * 0.012 0.31 0.15 0.54 0.54 0.31 ***** 0.390.80 0.50 282.55 * 0.012 0.38 0.18 0.71 0.71 0.38 ***** 0.501.07 0.61 282.66 * 0.012 0.44 0.21 0.87 0.87 0.44 ***** 0.611.34 0.71 282.76 * 0.012 0.49 0.23 1.03 1.03 0.49 ***** 0.711.61 0.81 282.86 * 0.012 0.54 0.26 1.16 1.16 0.54 ***** 0.811.88 0.91 282.96 * 0.012 0.59 0.28 1.37 1.37 0.59 ***** 0.912.15 1.00 283.05 * 0.012 0.63 0.30 1.63 1.63 0.63 ***** 1.002.41 1.10 283.15 * 0.012 0.67 0.31 1.94 1.94 0.67 ***** 1.102.68 1.19 283.24 * 0.012 0.71 0.33 2.28 2.28 0.71 ***** 1.19 PIPE NO. 5: 297 LF - 12"CP @ 4.91% OUTLET: 282.20 INLET: 296.81 INTYP: 1JUNCNO. 5: OVERFLOW-EL: 299.86 BEND: 83 DEG DIA/WIDTH: 2.0 Q-RATIO: 1.20 Q(CFS) HW(FT) HW ELEy. * N-FAC DC DN TW DO DE HWO HWI 0.07 0.13 296.94 * 0.012 0.12 0.07 0.10 0.10 0.12 ***** 0.130.15 0.19 297.00 * 0.012 0.16 0.10 0.24 0.24 0.16 ***** 0.190.22 0.24 297.05 * 0.012 0.20 0.12 0.35 0.35 0.20 ***** 0.240.30 0.29 297.10 * 0.012 0.23 0.13 0.46 0.46 . 0.23 ***** 0.29 0.37 0.33 297.14 * 0.012 0.26 0.15 0.56 0.56 0.26 ***** 0.330.44 0.37 297.18i * 0.012 0.28 0.16 0.66 0.66 0.28 ***** 0.370.52 0.40 297.21 * 0.012 0.30 0.17 0.76 0.76 0.30 ***** 0.400.59 0.44 297.25 * 0.012 0.33 0.18 0.85 0.85 0.33 ***** 0.44 0.67 0.47 297.28 * 0.012 0.35 0.19 0.95 0.95 0.35 ***** 0.47 0.74 0.50 297.31 * 0.012 0.36 0.20 1.04 1.04 0.36 ***** 0.50 PIPE NO. 6: 27 LF - 12"CP @ 3.85% OUTLET: 296.91 INLET: 297.97 INTYP: 1 Q(CFS) HW(FT) HW ELEV. * N-FAC DC DN TW DO DE HWO HWI 1•*************************************** 0.03 0.08 298.05 * 0.012 0.08 0.05 0.03 0.05 0.08 ***** 0.080.07 0.12 298.09 * 0.012 0.11 0.07 0.09 0.09 0.11 ***** 0.120.10 0.15 298.12 * 0.012 0.13 0.09 0.14 0.14 0.13 ***** 0.150.13 0.18 298.15 * 0.012 0.15 0.10 0.19 0.19 0.15 ***** 0.18 0.17 0.20 298.17 * 0.012 0.17 0.11 0.23 0.23 0.17 ***** 0.200.20 0.22 298.19 * 0.012 0.19 0.12 0.27 0.27 0.19 ***** 0.220.24 0.24 298.21 * 0.012 0.20 0.13 0.30 0.30 0.20 ***** 0.240.27 0.26 298.23 * 0.012 0.22 0.13 0.34 0.34 0.22 ***** 0.260.30 0.28 298.25 * 0.012 0.23 0.14 0.37 0.37 0.23 ***** 0.280.34 0.30 298.27 : * 0.012 0.24 0.15 0.40 0.40 0.24 ***** 0.30 This demonstrates that the main conveyance on 99th P1 S has adequate capacity. 4 r , 4 e Pipe segment 8 between CB 4 to CB 3 was analyzed using the results on the main conveyance. The results are as follows: BACKWATER COMPUTER PROGRAM FOR PIPES Pipe data from fileseg8.bwp Surcharge condition At intermediate junctions Tailwater Elevation:282.96 feet Discharge Rang :0.1 to 1.88 Step of 0.1 [cfs] Overflow Elevation:284.93 feet Weir:NONE Channel Width:l. feet PIPE NO. 1: 27 LF - 12"CP @ 2.80% OUTLET: 282.15 INLET: 282.93 INTYP: 1 Q(CFS) HW(FT) HW ELEy. * N-FAC DC DN TW DO DE HWO HWI 0.10 0.16 283.09 * 0.012 0.13 0.09 0.81 0.81 0.13 ***** 0.16 0.20 0.23 283.16 * 0.012 0.19 0.13 0.81 0.81 0.19 ***** 0.23 0.30 0.28 283.21 * 0.012 0.23 0.15 0.81 0.81 0.23 ***** 0.28 0.40 0.33 283.26 * 0.012 0.27 0.17 0.81 0.81 0.27 ***** 0.33 0.50 0.38 283.31 * 0.012 0.30 0.19 0.81 0.81 0.30 ***** 0.38 0.60 0.42 283.3 * 0.012 0.33 0.21 0.81 0.81 0.33 ***** 0.42 0.70 0.46 283.39 * 0.012 0.35 0.23 0.81 0.81 0.35 ***** 0.46 0.80 0.50 283.43 * 0.012 0.38 0.24 0.81 0.81 0.38 ***** 0.50 0.90 0.53 283.46 * 0.012 0.40 0.26 0.81 0.81 0.40 ***** 0.53 1.00 0.57 283.50 * 0.012 0.43 0.27 0.81 0.81 0.43 ***** 0.57 1.10 0.60 283.53 * 0.012 0.45 0.28 0.81 0.81 0.45 ***** 0.60 1.20 0.64 283.57 * 0.012 0.47 0.30 0.81 0.81 0.47 ***** 0.64 1.30 0.67 283.60 * 0.012 0.49 0.31 0.81 0.81 0.49 ***** 0.67 1.40 0.70 283.63 * 0.012 0.51 0.32 0.81 0.81 0.51 ***** 0.70 1.50 0.73 283.66 * 0.012 0.52 0.33 0.81 0.81 0.52 ***** 0.73 1.60 0.77 283.70 * 0.012 0.54 0.34 0.81 0.81 0.54 ***** 0.77 1.70 0.80 283.73 * 0.012 0.56 0.36 0.81 0.81 0.56 ***** 0.80 1.80 0.83 283.76 * 0.012 0.58 0.37 0.81 0.81 0.58 ***** 0.83 1.90 0.86 283.79 * 0.012 0.59 0.38 0.81 0.81 0.59 ***** 0.86 This demonstrates that the co veyance between CB 4 and CB 3 have sufficient capacity. 1 II Cramer Northwest, Inc. tgk` Surveyors *Planners *Engineers June 5,2009 King County Department of Development and Environmental Services Attention:Kim Claussen 900 Oakesdale Avenue Southwest Renton,Washington 98057 RE:Viewpoint • 05P001 Dear Ms.Claussen: Enclosed please find our submittal package to address the items requested in the DDES Letter dated May 14,2008. 1.A revised Stormwater Adjustment has also been submitted for review. 2.The client has or will provide this item. 3.We have provided a revised set of plans and Level 1. 4.An analysis has been conducted for the off-site drainage.An easement shall be provided once the remaining plan issues have been approved. 5.A capacity analysis has been provide . 6.The revised plans are consistent with the letter of intent. Please also note that we have addition ly revised our plans for the alignment along l02nd Ave SE to avoid conflicts with the landscaping located on the neighboring parcel. Thank you for your understanding. Terry Wilson Owner/Operations Manager O‘M' Ts\D 15 D rn 7 945 N.Central,Suite#11:14 Kent WA 98032 (253)852-4880 Fax(253)852-4955 www.cramernw.com E-mail:cni(acramemw.com toP.'14 King County Y =.: ba;•. §,+Y/ Department of Development aikr.<s s';r. ". :• '>r: and Environmental Services• H 3:.Land Use Services Division r... 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 LUSDPROJECTNUMBERANDNAMEISNECESSARY FOR ALL DROP-OFFS o C77, Project No.: Z.,,sf 0e2/3 Project Name: FROM: L Company Name/Contact Person TT Telephone No: .53-575-Zi -1a(M TO: (5%'A x / e_ t. co---- ADDITIONAL INFORMATION REQUESTED BY KING COUNTY STAFF (please print) Short Plat I Plats Please specify item(s)dropped-off: yyz v/ d7s - S Lot Line Adjustment Permit Please le specify item(s)drropppeed-off. 3 —L9--= 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-oli item(s)will be logged into lire computer under the project number, therefore, it is important that the top portion of this form is completed properly before you drop-ofi anything Assistance in finding a project number can be provided by speaking to a Zoning/I.and Use Technician. Your cooperation is important Thank you Check out the DDES Web site at yt,, .rrfetraicc.ra: vi sie,: Drop-Off Cover Sheet—LUSD Only Ig-cvs-dropoff pdf 1 1-03-2004 Pape I of 1 1 / 4.. i y,Pia., tl'n 'ra,r s tt# R •elf it a'.iii iI•r „lie0.tt 7racifi°'Vie LU I;TFtle::1o,; 0 V @ 1C@4• tlt _O IlCnt1 De BrI a"e, °t fcrt a.- ale, .tta7Enirirottinneat.5et siic 1 : t,, - - - :,f.- _ rx.. t] ke date aPritte'.Souttfvsest rC ISI I t t 'E foie,'..c rrif'l':of:f,farr art rn i u Y._ ust:, €:;-tit 8.= -. Reriton; C04 : 9 - i,' I 21 Z x'ZCt6=29 5 swAsoo;.`rrv:zace's- wa w.mstrokt. ?v foll wl-, ::i iiess t a rwise noted-' Please,pcc vlde_fer•i.1.()copi':,,,tt e'f l d. ,rig', e- he revisions to>pro`.ased Ad`ustmert LO61l'0t 60'>.;to`diver the. :: 'Please-- •..n:ap r.©vaf-ft r#, p' = roll -rmwater v resterl #ti::tf e::.99'l tace<<-Sciu d=aitia to•.. ro .o`t'f`'r tYie s dp ` triw`.e' s .to.•'"rovide si;:dreir a e'easernen o.2 Sup`mtt a:letter;of"trit.,nt:from,tle,. n ;{ } ..P,,, Y YAc*::j.-:;r;.' : jAty a•p.E:y s' t ai.-:g.::..ra.•:,i;..,.,;,:: tj .' iY t. m i iae't-t'{Pi`offs t riftheeda o.t a n'rr U t't t of t e`revisedvi` he:Level •'1 C' 4-6i e Analysis t4' rah ido a-,rr410t de#aitecl map l g. h. Pla •e South:from the•,cul de-sac,to th :.ci?r.s#re t rau'te•• iiiciucl r laly pipe':ft+orr.the. i'e'to the Cii'' :of'R:• . ' ` ,i ,e,:ravr e=.kiot#iiiis AisQ sho;ft3e.reiafiatisl i of:t ie-"xistir p p,..„ y: , P P, i ~ < ..Place South cul-oe-sac:tosystemIn•:the,ravine: ',It.appears tfia#;fh-::;xtstit g',pipe fram.the:9 • I'•the.ravine bottom is:across private:properly Tax;,Lot€1;120}and'„prop:erty'in.;Renton'.: ale ado riot find':an easement for'this,'p pe or authorit•y t© access'or m_ aintain the:culvert tt; .r .rn°9 a e,`.tern P Gte'd s#rearr'i-=s:.s cProVide:art:arialysis cif 'e:- uthtrif!;,-#ci`-:car.tfb„ t :,the.ravine. Research the',status•4.of this:"1 e;and ind sate wt ether this'•syste i.is private or- ublic. If:the~s stem,is private;:it may not:be legally acce•ptable•to;d.ivert flows to this i :'i riless"an easement/,' eri fission is',obtai.ied : Sl ow t fie,; xisting-:Renton;+ ity.Bounda;ry n: .. ove do rnstream-mateabwh 5_.: Provi e.a capacitycanal ,sus>forthe,exrsfip.i ,99th Place_Soutl:..dramage' ystemi .: . - :':..': ef.mt n# rotieLe t n :.dated=A ril:''1.4 :29a8°'conflicts°.witY the:pro :osed> lat .'T fie.letter:of intent;.The:.letter Q ,n.e t,, p_.,. ,zP . _ - ,. . 0 tint .,Parcel No. 0522059585:;:owned<bj:;Kaur:;L....mited`:_:agr• ees-:..to:.sell,:a.,portit n;'of'Kn,,,...:.Q _ .Y:,, _ rrie.'t.-',is limited::to."twelve-.•.sin '-le lamil resideri'ees ' .PaitnersYip';vr ty;if-:tne:;prrr`po ed,iev 6Q:p, _ n Y l s'for 1:8,lots.'.:"The;a lica"x';v+ill-need':resolve the i flirt"between theT13 .current• rop4Sa ,1 fetter of°intent and the current;proposal with the-next submi.tair' ':.:..= 9: a tatg 5' Pet'i.15P Le e ::S reer1. i.---y•-_:::-.J4:•i—s—•'.'-.:;-'..•::?•••:.-::, : . . . .i,:,si:•;:•?,..,.'-.,%•,i....*-.•:,'•-•,-•:,''', 1,‘,..,-‘- • 1;-:,•',••'.ttI. • .. 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' • ' King County Department of Development and Environmental Services 900 Oakesdale Avenue Southwest Renton, WA 98057-5212 206-296-6600' TTY 206-296-7217 oww i co py May 14, 2008 Satwant Singh 13306 SE 240th Street 6 Kent, WA 98042 ' w RE: Notice of Request for A•ditional Information or Studies Application No. LO5P00'13 —Viewpoint Subdivision Dear Mr. Singh: The purpose of this letter is t notify you pursuant to King County Code Titl 20 that the Land Use Services Division is requesting additional information and/or studies to complete the review of your Project.. The information is described on the enclosed plat screening transmittal. When submitting' the requsted information, include a copy of the plat screening transmittal and retain a coN for your records. Provide a cover letter, which lists how each item, was addressed. Any clarification or explanation of the submittal can,also be included in the cover letter. Please submit the information to: King County Dept. of Development and Environmental Services Land Use Services Division ATTN.: Shannon Dorr, Project Manager II, Current Planning Section. 900 Oakesdale Avenu Southwest Renton, WA 98057-5212 If the submittal is hand delivered, submit at the address above. Your application is on "hold" from the date of this notice, until the date you are advised that the additional information satisfies this. request or 14 days after ,the date the information-has been provided. You will be notified if the Division determines that the information is insufficient. Pliease note that the supplemental information required after vesting of a complete application shall,not affect the validity of such application. AMAIN FILE COPY i E-.J,'The deadline for the subrr, of the necessary information is ,-..gust 14, 2008. In the event you feel extenuating circumstances exist, which may justify an extension of this date, you may submit such request, in writing, for consideration by this Department. Failure to meet the deadline;shall be cause for the Department to cancel or deny the application. If possible, please submit all of the information in one package.. If you have any questions, regarding the additional information or the submittal deadline, please call me at (206) 296-6673. S" erely, Shannon Dorr Project/Program Manager II Current Planning Section Cc: Ale Kondelis, Cramer 'lorthwest, Inc. Bruce Whittaker, Senior Engineer, Engineering Review Section, LUSD Kris Langley, Senior Engineer, Traffic & Engineering Section, KCDOT Nick Gillen, Senior Ecologist, Critical Areas Section, LUSD Larry West, Senior Geologist, Critical Areas Section, LUSD Y 0ApplicationFier; 1 Page 2 of 2 3 fig t:;Screenin Transmittal King County Preliminary Plat°Application o:f View oint •. : . L.USD.'File'No. 'L05P.0013; Department of Development I and Environmental Services „ ":D'ate•'`'`of Information`Re u04i.i.May'':14, 20,0,fy,„. t: 900 Oakesdale Avenue Southwest l` '"'' ) " q '.,; z".< ` Renton WA 98057-5212 Deadline fort Su±bmittal of`Information August 14,;2008" 206-296-6600 TTY 206-296-7217 www.metrokc.gov r Please provide ten (10) copies of the following, unless otherwise noted. , Drainage: 1. Please obtain approval for the revisions to proposed Adjustment L06V0060, to divert the stormwater westerly to the 99th Place South drainage system. 2. Submit a letter of intent from the owner(s) to provide a drainage easement for the proposed routing of the offsite drainage to the west. 3. Revise the Level 1 Offsite Analysis to provide a more detailed mapping of the revised downstream route, including the pipe from the 99th Place South from the cul-de-sac to the ravine bottom. Also, show the relationship of the existing pipe to the City of Renton pipe system in the ravine. It appears-that the existing pipe from the 99th Place South cul-de-sac to the ravine bottom is across private property (Tax Lot 0120) and,property in Renton. We do not find an easement for this pipe or authority to.access or maintain the culvert. 4. Provide an analysis of the au hority to connect to the downstream system from 99th Place South to the ravine: Research the status of this pipe and indicate whether this system is private or public. If the system is private, it may not be legally acceptable to divert flows to this pipe; unless an easement/permission is obtained. Show the existing Renton City Boundary on the above downstream mapping. 5. Provide a capacity analysis for the existing 99th Place,South drainage system. Letter of intent 6. The letter of intent, dated April 14, 2008, conflicts with the proposed plat. The letter of intent agrees to sell a portion of King County Parcel No. 0522059085 owned by Kaur -.Limited Partnership only if the proposed development is limited to twelve single-family residences. The current proposal is for 1 8 lots. The applicant will'need resolve the conflict between the letter of intent and the current proposal with the next submittal. Viewpoint Plat—L05P0015 Screening Letter Page 1 of 1 c 1 i King County Department of Development and Environmental Services 900 Oakesdale Avenue SW Renton,WA 98055-1219 ' January 19, 2006 Satwant Singh 13306 SE 240th Street Kent, WA 98042 RE: Notice of Request_for.Ad•itional Information or Studies Application No,_ltr07- :09;13—View oint S bdi v'",sioa Date Filed: July 5, 2005 Date of Complete Application: September 6, 2005 Dear Mr. Singh:' The purpose of this letter is to notify you pursuant to King County Code Title 20 that the Land Use Services Division is requesting additional information and/or studies to complete the review of your project. The information is described on the enclosed plat screening transmittal. When submitting the requested information, include a copy of the plat screening transmittal and retain a copy for your rec grds. Provide a cover letter, which lists how each item, was addressed. Any clarification or explanation of the submittal can also be included in the cover letter. Please submit the information to: King County Dept. of Development and Environmental Services Land Use Services Division ATTN.: Chad Tibbits, Project Manager II, Current Planning Section 900 Oaksda.ie Avenue Southwest Renton, WA 98055-1219 If the submittal is hand delivered, submit at the address above. Your application is on "hold" frJom the date of this notice, until the date you are advised that the additional information satisfies this request or 14 days after the date the information has been provided. You will be notified if the Division determines that the information is insufficient. Please note that the supplemental information required after vesting of a complete application shall not affect the validity of such application. The deadline for the submittal of the necessary information is March 20, 2006. In the event you feel extenuating circumstances exist, which may justify an extension of this date, you may submit such request, in writing, for consideration by this Department. Failure to meet the deadline shall be cause for the Department to cancel or deny the application. MAIN FILE COPY If possible, please submit all of'the information in one package. If you have any questions, regarding the additional information or the submittal deadline, please call me at (20.6) 296- 7194. Sincere) 244/...-ati--- 1- Chad Tibbits, Project/Program Manager II Current Planning Section Cc: Cramer NW, Inc., Attn. i8ile Konelis, 945 N. Central Avenue#104, Kent, WA 98032 Kim Claussen, Project/Program Manager III, Current Planning Section, LUSD w/enc Bruce Whittaker, Senior Engineer, Engineering Review Section, LUSD w/enc Kris Langley, Senior Engineer, Traffic & Engineering Section, KCDOT w9A i o a w/en flLE COPY I O Plat Screening Transmittal King County Preliminary,Plat.Ap:plication of ViewpOint Department of Development LU$;D•F.ile':NoL05P;0:,01r3'and Environmental Services Land Use Services Division Date:oj Information,:Request .;.Janu;ary'.:1`9,2006:, 900 Oakesdale Avenue Southwest y_. .....•.. . .. .-..x. w.. Renton,Washington a outhwe9 Deadline.for. S;ubmittal:of:Information;::March .20,_2006 Please provide five (5) copies of the following, unless otherwise noted. Drainage: Provide a detailed Level 1 Offsit Analysis that includes the both subbasins leaving the site. There are 2 downstream paths leaving the site, one to the west and one to the southwest into Springbrook Creek. The Offsite Analysis should include both downstream flow paths. Include a list of drainage complaints for a distance of 1 mile downstream. Provide actual copies of complaints located in the downstream flow paths. Include an analysis,of each complaint, showing how adequate mitigation is provided with the proposed drainage design. DDES is aware of downstream drainage complaints from the Springbrook Trout Farm and other complaints within the Springbrook Creek downstream. Note that more restrictive drainage and construction controls may be necessary due to the close proximity to the City of Renton watershed. A more detailed downstream map is required to adequately show the downstream flow paths. Include an Offsite Drainage System Table for both subbasins. Show the drainage culvert leaving the southwest corner of the site, and any other drainage conveyances onsite and offsite. Provide preliminary calculations showing how the 2005 Conservation Flow Control Standard is met. Note that the Conservation Flow Control requires using historic (forested) pre-developed land cover. Submit a drainage adjustment ( o Core Requirement 1)to combine the 2 subasins into one post- developed facility. Provide geotechnical input for the tightline system proposed and more detail of the pipe outlet. Show the relative proximity of the stream channel and the proposed pipe outlet/dissipater. Incorporate these details into the conceptual drainage plan. Please stake the route and outlet location on the site for review by DDES. • 1 Roads: Provide an onsite and offsite conceptual road improvement plan including proposed provisions for drainage design. Include a conceptual profile grade for the road alignments. The plan should show the location of the existing road improvements in relation to the R/W widths, overlayed by any proposed improvements. Please include cross-section views along the proposed improvements, showing proposed slopes or needed walls to keep the improvements within the R/W. A public road is required for access to the subdivision per the KCRS. Letters of intent from the affected owner(s) of the existing access road easement are required to convert the easement to a public road. Please include copies of the road easement with the letters of intent. The proposed access road does not meet the length of cul-d-sac requirements in the 1993 KCRS. Please re-design the proposal to meet the standards or request a road variance. Evaluate future neighborhood circulation issues for the undeveloped parcels in the vicinity. Please consider a loop entry' road that would stub to the adjoining greenhouse property. Viewpoint—L05P0013 01/06 f Provide an offsite school',:. `I!kway inventory. Submit a conceptual grading plan for the site, showing cross-section views across the site. Show any proposed retaining or rock walls Please provide an offsite school pedestrian walkway inventory to the area schools. Show details of the existing pavement and R/W widths within 102nd Ave SE to SE 192nd Street. It appears that existing walkway provisions are inadequate along 102nd Ave SE. Provide a conceptual walkway improvement plan, showing the existing pavement and R/W in relation to any proposed improvements. If any off R/W construction is necessary, letters of intent to provide permission from the affected owners are required. Please revise the plans to show the road meeting King County Road Standards for a subaccess street. Please provide letters of intent fiom the underlying property owners of the future Right-of-Way. Tract B shows service to 7-lots which is not allowed under the 1993 King County Road Standards; please either revise Tract B appropriately or submit a request for a variance from the 1993 King County Road Standards to address this issue. Tract B exceeds the length allowed under the 1993 King County Road Standards; please either revise Tract B appropriate or submit a request for a variance from the 1993 King County Road Standards to address this issue. Critical Areas: J Please provide a conceptual grai ding plan including cuts, fills and any planned rockeries or retaining walls. The specific location and height of the rockeries and retaining walls should be shown on the plan. c Recreation Tract: Please provide a conceptual recreation space plan (i.e. playground equipment, benches). SO-220/Significant Tree: Provide a survey of the significant trees located on the site. Also provide a conceptual retention/mitigation plan. 