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' A' / V /.. ••' . g N)r- ' $ I .;1'1'101 V." ' “VS i A ' i •,. . T IL.til.1 WEER .• ! DEEIVESEELEWEE.AELIE •:,11, . . h., ?UM. i c.n, WM gm WEE_• . " ,t 1... :V _— - 1 AtIdEso.WA SEWS OW 242.4984 ',---.. ..-. '..-----"----2:--.2.-.,•" I•• i t.:', ,E•Eso . _..----__..--.- -. 1 .=ra.:—.21411.:-..-41-7,-1.7.-777---,—-7-.7.-.. 1 , ...-- TOMMY YEE SHULL a WASH I NEIGHBORHOOD DETAIL MAP , 1 ladMI•COMMARIF 0110014 WA 8 SOU 1,00W 9E0 1 7/404 ... - 1:2/041111' e2 0.01WW• 1 Can —.4 MB R.4.M0 145207 . , . , , . \. ... - F.. rx... I c11101411.1....1•11. 10:510•011.10114111:f : ... Fig girlr ilit itii f ._ . ,.. ....,..... , -`25.; . u,..4,.!...:..1.7?'•:,....1N-s.71 2-, e e ti e e 1 s El / /I/ / Elia ":,,:i , ' CC ,,,• , /11, ,I, ,11, ,11, 0 I k I HY 1 •••• MOW IOW ... ELEVATION 1 =Aix anive-e, ELEVATION 2 1110....110BP/M11/-\ /1121,41.1011 WPM., TIT Mk 1:11.111.00*CV MI 00.11101:MUCEMR Ig ESRI I Egg g g 91 r:Z:'''''',). ‘:.*:%Z:Mq-...IW:i;.'.;%.;-"At-,64'1 47i sZ:1'7.71''F'"'+'..;:7•.-',,,''t.. ..:*'''''';'.--41. It- --- : 0 0 il e e ti .. A.i ,;------:777 -:---;'-j --:-.....-- •=,,nr, • COLOR SCHEDULE 'It MN' 1 i 031011 ELEVATION 3 8C.OLZ my e.g. ELEVATION 4 ..,.... 0,-...,_= emu.laical '0 0 ftazu.Dam weer - 0 emu-rem 1•121011WLII=1•011,-\e_ =I .. .. • e 4 bco. DM C • , BB El . / /I/ /I/ /I/ /I/ C 15 , .. , Bin i /1/ ii, /1/ / i RIEAVWISKn.N.I,"N...S W..AmV.i gER=i • .„,„,„...--...,,,,,,_-,.-_,_ —_ ....__ — / ci,_,___________, __ ____ ______ ,. - ......,„„„_.....,...-_-.---- ' 3 TOMMY YE SHELL&WASH 6...:_. _..I. V., 1 • i BUILDING ELEVATIONS . i NI dal a Caan1 an MEM WA ICU sile.10 SW .. Mil mak mom BM MOM B2 c. 2 ommo ELEVATION S °WA 346.4,4r .4.0.1D Ka NAM 11=IF ---7'..----,n:2i. ,': ...--,- • :. f.-..v• _i •-:ii,u'r.,:..:",-:;-::::,::.if ,..,'.-,i:::L.-;--..i j. T.:,. :,,--.--,iyi...--7,7- .:;,,r.‘-n,'Ir. .., IrF-.;-....73',..i9p-,.--11,...-s,E,,,,,,, 71.,_w: m.,.:-,.... .7,--:,,-.s.s...--r,:-;..77--7-t-77-:5-,,,.--...-,--..:,..7------- - - — ---, -.- - in \ �','"\ \ \ \ 1` , `��\�"\\`\\\\`\ .`^� `, ��\\\\\.\ f' \ \ 11 '; ` !^^\ \\ \ . .„ ` \`�\ _- ^11a Z. ,�.�a i x"`v.) N `vN7 tee \\ ` •__ I., 11•I \\ 1 \ \ ` _ ,1.; pp :il6 )J 1 , j% /L of ' \\ \ \ i w Pr In. lig , 1. 0 ; \1 •i1 1 .a. . "' '"-— 1\\ t j< 1 Ir, � , • Ib 11. 7( •I (' pi.�����`1 I, 1 ,` `( 1 ae ; •\ 1 C> r- \ 1 , t fa.t \} Fh 1 1 \ 1 .1'.1.1y� t.�21 1 ) / 1*T .F:1 fi (\ i 1 1. `t I XI il I1111'1 �Prr J .\ 6 A J ^^ I, ( f,•I11 y 1 1 am_ ���� /4 ' —'�- 1�_ �•' NE 4TH STREET _ f Ra i1 i 1 il . ' - 1 1: ii g CCC it3 EM,9o, .._ �. a��� MEWS nl M. • . 2 g .6 44 R is IS k is xi''( - z '9.41\ tii sr: $14 sm 631 , a igrA ill 1 1 .7.. .4 2 4 • • 11 • Y (}t 4Y v \\s,S0,' It i% i 1,. ;it ,, Iv t,.1 ..� , , \ \ \ \`SS \ '\`\'\, \, \t \ `\\\\ `, \N\`, \ \ 1 1 . fir' 7 ' r•., \ \ \ ` i �; < ti \ 4 ; . �k.11 1 f. `r.a1 'c_ . -. 000 le 1 \ Pl i' i L i t 'iii if , ', ' I lie kiL1 ��r 1./1 � 1 tI $5 Pr a $ t I \ � .y i I. ��1 �� 1 Im 1 Ct� q,a�i ! h w \ , I ' � § 1 1# I "FM j 1 / v\ a K. � y s `I11 I j _Fu-.ro 1 �� is '•%i l F ' __ YCY 1 . , 1t! \\\\\lair'_!y �0.�8 1I I Z' Yd I1,LI1 1� II �'} 14 f 11 1 ' .„5, '8.. i1—1.1 9 ,r+ III F .e.t 4I a/ 44 111py. . 1 11 !1 i III y11 I I,♦ ."Y I li I! rip r" 11 4 I.:I I �^ A � Ir-o��� R,l I ::: ®-0y !y�y 'II ,• K.-•iyI 1 S14''P ^J •Ii' I! 11 Rr . I 1 `.;:'.,e}!I�1,'':` r'l�^l )',��'"fA .wo Inara =r',;.,.kM�5. i �,, 1',.,,... 51g gai 5.,__... I J r . ]Q ---- I wr !4o NE 4TH STREET I ' ` psi k pt-5gi 4441 1 as 41 l la 148P lig iniqa g eui 1"N•a YOU 0.1.4f1.. g . M,... ,.,�v.,.� mw��.F .+ . Ail gl 11 ib N, i lip i i $i4/ a i I 46 1 x a 0 E_ ± ,4 Z $4 P so Is Ag °, iF� 1111114 ' 0 7Oo i 11 A b .V I 4i 'I 0 o = 0 i • UP i i fI b g 1 1 g . 1 • 0` LEGEND UTILITY PLAN st m i=@ °°YER'".E POLE SW 1/4, SE 1/4, SECT. 9, T2STT5TTWT1iTI NTY, WCI CATCH BA911 [7,1 VALVE • �92.c OE OW ff F. n o ..1..E R y 1 -OLYMPIA AVE NE' _ - LO_ Tm 5 FOR m tea) • W ':'fig _ ._ - anmmMR11v1 r' `' _ _ . � msia mN( J / / I sow - C-5 00'IS2T E-" JIt.89' '••L—L F..,.4._\ T ` L O�.l a.saro i . Z !- loam. __ .m= f,c w,lea snxu2nr M) ,, - wood _ •9,: I' o CONSTRUCTION NOTES - i-O��-,nw0' /ter-rv�c'ol / . • ,,.w / / 0 "im dos °°n""v-«,41i,rmi"sr`m"."mranx"'�°me _ ^ic-aN.oe--� iE.-z.Tam— ,rod ma.m m 1 - -StIFSERVE ,1e cA.�2(SEX w \ , (f I _ _ - .: Prat \ ter H .' o o `, j ;' IE GRAPHIC SCALE N s' I z° a �Z of O - l •sum • e i �o r~ - - - ',E_woo,°-�' .w1\� , . f IN A, F w ,•. - - �` C-STORE'-- 1 �� a.ro -rep; I ' n r • 0 �S -- 1. A AIm^. -A TER.4PMA2OR �I e yl x — _ 62j i. .•4. . S 00131T E rm scars mmo m...em JNJS' __ - - B 211-0-o013 3290, RN 0...295 417 tI •y i= I Ic aver b �1 - PAVED AREA AREA -I C WATER UTILITY-l.01 beL N016 iE iEQ I. AI work_ `'s°-•of:1.01..e.n e•<"`1 a-.01/tsars mm'a a e.m.n w a»nn,n..n noon...emn...wormed 1:� n °y 01660n at 977-6.2..boor w cacaos m.Poo .'n mw..ro.a awe+a e,al In to cement svd am _ r6 way ma SANITARY SEWER NO1. All troli roater.spa&esSP 0imm n�u ao um m�a..ai un.e .o mon ow ae e m and �w pp con... on.n••e. .5°'w.0�md.w.r w rms u to ems'.9 of les x w°,'7o...'.6mnm ma 5w.n.w.nmN ' dew ,T �,d xnrm wa bw fix.,amun gC10or 6.61666.6m er •�•w to to C. .moo . (G w..�.mr.a sw) r..eMs stres6 r�eum O a n u'm m.0 m�Jon prt. .Ago e...a q nrmdab.(E vdw,n.e�a.....2 nq..mu+M1 eve.pmpm2b..Wwa°.r,.,a/.woo psi u�awwe,°a.°O.'..24 non•damn.T.Pw•p..monknF.Dom°n..l and m,m.net.24 nasS 9� �,o'..it.o-m.�rr�.rr now a n��6.�u+.o.w smat w note5/ewe�w/•�21.a us+ta,ou b umge Tn�n��.v d RSIi..maa+to.oomoonas I. a b,.d..w4m Stabs O.sr.4mnv nee A.M.. Ma..urYn(AP...) ore 3 Ina..2 n awdv mood now n..an.e ban �P...'.rm.0 m.a..ve.o.en.era u9/.iN. sp®m°va /Awe OLal/A.SYM .qa.non now n..emrd Pn. •. n.m a do snom on mayor.ma 1,1110 ' • S 01 0/�N a..51/..C133/A21.s,-w /w2.i0oor.n•0:w tot.or a n a m mocha. 0..A..w, Soo c m ma...a wali noverol "M 11 5..m.,e�,wnM rat cenwucibn•w„a•w ea accord..a /Am ema/.n.v-dos as me.°carom ear moo n.up.gym hinged pn,lq.naa e.n woo.,napalm.,to mono t• din. %.,a ressalred e'brmq _uen(n..mn.n a O n�mw SIiE� /Ha/non c,m/i.2iJo-el. urq m oeeemn0 nm wagn 61=d.Ns/.woo8. .. n ry \ 'P nsvA qe.an ertw 10-u d u.9/I'KKNA C-1c110/A21.1.-...d.•.1®.,boo......a moo ..en d on`w�) noNh w O n.o.cb 2.nmm • I a a. ...1e 1m'..w.w�'0o.m care.n"w m mw°iegn.n •e..1n �e Mr Ifr s...�.n moms. e,as..o..�..n,.n.o.."n na b N..m.2 cal.are.a�a • ,mw..r. ...cam sc. .ormea n..em.n..ra...so.......•,..swim. .4 pr.nanee...... d".e„a5.w•°.na` o a..sr. i by a a.� .m:r "r,arm°'a.. .'en'a.1.emme nrzrdn. 1G ... ..°"enn.rears'"`as...................... .....a....w.mr N n w.m.. F.ae to mai e.2a y h.Op.a mt•n•pea.).arum..m AIMS o-so.-e°...n e.en NO are° cad. �1...w.,d°room ate n.-.n d.-.v r e...m.,w w room.....n e.n w /. • ' _ tee.care.n,...,,w b.a...e... .2nwad,N,w e.aw woo..moo .1e2z ....d e2 n,..on boat a2'""°o.ap ti'moor th a tuna P.. . 1 - . ./1..-1n mn'dn°wen.t=a .a• ear.r� n .moo ad _ nor.N z be n sa mt. o,mom. a.."MP. .et...,moot. ..dos.' .""d ��.,m...r..a•..a.m®..a.. ..O.......o-d...rood.. a din .�.'(61.d•..diem...me bee ad.Mond . ..nos-Lea . .. an 1x 0.at road for ati'Xe..w.nook.Immtes read...•d be boa.9.a.a...,d room and `'"n moo ° rPlos.ear.... q w�n'."�Ssab-A3 or ow ndem..2 Was 2 an. rn. 2n.m1.,dN..`'1. b..T...d,.rot...r.= ...rani moo \ so. ,.dam..door.�,,,,,,,,.n et Fe•mead.dos>m.woo.n.°.a,deem. ` word. °.man. ms°., reed�..,°ewe mma.,ems. no ,....dn amn�.y. From, d IN°'w06 of ad a mn2;0en to.915 .50... .caw _ LW er.nrm 1.awbment,a.. VICINITY MAP .boo gast am~op` 'a, :..dd.....d...of...�"".....m, s ones sm..et.,o m.w(n•••••.ea.mdb ,Ms../.da Sag.72b2sn d moo ,o mmn•..more.e'..ed n°....m we. /nrd.n net...too ..ems moo..,.,a .m 2-a 12x a 2_11.enr of moo a..ed: .or.awd.1.d. Ferv, n a..m . e�dmn..e.1 oa..,.n a.•a."6 new 1a °r.......... 1 0..).............. .w..m go.•m 1.;.....a��.et..can so be..om.e n a moo..,am.n,.ew boo. .mew for m,mrrno tm•o'r.n n a part.r a'e,most.....b..*to in....v u..e...... .w'i.ergo w w oo.16 mound ..rta m..e..me."dm Snenr.�M+ha.d w mgr...room Al nw°a°s..d Asr"9]°N.9F]S a en..I moo aG i ea.,am... nos Brand a moo to at DM, s ""d.e.nd m.m.m 16 MA ebo...w..d goad.. mood.a•moo. m""'a 0.4 tee*Mad'ste:a t a done n...m..wa.m.t.moo. $ a1 e"°.n.n Pnw,.n.ewm•.,..,..mow b®nw•...rn,o,.moor o w n contractors. .w moor... na,.e boo Voter 1,of..n N m.o.dmamba enim d mate ils to e.4p.'° • 11 wagoner .rood.,a...�......1 nos..,.9n,TM.�...... ft..u°n"m�.ntrr.nw Po Gly zoo rew.mew d ose.....en.... m.wde. m ... KEITH A. LITCHFIELD, F.E. - , -.4, msno(. ' "'°"®'""b"m°nd..'w..w.e..r�n ,� o .. n moo,. w.... moo..dos..ab.aa� ..moon F .unto _ f.mw. sa...w�W.ken y , ..mt ad rev. `rwq�.b••davl to m—.b.bn dos.w Me .01 d mat SI76 D6VBLOPA�1NNl TdCR1YICAL SERi7C6S "•(•�"� 4 o A ae m•pt .n mat.... . on n-In dame..nON .�wle ent. xialn.n`..to. q Ia 0�s.�n°1 R:.1a a...n.1n 128 West Aforilyn Avenue Er .+moN.w.t ..,.we 6 66.°"°'.e vm°.'".d r°.xa ma.rrw.. Everett. Washington 98204 e -r..a�,•�•i woo r m2.��.r.,.`�o mu mw`�".d.e�aA'•ti ar°"e.�e.erse...... m PVC`oro`.w..•mw.m.d.e rood mooed.m e/07A°-t` uneer awe .® LI Telephone: (2061 290-5458 pa.m. .1Nrs I -.9.:^ear,,:_..�..'- ;. ti+:.att^:=>,.. __ _:... ...,.lama^ .-x ,......-near - '•:s.._ TCa..:.• :,- -..--;r•: - -- -:a_L•.-...a >.^7.-— r77.:i ::',- _ - ... - _ - -- -- - . '-— isG+T2v,. Yea•.w'R:x?::i ,,;;;...,*;: t 3 , '. . .,. o . . . AP , $ . . , . . il Eft: t 11 all I II 1 I _ ® . Q 9 1 '. • x Qp I � I 3 O lag ans tr H �: • i s _ •p b hp. '.. 1 e mi 1111.. - lk. ' t.-.. " , Q O _ 0� . 1I-- ii> O D N M'l AIM MI - YI '' • ' O k 0 o p c • .me 1 .-A I. 1i4 Y• O • is I . .. 1 - f .m-.t El ..oa a e P ,-. .Y - ■ou aautae t i i Y 4 Q� i . ,-.0 { . O 4h � 4 ®0 '� e lit b 0p 4 . ® 9. 0^ I I c• 4x,-a {m,a g8g8ggS9E9SSS liJ �. �� ---m� 6 8 S 9 8 i 'maws ®®®®® 0 . 4i:Y • , q 4 I , o l ill , 01 /44/ ' 1 i 1 ; . s - . di 10: g 'ill i 01 • ;,61 . , lila i 1 1 till 1 ti 1 1 1 1 1 1 il i fl-i'l 1 ;;,!, ti i lo t , i ' 1 . lei g 1l 1A 111 �° 110b1 • II _ NH d - N fid dad _ N .I iddridd � N � r� i i • _ �t . . . ._ . . TEMPORARY EROSION & SEDIMENT CONTROL PLAN SW 1/4, SE 1/4, SECT. 9, TWN 23 N, RGE 5 EAST, W. M, KING COUNTY, WA ' . .• i 'It PARCEL NUMBER: 092305-9177 I i V i • .rEARTHWORK ClAUNTITY ESTIMATE s EROSION CONTROL LEGEND a . "'\ 1 THE POTPOLU.FOR SITE EROSICII IS WM/Ph TO INF.41.AREA A.RUCH OF Ea Era ts muse sam.AVEL. CUT: 990 C.Y.'s 0 .s IneresT7e="AnZfa•E'Arg•TEALEde`VELE°1•.'=.,.'"'oesl•leglfeEZTEALAZA(eTaVi A FILL: 160 C.Y.'2 I 't a RE PP SL MIL BE 0..01.WO.UOLUDE DE FOOD.. —344— room mmi® ! - I • . GRAPHIC SCALE i I _ ___ that Of CLUMP • . 20 0 /0 20 40 I. :36.,..T 1-11...,,,,.....,.FABRIC FE,1111.1.SE.....013.1.1.0,..c.o......s IRE..,PROPERTY...:2,=.10 11.1EL 1•0:”.T. ART MOM Sr..OM.SALL NOT BE COSMO ROM reo KM MU.OE MULCIED. ..- 3111.22 ELM MM. . i. JIB IN M. I. 1M (erfEET) • •LL 1.-P.O.14.-OULIONG..3 SRL ISE P130.1.1.1....._11 • : I _J • —._-_,_ 'SIM.ELM WIC FOCI • - Q N.,. TOTAL SITE AREA= 33,802 SF ' throat LOUT.OF I 20 rr Ili el TOTAL DISTURBED AREA =33,802!SF STOW CR.TEE FM a OTT MORN. 1 i al fit......79, 031[3.1.0119 1.1.112 VICINITY MAP ••,.. ' es RP MOAT IN31M R.us.or • • as T.M.. V 1 NV 1S40 E.S.341.31. I Z PM..0 6 64.203. CO TCP 3•120, .• . NV 15,.SE.1.0 I EOM PAMENT .1. • • . Off ISM V/60.711. • s . . . .- , • Ill T.` ... I 1,...... - .. *Ma Er wee • -- --- - ..._ • • • ' . -- __._...-- _ OLYMPIA AVE--" NE _ _ - gg • .:2,9; / . ., . _ • _ . _, ... • Off 0.CP MEM. SMI •••• .111 I/137.W • % i •• N. S 00131T E.•-N.. 344.99' ow amass .. ,• , ,-— — -, - ,.),,,,,,.7.•••, - • .:... -- e•-,r1Wena...,---E771,111.1y. =.• .- /CLEARING ymas" i- j_Z g• PIIP ., .'g E •• 'X' 1.- .• - ---- s Ep '• A ND m MOM /. W ,O• , • ,V . .Y--• SELF-SERVE .--- . ,.• g - I . CARWAM-1 . : so' , _. n 1 I i 11 251 ,NB'ViVAM.AgOak, \\N\l' • ••zd D ../- i 4=•—\ PROPOSED CONTOUR i / a • 1--- -. '''''-g. • '"dfl,UiiiikriA%,44b-lk-Piv-4.h., ,,.,,....• 7.i, ./.._____.. ._. 'iNe.43igil$1•4!'i•*:`0*--.••:;'•••.••••,. 4•,. : -J/ ------Y.; --ot do . •.' 1.0 (TO OF'a. .) .,,. I . - . ,.el lk k••.•..: -- , %. .iel'i•-.,.\. .--- ..v...:•.... .,-.., . !ei.f.il,r4 1 Z. -6 F. 30' T1 AI • ...N.-- 0• EXISTING CONTOUR PA•••• ••• . ' 1 l' r IT 1146,122611.0 t_ST ..---_...._ ;OW .0 ke••• 44 0 ; ...-113 ef.GLUM.WALLS ' i'N I]..... ... •al. 4 1 g 1 -,,.... .. ;STABILIZED ROCK CONSTRUCSON\ irr .4 4t3: X -•'. if.. 1 ° - I EN1RANCE'(SEE DETAIL) F•V•••• • l• • I ABILIZED DI:INSTRUCTION ENTRANCE ..... to ..,...-.... ! tyAtittiopVidf :,,,,.•,, ,. 14z ,,,. • ..;i:.:,,'.;.i PPE•>4320 CLEARING LIMITS , • -..- - -- -- ''••-____ . :. S 0013•17"E INa WM Morn 344.93 7.11PLPE mem seal Ewe/ . . • -....._b• .--EX -..,:;• • • . 9 CONSTRUCTION SEQUENCE - Ex cs Type I 1 1. .1.4.MO ATTE.W PIECONSTRUCTI.MEET.V..MT OF ROO.0.60.PL..REV.PROECT...R. FILTER FABRIC FENCE ALONG WEST PROP.UNE -.7 T1P NaOr 2 FLAG MOP.,WES MO 0....0.DM (SEE DETAIL) (0 EC ROAM) illilli 1 CONS1RUCT ST.U2E0 MIRUCTosa ENTRIXOE. PAM MA 1 1 , : .....,,,,,,,,,:,,,.....7...,.....n.,cr.e.e.,.,.... L.., d. PEPTC.ROL.OM.Cif TIE P.M APEAL • • • .. i I .'2 7. ...CT FILM ferS0C FERCE•1.0.VEST FROPERTY LPL . 41.' 6 RMAIL 3.32-VER OPER3.13. ' 6 OM..PER.R.OFT STC.RATER 005I10500 PPM MO STOLE..NO CCNSTRULT OICOLTRATICal 3004E. EMS.CONTROL NOTES • i I ii IR INSTALL Val.SERVICES I. OM.WY CONSTRUCTOR CR 1.13.0.0.0 ACTIVIT‘00...A FRE-CONSIRUCTIN REV. 711...1ER trOCH„..=.1,. • ti.RISTR.1_031, UUST eE KU RIM THE ore cr Loam DESEUREHT 30M3C3 ON..P.M REV.PROM! 1.4f../Zsra......'" ...Orr 12 rot.DIM MIMI... . IS Ilrnea of..0 and areas of arestoLon;maw.as pos..on the olon eked be elealy bo.o P ea I-.cad 74K04 Fe&TO VIRE /. TO 31,-IMPED GRAVEL" § 11t1S4.PWPLOKOOPR PEMV ER OEA.IDL A LDFUELU SOKE PR12O..SRET2D 1E_AR Ar Et.rta0.A O S0OP.ITL AP1 LRATOV.LE D.4..9 P.ER6V3 AA MRPIL TT H LEM SISTEC I1P3 EMEL WE 3a4.. SOLa.WlnfpPoouaoe.tw.Rnrdo.a....ons guk.yc ci.t..oio.n*rpcnUeoaao.aaow.nrtt t t.s.aabn afM.nou.te..roartaau eoe.t n.otI..tIgdea.n e s-mNOc,c...uooOm.00r.enrnrt.,mf.la....s.e My p•ol amwl..pe‘abr..•,.00yene..aos..ha...en...t+.e.rce.s.o a ..eapsha.0 ao.,.a c.n snl.aloaee i nt.ma.t.oc...t.oerss vlol a.abp.lb...1neeroy.so.avd.e vanv..e.a nnontdt6..e,anrt3 ni to.e.nmno.ocapst e1dsrt0t,..,.ee.j.d,ira,.00•a r•dr.a,.r.,a mA.s..t.,t u,e...so,dp.t r n..o‘Wob.o,,tnet..to a ab o.M•n.e P.e tnvu pl.i.rnat.s.oe..ae..rme0c..w1.po...oa.ed1db.c1..o.t.l..i.o.s=p na1.aaa tlobt..1a.e1ne,-1n.aroaa odt..uoaaaIan,obnm..tsd.looa.t o..ypn*ro po.l.adlaia.,.b.o.em....V,l•,.eetoa y.n6 oo e.,pm.0ta,etrornio rloa.ncy,d oo..eo o o ra n.ndttPl,o.o.d4n 4N e a.1...to,d.tbao.er.e.dv.1pt rs.2nsae Nc na o.aastopuor onaters1t..l...1 na.i1ens...a.onpm eu c nrlo...oWnesnttnee n.do....s/d a, n y kM:;g::I0i.',.ii;:.i.AiinR:...*.,K:%k,,Kig.i;:i:•ii:igiiiiiiIi.M:1:,; •.;,,:::S*,.........i.........., r iMPROVA3REMM.REMO ..MOGt.SPT ONM =.= Y . 1 ' 1. , . USD G.. . ourtog.droo period od...oar$woo,ordoo N.ad projoct Neon.dm arms qrs.U.-60.3.s.•••••.aa ,•••••to to YR warted kr rne.Nal..03)......cow.by ra....6 a'p..co., \ RC 7. lay ova on.has:eta sefted ci.::e.....1 a....NOW e.a ant.al.for a 11..411 of 30 tia,sv or mr,, , ..igill I:I • • WO....,.....,.....Wm..-C.scs we,da.Zir.=a:L.,er..u.*antra 717.Z...0, II i i I t -,,f.',.• • KEITH A. LITCHFIELD, P.E.5177I DEVELOPMENT le 2ECHT7C4L SERT7C35 1 1'41i! l'c' —tre....ned.2 or eh....1 Oa*by.air a L.Li...,Lim...setro.1 Nod ddood. To-$$$..../.....oan.P.....*.01•...•001.h....a bun..a Hnos.a rna.ne of a r. srto.roe(Pasts 13 44 MHO Fl.TM=IR 6 *r....v...reretranauvor a...2E•:Le r al 4.-.8.-...MR..11 Om ima of.....of . ......(...., . csuma.num TRO. 128 West Marilyn Menem 1,Z. ''n't 0 9 1 ' 13164.11 . SECTS• . Everea Washington 982 04 38,OTAL St4) . SILT FENCE DETAIL g Telephone: (206)250-5458 I..... V..I . • . . -1771.7Z,..;....r.,........ i;;;;,...,:14,7.1'...f.e•,;...7Z...:;.74.2..: ,...,:,;,-, '...!,...--n?.I.Y.t.i:e+.,..,, :17'...,-7,..,.,.- ,,i.,..i:'-{..:'q="E't,.,,,.....i:%.•-•...;,.....Z.,.0-' ,...4=.- L..............7...4..,,...,,............-.. .,...,-, ,..,.•-.-....•-..7-,-- - -....--`!,'.- a-.$• .••• ,,••- -.-•-- • .. • • -. -.. •• •••-. . , . . • • • ---- . . - --' ' ,3r GRADING & DRAINAGE PLAN 9 1 I ic'i SW 1/4, SE 1/4, SECT. 9, TWN 23 N, AGE 5 EAST, W. M, KING COUNTY, WA , `jZ � ° ` ° ti LEGEND •SURVEYOR: MERIDIAN: Y 3630 0APRO-R ENUE.£ K.CA S. • P° POMFRN�p� PHONE: '(20 AVENUE.EKRETi WA 98201 • $� z O E RISER PHONE(208)259-6445 DATUM: ; ' 3 / I,s,. o ,w fins.. LEGAL DESCRIPTION: N6w29 I 0_q. 1 $ rum 577649r 4E OSIERCAARO-RO9IHSCW SUR4EY OAiED 6/I3/96 BASIS FOR VERTICAL DATUM: GRAPHIC SCALE - © ..,TRV T,: PARCEL NUMBER: BENCHMARK SOUTH 1/4 CORNER SEC 9.ELEV.341.40 FEET • - I 20 04 SEWER092J05-9177 (104057 METERS)NAV088 CONVERSION FACTOR NAV088 TO _ NCV029--3,58 FEET(1.092 METERS)-J37.82 FEET NCV029 0 I ( FF£T) J ; VRrN, • 4 a1r m.1 ARROL 1Ra.RW 0/ r _m FT W p moo- AOvw wr SIGN 5170 p OW RECOIL.Z T TRAFFIC 9w • ' ZZ VICINITY MAP ® 5T°010FAa"'A114E �.m.r EARTHWORK OAUNTITY ESTIMATE • m ,Y 1- E ..s NNKS V'MPP N.xTJ1}0' CUT: 990 C.Y.•s Es NV ern a.s J.,r• i an'ra a x,Ae• ma fAm1r FILL: C. NV,ro s.snore • r W -- -- - -._.._.. ---- -- - - .clan_ -__._noon.._.------ - '- --__..._ -- _noon--__:._.._-._- -- -' --- - •--- --' --- 160 Y.s -.---^ _ --_ on:rap VG]s1.7e v -- - OLYMPIA AVE NE -- - AREA ` '`.I TOTATEA REA n.33.802 SF , , T'-Z 3v __ _ .n,asayye EXISTING PERVIOUSUS 3.802 SF Q Q :T:/ 7.a i 5 00l'3'iT E 344.99' _ - - f DEVELOPED IMPERVIOUS 29.252 SF .� � � OE\�PED PERVIOUS i550 SF },Z .. / . - .1F - _.* 169 rd ArN= '� @ ,_ NEW IMPERVIOUS=29425 SF ~W '6 CONSTRUCTION NOTES •- 7 - - •-. _ �w S _ �1�/ -�I 'W OFF-517E ROAD IMPROVEMENTS>2.050 SF Q ` •••• _ wv,roP i u,.n \ IEC o 1w6. - s.s ,. W v E 0 .a11 EDGE a msm9 AN+w.1 ..sao (>o Lt rmam)N .'.• I, �' E .�EOn�ial. Nn 77 Ro.uiwR9 aE"»ID.�[xCt>4110' 'j7 I'`. I ` (n 0 71 Pm ORAxs ro as 8 s�•d�H ,s16 srnw ocTA.s1 T / ¢ a• _ ^--Q I -T W' -a O.tsoa... TS a IS. fe.AY PfL•W�_ / -_e L 4 o.mn"r van arvvrOna. •/ *.°�. 'V .. -CANOPY '� Saa IT .. ,•,• I dBE 1 - ®STAgAm nA.r0o. x �© •. ' ^ / �. \ a1 71am r I I�.� z Q - • j- P. 1R.mm I - .. ♦ { I i-. TM 1 CO ��li, �I1 snm�Ava P.AR ran. ova.RR OM.r.w1.N (,%Au mT o �° / m •A. / C �� '; EL IM 3.13 PI ©Mx.uo�ew awrm.c PM a,.aff.,a.,anon.. _.P - -_ _ _ �,/100 - . _ p MONK r a.®CUT RR FLOW a u9a,m ECM. . '°''� - „1 • r-Tr ay..u_.... • `C-STORE. _^"'®'m°;o ©11, ', © 4 „ , il 30 RamC mar.:..>o P t Pat.aus ¢ :w til N _ _ H� oC me w m \ Mk iz - .�w.SW.eaR.fiN..RPWarvT , _- - - .r �r - a' ram. 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'C°Dan' Lan .1 tea....se,w.w...a wm..a w,..am.aw.a Wm p.00 a 0•,a Proomm...S..:. • MAINTENANCE RESPONSIBIUTES OF OVER , O �`�V u.s 4O °m°1e.`w�1°°a0er at+'�-'°� `bea"0.Nm'a m Z a°1:w sou BC P.PP�le.w...tw..a n n4OR.w.¢COR,eYwa pe8 mica m f5 Nm/mzaz.,Faun.aPw--Rwm1 r.Rm1en a..mmm a.moan.; ' '°".w, ".`i°-Te-.:7w�°'.m".a..m'"m.°"'0"0. 0/0 077 76, o- Mraass me.mis ANNUALLY FOR nxss a M.anu.lal cr snnw,s AND aw1 OUT 16 TO 0'aARR*Roo,sw.s1 Pw PLR ORAa m�"n a...a 1.mo.bt e.o.,m.a�m�a�,mo a°Owa le o n o.).c.en.�u m moue alMty A 4.um a Rmwm°npaN�1 ,z o m ,,W R.,m me.... -me a a 00.6 CLL.REM..IMCIERCIRM.;urz 0 RETIRING WALLS FOR 0YR- p„ans...` . RC.RERA. > /'Paoappe�me,emooal .P e.a by :' ....T-a2x.Ta1w. S. OR ....aa.R�Re,.oaro CC R... ¢P aw,MR.n BEFORE DIGGING �"a*n oo n.m....n0...P6.:.,e..w..a -„1e„�:d, CALL UTILITY LOCATE: ma...e.9... on un. 1-800-424-5555. .. Ga o0.a..Py.ern.m..et.Po.1e:nano,fad..owe,..nowt 1.w,.1 n.e411...a."a a11. Swarm...,o/w 0.,.n.a.e.10 noa.no os.,0.m.F.a°e.-s.Pe..1.e.1,o.a.w m el �ay.el a..w...a NM N.eon.;Nan.w.. ADDITIONAL NOTES 1 0"R..ant�ml.m.,....a,.�..aP..a.,,b1-.anon..e..a.a...s...mF.w..m wa 1 .. PC . ma. noo n.o..a m oan OFF nE CamCYCR.°"LOCATE LLi OW.uwlePIMA OTO AYAna'�'�O®"T I,LI iCNw ,a a0 wan nen a Inmen Am.r;.a•..R.-87 7•o'00x�¢r,m Proesv w-r wn0 sa `PPM `u U.S..SNALLCePIPI m 65590onOm.MTN wTRAY'+m EIE woRw`D s WWM NEWS KEITH A-. LITCHFIELD P.E. t. .. a ;a-� �.elan t` "" "" .. ` Ns o. .m canoe.. a.of *ono.aa SITE DEVdLOPdISATl t 72'Cl>RVVIC,AL SSls7l PICKS ar. ,� 4 0 ,s • .II, .o..M So rout a""1.vet.