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 m y result in the reconfiguration and/or loss of lots. Viewpoint-L05P0013 01/06 d King County Department of Development and Environmental Services 900 Oakesdale Avenue SW Renton,WA 98055-1219 August 31, 2006 Satwant Singh 13306 SE 240th Street Kent, WA 98042 RE: Notice of Request foi Additional.lnformation or Studies Application No. L05P001 3—V- o o'ntlSubdivision Date Filed: July 5, 2005 Date of Complete Applica ion: September 6, 2005 Dear Mr. Singh: The purpose of this letter is to notify you pursuant to King County Code Title 20 that the Land Use Services Division is requesting additional information and/or studies to complete the review of your project. The information is described on the enclosed plat screening transmittal. When submitting the requested information, include a copy of the plat screening transmittal and retain a copy for your records. Provide a cover letter, which lists how each item, was addressed. Any clarification o l explanation of the submittal can also be included in the cover letter. Please submit the information to: King County Dept. of Development and Environmental Services Land Use Services Division ATTN.: Chad Tibbits, Project Manager II, Current Planning Section 900 Oaksdale Avenue Southwest Renton,WA 98055-1219 If the submittal is hand delivered, submit at the address above. Your application is on "hold"from the date of this notice, until the date you are advised that the additional information satisfies this request or 14 days after the date the information has been provided. You will be notified if the Division determines that the information is insufficient. Please note that the supplemental information required after vesting of a complete application shall not affect the validity of such application. The deadline for the submittal of the necessary information is December 1, 2006. In the event you feel extenuating circumstances exist, which may justify an extension of this date, you may submit such request, in writing, for consideration by this Department. Failure to meet the deadline shall be cause for the Department to cancel or deny the application. MAIN FILE COPY If possible, please submit all ofthe information in one package. If you have any questions, regarding the additional information or the submittal deadline, please call me at (206) 296- 7194. Sincerely, Ch ibbit oject/Program Manager II Current Planning Section Cc: Cramer NW, Inc., Attn. Ale Konelis, 945 N. Central Avenue#104, Kent, WA 98032 Kim Claussen, Project/Program Manager III, Current Planning Section, LUSD w/enc Bruce Whittaker, Senior Engineer, Engineering Review Section, LUSD w/enc Kris Langley, Senior Engineer, Traffic & Engineering Section, KCDOT yojoiiroi:Eirolai iPi le w/enc 0 T, , t:.S reeving Transmittal ly cation" of:View V of .t' ~` <.King County PreliminaryPlatApp., wp, in Department of Development L'U SD'File No L05P001,3, and Environmental Services Land Use Services Division Dateof"Informtation.Re `uest:>Au `ust31` :'2006 -1:.q. 9 900 Oakesdale Avenue Southwest aD.e'adllrl ;for'submittal:• of: n Renton,Washington 98055-1219 aInformation December 1:., 2006< Please provide five (5) copies of the following, unless otherwise noted. Drainage: Provide a detailed Level 1 Offsite Analysis that includes the both subbasins leaving the site. There are 2 downstream paths leaving the site, one to the west and one to the southwest into Springbrook Creek. The Offsite Analysis should include both downstream flow paths. Include a list of drainage complaints for a distance of 1 mile downstream. Provide actual copies of complaints located in the downstream flow paths. Include an analysis of each complaint, showing how adequate mitigation is provided with the proposed drainage design. DDES is aware of downstream drainage complaints from the Springbrook Trout Farm and other complaints within the Springbrook Creek downstream. Note that more restrictive drainage and construction controls may be necessary due to the close proximity to the City of Renton watershed. A more detailed downstream map is required to adequately show the downstream flow paths. Include an Offsite Drainage System Table for both subbasins. Show the drainage culvert leaving the southwest corner of the site, and any other drainage conveyances onsite and offsite. Provide preliminary calculations showing how the 2005 Conservation Flow Control Standard is met. Note that the Conservation Flow Control requires using historic (forested) pre-developed land cover. Submit a drainage adjustment (to Core Requirement 1)to combine the 2 subasins into one post- developed facility. Provide geotechnical input for t p e tightline system proposed and more detail of the pipe outlet. Show the relative proximity of the stream channel and the proposed pipe outlet/dissipater. Incorporate these details into the conceptual drainage plan. Please stake the route and outlet location on the site for review by DDES. Senior Engineer Bruce Whittaker can be reached at 206-296-7211 or bruce.whittakeremetrokc.Qov for questions regarding drainage. Roads: Provide an onsite and offsite conceptual road improvement plan including proposed provisions for drainage design. Include a conceptual profile grade for the road alignments. The plan should show the location of the existing road improvements in relation to the R/W widths, overlayed by any proposed improvements. Please include cross-section views along the proposed improvements, showing proposed slopes or needed walls to keep the improvements within the R/W. A public road is required for access to the subdivision per the KCRS. Letters of intent from the affected owner(s) of the existing access road easement are required to convert the easement to a public road. Please include copies of the road easement with the letters of intent. Viewpoint—L05P0013 08/06 The proposed access road d '*not meet the length of cul-d-sac reqi lnents in the 1993 KCRS. Please re-design the proposa,-. I meet the standards or request a roams-;driance. Evaluate future neighborhood circulation issues for the undeveloped parcels in the vicinity. Please consider a loop entry road that would stub to the adjoining greenhouse property. Provide an offsite school walkway inventory. Submit a conceptual grading plan for the site, showing cross-section views across the site. Show any proposed retaining or rock walls.; Please provide an offsite school pedestrian walkway inventory to the area schools. Show details of the existing pavement and R/W widths within 102nd Ave SE to SE 192nd Street. It appears that existing walkway provisions are inadequate along 102nd Ave SE. Provide a conceptual walkway improvement plan, showing the existing paven'lent and R/W in relation to any proposed improvements. If any off R/W construction is necessary, letters of intent to provide permission from the affected owners are required. Please revise the plans to show the road meeting King County Road Standards for a subaccess street. Please provide letters of intent from the underlying property owners of the future Right-of-Way. Tract B shows service to 7-lots which is not allowed under the 1993 King County Road Standards; please either revise Tract B appropriately or submit a request for a variance from the 1993 King County Road Standards to address this issue. Tract B exceeds the length allowed under the 1993 King County Road Standards; please either revise Tract B appropriate or submit a request for a variance from the 1993 King County Road Standards to address this issue. Senior Engineer Kris Langley can be reached at 206-296-7155 or kristen.langlevmetrokc.gov for questions regarding traffic/roads. Critical Areas: Please provide a conceptual gr ding plan including cuts, fills and any planned rockeries or retaining walls. The specific location and height of the rockeries and retaining walls should be shown on the plan. Recreation Tract: Please provide a conceptual recreation space plan (i.e. playground equipment, benches). SO-220/Significant Tree: Provide a coiceptt al retention/mitigation plan. 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. Viewpoint—L05P0013 08/06 Cramer Northwest, Inc. Surveyors •Planners *Engineers LEVEL 1 OFFSITE DRAINAGE ANALYSIS OF VIEWPOINT PLAT Abet*NEAR SE 192ND ST. & 102ND AVE. SE RENTON, WA 98055 FOR SATWANT SINGH License/Seal13306SE240THST. RENTON, WASHINGTON 98042 s• K R UFc sC wAsy14/ - 71r Revised May 7, 20076049 o C.N.I. JOB NO. 2004-239 S/ONA L EXPIRES 11/26/2007 Prepared by Hubbel Ongking, E.I.T. Checked by Larry S. Krueger, P.E. 945 N. Central,Suite#104 Kent WA 98032 253)852-4880 Fax(253)852-4955 www.cramernw.com E-mail:cnina,cramernw.com TABLE OF CONTENTS TASK1 STUDY AREA DEFINITION AND MAPS TASK 2 RESOURCE REVIEW TASK 3 FIELD INSPECTION TASK 4 DRAINAGE SYSTEM DESCRIPTION AND PROBLEMDESCRIPTIONS TASK 5 MITIGATION OF EXISTING OR POTENTIAL PROBLEMS APPENDIX THRESHOLD, DETENTION &WATER QUALITYCALCULATIONS TASK1 STUDY AREA DEFINITION AN D MAPS i TASK 1 STUDY AREA DEFINITION This project's north property line is located approximately 630' south of theintersectionofSE1921'1 St. and 102nd Ave. SE. It's parcel# is 0522059085. Thesiteisapproximately6.0 acres. The northern half of the property is pasture,while the other half is forested. The existing drainage tends to sheet flow fromtheeasttothewest. The site does receive some upstream runoff from thepropertytotheeast. Access is provided to lots 5— 13 and 14— 16 via the mainroad. Lots 1-4, 17, and 18 are served by the private access tract. MAPS A vicinity map, topo/sensitive areas map, aerial photo, and offsite drainage mapcanbefoundintheproceedingpages. Vicinity Ma y be1ib ,tSs+i4'1'stSt `f tnb,. f eCarrR =!Yb'f`REEN 0th;St s, 4. S:A3r 11 r. a! m I"..FEILLW„ Qc :r :+:k.- M' i.E F! I Sej1 81•si St r - I;_ y Sp 8I3dEl1 a 0 1-' —14Zn d Ave Se i -I is •HALF':SCREEN Se iSstt1P1 Sei'86t t 4 i.:.:1137th t r I a,= j r . : o I:,. LlQ90thSatSp1Q[Ith t f. 4 1: 1I Sle 192nd St + 102nd Ave Se fir. "' ` is ti- i L' I ZOOM FAR INldnuTme •tnrir it if) I; .. i 11 ZOOM IN II L. y , ZOOM OUT Se196thSt ra II I ZOOM FAR OUT I A ['. '' I' I i t BLACK&WHITE 1D < S 200th St Se 200th 53 ti-,.•. "` , eax I r--— ,....' f I:ERASE LABELSetrn 'c 5:20Znd5t- (' r cn CD S243rd t i' i a sir It 02 Se 204th St t\ { 4 r., l3 5248thSt Se208# t i l LESS DETAIL 04 MI: .,'• OE..`. `2ND S1&:`10'2ND:'A11E;SE RENTON'W >9;S;U55' 101984mabY2005telehtlas 14.Im,,Switchboard.Use subject to LICENSE. rage 1 or 1 III King County ' Horne 'News ` Services `. Co. mrnents Searcir0 iMAP -Sensitive Areas all themeskA_ a p'94120fii96 l4472UU75t4 l 5,'y ' i ; 4+1 P9T12{t10 20Ul& Ff r01 33F15+OrJll?U i t;i 1 Ir4d7 0027 1 yrti; } ` ': 3 Us1d-591'6 co- 472aJ14 \.- .r .43$r32L01au: 2aam5U n 1Ji rr.4_k_2'.L 41k...i\\\YV,..' V...1.._.1.3._.....t , ) 1% 0522069ml, lg cl- k \-\\:c \A.,:.1w,I;k\\.\ f . ',.1 1,',,} '' 1 h 931m00144 c irJ?12am y 7,,'t t3388'D mfim\?' Y JSe'1i15J73I is fi 11 L_. 14 A r` 4.?911ja77tlf >*9d7:U7.lYf r941 :;,,o,; t'' 33$fs2mm760 s7 9240 1 1 9rl200,72U ; i:.vl \) 4?mBU 4. , w C:3L'221. 44 S\ 7,,...,. .\ f1a01e a `` 5 4 alli: 1; 0522m59046 0522059AY P.052'05p 851 ass:':;,\:\ 1 7 0. --''''-'.. .-"' 1'i---.. :' N7, ...:. t ''...:. i ' cirr"..: 5";...--""------"-'"—= _:,, ,,,-....,--"""'''''—' 7"--.._..-..-L------..'-."' IH '''71N II\ I I / ' 7.1.7'''-:',..-7:::*---- 7.'"../ I _ . % \2937,0G iiri:<-_-_-_-----,-,-, _,____: „/„.., / t l 1?5 "c i l 1 i ! ,.. / _...., y2205900n titi t 0522050304,EV.,k 'q5 1\t { \ (} ji it ..*_ '-= it, `•. ` '`.. .`' IC)2Pct3i(insoCounty'\ \' 1.\\. l\ f ' rt`..• 4 y)• 1{t r 1311 J5P72--,.D8 Legend ill Selected Parcels Parcels County Boundary ti`,-'4, Incorporated Area1 _ Streets zi `: Lakes and Large Rimers xirsjfag-war Streams hxmos f Tape Contours{51tj e information Included on this map has been compiled by King County staff from a variety of sources and is subject to change without notice.King county makes no representations or warranties,express or implied,as to accuracy,completeness,timeliness,or rights to the use of suchnfor.nation.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 uselor misuse of the information contained on this map.Any sale of this map or information onismapisprohibitedexceptbywrittenpermissionofKingCounty. Kinri County I GIS Center I News I Services I Comments I SearchByvisitingthisandotherKingCountywebpages,you expressly agree to be bound by terms and conditions of the site.The details. rage 1 of 1 King County Hci. Nmnfs . . - exmr Lurnents' eaxet iMAP -Sensitive Areas all themes 1'4:1Y2LJ l 9. ' '94i2r1!ii5U i i • : 1 :; 94Y JL 2.P .f3881UJY3U • 4.1 82UrJL14J+w1 , 1 44Ycrf1Cl2T:J j 1' ' u'G5c'Z.154Y3G I '94Y2ULt1,Ll 33rS82GG/•fJ 33812rJ09G ' I‹ iirn Y .Y'•M 1 r r iE'fi i i 1 irG3Y 1LIL1f•Pt 9 r2LIGY3n r i°S r 062415913.r33882CU96U; I.. 3 i.AM7,2QJYYU;'.•?..11Y1Gf,!?T t I9 7'UG1GJ ':'.1'. ' ' 33138iUUYELI,`' 19•l/2P1-29::.:';s. 33882JUn8U 952'205924P ue ;:{.: 93711GG r 7 r+t i r '1'1 r1'" Y:' ' ,r / .A52295yJ•fE J51_9a'6J rf.. . :.. .: .... . .... ...... . . . Aro rfi 1'.;l'. 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Legend Selected Parcels d' d Cia2trt nerd 4 ; County Boundary c, , Sireels 1,nd. -lol I:g'rx.: Lakes and Large Rivers ktexuts Streams wc SA'J Wetland Parcels SAC Landslide Incorporated Area 5A 1 Coal Mine S.40 Stream a SAD Seismic 4011 C::r- r f SA'J Erosion 40 0ms2%-c-rra Sensitive Area Notice on Title err.; The i.formation 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 suchinfonoration.King County shall not be liable for any general,special,indirect,incidental,or consequential damages including,but not limited to.lost I evenues or lost profits resulting from the use,or misuse of the information contained on this map.Any sale of this map or information onthismapisprohibitedexceptbywrittenpermissionofIGngCounty. King County I GIS Center I News I Services I Comments I SearchByvisitingthisandotherKingCountywebpages,you expressly agree to be bound by terms and conditions of the site.The details, httrd/www5.metrokc.gov/servlet/com.esri.esrimap.Esrunap?ServiceName=overview&Clie... 5/19/2005 rage 1 on 1 King County ' Horne News. 'Services Comments :.Search MAP Sensitive Areas all themes z •.t..,, r may. t i 4,- n I,, r` P. '' A': 'c` 1 i'"j ,i '"QQ tr°,`- 2 x 4 + f pp 1 tic."-y f E d t3 , Vie f 4 b ( SR l 7rf• 'ZrE '` • c - :rJ a `kiiR ,, i... t tky ''11 ' Ctt,R ra/i'a i"s ` SE c 9, ND v k F 1 'J i S 4, tf;Y fFRs"-. Ar TS f`a.sr. r ^ `'`rf..r„`.i— < 0 ft G c4 r. L a 1 F-, s+ 9 i i :Neu, .4 d.•i i t d y ,,,• 1 . ., tr'" ryy Ca' a--.1 11 , o ;• ,1 '+` 11 ,'psi. i S x„` 4 qi -91 E.. [}}. w' L- iil , 9' :.. :. P. y t . s?SSw-+a--{I Ys-"f' t e,•wr is n a f - Ny x4' ''' 141 sr , ' fir F 4 2t • CU y, i t a 4h_ S-... ,r{ST K }t J : s { aJ. ..r., r hr1 tti,, Y X rrf -1L ¢` tf{,;r 'ya. . „w r a_, _ t" 1 i 1 :!tr:.r 11'y rYja f o f • I5.1. 1 its?-7--:':+.\- ." i .-.'.'",,,...,... -V .4 v--', ., ...._-. 2 ,.. 1;'''', "/ - ' *--,-..:,-•'`, ' :, i',..,- ./...A"ta ; l'„ 1,.r.,,,‹t 10 Ar F 7 .i - i F..ram sy '' k. ' S Y ' Y Y wk 1 . J F v BC=atfiTFizS7 L r S t t 't-, r: r :. ` G 1 Y t'R3 e £ d Gd 3ti r c r+ s r -.``. r ' t q,.,-i""'..+r4 r i d t,' ."ter'`d4 t r. t 1 "r " s r- } t ,, a i[ i.,,r P. ; ' y t FFFFFF r s , — Sr 5.'-1 td ;}•r •ntt? i r t { e r + v ti L.1 toil, r s '. W RA k L. i • r y- ` '''. i : ti a o f ,;' m Ci. ff's'; '4 +e ram, 3 ,. ,c 5 ate.' 1C1eDWKmgCmmtp r s' o-f S h sf Legend Mil Selected Parcels 1 Parcels t - County Boundary Lakes and Large Rivers Streets Streams is ^ 2002 Color Aerial Photos(West KC An•rss only) 1 e info.imation included on this map has been compiled by King County staff from a variety of sources and is subject to change without notice.ng County makes no representations or warranties,express or implied,as to accuracy,completeness,timeliness,or rights to the use of suchformation.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 onhismiipisprohibitedexceptbywrittenpermissionofKingCounty. King County I GIS Center I News I Services I Comments I Search3yvisitingthisandotherKingCountywebpages,you expressly agree to be bound by terms and conditions of the site.The details. http://www5.metrokc.gov/servledcom.esri.esrimap.Esrimap?ServiceName verview&Clie... 5/19/2005 1 1 1 i w viyi ' diar ` t I • c10 1/411kti I I‘' icIC fil o t Ila,- Of 17- 9S 4 e.:" 41: 114 pit imoRD ,... 4 004 i \ l: . 44 t‘' : iii.... w e 4, . , 4# 4, 1 g a 1. 15 ° Zift. Orlr 0) 6V// A4 j : 01 00- 2 ,' 1Q a +.+•....+ , i,. 1 , 4 4 // I 2 . as m `• wa w LL 1i I n a r0 H ate 11( 0 Er li o itdi' gri, . . r,•. sk t .• 114 rit r 11 die. Z. J if i iiii), 1. 0ii 1 . tk 4 1 x e• .... AIL"... 1( ) , n.. I TASK 2 RESOURCE REVIEW 1 TASK 2 RESOURCE REVIEW Adopted Basin Plans and Finalized Drainage Studies: The site is not known to be located in any adopted basin plans. Basin Reconnaissance Summary Reports: No existing or potential problem areas were indicated. Critical Drainage Area Maps: No existing or potential problem areas were indicated. FEMA) Maps: Site is located outside the 100 year flood plain. Other Offsite Analysis Reports: An offsite analysis report by Cramer Northwest for the Singh Residence locatedtothenorthofthisprojectwaspreparedinMay, 2001. Sensitive Areas Folio: The southern half of the site is located in a SAO Landslide, SAO Erosion area,and a Landslide Hazard lArea. The north half contains a Landslide Drainage Area. A stream flows across the southwest corner of the property. DNR Drainage Problems Maps: Not applicable. Road Drainage Problems: Not applicable. Soils Survey: The soil is an Alderwood Gravelly Sandy Loam (AgC). Wetlands Inventory Maps: There are no known wetlands on site. Migrating River Studies:Not applicable. Drainage Complaints: There are 3 drainage complaints within our site's runoff downstream path.These complaints have been resolved. See attached list of complaints. Complaint#97-0758 The detention pond is a hazard to children Response Pond complies with 3 to 1 side slope ratio. Deemed safe. Complaint#98-0045 The plat across Talbot rfad is digging a hole in the ground and Don Gallagher is afraid that the silt will get into a stream that feeds his trout farm pond. Response Most of the sediment is related to stream scouring and deposition. New development not found io be contributing. Contact with King Conservation district established to correct the problem. Complaint#98-0461 The land is sinking. Response No cracks or other signs of erosion in the bank found. Water from street drainage is pipe to bottom of ravine. Site found to be stable. r_._ utl• 9j 1d F. 2191,5KINGCOUNTYWATER.AND L TpD RESOURCES DIVISION r RAIN1AGE INVESTIGATION REPORT Page 1: INVESTIGATION REQUEST Type RECEIVED BY: )t l,e..C.. 1a te: I ce 9 Or : PILE No. 411—D7Receivedfrom: t?i..r_e Please print plainly for s lag) NAME: ltuti1(47 •ttdQwu.A.g (50 Day) Eve)_ PRONE c,— r ADDRESS: 1( ;8.1`` S j f` '' Cityle a"ti-nr1. State iZpe c 6- Location ofproblem,if different: Reported Problem - Plat name: ,Sp,,-L,u/N 4'1 i 4(2. Lot No: NO_ Block No: Other agencies involved: No field investigation required. ( initials)Ex-;i r .'r c 1tt:_#y y„`.r _, ox:'.r; ,.>-.. +.'s,-' i.fk7919J 7 !Z) f••'v .1 Q +G f1rC J is y ? > t it S T R. Parcel Noel of+12-O "OL?Q Ktoli La iTh.$ros: New C. y Basin 1 Old E5VCouncilDistrictChargeNo., RESPONSE: Citizen notified on 3o f tc..-- p,..........., y...•.........r....._........„............. W..........r......w.._....._...I by: hone letter in person tS 7 re, l 4 ei? S. i'.J r ?e "e,en"teey ,5-T 1, 7-VT jo lick eo.e ar- DISPOSMON: Turned to on / / _ by OR: No further action recommended because: Lead agency has been notified: Problem has been corrected. )0 Na problem has been identified. Prior investigation addresses problem: • SE8 Fru Private problem-NDAP will not consider because: Water originates onsite and/or on neighboring parcel.Location is outside WLRD Servi en, Other(Specify): DATE CLOSED: 61 / 1 /9 7 By: /, Complaint 97-0758 Wemtis Investigated by Fat Simmons 04/25197 I visited the site and talked tq Mike•Wem iS concerning the RJt)pond at is to west of the apartment that herents.The pond has a fairly-tee!)slope on the East side of the pond.The main concern is that when theponddoesitsjobandretainswaterfromastormthathissmallchildrenwillbeattractedtothewaterandfallin.The danger is that the pond is close to the apartments and.the moderate slopes could be herd for thechildrentokeepupright, He would like to have a fenc installed around the pond to protect his children and the pond_ S 19ind St. Access Road 98th Ave. S. Parking NTT. Berm - ' . I9215 Apartments i Top of Slope Slope Detention pond j 1 v VV. ffL11J KING Coumy SURFACE WATER MANAGEMENT DIVISION R.C INVESTIGATION REPORT a hi Paget .INVES"fiGATiON'RBQUEST Recelved by:Date: ez 7 OK'd File No. q exyReceivedfromPteasepietnlyforscanning). nay) Z e3 Eve)NAME: ti AFL.G./1-e ,e`? PHONE 5'''O3 0 3 ELADi3RMS: /fg f X.d4:42' .. City 1ay/State,__._•„ zip-& Lagfioh of problem,If different: Mee,2 0Reperd'eC!'robt fz..r id t t,G qi e r i,/,sue A- 1 l.3 r/ cam•, ItIC/ c*rc e`G >VO • .rv' ?`tier, 2's`'''tt Piat.name: p -.4 A-• e Lot No; ,C3 ( block Na:Other4/'-agencies involved: v y d Y No,Fieid Investigation Needed_ r y i:rs-.. z "`4 38t `4' F _ .. y } 67 f,.",' r. 7-,_ - . ., - Initials) G,/f' {r&r' Uw:wa.ii:.::"f3:twt.::::'n:k i i.'..i i.0 2.'2- Parcel Na 5- fDCzi1/4 $ T Kroll i 7h.Bros:New Old Basinetie- .. Council Di 1 p._. .. Charge Rio. 7EMIMEr Citizen notified on 2 by X phone iett®r 111 Awn10Sr0g. ).AbA+r, I AOLAT.CP rV 3T AA. See U> Arb'D O • +/r. '. ,:q,Na !:,' M .'i d & C,,1.!'T'R-^1I 1J'j'1 yl. Y.+®7 'r s k'4 ofz-• ASS? S A Ds.a(4. YLb i ,D { L --`U c U 3tSPpsIT/ON: ruffled fo,on by.- OR; No further action recommended because;K. Lead agency has been notified: 4 c..c b) R6.1. Iz-a- ,7Problemhasbeencorrected. No problem tins beetl ldeht'rffed. Prior investigatian addresses problem:Private problem W AIDAP will notSeeconsiderbecause: Water originates onslte anddor on neighboring parcelLocationisoutside$WM ServIciArea Other(Specify):DATE CLOSED: 0 ?8. by. w,q-- rau. V2i4 F'. r Complaint 98-0045 Gallagher: Investigated by Robert Manna on 49-98 I met with Don Gallagher and his daughter and looked at the plat and the fish pond area.In the fishponds a natural stream Springbrook Creek is the water source for the ponds_Where the stream enters the irtmve;box there is a heavy buildup of silt and sedimentation.This silt is the concern because it kills the littlefingerlings The plat next door may be contributing some of the sediment through the outlet pipe from the road that runs into the stream,but it is a small amount. Most of the sediment is material being washed downstream from the creek,The plat is in bond forfeiture at the present time due to some problems with the road anddrainage. I will put Don in touch with King Conservation District who can work with hint to help correct the problem with the fishponds. T Ta]botRd.So. I i I '-•--'..NTS hhh l I Talbot 1922 1 Estates f 10 C 1 1 nrN. S, 194.St. i 1'7--------- y Q Silt buildup in lower tank N, 1 I i ti Sprinamok Creek l DRAINAGE INVESTIGATION REPORT Page I: 1NVESflGATIRONEQUESTPROBLEM: Type RECEIVED$Y:Date: Pi OK'd bv: ______ No, 11$-04-(r)Received from: NAME: 9= MO) five) ADDRESS:_ 22.146_LX1 CityYat ZipsLocationofproblem,if different: Reported Problem: CALL FIRST Would Like To Be Present) 7,4a71zzit,t*.7 e.4.64e ,../2(27/...."2/72e)- c-‘2 ,?:,.42z/nf' de a02.44-82 y Plat name: lt' Vi3 -• Other agencies involved: Lot No; 4 -`: Block No: Z No field investigation required TO$$CMPI.ETEI initials)X t;O IPI•A3I\'r 1']3 O GRAM STAFF' R Pal No,atl, t) Kroll la) E Th.Bros: New c t+i _• Cam- Basin.8L J Council District ! Old P RESPONSE: Citizen notified on 2 3o Charge No. TO Lp / l 2t',r T by: ''fione letter in person y • dam{ ,mod, t- -' ,Bcf DISPOSITION: Turned to on 1 / by OR:.No further •Lead agency has been notified;action recommended because: Problem has been corrected.N problem has been identified: Prior investigation A3dresse;problem:SEE t:tLEPrivateproblem-?NAP will not consider because: pater originates onsite and/or on neighboring parcel.Location is outside WLR,D Service e , DATE CLOSED:Outer(specify):. By: 92/4 P. 9 Complaint 98-0461 Freed , Investigated by Pat Simmons 07/21/98 I met with Mr.and Mrs.Freed concerning the south side of there lot which contain a deep raviIIe that isheavycoveredwithvegetatioD,They states that the top of the bank is slipping and slowing sinking.I foundnocracksotherdistresssignlinthelawn,I explained that often to tops would slowly settle over a number ofyears, Their house is 50 to 7 feet back from the edge and should be safe.There were no sians of erosioninthebankandthewaterthestreetdrainageispipedtothebottomoftheravine, 99th Place S Freed 19341 Sinking area, NTSRavine TASK 3 FIELD INSPECTION TASK 3 FIELD INSPECTION A field inspection was conducted on February 11, 2005 to inspect the onsitedrainagesystemofthesite. Offsite drainage systems were also inspected downstream approximately 1/4 mile from the discharge point of the site. The inspection involved investigation of the ten specific items of a Level 1 InspectionpertheKingCountySurfaceWaterDesignManual, 2005. The inspectionyieldedthefollowingfindings: 1. The resource review indicated no existing problems. 2. The existing drainage system capacity was adequate. 3. There was no evidence of existing or potential flooding problems. 4. There were no existing or potential overtopping, scouring, bank sloughing, orsedimentationproblems/ 5. No significant destruction of aquatic habitat or organisms was noticed. 6. Qualitative data such as land use, impervious surfaces, topography, andsoiltypeswasnotedandcanbefoundinTask4information. 7. Information was collected on ditches, structures, and pipes. This informationisalsoincludedintheTask4information. 8. Tributary basins delineated in Task 1 were verified. 9. No neighbors were consulted. 