�.0"`V.a el a a:"mow cagtP,., mpl,. .pe.n.m... ..a. . . n"0°.Contracts amw wa...ea.�.•om...°.,..PR.M.o. m. Galen...anw.n.ec%MaIN.a.a .w of ,neon,.nano riN,N vow.R ma 128 Wt9 t Fii n Avenue �;.,�0< m a.., to ve ve a.... ma 1.e.V....a,.T. sNe 00 a. Everett Washington 98204 a Rv"o.m No..m•"+.m ti n.r®m..o o en.Pt mac 6.0.a 0p 'FaA� bee /4 the pon...m0 n..,...owe.w..1a e.. Telephone: (206)290-5458 :mown --noon., ro x1+ ., - , ... ..-. ...»r.'A=_...,I.'}v,_w:;a1.».• ... .s Iona..:aJ[a.: .:£n.Aa-.. ,._.�..i.s:_,.n..:+5.'::if7J:,'"15' _.: Y-.riF....`.•f�i.�.'.e.e4. iT1-.k:.:ai�R3?S:.'�.t_.ri.'�7�tr,-:.:......:'S.Y.77.1,529:.47._'S'7:'CcS:sa.a..•Li".,,ir , .. �. noon _.-. ... -..,..'•':...-'7.,,,-,,--r-TOL- • e , x a . , 1 t. • i 11 4 2 111 ii <1 t 1 I • ',, R 1 I II / If gliliii 1 - Poll IRP1 . ' kli . g i 1 . I ,15 atom INN I/7 I)1 0 I. row 000DO I 111111 , , • , , ... 1 . . 11 , k •1 1 3 ' ! .:U ..) 1 1' ro . .• N ilm 1 I i ,4_,::q b • E Vtti 1 i'.r il . e t 1 1 / '-- -,g il . li j - [ Ji. :1 ;r1 ,,,i •,.. , .". ''i k\ss Y. .....---•'=—T^ -.4-- 1 'ri — ,1 0 o .. 1 ___-..— •i ik';'): Si , • 4 'i..'''! 1 ..64045.4041. 0 .1416 g 4 I ( i 1,,r,' 1 "'.:•,' € 115 11 k ,... „i 9 i IS it,' ht .'-:!•2 b \ il :',";I 1' VI.Vi' !ill \.4, ... . r-',.;,„ g .• 1_ r.t. A,,..4 ••.z / ' '1'.1 ()e h ^ pi =if-We' i 0-44.14 .4.14W ,.. . 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DAB wa Hass ®G"^"^T n o 1 NEW SHELL SIGN ELEVATION (FOR R✓ESERDICE Grin,SIOJ EFF owls) oaam SE RD I/Y-I'-0' wr.Grm JOB tiA+u u�tom TT I SAMEDETAILS DIMENSIONS Ma eao 0C/IJOI MIKE m.are• }"� •2oZO,$ I 1 SWAM se.�rwnoo _ �P*.F 1 I nw an a F NtwN.GE l• eoo oo•�`S .. 3 \VA Wu.uvut ex r so=me ma f ,Jn sea EMOTE POUTED Hama �YMOF ert+e On J IT, 2e. d i [ " 1 I - IN Y TYPICAL BIOF1LTRATTON SWALE SECTION W/IJNER J .r�.E l._z oQ f�16/ I I 0 0 1 I I I •OCIILOIIND=NM PM On..0.06.1.1.011o.oiralabOtTS UO Su ila't♦llii �Ur R ^�m®mamas TOP CP OP. eE as art Y •�fjn•i�; _r�.� awe vc�„ nn® L————J N.NI,®na. ti , � �3 �`� PLAN CULVERT OUTFALL ROCK PAD SECTION NO WEE b f�g!! —:A�T (mra sm ocan0 . nI.....Raase 4 TYPICAL PARTING/PAYMENT SECTION 3 lYs � w SW/ . 03 i 1 l//"x 6/l" 91 v:$ **1a emLmANsrn+ .T FIDERNE91 ADDITIVE IN PUCE OFsn.REwroRClNG EXTRUDED ASPHALT OR CEMENT CONCRETE CURB 11/1'MAX 6 NoSO. 1 I/T IINN ' a' ,{ KEITH A. LITCHFIELD, F.E. 4`a, T . N S/TE DEVELOPdffl &TECHNICAL SERVICES lie'.12 j 40 VANES 128 West Marilyn Avenue aa ?Everett. Washington 98204 °� CONCRETE SWALE SECTION z ' Telephone: (206)290-5456 Icwo. mom,1 Na — . N.E.- (Reif xais....43.-TH $ i P ' rifffsi I .171• „ 4 • 1 4 1 tij 3 PL. q ri1461 il 411 I'V ...-"1• . ow 1 z I ii Z CI is • SI r I 1 cil • I k , ,.!:i ,.,nn 4113 104fotto.,.. 1 III Rio . lag 4.- ii1 405rlr ''' i, . • N.E. 6TH• .,,,, a- a 1 j; 1 Id I. ,"'l l'' • ',. - . . lint 4' .Lii0....IF, 1.,:,.Etr...;... 1. IP i .*to': m• - I flill 25 & - 1 • i VA A CALIIElt v. _2,4 a •I 4 2 0 ..a .". „ . 'Alliallmry-'1 - Nis . s , 17 '.6 6, EN El , It ii .:... .‘,". .JJJJJ,. • .. .. ii . -„,,,,,--1 tvisc .. i - Iii7ris . . p i 14.36 i i 1 r 1 4.93 Ae. • . l'"I' '"'.1" .C.•::....L.:T.::--/b. -7r41314-1s.-:.1:;•,.._.-• f. i 71. : glip . 1 LI;11.4114w. i' 0 , .)::?H I 1(L L Iir 0 iiffi ::' • L . ) ': gi 1 1 , 1 ... " il • . / i 2 It ---illi. I J11 /1. • AEA ' oo••• Zali—• r-• ,/ f. •fg.:...._:Lgt441.-. 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II I ./FAANCI •I CHANDLER • o 03 Ac t 2 ' fit' o • • • ••••• CII A ro • or I 44 1.1. i-ii'••• .,. r 1 Iv) I !:1" • • • .. i /i:i gc,-r,r CITI JF RENTON Planning/Building/Public Works Department J e Tanner,Mayor Gregg Zimmerman P.E.,Administrator November 5, 1996 Tommy Yee 34406 14th Way SW Federal Way, WA 98023 Subject: Renton Shell, LUA 96-087 Street and Sewer Improvements Dear Mr. Yee: We have received your letter stating your intentions of developing the southerly portion of the property located on the northwest corner of Olympia Ave NE and NE 4th St per the approved site plan for the _ property. You also state that you intend on constructing only a portion of the required street and sewer improvements for this development. Renton City:Coder requires construction of street and sewer improvements for the full width of the entire parcel adjacent to Olympia Ave NE for any development of the site. Any building permit for this"site must include construction permit plans for all public works improvements identified for the project at the time of site plan approval. No deferral or waiver of any portion of these improvements has been approved by the City. Additionally, a modification is required for the Code mandated right-of-way width for Olympia Ave NE. The current right-of-way is only 40 feet in width.' City code requires an additional dedication of 5 feet of right-of-way, unless approval is received for a Code modification. Request for consideration of such a modification should be made in writing to the project plan reviewer, Paul Lumbert. In summary. development on this site requires construction of curb, gutter, sidewalk, street lights and sewer main in Olympia Ave NE for the entire length of the property. Phasing of these required improvements has not been approved by the City. Right-of-way dedication is also required along Olympia Ave NE, or approval received for a Code modification request. If you have further questions regarding the public works requirements for this project, please contact Paul Lumbert at 277-6204. Sincerely, A.) .dtpa/A---- Neil Watts, P.E. Plan Review Supervisor Development Services Division cc: Paul Lumbert Mark Pywell Jim Hanson SHF.I.I.i DoCe 200 Mill Avenue South - Renton, Washington 98055 ®This paper contains 50%recycled material.20%post consumer November 4 1996 DEVELOPMENT PLANNING cP' City of Renton NOV 0 51996 Planning/Building/Public Works Attn: Mark R. Pywell RECEIVE 200 Mill Ave. S. Renton, WA 98055 Re: Renton Shell LUA 96-087 Dear Mr. Pywell: Pursuant to our conversation on October 29, 1996, regarding the above-referenced project, please be advised that we have decided that it is not economically feasible at this time to construct the car wash bays as set forth on the site plan. As discussed, it is our intention at this time to develop the southernmost 187 feet of the project, according to the approved site plan for that portion. It is my understanding that the sewer extension and curbs/side- walks/gutters must be installed on the portion of the property being developed, but that these items need not be installed on the northern portion until development of that section, according to an approved plan. At this time, we would like to withdraw our appeal on this project, and proceed to obtain the necessary building permits on the gas station and convenience store portion of the project. Please advise as to any necessary prerequisites to obtaining these permits so that construction is not further delayed. Very tru y you , TOMMY YEE 34406 14th Way S. W. Federal Way, WA 98023 cc: S&S Design Ed Galliway (1._ _ November 4`,; 1996 DEVELOPMENT PLANNING ., . , _.. ' ; CITYO n rr' ,v'l "City of Renton Y • . - . NOV"0 5,1999 Planning/Building/Public Works Attn: Mark R. Pywell RECEIVED 200 Mill Ave. S. Renton, WA 98055 Re: Renton Shell LUA 96-087 Dear Mr. Pywell: Pursuant to our conversation on October 29, 1996, regarding the above-referenced project, please be advised that we have decided that it is not economically feasible at this time to construct the car wash bays as set forth on the site plan. As discussed, it' is our intention -at this time to develop the southernmost 187 feet of the 'project, according to the approved site plan for that portion. It is my understanding that the sewer extension and curbs/side- walks/gutters must be installed• on the portion of the property being" developed, but that these items need not be installed on the northern portion until development of that section, according to an approved plan. At this time, we would like to withdraw our appeal on this project, and proceed to obtain the necessary building permits on the gas station and convenience store portion of the project. Please advise as to any necessary prerequisites to obtaining these permits so that construction is not further delayed. Very tru y you . , A/ TOMMY YEE 34406 14th Way S. W. Federal Way, WA 98023 cc: S&S Design Ed Galliway = CIT= a::OF='RENTON .ri Planning%Building]Public Works,Department -7esse Tanner,Mayor ` _ regg Zimmerman P.E.,Administrator • • • :'October •28, 1996 . _ • , . . , . ,, ; • Mr. Edward J. Galliway • Project Manager • S &o S Design:and Consulting '- , _ . - Heritage Construction ' 12014-20th Street SE . Everett, WA 98205 Subject: . Renton'Shell . 3 . Dear Mr. Galliwaya • 4: - ``We have reviewed the plans and letteryreceived`October''22, 1996:,:.City staff does not believe,thathe proposed chan es- ., g to the carwash,building can beraccepted�"as�a_minor,change toahe`approved site plan.�;�The;City requested,•�:: �'..: ;:-that the building.bre-oriented as`shown on the approved site`plan rn:order toayoid the,need fora`driveway hat='`:. ,. ..-would ;exceed ''the'"•dimensions allowed "-by"the City's 'Municipal =Code =and 'to""'`preserve r:the,:Code-required %.L �,:,landsca in- - :> ,- - P. g VeJ'a ,a _ .�` .: Ali` oy: J.ht ' e,C' :ii} r jai= - ter'« Two variances would have been neededrin orderto havethe=`site""lan a roved:.One variance would be re wired 'for the"driveway width and a second variance would be(needed for the lack of :ten'f•oot.wide`landscaping strip ;;. .along the street frontage -j >Y" " ," During the-public comment'period:the;approved_site plan;located the'caYwash at a ninety degree angle to Olympia Ave.'NE. :This is the configuration for the site'that was available`tor the°public:during the comment and appeal::,...,::::::.,i,'].:-;,,i: .-period. The rotation of'a,building .in this manner,,ls typically':considered ya,majo�,change[and would}:require the :":.. submittal•of a new site plan;with the,variances noted`above if;you wanted.to continue with the:new layout. At this ,-',.'time I can not offer any;assurance that staff would be supportive;of.the;variance or revised site:plan:`?, i,=:: :.. .:w,'`,,= ';- In our telephone•conversation,of.October:28,•1996,-you mentioned that:a failure to"obtain permission toro,tate the ` : ,; .carwash,'could-force the,owner to.reduce the size of the;carwash.:':.:I'would.note that:a reduction:.in the size of the_ ... 'building-would not trigger the need fora new site ' If- you have any,further questions regarding'this project;:please.contact_me,at 277=5586.-, ::_ `.. :; : ,- _ _ _ . '-'t it- _ Sincerel Y Ma k• -ICR M r R:�P �A - - :r• r'! . I,f „ � l:r - . '- -o'ect M na' r _ - _ _Pr z: .., sue•..-. cc Neil Watts ..Bobi4rthu r`. r.. . , — ....4.. ram. : :q _ 9.1 rf - Z.ti�.� r.�r/ f t�Y i'�'[t"" `li�` ;iY, .:Y��^fah�?v'.•::`:.•,.5 a:.ji: �,,,yl . 1 _yy .y .LY - �.'i-.:s �.Sri.. -:;`<<�'�• _ tiff„ -ti` r:i" 1 St...•.c: r. t.. '" ..�1...". .._v- .:e:. ! {_. .C::vT'..9 - ,y'Y?-� ilj �:f'" - 'ii vim,.-, _ 1..' �:M. - vim,��:: _ "si`g r.. 'Y - '�5:� • ..e��J...`.vJ��'_w` �.L�'.A�,w:'t).'Y:"?'iT` `LJ'' ..:,.T?.�,`r _ .1.\ -.!.' R"n` i'�la`s li'i� 'ton' •80 55 e` outh- t n 9"200IvI�•!1�1��Averiu ,S e ..: _ -'=:vC�O<This`naria�riiritainc 50%y recycled at rial 20%oosfconsumer, ,. •-• . F A. Z October 17, 1996 DEVELOPMENT PLANNING CITY OF RENTON 0 OCT 2 2 1996 City of Renton )m4 Planning/Building/Public Works Attn: Mark R. Pywell , CEWED Emil 200 Mill Ave. S. Renton, WA 98055 Re: Renton Shell LUA 96-087 gDear Mr. Pywell: F•, Elm' Thank you for meeting with me, Bob Downing and Tommy:Yee on August 1 to discuss the above-referenced project. Lam sure you will Cn recall'discussing the prospect of rotating the car; "wash unit 90 degrees"nto : run",perpendicular to Olympia Avenue NE : , I': -remain of Z the opinion that`,this. option will be detrimental;to;the project as a whole for several;" reasons. (:) 1. First;-the" City' s requirement that we 'install;sidewalks : .and' gutters•: reduces, the area available ,.to' position the wash , unit in . this manner, making it .`'impossible for vehicles entering the wash ;bay..,from'::tle . south.to".go from the wash°" bay "to the gas pumps s without entering Olympia and re-entering the lot via° the southerly Olympia 44 driveway, or "backing out of the bay ;area. We feel it is p.t best to provide`,for the' safest and best: traffic flow for V.; safety and other reasons. 2 . Next, and most importantly, rotating the building perhaps . " . would. expose the residents to the;north:':to the open ends of the wash bays. A sound wall is already planned to minimize the . ,noise reaching the residence, but the benefit of„ thatwall is reduced if the wash bays aim the noise in ;that direction. By orienting the building' s 0■■1 long axis`i'n a north-south',direction, the bay walls would provide additional: noise shielding to the neighboring gresidence. P43. An east-west orientation would reduce the available w number of wash bays. As planned, the wash bays are 95 feet from end to end. If rotated 90 degrees, the same xnumber of bays would not be possible, since the lot is only 98 feet in width, 10 feet of which is dedicated to landscaping, and another several feet for sidewalks. The wash units planned simply cannot fit, meaning that at least one bay would have to be omitted, reducing. the commercial viability of the wash bays. 12014-20th Street SE, Everett, WA 98205 • ♦ (206) 334-7044 ♦ ♦ Fax 334-6133 JDLR, Inc., Contractor's Registration -HERITC*169DA 4 Mark R. Pywell 4 October 17, 1996 Page 2 0 01■0 Installation of the required curbs, walls, sidewalks and gutters will limit the location of the wash bays to the north-south Emil orientation, in order to install the number of bays needed to be commercially feasible. In order to ensure ease of access, we would install rolled curb and gutter, rather than vertical curbs. The sound wall and the wash bay walls together will most effectively reduce noise encroachment on the neighboring residence to'" :the north. This layout will also provide better traffic flow`.and sight lines, and improve safety and convenience for motorists. Orienting' the bays parallel to Olympia would certainly not impose any burden I upon neighboring residents or businesses, and woul4:..enhance- the ;, " ... ':_ project. Emil - Enclosed is the site plan for your review in considering the above rw issues. :I look" forward to speaking again with you"soon& to finalize" V1 these "details"x"and take the final steps to obtain" the "necessary.. , f building permits;,.`; '"`Should you have any questions, ,`please do not Z hesitate to. Contact: me''9at 742-4944, extension 119::P ; 0 Very trul yours' U , . Edward J. Galliway '"'.; Project manager W S & S DESIGN & CONSULTING.` HERITAGE CONSTRUCTIONc-f c g "i cc: Keith Litchfield File Encl: Proposed site plan - EMI bn IMII g W I r '12014-20th Street SE, Everett, WA 98205 • • (206) 334-7044 • • Fax 334-6133 JDLR, Inc., Contractor's Registration -HERITC*169DA 20py Tommy Yee 34406 14th Way S.W. Federal Way, WA 98023 1 October 17, 1996 City of Renton Hearing Examiner • Attn: Fred Kaufman 200 Mill Ave. S. Renton, WA . 98055 • Re: Renton Shell LUA 96-087 Dear Mr. Kaufman: This letter is to notify you of recent developments relating to the above-referenced matter. A hearing is currently set for October 29, 1996, regarding our appeal of sidewalk, curb and sewer requirements. . We have been working with Mark Pywell of the Planning/Building/ Public Works department with regard to the sidewalks and curbs. We believe that this issue has been or shortly will be resolved to the satisfaction of all parties in a way which will allow us to withdraw our request for a waiver of the sidewalk and curb requirements. The issue of the sewer main extension remains unsettled, however. We maintain that there is no need for this site to extend the sewer line down Olympia Avenue NE solely to service the planned development, as access is available on NE 4th Street. The only purpose for such an extension would be to provide access for neighboring and opposing residences and businesses on Olympia. We feel that imposing the cost of the full sewer extension, over the lot length of 345 feet, would be an inordinate burden, especially since Olympia dead-ends only a hundred feet or so north of the lot at issue. A solution would perhaps be to equitably apportion the cost of the • , extension among the land owners which would be served by the extension. We would be open to discussing such an option in the interest of providing access to all who share in the benefit. Otherwise, we maintain that the project should be allowed to tie in to the sewer line already existing on NE 4th Street. Fred Kaufman, Hearing Examiner October 17, 1996 Page 2 I look forward to discussing these matters with you at the time of the scheduled hearing. In the meantime, if you require any further information, please do not hesitate to contact me. Very t my yours Tommy Yee. r CITXOF RENTON • y .7Euo4 ''S� Planning/Building/Public Works Department Jesse Tanner,Mayor Gregg Zimmerman P.E.,-Administrator September 06, 1996 S&S Design c/o Mr. Robert Downing 12303 Cyrus Way Mukilteo, WA 98275 SUBJECT: Renton Shell Station Project No. LUA-96-087,SA,ECF Dear Mr. Downing: This letter is to inform you,that the comment and appeal periods have ended for the Environmental Review Committee's (ERC) Determination of Non-Significance - Mitigated for the above-referenced project. No appeals were filed. This decision is final and application for the appropriately required permits may proceed. All Administrative Site Plan Approval conditions and Mitigation Measures must be complied with prior to issuance of any permits. If you have any questions, please feel free to contact me at 277-5586. For the Environmental Review Committee, 90111,e Mark R. P , AICP Project Manager • cc: Mr. Tommy Yee/Owner • flNAL.DOC 200 M 11 Avenue South - Renton, Washington 98055 f*3 This owner contains 50 recycled material,20 post consumer _1. • WWashington State Northwest Region AIrm' Department of Transportation Sid Morrison • Secretary of Transportation DEVELOPMENT PLANNING CITY OF RENTON AUG 2 a 1996 DATE: August16,1996 REC Ri: D TO: Mark Pywell City of Renton,Project Manager 200 Mill Avenue South Renton WA 98055 Subject: SR 405 MP 13.84 CS 1745 Mitigated Determination of Nonsignificance-Renton Shell File No. LUA-96-087,SA,ECF 1,P.A'4)161) FROM: Robert A. Josephson, PE,Manager of Planning &Local Coordination Washington State Department of Transportation • Northwest Region 15700 Dayton Avenue North, MS 122 • P. O. Box 330310 Seattle, WA 98133-9710 • Thank you for giving us the opportunity to review this project, which is located on the corner of Olympia Avenue and NE 4th Street. Our response is checked below: X We have reviewed this subject document and have no comments. The Project will have no significant impact on the state highway system. The State recommends that a traffic study be prepared to anaylyse the state intersections that are impacted by ten or more of the project's generated peak hour trips and also determine what mitigation measures, if any would be required. If you have any questions,please contact Don Hurter at 440-4664 or Vickie Erickson at • 440-4915 of my Developer Services section VEE:vee File Name O O: RRENTp NG''pIV15 C,1.. On the 144 day of 7 qu.Sr , 1996, I deposited in the mails of the United States, a sealed envelope containln £YRC, cle.leienntM.ZONNs documents. This information was sent to: Name • Representing TZteir eccAti kt laXn.� tb\rie- • t -C 4tslnevtev, 'faavtd Z.tefii aan Vicir ." Rcsou.cep L tck. itirsde� v 14rt af �Tva�ns�otat�trv, Sine. —R..wv e„ o•f Sca-tile. l>.).tkiav1ntsL lNLar tv%be. evA try\akc.oiM , q-tshevties *r t lv!t0.h —Tr;\C$C-.. r a. ?eA0.c. ' `ACI �bWex� (Signature of Sender) ' -14- STATE OF WASHINGTON ) ) SS COUNTY OF KING ) I certify'that I know or have satisfactory evidence that S4\IDRA K ` SC Cg- signed this instrument and acknowledged it to be his/her/their free and voluntary act for the uses and purposes mentioned in the instrument. . ;��..... Dated: 4/1-(7q6 • „k.- '.v ' Notary Public in d for the t e of Wahington--.� , • C Notary (Print) i2- .J::q. kit t,4-7� My appointment expires: // Project Name: may-,_vita S i &t Project Number. 16 0$.? g}� t •NOTARY.DOC %. `,.'r:�.�{"'Wp; CIT�C` OF.RENTON i "'• Planning/Building/Public Works Department . Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator August 14, 1996 - Washington State , Department of Ecology . ' Environmental Review Section - _ PO Box 47703 _ . Olympia, WA 98504-7703, • . Subject: . . ` Environmental Determinations •• Transmitted herewith is a copy of the Environmental Determination"arid Environmental Checklist for the _ , following project reviewed by the Environmental Review Committee(ERC)on August:13, 1996a' :`•,' Mitigation Measures are enclosed.' _ • - - . - ' - _ •DETERMINATION OF NONSIGNIFICANCE-MITIGATED' ,• • $&(RESIGK RENTON SHELL' LUA-96-087,SA,ECF . . The applicant seeks approval to construct a 2,050 square foot Shell service station and a 2,375 . square foot five bay, self serve car wash. Location: NW corner of Olympia Avenue and NE 4th Street. The 15 day comment period and the 14 day appeal period for this project will run concurrently. The, . . comment/appeal period will end at'5:00 PM on September 03, 1996. Following the end of the comment and appeal period,the City will finalize its Determination'unless comments received require a - reevaluation. Appeal procedures and the mitigation measures imposed by the City of Renton's Environmental Review Committee are available at the Development Services Division, Third Floor, - Municipal Building, Renton, Washington 98055. Phone: 235-2550. - If you have questions, please call me at(206) 277-5586. - For the Environmental Review Committee, e i, _ • -P , ICP Project M ager:. . cc: King County Water Pollution Control Division, Metro . , Department of Wildlife - Larry Fisher, Department of Fisheries . David F. Dietzman, Department of Natural Resources - Don Hurter, Department of Transportation - - Sue Rumery, City of Seattle Duwamish Tribal Office ' • ' Rod Malcom, Fisheries, Muckleshoot Indian Tribe (Ordinance) ' Rita Perstac, Puget Power - 200 Mill Avenue South- Renton, Washington 98055 •.- 5" .`sue - -._c:;°� : . = CIT`�,),OF RENTON _ ,,i, Planning/Building/Public Works Department Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator August 14, 1996 , S&S Design - _ do Mr. Robert Downing • 12303 Cyrus Way - Mukilteo, WA 98275 • • SUBJECT: Renton Shell • Project No. LUA-96-087,SA,ECF - Dear Mr. Downing: " This letter is written on behalf of the Environmental Review Committee and is to inform you that they have'completed their review of the environmental impacts of the above-referenced project._ The Committee, on. August 13, 1996, decided that your project may be issued a threshold Determination of •Non-Significance-Mitigated with the following conditions: . See enclosed Mitigation Measures document., - ; .Because the Environmental Review Committee imposed specific mitigatioh measures rather than issue a Determination of Significance,:there is a required 15 day comment period.during which comments are solicited from various agencies,- jurisdictions or individuals (including the applicant) who may have an interest in the Committee's decision.'The required 14 day appeal period will run concurrently.with the comment period. The comment/appeal period will end at 5:00 PM,on September 03, 1996. • - " . Following the end of the comment/appeal period, the City will finalize its Determination, unless comments received require a reevaluation. , ‘WAC 197-11-660 states that the responsibility for implementation measures may be imposed upon an applicant only to the extent attributable to the identified adverse impacts of the imposed action. Since an environmental impact statement has.not been prepared for'this project, any mitigation `measure established.by the ERC'not'.directly attributable-to an identified adverse impact is deemed to be voluntarily'accepted by the applicant. . , . . Staff urges you to contact the various City representatives, as appropriate, (e.g., the Public Works-Division) as soon as possible,'to obtain more,information concerning specific mitigation elements recommended for this project, if you,have • specific questions. .This-information will assist you in planning for implementation of your project and will enable you•to exercise your appeal rights more fully, if you choose to do'so. Appeal procedures and mitigation measures imposed by the City'of Renton's Environmental Review Committee are available at the Development Services Division, Third Floor, Municipal Building, Renton, Washington 98055. Phone: '235-2550. You should be prepared to, make specific factual objections. • • If you have any questions or desire clarification of the above, please call me at (206)'277-5586. _ For the Environmental Review Committee, - ,77 !r Mark R.:P AICP -Project Manager ::. cc: Mr. Loren Anderson/Party of Record DNSMLTR.DOC ' 200'Mill Avenue South Renton, Washington 98055. • • • • CITY OF RENTON . DETERMINATION OF NON-SIGNIFICANCE (MITIGATED) • MITIGATION MEASURES , • APPLICATION NO(S): LUA-96-087,SA,ECF APPLICANT: S & S Design -:PROJECT NAME: Renton Shell• . ,DESCRIPTION OF_PROPOSAL: The applicant seeks approval.to construct a 2,050 square.foot Shell service station and a 2,375 square foot five bay, self serve car wash. ,LOCATION OF_PROPOSAL NW corner of Olympia Avenue and NE 4th Street .MITIGATION.MEASURES:' " - ;1. The applicant-shall:submit a traffic impact fee of $75.00 per.new.trip generated • (323.6 trips x$75.00 per trip = $24,700.00) prior to the issuance of building permits. ' r ) shall submit a fire mitigation fee of 0.52per square foot of building The applicant h I g $ q • ($0.52 x 4,425 = $2,301.00) prior to the issuance of building permits.. MITMEAS.DOC\ • • • .CITY.OF RENTON DETERMINATION OF NON-SIGNIFICANCE (MITIGATED) • ADVISORY NOTES APPLICATION NO(S): LUA-96-087,SA,ECF APPLICANT: S &S Design PROJECT NAME: Renton Shell . DESCRIPTION OF PROPOSAL: The applicant seeks approval to construct a 2,050 square foot Shell service station and a 2,375 square foot.five bay, self serve car wash. LOCATION OF PROPOSAL: NW corner of Olympia Avenue-and NE 4th Street Advisory Notes to Applicant The .following ' notes are' .supplemental information provided in -conjunction with the environmental determination. .Because these notes are provided as information only, they are, not subject to the appeal process for environmental determinations. .1. Garbage and recyclable:deposit,areas-and collection points shall-be easily and safely accessible to hauling trucks. - ... Fire Prevention Bureau = _ • - 1. 'The preliminary fire'flow required Is 2,500 gpm. :Three fire hydrants are required. One fire-hydrant is required within 150-feet of the proposed structure and two fire hydrants are required within'300-feet - of the structure. 2. Separate plans'and permits are required for-the installation of all underground storage tanks and tank' - monitoring systems. : Water Utility - . 1. •No water main extensions required for;this project. " 2. Fire service and hydrants,shall comply;with City of.Renton Standards. •• Waste Water Utility ' - - • 1. An 8" seWer main extension in Olympia Ave NE to the north property line of the site is required for this project. - 2. A private side sewer_is required to'connect the new building to the .public sewer main: .The runoff from the service pump area must be connected to the sanitary sewer via a oil/water separator. •• . Surface Water Utility 1.. The applicant has submitted a preliminary drainage plan and drainage report for this,project. :The - • - drainage plan,includes the required water quality features for.this.size project: The Plan Review - • '•Section has reviewed and approved the preliminary plan and;report as-submitted. ADVNOTE.DOC1 - • • Renton Shell LUA-96-087,SA,ECF = Advisory Notes (Continued) Page -2- • Transportation . 1. Street improvements are required along the west side of Olympia Ave NE adjacent to the project site. These improvements include new concrete curb, gutter and sidewalks; with paving extended from the edge of the existing pavement to the new gutter. The pavement section for this portion of Olympia Ave NE is required to be a minimum of 28 feet in width. J • 2. Street lighting to meet lighting levels set by City Code are also required along the west side of Olympia Ave NE. - 3. The standard right-of-way width is 50 feet for Olympia Ave NE. This project is required by City Code , to dedicate an additional 5 feet of right-of-way along the west side of Olympia Ave NE. 4,. City Code.does allow for modification and/or waiver of the above listed street improvement requirements. If the applicant wishes to request a modification or waiver to these requirements, a written request with justifications should be submitted to the Plan Review Section for consideration. _: Plan Review-General .. I. .•All plans shall conform to the Renton Drafting Standards: 2. A construction permit is required. When plans are complete three copies of the drawings, two copies ,.,of,the drainage report,:a construction estimate, application and appropriate fee shall be submitted to the fourth floor counter.',: fee worksheet is attached for your_use. However,-it is recommended to - .. call 235-2631 to verify,the fees as generated by the permit system prior.to;issuing a check. Construction Services', 1I. 'A soils report will be required as part of the building permit application. '.2. An architect should have design responsibility for the structures. Airport Manager - 1. 1 The proposed project is located beyond the 10,000 foot horizontal surface in the Airport's Conical Surface, which is a 20:1 .slope extending 4,0000-feet,beyond the outer edge of the Horizontal Surface. The project site is approximately 600 feet east of the edge of the horizontal surface. The • • ;.slope of the conical surface would be at an altitude of 209 feet above sea level. ,• 2: :The proposed project is located approximately 10,600 feet from the Centerline of the airport. The project area ground level is primarily 343 feet above sea level. .The height that would penetrate the Airport's Conical Surface at the project site is 209 feet,above sea•level. Because of the height of the - proposed buildings :and the fact that there-are other buildings around the site of equal or greater height, the project ,will probably have"a ;minor impact upon:the airport. A Notice of Proposed Construction should be submitted to the FAA for review :and a completed review from the FAA • stating that these is no impact should be required prior to issuing a building permit: - • • ADVNOTE.DOC\ • Renton Shell , LUA-96-087,SA,ECF Advisory Notes (Continued) - - - - Page -3- Police Department - 1. Based upon the size of the building it is anticipated that the proposed development will generate 2.29 calls for service annually. The actual number of calls will probably be much higher, as gas station are a target for robbery and theft. 2. During the construction phase of this project, care should be taken to secure all building materials and tools to help prevent burglary and theft. , 3. Both during the construction of the buildings and during the operation of the facilities, strong external security lighting is recommended. • 4. Management and employees need to comply with WAC 296-44-10203, a'copy of which can be obtained from the City Police Department. ;The training outlined in the WAC is provided free of charge by the Police Department's Crime Prevention Unit (235-2571). . • Community Services Department - - , , 1. The Tam Junipers is a low growing (height'18") and spreading (10' - 20) plant. It is.recommended that further investigation be completed on the recommended plant materials-and that alternative plan , " - materials be considered. This juniper will grow over the sidewalk area. ,In addition, if the mint julip - juniper.is used adjacent to entrances onto the property or at the intersection of roadways,the six foot = - . height of the-plant at maturity could interfere with the visual access at this site. - • • • ADVNOTE.DOC\ - , CITY OF RENTON DETERMINATION OF NON-SIGNIFICANCE (MITIGATED) APPLICATION NO(S): LUA-96-087,SA,ECF APPLICANT: S &S Design PROJECT NAME: Renton Shell DESCRIPTION OF PROPOSAL: The applicant seeks approval to construct a 2,050 square foot Shell service station and a 2,375 square foot five bay, self serve car wash. LOCATION OF PROPOSAL: NW corner of Olympia Avenue and NE 4th Street LEAD AGENCY: City of Renton Department of Planning/Building/Public Works Development Planning Section The City of Renton Environmental Review Committee has determined that it does not have a probable significant adverse impact on the environment. An environmental impact statement (EIS) is not required under RCW 43.21 C.030(2)(c). Conditions were imposed as mitigation measures by the Environmental Review Committee under their authority of Section 4-6-6 Renton Municipal Code. These conditions are necessary to mitigate environmental impacts identified during the environmental review process. The 15 day comment period and the 14 day appeal period for this project will run concurrently. The comment/appeal periods for this project will end at 5:00 p.m. on September 03, 1996. Appeal procedures and the mitigation measures imposed by the City of Renton's Environmental Review Committee are available at the Development Services Division, Third Floor, Municipal Building, Renton, Washington 98055. Phone: 235-2550. You should be prepared to make specific factual objections. V PUBLICATION DATE: August 19, 1996 DATE OF DECISION: August 13, 1996 SIGNATURES: 'i// -3/7K' Gre' Z' er �rrii Admirnstrator DATE Depart a f�Planning/Building/Public Works p 7/7 7 Chastain, ministrator DATE Community Service Department ► V /5/Y heeler, Fire hief DA -; ton Fire Departmen/ DNSMSIG.DOC CITY OF RENTON DETERMINATION OF NON-SIGNIFICANCE (MITIGATED) MITIGATION MEASURES APPLICATION NO(S): LUA-96-087,SA,ECF APPLICANT: S &S Design PROJECT NAME: Renton Shell DESCRIPTION OF PROPOSAL: The applicant seeks approval to construct a 2,050 square foot Shell service station and a 2,375 square foot five bay, self serve car wash. LOCATION OF PROPOSAL: NW corner of Olympia Avenue and NE 4th Street MITIGATION MEASURES: 1. The applicant shall submit a traffic impact fee of $75.00 per new trip generated (323.6 trips x$75.00 per trip = $24,700.00) prior to the issuance of building permits. 2. The applicant shall submit a fire mitigation fee of $0.52 per square foot of building ($0.52 x 4,425 = $2,301.00) prior to the issuance of building permits. MITMEAS.DOC\ • CITY OF RENTON DETERMINATION OF NON-SIGNIFICANCE (MITIGATED) ADVISORY NOTES APPLICATION NO(S) : LUA-96-087,SA,ECF APPLICANT: S &S Design PROJECT NAME: Renton Shell DESCRIPTION OF PROPOSAL: The applicant seeks approval to construct a 2,050 square foot Shell service station and a 2,375 square foot five bay, self serve car wash. LOCATION OF PROPOSAL: NW corner of Olympia Avenue and NE 4th Street Advisory Notes to Applicant: The following notes are supplemental information provided in conjunction with the environmental determination. Because these notes are provided as information only, they are not subject to the appeal process for environmental determinations. 1. Garbage and recyclable deposit areas and collection points shall be easily and safely accessible to hauling trucks. ' Fire Prevention Bureau 1. The preliminary fire flow required is 2,500 gpm. Three fire hydrants are required. One fire hydrant is required within 150-feet of the proposed structure and two fire hydrants are required within 300-feet of the structure. 2. Separate plans and permits are required for the installation of all,underground storage tanks and tank monitoring systems. Water Utility 1. No water main extensions required for this project'. 2. Fire service and hydrants shall comply with City of Renton Standards. Waste Water Utility 1. An 8" sewer main.extension in Olympia Ave NE to the north property line of the site is required for this project., . 2. A private side sewer is required'to connect the new building to the public sewer main. The runoff from the service pump area must be connected to the sanitary sewer via a oil/water separator. Surface Water Utility 1. The applicant has submitted a'preliminary drainage plan and drainage report for this project. The drainage plan includes the required water quality features for this size project. The Plan Review Section has reviewed and approved the preliminary plan and report as submitted. ADVNOTE.DOC\ • Renton Shell LUA-96-087,SA,ECF Advisory Notes (Continued) Page -2- Transportation 1. Street improvements are required along the west side of Olympia Ave NE adjacent to the project site. These improvements include new concrete curb, gutter and sidewalks; with paving extended from the edge of the existing pavement to the new gutter. The pavement section for this portion of Olympia Ave NE is required to be a minimum of 28 feet in width. 2. Street lighting to meet lighting levels set by City Code are also required along the west side of Olympia Ave NE. 3. The standard right-of-way width is 50 feet for Olympia Ave NE. This project is required by City Code to dedicate an additional 5 feet of right-of-way along the west side of Olympia Ave NE. 4., City Code does allow for modification and/or waiver of the above listed street improvement requirements. If the applicant wishes to request a modification or waiver to these requirements, a written request with justifications should be submitted to the Plan Review Section for consideration. Plan Review-General 1. All plans shall conform to the Renton Drafting Standards. 2. A construction permit is required. When plans are complete three copies of the drawings, two copies • of the drainage report, a construction estimate, application and appropriate fee shall be submitted to the fourth floor counter. A fee worksheet is attached for your use. However, it is recommended to call 235-2631 to verify the fees as generated by the permit system prior to issuing a check. Construction Services 1. A soils report will be required as part of the building permit application. 2. An architect should have design responsibility for the structures. Airport Manager 1. The proposed project is located beyond the 10,000 foot horizontal surface in the Airport's Conical Surface, which is a 20:1 slope extending 4,0000 feet beyond the outer edge of the Horizontal Surface. The project site is-approximately 600 feet east of the edge of the horizontal surface. The slope of the conical surface would be at an altitude of 209 feet above sea level. 2. The proposed project is located approximately 10,600 feet from the Centerline of the airport. The project area ground level is primarily 343 feet above sea level. The height that would penetrate the Airport's Conical Surface at the project site is 209 feet above sea level. Because of the height of the proposed buildings and the fact that there are other buildings around the site of equal or greater height, the project will probably have a minor impact upon the airport. A Notice of Proposed Construction should be submitted to the FAA for review and a completed review from-the FAA stating that these is no impact should be required prior to issuing a building permit. ADVNOTE.DOC\ Renton Shell LUA-96-087,SA,ECF • Advisory Notes (Continued) Page -3- Police Department 1. Based upon the size of the building it is anticipated that the proposed development will generate 2.29 calls for service annually. The actual number of calls will probably be much higher, as gas station are a target for robbery and theft. 