10. The weather conditions at the time of the inspection were clear and cool. 1 TASK 4 DRAINAGE SYSTEM DESCRIPTION AND PROBLEM DESCRIPTIONS TASK 4 DRAINAGE SYSTEM DESCRIPTION AND PROBLEMDESCRIPTIONS Site Drainage This project's north property line is located approximately 630' south of theintersectionofSE192ndSt. and 102"d Ave. SE. It's parcel# is 0522059085. Thesiteisapproximately6.9 acres. The northern half of the property is pasture,while the other half is forested. The existing drainage tends to sheet flow fromtheeasttothewest. The site does receive some upstream runoff from thepropertytotheeast The soil types located on this property are Alderwood Gravelly Sandy LoamAgC) per the King County Soil Survey. Offsite Drainage An Off-Site Analysis Drainage System Table is provided on the next page thatdescribesindetailtheoffsitedrainagecomponentsatleast %mile downstreamfromtheprojectdischarelocation. Please refer to the offsite drainage map inTask1becausethemaplisymbolslistedinthetablecorrespondtodrainagecomponentsymbolsontheoffsitedrainagemaps. OFF-SITE ANALYSIS DRAINAGE SYSTEM TABLE SURFACE WATER DESIGN MANUAL,CORE REQUIREMENT#2 Basin: BLACK RIVER Subbasin Name: Subbasin Number: Symbol Drainage Drainage Slope DistanceComponentType, Com onent Existing Potential Observations of fieldpfromsiteProblemsProblemsinspector, resourceName, and Size Description dischargeseepType:sheet flow,swale, drainage basin,vegetation, ml reviewer, or residentstream,channel,pipe, cover, ringeb depth,type of vegetation,1,320 ft. constrictions,under capacity,ponding,tributary area,likelihood of problem,overtopping,flooding,habitat or organism overflow pathways,potential impacts pond;Size:diameter, area,volume surface area destruction,scouring,bank sloughing,Al Sheet flow sedimentation,incision,other erosion-Flows-across mostly 25%—-0 none none No problems observedforestedgroundto stream A2 Sheet flow Flows across pasture& —15- 0-200'none none No problems observedlawnstothewestand20% onto 99th Pl. S. B CB& 12"cmp Flows sw to bottom of —50% 200'-350'none none No problems observedravine C stream 2'wide,2"deep,sandy 15% 350'-450'none none No problems observedw/pebble bottom,moss fern slopes D stream 5'-8'wide,3-6"deep, 5% 450'-1400' none none No problems observedpebblesandlogson bottom,light brush E 36"cmp&48"half Flows under Talbot Rd., 15% 1400'-1590' none none No problems observedpipeoutlettohalfpipe 1 98-41inB04 TASK 5 MITIGATION OF EXISTING OR PbTENTIAL PROBLEMS 1 TASK 5 MITIGATION OF EXISTING OR POTENTIAL PROBLEMS After a thorough field inspection and a detailed resource review there were 3existingproblemsidentified. These problems have been dealt with as previously stated in Task 2. The proposed improvements will not produce asignificantimpacttotheexistingdrainagepatternsoncethesitehasbeenstabilizedandtherunoffhasbeencontrolledviaacombineddetention/wetvault. A temporary erosion and sedimentation control plan will be created to minimizethetransportofsedimentladenrunofftothedownstreamconveyancesystem. FLOW CONTROL BMPS Perforated stubout connections from the lots convey runoff from the site to the roadside drainage system. Runoff is then routed to the onsite detention facilityandreleasedtoanenergydissipaterwhereitconvergeswiththenearbycreek. APPENDIX THRESHOLD ASSESSMENT DETENTION, & WATER QUALITY CALCULATIONS THRESHOLD CALCULATIONS: The site is 6.0 acres but the southern 2.92 acres is in a sensitive areas tract. Therefore only the 3.08 northern acres and the .40 acres of offsite improvements have been analyzed. Existing: 3.08 acres pasture 0.40 acres pasture Developed: 18 homes @ 2500 ft2 45000 ft2 1.03 acres Road improvements (onsite) 16500 ft2 0.38 acres Road improvements (offsit') 18456 ft2 0.42 acres 1.83 acres impervious 1.65 acres lawn/grass Pre-developed Land Use Summary Till Forest 3.48 acres Till Pasture 0.00 acres Till Grass 0.00 acres Outwash Forest 0.00 acres Outwash Pasture 0.00 acres Outwash Grass 0.00 acres Wetland 0.00 acres Impervious 0.00 acres Total Area :3.48 acres Scale Factor :1.00 Hourly Reduced Time Series: Predev Compute Time Series Modify User Input Flow Frequency Analysis Time Series File:predev.tsf Project Location:SealTac Annual Peak Flow Rates--- Flow Frequency Analysis Flow Rate Rank Time of Peak Peaks - - Rank Return Prob CFS)CFS) Period 0.219 2 2/09401 18:00 0.281 1 100.00 0.990 0.060 7 1/06402 3:00 0.219 2 25.00 0.960 0.163 4 2/28403 3:00 0.168 3 10.00 0.900 0.006 8 3/24404 20:00 0.163 4 5.00 0.800 0.096 6 1/05405 8:00 0.142 5 3.00 0.667 0.168 3 1/18/06 21:00 0.096 6 2.00 0.500 0.142 5 11/24/06 4:00 0.060 7 1.30 0.231 0.281 1 1/09/08 9:00 0.006 8 1.10 0.091 Computed Peaks 0.260 50.00 0.980 Developed TLand Use Summary ill Forest 0.00 acres Till Pasture 0.00 acres Till Grass 1.65 acres Outwash Forest 0.00 acres Outwash Pasture 0.00 acres Outwash Grass 0.00 acres Wetland 0.00 acres Impervious 1.83 acres Total Area :3.48 acres Scale Factor :1.00 Hourly Reduced Time Series: dev Compute Time Series Modify User Input Flow Frequency Analysis Time Series File:dev.tsf Project Location:Sea-Tac Annual Peak Flow ates--- Flow Frequency Analysis Flow Rate Rank Time of Peak Peaks - - Rank Return Prob CFS)CFS) Period 0.591 5 2/09/01 2:00 1.21 1 100.00 0.990 0.466 8 1/05/02 16:00 0.714 2 25.00 0.960 0.714 2 2/27/03 7:00 0.707 3 10.00 0.900 0.487 7 8/26/04 2:00 0.626 4 5.00 0.800 0.590 6 10/28/04 16:00 0.591 5 3.00 0.667 0. 626 4 1/18/106 16:00 0.590 6 2.00 0.500 0.707 3 10/26/i06 0:00 0.487 7 1.30 0.231 1.21 1 1/09/08 6:00 0.466 8 1.10 0.091 Computed Peaks 1.05 50.00 0.980 Retention/Detention Facility Type of Facility: Detention Vault Facility Length: 102.50 ft Facility Width: 33.00 ft Facility Area: 3383. sq. ft Effective Storage Dep+h: 12.00 ft Stage 0 Elevation: 0.00 ft Storage Volume: 40590. cu. ft Riser Head: 12.00 ft Riser Diameter: 12.00 inches Number of orifices: 2 Full Head Pipe Orifice # Height Diameter Discharge Diameter f ) in) CFS) in) 1 0.00 0.78 0.057 2 7.50 1.40 0.113 4.0 Top Notch Weir: None Outflow Rating Curve: None Stage Elevation Storage Discharge Percolation ft) ft)cu. ft) (ac-ft) (cfs) cfs) 0.00 0.00 0. 0.000 0.000 0.00 0.01 0.01 34. 0.001 0.001 0.00 0.02 0.02 68. 0.002 0.003 0.00 0.03 0.03 102. 0.002 0.003 0.00 0.04 0.04 135. 0.003 0.003 0.00 0.05 0.05 169. 0.004 0.004 0.00 0.06 0.06 203. 0.005 0.004 0.00 0.07 0.07 237. 0.005 0.004 0.00 0.27 0.27 913. 0.021 0.009 0.00 0.47 0.47 1590. 0.036 0.011 0.00 0.68 0.68 2300. 0.053 0.014 0.00 0.88 0.88 2977. 0.068 0.015 0.00 1.08 1.08 3653. 0.084 0.017 0.00 1.29 1.29 4363. 0.100 0.019 0.00 1.49 1.49 5040. 0.116 0.020 0.00 1.69 1.69 5716. 0.131 0.021 0.00 1.90 1.90 6427. 0.148 0.023 0.00 2.10 2.10 7103. 0.163 0.024 0.00 2.30 2.30 7780. 0.179 0.025 0.00 2.51 2.51 8490. 0.195 0.026 0.00 2.71 2.71 1 9167. 0.210 0.027 0.00 2.91 2.91 1 9843. 0.226 0.028 0.00 3.12 3.12 10553. 0.242 0.029 0.00 3.32 3.32 11230. 0.258 0.030 0.00 3.52 3.52 11906. 0.273 0.031 0.00 3.73 3.73 12617. 0.290 0.032 0.00 3.93 3.93 13293. 0.305 0.033 0.00 4.13 4.13 13970. 0.321 0.034 0.00 4.34 4.34 14680. 0.337 0.034 0.00 4.54 4.54 15357. 0.353 0.035 • 0.00. 4.74 4.74 16033. 0.368 0.036 0.00 4.95 4.95 16743. 0.384 0.037 0.00 5.15 5.15 i 17420. 0.400 0.037 0.00 1 5.35 5.35 '18096. 0.415 0.038 0.00 5.56 5.56 18807. 0.432 0.039 0.00 5.76 5.76 19483. 0.447 0.040 0.00 5.96 5.961 20160. 0.463 0.040 0.00 6.17 6.17 20870. 0.479 0.041 0.00 6.37 6.37 21547. 0.495 0.042 0.00 6.57 6.57 22223. 0.510 0.042 0.00 6.78 6.78 22933. 0.526 0.043 0.00 6.98 6.98 23610. 0.542 0.044 0.00 7.18 7.18 24286. 0.558 0.044 0.00 7.39 7.39 24997. 0.574 0.045 0.00 7.50 7.50 25369. 0.582 0.045 0.00 7.51 7.51 25403. 0.583 0.046 0.00 7.53 7.53 25470. 0.585 0.047 0.00 7.54 7.54 25504. 0.585 0.049 0.00 7.56 7.56 25572. 0.587 0.052 0.00 7.57 7.57 25606. 0.588 0.056 0.00 7.59 7.59 25673. 0.589 0.060 0.00 7.60 7. 60 25707. 0.590 0.062 0.00 7.62 7.62 25775. 0.592 0.064 0.00 7.63 7.63 25808. 0.592 0.065 0.00 7.83 7.83 26485. 0.608 0.077 0.00 8.04 8.04 27195. 0.624 0.086 0.00 8.24 8.24 27872. 0. 640 0.093 0.00 8.44 8.44 28548. 0.655 0.100 0.00 8.65 8.65 29259. 0.672 0.105 0.00 8.85 8.85 29935. 0.687 0.111 0.00 9.05 9.05 30612. 0.703 0.116 0.00 9.26 9.26 31322. 0.719 0.121 0.00 9.46 9.46 31998. 0.735 0.125 0.00 9.67. 9.67 32709. 0.751 0.130 0.00 9.87 9.87 33385. 0.766 0.134 0.00 10.07 10.07 34062. 0.782 0.138 0.00 10.28 10.28 34772. 0.798 0.141 0.00 10.48 10.48 35449. 0.814 0.145 0.00 10.68 10.68 36125. 0.829 0.149 0.00 10.89 10.89 36835. 0.846 0.152 0.00 11.09 11.09 37512. 0.861 0.156 0.00 11.29 11.29 38188. 0.877 0.159 0.00 11.50 11.50 38899. 0.893 0.162 0.00 11.70 11.70 39575. 0.909 0.165 0.00 11.90 11.90 40252. 0.924 0.168 0.00 12.00 12.00 40590. 0.932 0.170 0.00 12.10 12.10 40928. 0.940 0.479 0.00 12.20 12.20 41267. 0. 947 1.040 0.00 12.30 12.30 41605. 0.955 1.770 0.00 12.40 12.40 I 41943. 0.963 2.570 0.00 12.50 12.50 1 42281.•0.971 2.850 0.00 12. 60 12.60 42620. 0.978 3.110 0.00 12.70 12.70 42958. 0.986 3.340 0.00 12.80 12.80 43296. 0.994 3.560 0.00 12.90 12.90 43634. 1.002 3.770 0.00 13.00 13.00 1 43973. 1.009 3.970 0.00 13.10 13.10 I 44311. 1.017 4.150 0.00 13.20 13.20 44649. 1.025 4.330 0.00 13.30 13.30 44987. 1.033 4.500 0.00 13.40 13.40 1 45326. 1.041 4.660 0.00 13.50 13.50 45664. 1.048 4.820 0.00 13.60 13.60 46002. 1.056 4.980 0.00 13.70 13.70 46340. 1.064 5.120 0.00 13.80 13.80 I 46679. 1.072 5.270 0.00 Duration Comparison Ankylsis Base File: predev.tpf. New File: rdout.tsf Cutoff Units: Discharge in CFS Fraction of Time Check of Tolerance Cutoff Base New Change Probability Base New %Change 0.049 0.90E-02 0.65E-02 -28.4 0.90E-02 0.049 0.044 -9.3 0.062 0.62E-02 0.60E-02 -2.9 0.62E-02 0.062 0.054 -12.6 0.075 0.47E-02 0.50E-02 4.8 0.47E-02 0.075 0.078 3.1 0.088 0.36E-02 0.35E-02 -4.9 0.36E-02 0.088 0.087 -1.2 0.102 0.28E-02 0.25E-02 -10.4 0.28E-02 0.102 0.097 -5.1 0.115 0.22E-02 0.1I9E-02 -14.9 0.22E-02 0.115 0.107 -7.0 0.128 0.15E-02 0.13E-02 -11.2 0.15E-02 0.128 0.124 -3.2 0.141 0.96E-03 0.65E-03 -32.2 0.96E-03 0.141 0.134 -4.8 0.154 0.59E-03 0.39E-03 -33.3 0.59E-03 0.154 0.147 -5.1 0.167 0.34E-03 0. 5E-04 -81.0 0.34E-03 0.167 0.156 -6.9 0.181 0.21E-03 0.00E+00 -100.0 0.21E-03 0.181 0.160 -11.2 0.194 0.16E-03 0.00E+00 -100.0 0.16E-03 0.194 0.163 -16.1 0.207 0.82E-04 0.60E+00 -100.0 0.82E-04 0.207 0.167 -19.5 Maximum positive excursion = 0.002 cfs ( 3.1%) occuring at 0.075 cfs on the Base Data:predev.tsf and at 0.078 cfs on the New Data:rdout.tsf Maximum negative excursion = 0.050 cfs (-23.0%) occuring at 0.219 cfs on the Base Data:predev.tsf and at 0.168 cfs on the New Data:rdout.tsf 1 WETPOND CALCULATIONS The following calculation is per Section 6.4.1 of the KCSWDM. Runoff Volume = Vr = (0.9Ai + 0.25Atg + 0.10Atf + 0.01Ao) x (R/12) • Ai= 79956 sf Atg= 71642 sf Atf=0 Ao=0 R=.47 Vr = [ (0.9) (79956) + (10.25) (71642) + 0 + 0] x (.47/12) = 3520 cf Wetpool Volume Vb = f(Vr) f=3 Vr=3520 cf Vb = 3x3520 = 10560 cf Wetpool volume = 33' x 102.5' x 3.5' = 11839 cf, thus satisfying the volume required. L43 King County Department of Development and Environmental Services 900 Oakesdale Avenue Southwest Renton, WA 98057-5212 206-296-6600 TTY 206-296-7217 www.metrokc.gov March 16, 2009 Terry Wilson SLE C*Y Cramer NW 945 North Central, #104 Kent, WA 98032 RE: Application for the Preliminary Plat of Viewpoint DDES File No. L05P0013 Dear Mr. Wilson: Thank you for the February 10, 2009 e-mail, requesting an extension of the deadline for the submittal of additional informatioh required to process the preliminary plat application of Viewpoint. The request for additional information stops all processing of the plat application until the required information is received. The time spent waiting for information to be submitted is not counted toward any time limit requirements of the plat application process. In addition to the information requested in the May 14, 2008 letter, please address the drainage concerns expressed in the attached e-mail from Daniel Gallagher, received,by the LUSD Engineering Section February 5, 2009. The previous deadline for the submittal of additional information was February 7, 2009. If the Land Use Services Division of DOES does not receive the necessary information requested to process your application by June 30, 2009, your application will be canceled or denied. In the event the application is canceled or withdrawn, any future subdivision proposals will be required to submit a new application to the City of Renton. Please note, a revised fee estimate will be prepared and mailed under a separate cover, due to the length of time/multiple extensions, and review of additional submittal material when submitted. If you have any questions regarding this matter, please call me at (206) 296-7167. Sincerely, Claussen, Project Manager III Current Planning Section attachment Cc: Satwant Singh 13306 SE 240th St, Kent WA 98042 Bruce Whittaker, Senior Engineer, Engineering Review Section, LUSD Application File Page 2 of 2 SOC Page 1 of 1 N 4 1 Claussen, Kimberly Subject: FW: Off site Surface water drainage For L05P0013 Viewpoint subdivision From: daniel gallagher [mailto:ufishfarms@yahoo.com] Sent: Thursday, February 05, 2009 2:53 PM To: Tibbits, Chad; Foster, Curt Cc: gallagherestate@yahoo.com; Kim.Claussen@Kingcounty.gov Subject: Off site Surface water draina e For L05P0013 Viewpoint subdivision Please forward this email to all h w cares and Shannon Dorr, Bruce Whittaker, Kris Langley ,Nick Gillen, Larry West Hi Dan Gallagher here , I just heard about this on 1-23-09 My family owns the land next to Viewpoint subdivision Parcel# 7931000120 . I,M very very VERY concerned about THIS . 1st of all back on March 2ND 1982 my dad sold you folks a drainage easement# 8203050695 Which this easement area did not include afire spring which is noted on easement . After you folks put in a Mickie mouse drainage system we lost 80% of are springs to a bad design and also you folks dump the water right above are springs . we hive water rights to the springs going back over 100 years and some rights going back 60 years And I drink the water . Then on January 21 1992 my dad old another drainage easement # 920211367 called the North Fork springbrook creek regional bypass pipeline . So heres what im thinking , you folks run a solid drainage line with no seams from Viewpoint subdivision and hook it up to the Gabion energy dissipator @ outlet structure whice is part of the north fork springbrook creek regional byp ss pipeline . from the 99th st drain and add a new over flow because the street drain gets plug up sometimes . from 99th street down the steep bank the new drainage pipe will be under ground the first say 20 to 30 feet then above,ground intell you tie it in to Gabion energy dissipator @ outlet structure whice is part of the north fork springbrook creek regional bypass pipeline .Thats the only way you folks wont do more damage to are springs . The only access is .The first 20 to 30 feet would be from 99th p1 s .for access to the lower part you would have to go thur the city of renton water shed I have all the plans and paper work and letters sent to you all ,12 boxes of records that my dad saved 03/11/2009 er: ort we ,t I>i ,'': Cram .N s c s• Tanners -n 'eersSure. Ep g r 1` OFFSITE'.DRAINAGE ANAL(SIS:.'..:- _, , FO YI.0 PMAID, T:PLAT'1/IEWPOIN. . NEAR SE 1.92., :ST''•&_:102 AVE SE A 98055 R RENTON W-.ENT,,.., ORF J .:..,.,._:_.i...,...,,,....., :.,: ,, .. ..,:, ,,„:„:::::,:„ ,..._,,,,,,.........::...„.,:,.,.:;...... . y.,..., ©,, g II:a IE 0 f ITWANT`SINGH`;:-SA e ea Licen s. TH: Tier:13306:::SE 240,' :S. N:98 42.:.RENTON, WASHINGTO ys'.K R,:., Revised:June 2,2006.; C.N.1: JOB NO 2004=239. . F`SS QIVA L. G\ 1 EXPIRES" .1 1[2fi 2007 Prepared:by.Hubbel'.;O.ngking; E I T. Checked by Larry:S:Krueger, P E 94 h(:;Cent•ral Spite#104, Kent WA 98032';''F j53)852-4880 Fax 852-4955 ,mAIIV.FIDE ®P 7 • ' : • wvv.cram ' ernw.cbm'; , E-mail. Email•'cniC7u,craiiiernw•:com•='. ` 1 TABLE OF CONTENTS TASK1 STUDY AREA DEFINITION AND MAPS TASK 2 RESOURCE REVIEW TASK 3 FIELD INSPECTION TASK 4 DRAINAGE SYSTEM DESCRIPTION AND PROBLEM DESCRIPTIONS TASK 5 MITIGATIO OF EXISTING OR POTENTIAL PROBLEMS APPENDIX THRESHOLD, DETENTION &WATER QUALITY CALCULATIONS TASK1 STUDY AREA DEFINITION AND MAPS. TASK 1 STUDY AREA DEFINITION This project's north property line is located approximately 630' south of the intersection of SE 192nd Stl and 102nd Ave. SE. It's parcel # is 0522059085. The site is approximately 6.0 aires. The northern half of the property is pasture, while the other half is foreted. The existing drainage tends to sheet flow from the east to the west. The site does receive some upstream runoff from the property to the east. Access is provided to lots 5 — 13 and 14- 16 via the main road. Lots 1-4, 17, and 18 are served by the private access tract. MAPS A vicinity map, topo/sensitive areas map, aerial photo, and offsite drainage map can be found in the proceeding pages. VVicinity.Map w PANFBV: i. ..... ,.. e 1/ain.. .,...e . 1•S+.v 4rist St ,,1,....= 72..;_• . ..: :•.,.! i ,.a f f !tn - F{JU.•SCREEN I 1Se Carr Rd- (; ' Clifif - cI — a 11 30thSt A..-'` 5'143rd.St.. ' b 0t M -i- _Q Q ti i1'81'stt St :1-- Q . 1 f L Se,i83r r; d-- n_ • ;HAEF'SG.!tEEN lrn—'_-1o2nd Ave Se 4 .I , I 5 r 1850,Q{ 1 ,- Lt-Se 186thSt ' : t`'; 0 . 187th5t / Se— f— , a yr if 0 •..) S 1 rAi`., t5 I -©"' • 190thSt I setgnth.St i r4-, ISe f 92nd St + 102nd Ave SeI) 1 L. ., ZOOM FAR IN iyir+uazezna r:r tc'u. .-I : ....,. ; .. ZOOM IN L i Iiu.. .. ZOOM OUT I. v ~. r y,-- Se 196thSt . ZOOM FAR OUT ova— m r' —I 1 BLACK&WHITE i.J J S?109th St Se?00th st t. \-,. l 11 ERASE LABELS I m ?<S202nd5 - 11• 1 ice' cn v,_cn ,^-I S•203rd-St I 1' 4t'. •;\ ` , I`. '-- t- I_v 1 to . Se 20 th. t Y'y eta . i -i_1 I '.`,.,, 1 t208thStSezoet{ Ko. I .il[Ii,L l I', LESS DETAIL SE 192ND'.ST''&:i t02ND AVE$E;1REN]ON WA''980.55 I Ma©tpp b'Maps n us 8+—ZOOS ToeleAtla( R) s N.Am.,Switchboard.We subject to LICENSE. Map fJutput lit0 King County ,-': :1:.ii.o'iii.e-:',.'. .:',.-• '',:rilAis'. •". ''' 11.;i"e-. ''', .ccirrim-on' ts _ Sea-rch ' :• MAP - Sensitive Areas (all themes 777,2:11119:4'/.th,diokit,, IA t i i \ -,„, y\\ 1+• ''.. i i I i\'/g.4-+IZOgittlis\%.\\ 1 1 i ileeiorl/ It q3882004 \ W , 05•220697.20 i.,..--1,, A A \79,1i2oo2/9vv.,A ,, ., , 2.. 1 N 05220599:\ \ \ CS 1 • \ 1 ' i)•,....A.,,.\7_ 2\4-V..1-%.4"5./4,14'SAN\.:ok,kV \'....),..i,.3,..... 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King 3ounty makes no representations or warranties,express or implied,as to accuracy,completeness,timeliness,or rights to the use of suchinfornation.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. Kinq 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. Map Output i King County Horrii Neiws 0r?IFice1," Cor a its . . Search, . , MEMMIla iMAP -Sensitive Areas (all themes) i 9,1X!Qi9U '' I ' 'i i 9Q'724r1iiiv 1 ;3 3 9 91119 1 3U ' :33882999,19 i L.J , 79•r1299299 idit1 i 9522iI59136 9 1412Ur.121D ' :' r 3388211UU5T i i j..._..._....__.._ ._ .... 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J' T'1' ( j t:.yt,/ yy Js. v" r .Aj:; fC' tYY'.[ rj r t,.;:: r..fyr 114.' y,i1.e' J i 1S `:.;.'.j.;;t;, f '.r+yam%' r ru:4r- 4 tla1i61J1Ui22LliiU.3 r.U5 r f S.j:4- 1 y 1- lC1aG3XJngCaunty 5+17r.,r. 1 1r5; 452 59J,.1c:0.5, Legend rrI Selected Parcels Al 0.wr.2:atroa'rd County Boundary r'yf C.is-31 Streets Jridcrritx1 Lakes and Large Rivers n x:,as Screams s,ocs xs SAO Welland Parcels SAC Landslide Incorporated Area 1" SAO Coal Mine SAC Stream ANC SAC Seismk oke cs;rs 1 SAO Erosion C.a: 2 Perr-rra Sensitive Area Notice on Title rr., I The i,.formation 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 suchinfoncation.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 1 GIS Center 1 News 1 Services 1 Comments 1 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, http://www5.metrokc.gov/servlet'com.esri.esrimap.Esrimap?ServiceName=overview&Clie... 5/19/2005 Mar Output King County - Home - . 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L.„, , ..!.‘.,.r,,.„),..: ,,•?,„,..,„ L, ,, ,.,,. ..,,,,, ,, a 1 . ,.. ......„,.,.. i43 e;, ', is,41,;••f' k:Vi,r7.1 ,p,,,,.."" ,,,,,,•,. .4iv• t. •-•,,,,,•., ,,. R..... •....•„•: 1,, , =0 L.,..•• •------..-t--. ,...-.•-•-•=. - Legend FL,,L1 Selected Parcels Parcels County Boundary ii Lakes and Large Rivers Streets Streams 2002 Color Aerial Photos(West KC c only)40...„. 2" •tirrsay tine,•••is consequential damages including,but not limited. to, The info mation included on this map has been compilediseoteunrceesss. aLdeislinseussbject, ortriogchhtsantogethweituhseouto notice. King King County makes no representations or warranties,expbreyssKisogr implied, CsutY staffa tofrsacTuaravcyan,ecotYmopf resulting from the use or m informetion.King County shall not.be liable for any general, isuse soprthiaelinifondrmireacttio, Incidental,orronthis lost revenues or lost profits . i map.Any sale of this map or information on this map Is prohibited except by written permission of King Coun . King County GIS Center I News Services Comments I Se By visiting this and other King County web pages,you expressly and SearchIIIar conditionsagreetobeboundbyterms of the site.The details. r http://www5.m 1 etrokc.gov/servl 1 et/com.es ' 'n.esnmap.Esnm. ap?ServiceName=overview&Clie... 5/19/2005 X I' d 51/ 111. 17111111111 ......" '.... p•• - : 1 F t - T I 777VVV l . % I.. . 41Z7 I 44 CD s 1: 1.:.:. javg TR.._ 1', ; .. .. I r ro I 007.,. ii 17?;" 1 / 4% IV Z i/.e4ii0u . 4,• f' . fir f.: It ii ., g r....ir'..... is!. , „..' 0 0. 9.44%* e. 11/ 6 II l'' M" 1 ( 147 ... .,. ii..,-;( 98sTfi - • • r,.. ,....,.. A. !:"::: 6 z; so / • al i: 1... ,.. ° I oftli Eiltr illiA lig toO. 1.,,,,, ure,,,„...., , . atg _ m it,,,,,,.. VI s. f. . - 4% Pt% . cp. f : ... - 0 99TH 1 v. .. le, ;.: • i,-..‘ :::•,...:-.. S r q r,' l l It; 56 up.. _ . . g*,' 1".- 61':•' 17• R vF Y : s n4 ,... _' .. : ,. 5:`.. 3;.<; . Krnr- R- - As., O I0 . O NO illi, 14. it I i 7 r6 fir I TASK 2 RESOURCE REVIEW TASK 2 RESOURCE REVIEW Adopted Basin Plans and Finalized Drainage Studies: The site is not known to be located in any adopted basin plans. Basin Reconnaissance Summary Reports: No existing or potential pro lem areas were indicated. Critical Drainage Area Maps: No existing or potential problem areas were indicated. FEMA) Maps: Site is located outside the 00 year flood plain. Other Offsite Analysis Reports: An offsite analysis report by Cramer Northwest for the Singh Residence located to the north of this project was prepared in May, 2001. Sensitive Areas Folio: The southern half of the site is located in a SAO Landslide, SAO Erosion area, and a Landslide Hazard.Area. The north half contains a Landslide Drainage Area. A stream flows across the southwest corner of the property. DNR Drainage Problems Maps: Not applicable. Road Drainage Problems: Not applicable. Soils Survey: The soil is an Alderwood Gravelly Sandy Loam (AgC). Wetlands Inventory Maps: There are no known wetlands on site. Migrating River Studies: Not applicable. Drainage Complaints: There are 3 drainage complaints within our site's runoff downstream path. These complaints have been resolved. See attached list of complaints. Complaint#97-0758 The detention pond is a hazard to children Response Pond complies with 3 to 1 side slope ratio. Deemed safe. Complaint#98-0045 The plat across Talbot road is digging a hole in the ground and Don Gallagher is afraid that the silt will get into a stream that feeds his trout farm pond. Response Most of the sediment is related to stream scouring and deposition. New development not found to 6e contributing. Contact with King Conservation district established to correct the problem. Complaint#98-0461 The land is sinking. Response No cracks or other signs of erosion in the bank found. Water from street drainage is pipe to bottoms of ravine. Site found to be stable. MAY. njj i/,4Jiiv Nit!) iNv. L L K.114G COUNT1,,_ ATERMW LAND RESOURCES Div` N DRAINAGE INyESTIGATIoN REPORT-- Page 1: INVESTIGATION REQUEST Type L RECEIVED BY: 1( 16 u,1 Date::1/ 41(9 OK'd by: IfiltiFILE No. Oil 0 1 Received from: Z..0 PIease print plainly for scanning) tt Day) Eve) NAME: 11V t) e .(Jag wo. c t 50 PRONE_5 Fqt3 ADDRESS: t?d 2 t 5f C+" City COf State Zipqi Location of problem,if different: W. Reported ProUCertar . Lic;'e ';:t4, St " % 6 Star.a. Inca• civ v Plat name: p,r,_ v\ Z,, Ti I 4(62, Lot No: i Block No: Other agencies involved: No field investigation required y uitials) rc. .}., 5 . ,4c"'"it `,): V; .74 :7G7 t, Eft 4J 19 1 itii7 1.£rf E-;,1 11 °j i f' U 4:/t r'1 Y.,%' G Y r d s t .sy7 i r..: tya '».1+.6 7.#, 7;,'yr -. __•l t'"M ,. - 4.E .,. c -..r% ..:„ „N ' i. ' y F r..::,:U:.k,u..¢. .:; ..:t:,_..± ' :a.x:,s..ta: 'r- kw«:.:,. w,«uw...r.iY' ...` '' 1/ a S T R. Parcel No.1 g l"2..O OO-2.0 Kroll ((X? 1. Th.Bros: New LQ2 C 1 oia 41E5 Basin l , .