2." During the construction phase of this project, care should be taken to secure all building materials and tools to help prevent burglary and theft. 3. Both during the construction of the buildings and during the operation of the facilities, strong external security lighting is recommended. 4. Management and employees need to comply with WAC 296-44-10203, a copy of which can be obtained from the City Police Department. The training outlined in the WAC is provided free of charge by the Police Department's Crime Prevention Unit (235-2571). Community Services Department • 1. The Tam Junipers is a low growing (height 18") and spreading (10' 20') plant. It is recommended that further investigation be completed on the recommended plant materials and that alternative plan materials be considered. This juniper will grow over the sidewalk area. In addition, if the mint julip juniper is used adjacent to entrances onto the property or at the intersection of roadways, the six foot height of the plant at maturity could interfere with the visual access at this site. • ADVNOTE.DOC\ AFFIDAVIT OF PUBLICATION R • Jessica Pnrg , being first duly sworn on oath states that he/she is the Legal Clerk of the . VALLEY DAILY NEWS . 600 S. Washington Kent, WA. 98032 ' a daily newspaper published six (6) times week. •Said newspaper is a legal ' newspaper ofgeneral circulation and is now and has been for more than six , f NbTICE OF-ENVIRONMENTAL-- p DETERMINATION months prior to the, date of publication referred to, printed and published in the i ENVIRONMENTAL REVIEW-COMMITTEE English language continually as a daily newspaper in Kent, King County, Wash- • ,RENTON,WASHINGTON • ington. The Valley Daily News has been approved as a legal newspaper by order i The Environmental Review Committee Non- of the Superior Court of the State of Washington for King County. (ERcj has issued a Determination of Non- i Significance - Mitigated for the following The notice in the exact form attached, was published in the Valley Daily News protect under the authority of the Renton (and not in supplement form) which was regularly distributed to the subscribers ; Municipal Code. . RENTON SHELL during the below stated period. The annexed notice, a + LUA-96-087,SA,ECF . Applicant seeks approval to construct • Notice of Env n e t service'station and car wash.Location:NW i corner of Olympia Ave.and NE 4th St. z The 15 day comment/14 day appeal pert -- -- ods for this project will run concurrently and _., end at 5:00 p.m:on September 3,•195 j.- .. Appeal procedures and the mitigation.mea- was published on 8-i9-9 6 sures imposed by the City of Renton's Envi- ronmental Review Committee are available The full amount of the fee charged for said.foregoing publication is the sum of at the Development Services Division,Third 9 9 9 Floor,Municipal Building,Renton,Washing- ton•98055.Phone:235-2550.You should be '3 1 _6 q ! I prepared to make specific factual objec- $ i' tions. Published in the Valley Daily News. August 19, 1996. 1971 i L a Clerk, alley D fly News _ • �y Subscribed and sworn before me this ( da f / 19 t • *SAW A • Notary Public or the State of Washington - • t/. gtrifrjr residing at Auburn • o� King County, Washington VON„a. $' .' .* . NOTICE OF ENVIRONMENTAL DETERMINATION ENVIRONMENTAL REVIEW COMMITTEE RENTON, WASHINGTON The Environmental Review Committee (ERC) has issued a Determination of Non-Significance - Mitigated for the following project under the authority of the Renton Municipal Code. 'RENTON SHELL LUA-96-087,SA,ECF Applicant seeks approval to construct service station and car wash. Location: NW corner of Olympia Ave. and NE 4th St. The 15 day comment/14 day appeal periods for this project will run concurrently and end at 5:00 p.m. on September 3, 1996. Appeal procedures and the mitigation measures imposed by the City of Renton's Environmental Review Committee are available at the Development Services Division, Third Floor, Municipal Building, Renton, Washington 98055. Phone: 235-2550. You should be prepared to make specific factual objections. Publication Date: August 19, 1996 Account No. 51067 • dnsmpub.dot . ( 1 • .., 1 ______: , . 1 . . . ; . . ... No"nct . ENVIRONMENTAL DETERMINATION • POSTED TO NOTIFY INTERESTED PERSONS OF AN ENVIRONMENTAL ACTION . PROJECT NAME: RENTON SHELL ' PROJECT NUMBER: LUA-90-0117,SA,ECF The applicant seeks approval to construct a 2.050 square toot Shell service station end a 2,375 square foot live bay,sell serve car wash.Location:NW corner of Olympia Avenue end NE Gth Street. • THE CITY OF RENTON ENVIRONMENTAL REVIEW COMMITTEE (ERCI HAS DETERMINED THATRONMENT THE PROPOSED ACTION DOES NOT HAVE A SIGNIFICANT ADVERSE IMPACT ON THE ' ENVI . AN ENVIRONMENTAL IMPACT STATEMENT WILL NOT BE REQUIRED. O YOU MAY COMMENT ON THIS DETERMINATION UNTIL 5:00 PM,_. THE CITY WILL NOT ACT ON THIS PROPOSAL UNTIL AFTER THIS DATE. I n APPEALS OF THIS DETERMINATION MAY BE FILED WITH THE CITY OF RENTON HEARING EXAMINER BY 5:00 PM,_ 1 { ® YOU MAY COMMENT ON THIS DETERMINATION BY 5:00 PM ON SEPTEMBER 3.1996 OR l APPEAL THIS DETERMINATION BY 5:00 PM•SEPTEMBER 3. 1996. THE COMMENT AND APPEAL PERIODS WILL RUN CONCURRENTLY. ---- - — I! riff I s ,M Z • L fi 'sI W.Ia N aRY•A•R12taN.' Iii' ' LUISA E'SNYDER ' I ..• i APARr0H11. rtir_ ;I" n� ;11 '.. 1 i:, 'iottc. zF 1.0� CS Y_I y¢'.•I1 't I.artt 1;r.'- li.. •,. `i® t NW \' wt. t ONAI 'II'I�1 ,�tae .. . �. GO .rl 'n ',We II 1 1' •. MA' ' 11 t•M,t I t. _ =a: �_ , . • N.E. =•:4TH� t 1 GA1 p.,,_l • FOR FURTHER INFORMATION,PLEASE CONTACT THE CITY OF RENTON,DEVELOPMENT SERVICES DIVISION AT-235-2550. • DO NOT REMOVE THIS NOTICE WITHOUT PROPER AUTHORIZATION Please Include the project NUMBER when calling for proper•tiile Identification.- r,,.,,,,,: CERTIFICATION • I, scunst4 JctckS ' , hereby certify that 3 copies of the above document were posted by me in 3 conspicuous places on or nearby the described property on Signed: Ya..91.Cel,Th 9a tiY1 T . STATE OF WASHINGTON • ) . ) SS COUNTY OF KING ) . I certify that I know or have satisfactory evidence that c11/V DI Ti4Gd< I `I►,jI°11'tlrrt,,,,. signed'this instrument and acknowledged it to be his/her/their free and voluntary;a.ct'f r. e-&e5 and purposes mentioned in the instrument. . 4. ••. .< 0(9/9(a , ' N 01-o0nyDated: • - = ---- - Notaryelic in "'It for the State of Wastiing'ton. t. • Nota• 'rint) fl-l�G - __ET -i: ' GL. My appointment expires: ep/q/94 NOTARY.DOC Nrcl (..._,t .,.,,\ ENVIRONMENTAL DETERMINATION POSTED TO NOTIFY INTERESTED PERSONS OF AN ENVIRONMENTAL ACTION PROJECT NAME: RENTON SHELL PROJECT NUMBER: LUA-96-087,SA,ECF The applicant seeks approval to construct a 2,050 square foot Shell service station and a 2,375 square foot five bay,self serve car wash. Location: NW corner of Olympia Avenue and NE 4th Street. • THE CITY OF RENTON ENVIRONMENTAL REVIEW COMMITTEE (ERC) HAS DETERMINED THAT THE PROPOSED ACTION DOES NOT HAVE A SIGNIFICANT ADVERSE IMPACT ON THE ENVIRONMENT. AN ENVIRONMENTAL IMPACT STATEMENT WILL NOT BE REQUIRED. YOU MAY COMMENT ON THIS DETERMINATION UNTIL 5:00 PM, . THE CITY WILL NOT' ACT ON THIS PROPOSAL UNTIL AFTER THIS DATE. APPEALS OF THIS DETERMINATION MAY BE FILED WITH THE CITY OF RENTON HEARING EXAMINER BY 5:00 PM, XXX YOU MAY COMMENT ON THIS DETERMINATION BY 5:00 PM ON SEPTEMBER 3, 1996 OR APPEAL THIS DETERMINATION BY 5:00 PM, SEPTEMBER 3, 1996. THE COMMENT AND APPEAL PERIODS WILL RUN CONCURRENTLY. • • • • • /Ic AC r:si t.t sI7 � ` . o4ek , �K7M—G • • /,ss 1;; "?� V I.of At, :HARRY .h RIT ZA•AN ,. • • �y ., L[IDA E •SNYDER • ?Q9.In '1,•SC" • - 7.1,eon �• I 1 .. r.�t6 7. 1 E-,� .r- ::::: ..r/.nc • 1 W. I 1 , ... L. .`cc .417... 1 `G. :rt/il . 7.14s I I +:: r, • 0 44f�.. ti . .. • V ALL.. li •i / Di Npri. •- 36 a' h �•/r ti .GS a �r _ ... I I 1 , ny• 1 1 I .. . .. 'Cb1 • • 2 g ; •r , I, - .. / ma. •� :.~W 1 to M .: '0.44Ac11 1 ' (mil t 1% .. �. GG • • 1lie 11 ,_ '!•3toe:� I� 'f /ts.I4 • It I I I tr,: . —.::----;------_._..- .... .; ;._. N.E. a .'-:r:.:- 4 TH— 87 ]..0 GA • • ermrrhiJ itlli • • .. I t • FOR FURTHER INFORMATION, PLEASE CONTACT THE CITY OF RENTON, DEVELOPMENT SERVICES DIVISION AT 235-2550. DO NOT REMOVE THIS NOTICE WITHOUT PROPER AUTHORIZATION ::.::: ::;:;«P ea 0I c d0: d'.ro" ct<NU.MBE.:wihe '''allin > :) ro a :file'dent•fc. t. . <:' '` ::>:€;:'<:: L . s..: ...n.. lu<...;:;th _:p..;:.J.� > ..: :. .R;: .. n,c.. .... 9.f_:.;.:P.,.:..P::r;:.:.....,I,. :.::a i �,,ion.:::::«,::�:::::::;.::.>. V... . . CITY OF RENTON Report DEPARTMENT OF PLANNING/BUILDING/PUBLIC WORKS & ENVIRONMENTAL REVIEW& Decision ADMINISTRATIVE LAND USE ACTION DECISION DATE August 13, 1996 Project Name Renton Shell Applicant S&S Design (Robert Downing) . File Number LUA-096-087,SA,ECF Project Manager Mark R. Pywell,AICP Project Description ' The applicant seeks approval to construct a 2,050 sf Shell service station and a 2,375 sf, five bay, self-serve carwash. Project Location NW corner of Olympia Ave. and NE 4th Street. Exist. Bldg. Area sf N/A Proposed New Bldg. Area sf 4,424 sf Site Area 33,802 sf Total Building Area sf . I_ 4,425 sf [� • --Tt-s i— 7..1.4.9 I - I'r 1 a t v+ o. 0 �1 /N- 049Ac N QM_G, ' Fin 44 I, ' Sire . .. . ,t,,;. 6c33 t I, . ( • •los ' ,:'ioo� I-09 A C \I .HARRY `h• 121 T ZA•A..N i.:. � �� n LIMA E SNYDER „n 1� ci' I �•. �I, I. fNI6N It • - _ ; 33---J . •,, , ..1 _ . 'i Plf+ r.1.is LI ti - •:II 3,03* : CS ti,- 1-, ' . .. i at ' T ?--, .. .c.s..--:-, ..7.1. - ... .:-.. ii . .-::.. __ r • 14 ... „Lig_ : •,. ... _ • 1 . „.4.i.,, ,t....„.: . , .,... ?.. :;.. 4 Lcr i„., .0 .. : . . -,(5 .... -. --,-,--. i .. . S.RY/C! 4jC \ e . . .4.Q ..�f I :-.0.45AC� -I..I�i-1 L -I.I :- . ... _ . . �. rn n, • V I r 1'14•3 •:7.L..43 I k �_ f r • -• _ • �TL-7i . z 1 �.Q, ram. , . S a _. v�..-. i J :Ns) 1,--I. M•tf," ��i1 •- •, .. . 1 .co e �r 4 • TC;192!f• 1 r r ._. Ir a N r v but II ,++ h :044Ad1 -.I 0 11 -• 4!) -- �. NW 4 to . : _ _ I r� v 1I 1 r I r• • _ I I 6L' i.. I :204: �_ I I '! , rsS.1i I I• j I I o , SIE..9 !18 K Si v„, i GA • CEMEr F tY - • OFFI=E I ENVIRONMENTAL REVIEW Al,— ADMINISTRATIVE SITE PLAN Renton Shell DECISION DATE: August 13, 1996 Page 2 Part One: PROJECT DESCRIPTION/BACKGROUND The applicant has submitted an environmental checklist and an administrative site plan in order to construct a Shell service/mini-mart station and a five bay, self-serve, carwash. The project site is 98 feet wide by 345 feet long. The narrow side of the property faces onto NE 4th Street and the wide side of the property fronts on Olympia Ave. NE. Part Two: ENVIRONMENTAL REVIEW A. Environmental Impacts The Proposal was circulated and reviewed by various City Departments and Divisions to determine whether the applicant has adequately identified and addressed environmental impacts anticipated to occur in conjunction with the proposed development. Staff reviewers have identified that the proposal is likely to have the following probable impacts: 1) Earth - Impacts: The site for the most part gently slopes downward from the Northeast corner to the Southwest corner of the site. The steepest slope will be at the north end of the subject property where an 11% slope occurs for approximately sixty feet adjacent to the North property line. The applicant will be grading the site so that it is relatively flat but will still allow for the natural drainage to occur. • A retaining rockery will need to be constructed at the north end of the parcel that will have a maximum height of approximately four feet. This will benefit the adjacent home to the north in that it will lower the elevation where the noise generators (vacuum cleaners& car wash facility) are located and place them in an amphitheater that will help to mitigate any potential noise impacts. The grading will include 990 cubic yards of cut and 160 cubic.yards of fill. This will, require the exporting of approximately 830 cubic yards of material. Approximately 42 truck trips will be required to remove this material (based upon a calculation of 20 cubic yards of fill per truck). This will not be a significant amount of traffic in this area. Mitigation Measures: No further mitigation measures are required. Policy Nexus: N/A 2) Air Impacts: Adverse air quality impacts during the construction phase of the project should be limited to fugitive dust and the exhaust from the construction vehicles and equipment. The dust will be mitigated by the Code-required temporary erosion control measures that include the sprinkling of the site as required. Vehicle and gas-powered equipment exhaust is already regulated at the State and federal level. There are no special circumstances on this project that would require additional mitigation measures beyond those established by those existing regulations. Adverse air quality impacts.during the operation of the proposed project include vehicle exhaust, heaters for the buildings and hot water, and from the refueling of vehicles. All of these sources of the adverse impacts are already regulated by State and federal standards and no further mitigation is required. Mitigation Measures: No further mitigation measures are required. Policy Nexus: N/A - 3) Water Impacts: The project site is currently vacant. The surface water runoff currently collects along NE 4th Street where it enters into the Cities storm water system. The applicant will be paving the majority of the site (approximately 30,000 sf). Surface water quality *ill be provided 'by the two bio-filtration swales that are provided on the west side of the project. The site is exempt from the requirements for detention or retention due to its small size. The proposed development will generate less than 0.5 cfs of storm water and therefore, is exempt from the requirements of the King County Surface Water Design Manual as adopted by the City of Renton. The preliminary storm water plan has been approved by the Plan Review Section. A final plan will need to be provided as part of the construction permit application. Mitigation Measures: No further mitigation required beyond the Code-required improvements. Policy Nexus: N/A , ENVIRONMENTAL REVIEW A :_._ADMINISTRATIVE SITE PLAN Renton Shell DECISION DATE: August 13, 1996 - Page 3 4) Utility/Services Transportation Impacts: It is anticipated that the proposed Shell service station will generate 323.6 new daily trips, based upon the ITE Manual. The City has established a traffic impact mitigation fee of$75.00 per trip. This is a one time fee. The applicant will need to submit a'fee of$24,700.00 to mitigate the impacts the anticipated traffic flows will have on the City's transportation system. Mitigation Measures: The applicant shall submit a traffic impact fee of$75.00 per new trip generated (323.6 trips x $75.00 per trip= $24,700.00) prior to the issuance of building permits. Policy Nexus: Environmental Ordinance, Resolution 3100 Police and Fire Impacts: Police Department staff report adequate resources to respond to the:anticipated calls for service from the proposed project. Fire Prevention Bureau staff have provided a list of requirements, both Code-required and,non- Code-required, that the applicant will need to comply with in order for the proposed service station to be fully protected. The applicant will need to ensure that there are three fire hydrants that can serve this site. The applicant will also need to submit a fire mitigation fee of$0.52 per square foot of new building. The fire mitigation fee will need to be submitted prior to the issuance of building permits. The fee is used to mitigate the potential adverse impacts of new development on the existing fire response system. Mitigation Measures: The.-'applicant shall submit afire mitigation fee of$0.52 per square foot of building ($0.52 x 4,425 = $2,301.00) prior to the issuance of building permits. Policy Nexus: Environmental Ordinance, Resolution 2895 5) Noise Impacts An adjacent has submitted a letter expressing concern regarding the potential adverse impacts that the noise generated by the proposed service station will have on his living environment. In response to these concerns the applicant has modified the proposal to include a six (6) foot tall sound wall that will be constructed along the rear property line. This plus the grade differential.should'provide adequate noise protection for the adjacent residential property. Mitigation Measures No further mitigation required beyond the Code-required improvements.' Policy Nexus N/A 6) Aquifer Protection Zone 2 Impacts: The project is located with the Aquifer Protection Area Zone 2. The applicant will need to take steps to protect the aquifer during the construction phase and the operation of the proposed facility. During construction the applicant and the contractors will need to take steps to ensure that adequate measures, in accordance with the Aquifer Protection Ordinance, are taken to prevent oil and fuel spills from occurring on-site. The applicant has already designed a drainage system in accordance with ordinance requirements. The,surface'runoff from the fuel island area will be diverted into an oil/water separator and discharged into the sanitary sewer system to ensure that this runoff will not enter into the surface water system. Mitigation Measures: No further mitigation measures are required. Policy Nexus: N/A ENVIRONMENTAL REVIEW A:.,ADMINISTRATIVE SITE PLAN Renton Shell DECISION DATE: August 13, 1996 Page 4 B. RECOMMENDATION Based on analysis of probable impacts from the proposal, staff recommend that the Responsible Officials make the.following Environmental Determination: DETERMINATION OF DETERMINATION OF • • NON-SIGNIFICANCE NON-SIGNIFICANCE-MITIGATED.' • • Issue DNS with 14 day Appeal Period. X Issue DNS-M with 15 day Comment Period with Concurrent 14 day Appeal Period. Issue DNS with 15 day Comment Period with . ' Issue DNS-M with 15 day Comment Period Concurrent 14 day Appeal Period. followed by a 14 day Appeal Period. • C. MITIGATION MEASURES: 1. The applicant shall submit a traffic impact fee of$75.00 per new trip generated(323.6 trips x$75.00 per trip= $24,700.00)prior to the issuance of building permits. 2. The applicantshall submit,a fire mitigation fee of$0.52 per square foot of building ($0.52.x.4,425 =,$2,301.00) prior to the issuance.of building permits. Advisory Notes to Applicant: • The following notes are supplemental information provided In conjunction with the environmental determination. Because these notes are provided as information only,they are not subject to the appeal process for environmental determinations. 1. Garbage and recyclable deposit areas and collection points shall be easily and safely accessible to hauling trucks. Fire Prevention Bureau • 1. The preliminary fire flow required is 2,500 gpm. Three fire hydrants are required. One fire hydrant is required within 150- feet of the proposed structure and two fire hydrants are required within 300-feet of the structure. 2. Separate plans and permits are required for the installation of all underground storage tanks and tank monitoring systems. Water Utility 1. No water main extensions required for this project. 2. Fire service and hydrants shall comply with City of Renton Standards. Waste Water Utility 1. An 8" sewer main extension in Olympia Ave NE to the north property line of the site is required for this project. 