-.. Council District Charge No. RESPONSE: Citizrn notited on 3 by:1 one.., _... letter.. ........... person. . ......... ... __... l a c I-z e,/ t4d r iere,en14-f 4o 11 f C l 77`Afi' ' 4.112V '7 jlki ''rt44.eAlr? DISPOSITION: Turned to on I / by OR: No further action recommended because: Lead agency has been notified: r Problem has been corrected.No problem has been identified. Prior investigation addresses problem: SEE FILE# Private problem NDAP will not consider because: Water originates onsite and/or on neighboring parcel. tocation is outside'WLRD Servi - . ea„ Other(Specify): DATE CLOSED: e ekla MAY, .', LC)'Jf) Ii'4:,11'1'V N1,i.0 i !1'LIJ)jL•p . Complaint 97-0758 Werrnis investigated by at Simmons 04/25/97 I visited the site and talked to Mike We is concerning the IUD pond at is to west of the apartment that he rents..The pond has a fairly steep!slope on the East side of the pond.The main concern is that when the pond does its job and retains water from a storm that his small children will be attracted to the water and fall in.The danger is tb.at the pond is close to the apartments and the moderate slopes could be hard for the children.to keep upright. IIe would like to have a fence installed around the pond to protect his children and the pond S 192111 St. 71 Access Road th Ave.9 S. T{am,; Parking 19215 Berm - ' ` .e._ Apartments Top of Slope Slope Detention Pond Y. . L .1 1z, !:ti'11U . 4'1LnJ av tit1f-•. cmmomommo.w KING cOUtsirP pURFACe 1fit,1!"P5R MANAGEMENT DIVISION R, rrr DRAINAGEAGE INVESTIGATION REPORT Page 1: .INVESTIGA'tiION'REQUEST Type Received by: Date: b 7 OK'd by: 1) ,{ .a Fill e•No. U Recehrecf from: lipase pit ply for saanninp). Day) Z 6-3 Eve) NAME: Ir?I C/T 1. ./1te PHONE g57r03 3I ADDRESS: 1 G a ,44 City • P,Jro- State Zip 94 e4*. agea Locatioh of problem,If different: Reported Problem: . 11 \ `/04, ~ • e-cL .[} lea4-4/ I / Ip w 174 G r`AJ6 d 1_ E. [/" c 0(DI/P /WI' M— A;(64r'ixc) 7176,fr r#e 514:r • )l tjc. e 4/ A- P > d' l5 17e9 c7 t,e.'j 'p ors ? tor • n vy eve G i/v6 • , r6ze ,#/07 Plat.name: 4(...(l r e > Lot No: 0 ( Block No: 4/ Other agencies Involved: No,Field Investigation Needed GtG73 + onitlals) Wt., to •2 1 j Parcel No. r{p - 40CA stroll Gin 7h.Eros:New (''810 6 2-- 1,14 S T R Old 1-I Basin fr 1 --- Council Dish• Charge No: 4ESPONSE: Citizen notified oh•2. /f 41 by X phone letter In person Atbs7' r.-di) 04 p,gbATGo a 57- ,.,AA S ay u q API? b e ed S)r'D r), R/24 AIGL-ot ,ir c-rA t•-t r 714 ;) J or a 1-.0 •+6 I rt'iI)Ling, P,,a6 5 •is ry a r O Ir' • '• 6.4 L!,A&Hc> G e 0 d.,rc.a.r s, 7t9 P,2a N i p 131 /i6 F6> t: `e J c G 5 j Girl AS5I5"!`,rN.]C ISPOSITION: Turned to on I by OR: No further action recommended because; Lead agency has been notified: J GCi) Problem has been corrected. _No problem has been identified.Prior investigation addresses problem: bee Fite i6 Private problem-NDAP will not consider because: Water originates onsite and/or on neighboring parcel Location is outside SWM Service Area. Other(Specify): DATE CLOSED: -J4` / 518 by I'IM1, JI. LVJU IL:YLI IV 111l' '.'u 41t.RJ IVV JL 1'' . . Complaint 98-9045 Gallagher- Investigated by Robert Manns an 1• -98 I met with Don Gallagher and his daughter and looked at the plat and the fish pond area.In the fishponds a natural stream Springbrook Creek is the water source for the ponds_Where the stream enters the intake box there is a heavy buildup of silt and sedimentation.This silt is the concern because it kills the little fingerlings The plat next door may be contributing some ofthe sediment through the outlet pipe from the road thatrunsintothestream,but it is a small amount. Most of the sediment is material being washed downstream front the creek.The plat is in bond forfeiture at the present time due to some problem with the road and drainage. I will put Don in touch with King Conservation District who can work with him to help correct the problem with the fishponds. Talbot Rd.So. IN l 143 101Talbot Estates 19225 i 01 0 I. nC`N. S. 194t'St. LII, i t i Silt buildup in lower 1 '. tank l SSpringbrook Creek yi+i' J 's, LVJO IL 4Lr!vszCninu " .rLRuEE 'rrberl)RESOURCESI I4ZSIti::: `'`I DRA ;k.GE INVESTIGATION REPC Page 1: INVESTIGATION REQUEST Type t PROBLEM: t 1 11/l? RECEIVED BY: ( 9 .- 2 Date: Ar7- OK'd bv: ,V(" &P'II.E No. 3 —04L { Received from: v NAME: may) l )Eve)1 PHONE r - e f0• ADDRESS: /9H1 ! i $ City State Zip, 9/45.5 Location of problem,if different: Reported Problem: CALL FIRST . Would Lilo To Be Present) c& Plat name: ,,t, ' Qa'r Lot No; (6. —1 Block No: Z. Other agencies involved: No field investigation required initials) TO BE COAlPLETED Y COMPLAINT PROGRAM STAFF• tea S T 11 Parcel No,Wg -"al(a ) Kroil[ E Th.Bros: New 68C• Old 41 lh+ Basin. L/ Council District .' Charge No. RESPONSE: Citizen notified on . / 0 by: /gone letter in person re)£.©4 eeP Te , f 6.- lc.. soy, ,} r ' g DISPOSITION; Turned to on , / /__ by OR:.No further action recommended because: m_ Lead agency has been notified: 1 . Problem has been corrected. No problem has been identified. _ Prior investigation aldresses problem: sEE FILEAPrivateproblemaNDAPwillnotconsiderbecause: Water originates onite and/or on neighboring parcel. Location is outside` LRD Service !}e , Other(Specify): DATE CLOSED: 7 l fit l By: , A /p MAY. 3i, 2l0,)6 i 2 4'2Ny iKII\(i CO, 4'L KO NU )2I4 r. ' l N 1 Complaint 98-0461 Freed Investigated by Pat Simmons 07(21/98 I met with Mr.and Mrs.Freed conceiving the south side of there lot which contain a deep ravine that is heavy covered with vegetation,They states that the top of the bank is slipping and slowing sinking.I found no cracks other distress signtin tl.e lawn,I explained that often to tops would slowly settle over a number of years. Their house is SO to 75 feet back from the edge and should be safe.There were no sip.ns of erosion in the bank and the water from the street drainage is piped to the bottom of the ravine, 99th Place S Freed 19341 Sinking area FLI ici, Ravine TASK 3 FIELD INSPECTION 1 1 I 1 TASK 3 FIELD INSPECTION A field inspection was conducted on. February 11, 2005 to inspect the onsite drainage system of the site. Offsite drainage systems were also inspected downstream approximately 1/4 mile from the discharge point of the site. The inspection involved investigation of the ten specific items of a Level 1 Inspection per the King County Surface Water Design Manual, 2005. The inspection yielded the following findings: 1. The resource review indicated no existing problems. 2. The existing drainage system capacity was adequate. 3. There was no evidenc of existing or potential flooding problems. 4. There were no existing or potential overtopping, scouring, bank sloughing, or sedimentation problems. 5. No significant destruction of aquatic habitat or organisms was noticed. 6. Qualitative data such as land use, impervious surfaces, topography, and soil types was noted and can be found in Task 4 information. 7. Information was collected on ditches, structures, and pipes. This information is also included in the Tas 4 information. 8. Tributary basins deline ted in Task 1 were verified. 9. No neighbors were consulted. 10. The weather conditions at the time of the inspection were clear and cool. 1 1 I 1 1 i TASK 4 DRAINAGE SYSTEM DESCRIPTION AND PROBLEM DESCRIPTIONS TASK 4 DRAINAGE SYSTEM DESCRIPTION AND PROBLEM DESCRIPTIONS Site Drainage This project's north property line is located approximately 630' south of the intersection of SE 192nd St. and 102nd Ave. SE. It's parcel# is 0522059085. The site is approximately 6.0 ares. The northern half of the property is pasture, while the other half is forested. The existing drainage tends to sheet flow from the east to the west. The bite does receive some upstream runoff from the property to the east The soil types located on this property are Alderwood Gravelly Sandy Loam AgC) per the King Count Soil Survey. Offsite Drainage An Off-Site Analysis Drainage System Table is provided on the next page that describes in detail the offsite drainage components at least % mile downstream from the project discharge location. Please refer to the offsite drainage map in Task 1 because the map symbols listed in the table correspond to drainage component symbols on the offsite drainage maps. OFF-SITE ANALYSIS DRAINAGE SYSTEM TABLE SURFACE WATER DESIGN MANUAL,CORE REQUIREMENT#2 Basin: BLACK RIVER Subbasin Name: Subbasin Number: Symbol Drainage Drainage Slope Distance Existing Potential Observations of field Component Type, Component from site Problems Problems inspector, resource Name, and Size Description discharge reviewer, or resident see map Type:.sheet flow,swale, drainage basin,vegetation, ml=1,320 ft. constrictions,under capacity,ponding,tributary area,likelihood of problem, stream;channel,pipe, cover,depth,type'of sensitive overtopping,flooding,habitat or organism overflow pathways,potential impacts pond;Size:diameter, area,volume destruction,scouring,bank sloughing, surface area - sedimentation,incision,other erosion Al Sheet flow Flows across mostly 25% 0 none none No_problems_observed---- forested ground to stream A2 Sheet flow Flows across pasture& —15- 0-200' none none No problems observed lawns to the west and 20% onto 99th P1. S. B CB& 12"cmp Flows sw to bottom of —50% 200'-350'none none No problems observed ravine C stream 2'wide,2"deep,sandy 15% 350'-450'none none No problems observed w/pebble bottom,moss fern slopes D stream 5'-8'wide,3-6"deep, 5% 450'-1400' none none No problems observed pebbles and logs on bottom,light brush E 36"cmp&48"half Flows under Talbot Rd., 15% 1400'-1590' none none No problems observed pipe outlet to half pipe 98-41inB04 TASK 5 MITIGATION OF EXISTING OR POTENTIAL PROBLEMS I TASK 5 MITIGATION OF EXISTING OR POTENTIAL PROBLEMS After a thorough field inspection and a detailed resource review there were 3 existing problems identified. These problems have been dealt with as previously stated in Task 2. The proposed improvements will not produce a significant impact to the existing drainage patterns once the site has been stabilized and the runoff has been controlled via a combined detention/wet vault. A temporary erosion and sedimentation control plan will be created to minimize the transport of sediment laden runoff to the downstream conveyance system. FLOW CONTROL BMPS Perforated stubout connections from the lots convey runoff from the site to the roadside drainage system. Runoff is then routed to the onsite detention facility and released to an energy dissipater where it converges with the nearby creek. i i r APPENDIX THRESHOLD ASSESSMENT DETENTION, & WATER QUALITY CALCULATIONS II THRESHOLD CALCULATIONS: The site is 6.0 acres but the southern 2.92 acres is in a sensitive areas tract. Therefore only the 3.08 northern acres and the .40 acres of offsite improvements have been analyzed. Existing: 3.08 acres pasture 0.40 acres pasture Developed: 18 homes @ 2500 ft2 45000 ft2 1.03 acres Road improvements.(onsite) 16500 ft2 0.38 acres Road improvements (offsite) 17266 ft2 0.40 acres 1.81 acres impervious 1.67 acres lawn/grass Pre-developed Land Use Summary Till Forest 3.48 acres l Till Pasture 0.00 acres Till Grass 0.00 acres lOutwash Forest 0.00 acres lOutwash Pasture 0.00 acres lOutwash Grass 0.00 acres Wetland 0.00 acres Impervious 0.00 acres l Total Area :3.48 acres l Scale Factor :1.00 Hourly Reduced Time Series: Predle v bompute Time Series Modify User Input Flow Frequency Analysis Time Series File:predv.tsf Project Location:Sea- ac Annual Peak Flow Rates--- Flow Frequency Analysis Flow Rate Rank Time bf Peak Peaks - - Rank Return Prob CFS)CFS) Period 0.219 2 2/09/91 18:00 0.281 1 100.00 0.990 0.060 7 1/06/02 3:00 0.219 2 25.00 0.960 0.163 4 2/28/03 3:00 0.168 3 10.00 0.900 0.006 8 3/24/04 20:00 0.163 4 5.00 0.800 0.096 6 1/05/05 8:00 0.142 5 3.00 0.667 0.168 3 1/18/06 21:00 0.096 6 2.00 0.500 0.142 5 11/24/06 4:00 0.060 7 1.30 0.231 0.281 1 1/09/08 9:00 0.006 8 1.10 0.091 Computed Peaks 0.260 50.00 0.980 Developed r-Land Use Summary Till Forest 0.00 acres rill Pasture 0.00 acres Till Grass 1. 67 acres Outwash Forest 0.00 acres IOutwash Pasture 0.00 acres lOutwash Grass 0.00 acres Wetland 0.00 acres Impervious 1.81 acres Total Area :3.48 acres Scale Factor :1.00 Hourly Reduced Time Series: dev Compute Time Series Modify User Input Flow Frequency Analys}s 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 0.588 5 2/09/01 2:00 1.21 1 100.00 0.990 0.463 8 1/05/62 16:00 0.710 2 25.00 0.960 0.710 2 2/27/03 7:00 0.700 3 10.00 0.900 0.482 7 8/26/94 2:00 0.622 4 5.00 0.800 0.585 6 10/28/94 16:00 0.588 5 3.00 0.667 0.622 4 1/18/ 6 16:00 0.585 6 2.00 0.500 0.700 3 10/26/66 0:00 0.482 7 1.30 0.231 1.21 1 1/09/08 6:00 0.463 8 1.10 0.091 Computed Peaks 1.04 50.00 0.980 Retention/Detention Facility l Type of Facilitty: Detention Vault Facility Length: 102.50 ff Facility Width: 33.00 ft Facility Are : 3383. sq. ft Effective Storage Dept : 12.00 ft Stage 0 Elevatio : 0.00 ft Storage Volume: 40590. cu. ft Riser Head: 12.00 ft Riser Diameter: 12.00 'inches Number of orifices: 2 Full Head Pipe Orifice• % Heigi t Diameter Discharge Diameter ft) in) CFS) in) 1 0.00 0.78 0.057 2 7.50 1.30 0.097 4.0 Top Notch Weir: None Outflow Rating Cur e: None Stage Elevatio Storage Discharge Percolation ft) ft)cu. ft) (ac-ft) (cfs) cfs) 0.00 0.00 0. 0.000 0.000 0.00 0.01 0.01 34. 0.001 0.001 0.00 0.02 0.02 68. 0.002 0.003 0.00 0.03 0.03 102. 0.002 0.003 0.00 0.04 0.04 135. 0.003 0.003 0.00 0.05 0.05 169. 0.004 0.004 0.00 0.06 0.06 203. 0.005 0.004 0.00 0.07 0.07 237. 0.005 0.004 0.00 0.27 0.27 913. 0.021 0.009 0.00 0.47 0.47 1590. 0.036 0.011 0.00 0.68 0.68 2300. 0.053 0.014 0.00 0.88 0.88 2977. 0.068 0.015 0.00 1.08 1.08 3653. 0.084 0.017 0.00 1.29 1.29 4363. 0.100 0.019 0.00 1.49 1.49 5040. 0.116 0.020 0.00 1.69 1.69 5716. 0.131 0.021 0.00 1.90 1.90 6427. 0.148 0.023 0.00 2.10 2.10 7103. 0.163 0.024 0.00 2.30 2.30 7780. 0.179 0.025 0.00 2.51 2.51 8490. 0.195 0.026 0.00 2.71 2.71 9167. 0.210 0.027 0.00 2.91 2.91 9843. 0.226 0.028 0.00 3.12 3.12 10553. 0.242 0.029 0.00 3.32 3.32 11230. 0.258 0.030 0.00 3.52 3.52 11906. 0.273 0.031 0.00 3.73 3.73 12617. 0.290 0.032 0.00 3.93 3.93 13293. 0.305 0.033 0.00 4.13 4.13 13970. 0.321 0.034 0.00 4.34 4.34 14680. 0.337 0.034 0.00 4.54 4.54 15357. 0.353 0.035 0.00 4.74 4.74 16033. 0.368 0.036 0.00 4.95 4.95 16743. 0.384 0.037 0.00 5.15 5.15 17420. 0.400 0.037 0.00 I 5.35 5.35 18096. 0.415 0.038 0.00 5.56 5.56 18807. 0.432 0.039 0.00 5.76 5.76 19483. 0.447 0.040 0.00 5.96 5.96 20160. 0.463 0.040 0.00 6.17 6.17 20870. 0.479 0.041 0.00 _ 6.37 6.37 21547. 0.495 0.042 0.00 6.57 6.57 22223. 0.510 0.042 0.00 6.78 6.78 22933. 0.526 0.043 0.00 6.98 6.98 23610. 0.542 0.044 0.00 7.18 7.18 24286. 0.558 0.044 0.00 7.39 7.39 24997. 0.574 0.045 0.00 7.50 7.50 25369. 0.582 0.045 0.00 7.51 7.51 25403. 0.583 0.046 0.00 7.53 7.53 25470. 0.585 0.047 0.00 7.54 7.54 25504. 0.585 0.048 0.00 7.55 7.55 25538. 0.586 0.051 0.00 7.57 7.57 25606. 0.588 0.054 0.00 7.58 7.58 25639. 0.589 0.058 0.00 7.59 7.59 25673. 0.589 0.060 0.00 7.61 7.61 25741. 0.591 0.061 0.00 7.81 7.81 26417. 0.606 0.072 0.00 8.02 8.02 27128. 0.623 0.080 0.00 8.22 8.22 27804. 0.638 0.086 0.00 8.42 8.42 28481. 0.654 0.092 0.00 8.63 8.63 29191. 0.670 0.097 0.00 8.83 8.83 29867. 0.686 0.102 0.00 9.03 9.03 30544. 0.701 0.106 0.00 9.24 9.24 31254. 0.717 0.111 0.00 9.44 9.44 31931. 0.733 0.115 0.00 9. 64 9.64 32607. 0.749 0.118 0.00 9.85 9.85 33318. 0.765 0.122 0.00 10.05 10.05 33994. 0.780 0.125 0.00 10.25 10.25 34671. 0.796 0.129 0.00 10.46 10.46 35381. 0.812 0.132 0.00 10.66 10.66 36057. 0.828 0.135 0.00 10.86 10.86 36734. 0.843 0.138 0.00 11.07 11.07 37444. 0.860 0.141 0.00 11.27 11.27 38121. 0.875 0.144 0.00 11.47 11.47 38797. 0.891 0.147 0.00 11. 68 11.68 39508. 0.907 0.150 0.00 11.88 11.88 40184. 0.923 0.153 0.00 12.00 12.00 40590. 0.932 0.154 0.00 12.10 12.10 40928. 0.940 0.464 0.00 12.20 12.20 41267. 0.947 1.030 0.00 12.30 12.30 41605. 0.955 1.760 0.00 12.40 12.40 41943. 0.963 2.550 0.00 12.50 12.50 42281. 0.971 2.840 0.00 1 Duration Comparison Anaylsis Base File: predev.ts f New File: rdout.tsf Cutoff Units: Discharge, in CFS Fraction of Time Check of Tolerance Cutoff Base New Change Probability Base New %Change 0.049 0.90E-02 0.69E-02 -23.3 0.90E-02 0.049 0.045 -9.0 0.062 0.62E-02 0.63E-02 2.6 0.62E-02 0.062 0.064 3.3 0.075 0.47E-02 0.50E-02 4.8 0.47E-02 0.075 0.077 2.5 0.088 0.36E-02 0.32E-02 -11.2 0.36E-02 0.088 0.084 -5.2 0.102 0.28E-02 0.23E-02 -19.1 0.28E-02 0.102 0.094 -7.3 0.115 0.22E-02 0.16E-02 -26.1 0.22E-02 0.115 0.103 -10.6 0.128 0.15E-02 0.93E-03 -36.0 0.15E-02 0.128 0.117 -8.2 0.141 0.96E-.03 0..54E-03 -44.1 0.96E-03 0.141 0.127 -9.9 0.154 0.59E-03 0.49E-04 -91.7 0.59E-03 0.154 0.138 -10.4 0.167 0.34E-03 0.33E-04 -90.5 0.34E-03 0.167 0.146 -13.0 0.181 0.21E-03 0.33E-04 -84.6 0.21E-03 0.181 0.149 -17.8 0.194 0.16E-03 0.00E+00 -100.0 0.16E-03 0.194 0.151 -22.3 0.207 0.82E-04 0.00E+00 -100.0 0.82E-04 0.207 0.154 -25.8 Maximum positive excursion = 0.004 cfs ( 5.2%) occuring at 0.069 cfs on the Base Data:predev.tsf . and at 0.073 cfs on the New Data:rdout.tsf Maximum negative excursion = 0.058 cfs (-27.5%) occuring at 0.212 cfs on the Base Data:predev.tsf and at 0.154 cfs on the New Data:rdout.tsf WETPOND CALCULATIONS The following calculation is per Section 6.4.1 of the KCSWDM. Runoff Volume = Vr = (0.9Ai + 0.25Atg + 0.10Atf + 0.01Ao) x (R/12) Ai= 78766 sf Atg=72832 sf Atf=0 Ao=0 R=.47 Vr = [ (0.9) (78766) + (0 25) (72832) + 0 + 0] x (.47/12) = 3490 cf Wetpool Volume Vb = f(V^) f=3 Vr=3120 cf Vb = 3x3490 = 10469 cf Wetpool volume = 33' x i02.5' x 3.5' = 11839 cf, thus satisfying the volume required. I Framer Northwest, Inc.forN.Surveyors *Planners •Engineers 4 June 6,2006 King County DDES Attn: Chad Tibbits 900 Oakesdale Avenue SW Renton,WA 98055-1219 E 1 le I0 UM 1 D Re:Viewpoint Plat JUN 2 1 2006Southof192°d St and 102nd Ave SE Renton,WA 98055 File No.L05P0013 K.C. D.D.E.S. Chad, This letter is to accompany the resu mittal package addressing the requested given to us on January 19th, 2006. The deadline was March 20,2006 for which we requested an extension. The following issues have been addressed: Drainage A detailed level 1 offsite analysis for both subbasins has been provided. Bath flow paths.are delineated within the report. A list of drainage complaints have been added to the report. As a result of our inquiries one complaint was found concerning the trout farm. This involved stream scouring and deposition which was caused naturally and not by any new development.Our detention facility would mimic existing conditions and as it.is sized for a 100 year event would mitigate any sudden scouring caused by sudden heavy rains upstream. ,There is only one compliaint listed for Springbrook Rd which lists as muddy conditions.There is also only one complaint listed for Springbrook Creek which lists bank failure. Both complaints are listed prior to a decade in time and Ias such are outside the scope of our examination. A more detailed downstream map has been included within the report. Both subbasins are depicted on the map however the drainage culvert leaving offsite was not depicted as terrain modifiers prevented physical examination of the location. Observations recorded were made from a distance. I Preliminary calculations using historic conditions are included within the report. A drainage adjustment has been preparedfor our submittal. The route and outlet location has been temporarily staked for review by DDES staff and Julian Liu, geotech,has written a letter making recommendations on the outlet piping. MAIN FILE COPY 945 N.Central,Suite#104 -Kent WA 98032 (253)852-4880 Fax(253)852-4955 www.cramernw.com E-mail: cni@cramernw.com Page 1 of 2 Y 0.10N.'"'Cramer Northwest, Inc. Surveyors *Planners *Engineers Roads An onsite and offsite conceptual road improvement plan has been provided including profile grades and the relation of existing road to ROW limits. These are overlaid by proposed improvements. Included within the plan are profiles and cross sections along the site showing proposed slopes and needed walls. We are proposing to improve the public half street along 102nd connecting to the improvements proposed by Talbot Ridge Estates(L05P0007) As,we have prepared a conceptual road plan for 102nd. We are obtaining deed of dedication from the affected property owner,parcel 0522059077. A copy of the deed is attached. We anticipate the owner to sign and record within the next fe weeks. We do not believe there is any dedication needed on the east side of the existing right-of-way that is 102nd Ave SE. Our surveyor confirmed the existing eastern edge of 102nd is the centerline of the nev*public road. Further,Talbot Ridge Estates(L05P0007)plat is proposed to improve their frontage along 102nd and we will connect to those improvements. A variance to the cul-de-sac has been preparedfor our submittal. Plans have been revised for the sub-access street and a variance has been prepared for our submittal. Tract B services 6 lots;Lot 15& 18 is accessed from the cul-de-sac while lot 5 is accessed from the sub- access street. Tract B length has been adjusted to conform to King County Road Standards. School Walkways An analysis of school walkways has been prepared to demonstrate how children and pedestrians will walk from the proposed plat to SE 192nd. We believe that the conceptual improvement of 102nd with sidewalks and connection to the Talbot Ridge Estates Plat(L05P0007),to the north,provides adequate connection from Viewpoint,along 102nd to SE 192nd Street. Critical Areas A conceptual grading plan showing cuts,fills and retaining wall locations has been prepared for our submittal. Stations and wall elevations have been noted on the plans. Recreation Tract and Tree Plan Based on the revised plat information,a landscape,tree retention and recreation space design plan has been included,prepared by GHA Landscape Architects. We appreciate your assistance and quick review of the information provided. Please contact me with any further requests. Thank you, Aleanna Kondelis Project Manager 945 N.Central,Suite#104 Kent WA 98032 (253)852-4880 Fax(253)852-4955 www.cramernw.com E-mail:cni@cramernw.com Page 2 of 2 at.Screening Transmittal King Counts Pea 1, a t. : at:Ap alcat o:n of'Vi:ewpoint Department of Development L' ry<- and Environmental Services w iroM ', ,: : , r:, Land Use Services Division u}f a s *a#•r .q s',' es: a t 9 ` s 6 900 Oakesdale Avenue r: y, : n. < •:r....s .s'.. <,r. .!?'.: e ue Southwest w Renton, e : e (oE u 'Mttai of400, t• rt .'i i/I rchk 0 .:2:;<;Q•6Washington98055-1219 r.w .. s- 5:.. ,• : °'x k. .. 7 Please provide five (5) copies of the following, unless otherwise noted. Drainage: Provide a detailed Level 1 Offsite Analysis that includes the both subbasins leaving the site. There are 2 downstream paths leaving the site, one to the west and one to the southwest into Springbrook Creek. The Offsite Analysis should include both downstream flow paths. Ir<clude a list of drainage compl ints for a distance of 1 mile downstream. Provide actual copies of complaints located in the downstream flow paths. Include an analysis,of each complaint, showing how adequate mitigation is provided with the proposed drainage design. DDES is aware of downstream drainage complaints from the Springbrook Trout Farm and other complaints within the Springbrook Creek downstream. Note that more restrictive drainage and construction controls may be necessary due to the close proximity to the City of Renton watershed. tt,L,,• ,a more detailed downstream map is required to adequately show the downstream flow paths. Include Sd` Gm Offsite Drainage System TaL?le for both subbasins. Show the drainage culvert lcavingthe southwest corner of the site, and any other drainage conveyances onsite and offsite. Provide preliminary calculations showing how the 2005 Conservation Flow Control Standard is met. Jote that the Conservation Flow Control requires using historic (forested) pre-developed land cover. Su:emit a drainage adjustment (to Core Requirement 1)to combine the 2 subasins into one post- dF:•reloped facility. 011) • Provide geotechnical input for tide tightline system proposed and more detail of the pipe outlet. Show t'':P relative proximity of the stream channel and the proposed pipe outlet/dissipater. Incorporate these c'stails into the conceptual drainage plan. A,01,1•"•) • Please stake the route and outlet location on the site for review by DDES. Roads: Provide an onsite and offsite conceptual road improvement plan including proposed provisions for crainage design. Include a conceptual profile grade for the road alignments. The plan should show jY ;ie location of the existing road improvements in relation to the R/W widths, overlayed by any proposed improvements. Please' include r1 ! showing proposed slopes or needed walls to keep the cross-section m views improvements hinetheeimprovements, p A public road is required for access to the subdivision per the KCRS. Letters of intent from the affected owner(s) of the existing access road easement are required to convert the easement to a public road. Please include copies of the road easement With the letters of intent. Tie proposed access road does not meet the length of cul-d-sac requirements in the 1993 KCRS. F'lease re-design the proposal to meet the standards or request a road variance. Evaluate future neighborhood circulation issues for the undeveloped parcels in the vicinity. Please consider a loop entry road that:would stub to the adjoining greenhouse property. Viewpoint-•L05P0013 01/06 1 Provide an offsite school w j.