2. A private side sewer is required to connect the new building to the public sewer main. The runoff from the service pump area must be connected to the sanitary sewer via a•oil/water separator. Surface Water Utility 1. The applicant has submitted a preliminary drainage plan'and drainage report for this project. The drainage plan includes the required water quality features for this size project. The Plan Review Section has reviewed and approved the preliminary plan and report as submitted. ENVIRONMENTAL REVIEW A2:-ADNIINISTRATIVE SITE PLAN Renton Shell DECISION DATE: August 13, 1996 Page 5 Transportation 1. Street improvements are required along the west side of Olympia Ave NE adjacent to the project site. These improvements include new concrete curb, gutter and sidewalks; with paving extended from the edge of the existing pavement to the new gutter. The pavement section for this portion of Olympia Ave NE is required to be a minimum of 28 feet in width. 2. Street lighting to meet lighting levels set by City Code are also required along the west side of Olympia Ave NE. 3. The standard right-of-way width is 50 feet for Olympia Ave NE. This project is required by City Code to dedicate an additional 5 feet of right-of-way along the west side of Olympia Ave NE. 4. .City Code_does allow for modification and/or waiver of the above listed street improvement requirements. If the applicant wishes to request a modification or waiver to these requirements,•a written request.with justifications should be submitted to the Plan Review Section for consideration. Plan Review-General 1. All plans shall conform to the Renton Drafting Standards. 2. A construction permit is required. When plans are complete three copies of the drawings,two copies of the drainage report, a construction estimate, application and appropriate fee shall be submitted to the fourth floor counter. A fee worksheet is attached for your use. However, it is recommended to call 235-2631 to verify the fees as generated,by the permit system prior to issuing a check. Construction Services 1. A soils report will be required as part of the building permit application. 2. An architect should have design responsibility for the structures. Airport Manager 1. The proposed project is located beyond the 10,000 foot horizontal surface in the Airport's Conical Surface, which is a 20:1 _slope extending 4,0000 feet beyond the outer edge of the Horizontal Surface. The project site:is approximately 600 feet east of the edge of the horizontal surface. The slope of the conical surface would be at an altitude of 209 feet above sea level. 2. The proposed project is located approximately 10,600 feet from the Centerline of the airport. The project area ground level is primarily 343 feet above sea level. The height that would penetrate the Airport's Conical Surface at the project site is 209 feet above sea level. Because of the height of the proposed buildings and the fact that there are other buildings around the site of equal or greater height, the project will probably have a minor impact upon the airport. A Notice of Proposed Construction should be submitted to the FAA for review and a completed review from the FAA stating that these is no impact should be required prior to issuing a building permit. Police Department . 1. Based upon the size of the building it is anticipated that the proposed development will generate 2.29 calls for service annually. The actual number of calls will probably be much higher,as gas station are a target for robbery and theft. 2. During the construction phase of this project, care should be taken to secure all building materials and tools to help prevent burglary and theft. 3. Both during the construction of the buildings and during the operation of the facilities, strong external security lighting is recommended. 4. Management and employees need to comply with WAC 296-44-10203, a copy of which can be obtained from the City Police Department. The training outlined in the WAC is provided free of charge by the Police Department's Crime Prevention Unit (235-2571). Community Services Department • . 1. The Tam Junipers is a low growing (height 18") and spreading (10' - 20') plant. It is recommended that-further investigation be completed on the recommended plant materials and that alternative plan materials be considered. This juniper will grow over the sidewalk area. In addition,if the mint julip juniper is used adjacent to entrances onto the property or at the intersection of roadways, the six foot height of the plant at maturity could interfere with the visual access at this site. ENVIRONMENTAL REVIEW[ ._.-ADMINISTRATIVE Sim PLAN Renton Shell DECISION DATE: August 13, 1996 Page 6 Part Three: ADMINISTRATIVE LAND USE ACTION Report & Decision A. Type of Land Use Action x Site Plan Review Shoreline Substantial Development Permit Conditional Use Binding Site Plan Special Permit for Grade &Fill - Administrative Code Determination B. Exhibits The following exhibits were entered into the record: Exhibit No. 1: Yellow file containing: application, proof of posting and publication, environmental review and other documentation pertinent to this request. Exhibit No. 2: s Drawing No. A-1 of 1, Site Plan(Received August 6, 1996). Exhibit No. 3: Drawing No: B-1 of 2, Building Floor Plan (Received July 11, 1996). Exhibit No. 4: Drawing No. B-2 of 2, Building Elevation(Received July 11, 1996). Exhibit No. 5: Drawing No. L-1 of 1, Landscape Plan (Received August 6, 1996). Exhibit No. 6: Drawing No.s Dwg 1-4, Site Civil (Received July 11, 1996). Exhibit No. 7: Drawing No. 11 of 1, Sign Elevation • C. Consistency with Site Plan Criteria • City staff shall review and actupon site plans based upon comprehensive planning considerations and the following criteria. These criteria are objectives of good site plans to be aimed for in development within the City of Renton. However, strict compliance with any one or more particular criterion may not be necessary or reasonable. These criteria also provide a frame of reference for the applicant in developing a site, but are not intended to be inflexible standards'or to discourage creativity and innovation. The site plan review criteria include, but are not limited to, the following: 1. GENERAL CRITERIA: a. Conformance with the comprehensive plan, its elements and policies; The project site is designated as Center Suburban on the Land Use Map of the Comprehensive Plan. Objective LU-T: Develop suburban centers which provide a wide range of consumer goods and services to an area that includes several neighborhoods, but is smaller than the entire city. The proposed service station/mini-mart with a carwash is designed to serve the adjacent residential neighborhoods. The proposed project is consistent with the policies of the Comprehensive Plan. b. Conformance with existing land use regulations; The project site is zoned CS (Center Suburban). The CS zone requires that all roof-top equipment be screened from public view. The applicant has provided plans that demonstrate the typical placement of the roof-top equipment and the screening of the equipment. The site plan demonstrates the location of the trash enclosure. The location appears to be readily accessible for the contractor's trucks to access the area. The applicant will need to operate this area in accordance with the City's ordinances in regards to screening and recycling. ENVIRONMENTAL REVIEW A2.— ADMINISTRATIVE SITE PLAN Renton Shell DECISION DATE: August 13,,1996 Page 7 The proposed project is consistent with the CS zoning. Development standards in regards to lot coverage, landscaping, and setbacks are discussed in detail below. c. Mitigation of impacts to surrounding properties and uses; The project islocated adjacent.to a.residential area to the north. 'The proposed buildings are single story and allow for approximately 6,500 sf of landscaping on-site. The applicant will also be constructing a noise barrier wall along the north boundary of the project. The wall will help to minimize the potential impacts of the project on the existing residential,development. The area along NE 4th Street has for the most part developed as commercial structures. The proposed structure is compatible with,the adjacent development. The landscaping of the site along NE 4th Street will give this proposal a similar appearance to the existing development in this area. d. Mitigation of impacts of the proposed site plan to the site; (1) LOT COVERAGE Lot coverage shall conform to the"requirements of zone in which the proposed use is to be located. The CS zone permits a maximum lot coverage of 65% of the total area. The applicant has a 33,806 square feet. Therefore, the Code would allow a building coverage of 21,974 square feet.. The two buildings proposed by the applicant cover'4,940 sf. The canopy will cover an . additional 2,242 sf for a total area of 7,182 sf. The area covered by buildings is 21% of the project site. (2) Yards:. Yards shall conform to the requirements of the zone in which the proposed use is to,be located. Additions to,the structure shall not be allowed in any required yard.. The only yard requirements in the CS zone for buildings is the ten foot setback along street frontages and this may be reduced to zero through the site plan review process. The proposed structures are approximately fourteen feet in height:and.are located a minimum of five feet back from the property line except for the carwash that is proposed to be located on the side yard property line. In this instance the side yard is also the second street frontage boundary for the project site. By reducing the setback for the carwash the applicant has been able to locate in a location where the building will buffer the adjacent residential area from most of the activity that occurs on-site. Also, even though thebuilding will be located in what otherwise would be a landscaped set back area, it actually allows the applicant to provide more landscaping on-site by reducing the size and number of driveways that would have been required for the carwash. The carwash was originally proposed to be located on a north-south orientation. In discussing the project with the applicant the orientation of the carwash was changed to the east-west orientation that is now proposed. This resolved two issues. It located-the outdoor vacuum cleaners further from the residential property and offered an additional structure to act as a noise barrier. It also relieved some constricted vehicle turning radii on the project site. 3) Height: Building and structure heights shall conform to the requirements of the zone in which the proposed use is to be located. Spires, belltowers, public utility antennas or similar structure may exceed the height requirement upon approval of a variance. Building heights should be related to surrounding used in order to allow optimal sunlight and ventilation, and minimal obstruction of views from adjacent structures. The maximum height limit in the CS zone is fifty feet. The buildings proposed by the applicant are approximately fourteen feet in height. The proposed buildings are consistent with the development standards. . ENVIRONMENTAL REVIEW AI:-- ADMINISTRATIVE SITE PLAN Renton Shell DECISION DATE: August 13, 1996 Page 8 e. Conservation of area-wide property values; The proposed project will develop a vacant lot with a use permitted in this area by the Center Suburban zoning and Comprehensive Plan. The development of the property will help to conserve area-wide property values as vacant lots frequently attract litter and other nuisances that detract from the,value of an area. f. Safety and efficiency of vehicle and pedestrian circulation; The applicant is required-to provide four standard parking stalls'and one handicapped parking stall. Thesite.-plan developed°by.the.applicant provides the required parking. The,applicant has drawn the ‘parking as 90 degree angle parking. The Code requires a minimum aisle width of 24' and the applicant is only providing a 22' aisle width. The applicant will need to amend the plans to provide angled parking that will accommodate a narrower aisle width. The project will generate approximately 324 vehicle trips per day. Three access points are provided, two onto Olympia Ave. and one onto NE 4th Street. This will allow for adequate access to the proposed development. On-site circulation is well laid out. The parking associated with the mini-mart is directly adjacent to the building and.out of the way of the fuel islands and carwash. This will•minimize the on-site pedestrian and vehicle circulation conflicts. g. Provision of adequate light and air; The:proposed buildings=are well setback.from.the property boundaries and each other. This will allow ,adequate 'ventilation. around-each of the.buildings _and allow:for natural light to reach each•of the buildings. h. Mitigation of noise, odors and other harmful or unhealthy conditions; Noise and glare should be minimized as the project is designed. The six foot sound wall along the rear of the site will minimize the noise impacts on the adjacent residential area. The wall and perimeter landscaping will also help to contain the light on the project site. i. Availability of public services and facilities to accommodate the proposed use;and The applicant is required to install the road improvements along Olympia Ave. These would include matching paving, curbs, gutters, sidewalks, and dedications. The applicant is also required to install a sewer main in Olympia Ave. for the length of the property. The applicant may apply to the Board`of Public Works to modify or waive these requirements. There are existing utility lines in NE 4th Street into which the applicant can connect. j. Prevention of neighborhood deterioration and blight. The applicant has provided an adequate landscape plan for the project site. The Community Services Department noted some concerns in regard to the plant materials selected by the applicant. In accordance with these concerns the applicant modified the landscape 'plan and removed the junipers from the corner area. The applicant has acknowledged that he will need to prune the shrubs as required to ensure that they do not encroach into the sidewalk areas. 2. SIGNAGE: The applicant proposes to'erect a pole sign at the intersection of NE 4th Street and Olympia Ave. NE. The pole sign will be 30 feet tall and 149.5 square feet in area per face. The applicant is allowed a maximum area of 150 square feet of area per face due to the 300 feet of the street frontage along Olympia Ave. The height of the pole sign (30') makes it a structure that requires a ten foot setback from each of the street frontages. ENVIRONMENTAL REVIEW A::.. ADMINISTRATIVE SITE PLAN Renton Shell DECISION DATE: August 13, 1996 Page 9 The proposed sign is located appropriately from Olympia Ave. NE but is located within 10 feet of the NE 4th Street property line. The applicant will need to either lower the height of the sign to twenty-five (25) feet, relocate the sign, or apply for a variance before the applicant can submit for a sign permit. The applicant is also proposing to have wall signs on the canopy over the fuel islands. These signs are sized appropriately and are permitted. D. FINDINGS, CONCLUSIONS & DECISION Having reviewed the written record in the matter, the City now enters the following: 1) Request: The Applicant, S&S Design (Robert Downing), has requested Environmental Review and Site Plan Approval for Renton Shell (Tommy Yee). 2) Environmental Review: The applicant's file containing the application, State Environmental Policy Act (SEPA) documentation, the comments from various City departments, the public notices requesting citizen comment, and other pertinent documents was entered as Exhibit No. 1. 3) Site Plan Review: The applicant's site plan application complies with the requirements for information for conditional use. The applicant's site plan and other project drawings are entered as Exhibits No. 2 thru 7. 4) Comprehensive Plan: The subject proposal is consistent with the Comprehensive Plan designation of Center Suburban. 5) Zoning: The Conditional Use as presented, complies with the zoning requirements and development standards of the Center Suburban (CS) Zone. 6) Existing Land Use: Land uses surrounding the subject site include: North:_Residential_; East: Commercial; South: Commercial; and West: Commercial_ E. Conclusions 1) The subject proposal complies with the policies and codes of the City of Renton. 2) The proposal complies with the Comprehensive Plan designation of Center Suburban; and the Zoning designation of Center Suburban. F. Decision The Administrative Site Plan Permit for Renton Shell, File No. LUA-96-087,CU, is approved subject to the following conditions. 1. The applicant shall submit a sign permit application with a sign plan that meets the development standards for the Center Suburban Zone prior to the issuance of building permits. 2. The applicant shall submit a revised site plan that demonstrates a parking layout in accordance with the Code- requirements. The revised site plan shall be submitted with the application for building permits. Copies of all Review Comments are contained in the Official File. X Copies of all Review Comments are attached to this report. • ENVIRONMENTAL REVIEW ADMINISTRATIVE SITE PLAN Renton Shell DECISION DATE: August 13, 1996 Page 10 DATE OF DECISION ON LAND USE ACTION August 16, 1996 SIGNATURES 0-/6 am s C. Hanson,Zoning Administrator date • ichael D.Kattermann, oning Administrator date TRANSMITTED this 19th day of August, 1996 to the applicant and owner: Tommy Yee 34406 14th Way SW Federal Way, WA 98023 Robert Downing S&S Design 12303 Cyrus Way Mukilteo, WA 98275 TRANSMITTED this 19th day of August, 1996 to the parties of record: Loren Anderson 465 Olymoia Ave. NE Renton, WA 98056 TRANSMITTED this 19th day of August, 1996 to the following: Bob Arthur,Land Use Inspector Jim Chandler,Building Official Art Larson,Fire Marshal Neil Watts,Public Works Division Lawrence J.Warren,City Attorney Valley Daily News Land Use Action Appeals & Requests for Reconsideration The decision on the requested administrative land use action is being made concurrently with the Environmental Determination. The administrative land use and environmental decisions will become final if the decision/decisions is not appealed within 14 days of the date of the publication. An appeal of either or both decisions must be filed within the 14 day appeal period (RCW 43.21.C.075(3); WAC 197-11-680). • ENVIRONMENTAL REVIEW A1.�.ADMINISTRATIVE SITE PLAN Renton Shell DECISION DATE: August 13, 1996 Page 11 REQUESTS FOR RECONSIDERATION must be filed in writing on or before September 3, 1996.Any aggrieved person feeling that the decision of the Site Plan Review Committee is based on erroneous procedure, errors of law or fact, error in judgment, or the discovery of new evidence which could not be reasonably available at the prior meeting, may make a written request to the Zoning Administrator for review by the Site Plan Committee within fourteen(14)days of publication. This request shall set forth the specific errors relied upon by such appellant, and the Committee may, after review of the record,take further action as it • • deems proper. If an appeal is made to the Hearing Examiner, requests for reconsideration will be forwarded to that office for consideration at the same time as the appeal. AN APPEAL TO THE HEARING.EXAMINER is governed by Title IV, Section 4-8-11.B,which requires that such appeals be filed . directly with the Hearing Examiner. Appeals must be made in writing before 5 p.m.on September 3, 1996. Any appeal must be accompanied by a$75.00 fee and other specific requirements. THE APPEARANCE OF FAIRNESS DOCTRINE provides that no ex parte(private one-on-one)communications may occur concerning land use decision. The Doctrine applies not only to the initial committee decision, but to all Request for Reconsideration as well as•Appeals to the Hearing Examiner. All communications after the decision date must be made in writing through the Zoning Administrator. All communications are public record and this permits all interested parties to,know the contents of the communication and would allow them to openly rebut the evidence in writing. Any violation of this doctrine could result in the invalidation of the request by the Court. . • • To: Gregg Zimmerman, Planning/Building/Public Works Administrator Sa Chastain, Comunity Services Administrator Lee Wheeler, Fire Chief From: Jim Hanson & Mike Kattermann 0 Agenda listed below. Renton Shell (New) (Pywell/5586) LUA-96-087,SA,ECF The applicant proposes to construct a 2,050 SF gas station and convenience store with a 2,375 SF, five bay, self serve car wash. Location: NW corner of NE 4th & Olympia. • • • cc: J.Covington,Executive Assistant to the Mayor L.Warren,City Attorney (R) F.Kaufman,Hearing Examiner S.Carlson,Economic Development Specialist (R) J.Gray,Fire Prevention A.Larson,Fire (R) P.Pierce,P/B/PW Admin 465 Olympia Ave. NE Renton, WA 98056 (206) 255-6197 July 25, 1996 • Mark R. Pywell, Senior Planner /V0 Planning/Building/Public Works � City of Renton o -f4o�M200 �99. Renton, WAvenue South R98055 CiTyoF f kw Al Subject : Renton Shell Building Permit Application (LUA-96-087, SA, ECF) Dear Mr. Pywell This letter is a follow-up to our conversation on Wednesday, July 24th at the Renton City Hall Building. I visited your office to inquire' abdut the status 'of the Renton Shell project shown above . My home, is on a parcel of 'property °immediately adjacent to the Renton Shell site on the north side . I have been a resident in that single family dwelling almost continuously since 1960 . During that time, I have witnessed the encroachment of various types of development, both commercial and multi-family, adjacent to our residential property. This latest development will surely have the most dramatic impact . Our house is on a parcel whose grade is approx. 15 - 20 feet above the project site . Therefore, the view from the front side of our house (including the master bedroom) , looks directly down onto the project site . As neighbors, we have four main areas of concern: 1 . Increased noise 2 . Visual impacts 3 . Traffic 4 . Safety and security Based upon my own` personal'experience' and the common agreement of most people, service station/mini-mart businesses can have a severe impact on their 'immediate neighbors. There will -be cars coming and going at all hours of the day and night with the I. attendant door slamming and motor noise. We can also expect slamming of dumpster lids as well as loud voices, perhaps by intoxicated customers . Mini-marts often attract undesirable patrons who come to loiter, sometimes into the late hours of the evening. With this type of business, there will also be the noise of car wash spray and the whining of industrial automotive vacuums, perhaps 24 hours a day. I am realistic enough to understand I cannot prevent this type of development in an appropriate commercial zone. However, I would like the City of Renton to require mitigation measures for this Renton Shell project to help preserve the constantly diminishing quality of life we have in our single family residence. My suggestions follow: ♦ Require the construction of a high brick wall separating the service station site from our residential property. This solid wall would help reduce noise, prevent line-of-sight vision between mini-mart customers and our house, and discourage outright trespassing onto our property. ♦ Since a huge increase in traffic can be anticipated on Olympia Avenue NE near NE 4th Street, additional signage will be needed to indicate Olympia Avenue is a dead end street with "No Through Traffic" and "No Turnaround" . ♦ Restrictions should be placed on the operating hours of the car wash .bays and automotive vacuums . To prevent interruption of sleep, both to us and adjacent apartment dwellers, operation should not be allowed between 10 : 00 pm and 8 : 00 am. According to the site plan, the car wash bays and vacuum stations will be only a short distance away from our bedroom window. Please give my comments 'and suggestions careful consideration. Decisions made during your administrative and environmental reviews will have far reaching consequences in the lives of myself and my family. Thank you. Sincerely Loren Anderson • CITY OF RENTON MEMORANDUM Date: July 25, 1996 • To: Mark Pywell From: Paul Lumbert, Plan Review ,11K6€) i Subject: Renton Shell on NE 4th St LUA-96-087, SA, ECF EXISTING CONDITIONS WATER - Supplied by City of Renton. A 12" water main is available in NE 4th St and Olympia Ave NE adjacent to this site. These mains are a portion of an existing water main loop around the site. SEWER - Supplied by City of Renton. A 8" sewer main is available in NE 4th St adjacent to this site, with a short stub extended into Olympia Ave NE along the southerly portion of the property. STORM - Drainage from this site is conveyed in a 12" storm main on the north side of NE 4th St to the 36" storm main in Monroe Ave NE. This system flows to the south, to the 48" infiltration pipe system. ' r ' STREETS - NE 4th St is fully improved with full paving, curbs, gutters, sidewalks and street lighting. Olympia Ave NE is a partially improved dead-end right-of-way with approximately 25 feet of paving. There are no sidewalks, curb or street lighting on this portion of Olympia Ave NE. The right-of-way width for this portion of Olympia Ave NE'is 40 feet. The right-of-way dead-ends about 100 feet north of this site. V • CODE REQUIREMENTS WATER 1. No water main extensions required for this project. 2. Fire service and hydrants shall comply with City of Renton Standards. SANITARY SEWER 1. An 8" sewer main extension in Olympia Ave NE to the north property line of the site is required for this project. 2. A private side sewer is required to connect the new building to the public sewer main. The runoff from the service pump area must Vbe connected to the sanitary sewer via a oil/water separator. SHELL1.DOC V SURFACE WATER ' 1. The applicant has submitted a preliminary drainage plan and drainage report for this project. The drainage plan includes the required water quality features for this size project. The Plan Review Section has reviewed and approved the preliminary plan and report as submitted. TRANSPORTATION 1. A Traffic Mitigation Fee of $24,700 will be due prior to isssuance of the building permit (see separate fee calculation sheet). 2. Street improvements are required along the west side of Olympia Ave NE adjacent to the project site. These improvements include new concrete curb, gutter and sidewalks; with paving extended from the edge of the existing pavement to the new gutter. The pavement section for this portion of Olympia Ave NE is required to be a minimum of 28 feet in width. 3. Street lighting to meet lighting levels set by City Code are also required along the west side of Olympia Ave NE. 4. The standard right-of-way width is 50 feet for Olympia Ave NE. This project is required by City Code to dedicate an additional 5 feet of right-of-way along the west side of Olympia Ave NE. 5. City Code does allow for modification and/or waiver of the above listed street improvement requirements. If the applicant wishes to request a modification or waiver to these requirements,, a written request with justifications should be submitted to the Plan Review Section for consideration. PLAN REVIEW - GENERAL 1. All plans shall conform to the Renton Drafting Standards. 2. A construction permit is required. When plans are complete three copies of the drawings, two copies of the drainage report, a construction estimate, application and appropriate fee shall be submitted to the fourth floor counter. A fee worksheet is attached for your use. However, it is recommended to call 235-2631 to verify the fees as generated by the permit system prior to issuing a check. RECOMMENDED CONDITIONS 1. Temporary Erosion Control shall be installed and maintained to the satisfaction of the representative of the Development Services Division for the duration of the project. 2. A construction plan indicating haul route and hours, construction hours and a traffic control plan shall be submitted for approval prior to any permit being issued. Haul hours shall be restricted to between 8:30 a.m. to 3:30 p.m. unless approved in advance by the Development Services Division. Attachments - Property Management Fee Calculation Traffic Mitigation Fee Calculation CC: Neil Watts - H:rplanreview/shells SHELL1.DOC • :....:¢9/.�:i}i'l,.;S.�CC{rM.':hK�r.�.•i,,h:..:::w�.}::.i�r4Y.h%'^.::•ii4:i}:ti�•yy::::., (...Y•%x:.;...;r0 fG'S ? u:hH %ir y�a �r /y � �P€�Rr �T • � r w mF ' y¢ ':} ..........................:::..f.%h:;:::i.x..:n{;.;:•..:i;i:Y.;::{'/,.}}i%•n..:...:xr.•/.?i{'{}}:!:YS.Lt:/•.}xx..y::.'::::•X•:::..:J.h�:'�i:fhn::.:Hrf.: ]�Y.�..: Project Name Rehlo i S lie//- 111 F 4 St Project Address IJ u) c.o v h e v 0-f' kg 41" S t Ohripi ci A'vt Ai E Contact Person Robert. Down 1 y e/O Set S DessVi' Address 12303 C y ru4 tOaLJ ) Acrkl/tea t071 c7$275 Phone Number (20 2 ) - 7 y Z - y 4 4- Permit Number LL)A - q6 - 0 3 -1 Project Description Z ,060 si• -frt leo sfu1ioy at GohVets ten ce 5love tor 5 b St 1 f- Scvve. Gcv? u)g5�'I ♦owl ScYJlc.e 101,01111 5hauN► a� sae to P�u,vl Land Use Type: Method of Calculation: ❑ Residential 0 ITE Trip Generation Manual 'Retail 0 Traffic Study ❑ Non-retail ,'Other - /TE uK n otd,f,cat/oar Calculation: S•ee Gcc1" fa) c4 vrvy (N 3o-c") -4c4-t-1 /y8 Duly tv i p ✓ate pet- puv►T - 161. 3 trips 845cd ovt peak rate x 10 T•s 4 pumps - (i6/. 8 ) (y ) = 6'47. Z te,:1y Zfr.Ps From I T sth& e) - 4551441 p-KPH et 50670 diverird 477 passhy , 5090 prim v7 Nart mew t r-Ips .' ( ?. 2 ) (0, 50) = 323. 6 -trips At rad 75 /2-0) u.uu cs'ui/ L`r,p (323. 6) (375) - 4 214 ,270. �o Transportation Mitigation Fee: - JZ14,700. D Calculated by: �eil ct t�GZI Date: 1/q/q 6 Account Number: Date of Payment • • City of Renton Department of Planning/Building/Public Works ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET g OF FEN►or+ REVIEWING DEPARTMENT: Sior 1.� H/a 41.'Y• COMMENTS DUE: JULY 26, 199 -T;p1.vrD APPLICATION NO: LUA-96-087,SA,ECF DATE CIRCULATED: JULY 12, 1996jyt� 1 5 1gc6 APPLICANT: S&S Design (Robert Downing) PROJECT MANAGER: Mark Pywell PROJECT TITLE: RENTON SHELL WORK ORDER NO: 78116 ,„,uoeeaJs�'a LAVIS%U LOCATION: NW corner of NE 4th &Olympia SITE AREA: 33,802 Sq.Ft. BUILDING AREA(gross): N/A NEW BUILDING AREA: 4,425 Sq.Ft. • SUMMARY OF PROPOSAL: The applicant proposes to construct a 2,050 Sq.Ft. gas station and convenience store with a 2,375 Sq.Ft. five-bay, and self-serve carwash. A. ENVIRONMENTAL IMPACT(e.g.Non-Code) COMMENTS • Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major Information Environment Minor Major Information Impacts Impacts Necessary Impacts Impacts Necessary Earth Housing Air • Aesthetics Water • Light/Glare Plants Recreation Land/Shoreline Use Utilities Animals Transportation Environmental Health Public Services Energy/ Historic/Cultural Natural Resources Preservation Airport Environment 10,000 Feet 14,000 Feet See sepa V'ate. rVlewlo , • B. POLICY-RELATED COMMENTS • We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas where additional informationyyti� is needed to properly assess this proposal. A & �o�rl/� - Paul L_u n/6612" 74 6/9 6 Signature of Director or Authorized Representative Date DEVAPP.DOC Rev.10/93 City of Renton Department of Planning/Building/Public Works ENVIRONMENTAL 8 DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: pja, % g 1 ew COMMENTS DUE: JULY 26, 1996ry OF RENTON parr:T APPLICATION NO: LUA-96-087,SA,ECF DATE CIRCULATED: JULY 12, 1996 ""` APPLICANT: S&S Design (Robert Downing) PROJECT MANAGER: Mark Pywell Ju,1.- 17 1996 PROJECT TITLE: RENTON SHELL WORK ORDER NO: 78116 ,60.)1K-1..)11N Log LOCATION: NW corner of NE 4th &Olympia SITE AREA: 33,802 Sq.Ft. BUILDING AREA(gross): N/A NEW BUILDING AREA: 4,425 Sq.Ft. SUMMARY OF PROPOSAL: The applicant proposes to construct a 2,050.Sq.Ft. gas station and convenience store with a 2,375 Sq.Ft. five-bay, and self-serve carwash. A. ENVIRONMENTAL IMPACT(e.g.Non-Code) COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major Information Environment Minor Major Information Impacts Impacts Necessary Impacts impacts Necessary Earth Housing Air Aesthetics Water Light/Glare Plants Recreation Land/Shoreline Use Utilities Animals Transportation Environmental Health Public Services Energy/ Historic/Cultural • Natural Resources Preservation Airport Environment 10,000 Feet 14,000 Feet S-ee s epuvete note wfo B. POLICY-RELATED COMMENTS • We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas where additional information is needed to property assess this proposal. lU ocA lea!) Lao/b v1 -7/Z6/q6 Signature of Director or Authorized Representative Date DEVAPP.DOC Rev.10/93 • City of Renton Department of Planning/Building/Public Works • ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT:1r SPOY4A+i n COMMENTS DUE: JULY 26, 1996 APPLICATION NO: LUA-96-087,SA,ECF DATE CIRCULATED: JULY 12, 1��9b(OF RENTORR taw..rs„,--r„ APPLICANT: S&S Design (Robert Downing) PROJECT MANAGER: Mark Pywell PROJECT TITLE: RENTON SHELL WORK ORDER NO: 78116 JUL 15 1996 • LOCATION: NW corner of NE 4th &Olympia ,q. ,a; d•4 da�9��L)19E1I;! Ott SITE AREA: 33,802 Sq.Ft. BUILDING AREA(gross): N/A NEW BUILDING AREA: 4,425 Sq.Ft. SUMMARY OF PROPOSAL: The applicant proposes to construct a 2,050 Sq.Ft. gas station and convenience store with a 2,375 Sq.Ft. five-bay, and self-serve carwash. A. ENVIRONMENTAL IMPACT(e.g. Non-Code) COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major Information Environment Minor Major Information Impacts Impacts Necessary Impacts Impacts Necessary Earth Housing Air Aesthetics Water LightGlare Plants Recreation Land/Shoreline Use Utilities Animals Transportation Environmental Health Public Services Energy/ Historic/Cultural Natural Resources Preservation • Airport Environment 10,000 Feet 14,000 Feet • S e� sepa vats vvte.wlO . B. POLICY-RELATED COMMENTS • • • • We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas where additional information is needed to properly assess this proposal. ee tat)15i 7�2646 Signature of Director or Authorized Representative Date DEVAPP.DOC Rev.10/93 City of Renton Department of Planning/Building/Public Works • ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: P6I ACC. COMMENTS DUE: JULY 26, 1996 APPLICATION NO: LUA-96-087,SA,ECF DATE CIRCULATED: JULY 12, 1996 • APPLICANT: S&S Design (Robert Downing) PROJECT MANAGER: 'Mark Pywell PROJECT TITLE: RENTON SHELL WORK ORDER NO: 78116 LOCATION: NW corner of NE 4th &Olympia SITE AREA: 33,802 Sq.Ft. BUILDING AREA(gross): N/A NEW BUILDING AREA: 4,425 Sq.Ft. SUMMARY OF PROPOSAL: The applicant proposes to construct a 2,050 Sq.Ft. gas station and convenience store with a 2,375 Sq.Ft. five-bay, and self-serve carwash. Oul A. ENVIRONMENTAL IMPACT(e.g.Non-Code) COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major Information Environment Minor Major Information Impacts Impacts Necessary Impacts Impacts Necessary Earth Housing • Air Aesthetics Water Light/Glare Plants Recreation soreline Use Utilities Animals Transportation Environmental Health Public Services Energy/ Historic/Cultural Natural Resources Preservation < Airport Environment 10,000 Feet 14,000 c Q� e. c It es-hmo at C ate► li1Yll. atlut / .batt tic On <Mt 5i Q l9u,i n19Cr e& LS \ much h11g ht , CLd 3 S-ft+ Dns co\l_a far (zo ven cu �h,L- - ftt,r, R 1 eken -f _ Se.cue, �t�� , :�S- aW,Dn )hag am sI�t�wck b nf bWrc ��n bu rUr�q mot r cm_ d— +DoLS , F 11Q, p P J q I� O , sT no03 s1a)riq t h •el)r. . 5CCU, b 611Ul'inQi • C�n.S+rucD f cAsko gterLOCiA6.S ( c 9erman rt . -P-6/-taxva manoq,aumr erlytquA Ivo& .k� Con�p�y u►+h SufiC.. U-C t`(- )Dav3 ► . attaauta -TIELL Lam.n R9 l,uutd ►n Wffic is / pa)►n c cL - 0, °yc by Olt pN i cc GU.pant Cn ,& Pr ev e-hon usaf a3 S-Q We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas where additional information is needed to properly assess this proposal. Signature of Directo or A horized Representative Date DEVAPP.DOC • Rev.10/93 employees. (2) Crime prevention training shall a,,..rt of the accident prevention program requirements imposed pursuant to WAC 296-24.040. (3) The employer shall provide training to ensure that the purpose and funetion of robbery and violence prevention are understood by employees and that the knowledge and skills required for their safety have been provided. The employer shall: (a) Provide training and training materials that outline security policies, safety and security procedures,and personal safety and crime avoidance techniques. (b) Provide formal instruction through a training seminar or training video presentation and upon completion require the employee to sign off on the date,time,and place of training. The training documentation will be placed in the employee's personnel file. The following elements shall be included in the crime prevention training program: (i) An explanation of the importance of keeping the store clean, neat, and uncluttered thereby making it as unattractive as possible to robbers. (ii) Provide explanation of the purpose of maintaining an unobstructed view of the cash register from outside the store,provided the cash register is located in a position visible from the street. • (iii)' Provide instruction on reasons for operating only minimum number of cash registers at night. (iv) Keeping the cash register fund to a minimum. (v) Taking extra precautions after dark,i.e.,keep alert,observe lighting and dark corners, spot possible hiding places. (vi) Violence prevention procedures in case of robbery. (vii) Provide a refresher course on crime prevention on or neat the employee's anniversary • date. Videotape and crime prevention material shall be available for employee's review at their request. • • • Page t 6191 Issue ' MAR-09—'94 10:39 II L/I DISH REG HQ TEL NO:206-9E 459 #141 P02 Chapter 296-24 WAC Port A-3,Late Night Retail Workers Ctiee Protection WAC 296-24.10203 (Cont.) (4) In addition to providing crime prevention training as defined in this section, all employers operating late night retail establishments shall; (a) Post a conspicuous sign in the window or door which states that there is a safe on the premises and it is not accessible to the employees on the premises and'that the cash register contains only the minimal amount of cash needed to conduct business: No employer shall be subject to citation and penalty for having moneys in the cash register in excess of the minimal amount needed to conduct business. (b) All displays,and any other material posted ie wiudow(s)or door(s)should be arranged so as to provide a clear and unobstructed view of the cash register; provided the cash register is located in such a position so as to be visible from the street, (c) Have a drop-safe, limited access safe, or comparable device on the premises. (d) Operate the outside lights for that portion of the approach and parking area that is necessary to accommodate customers during all night hours the late night retail establishment is open. This may be accomplished through; (i) Surveillance lighting-to detect and observe pedestrian and vehicular entrances, (ii) Providing adequate illuminances - adequate illuminance throughout the pedestrian and vehicular entrance areas should be a minimum of one foot candle to comply with ANSI/IES RP7-1983. [Statutory Authority: Chapter 49.17 RCW. 90-03-029 (Order 89-20), 296-24.10203.tiled 1/11/90,effective 2/26/90.1 • • • • Page 2 6/92 Issue •r o a • City of Renton Department of Planning/Building/Public Works REN s Oh•3 FIRE DEPT. ENVIRONMENTAL & DEVELOPMENT APPLICATION Ff i�';t '•W'`l W-PET REVIEWING DEPARTMENT: Ft rt., Pre✓erth v)1 COMMENTS DUE: JULY 26, 1996UL 1 5 Obi APPLICATION NO: LUA-96-087,SA,ECF DATE CIRCULATED: JULY 12, igRFCOVFO APPLICANT: S&S Design (Robert Downing) PROJECT MANAGER: Mark Pywell PROJECT TITLE: RENTON SHELL WORK ORDER NO: 78116 LOCATION: NW corner of NE 4th &Olympia • SITE AREA: 33,802 Sq.Ft. • • BUILDING AREA(gross): N/A NEW BUILDING AREA: 4,425 Sq.Ft. • SUMMARY OF PROPOSAL: The applicant proposes to construct a 2,050 Sq.Ft. gas station and convenience store with a 2,375 Sq.Ft. five-bay, and self-serve carwash. • A. ENVIRONMENTAL IMPACT(e.g.Non-Code) COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major Information Environment Minor Major Information Impacts Impacts Necessary Impacts Impacts Necessary Earth Housing Air • Aesthetics Water Light/Glare Plants Recreation __ Land/Shoreline Use Utilities Animals Transportation Environmental Health Public Services Energy/ ,r. Historic./Cultural Natural Resources Preservation Airport Environment 10,000 Feet 14,000 Feet • • B. POLICY-RELATED COMMENTS • • At&riu9 • • • • • We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas where additional information is needed to properly assess this proposal. - 71/44171PAP--- 7,40 Signature of Director or Authorized Representati Date DEVAPP.DOC Rev.10/93 o��Y o� CITY OF RENTON FIRE PREVENTION BUREAU MEMORANDUM SNTo� DATE: July 16, 1996 TO: Mark Pywell, Senior Planner FROM: Corey Thomas, Plans Review Inspector SUBJECT: Code-Related Comments for Tommy Yee Shell Station 1. The preliminary fire flow required is 2,500 gpm. Three fire hydrants are required. One fire hydrant is required within 150-feet of the proposed structure and two fire hydrants are required within 300-feet of the structure. 