___Jay inventory. i tD Submit a conceptual grading plan for the site, showing cross-section views across the site. Show an f ..frAt' proposed retaining or rock walls. y 5 Please provide an offsite school pedestrian walkway inventory to the area schools. Show details oftheexistingpavementandRANwidthswithin102ndAveSEtoSE192ndStreet. It appears that existingwalkwayprovisionsareinadequatealong102ndAveSE. Provide.a conceptual walkway improvement It W\ plan, showing the existing pavement and R in relation to any proposed improvements. If any offt1 ' R/W construction is necessarj,. letters of intent to provide permission from the affected owners areb i1G ' r required.S Z4IA t i -•\J" • Please revise the plans to show the road meeting KingCountyRoad Standards for a subaccess street. Please provide letters of intent from the underlying property owners of the future Ri ht-of-Wa .9 Y Z IN IftTractBshowsserviceto7-lots which is not allowed under the 1993 King County Road Standards; 1 rl^.c. please either revise Tract B ap ropriately or submit a request for a variance from the 1993 King CountyRoadStandardstoaddressthiissue. Tract B exceeds the length allowed under the 1993 King County Road Standards; please either reviseTractBappropriateorsubmitrequestforavariancefromthe1993KingCountyRoadStandardstoaddressthisissue. Critical Areas: Please provide a conceptual grading plan including cuts, fills and any planned rockeries or retainingwalls. The specific location and height of the rockeries and retaining walls should be shown on the plan. Recreat.on Tract: Please provide a conceptual recreation space plan (i.e. playground equipment, benches). plA SO-220,Significant Tree: Provide a survey of the significant trees located on the site. Also provide aconceptualretention/mitigation plan. Revised Preliminary Plat: Provide 25 copies of a revised preliminary plat, as necessary, as a result of above-referencet. requests for additional information. As a result of the review of the information,additional information (studies, revisions, etc.)may be requested at a laterdate. Further evaluation of these issues may result in the reconfiguration and/or loss of lots. Viewpoint—l.35P0013 01/06 Y---- 1 Web date:09/13/2005 DROP-OFF COVER SHEET King County FOR LUSD ONLY Department of Development and Environmental Services Land Use Services Division 900 Oakesdale Avenue Southwest Renton,Washington 98055-1219 For alternate formats, call 206-296-6600. 206-296-6600 TTY 206-296-7217 Drop-Off Cover Sheet for Land Use Services Division a•••ss••••s•••• IMPORTANT ss••sss••••••s••• DATE RECEIVED BY LUSD PROJECT NUMBER AND NAME ISI NECESSARY FOR ALL DROP-OFFS D IProjectNoL05P0013 J Project Name Viewpoint Plat JUN 2 2006 FROM Cramer Northwest, Inc./Aleanna"Alei'Kondelis K.C. D.D.E.S. Company Name/Contact Person Telephone No (253)852-4880 TO Chad Tibbits, Program Manger II ADDITIONAL INFORMATION REQUESTED BY KING COUNTY STAFF(please print) Short Plat I Plats Please specify item(s)dropped-off: This submittal is in response to the January 19th plat screening transmittal. We have provided updated information on: Drainage with geotechnical input,Road plans,including off site conceptual,A conceptual grading plan,a recreation space design and landscape plan,school walkway inventory,and a plan for dedication of right-of-way along 102nd 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-OffCoverSheet-LUSDOnlyFORM Ig-cvs-dropoff.pdf 09/13/2005 Page 1 of 1 4, I L LIIJ & ASSOCIATES, INC. Geotechnical Engineering Engineering Geology Earth Science June 6,2006 Mr. Satwant Singh c/o Ms. Aleanna Kondelis Cramer Northwest,Inc. 945 North Central Avenue, Suite 104 Kent, WA 98032 MAIN FILE COPY Dear Mr. Singh: Subject: Impact of Outfall Pipe on Slope Stability A3@ 10rE15-Lot Residential Development D 101xx SE 194th Place JUN 2 1 2006Renton, Washington L&A Job No. 5A030 K.C. D.D.E.S. We understand that a 12-inch HDPE pipe is proposed to convey and discharge stormwater to the bottom of the gully lying within the southern portion of the site. This pipe will traverse the moderate to steep slope of the gully bank. Presented in this letter is our assessment of the impact of this pipe on the stability of the gully bank. Previously, we performed a geotechnical engineering study for the proposed development of the site, with our findings of the site surface and subsurface conditions and our geotechnical recommendations presented in a geotechnical report dated April 1,2005. The test pits excavated along till top of the gully bank encountered loose topsoil and medium- dense weathered advance outwash deposit, totaling about 4.8 to 5.8 feet thick. Underlying the weathered advance outwash soils is a fresh advance outwash deposit of dense, silty to slightly silty, fme to medium to coarse sand with a trace to some gravel at about 4.8 to 5.8 feet below the existing grade. We expect this soil condition to prevail over the gully banks. The underlying, dense, fresh advance outwash deposit is of moderately high shear strength and has high resistance against deep-seated slope failures cutting into this deposit. The surficial topsoil and medium- MAIN FILE COPY 19213 Kenlake Place NE • Kenmore, Washington 98028 Phone (425)483-9134 • Fax (425) 486-2746 June 6, 2006 15-Lot Residential Development L&A Job No. 5A030 Page 2 dense weathered advance outwash soils are of low resistance against erosion if they are devoid of vegetation cover and overly saturated. Progressive soil erosions may result in shallow, skin-type mudflows in the surficial weak soils. To minimize the impact on the stability of the gully bank, the proposed pipe should be installed in the dryer months from April 1 to October 30. The HDPE pipe lying on the ground should be securely anchored onto 2.5-inch(2.875-inch O.D.by 0.203-inch wall)galvanized steel pipe piles. The pipe piles should be installed in pairs, driven at least 10 feet into the ground, with the pairs of piles spaced no more than 20 feet apart. Disturbance to the vegetation cover on the gully bank from installation of the HDPE pipe should be kept to an minimum. Areas devoid of vegetation should be re-seeded and re-vegetated as soon as possible. Re-seeded and re-vegetated areas should be covered with clear plastic tarps, as required, to protect against soil erosion from stormwater and to promote growth of vegetation. If the above recommendations are fully implemented and observed during construction, it is our opinion that the impact of the HDPE pipe installation on the gully bank will be minimal and that the gully bank will be able to maintain long-term stability. Please call if you have any questions. K,.x ` GO1111 _ S. Yours very truly,C' , LIU&ASSOCIATES,INC. osk 27599 113 4, 2758, J. S. (Julian)Liu,Ph.D.,P.E. f Consulting Geotechnical Engineer wins '7117/ LIU & ASSOCIATES, INC. SCHOOL WALKWAY ANALYSIS VIEWPOINT PLAT Children living in the proposed V•'ewpoint subdivision will attend school in the Kent School District 415. They will either attend Sprgbrook Elementary,Meeker Middle School or Kentridge Highschool. We recognize the existing conditions along•102nd Ave SE are inadequate to travel out to SE 192nd Street.We understand that there is a bus stop along SE 192°d Street,so our proposal will include improved pedestrian access along 102nd Ave SE to SE 192nd Street. We are proposing to improve 102 Ave SE to King County public street standards which will include sidewalks that connect north along 102°d Ave SE and into the approved Talbot Estates Plat at the Southwest corner of 102nd Ave SE and SE 192nd. Please see a copy of the 102nd Ave SE road improvement plan. This will include dedicated right-of-way by the parcel directly north of our plat. Wehaveincludedacopyofthedeedofdedication. a ° i n a ,4t••• t 7'x ttg 4 try p 5p y 1 it r„itrc Z? f u r.d {; rn :i J sl imsx, y rr t, g. F`? '":, '"`j .s ,. I' h-r7, '-- x i'4 ,<t+ a s. o-1 ,1 t; ,..t.. a Ada Jr;si w' tir'x tin c u '^r t. • r pU9 t y 9} c. r t x , , t t1 rh, 4 ` "g II' .;yd .a' + C"_ `Itil i s„ Zee .o '"w r i. i xtx a r tt t! cr t: 1t .lq • k' ;. ,f 5 1. 5 d-.S"' r," i Fl1-s' ,.. a r,, 7 s P }t '? x;' - 1 r F xtxt "' ' sr• ro f{/j3! .a fis ' . S'Ps£..i.[ c n. 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D.D.E.S. gDcg Land Use Pre-applrcation Icing County Meeting Request Form Department of Development and Environmental Services Land Use Services Division 900 Oakesdale Avenue Southwest Renton, 6600 Washington 206-2 1219 6-72 For alternate formats, call 206-296-6600.206-296-6600 TTY 206-296-7217 to be completed by ODES Staff, Pre=application No _ r Date:Received Stamp). f flliYGlf'Yl i' Alr1/, Jne.a Re e/sPleaseprint: 4 e Applicant Name: safwa r) . S i rj/1 Date: 2124 J05 Address: 244 i q - 05 fh Pt sE Phone: ( 3)5.52- gb00 Ke af 4 100 ,0 Fax: (253)852- V9'.Ss Project Description: 17 f/— Lot- Pad it Vieiroie71'IaI Permit(s) being requested: 4ti bd i vl5/D l Project Address/Location: o0 xi safe IU Parcel No(s): l gvg lit. 102"d A-vee -SE O'02205q 005 Please indicate if pre-application is: V and Use Feasibility Mandatory Consolidated c eck the box(es)regarding issues you wish to discuss: and Use Permit Issues: Subdivision/CUP/Variances/ Reasonable Use/PAUE E ite Issues: Zoning/Setbacks/Density/Subdivision Design/LandscapingvSiteIssues: 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 etland/Stream Issues: Buffers/Building Setbacks/Flood Plains/Mitigation eotechnical Issues: Steep Slope I Landslide/Seismic/Coal Mine/Erosion ElClearing/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 I Septic/Water/Groundwater/Noise Impacts Other(Specify): Check out t;ie DDES Web site at www.metrokc.qov/ddes Land Use Pre-Application Meetings Information&Request Form lc-infreq-preap.pdf 4/27/04 Page 3 f 4 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 Not Attend Attend Attend Attend Attend Attend Applicant Geotechnical Consultant Structural Engineer Architect Landscape Architect Wetlands Consultant 0 Civil Engineer Legal Consultant 1 0 Others: ne Developer Property Owner J Total Number Attending: 2- I certify that I am the applicant for this pre-application meeting request and I understand that DDES will assess hourly review tees for each DDES staff member involved in pre-application research, meetings and post-me ting follow-up work, and that I assume financial responsibility for all fees associated with this request eJ1J1, . ` )ihim- t-ssignature All. ad- Note: An advance deposit of$3!2.44 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 lc-infreq-preap.pdf 04/27/04 Page 4 of 4 April 2005 May 2005l07,• 20.05Apri SMTWTFS SMTWTFS 1 2 1 2 3 4 5 6 7 Thursday' 10 11 12 13 14 15 16 15 16 17 18 19 20 21 17 18 19 20 2122 23 - 22 23 24 25 26 27 28 24 25 26 27 28 29 30• 29 30 31 TaskPad 7 am E .2 TaskPad 8 00 A05PM078 Mandatory Preapplication Mtg(RR,DDES C40) 900 10 00 g A05PM079 Mandatory Preapplication(RR,DDES D45) 1100 12pm 00 41,(6c- 00 SC 1ti(OL1 Notes vea 2 Ls it 317 goi16#14e) d.- Coo p s o V a d 1e ew 40-w, eq1flp t11300 40.7 per, LC- ,,,4t 4 00 611 Agileeij Mk 1edN 500 a vuc 0490,5 ' SL.'-"d 6 00 i Tibbits,Chad t j 03/16/2005 10:17 AM Parcel Number:0522059085 Taxpayer:SINGH SATWANT Annexation: N/A Jurisdiction: Unincorporated King County Situs Address: Postal City: Renton,98055 Plat Name: ; Rec: nil Lot: N/A; Block:N/A Kroll Page:609 W Thomas Bros.Page:686 1/4-S-T-R: NW-5-22-5 Acres:5.99(260924 SqFt.) Current Zoning: R-6-SO Potential Zoning: Comp. Plan Land Use:urn Assessor's Open Space: N/A Commercial Use: NIA Number-of-Units:-N/A- - Mobile Home: N Appraised Land Value:205000(2005),205000(2004) Appraised Improvements Value:0(2005),0(2004) Community Plan Area:Soos Creek Unincorporated Area Council: N/A School District:: Kent School District 415 AZ/O‘ep Ds- `//O7 Fire District:0037 Roads MPS Zone:343($1246.00) Roads TCM Zone:803-Green(Under Threshold) Waterfront: Water Service: Water Service Planning Area: Soos Creek Water And Sewer District Sewer Service: Airport Noise Remedy Program: N/A Bald Eagle Flag: N/A Council District(1996-2001):9 Kent Pullen(R) Council District(2002):5 Dwight Pelz Drainage Basin:Black River,WRIA 9 Police: King County,Pct:3, Dist: F4 Service/Finance Strategy Area: Full Service w/Transit Priority Snowload Zone:Standard Agricultural Production District:N Forest Production District: N Rural Forest Focus Area: N TDR Type: N/A TDR Status:N/A TDR Permit Number:N/A Building Inspection Area:S-6 Clearing Inspection Area:Jim Ballweber Code Enforcement Inspection Area:Sheryl Lux ESA Inspection Area:Kathy Newborn Grading Inspection Area: Ramon Locsin Land Use Inspection Area:Tim Cheatum Sens.Areas Notice(s)on Title: NE _i I t r .1 amiaC ! - --1 -3 1 _I r-I-___ Noma ' i L i_ 1 I I , iu 1 _LHL i ' i___ inimm Tonmomm NE _ • u. 11 i , ! -_NM IN N. 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C,:'.',;• I'.',:f.';' •'", .:- ',7'') .- f.'.':•'.:-.,'''';,..i'•- •`„ 'f'.:'•:''''''-''' .•.''' . ‘'''...`,".S.;:;,',':.•:1;='.:-. : '';''.:,...-e :-..;f-'•.).;::''''';' ' '-•'1:=:;;'....;','',"-.::•;•.:Y•:'/Z"::'=::-:::-;'"i7;•,.....:::,..•''' '',,•':''''.':'•‘:.':-"::::;,'" r'.'..",:: 1 TABLE OF CONTENTS TASK1 STUDY AREA DEFINITION AND MAPS TASK 2 RESOURCE REVIEW TASK 3 FIELD INSPECTION TASK 4 DRAINAGE SYSTEM DESCRIPTION AND PROBLEM DESCRIPTIONS TASK 5 MITIGATION OF EXISTING OR POTENTIAL PROBLEMS APPENDIX PRELIMINARY CALCULATIONS TASKI STUDY AREA DEFINITION AND MAPS TASK 1 STUDY AREA DEFINITION This project's north property line is located approximately 630' south of the intersection of SE 192nd St. and 102nd Ave. SE. It's parcel # is 0522059085. The site is approximately 6.0 acres. The northern half of the property is pasture, while the other half is forested. The existing drainage tends to sheet flow from the east to the west. 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S: P 681072 Se 880046---- I Id ila r tZb oFFS1r6 Zoo ' i TASK 2 RESOURCE REVIEW TASK 2 RESOURCE REVIEW Adopted Basin Plans and Finalized Drainage Studies: The site is not known to be located in any adopted basin plans. Basin Reconnaissance Summary Reports: No existing or potential problem areas were indicated. Critical Drainage Area Maps: No existing or potential problem areas were indicated. FEMA) Maps: Site is located outside the 100 year flood plain. Other Offsite Analysis Reports: An offsite analysis report by Cramer Northwest for the Singh Residence located to the north of this project was prepared in May, 2001. Sensitive Areas Folio: The southern half of the site is located in a SAO Landslide, SAO Erosion area, and a Landslide Hazard Area. The north half contains a Landslide Drainage Area. A stream flows across the southwest corner of the property. DNR Drainage Problems Maps: Not applicable. Road Drainage Problems: Not applicable. Soils Survey: The soil is an Alderwood Gravelly Sandy Loam (AgC). Wetlands Inventory Maps: There are no known wetlands on site. Migrating River Studies Not applicable. Drainage Complaints: There are no drainage complaints within our site's runoff downstream path. See attached list of complaints. FEB, 15, 2005. 1 , 54P1M KING CO. MD Na 0821 P. Coelplaini Type Type of Prople a Address of ProTiCoro • Comments Toros Page Nader Code 1995-0550 WOO HERBICID SE 104TH&192ND A SE NO EVIDENCE OF HERDACIDE APPLIC.ATI 686C2 1995-0770 C DRAINAGE 18862 103RD CT SE ALLEDGED DRAINAGE FROM PLAT IMPAC 686C2 1995-0770 R DRAINAGE 18862 103RD CT SE ALLEGED DRAINAGE FROM PLAT IMPACT 686C2 1995-0879 C DRAINAGE 10007 SE 200TH ST DRAINAGE FROM ADJ. LOT 68603 1995-0879 R DRAINAGE 10007 SE 200TH ST DRAINAGE FROM AD.). LOT 686C3 1996-0016 C C/B 10339 SE 11187TH PL PVT DRNG SYS CONCERNS ELEV OF CB 686C2 1996-0146 FCR POND 18808 102ND AVE SE SHEET FLOW SPREADER IMPACT NEIGHB 686C2 1996.0146 R POND 18808 III 02ND AVE SE SHEET FLOW SPREADER IMPACT NEIGHB 686C2 1996-0701 C DRNG 10320 SE 1194TH ST SHEET FLOW GRND WATER IMPACT PVT 68602 1996-0817 FCR RFT WALL 10335 SE 1187TH PL VANDALISM OF BLOCK RETAINING WALL 686C2 1996-1269 R EASEMENT 18862 103RD CT.SE D/S NEIGHBOR WILL MAINTAIN 686C2 1996-1332 FOR RID POND 18861 103RD CT.SE MAINTENANCE ACTIVITY RID POND 686C2 1997-0600 C DRAINAGE 19121 104TH PL SE OBSTRUCTED DRAINAGE PVT PROP IMP 686C2 1997-0758 C DRAINAGE 19215 98TH AVE Si#E CONCERN RE POND SIDE SLOPES MEETS 68602 1997-1107 WQC IRONOXID 19223 98 TH PL SHEET FLOW IRON OXIDE DISCHARGE 0 68602 1997-1213 C PIPE 18862 1103RD CT SE PVT PIPE INSTALL IN EASEMENT PVT REP 68602 1997-1345 FOR SINKHOLE 20106 1 00 rH AVE SE SETTLEMENT AT OR NEAR CONTROL MA 68603 1997-1384 0 CULVERT 18646 TOOTH SE SHEET FLOW FROM PRIVATE RD IMP PVT 68882 1998-0046 C SEDIMENT 19225 TALBOT RD S MINOR DEV.SED. STREAM RELATED ERO 686B2 1998-0066 FOR DRAINAGE 19606 92ND AVE S POINT DISCHARGE FROM DISPERSAL TR 686E3 1998-0461 C SINKING 19341 99TH PL S STEEP SLOPE POSSIBLE MOVEMENT 686C2 1998-0512 C DRAINAGE 18845 02ND.AVE SE PONDING PROB ON ROADWAY 68602 1999-0144 C BOGGY YD 10025 SE 200TH ST GRND WATER IMPACT TO PVT PROP 68603 1999-0507 0 DRAINAGE 103XX SE 90TH ST FILL ON LOT PRIOR TO SFR CONSTRUCTI 686C2 1999-0602 C FLOODING 10426 SE 96TH ST APPARENT OVERFLOW OF ROAD DRNG 68603 1999-0798 C DRAINAGE 19815 8TH AVE S SMALL CONCRETE/ROCK OBST IN R/S DIT 686C3 1999-0644 C DRAINAGE 19805 68TH AVE S DISCH OF LOT DRNG ONTO ROAD SHOUL 68603 1999-0894 -FCR HOOKUP 10329 SE 190TH PL DISCHARGE OF PVT DRNG INTO R/D FACT 686C2 2000-0013 R FLOODING 18851 103RD CT SE PVT PROPERTY FLOODING NEW SFR CO 686C2 2000-0013 81 FLOODING 18851 103RD CT SE PVT PROPERTY FLOODING NEW SFR CO 686C2 2000-0060 C DRAINAGE 20029 104TH PL SE PROPOSED DEVELOPMENT POSSIBLE DR 68603 2000-0431 FCR INQ 19400 ITIALBOT RD S REQUEST FOR INFORMATION REGARDIN 6.8682 2000-0462 C DDM 10359 SE 187TH PL WATER IN CRAWL SPACE APPARENT PL 686C2 2000-0477 G DDM 9221 S 1197TH ST PONDING WATER ON ADJACENT PROPER 68683 2000-0740 C DDM 10101 SE 1188TH ST LOT AND FOUNDATION DRAINAGE DISCH 686C2 2001-0165 0 DDM 18850 103RD CT SE REQUEST FOR HISTORIC INFORMATION R 686C2 2001-0185 FOR DCA 10318 SE 190TH ST NEW SFR CONSTRUCTION ACTIVITY MAY 686C2 2001-0185 R DCA 10318 SE 90TH ST NEW SFR CONSTRUCTION ACTIVITY MAY 686C2 200.1-0510 FOR MNM 18851 103RD CT SE ALLEGED RODENT(RAT)AT R/D FACILITY. 686C2 2601-0692 FOR MMG 10125 SE 200TH ST STORM EVENT: APPEARS PRIVATE LOT D 68603 Pam 2 of 3 FEB. 15. 2005 1 : 56PM KING CO. IAILRD NO, 0821 P. 4 i Complaint TYpe Type of Problem Address of Problem Comments Tbros Page Naar Code 2001-0701 FOR MMF 18851 103RD CT SE STORM EVENT: PROPERTY FLOODING,A 68602 2001-0701 R MMF 18851 . "03RD CT SE STORM EVENT: PROPERTY FLOODING,A 686C2 2001-0737 C DDM 20029 04TH PL SE 686C3 2001-0817 C DDM 18519 102ND AVE SE APPARENT GROUNDWATER IMPACT TO L 686C2 2002-0207 C DDM 9533 5 192ND ST NEWER 6ULIDING. GROUNDWATER SUR 68682 2002-4301 WQC WO! 19608 92ND AVE S DURING RES RID ASSESSMENT AN APPA 686B3 2002-0301 WQR WQI 19508 92ND AVE S DURING RES RID ASSESSMENT AN APPA 686B3 2002-0302 E MNM 19608 92ND AVE S DURING ASSESSMENT OF FACILITY IT WA 68683 2002-0302 FCR MNM 19608 92ND AVE S DURING ASSESSMENT OF FACILITY 1T WA 686B3 2002-0302 R MNM 19608 92ND AVE S DURING ASSESSMENT OF FACILITY IT WA 686B3 2002-0561 FOR MNW 19197 104TH PLSE REQUEST TO REMOVE TANSY RAGWORT 686C2 2002-0562 FOR MNW 18839 04TH PL SE REQUEST TO REMOVE TANSY RAGWORT 68602 2003-0011 C ODM 9533 S 192ND ST ALLEGED OVERFLOW OF ROADSIDE DITC 68682 2003-0194 C DDM 19341 99TH PL S REQUEST FOR INFORMATION RE FENCE I 686C3 2003-0294 C DES 19223 98TH PL S REQUEST FOR TECHNICAL ASSISTANCE I 68602 2003-0301 C DDM 19800 98TH AVE S CULVERT FAILURE ON HILLSIDE HAS RES 66603 2003-0301 R DDM 19800 38T1.1 AVE S CULVERT FAILURE ON HILLSIDE HAS RES 68603 2003-0301 R DDM 19800 98TH AVE S SEE PREVIOUS COMMENTS ON COMPLAI 686C3 2003-0475 FOR MNW 18839 104TH PL SE 686C2 2003-0641 FCR MMA 9612 S 194TH ST ACCESS EASEMENT INTO TRACT. PROPS 68682 2004-0002 FCR MNM 10215 SE 86TH ST Trees fallen from private property onto SWM tr 68602 2004-0170 E MNM 103RD P & SE 190TH PL Facility D91859 outlets into channel on 15;dral 68602 2004-0170 FCR MNM 103RD P& SE 190TH PL Facility D91859 outlets into channel on 15'drai 686,02 2004-0170 R MNM 103RD P& SE 190TH PL Facility D91859 outlets into channel on 15'dral 686C2 2004-0474 FCR MNM 20127 05TH AVE SE .Concern about"scum"in D92772 pond(AAA f 686C3 2004-0530 FCR MNM 18616 1.02ND AVE SE Blackberries/vegetation from D92301 tract gro 666C2 2004-0539' WOE WQDC 20127105TH PL SE 686C3 2004-0619 WQA WQAI 10421 SE 192ND ST 686C2 2004-0662 C DTA 19845 105TH AVE SE Drainage problem caused by neighbor placing 68603 2004-0084 C DTA 20059 03RD FL SE Needs TA for non-working downspout. 686C3 2004-0720 SUP FRE 104TH P & SE 190TH ST REVISION TO OUTFALL FROM D91882 68602 2004-0720 SUPF FRE 104TH P & SE 190TH 5T REVISION TO OUTFALL FROM D91882 686C2 Page 3 of 3 TASK 3 FIELD INSPECTION 1 TASK 3 FIELD INSPECTION A field inspection was conducted on February 11, 2005 to inspect the onsite drainage system of the site. Offsite drainage systems were also inspected downstream approximate y 1/4 mile from the discharge point of the site. The inspection involved investigation of the ten specific items of a Level 1 Inspection per the King County Surface Water Design Manual, 1998. The inspection yielded the fol owing findings: 1. The resource review indicated no existing problems. 2. The existing drainage system capacity was adequate. 3. There was no evidence of existing or potential flooding problems. 4. There were no existing or potential overtopping, scouring, bank sloughing, or sedimentation problems. 5. No significant destruction of aquatic habitat or organisms was noticed. 6. Qualitative data such as land use, impervious surfaces, topography, and soil types was noted and can be found in Task 4 information. 7. Information was collected on ditches, structures, and pipes. This information is also included in the Task 4 information. 8. Tributary basins delin ated in Task 1 were verified. 9. No neighbors were consulted. 10. The weather conditions at the time of the inspection were clear and cool. TASK 4 DRAINrAGE SYSTEM DESCRIPTION AND PROBLEM DESCRIPTIONS TASK 4 DRAINAGE SYSTEM DESCRIPTION AND PROBLEM DESCRIPTIONS Site Drainage This project's north prop rty line is located approximately 630' south of the intersection of SE 192nd St. and 102nd Ave. SE. It's parcel # is 0522059085. The site is approximately 6.0 acres. The northern half of the property is pasture, while the other half is forested. The existing drainage tends to sheet flow from the east to the west. The site does receive some upstream runoff from the property to the east The soil types located on,this property are Alderwood Gravelly Sandy Loam AgC) per the King County Soil Survey. Offsite Drainage An Off-Site Analysis Drai age System Table is provided on the next page that describes in detail the of site drainage components at least % mile downstream from the project discharge location. Please refer to the offsite drainage map in Task 1 because the map symbols listed in the table correspond to drainage component symbols on the offsite drainage maps. OFF-SITE ANALYSIS DRAINAGE SYSTEM TABLE SURFACE WATER DESIGN MANUAL, CORE REQUIREMENT#2 Basin: BLACK RIVER Subbasin Name: Subbasin Number: Symbol Drainage Drainage' Slope ::Distance:,: Existing Potential` Observations'of:field Component Type, ,Component• from>site.. :Problems : :Problems inspector, resource. Name, and Size.. _ - Description . discharge reviewer, or resident_ • see map Type sheet flow„swale, 'drainage basin vegetation,"A mt=7;320 ft. : constrictions;under;capecity,ponding;tributary area;likelihood;of problem;stream,channel;pipe, cover,depth type,of sensitive overtopping;.flooding;:habitat,or;organisrri overflow,pathwaysi.poteritiel impacts pond SFze::diameter, area,volume; destructionscouring,bank sloughing; surface:area` aedimentatiosiOrici`slom;other erosioh. Al Sheet flow Flows across mostly 25% 0 none none No problems observed forested ground to stream A2 Sheet flow Flows across pasture& —15- 0-200' none none No problems observed lawns to the west and 20% onto 99th P1. S. B CB& 12"cmp Flows sw to bottom of —50% 200'-350'none none No problems observed ravine C stream 2'wide,2"deep, sandy 15% 350'-450'none none No problems observed w/pebble bottom, moss fern slopes D stream 5'-8'wide, 3-6"deep, 5% 450'-1400' none none No problems observed pebbles and logs on bottom, light brush E 36"cmp&48"half Flows under Talbot Rd., 15% 1400'-1590' none none No problems observed pipe outlet to half pipe 98-4\inB04 II TASK 5 MITIGATION OF EXISTING OR POTENTIAL PROBLEMS TASK 5 MITIGATION OF EXISTING OR POTENTIAL PROBLEMS After a thorough field inspection and a detailed resource review there were no existing problems identified. The proposed improvements will not produce a significant impact to the existing drainage patterns once the site has been stabilized and the runoff has been controlled via a combined detention/wet vault. A temporary erosion and sedimentation control plan will be created to minimize the transport of sediment laden runoff to the downstream conveyance system. APPENDIX PRELIMINARY CALCULATIONS RUNOFF CALCULATIONS: The site is 6.0 acres but the southern 2.92 acres is in a sensitive areas tract. Therefore only the 3.08 northern acres and the.22 acres of offsite improvements have been analyzed. Existing: 3.08 acres pasture 0.22 acres pasture Developed: 18 homes @ 2500 sf 45000 sf 1.03 acres Road improvements(onsite) 16500 sf 0.38 acres Road improvements(offsite) 9500 sf 0.22 acres r 1.63 acres impervious 1.67 acres lawn/grass PREDEVELOPED Land Use Summary Till Forest 0.00 acres Till Pasture 3.30 acres Till Grass 0.00 acres Outwash Forest 0.00 acres Outwash Pasture 0.00 acres lOutwash Gras 0.00 acres Wetland 0.00 acres Impervious 0.00 acres Total Area : 3.30 acres Scale Factor : 1.00 Hourly Reduced Time Series: predev Compute Time Series Modify User Input Flow Frequency Analysis Time Series File:predev.tsf Project Location:SeaFTac Annual Peak Flow Rates--- Flow Frequency Analysis Flow Rate Rank Time of Peak Peaks - - Rank Return Prob CFS)CFS) Period 0.233 2 2/09/01 18:00 0.398 1 100.00 0.990 0.087 7 1/051(02 16:00 0.233 2 25.00 0.960 0.212 3 2/28/03 3:00 0.212 3 10.00 0.900 0.023 8 3/241/04 19:00 0.198 4 5.00 0.800 0.118 6 1/051/05 8:00 0.191 5 3.00 0.667 0.198 4 1/181/06 16:00 0.118 6 2.00 0.500 0.191 5 11/241/06 4:00 0.087 7 1.30 0.231 0.398 1 1/09V08 6:00 0.023 8 1.10 0.091 Computed Peaks 0.343 50.00 0.980 DEVELOPED Land Use Summary . Till Forest 0.00 acres Till Pasture 0.00. acres Till Grass 1.67 acres lOutwash Forest 0.00 acres Outwash Pasture 0.00 acres Outwash Gras' 0.00 acres Wetland 0.00 acres Impervious 1.63 acres Total Area : 3.30 acres Scale Factor : 1.00 Hourly Reduced Time Seriles: dev Compute Time Series Modify User Input Flow Frequency Analysis Time Series File:devI.tsf Project Location:Sea-Tac Annual Peak Flow ates--- Flow Frequency Analysis Flow Rate Rank Time of Peak Peaks - - Rank Return Prob CFS)CFS) Period 0.544 5 2/09/01 2:00 1.12 1 100.00 0.990 0.424 8 1/05/02 16:00 0.659 2 25.00 0.960 0.659 2 2/27/03 7:00 0.635 3 10.00 0.900 0.437 7 8/26/04 . 2:.00 0.576 4 5.00 0.800 0.532 6 10/28/04 16:00 0.544 5 3.00 0.667 0.576 4 1/18/06 16:00 0.532 6 2.00 0.500 0.635 3 10/26106 0:00 0.437 7 1.30 0.231 1.12 1 1/09/08 6:00 0.424 8 1.10 0.091 Computed Peaks 0.967 - 50.00 0.980 Retention/Detention Facility 1 Type of Facility: Detention Vault Facility Length: 79.48 ft Facility Width: 79.48 ft Facility Area: 6318. sq. ft Effective Storage Depth: 5.00 ft Stage 0 Elevation: 0.00 ft Storage Volume: 31589 cf PROVIDED 58'X109'X5'=31610 CF Riser Head: 5.00 ft Riser Diameter: 12.00 inches Number of orifices: 2 Full Head Pipe Orifice # Heightl Diameter Discharge Diameter ft) in) CFS) in) 1 0.I00 1.15 0.080 2 3.75 3.24 0.318 6.0 Top Notch Weir: None Outflow Rating Curve: None Stage Elevation Storage Discharge Percolation ft) ft)cu. ft) (ac-ft) (cfs) cfs) 0.00 0.00 0. 0.000 0.000 0.00 0.01 0.01 63. 0.001 0.004 0.00 0.02 0.02 126. 0.003 0.006 0.00 0.04 0.04 253. 0.006 0.007 0.00 0.05 0.05 316. 0.007 0.008 0.00 0.06 0.06 379. 0.009 0.009 0.00 0.07 0.07 442. 0.010 0.010 0.00 0.08 0.08 505. 0.012 0.010 0.00 0.10 0.10 632. 0.015 0.011 0.00 0.20 0.20 1264. 0.029 0.016 0.00 0.30 0.30 1895. 0.044 0.019 0.00 0.40 0.40 2527. 0.058 0.023 0.00 0.50 0.50 3159. 0.073 0.025 0.00 0.60 0.60 3791. 0.087 0.028 0.00 0.70 0.70 4422. 0.102 0.030 0.00 0.80 0.80 5054. 0.116 0.032 0.00 0.90 0.90 5686. 0.131 0.034 0.00 1.00 1.00 6318. 0.145 0.036 0.00 1.10 1.10 6950. 0.160 0.037 0.00 1.20 1.20 7581. 0.174 0.039 0.00 1.30 1.30 8213. 0.189 0.041 0.00 1.40 1.40 8845. 0.203 0.042 0.00 1.50 1.50 9477. 0.218 0.044 0.00 1.60 1.60 10108. 0.232 0.045 0.00 1.70 1.70 10740. 0.247 0.047 0.00 1.80 1.80 11372. 0.261 0.048 0.00 1.90 1.90 12004. 0.276 0.049 0.00 2.00 2.00 12636. 0.290 0.051 0.00 2.10 2.10 13267. 0.305 0.052 0.00 2.20 2.20 13899. 0.319 0.053 0.00 2.30 2.30 14531. 0.334 0.054 0.00 2.40 2.40 15163. 0.348 0.055 0.00 2.50 2.50 15794. 0.363 0.057 0.00 1 2.60 2.60 16426. 0.377 0.058 0.00 2.70 2.70 17058. 0.392 0.059 0.00 2.80 2.80 17690. 0.406 0.060 0.00 2.90 2.90 18322. 0.421 0.061 0.00 3.00 3.00 18953. 0.435 0.062 0.00 3.10 3.10 19585. 0.450 0.063 0.00 3.20 3.20 20217. 0.464 0.064 0.00 3.30 3.30 20849. 0.479 0.065 0.00 3.40 3.40 21480. 0.493 0.066 0.00 3.50 3.50 22112. 0.508 0.067 0.00 3.60 3.60 22744. 0.522 0.068 0.00 3.70 3.70 23376. 0.537 0.069 0.00 3.75 3.75 23692. 0.544 0.069 0.00 3.78 3.78 23881. 0.548 0.072 0.00 3.82 3.82 24134. 0.554 0.081 0.00 3.85 3.85 24323. 0.558 0.094 0.00 3.88 3.88 24513. 0.563 0.112 0.00 3.92 3.92 24766. 0.569 0.135 0.00 3.95 3.95 24955. 0.573 0.163 0.00 3.99 3.99 25208. 0.579 0.193 0.00 4.02 4.02 25397. 0.583 0.220 0.00 4.05 4.05 25587. 0.587 0.229 0.00 4.15 4.15 26219. 0.602 0.254 0.00 4.25 4.25 26850. 0.616 0.276 0.00 4.35 4.35 27482. 0.631 0.296 0.00 4.45 4.45 28114. 0.645 0.314 0.00 4.55 4.55 28746. 0.660 0.331 0.00 4.65 4.65 29378. 0.674 0.348 0.00 4.75 4.75 30009. 0.689 0.363 0.00 4.85 4.85 30641. 0.703 0.378 0.00 4.95 4.95 31273. 0.718 0.392 0.00 5.00 5.00 31589. 0.725 0.398 0.00 Hyd Inflow Outflow Peak Storage Target Calc Stage Elev (Cu-Ft)Ac-Ft) 1 1.12 0.40 0.40 5.00 5.00 31577. 0.725 2 0.54 ******* 0.30 4.39 4.39 27734. 0.637 3 0.54 ******* 0.23 4.05 4.05 25606. 0.588 4 0.66 ******* 0.22 4.02 4.02 25372. 0.582 5 0.58 ******* 0.07 3.75 3.75 23700. 0.544 6 0.34 ******* 0.06 2.79 2.79 17609. 0.404 7 0.42 ******* 0.05 2.24 2.24 14140. 0.325 8 0.44 ******* 10.04 1.49 1.49 9430. 0.216 I I- WSTPOND CALCULATIONS The following calculation is per Section 6.4.1 of the KCSWDM. Runoff Volume = Vr = (0.9Ai + 0.25Atg + 0.10Atf + 0.01Ao) x (R/12) Ai=71000 sf Atg=63059 sf Atf=O Ao=O R=.47 Vr = [ (0.9) (71000) + (0.25) (63059) + 0 + 0] x ( .47/12) = 3120 cf Wetpool Volume Vb = f(Vr) f=3 Vr=3120 cf Vb = 3x3120 = 9360 cf Wetpool volume = 58'x109'x3.0' = 18966 cf, thus satisfying the volume required. y II, KING COUNTY ox mg./It ty. A05PM0794. A yrA 2002 PHOTO X A.._ t I. !°r<. r r`..N Township Lines 1. re ti - :, t X nu S-T-R ii. .• S t u(i wt QSLINES J fir._ ` r SECLINES al i, ! 6A,'.0- a'..*eA. A ii..,'. N TWPLINES i' 1 Parcels04./ ', ,v„ z Aortal Photos-2002 r j'`'! . de+s„ k a . , Cities fir mt,' r F 4" Water Bodies O'4y City Boundaries 4S MS de ia f.9ij ate 1,/kJ*. a ' 611114 14164111)fr may): k v, . `; . , w 4 K Tx , M b. 01, ,•ham`.I t t1 t . d• fir..x D't. .y ryF yt A `• t a f 1. i 4, .. Nit 1014'a^ jr h .e v'y 0 .[ _ 4', rw 0 100 200 Feet f A x•. a1 r s,. ; y 1"=200 feet la. a' •• : 4 x F At t' A y+. M' • y } • b King Countyr t* l' 111 ., t , 4, 41IrP 6.., .ryam rs teen compiled by KxV CouThematstaffhovarielYo/souionincludedonthismapssandiesuDjeelto 7 `• a-.. A _' •+ r'# e r Y.+.. " Ji ehrge vnlrrout roliee.Kuq Cooney makes roia !-y,r r, r vepnetematans or warranties express or implied as to the to the of iy, +• ,•!t t a.'; ! O '} I such information Kingcompleteness, i all notssornbbeliableforarty y rr•'"1 l.r' y'1'`' '"-"`j .' n' . f. general special,indin U.incid mat,or consequentialf• ` e damages including,but not homed to,lost revenues or lost t ! `, ..A t e- i ii. ..n,J: profits resulting from the use ar misuse of the intormatan OF. j • a iR M, on this rd p i this map My wile of this mop or information o Ki A. t f q ' 5 Countys pohdlsd except by vmt en parings..of K g Plot date.Mar 30,2005,\tddes0011x00gislav_devtprclectsVlace9.apr d y S 23.30 a m m' c N 28860 a' S zs3,a%23444 O 3 D7. st S 283n4 47 f23447q 23443 $F S 28Wh % 2-34 4N 2339 N' S284M WY 23441 S285th St s 2esm% a 23445 23432 : i g $ Llj—=---.—S22eTh414° 3:jr f23a34ra « s Lr— - p3 N 223438 ss2THST : s 2asm st N S2888t%23300 T s 2881h% 23300 . Z 0: S228891h% i S 289th% `' 1 irg, N 24894 t 24881~' 5 SS2908,% N ; 2 907 ya Q a t S P s i 291=t PI A 6' A g S N 10j^ il . 004 24882 0 21908 Er s 282nd St III 292so 03, n S 292nd St 21911 S 292 % 23450 N' N 3 S 202nd PI -b S g ! IP 5292 s..1 Srysa, 23156 s ;15, A is ,4,. 328 R. s N 294 R04E r_________________ County Road Inventory System Bonded Road Section LineOKingCountyRoutes (CRIS) Railroad 6i61' CRIS Roadlog(Route)Number Section Number Non-County Road King County Gravel or Stone Network Bridge Washington Low Type Bituminous King County Boundary 10( Department of Transportation Bituminous Concrete, WSDOT Urban Rural Line Incorporated Area Road Services Division Sheet Asphalt,or Rock Asphalt y Road Index Map Portland Cement Concrete StaLegislativeDistrictParkNod atst 2004 Brick O Legislative District Number Water Area unit. o S any 4t56 s a 0) o 96th Ave S1555u i we:JiLC 555., A CO ° 15570 98th Ave S J‹ 99th PIS 15510 100.7 A E.$g D S 01 01 W O 102nd Ave SE m 15530 m CO N N 0 N 104th Ave SE acn cn co m m o cn v 105th Ave SE m x jo) . 13- o. co rn 5 106th Ave SE r m 106 Ave SE 1 co 107th s CD• Ave SE 15210 9' C-t E cn co N Q cn m KING COUNTY 1 1, 11i 1 o A05PM079 I o t i I '-al LE E TOPO HL ,/4 1 ; - t py f r MI101. Flsh and Ditch Data f 1;,• 1• t I M t Bald Eagle Nests 7' Om PL 41 NTownship LinesSE •1 1 l Wildlife Networkl,Q i Basins I r v QSUNES Streets Mit I I WLRD Drainage Complaints ll I I rWDWt ehladtat Q WDFW2 OR TREES, i I TREES2WDFW2 OR TRFFR3tl = I:! FEMA Cross Sections 1 r SE 194 I PL p FEMA 1F a O Floodplaln 1 IIft17: i e• sion 1901-1 1_;h Cities Lcz ow Ilk F L. 0 500 1000 Feet L YII\ , r=1000 feetAll le 4 L 111!,__ King County Jim I The information included o the map has been compiled by King County stall from a ariely of sources end is subject to t 7.:chargermatio rocks, oning County makesrw repesenlatbns or wemaMbs•%press Or mpled as to the aoartacy, acompletensee(smallness,of rights tolhauseofii suchinlarmanonKmg County shall rql be IiaUlefaartygeneralspecial.idirect incidental,or consequential damages ncluding,Wt not fmued to, sl ra,enues or lost profits fasfllmg(loco ma um or rroSuse f the rAOlmalgn contained on Ihis mep.My sale of this map of nformation 1 l on tNs map is prohibited except by written permission or King Courts Plot date.Mar 30,2005;\tddes0011z011gls\av_dev'profects\base2.apt if - r_ KING COUNTY immiiimiwilimilir 1 p='' I ITI-O o Li A05PM079 t e=nr. , j T HYDRO/G EONMeIMrT i / 1111111111011moms moms 111111110111umnimi MUM L 1,:a,. j tvt a iiiirr v N Fish aM Dltch Dab p d Bald Eagle Nests 11i 11 NTownship Lines I I Wildlife Network pl SE 190TH r - I Q Basinst ID ' n to nAkoS53RDPLr_ r asuNEs A/ CONES I- EZIQ NStreetsTWPUNF.s 0 p m I. SF 199Nf S n ' wLRD Drainage Complaints 1 1 1'-0 .!7 f III I Parcels nearEagle Habitat H, ,J W 2 OR TREESI 4 QI TRH 1 OR TRFFS9F 1 . 75-00 e C 4 z j_ _ 1 NFa a Cross Sections S 1/ n TH ST rn I _ i ©FEMA 100•yr.Floodplain i0` SE 194TH PL 0 x SAO Wetland Landslidej`_w dA.W ~ CO 7 J NM O Stream i W I t.•••• ' SAO Coal Mine Q L'Lill _. 0,31A. to SAO Seismic LL } i s cm SAO Erosion 198TML7' • CARP ^-- I water Bodies Cf) City Boundaries 1 01111 tAiri,‘ NParcels u Q Q 4::::.* Cities r_S 199TH ST 1 I-i --(Pi , 1 , t.?,-; ED I I 1 0 500 1000 Feet6------\---1 I J i -- 1=1000 feet 1f or - C i King County 11 I I The infarmatan wooded on the map nas been compiled by k. v\1l, Count staff from a ng County sources and is subpct to i/ I i change without notice.IGrg My makes noErepreaentatioruormneu,ties,express or implied.as to theI+ accuracy,completeness,timeliness,or fights to use ofIsuchinformation.King County shall not be Bede for any general special,indirect rciidenta or consequential I. stresultingincluding,but not limitedr to,lost revenues ator n1AleprofitsresultingfromtheuseormisuseoftheinformationIcontainedonthismap.Any sale of this map or information 1 t O _ .._ - _ IIII I on this map is prohibited except by written permission of King 1e. I LJ I i County Rot date:Mar 30,2005;\\ddes0011x01,gisiav_devlprojeds\base2.apr K I N G G u U N 1 Y 4 IaI I- 1 I • lair"/ '-' di • I ilkI. T_ - — 4 a WINK a111 1 A05PM079 1- '%•1 r 14 r=i fa III IU! I• CAO gt - C his -'t , Eli II 1 - I I I 1_I j 111 1111 r I r 111111111 y ; water Course(WLR) 21\.., I I i-{Township Lines 1 ir 3 1 V`I 1 V..1 1 I Mir•` illulll+I O S SELL NES n r r V, I 5 1thr, awe 0 NTONESillLIS53RDPL") j',j $ r+" A illh —, t 1 ill%1 li 1 1;IC I 1 r O m n -Wildlife Habitat Conservation Areas(2004) Critical Aquifer Recharge Areas(2004) 1 1111 ' -' ,I .Liiii-hi---' : ' ' l ' • n-7,3 iri Cr 41 , • 1 Y I '` - TR7iri ;.' Ali l Basin Conditions(2004) 1111.11 1 1, it 3/ i ' 446. C' iiii 1MIK_, .r.! V = IS el Medium Cities V 1E1I 4 JIi7.. 7- r N Nil I r I?1 1 I Aliti‘: .,. Q I i ] , 1 i IIII , Lk.1 1 I v. 8.9I11_ V1 larlopOr 1 11 1IuLi 4 alN_ i 1 0 500.,Ami.milkils%WWII II 1,, MILT MON N ,_Lin NMNINMIIllwi all 1 1'=1000 feet 1L I_fI MIMi n illNlriMNN Ilion SI King County The Informatan included on Ira map has been tangled by 1/ 4 King coumy staff from a variety o1 sources and is subject to change without notice Kind County maws no representations or warranties,express or implied,as to theto — r p g accuracy,completeness,tin.linps,or rights to the use of I, such information King County shall not be liable for any 1111111111 it• general,specie,indirect.incident/A,«corgegueraialA - L _ •\ ,li Sal damages including,but not limited to,bW revenues or lost I D 11111 ur proms resdung from the use« al ire ir#omwtan conlaired on foie mep.Any Sale of this map«inf«matan fi t,,,,,,` I I I I onCourts map is prohibited except by written permaaion of KingY Plot date:Mar 30,2005:\\ddeso0,1x01 tgis\av_devlorojects\hese2.apr M---- 1 KING GOUNTY iTV,,.\ Fri. I t A05PM079 i_____ T41- ___'- j 1' 2005 SW DMillIT_ _ TE.___1 ,---,..,_ i_ I-- I 1 i ' + 1r Township Lines j a-1- 1 S-T-RJçJr[i' I iL-- - I J 1 __, N SECLINES Zen Q nCONSATION10m,i N7WPLINES 1 - CII N City Boundaries 1 ParcelsS192N[ST co S 55TN S SF 192N11 ST i Cuesd i;Landslide Hazard Drainage Areas FIO1'ONTRO' 7 I Landslide Hazard Area S _ .ST m p j p_ 0, 4' SE 194TH PL 7 I I, r Q•SE ssTN sI -- T -- - cA S S OtI5I!FE co AIcIWAT1E. ill_ . Al AtITY i F- 0 500 1000 Feet I i 1"=1000 feet r King County r ' I KIn information ffromIncluded on Chia mW has been is subject byI(,,_ Jl =^ t 1 grip County staff from a variety d sources end u su0ject b dwge vnthout notice.Kira County makes no CI j representations or warranties,express or implied,as to the7------.1 - 1I sucuro y, anon to ng unty hallss,o rghts to the use of1iiiiipir- 7- I I -- such intornution.King County snail not be liable for any general special,indirect,incidental,or consequentialr- t 11 P'` damages including,but not limited to,lost revenues or lost 1— 1 proofs resulting from the use or misuse of the Information I L--_l cools red on Mis map.My sale of this map or information on this p a prohibited except by written permission of King 1--i I ,I County. Plot date:Mar 30,2005;\tddes001\x01tgis\av_dev\proiectstbase2.ap 1 KING COUNTY 7 ,A05PM079 5 lik ZONING r i t. BENSO HILL Trails T a Schools/School Facilities r A/Township LinesLEMETARYS-T-R i l. QSUNES J r i ^/SECLINES I W NTWPLINES fo i- // Streets Water Bodies N-----„.. ire' :, onS 190TH ST City Boundaries cels t D PL j SE 1 OTH PL N d Rights-of-Way t 0 ParksN. r^, 1 A2N1l ST C 55TH. Cities i SF 1A7ND ST zoning w A-10-Agricultural,one DU per 10 acres I; i lL A-35-Agricultural,one DU per 35 acres i- T 11.I Q I F-Forest JU) M-Mineral R-8-SO RA-2.5-Rural Area,one DU per 5 acresS19THSTNRA-5-Rural Area,one DU per 5 acresR-1-moo o Q G L E N R 1 D G 10-Rural Area,one DU per 10 acres UR-Urban Reserve,one DU per 5 acres6 O 6 DU per acre 1 R-4-Residential. one pracre re SE 19STH T EL E M E N TA R-8-Residential,8 DU acre co tJ,J l R-12-Residential,12 DU per acre c h r1 III i C) CO I L_ R-18-Residential,18 DU per acre d R-24-Residential,24 DU per acre yy 11 NB NeghbornhtioodB DUB acre rps 198TH ST P J CB-Community Business U CO J "•r ; R-Regional Business i ce a 2\ to o H S 199TH S:r Wes_ I-Industrial Lo- - u____S_209JJ_SL__2 4. R____SE2L .ULSZ+ < 0SPRINGBROOI Ia i m SE201ST'ST o ELEMENTARY J 0 500 1000 1500 Feet 1"=1333 feet 1• . i a• ). 1.- King County y - The information included on this map has been compiled by I 1 r g I IGrq County staff from a variety of sources and is subject to PP change without notice.King County makes no f repesentatbns or warreies,express or implied,ae to the accuracy,, atop lenoss,timeliness,or rights to ire uen ofsuUmformafon.King County snail rid De liaok for any gereral,special,indirect,ircidenla,or consequentialdamagesindudinonbutrotlimitedto,loot revenues or lost r profits resulting from the use ar misuse of the irlonnelbn 1f --IT --- contained on this map.Any sale of this map or information I I I 41 on lh ymep is prohibited ezcepl Dy wntlen permssion of IGrp IIIt Court Plot date:Mar 30,2005;\Wdes001M01\glslav_devlprojects\base2.apr KING COUNTY A05PM079 ARTERIALS 1/ Streets t e water Bodies 1 7 .. A City BoundariesV ParcelsBoundariesJIn Cities O reT_____Re on principal 11 f t 1 0 1000 2000 3000 4000 Feet i I1"= 3333 feet 71 O King County The information included on this map has been compied by King County staff from a variety of sources and is subject to r charge veihoul r1otM:e King County makes no representations or warrantes,express or implied.as to the i accuracy,completeness,timeliness,or rights to the use of such information. King County shall not be liable for any general,special.indirect.incidental,or cenaegoenffal damages including,but not Iehted to,lost revenues or lost i 1 I profits resultingonrth from the useAny NHmisuse of the r infor tx)n contained on the mep.Arty eels of this map or lnforrrrxpn on this nap is prohibited except by...eaten permission of King Courdy Plot date:Mar 30,2005;\\ddes001\xOPgis1av_dev\projec s\base2.apr Dev. Cond. Query Result- DDES, King County Washington Page 1 of 1 0 King County - lm me 9rvc covet; ; sa.ttch ` Development Condition Query Results - Parcel Search Parcel Number: 0522059085 Listed below are both Post-Conversion and Pre-Conversion development conditions which are associated with the parcel you err tered. To view text for a development condition, choose a condition code in either box belo* and click on a Get Text button. Otherwise click on 'New Query' at the bottom of this page to perform another parcel search. Post-Conversion Conditions Pre-Conversion Conditions Effective August 18, 1997) Prior to August 18, 1997) KCC-16.82.150D SCP-P15 SC-P3 SCP-P3 SO-220 SCP-P7 Get Text , Get Text Click)here for a more printer friendly display. J Updated: December.29, 1998 King County I DDES Page I DDES/GIS Page I New•Query I News'I Services I Comments Search Links to external sites do not constitute endorsements by King County. ByI visiting this and other King County web pages, you expressly agree to be bound by terms and conditions of the site. The details: 1 ti http://apps01.metrokc.gov/www6/ddes/new direct.efm 03/30/2005 King County: Assessor Property Characteristics Report Page 1 of 2 King County .3:?:HoinesT. ' Ile trs . _ eiv.regs ', cgrrirs ents : e4 ch ... By law this information may not be used for commercial purposes. Assessor Real Property Records: c. -• ,_ Parcel Number 0522059085 Taxpayer SINGH SATWANT Account Number 052205908503 w._ b.. .........._...__........__. ._205908503_ Tax Year 2004 Levy Code 5092 Tax Status TAXABLE Taxable Value Reason NONE OR UNKNOWN Appraised Land Value. ' $205,,000 Taxable Land Value l 205,000 Appraised Improvement 0 Taxable Improvement Value $0Value 1 Parcel Number 0522059085 Taxpayer SINGH SATWANT Account Number052205908503 Tax Year 2005 Levy Code 5092 Tax Status TAXABLE Taxable Value Reason NONE OR UNKNOWN Appraised Land Value 205,000 Taxable Land Value 205,000 Appraised Improvement 0 Taxable Improvement Value $0Value Assessor Property Sales Records: Tip: Use the Recorders Office: Excise Tax Affidavits Report to see more sales records details Sale Date 3/23/2004 Sale Price $436,000 Seller Name SINGH HARCHAND+ANGRE J KAUR+KAMOH AMRIK+BHUPINDER Buyer Name SINGH SATWANT+SATWANT KAUR Sale Date 9/4/1998 Sale Price $0 Seller Name SINGH HARCHAND+ANGREJ KAUR ET AL Buyer Name SINGH HARCHAND ET AL Sale.Date 8/24/1998 Sale Price $525,000 Seller Name LOBRUCH INC Buyer Name SINGH HARCHAND ET AL Assessor Parcel Records: District Name KING COUNTY Property Name Property RESIDENTIAL Present Vacant http://www5:metrokc.gov/reports/property_report.asp?PIN=0522059085 03/30/2005 King County: Assessor Property Characteristics Report Page 2 of 2 Plat Name Use (Single-family) Plat Block Water WATER System DISTRICT Plat Lot Sewer PUBLICSystem Lot Area 260,924 SqFt(5.99 acres) Access RESTRICTED Section/Township/Range NW 5 22 5 Street PAVEDSurface Assessor Legal Description Records: Account Number 052205908503 Record 01Number Legal Description 052205 85W 410 FT OF S 1/2 OF GL 4 This report was generated:3/30/2005 3:03:16 PM Related on-line reports: DDES: Permit Applications Report zKing County: Districts and Developnent Conditions Report King County Assessor eReal Property Report(PDF format requires Acrobat) King County Treasury Operations: Property Tax Information Recorders Office: Excise Tax Affidavits Report Recorders Office: Scanned images of plats, surveys, and other map documents Enter a 10 digit Parcel Number: or Enter an address: Search KingCountyGIS Cen erNewsServicesCommentsSearchIIII By visiting this and other King County web pages, you expressly agree to be bound by terms and conditions of the site. The details. http://www5.metrokc.gov/reports/property_report.asp?PIN=0522059085 03/30/2005 State Environmental Policy Act (SEPA) Checklist Department of Development and Environmental Services Land use servicesDivisron Alternative formats availabl 900 Oakesdale Avenue Southwest upon request Renton,Washington 98055-1219 41, 206-296-6600 TrY 206- Purpose of the checklist The State Environmental Policy Act(SEPA), RCW Chapter 43.21 C, requires all governmental agencies to consider the environmental impacts of a proposal before making decisions.An environmental impact statement(EIS) must be prepared for all proposals with . probable significant adverse i pacts on the quality of the environment.The purpose of this checklist is to provide information to help you and the agency identify impacts from your proposal and to reduce or avoid impacts from the proposal, if it can be done)and to help the agency decide whether an EIS is required. Instructions for the applicants This environmental checklist asks you to describe some basic information about your proposal. Governmental agencies use this checklist to determine whether the environmental impacts of your proposal are significant, requiring preparation of an EIS.Answerr the questions briefly with the most precise information known, or give the best description you can. You must answer each question accurately and carefully to the best of your knowledge. In most cases, you should be able to answer the questions from your own observations or project plans without the need to hire experts. If you really do not know the answer or if a question does not apply to your proposal,write"do not know"or"does not apply".Complete answers to the questions now may avoid unnecessary delays later. Some questions ask about governmental regulations such as zoning, shoreline and landmark designations.Answer these questions if you can. If you have problems, the governmental agencies can assist you. The checklist questions apply to all parts of your proposal even if you plan to do them over a period of time or on different,parcels of land.Attach any additional information that will help describe your proposal or its environmental effects.The agency to which you submit this checklist may ask you to explain your answers or provide additional information reasonably related to determining if there may be significant adverse impacts. D [ © _ v 17 -- DJUL052005 Check out the.DDES Web site at www.metrokc.gov/ddes K.C. D.D.E.S. SEPA Checklist lo-ckISEPA.pdf 05/28/03 Page 1 of 19 L T36o 13 A. Background 1. Name of the proposed project, if applicable: Viewpoint 2.Name of applicant: 5atwarrt Singh 3.Address and phone number of applicant and contact person: 5atwant Singh Ale ©Cramer NW 13306 24Oth Street 945 N Central #104 Renton WA 98042 Kent WA 9802 206-391-531 23-852-4880 4. Date checklist prepared: Wednesdaq, June 22, 2005 5. Agency requesting checklist: Planning, Land Use Services 6. Proposed timing or schedule (including phasing, if applicable): Not applicable 7. Do you have any plans for future additions, expansion or further activity related to or connected with this proposal?If yes, explain. Not at this time 8. List any environmental information you know about that has been prepared, or will be prepared, directly related to this proposal. None Known 9. Do you know whether applications are pending for government approvals of other proposals directly affecting the property covered by your proposal? If yes, explain. None Known Check out the DDES Web site at www.metrokc.uov/ddes SEPA Checklist lo-ckl-SEPA.pdf 05/28/03 Page 2 of 19 10. List any government approvals or permits that will be needed for your proposal, if known. Subdivision/ I.anduse permit and Site ngineerinq Fremit will be needed 11. Give brief complete description of your proposal, including the proposed uses and the size of the project and site. There are several questions later,in this checklist that ask you to describe certain aspects of your proposal. You do not need to repeat those answers on this page. (Lead agencies may modify this form to include additional specific information on project description.) proposed 18 L1ot plat. This site Is approximately{ 6 acres and Is currently{ vacant. The site Is surrounded bq residential uses, 12. Location of the proposal. Give sufficient information for a person to understand the . precise location of your pro 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 thle 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. South of the in'-,ersection of 5 192nd Street and 102 Ave 5, The parcel #Is 0522059085, The site is located in the NW quarter of the NW quater of Section 51"ownship 22 lbw 5. Check out the DDES Web site at www.metrokc.aov/ddes SEPA Checklist Io-GdSEPA.pdf 05/28/03 Page 3 of 19 TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY B. Environmental elements 1. Earth a. General description of the site (circle or check one):' Flat x] Rolling Hilly x] Steep slopes Mountainous Other . b.What is the steepest slope on the site(approximate percent of slope)? The site does corltain slopes over 40% , the site will also contains a portion of approximatelu 15% slope which will be the construction site, c.What general types of soil are found on the site(i.e., clay, sand, gravel, peat, muck)? If you know the classification of agricultural soils,'specify them and note any prime farmland. Al derwood Gravellu 5andu Loam ARC) d. Are there surface indications or history of unstable soils in the immediate vicinity? If so describe. None Observed e. Describe the purpose,type and approximate quantities of any filling or grading proposed. Indicate source of fill. ro be provided with final engineering, Check out the DDES Web site at www.metrokc.gov/ddes SEPA Checklist Io-ckl-SEPA.pdf 05/28/03 Page 4 of 19 N TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY ' f. Could erosion occur as a result of clearing, construction or use? If so, generally describe, erosion is possible, please see final engineering erosion and sediment control plan for protection measures g. About what percent of the site will be covered with impervious surfaces after project construction (i.e., asphalt or buildings)? An estimated I,63 ,Lcres of the site will be covered bi impervious surfaces, h. Proposed measures to reduce or control erosion or other impacts to the earth, if any: None proposed at this time; please refer to final engineering erosion and sedimention plan for specifics 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? General dust, automobile and odor emissions could be present during construction, Quantities are not,known. b. Are there any off-site sources of emissions or odor that may affect your proposal?If so,generally describe. None Known Check out the DDES Web site at www.metrokc.gov/ddes SEPA Checklist lo-ckl-SEPA.pdf 05/28/03 Page 5 of 19 TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY c. Proposed measures to reduce or control emissions or other impacts to air, if any: None Proposed 3.Water a. Surface: 1. Is there any surface water body on or in the immediate vicinity of the site (including year-round and seasonal streams, salt water, lakes, ponds, wetlands)? If yes, describe type and provide names. If appropriate, state what stream or river it flows into. None Observed 2.Will the project require any work over, in or adjacent to (within 200 feet)the described waters? If yes, please describe and attach available plans. Not proposed 3. Estimate the amount of fill and dredge material that would be placed or removed rom surface water or wetlands and indicate , the area of the site that would be affected. Indicate the source of fill material. Not applicable Check out the DDES Web site at www.metrokc.9ov/ddes SEPA Checklist Io-Gd-SEPA.pdf 05/28/03 Page 6 of 19 TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY 4.Will the proposal require surface water withdrawals or diversions? Give general descriptib n, purpose and approximate quantities if known? None Proposed 5. Does the proposal lie within a 100-year floodplain?If so, note location on the site plan. No 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. None Proposed 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. None proposed at this time, Please see final engineering plans, 2. Describe waste material that will be discharged into the ground from septic tanks or other sources, if any(i.e., domestic sewage; industrial, containing the following chemicals:...; agricultural; etc.) Describe the general size of the system, the number of such systems, the number of houses to be served(if applicable), or the number of animals or humans the system(s) are expected to serve. None Proposed Check out the DDES Web site at www.metrokc.gov/ddes SEPA Checklist lo-ckl-SEPA.pdf 05/28/03 Page 7 of 19 TO BE COMPLETED BY AP7.1CANT EVALUATION FOR AGENCY USE ONLY c. Water runoff(inclu ing stormwater): 1. Describe the source of runoff(including stormwater) and method of collection and disposal, if any. Include quantities, if known. Where will this water flow?Will this water flow into other waters? if so, describe. 5tormwater appears ,o be the primary source of'runoff, According to the Lev I I perforated stubout connections from the lots convey runoff from the site to the raodside drainage system, Runoff will then be routed to the onstie detention facility and released to an energy dissipater wher it converges with the nearby creek 2. Could waste mat rials enter ground or surface waters? If so, generally describe. Not anticipated d. Proposed measures to reduce or control surface, ground and runoff water impacts, if any: Measures will meet min. county requirements, Please Defer to final site engineering review. 4. Plants a. Check or circle types of vegetation found on the site: X]Deciduous tree: alder, maple,.aspen, other X] Evergreen tree: fir, cedar, pine, other Shrubs Grass X] Pasture Crop or grain Wet soil plants: cattail, buttercup, bullrush,skunk cabbage, other Check out the DDES Web site at www.metrokc.gov/ddes SEPA Checklist lo-ckl-SEPA.pdf 05/28/03 Page 8 of 19 TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY b. What kind and amount of vegetation will be removed or altered? Unkown at this time, Please refer to engineering clearing and grading plan c. List threatened or endangered species known to be on or near the site. None Observed d. Proposed landscaping, use of native plants or other measures to preserve or enhance v getation on the site, if any: None proposed at this time 5.Animals a. Check or circle any birds and animals which have been observed on or near the site or are known to be on or near the site: Birds: hawk, heron, eagle, songbirds, other Mammals: deer, bear, elk, beaver, other Fish: bass, salmon, trout, herring, shellfish, other b. List any threatened or endangered species known to be on or near the site. None Observed c. Is the site part of a migration route? If so, explain. Unknown Check out the DDES Web site at www.metrokc.uov/ddes SEPA Checklist lo-ckl-SEPA.pdf 05/28/03 Page 9 of 19 TO BE COMPLETED BY APP.ICANT EVALUATION FOR AGENCY USE ONLY d. Proposed measures to preserve or enhance wildlife, if any: None proposed 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. lectriciti{ will be used for Illumination and Heating, Natural Gas will also be used for heating b.Would your project affect the potential use of solar energy by adjacent properties?If so, generally describe. Not Known 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: None proposed Check out the DDES Web site at www.metrokc.gov/ddes SEPA Checklist •lo-ckISEPA.pdf 05/28/03 Page 10 of 19 TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY 7. Environmental health a. Are there any environmental health hazards, including exposure to toxic chemicals, risk of fire and explosion, spill or hazardous waste that could occur as a re ult of this proposal? If so, describe. Not known, none propo ed 1. Describe special eme ency services that might be required. Not Known 2. Proposed measures to reduce or control environmental health hazards, if any: None proposed b. Noise, 1.What types of noise exist in the area which may affect your project (i.e., traffic, equipment, operation, other)? None Known 2.What types and levels of noise would be created by or associated with the project on a short-term or long-term basis (i.e., traffic, construction, operation, other)? Indicate what hours noise would come from the site. General Construction noise and traffic cluing business hours is anticipated, Check out the DDES Web site at www.metrokc.gov/ddes SEPA Checklist lo-oldSEPA.pdf 05/28/03 Page 11 of 19 TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY 8. Land and shoreline use a.What is the current use of the site and adjacent properties? single Family pesiderrtial b. Has the site been used for agriculture? If so, describe. Not known c. Describe any structures n the site. There are no 5tlucture5 on site d. Will any structures be demolished? If so, what? None proposed e.What is the current zoning classification of the site? p-6-5O f. What is the current comprehensive plan designation of the site? uM g. If applicable, what is the current shoreline master program designation of the site? Not Applicable Check out the DDES Web site at www.metrokc.gov/ddes SEPA Checklist lo-ckl-SEPA.pdf 05/28/03 Page 12 of 19 TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY h. Has any part of the site been classified as an"environmentally sensitive"area? If so, specify. Yes, there is steep slopes to the south of'the site. i. Approximately how many people would reside or work in the completed project? Average of'36 people will reside In the completed project j. Proposed measures to avoid or reduce displacement impacts, if any: None proposed k. Proposed measures to ensure the proposal is compatible with existing and projected Iand uses and plans, if any: Project is being proposed consistant with all zoning and development regulations. 9. Housing a.Approximately how man units would be provided, if any? Indicate whether high, middle or low-income housing. After plat completion, 18 middle Income units proposed b.Approximately how many units, if any,would be eliminated? Indicate whether high, middle or low-income housing. No units will be elimination Check out the DDES Web site at www.metrokc.gov/ddes SEPA Checklist lo-ckl-SEPA.pdf 05/28/03 Page 13 of 19 TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY c. Proposed measures to reduce or control housing impacts, if any: None proposed 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? Approximate heigl't n known. All structures built will be compliant with all building and development codes. b.What views in the immediate vicinity would be altered or obstructed? None Known c. Proposed measures to reduce or control aesthetic impacts, if any: None proposed 11. Light and glare a.What type of light and glare will the proposal produce?What time of day would it mainly occur? Porch and street lighting will be present in the completed project for the evening hours, b. Could light or glare fronii the finished project be a safety hazard or interfere with views? Not Anticipated Check out the DDES Web site at www.metrokc.pov/ddes SEPA Checklist lo-ckl-SEPA.pdf 05/28/03 Page 14 of 19 TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY c. What existing off-site sources of light or glare may affect your proposal? None Known d. Proposed measures to r duce or control light and glare impacts, if any: None Proposed 12. Recreation a.What designated and irt,ormal recreational opportunities are in the immediate vicinity? There are several parks w/ in a mile of site: 5princibrook Park Clevland Park b.Would the proposed project displace any existing recreational uses? If so, describe. No recreation uses will be displaced c. Proposed measures to reduce or control impacts on recreation, including recreation opportunities to be provided by the project or applicant, if any: Pecreation tract to be included in site design for project residents. Check out the DDES Web site at www.metrokc._gov/ddes SEPA Checklist lo-ckl-SEPA.pdf 05/28/03 Page 15 of 19 TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY 13. Historic and cultural p eservation a.Are there any places or o 'ects listed on,or proposed for national, state or local preservation registers known to be on or next to the site? If so, generally describe. None Chown b.Generally describe any landmarks or evidence of historic, archaeological, scienti is or cultural importance known to be on or next to the site. None Chown c. Proposed measures to reduce or control impacts, if any: None proposed 14. Transportation a. Identify public streets aid highways serving the site, and describe proposed access to tie existing street system. Show on site plans, if any. I92nd Street and IO2nd Ave 5 b. Is site currently served py public transit? If not, what is the approximate distance to the nearest transit stop? Nearest rran5lt Stop approximatelu I mile on 5 192nd Street Check out the DDES Web site at www.metrokc.gov/ddes SEPA Checklist lo-ckl-SEPA.pdf 05/28/03 Page 16 of 19 TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY c. How many parking spaces would the completed project have?How many would the project eliminate? 6 parking spots anticipated No spaces proposed be eliminated 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): Public road anticipated to extend to serve the site, Improvements will be to count* requirements, 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. f*pical 12 trips, on average anticipated during 1-9 AM and 6 PM g. Proposed measures to reduce or control transportation impacts, if any: Appropriate mitigation fees will be paid, Check out the DDES Web site at www.metrokc.9ov/ides SEPA Checklist Io-ckl-SEPA.pdf 05/28/03 Page 17 of 19 TO BE COMPLETED BY APPL`CANT EVALUATION FOR AGENCY USE ONLY 15. Public services a.Would the project resul in an increased need for public services i.e., fire protection, pglice protection, health care, schools, other)? If so,generally describe. Yes, slight increase in residential public services (fire, police, health care, schools, etc ) b. Proposed measures to reduce or control direct impacts on public services, if any: Appropriate taxes arJ anticipated to be paid as a means to control impacts, 16. Utilities a. Check or circle utilities currently available at the site: X] Electricity Natural gas X]Water Refuse service Telephone Sanitary sewer Septic system Other b. Describe the utilities that are proposed for the project, the utility providing the service and the general construction activities on the site or in the immediate vicinity which might be needed. lectriciti and Water anticipated to be used during construction. Finished homes will utilize elect/kit/Li, natural gas, water, refuse, telephone, sewer, and cable, Check out the DDES Web site at www.metrokc.qov/ddes SEPA Checklist lo-ckl-SEPA.pdf 05/28/03 Page 18 of 19 C. Signature The above answers are true and complete to the best of my knowledge. I understand that the lead agency is relying on them to make its decision. Signature: .i ( 7/ail/ Date submitted: . Check out the DDES Web site at www.metrokc.00v/ddes SEPA Checklist lo-ckl-SEPA.pdf 05/28/03 Page 19 of 19 State Environmental Policy 0 Act (SEPA) Checklist Department of Development and Fmdroo,menlal services Land use Services Division Alternative formats available 900 Oakesdale Avenue Southwest upon request Renton,Washington 98055-1219 206-296-6600. TTY 206- Purpose of the checklist The State Environmental Policy Act (SEPA), RCW Chapter 43.21 C, requires all governmental agencies to confider the environmental impacts of a proposal before making decisions. An environmental impact statement(EIS) must be prepared for all proposals with probable significant adverse im acts on the quality of the environment.The purpose of this checklist is to provide informatioi to help you and the agency identify impacts from your proposal and to reduce or avoid imps from the proposal, if it can be done)and to help the agency decide whether an EIS is required. Instructions for the applicants This environmental checklist asks you to describe some basic information about your proposal. Governmental agencies use this checklist to determine whether the environmental impacts of your proposal are significant, requiring preparation of an EIS.Answer the questions briefly with the most precise information known, or give the best description you can. 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 unne ary delays later. Some questions ask about governmental regulations such as zoning, shoreline and landmark designations.Answer these questions if you can. If you have problems, the governmental agencies can assist you. The checklist questions apply to all parts of your proposal even if you plan to do them over a period of time or on different parcels of land. Attach any additional information that will help describe your proposal or its environmental effects.The agency to which you submit this checklist may ask you to explain your answers or provide additional,information, ao31b y related to determining if there may be significant adverse impacts. D D JUL 0 5 2005 Check out the DDES Web site at www.metrokc.gov/ddes K.C. D.D.E.S. SEPA Checklist to-ckl-SEPA.pdf 05/28/03 Page 1 of 19 LO5P00I3 A. Background 1. Name of the proposed project, if applicable: Viewpoint 2.Name of applicant: 5atwant 5ingh 3.Address and phone number of applicant and contact person: 5atwant Singh Ale ©Cramer NW 13306 5 24 Street 945 N Central #104 Denton WA 98 O 42 Kent WA 9802 206- 91-311 253-82-4880 4. Date checklist prepared: Wednesday{, Jure 22, 2005 5. Agency requesting checklist: Planning, Land U e Services 6. Proposed timing or sc edule (including phasing, if applicable): Not applicable 7. Do you have any plans for future additions, expansion or further activity related to or connected with this proposal?If yes, explain. Not at thls time 8. List any environmental information you know about that has been prepared, or will be prepared, directly related to this proposal. None Known 9. Do you know whether applications are pending for government approvals of other proposals directly affecting the property covered by your proposal? If yes, explain. None Known Check out the DDES Web site at www.metrokc.gov/ddes SEPA Checklist Io-ckl-SEPA.pdf 05/28/03 Page 2 of 19 10. List any government approvals or permits that will be needed for your proposal, if known. Subdivision/ l-anduse Permit and Site Premit will be needed 11. Give brief complete description of your proposal, including the proposed uses and the size of the project and site. There are several questions later in this checklist that ask you to describe certain aspects of your proposal. You do not need to repeat those answers on this page. (Lead agencies may modify this form to include additional specific information on project description.) proposed 18 14 plan this site is approximatelq.6 acres and is current)U vacant) The site is surrounded IN residential uses. 12. Location of the proposal. Give sufficient information for a person to understand the precise location of your pro project,including a street address, if any, and section, township and range, if know. 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. South of the intersection of' 192nd Street and 102 Ave parcel #is 0522059085, The site is located in the NW quarter of the NW quater of'Section 51"ownship 22 Pane 5, Check out the DDES Web site at www.metrokc.uov/ddes SEPA Checklist Io-ckISEPA.pdf 05/28/03 Page 3 of 19 TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY B. Environmental elements 1. Earth a. General description of the site (circle or check one): Flat x] Rolling Hilly x] Steep slopes Mountainous Other . b.What is the steepest slope on the site(approximate percent of slope)? The site does contain slopes over 40 , the site will also contains a portion of'approximatell4 15% slope which will be the construction site, c.What general types of soil are found on the site(i.e., clay, sand, gravel, peat, uck)? If you know the classification of agricultural soils, specify them and note any prime farmland. Alderwood Gravely{ 5andiA Loam C AciC) d. Are there surface indications or history of unstable soils in the immediate vicinity? If so describe. None Observed e. Describe the purpose,type and approximate quantities of any filling or grading proposed. Indicate source of fill. To be provided with final engineering, Check out the DDES Web site at www.metrokc._gov/ddes SEPA Checklist lo-ckl-SEPA.pdf 05/28/03 Page 4 of 19 TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY. f. Could erosion occur as a hesult of clearing, construction or use? If so, generally des Cribe, roslon Is possible l lase see final engineering erosion and sediment control plan for protection measures g. About what percent of th site will be covered with impervious surfaces after project construction (i.e., asphalt or buildings)? An estimated 1,65 aLres of the site will be covered bu impervious surfaces, h. Proposed measures to reduce or control erosion or other impacts to the earth, if any: None proposed at this time; please refer to final engineering erosion and sedimentation plan for specifics 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 any give approximate quantities if known? General dust, automobile and odor emissions could be present during construction, Quantities are not known. b. Are there any off-site sources of emissions or odor that may affect your proposal?If so,generally describe. None Known Check out the DDES Web site at www.metrokc.gov/ddes SEPA Checklist lo-ckl-SEPA.pdf 05/28/03 Page 5 of 19 TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY c. Proposed measures to reduce or control emissions or other impacts to air, if any: None proposed 3.Water a. Surface: 1. Is there any surface water body on or in the immediate vicinity of the site(including year-round and seasonal streams, salt water, lakes, ponds, wetlands)?If yes, describe type and provide names. If appropriate, state what stream or river it flows into. None Observed 2.Will the project require any work over, in or adjacent to (within 200 feet)the described waters? If yes, please describe and attach available plans. Not proposed 3. Estimate the amount of fill and dredge material that would be placed or removed om surface water or wetlands and indicate the area of the site that would be affected. Indicate the source of fill material. Not applicable Check out the DDES Web site at www.metrokc.gov/ddes SEPA Checklist Io-ckI-SEPA.pdf 05/28/03 Page 6 of 19 TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY 4.Will the proposal require surface water withdrawals or diversions? Give general description, purpose and approximate quantities if known? None proposed 5. Does the proposal lie within a 100-year floodplain?If so, note location on the site plan. No 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. None proposed 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. None proposed at this time. Please see final engineering plans, 2. Describe waste material that will be discharged into the ground from septic tanks or other sources, if any(i.e., domestic sewage; industrial, containing the following chemicals:...; agricultural; etc.) Describe the general size of the system, the number of such systems, the number of houses to be served(if applicable), or the number of animals or humans the system(s) are expected to serve. None Proposed Check out the DDES Web site at www.metrokc.gov/ddes SEPA Checklist Io-cklSEPA.pdf 05/28/03 Page 7 of 19 i TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY c. Water runoff(includi 'g stormwater): 1. Describe the source of runoff(including stormwater) and method of collection and disposal, if any. Include quantities, if known. Where will this water flow?Will this water flow into other waters? if slo, describe. 5tormwater appears to be the primaru source of runoff. According to the Level I perforated stubout connections from the lots conveU runoff from the site to the raodside drainage sqstem, punoff will then be routed to the onstie detention facility{ and released an energy{ dissipater wher it converges with the nearbq creek. 2. Could waste materials enter ground or surface waters? If so, generally describe. Not anticipated d. Proposed measures to reduce or control surface, ground and runoff water impacts, if any: Measures will meet min. county{ requirements. please Defer to final site engineerin review. 4. Plants a. Check or circle types of vegetation found on the site: X] Deciduous treel' alder, maple, aspen, other X] Evergreen tree:fir, cedar, pine, other Shrubs Grass X] Pasture Crop or grain Wet soil plants: 'cattail, buttercup, bullrush, skunk cabbage, other Check out the DDES Web site at www.metrokc.gov/ddes SEPA Checklist Io-ckl-SEPA.pdf 05/28/03 Page 8 of 19 TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY b. What kind and amount of vegetation will be removed or altered? Unkown at this time. Please refer to engineering clearing and grading plan c. List threatened or endangered species known to be on or near the site. None Observed d. Proposed landscaping, use of native plants or other measures to preserve or enhance vegetation on the site, if any: None proposed at.thiJ time 5.Animals a. Check or circle any birds and animals which have been observed on or near the site or are known to be on or near the site: Birds: hawk, heron, eagle, songbirds, other Mammals: deer, bear, elk, beaver, other Fish: bass, salmon, trout, herring, shellfish, other b. List any threatened or endangered species known to be on or near the site. None Observed c. Is the site part of a migration route? If so, explain. Unknown Check out the DDES Web site at.www.metrokc._gov/ddes SEPA Checklist lo-ckI-SEPA.pdf 05/28/03 Page 9 of 19 TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY d. Proposed measures to preserve or enhance wildlife,.if any: None proposed 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. lectricitil will be used for Illumination and Heating. Natural Gas will also be used for heating b.Would your project affect the potential use of solar energy by adjacent properties?If so, generally describe. Not Known • 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, i-any: None Proposed Check out the DDES Web site at www.metrokc.gov/ddes SEPA Checklist Io-ckISEPA.pdf 05/28/03 Page 10 of 19 TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY 7. Environmental health a. Are there any environmental health hazards, including exposure to toxic chemicals, risk of fire and explosion, spill or hazardous waste that could occur as a result of this proposal? If so, describe. Not known, none proposed 1. Describe special emergency services that might be required. Not Known 2. Proposed measures to reduce or control environmental health hazards, if any: None proposed b. Noise 1.What types of noise exist in the area which may affect your project (i.e., traffic, equipment, operation, other)? None Known 2.What types and levels of noise would be created by or associated with the project on short-term or long-term basis (i.e., traffic, construction, operation, other)? Indicate what hours noise would come from the site. General Construction noise and traffic cluing business hours is anticipated, Check out the DDES Web site at www.metrokc.gov/ddes SEPA Checklist Io-ckl-SEPA.pdf 05/28/03 Page 11 of 19 TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY 8. Land and shoreline use a.What is the current use of the site and adjacent properties? ' Single FamilL] 1?esidential b. Has the site been used for agriculture? If so, describe. Not known c. Describe any structures on the site. There are no structures on site d.Will any structures be demolished? If so, what? None proposed e.What is the current zoning classification of the site? p-6-5O f. What is the current comprehensive plan designation of the site? UM g. If applicable, what is the current shoreline master program designation of the site? Not Applicable Check out the DDES Web site at www.metrokc.gov/ddes SEPA Checklist Io-ckl-SEPA.pdf 05/28/03 Page 12 of 19 TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY h. Has any part of the site been classified as an"environmentally sensitive"area? If so, specify. Yes, there is steep 5107e5 to the south of'the site, i. Approximately how many people would reside or work in the completed project? Average of'36 people will reside In the completed project j. Proposed measures to avoid or reduce displacement impacts, if any: None proposed k. Proposed measures to ensure the proposal is compatible with existing and projected land uses and plans, if any: Project is being proposed consistant with all zoning and development regulations. 9. Housing a.Approximately how many units would be provided, if any? Indicate whether high, middle or low-income housing. After plat completion, 18 middle income units proposed b.Approximately how many units, if any,would be eliminated? Indicate whether high, middle or low-income housing. No units will be elimination Check out the DDES Web site at www.metrokc._gov/ddes SEPA Checklist Io-cklSEPA.pdf 05/28/03 Page 13 of 19 TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY c. Proposed measures to reduce or control housing impacts, if any: None proposed 10.Aesthetics a.What is the tallest heigh of any proposed structure(s), not including antennas? at is the principal exterior building material(s) proposed? Approximate height n known, All structures built will be compliant with all build nq and development codes, b.What views in the immediate vicinity would be altered or obstructed? None Known c. Proposed measures to reduce or control aesthetic impacts, if any: None proposed 11. Light and glare a.What type of light and glare will the proposal produce?What time of day would it mainly occur? Porch and street lig'tinq will be present in the completed project for the evening hours. b. Could light or glare from the finished project be a safety hazard or interfere with views? Not Anticipated Check out)the DDES Web site at www.metrokc.gov/ddes SEPA Checklist Io-ckI-SEPA.pdf 05/28/03 Page 14 of 19 TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY c. What existing off-site sources of light or glare may affect your proposal? None Known d. Proposed measures to reduce or control light and glare impacts, if • any: None proposed 12. Recreation a.What designated and informal recreational opportunities are in the immediate vicinity? There are several parks w/ In a mile of site: 5princibrook park Clevland Park b.Would the proposed project displace any existing recreational uses? If so, describe. No recreation uses will be displaced c. Proposed measures to educe or control impacts on recreation, including recreation opportunities to be provided by the project or applicant, if any: l ecrcation tract to be Included in site design for project residents. Check out the DDES Web site at www.metrokc.00v/ddes SEPA Checklist lo-dd-SEPA.pdf 05/28/03 Page 15 of 19 TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY 13. Historic and cultural preservation a.Are there any places or objects listed on, or proposed for national, state or local preservation registers known to be on or next to the site? If so, generally describe. None Known b. Generally describe any landmarks or evidence of historic, archaeological, scientific or cultural importance known to be on or next to the site. None Chown c. Proposed measures to reduce or control impacts, if any: None proposed 14. Transportation a. Identify public streets and highways serving the site, and describe proposed access to the existing street system. Show on site plans, if any. 5 192nd Street and 102nd Ave 5 b. Is site currently served by public transit? If not, what is the approximate distance to the nearest transit stop? ti Nearest 1"ran5it 5rop approximately{ I mile on I92nd 5,reet Check out the DDES Web site at www.metrokc.qov/ddes SEPA Checklist lo-ckl-SEPA.pdf 05/28/03 Page 16 of 19 TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY c. How many parking spaces would the completed project have?How many would the project eliminate? 6 parking Spots anticipated No spaces proposed to be eliminated d.Will the proposal require any new roads or streets or improvements to existing roads or streets, no't including driveways? If so, generally describe (indicate whether public or private). public road anticipated to extend to serve the site, improvements will be to counts, requirements, 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. 1{plcal 72 trips, on average anticipated during 7-9 AM and 4-6 PM g. Proposed measures to reduce or control transportation impacts, if any: Appropriate mitigation fees will be paid. Check out the DDES Web site at www.metrokc.qov/ddes SEPA Checklist lo-ckl-SEPA.pdf 05/28/03 Page 17 of 19 TO BE COMPLETED BY APPUCANT EVALUATION FOR AGENCY USE ONLY 15. Public services a. Would the project result in an increased need for public services i.e., fire protection, police protection, health care, schools, other)? If so, generally describe. Yes, slight Increase in residential public services (fire, police, health care, schools, etc,) b. Proposed measures to reduce or control direct impacts on public services, if any Appropriate taxes are anticipated to be paid as a means to control Impacts, 16. Utilities a.Check or circle utilities currently available at the site: X] Electricity Natural gas X]Water Refuse service Telephone Sanitary sewer Septic system Other b. Describe the utilities that are proposed for the project, the utility providing the service and the general construction activities on the site or in the immediate vicinity which might be needed. lectric tU and Water anticipated to be used during construction, Finished homes will utilize electricit i, natural gas, water, refuse, telephone, sewer, and cable, Check out the DDES Web site at www.metrokc.gov/ddes SEPA Checklist Io-ckISEPA.pdf 05/28/03 Page 18 of 19 1 • • C. Signature The above answers are a true and complete to the best of my knowledge. I understand that the lead agency is relying on them to make its decision. Signature: .74,dA4,41:/YM Date submitted: . Check out the DDES Web site at www.metrokc.00v/ddes SEPA Checklist Io-ckl-SEPA.pdf 05/28/03 Page 19 of 19 a. 3388200150/L05P0013 c4388200140/L05P0013 7941200110/L05P0013 ABBOTT MIKE E BADER PATRICK J+DELORES B BARUSO MICHAEL A+DEBRA M 19261 99TH PL S 19249 99TH PL S 19267 98TH AV S RENTON WA 98055 RENTON WA 98055 RENTON WA 98055 7941200130/L05P0013 0522059136/L05P0013 0522059137/L05P0013 BERGAN GARY BURTON OLLIE J BURTON ROBERT E 10218 1ST AV SW 11007 E 196TH 19226 102ND AV SE SEATTLE WA 98146 R NTON WA 98055 RENTON WA 98055 3388200030/L05P0013 79r31000123/L05P0013 7931000126/L05P0013 CHU QUOC BAO+KHANH K PHAM CITY OF RENTON CITY OF RENTON 19230 99TH PL S 1055 S GRADY WY 1055 S GRADY WY RENTON WA 98055 RENTON WA 98055 RENTON WA 98055 7931000125/L05P0013 0522059009/L05P0013 0522059304/L05P0013 CITY OF RENTON CITY OF RENTON CITY OF RENTON 1055 S GRADY WY 1055 S GRADY WY 1055 S GRADY WY RENTON WA 98055 RENTON WA 98055 RENTON WA 98055 0522059010/L05P0013 P133/L05P0013 PL50/L05P0013 airy OF RENTON CITY OF RENTON ADY CITY OF RENTON 1055 S GR WY ECONOMIC DEVELOPMENT DIVISION DEVELOPMENT SERVICES DIVISION RENTON WA 98055 1055 SOUTH GRADY WAY 1055 SOUTH GRADY WAY RENTON WA 98055 RENTON WA 98055 3388200130/L05P0013 PL18/L05P0013 3388200160/L05P0013 EDWARD WHITE COVAL ROBERT L+MALLIKA KENT ENGINEERING DEPT FREED PHYLLIS E 19239 99TH PL S 19341 99TH PL S RENTON WA 98055 220 4TH AVE S RENTON WA 98055 KENT WA 98032 SD9/L05P0013 7931000120/L05P0013 7941200140/L05P0013 G.ANDERSON, PLANT&FACILITIES GALLAGHER DONALD GUZMAN JANELLE KENT SCHOOL DISTRICT#415 19225 TALBOT RD S 19242 98TH AV S 12033 SE 256TH ST RENTON WA 98055 RENTON WA 98055 KENT WA 98031 r 7941200190/L05P0013 0522059045/L05P0013 PL19/L05P0013 HUNGERFORD CHARLES+SANDRA JWO LLC KENT PLANNING DEPT 19231 98TH PL S 11711 SE 8TH ST#310 220 4TH AVE S RENTON WA 98055 BELLEVUE WA 98005 KENT WA 98032 3388200080/L05P0013 7931000122/L05P0013 7941200200/L05P0013 LANPHERE JAMES G+MINH THI LANPHERE JAMES G+MINH THI LEE LENNY L 19414 99TH PL S 19414 99TH PL S 19237 98TH PL S RENTON WA 98055 RENTON WA 98055 RENTON WA 98055 3388200120/L05P0013 7941200220/L05P0013 ) 7941200150/L05P0013 LEWIS MARK S+KRISTI S LINK MICHAEL S+WILLA J MAI DON 19229 99TH PL S 19249 98TH PL S 19236 98TH AV S RENTON WA 98055 1ENTON WA 98055 RENTON WA 98055 3388200010/L05P0013 3388200020/L05P0013 3388200110/L05P0013 NANN SOPHAT H+SOVANNA LINDA PADDA GURDEV PETERSON LINDA G+JOSEPH 19210 99TH PL S 19218 99TH PL S 19219 99TH PL S RENTON WA 98055 RENTON WA 98055 RENTON WA 98055 3388200060/L05P0013 • 7941200210/L05P0013 3388200040/L05P0013 REAR LOIS REYRAO ROWENA LILY BEL P RILEY RANDY J 19260 99TH PL S 19243 98TH PL S 19240 99TH PL S RENTON WA 98055 RENTON WA 98055 RENTON WA 98055 0522059240/L05P0013 05?2059046/L05P0013 0522059339/L05P0013 RUTH JOHN W RUTH JOHN W+SAUNDRA J SCHMELZER JEROME J+MARTHA J 19406 102ND AV SE 194,06 102ND AV SE 19218 102ND AV SE RENTON WA 98055 • RENTON WA 98055 RENTON WA 98055 7931000144/L05P0013 0522059077/L05P0013 0522059085/L05P0013 SINGH HARCHAND ET AL SINGH HARCHAND+ANGREJ LAUR SINGH SATWANT 13955 INTERURBAN AV S#A 19225 102ND AV SE 24419 105TH PL SE TUKWILA WA 98168 RENTON WA 98055 KENT WA 98030 7941200180/L05P0013 794,1200120/L05P0013 0522059043/L05P0013 TRAPP HARRY D+AGNES T TYNDALL RACHEL D UYETA WAYNE&JANE 19223 98TH PL S 19271 98TH AV S 19220 102ND AV SE RENTON WA 98055 RENTON WA.98055 RENTON WA 98055 0522059269/L05P0013 0522059042/L05P0013 3388200050/L05P0013 VISSER JAN H WI.IGHT KENNETH J ZEMECK VIRGINIA M 19404 102ND AV SE 10210 SE 196TH ST 19250 99TH PL S RENTON WA 98055 RENTON WA 98055 RENTON WA 98055 3388200150/L05P0013 1 3388200140/L05P0013 7941200110/L05P0013 ABBOTT MIKE E I BADER PATRICK J+DELORES B BARUSO MICHAEL A+DEBRA M 19261 99TH PL S 19249 99TH PL S 19267 98TH AV S RENTON WA 98055 RENTON WA 98055 RENTON WA 98055 1 1 7941200130/L05P0013 0522059136/L05P0013 I 0522059137/L05P0013 BERGAN GARY BURTON OLLIE J BURTON ROBERT E 10218 1ST AV SW 11007E 196TH 119226 102ND AV SE SEATTLE WA 98146 RENTON WA 98055 I RENTON WA 98055 3388200030/L05P0013 7931000123/L05P0013 7931000126/L05P0013 CHU QUOC BAO+KHANH K PHAM CITY OF RENTON CITY OF RENTON 19230 99TH PL S 1055 S GRADY WY 1055 S GRADY WY RENTON WA 98055 RENTON WA 98055 RENTON WA 98055 7931000125/L05P0013 0522059009/L05P0013 j0522059304/L05P0013 CITY OF RENTON CITY OF RENTON I CITY OF RENTON 1055 S GRADY WY 1055 S GRADY WY 1055 S GRADY WY RENTON WA 98055 i ; RENTON WA 98055 RENTON WA 98055 J 1 0522059010/L05P0013 PL33/L05P0013 PL50/L05P0013 CITY OF RENTON CITY OF RENTON CITY OF RENTON ECONOMIC DEVELOPMENT DIVISION DEVELOPMENT SERVICES DIVISION 1055 S GRADY WY 1055 SOUTH GRADY WAY 1055 SOUTH GRADY WAY RENTON WA 98055 RENTON WA 98055 I RENTON WA 98055 i4.P418/L05P0013 3388200160/L05P00133388200130/L05P0013 i EDWARD WHITE COVAL ROBERT L+MALLIKA FREED PHYLLIS E KENT ENGINEERING DEPT 19239 99TH PL S 119341 99TH PL S RENTON WA 98055 220 4TH AVE S RENTON WA 98055 KENT WA 98032 I I 5D9/L05P0013 7931000120/L05P0013 l7941200140/L05P0013 G.ANDERSON, PLANT&FACILITIES GALLAGHER DONALD GUZMAN JANELLE KENT SCHOOL DISTRICT#415 19225 TALBOT RD S 19242 98TH AV S 12033 SE 256TH ST RENTON WA 98055 RENTON WA 98055 KENT WA 98031 1 7941200190/L05P0013 0522059045/L05P0013 r I, PL19/L05P0013 HUNGERFORD CHARLES+SANDRA JWO LLC 1 KENT PLANNING DEPT 1923198TH PL S 11711 SE 8TH ST#310 220 4TH AVE S RENTON WA 98055 BELLEVUE WA 98005 I KENT WA 98032 J 3388200080/L05P0013 I 7931000122/L05P0013 7941200200/L05P0013 LANPHERE JAMES G+MINH THI LANPHERE JAMES G+MINH THI 1 LEE LENNY L 19414 99TH PL S 19414 99TH PL S 19237 98TH PL S RENTON WA 98055 i RENTON WA 98055 RENTON WA 98055 3388200120/L05P0013 71941200220/L05P0013 7941200150/L05P0013 LEWIS MARK S+KRISTI S LINK MICHAEL S+WILLA J i MAI DON 19229 99TH PL S 19249 98TH PL S 119236 98TH AV S RENTON WA 98055 1ENTON WA 98055 RENTON WA 98055 1 3388200010/L05P0013 11 3388200020/L05P0013 3388200110/L05P0013 NANN SOPHAT H+SOVANNA LINDA I ' PADDA GURDEV PETERSON LINDA G+JOSEPH 19210 99TH PL S 1 19218 99TH PL S I 19219 99TH PL S 1 RENTON WA 98055 1 RENTON WA 98055 RENTON WA 98055 I I I 3388200060/L05P0013 1 7941200210/L05P0013 j 13388200040/L05P0013 REAR LOIS REYRAO ROWENA LILY BEL P RILEY RANDY J 19260 99TH PL S 19243 98TH PL S 119240 99TH PL S RENTON WA 98055 I RENTON WA 98055 RENTON WA 98055 j ., i 0522059240/L05P0013 10522059046/L05P0013 10522059339/L05P0013 RUTH JOHN W RUTH JOHN W+SAUNDRA J SCHMELZER JEROME J+MARTHA J 19406 102ND AV SE 19406 102ND AV SE 19218 102ND AV SE RENTON WA 98055 RENTON WA 98055 RENTON WA 98055 r 7931000144/L05P0013 0522059077/L05P0013 1 I0522059085/L05P0013 SINGH HARCHAND ET AL SINGH HARCHAND+ANGREJ LAUR SINGH SATWANT 13955 INTERURBAN AV S#A 1925 102ND AV SE 124419 105TH PL SE TUKWILA WA 98168 RENTON WA 98055 KENT WA 98030 1 7941200180/L05P0013 I79411200120/L05P0013 I0522059043/L05P0013 TRAPP HARRY D+AGNES T j TYNDALL RACHEL D UYETA WAYNE&JANE 19223 98TH PL S 19271 98TH AV S j 19220 102ND AV SE RENTON WA 98055 RENTON WA 98055 RENTON WA 98055 I J 0522059269/L05P0013 j 0522059042/L05P0013 i3388200050/L05P0013 VISSER JAN H I WRIGHT KENNETH J ZEMECK VIRGINIA M 19404 102ND AV SE 1 10210 SE 196TH ST 19250 99TH PL S RENTON WA 98055 1 RENTON WA 98055 I RENTON WA 98055 I I I I 1 1 I 1 1 I I I I 1IiI II I I 1 I Auburn) FD31 Kent) FD37 Fire Protection Dist #31 Fire Protection Dist#37 1101 D St NE 24611 - 116th Av SE Auburn WA 98002-4025 Kent WA 98031 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 Lill 1123 Covington Library Kent Regional Library 27100 - 164th Av SE 212 - - 2nd Av N Kent WA 98042 Kent WA 98032-4482 Documents Dept. Librarian LI24 1136 King County Library System Renton Library 960 Newport Way NW 100 Mill Av S Issaquah,WA 98027 Renton WA 98055 for Planning Water&Sewage Usage) • PL2 ATTN: Edward White PL18 Auburn Planning/Comm Dev Dept Kent Engineering Dept 25 W Main St 220 -4th Av S Auburn WA 98002 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 B. Poldevart, Dep Superindent SD1 Clinton G. Marsh, Director Fac. &Const. Dept SD9 Auburn School District# 408 Kent School District # 415 915 - 4th St NE 12033 SE 256th St. Bldg B Auburn WA 98002 Kent WA 98031-6643 R. Stracke, Facilities&Ping SD13 Administrator SE5 Renton School Dist # 403 Kent Sewer Utility 1220 N 4th St 220 -4th Av S Renton WA 98055 Kent WA 98032 Environmental Review Section ST2 Habitat Biologist, Rod Malcom TR1 WA State Dept of Ecology Muckleshoot Indian Tribe PO Box 47703 39015 - 172nd Av SE Olympia WA 98504-7703 Auburn WA 98002 Russ Ladley, Fisheries Biologist TR2 TR3 Puyallup Tribe Snoqualmie Tribe 6824 Pioneer Wy E PO Box 280 Puyallup WA 98371 Carnation WA 98014-0280 Fisheries Habitat/Environment TR5 Richard Young TR4 Suquamish Indian Tribe Tulalip Tribe PO Box 498 7615 Totem Beach Rd Suquamish WA 98392 Marysville WA 98271 WD3 WD12 Auburn Water Dept Cedar River Water/Sewer Dist 25 W Main St 18300 SE Lk Youngs Rd Auburn WA 98002 Renton WA 8058-9799 Public Works Dtr WD23 City of Renton, Public Works Dept. WD32 Kent Water Dist Development Services Div. 220 -4th Av S 1055 South Grady Way Kent WA 98032 Renton WA 98055 WD41 WD55 Soos Creek Water/Sewer Dist Water Dist #90 PO Box 58039 15606 SE 128th St Renton WA 98058-1039 Renton WA 98059-8522 WD57 WD58 Coal Creek Utility District Water Dist#111 6801 132nd Place SE 27224 - 144th Av SE Newcastle, WA 98059 Kent WA 98042-9058 WA State Dept. of Wildlife WA State Dept. of Wildlife 16018 Mill Creek Blvd. Habitat Mgmt. 'Division Mill Creek, WA 98012 P.O. Box 43155 Olympia, WA 98504-3155 WA State Dept. of Ecology WSDOT NW Region NW Regional Office SnoKing Area'MS-240 3190 -'160th Ave SE 15700 Dayton Ave No. Bellevue, WA 98008-5452 PO Box 330310 Seattle, WA 98133-9710 WA St. Ecology Dept/WQSW Unit Roger Dorstad Linda Matlock PO Box 375 PO Box 47696 Redmond, WA 98073 Olympia, WA 98504-7696 Eleanor Moon KC Executive Horse Council 12230 NE 61st Kirkland, WA 98033 1 (Auburn) FD31 Kent) FD37 l Fire Protection Dist#31 Fire Protection Dist#37 1101 D St NE 24611 - 116th Av SE Auburn WA 98002-4025 Kent WA 98031 i MS: KSC-NR-0600 MS: KSC-TR-0431 KC27 Water&Land Res. Div Gary Kriedt King County Dept. of Natural Res.I KC Metro Envirn. Planning Steve Foley I Lill 1 `- LI23 Covington Library 27100 - 164th Av SE Kent Regional Library 212 - - 2nd Av N Kent WA 98042 I Kent WA 98032-4482 Documents Dept. Librarian LI24 LI36 fl King County Library System Renton Library 960 Newport Way NW 100 Mill Av S Issaquah, WA 98027 Renton WA 98055 for Planning Water&Sewage Usage) PL2 ATTN: Edward White PL18 Auburn Planning/Comm Dev Dept Kent Engineering Dept 25 W Main St 220 -4th Av S Auburn WA 98002 Kent WA 98032 PL19 i-- City of Renton PL33 Kent Planning Dept Economic Development Dept. 220 -4th Av S 1055 S. Grady Way Kent WA 98032 Renton WA 98055 B. Poldevart, Dep Superindent SD1 Clinton G. Marsh,Director Fac. &Const. Dept SD-9 -< Auburn School District # 408 Kent School District # 415 915 -4th St NE 12033 SE 256th St. Bldg B Auburn WA 98002 Kent WA 98031-6643 R. Stracke, Facilities &Ping SD13 I Administrator SE5 Renton School Dist# 403 I Kent Sewer Utility 1220 N 4th St 1 220 -4th Av S Renton WA 98055 Kent WA 98032 r Environmental Review Section ST2 Habitat Biologist, Rod Malcom TR1 WA State Dept of Ecology Muckieshoot Indian Tribe PO Box 47703 39015 - 172nd Av SE Olympia WA 98504-7703 Auburn WA 98002 J , Russ Ladley, Fisheries Biologist TR2 TR3 Puyallup Tribe Snoqualmie Tribe 6824 Pioneer Wy E PO Box 280 Puyallup WA 98371 Carnation WA 98014-0280 I Fisheries Habitat/Environment TR5 Richard Young TR4 Suquamish Indian Tribe Tulalip Tribe PO Box 498 I 7615 Totem Beach Rd Suquamish WA 98392 Marysville WA 98271 WD3 WD12 Auburn Water Dept Cedar River Water/Sewer Dist 25 W Main St 18300 SE Lk Youngs Rd Auburn WA 98002 1 Renton WA 8058-9799 Public Works Dtr WD23 i 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 `l Soos Creek Water/Sewer Dist I Water Dist #90 PO Box 58039 15606 SE 128th St Renton WA 98058-1039 Renton WA 98059-8522 WD57 1ND58 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 j WA State Dept. of Ecology I WSDOT NW Region NW Regional Office SnoKing Area MS-240 3190 - 160th Ave SE 15700 Dayton Ave No. Bellevue, WA 98008-5452 PO Box 330310 Seattle, WA 98133-9710 WA St. Ecology Dept/WQSW Unit Roger Dorstad Linda Matlock PO Box 375 PO Box 47696 Redmond, WA 98073 Olympia, WA 98504-7696 J 1 Eleanor Moon KC Executive Horse Council 12230 NE 61st Kirkland, WA 98033 I j i II