2. The fire mitigation fees are applicable at the rate of $0.52 per square foot Of building: 4,425 square feet / unit x $0.52 = $2,301 .00. This fee is payable at the time of building permit issuance. 3. Separate plans and permits are required for the installation of all underground storage tanks and tank monitoring systems. CT:ss Precom • • •.City of Renton Department of Planning/Building/Public Works ENVIRONMENTA `L,��,& DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: ( ►IJ1► I4 C-hftl ' SVGS' COMMENTS DUE: JULY 26, 199� OF RENTON APPLICATION NO: LUA-96-087,SA,ECF DATE CIRCULATED: JULY 12, 1996 '1F7 Fgertr'n APPLICANT: S&S Design (Robert Downing) PROJECT MANAGER: Mark Pywell JUL 1 5 1996 PROJECT TITLE: RENTON SHELL WORK ORDER NO: 78116 mill-LJfV'l.1 u VrSION LOCATION: NW corner of NE 4th &Olympia ' SITE AREA: 33,802 Sq.Ft. BUILDING AREA(gross): N/A NEW BUILDING AREA:-4,425 Sq.Ft. SUMMARY OF PROPOSAL: The applicant proposes to construct a 2,050 Sq.Ft. gas station and convenience store with a 2,375 Sq.Ft. five-bay, and self-serve carwash. • ' A. ENVIRONMENTAL IMPACT(e.g.Non-Code) COMMENTS • Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major _ Informs ion Environment Minor Major Information Impacts Impacts Neces ry Impacts Impacts Necessary Earth Housing Air ' Aesthetics Water Light/Glare Plants Recreation Land/Shoreline Use Utilities Animals Transportation Environmental Health Public Services Energy/ Historic/Cultural ' Natural Resources Preservation Airport Environment 10,000 Feet 14,000 Feet 5 Oil J 1ItQOL R, &Oa •B. • • Y 1 AP11�JG.4 T D COMMENTS El ) &g b *c10066 LIJ 1L ff . • • • • • We hay. vi= - j •plicate•, 'th partic ar attention to those areas in which we have expertise and have identified areas of probable impact or areas where".•• ! i o •',• t•pro.erly assess this proposal IN I Signature of Director or Authorized Representative Date ' DEVAPP.DOC Rev.10/93 City of Renton Department of Planning/Building/Public Works ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: i'I Yporf- COMMENTS DUE: JULY 26, 1996 APPLICATION NO: LUA-96-087,SA,ECF DATE CIRCULATED: JULY 12, 1996 APPLICANT: S&S Design (Robert Downing) PROJECT MANAGER: Mark Pywell PROJECT TITLE: RENTON SHELL WORK ORDER NO: 78116 LOCATION: NW corner of NE 4th &Olympia . SITE AREA: 33,802 Sq.Ft. - BUILDING AREA(gross): N/A NEW BUILDING AREA: .4,425 Sq.Ft. SUMMARY OF PROPOSAL: The applicant proposes to construct a 2,050 Sq.Ft. gas station and convenience store with a 2,375 Sq.Ft. five-bay, and self-serve carwash. .. , A. ENVIRONMENTAL IMPACT(e.g. Non-Code) COMMENTS Element of the Probable Probable More Element of the Probable Probable . More Environment Minor Major information Environment Minor Major Information Impacts Impacts Necessary Impacts Impacts Necessary Earth lc Housing X _ Air ti Aesthetics X Water • ' Light/Glare le • • Plants K Recreation 14 Land/Shoreline Use iC Utilities N _Animals �. Transportation .4 Environmental Health IC` Public Services 1G Energy/ Historic/Cultural Natural Resources )G - Preservation X Airport Environment 10,000Feet yes 14,000 Feet y e s The proposed. project is located beyonde ci the 10,000 foot horizontal surface in 'the Airport's Conical Surface, which is a 20':1 slope -extending 4,000 feet beyond the outer edge of .the Horizontal Surface. The project site is approximately 600 feet east of the edge of the horizontal surface. The slope of the conical surface would be at an altitude of 209 feet above sea level ' at a point over the project site. B. POLICY-RELATED COMMENTS The proposed project is located approximately 10,600 feet from the Centerline of the airport. The project area ground level is primarily 343 feet above sea level.. The height which would not penetrate the Airport's Conical Surface at the project site's location is 209 feet above'sea level . Because of the height of the proposed buildings. and the fact that there are other buildings around the si"te, the project will probably have minor impact upon the airport.. A Notice of Proposed Construction should be submitted to the FAA for review and a completed review from the FAA stating that there is, no impact should be required prior to issuing a Building Permit. We have reviewed this ap. iTtion with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas where a•• i.nal informati, . needed to property assess this proposal. jai( / ., /y7Z/, O 0 , �/Signa , • of Director or Authorized Representative Date DEVA-' OC Rev.10/93 L -=- =).==_==_===_ _=__========_=== J(S�°`— ___=_=====__-=== _r• d . i .,.1. 41 it -- \sy ➢ DqO -__ _=as_= J �Or ' ® ■ 1 ■ r ! :„ iv 1cir IA 4- ---- _ _ - --_ -_ - - .. ---C._-- - - ---------- S ! 4 • Etz ' --:.-:-.---:-=-=-=-=-:-=-:-=-:-.-:-----=----::::::--_-.:-_--::::::::::= _-::::::-.:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-.:-:-:-:-:-:-:-:-:-:-.7-:::::::::::::::::::::, .....in lea,_ air. -L,,,ri ::::,:::::::::::::::::::„.,,,,,_:::_:_,___ -_:_-__:.:::,:::::::::::,:,:::::::::,:::::::::::::::::::::::::::::::::::::::::_:_:_:_:_:_:_:_:_:__ ,.. , ., �aa = __= _ _____=_ ___ (iavwtivii%{ivwrwviw: 1:1 :41 ` 11AM i ). _� egk P. \ , „„ . --:-:-:-:-:-:-- _-7.--:-.7-:-:-:-:-:-:-:-:-_ --H-:-:-_-------------------:-:-:-:-:-:-H-H-H-H-H-:-:-.:-:-:-:-:-_ .1.—,— ik, _.....3.3-. \\,..... , -_...r..............--5 „ lre cidLI Limi_NtA _::,__:_:_:_:_:_:_:_:_:_:_x_:_x_:_:____ __:_:_______________:_____________________________________:__:_:_:_:_:_____N. 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LB v . �ni : `iv/� i� r-' -7 „rev, fe w. •Orr �. g n a A t;:a iip. at ..H I aor 0 _. :••' �� an r-1 ale I., dpin iAL ! n ,. �"� t Lty ,, r a- P4 EL .‘"7- e..\.1. /.Air \\I 1 .--N_ P-I ,•:..•..a••o1•1r..4.....1.x0 C-/ .1.-2 rc0°-•..-.ii.r:z;. C::.a.'. 6A I1.I.t1..1f.J.1 di i'.7-V'•Ir" em..l1 I. T l4 11T1 n-.7Il.-1/„0', .- c,..Al.- \ t...i,izgi.%i,,e;v,A,4 1 ‘' 1A\4fe.7:a4e,''i \ ..„ J ) s..w! �y� , J r,7 a t a.1 - .1. -■ \�7 _L !-. • -- 1 1 rr 1 1O1'' R ., r-1 1-e- ' City of Renton Department of Planning/Building/Public Works • ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET rN.REVIEWING DEPARTMENT: l'gs COMMENTS DUE: JULY 26, 1996 APPLICATION NO: LUA-96-087,SA,ECF DATE CIRCULATED: JULY 12, 1996 APPLICANT: S&S Design (Robert Downing) PROJECT MANAGER: Mark Pywell PROJECT TITLE: RENTON SHELL WORK ORDER NO: 78116 LOCATION: NW corner of NE 4th &Olympia SITE AREA: 33,802 Sq.Ft. I BUILDING AREA(gross): N/A NEW BUILDING AREA: 4,425 Sq.Ft. SUMMARY OF PROPOSAL: The applicant proposes to construct a 2;050 Sq.Ft. gas station and convenience store with a 2,375 Sq.Ft. five-bay, and self-serve carwash. A. ENVIRONMENTAL IMPACT(e.g.Non-Code) COMMENTS Element of the Probable Probable More . Element of the Probable Probable More Environment Minor Major Information Environment Minor Major Information Impacts impacts Necessary Impacts Impacts Necessary Earth ,. Housing Air Aesthetics Water LighVGlare - Plants Recreation Land/Shoreline Use Utilities Animals Transportation Environmental Health Public Services . Energy/ Historic/Cultural • Natural Resources Preservation Airport Environment 10,000 Feet 14,000 Feet slAe/a_,/LO--/1-431 J • B. POLICY-RELATED COMMENTS _ -.-/ a 67), te, 4� (/0'- z0'�jD It ( )�' Q/ O d 1-fL-- ,, ,(.71/20-r...0.717F71-7r7-) ;CiC"- e)---1-Y 2-)(s)-6e,4_se-- )_,/ a 2,--cp..,e/C-e --72c,-7 er c /a/1'2 m � moo. et, C-11=7!..!) at,;')I 'l • We have reviewed this application with particular attention to those areas in which we ve expertise and have identified areas of probable impact or areas where additional information is needed to properly assess this proposal. 71 �n r Dir r r uthorized Representative t AP J • Rev.10/93 NOTICE Or PROPOSED SITE APPROVAL APPLICATION RENTON, WASHINGTON A Site Approval (SA) and Environmental Checklist Review (ECF) Application has been filed and accepted with the Development Services Division of the City of Renton. The following briefly describes the application and the necessary Public Approvals. • PROJECT NAME/NUMBER: RENTON SHELL/LUA-96-087,SA,ECF DESCRIPTION: The applicant proposes to construct a 2,050 SF gas station and convenience store with a 2,375 SF, five bay, self serve car wash. GENERAL LOCATION: NW corner of NE 4th & Olytilpi a • PUBLIC APPROVALS: Environmental Review Site Plan Approval Building Permit • The application can be reviewed in the Development Services Division located on the third floor of Renton City Hall. Comments will be accepted anytime prior to Public Hearings, during Public Hearings, or prior to an administrative site plan approval. For further information on the application, or if you wish to be made a PARTY OF RECORD and receive additional notifications, by mail, of the City's environmental determinations, appeal periods and/or the public hearing date(s) for this project, please contact the Development Services Division at 235-2550. Please include the project NUMBER when calling for proper file identification. , • S{V � r,•� , � r+ +xV ,,,L 1s! TLE L r lb I r;! • . AA 4TN PL. . =MO. = Ur ry ryryrr'' Argtl Laj1l1Jq►+aYi iJf'WsIii • •-,0 .l' [� al5 10.1 "'yap , l'. W C r - ' Wk RL E1,,. -� Y. n „ OLI ">F{. " Rio,I .1 . . . :„ I RI : I ,._ I e.../i'H i-l`_L._-L i�fr 0 i I prig !i u ;'- ..V1 '•'-T_. / A: I i.$,A- i. _. II' Y I R''o y+ ! I RM•S mrg �:� ItMa '881... -. I ;1 r s i .I To II ' '.:%:;n::::. [I I -."' C4 i C L.,1 it' ,AAI.:::4.,..,E..1 1 , I d • 13 . 4 1 6\ JLn'• _Ii I+ 1 ic I I 1 ,. ' ..... ,.i,. Sby'ai .. ':..-_,,,1.' Ill. I it.A!' , :•f w u w I A F G • . —1 1 // / /?/ .�- �44-_ l• P p I:' R'18' PLAT ` ._,I / / // Y R-A OQ �� I 1 r, .,, b•/•// .... •W -- of -' 'Rtr , .I:mr- // 'a C ' 1 J. ----, _ ! , . • /.r l L. ttu :rr 4 n 1�. _ -.- - - ,- - , = r • GENMALOT.DOC 1 i PENDING APPLICATION 'A. PROJECT NAME/NUMBER: RENTON SHELL/LUA-95-097,SA,ECF DESCRIPTION: The applicant proposes to construct a 2,050 SF gas station and convenience stare with a 2,375 SF,five bay,self serve car wash. r GENERAL LOCATION: NW corner of NE 4th 0 Olympia ' PUBLIC APPROVALS: iI , 6 • Building Permit _Preliminary Plat _Shod Plat I. A ' Conditional Use Permit _Rezone XXXX Site Plan Approval , I XXXX Environmental Review _Shoreline Conditional Use Other i Permit Fill&Grade Permit _Shoreline Substantial _Other . Development-Permit The application can be reviewed In the Development Services Division located on the third floor of Renton City Hall. Comments will be accepted any lime prior to Public Hearings,during Public Hearings,or prior to an administrative site i ' plan approval.Comments for Substantial Shoreline Permits must be received within Thirty(30)days from the last date of I applicant's"Notice of Application"publication in the Valley Daily News. For further information on the application,or if . you wish to be made a PARTY OF RECORD and receive additional notifications of the City's environmental 1 • determinations,appeal periods and/or the public hearing date(s)for this project,please contact the Development , • , Services Division at 235-2550. , c •• Ill uLismu'i]'di'.�JJicyutin :�y1M:IfI.'31 1 • aG I B libt ,r;,:,17avo c •:s:- Ay 1�-.+s......igRMH`•rrc 'rt.I�9 I.,.. I f m'r I l�:"r — i ' , - 'r - �: .1 .,--,, - r _ - \;. MI: w a -i • Ir aLL . I it }O �J in / t..i. )r, { i •. I PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION. . •I .' "' -• { f rr . • CERTIFICATION • • q,n,�.SG h I. a (J . hereby certify that • copies of the above document were posted/by me in 3 conspicuous places on or nearby the described property on ,14,1,1,v )Lei t 9R(a Signed: Litt JM) -1 STATE OF WASHINGTON ) 0 ) SS COUNTY OF KING ) I certify that I know or have satisfactory evidence that S ..-- c iJ.J signed this instrument and acknowledged it to be his/her/their free and voluntary,act,tfcir�fthe�uses and purposes mentioned in the instrument. '` / y'Yr -4` - otary Pu in and f r he State t f;- .aSh;n ton t 4. ef t<• Notary (P nt) • '9•. '1.• Z�- L Myappointment expires: �.'� PP P NOTARY.DOC o, • • PENDING APPLICATION • PROJECT NAME/NUMBER: , RENTON SHELL/LUA-96-087,SA,ECF • DESCRIPTION: The applicant proposes to construct a 2,050 SF gas station and convenience store with a 2,375 SF,five bay,self serve car wash. . GENERAL LOCATION: NW corner of NE 4th&Olympia PUBLIC APPROVALS: Building Permit Preliminary Plat Short Plat Conditional Use Permit Rezone XXXX Site Plan Approval • XXXX Environmental Review Shoreline Conditional Use Other Permit Fill&Grade Permit Shoreline Substantial Other Development Permit The application can be reviewed in the Development Services Division located on the third floor of Renton City Hall. Comments will be accepted any time prior to Public Hearings, during Public Hearings, or prior to an administrative site plan approval. Comments for Substantial Shoreline Permits must be received within thirty(30)days from the last date of applicant's"Notice of Application"publication in the Valley Daily News. For further information on the application, or if • you wish to be made a PARTY OF RECORD and receive additional notifications of the City's environmental determinations, appeal periods and/or the public hearing date(s) for this project, please contact the Development Services Division at 235-2550. • • • • vt; �A _,••• I�loci ••• 11 WII _I 7 . I1r11�; J.r 1\IQ 'fin-[ . 21 �. • '@ I .I 1�L�t_ :u:'J�:19..1.i ,, •...i.. Pt' ']L�;� �.:• s • I I i-Eonaaw.r iilauJJ a�saui,ti .:4C 4 5'? t I n n ct nn n �• '� • I iii •11� s!C,l� . eb J f, i ar ... II //�N::Ff';ry.`i� 011 4' rif I] 7i — • r•1 3P�-.1\ 11 -f .g r !. u+•z m Ric/TA-4 COI ll Tr•p : I G.1.1, sue��.� ••� m s f I , % //// I POIT11�13 PLAT // 0 tiro+/_... PLEASE:INCLUDE THE,PROJECT N.UMBER?VNHEN>:GAL INGSFOR'<PROP:.,E N. I :;: • ::..........:......:::.:,.,...;:..::::..:.::.:..:::::.>::::::....>.:.:;..;R::F_IL.�,;1.4.E.::::'r:FtCATIQN.;;: .' • CIT`=_ ..:)F RENTON BIM Planning/Building/Public Works.Department Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator July 15, 1996 ; • Mr. Robert Downing • S&S Design 12303 Cyrus Way • Mukilteo, WA 98275 SUBJECT: . Renton Shell Gas.Station • • Project No. LUA-96-087,SA,ECF • Dear Mr. Downing: The Development Planning .Section of the.City.of Renton has determined that the: subject application is complete according to submittal requirements and,:therefore,_ is accepted for review. It is tentatively scheduled for consideration by the Environmental Review Committee on • • August 06, 1996. Prior to that review, you will be notified if any additional information is required to continue processing your application for environmental review. Please contact me, at 277-5586, if you have any questions. Sincerely, C4Z ark R. P I, AICP . Project pager • . • ACCPTLTR.DOC 200 Mill Avenue South - Renton,Washington 98055 C.. This paper contains 50%recycled material.25%post consumer /... • . • mir YO ` ..::N.ER PROJECT NAME: APPLICATION NO: The following is a list of property owners within 300 feet of the subject site. The Development Services Division will notify these individuals of the proposed development. NAME ADDRESS ASSESSOR'S PARCEL NUMBER . • • • .3‘3‘- A A 1996 (Attach additional sheets, if necessary) pE�E�OF of R ONING cvN • (Continued) NAME ADDRESS ASSESSOR'S PARCEL NUMBER Applicant Certification I; ecz. z_ '`�-4A.2 ►�.'� , hereby certify that the above list(s) of adjacent property (Print Name) owners and their addresses were obtained from: CI City of Renton Technical Services Records Title Company Records 0. King County Assessors Records Signed • Date (Applicant) NOTARY • ATTESTED: Subscribed and sworn before me, a No ary Public, in and for the State of Washington, residing at , %i17hi73Wt Sh von the day of `6 , Signed ! " C �bL , (2,1-(1,3',le-A/Sqabt (Notary Public) v ERTIFI.CATIO.N'O:F MAILING<r » «` » << >< « »»' er.>>°<._> ;>::r :::tha n`:tice:>. ::'f th<.>;„.'r:>..'ose:`d app ion..wer. ` l'ed •"'` ':` `` ' t><> >>�<`<:> >»>> >>>'>< >>... .. a eb....ce.t .t at of ces o t e o o cat e a ..................................................................................................................................................................................................................................................... .................................................................................................................................................................................................................................................... .................................................................................................................................................................................................................................................... ATTE..,:T> '> scri'•`e:'<;;n' s°worn before rime'a N'ota:y Publi:c<in`and<for t e State>of><Wasf n`<•'>•n< `{ < .....5.....:::.S.ubsG...b..d.a...d....................................... .............t..... ............................................t.............................................. to.............. .........:.....::.:....::....................................... ................................................................................................... . .................:........................................ .................................................................................................................................................................................................................................................... Iistprop.doc REV 07/95 2 r Parcel Number Own6. Name Site Ad . =:ss Phone 041800 0335 BURNS & MERLE 3404 NE 6TH ST 848-0774 041800 0340 WALTARI WILLIAM E 3410 NE 6TH ST 228-1585 041800 0345 HANAN KEVIN R 3416 NE 6TH ST 041800 0350 DUMLER ALBERT V 3422 NE 6TH ST 041800 0355 BURTIS RONNIE R 3428 NE 6TH ST 041800 0420 MADFAI MARK C 3504 NE 6TH ST 228-6369 041900 0005 RODWAY CHERYL E 3505 NE 6TH ST 361-2120 041800 0425 BARKER SHARON A 3510 NE 6TH ST 255-2697 041900 0010 TILTON JOHN L 3511 NE 6TH ST 226-8162 041800 0430 QUESNEL MICHAEL M 3516 NE 6TH ST 271-2669 041900 0015 ALPURAL BAYRAM K & DI 3517 NE 6TH ST 041800 0435 YOSHIOKA GLENN T 3522 NE 6TH ST 255-2007 041900 0020 GRIFFIN KATHY J 3523 NE 6TH ST 041800 0440 KELLY BARBARA K 3528 NE 6TH ST 041900 0025 ONEIL DOLORES L 3529 NE 6TH ST - 226-7056 041800 0445 SHARP ANNE K 3534 NE 6TH ST 092305 9177 GREEN RIVER LEASING 400 OLYMPIA AVE NE 092305 9143 ERICKSON JAN E & EILE 440 OLYMPIA AVE NE 232-7182 092305 9029 POTTER TERRY A 475 OLYMPIA AVE NE 337770 0200 GENTLEMAN PATRICIA L 550 OLYMPIA AVE NE 277-6730 337770 0190 CHRISTY JOHN P & MARY 554 OLYMPIA AVE NE 337770 0180 DECARO JANET K 558 OLYMPIA AVE NE 337770 0170 ALLEN STEPHEN W 562 OLYMPIA AVE NE 228-1619 337770 0160 NGUYEN TIEN BA & HOA 566 OLYMPIA AVE NE 228-7090 337770 0150 SCHROEDER 570 OLYMPIA AVE NE 337770 0130 JENSEN DAVID R & BEVE 571 OLYMPIA AVE NE 277-0357 337770 0140 WEI CHEN ZHI 574 OLYMPIA AVE NE 337770 0120 UCHIMURA GEORGE 575 OLYMPIA AVE NE 337770 0110 STEWART HUGH 579 OLYMPIA AVE NE The Information Provided Is Deemed Reliable, But Is Not Guaranteed. *** METROSCAN LABELS *** Date: 07/08/96 Report : Laser 3 Across Labels Sort : Site Address Count : 29 For: ED Of: A.L. SLEISTER By: DOUG WANG 12303 CYRUS WAY MUKILTEO, WA 98275 Merle Burns William Waltari Kevin Hanan 5118 110th Avenue Ct E 3410 NE 6th St 3416 NE 6th St Puyallup, WA 98372 Renton, WA 98056 Renton, WA 98056 • Albert Dumler Ronnie Burtis Mark Madfai 3422 NE 6th St 1222 N 185th St 3504 NE 6th St Renton, WA 98056 Seattle, WA 98133 Renton, WA 98056 Cheryl Rodway Sharon Barker John Tilton 341 NE 167th St 2414 Jones Ave NE 3511 NE 6th St Seattle, WA 98155 Renton, WA 98056 Renton, WA 98056 Michael Quesnel Bayram & Diana Alpural Glenn Yoshioka 3516 NE 6th St 3517 NE 6th St ' 3522 NE 6th St Renton, WA 98056 Renton, WA 98056 Renton, WA 98056 Kathy Griffin Barbara Kelly Dolores Oneil 3523 NE 6th St 3528 NE 6th St 3529 NE 6th St Renton, WA 98056 Renton, WA 98056 Renton, WA 98056 Anne Sharp GREEN RIVER LEASING Jan & Eileen Erickson 3534 NE 6th St 4620 B St NW 8151 SE 48th St Renton, WA 98056 Auburn, WA 98001 Mercer Island, WA 98040 John Christy Terry Potter Patricia Gentleman Ellen Mary 475 Olympia Ave NE 550 Olympia Ave NE 554 Olympia Ave NE Renton, WA 98056 Renton, WA 98056 Renton, WA 98056 Tien Ba Nguyen Janet Decaro Stephen Allen Thi Mai Hoa 558 Olympia Ave NE 562 Olympia Ave NE 566 Olympia Ave NE Renton, WA 98056 Renton, WA 98056 Renton, WA 98056 Schroeder David & Beverly Jensen Chen Zhi Wei 570 Olympia Ave NE 571 Olympia Ave NE 574 Olympia Ave NE Renton, WA 98056 Renton, WA 98056 Renton, WA 98056 George Uchimura Hugh Stewart 575 Olympia Ave NE 579 Olympia Ave NE Renton, WA 98056 Renton, WA 98056 Records Processed = 29 Dups screened = 0 CRs Screened = 0 Bad addressess = 0 Labels produced = 29 • ............ `: SION:```°`;< ><<''> <> > >° :. .ELO :. E.T SERVICES.. U .............. :..............................................................................AEU F.M. N. : ........................................................:.........::..::.::.:::::::::::::::::::::::.:::::::.::::::::::..:::::::::::::::::.::::::::: »<>> P.RO .ECT<:INF. 1111AT O. ... c nt......................... Note; if:>tFie;re':is;;more;ttianq.nel.a�..l;own.F<::P.:�:::.;•::;:::.>.,:.::::::.::::::..:...:..:.:::.:. . S notanzed::Master[:11PP.ic.tl.n.:q�.........:...... ...........:....................................... ..... EXISTING LAND USES NAME: PROPOSED LAND USES: ADDRESS: 3 c>(pb \ 4 1'l c1r1/4 c hl' ' CITY: F�c a�-rL _ \� 1 ca-{ ZIP:. EXISTING COMPREHENSIVE PLAN MAP DESIGNATION: TELEPHONE NUMBER: A-_ 45�2 PROPOSED COMPREHENSIVE PLAN MAP DESIGNATION: Rdberi- NAME: S S � c(o EXISTING ZONING: ADDRESS: t2'�o 3 C>-/ P PROPOSED ZONING: CITY: ,--•"-•2•-"-c'cr-'-) ZIP: SITE AREA (SQ. FT. OR ACREAGE): TELEPHONE NUMBER: • Zoe 42-4GL 2D3c P ROJECT VALUE: ' O PROJECTOR DEVELOPMENT NAME: .41 9•-•e::,`oao IS THE SITE LOCATED IN THE AQUIFER PROTECTION AREA? PROPER i Y/PROJECT ADDRESS(S)/LOCATION: c—a '.-!:., 'Cam,? ✓t c r- 4z'-k IS THE SITE LOCATED IN ANY OTHER TYPE OF ENVIRONMENTALLY -' - '- SENSITIVE AREA? KING COUNTY ASSESSOR'S ACCOUNT NUMBER(S): RECEIVED pg235 • JUL 1 11996 DEVELOPMENTCITY OF RENTONING ... <: :: :::::: . .. ;.:::::_ « •h:e:et>:Ilf:>nec°else ............. ..PROPERTY.. Attach..se .ar.<. ► ........................................, .I......................::..::.::.: • • ;>:::>::>;:;>::»>::>::>::>:::»::>::> :»::>:<:»::»::> .. . .. n:<:: . . s:>>th <> 1. :=>;.Cit :>st�.....................#. ............ .....e. .s............................................... ANNEXATION $ SUBDIVISION: _ COMP. PLAN AMENDMENT $ _ REZONE $ _ LOT LINE ADJUSTMENT $ SPECIAL PERMIT $ _ SHORT PLAT $ _TEMPORARY PERMIT $ TENTATIVE PLAT $ _ CONDITIONAL USE PERMIT $ _ PRELIMINARY PLAT $ _x SITE PLAN APPROVAL $ _ FINAL PLAT $ _GRADE & FILL PERMIT $ (NO. CU. YDS: ) PLANNED UNIT DEVELOPMENT: $ VARIANCE $ (FROM SECTION: ) _ PRELIMINARY _WAIVER $ _ FINAL _WETLAND PERMIT $ _ ROUTINE VEGETATION MOBILE HOME PARKS: $ MANAGEMENT PERMIT $ _ BINDING SITE PLAN $ SHORELINE REVIEWS: _ SUBSTANTIAL DEVELOPMENT $ _ CONDITIONAL USE $ VARIANCE $ EXEMPTION $No Charge _ ENVIRONMENTAL REVIEW _ $ REVISION $ I, (Print Name) fcJL%.a— , declare that I am (please check one)_the owner of the property involved in this application; Xthe authorized representative to act for the property owner(please attach proof of authorization), and that the foregoing statements and answers herein contained and the information herewith submitted are in all respects true and correct to the best of my knowledge and belief. ATTEST: SubscrrJb����a`n��sworn to before me, a Notary Public,Tin and • for the State of W�+'�• residing at SO Dh15Z1q,(G -C;.Di (Name of Owner/Representative) , on the i glifiday of U 19'1‘ 1\ jd (Signature of ner/Representative) ' - ', (Signature d Notary Public) • ...::...:. ...:..:.: :.:.......:..........................:..:::::::::.�.::::::::::t..T..hs secf to... _ .•c•..m•• R•I..:x....•:•:•.•..Y••..•:•.•.•.•.:�y:•.:•...•.•.•.:•.•.:•...:::...:..............•....•.................................................:::::::::.:::...... Fite..Numb.er. ......::::::................. :::R.:::::.S..H.P...L: .l :.:.......:.................................................:.:..::..::::::::::.::::::::::::::::::::.::::::::::.: • ..............:::::::::::::::::::...:T.OTAL.��FS......�...... t ?:::..::::::::::::.::: ..............TOTA..::.::OS.................................:...:.:.:.::::.... ,..... ......:::::..�:::.�::::.�:::::.�::::.::::::::::.::.:..:::. ................................................................ REVISED 2/95 • 04/17/98 08:23 VAX 208 874 4872 TOMMY YEE �001 • tifLAL n 74w %/ EXHIBIT A • • That portion of the south half of the southwest quarter of the southeast quarter of Section 9, Township 23 North, Range 5 East, W.M., In King County, Washington, described as follows: • Beginning at the southwest corner of the east acre of the southwest quarter of the southwest quarter of the southeast quarter of said Section;thence northerly along westerly line of said east acre 180 feet to the point of beginning; thence continuing northerly along the westerly line of said east acre 195 feet; thence easterly on a•Iine parallel with the southerly line of said subdivision 105 feet; • thence southerly on a line parallel with the easterly line of said subdivision 195 'feet; thence westerly on a line parallel with the southerly line of said subdivision. 105 feet to the point of beginning; EXCEPT the east 7 feet thereof for Public Right of Way Easement. . Also known as Lot 2 of Lot Line Adjustment recorded under Recording Number 8104070745. TOGETHER WITH: That portion of the south half of the southwest quarter of the southeast quarter of Section 9, Township 23 North, Range 5 East, W.M., in King County, Washington, described as follows: Beginning at the southwest corner of the cast acre of the southwest quarter of the southwest quarter of the southeast quarter of said section;thence northerly along • westerly line of said east acre 180 feet to the point of beginning; thence continuing easterly on a line parallel with the southerly line of said subdivision • • • 105 feet; thence southerly on a line parallel with the easterly line of said subdivision 180 feet; thence west 105 feet to.the point of beginning; LESS the • south 30 feet and less the east 7 feet thereof for public right of way. • II $v q `9 0 _ �+� 04 .k /o91.t3(0.1 i1 A/t9�a-399 iv rit i�—-� RCN7aK ONO. 144L yl IQ1� r 36d.IB 1 r © 2o3.,o �� I I 1 I o * Au el& 4b� aI I $. @ .fo Z _ .boss _ I a �,�3a Pn�, r?� $ i Iu' I il 4 0,0/-Tht.. 1.__ :ae 0.y„ 1 46 p 1 4 s .1 1 AI I -_,� 1 F G 9fRy�X • V 14 a ii al 1 a 3 % �3, �� ts9 3 ; tA6- 1 Yy ♦ T1p'� I- J6�4e - 4 1; W , Y Ili x id �3 n . o� tit 41 t I I t Y.,Q `, 9 L I le I d i t Iv 1ti kr-• ti { I - ---� f h.�" i'° I 4 } b r�ss1 ir 4, a odes_ I; 70 1 J d a . 1,367 i fel,ill 14.1 PAS ----- ,...-.4-71 00._.] a--...liciENst=i--11-...—eteafAX12.-rae —.04: 5 RE/VTON' GiT r a umf r3 e 4 k(D.• kin I . - �N.E. +rrr . i }� 13231.86 N E. mane a7� (Co.IP/s ivi{ rr ! - - - — -- E4 (at M-E.!6 U • • 7 ', • k-t �� O �, � - \ = � 1�, L � LCa j • sL LYNNW000 AVE NE F L 7V1 1 oopE, odl ' 1 -vc9 • MONROE AVE .NE 7f) .- p z L m � m .. �- m O . C N � 0_ ►-� a` a ❑ M ONROE AVE NE • U� • ❑ ❑ _ 0 k i l = 0 N `❑ qo 00 oq o . n �( ;I:- ,...-„,, rfl •-,• El ci'6,1,N, • .0 f-- 0 . 1 (..i I-1 ---1.--" . H.--,./../hi;I: ; ; • - --,, co .1 a -1) "Q i r' .1/4" v) r 1 _-< . t • - . 1:- r n ' _, .,-: z-g s\ • . • • 1 .‹,,:-1.2--,,,,),:r ‘47.---:N,-1 .c .. ______- 1 - I, Ll{ 1:1- . ..."‘.. . • • - . - •- .�!a '-'-r.%: --- `�' 7 �-''"' .` O EY M P I A AVE NE • . i I} >1.- - ,-Li)- -1. ;''._ ' 0 D 0 0 , v,,___ , „Lk_ •._„:,., ... ......., _, . , ,,_ ,...,q, : rn . , . . .. ,;=). 0 .9 ' )- - • . , ....:_L_____ .h1 ,r, • t z =y=1-t �- ;ii (...) w /j� -� ❑ ❑ 0 • PIERCE PL NE } .." -l',,.,!:7 1-I L1 E1 D v CJ L� o L 11 u 1 i C_D -1't; • •i'1 1 1 ❑ • .li' . ::. ::................ . ::::>'O .R T Viiiiiiiniiii :.•:....:..:..•....•."..:::. .::::.:.::::.:::..:;::::..:.:.,,.::.::.:..flEV tROPM�N.. ::SER1l...l:C...S.D.:1/tS..:..:.::.:........ .....�:....:..::.:.:::.�...::::::..:::::::::::.::.::,..„ :.....:-.. ::::::::..:.::: . . • • ::::.::..::::::::::.::::::::.:::::.::::::::.::: .. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • Upon written request,the Development Services • Location,dimensions and property line Division will review your preliminary application setbacks of existing and proposed structures, information prior to formal submittal of an actual parking and loading areas, driveways, and land use application package and fee payment. landscape areas. While we will attempt to cover as many of the planning-related aspects of your proposal as • Location of existing driveways adjacent to the possible during this preliminary and unofficial subject property or on the opposite side facing review, subsequent review of your formal appli- the subject property. cation package may reveal issues not identified during this initial review. In order for us to review • Existing public improvements including:curbs, your preliminary proposal, you should provide the gutters,sidewalks fire hydrants. following information: • Generalized utilities plan, drainage and storm 1) Five (5) copies of a letter addressed to the water run-off provisions, (if available). Current Planning Division, 200 Mill Avenue South, Renton,Washington 98055 and sent to the • Natural features such as streams, lakes,.and attention of Laureen Nicolay, referencing the project wetlands. location and proposed project name, requesting preliminary review, and indicating any area(s) of . • Existing and proposed contours shown at special concern. The letter will need to describe the intervals not greater than 5'(if available). proposed project in DETAIL. Discuss the current use(s) of the site and any existing improvements as • Building(s) square footage,type of well as the proposed use(s) of the property and the construction and description of use/occupancy. scope of the project and proposed improvements. . please of l:pl is to:$.;:::bY......:::Q....:.:::m:::............::::..) 2) Five (5) copies of a vicinity map at a scale of 1"=200' or 1"to 100'(see sample on back). This We will review preliminary application proposals map should show surrounding properties and land within two weeks of the date of receipt. When you uses within 1000 feet of the subject property, lot submit your preliminary application,we will schedule lines, land uses, and CITY limits (if applicable). a meeting between you and City staff to discuss Building outlines and curb cuts for the immediately issues raised by the reviewers. adjacent properties should also be shown. In addition,the map should include a north arrow If you have any questions regarding the preliminary (oriented to the top of the paper/plan sheet), the project review, you may contact Laureen Nicolay at scale used for the map, and CITY street names for 235-2550. all streets shown. Kroll Map Company(448-6277) produces maps which may serve this purpose. The caliber of staff comments you receive will be directly related to the amount and detail of 3) Five (5) copies of a detailed site plan—or preliminary application information provided to us. plat map in the case of subdivision proposals drawn Since the first review is free, it benefits you to at a legible scale appropriate to the size of the site. provide as much information as you possibly can. If We suggest the map show the following: you wish further information/comments after this review, you will be required to sign an agreement to • Date, scale, and north arrow(oriented to the compensate the City at the rate of$75.00 per hour top of the paper/plan sheet). for any further review prior to your formal • Subject property with all property lines, application. adjacent streets and easements dimensioned PREP DOC • and identified. Be sure to use City of Renton REVISED 8/95 . and not King County street names. A `1A 11Ac7 g.-- ' l i I 1 r ' ,y ,, M s' �N. `' Ii ■ . 1: 9.1.1° :ii*".: • id ��l• o. 164 I.. 0 '' el° ,-; 14 At gi, . ,.. . ik. . . it:Cii . , A v tp- , L . Iry k -1-- - , 0°646/ I j l 2 g if f. , ; S It 111 ap 0-11' . A . oies: F., " 0 0',. ., 03 1 , 0. ,, -0 L1 ' .• '. . . 7-00 . I I . 98 Ar c rr y L it z�'I 0 D. .►.r�03 . . ' NE. H d 1 •• iw .. ►,. _. «,..._ , ;' -4. -. �-A • i i i • 1 I v i f r.sx' ' IJ . -39 1 /091.23 02)1 � . OR f4�E aa10 i • /ii iii I ReN »rf ii- == L 566./B ; ( ze .zO; so -et _ ,oil 0 I tglk v1 U#11 sl iv i..4 '4 rtLe.4...2_,_1-'4564 .43 b�A G t �11 i--77- _ _ t v1 �.I - 4 6u_t6y8 N f_- - _ _AI `TQ 0: ' 4C 93 l, jM$ • still it,1 T 3 14 1 fl & 13 4-1,5- Z6 ,.; _ ! h �, 9'3e Ate' /(ice ff'O _ . M +t , f�- `4r , , bi Ili r z _ I 0 037 T w ' ti �� 3 I( d ` bi6� E as b f i ( cc $`� k� + a1 r T -- Us. ; • Ifs ` �aOf e [ J p Ib a' g �epo 1. 40 93 ��s 4 ��- I �! s�:t.ce. rrr N c17 Y ai 1 lMPTS era. i,4s 1 NE. 47li St -�—T E ' �'C� —`-""3' �� 1323<A� (-__._ �_— ten. N.. �4� p /� '( 12Mo! ..,4 - C=3 N,E. —23-5� C - DESIGN AND CONSULTING City Of Renton . Development Services Division ' S&S Design &Consulting 200 Mill Avenue South 12303 Cyrus Way Renton, WA Mukilteo, WA Re: Project Narrative Tommy Yee Shell And Wash 98275 r N.W.C. of NE 4th St. and Olympia Ave.NE (206)742-4944 • Size and location of site:The site is approximate 345'-0" deep by 98'-0 wide(approximately 33,810 square feet). The site is located at the Northwest corner of North East 4th Fax: Street and Olympia Avenue North East. (206) 742-7410 •. Current use of the site and any existing improvements: ' The site is currently structure free with the exception of an existing detention system install in the early 1980's. There is existing curb,gutter, and sidewalk running along the south property line(NE 4th Street). • V Special site features(e.g. wetlands,water bodies,steep slopes): The site is located in an aquifer protection area. There are no other environmentally sensitive features on the site. • Number and location of existing structures and/or residential units (existing and potential)which might have views obstructed as a result of the proposed project: There are no views to which this proposal would impact. • Proposed use of the property, project name and the scope of the proposed improvements (i.e. height, square footage,lot coverage,parking, access, etc.) P g � 9 g g � The proposed project consists of the construction of a(1)2,050 square foot c- Consulting store/gas station, (1) 38'-0" x 59'-0" canopy, (1) 2,754 square foot self serve car wash, install(2)new 12,000 gallon underground storage tanks, install(4) Permitting new multi-product dispensers, install new asphalt, concrete, and landscaping. The building heights will range from 15'-0"to 20'-0". We will be installing new Design parking stalls per City of Renton design criteria and will try to utilize all existing ingress and egress to best fit this proposal. CAD Drafting Site Layout A 19g6 u�vE�`1y op VO DEVELOPMEN'TSERVI:C'ESDIVSlt]N< > > > > < >>> PURPOSE OF CHECKLIST: • The State Environmental Policy Act (SEPA), Chapter 43.21 C RCW, requires all governmental agencies to consider the environmental impacts of a proposal before making decisions. An Environmental Impact Statement (EIS) must be prepared for all proposals with probable significant adverse impacts on the quality of the environment. The purpose of.this.checklist is to provide information to help you and the agency identify impacts from your proposal (and to reduce or avoid impacts from the proposal, if it can be done) and to help the agency decide whether an EIS is required. INSTRUCTIONS FOR APPLICANTS: This environmental checklist asks you to describe some basic information about your. proposal. Governmental agencies use this checklist to determine whether the environmental impacts of. your ' proposal are significant, requiring preparation of an EIS. Answer the questions briefly, with the most precise information known, or give the best description you can. You must answer each question accurately and carefully, to the best of your knowledge. In most cases, you should be able to answer the questions from your own observations or project plans without the need to hire experts. If you really do not know the answer, or if a question does not apply to your proposal, write"do not know"or"does not apply". Complete answers to the questions now may.avoid unnecessary • delays later. Some questions ask about governmental regulations, such as zoning, shoreline, and landmark designations. Answer these questions if you can. If you have problems, the governmental agencies can assist you. The checklist questions apply to all parts of your proposal, even if you plan to do them over a period of time or on different parcels of land. Attach any additional information that will help describe your proposal or its environmental effects. The agency to which you submit this checklist may ask you to explain your answers or provide additional information reasonably related to determining if there may be significant adverse impact. USE OF CHECKLIST FOR NONPROJECT PROPOSALS: Complete this checklist for nonproject proposals, even though questions may be answered "does not apply." IN ADDITION, complete the SUPPLEMENTAL SHEET FOR NONPROJECT ACTIONS (part D). For nonproject actions (actions involving decisions on policies, plans and programs), the references in the checklist to the words "project," "applicant," and "property or site" should be read as "proposal," "proposer,"and "affected geographic area," respectively. • ,vAb. JUL ' 7 /996 o CITy�FR f oNAIING ENVIRONMENT CHECKLIST A. BACKGROUND 1. Name of proposed project, if applicable: Tommy Yee Shell and Carwash 2. Name of applicant: S&S Design& Consulting 3. Address and phone number of applicant and contact person: Eric Warnat 12303 Cyrus Way Mukilteo, WA 98275 (206)742-4944 4. Date checklist prepared: June 16, 1996 5. Agency requesting checklist: City of Renton Developmental Services. 6. Proposed timing or schedule(including phasing, if applicable): Start Construction within 1 week of recieving building permit, construction will last about 90 days. 7. Do you have any plans for future additions, expansion, or further activity related to or connected with this proposal. If yes, explain. No. 8. List any environmental information you know about that has been prepared, or will be prepared, directly related to this proposal. None. 9. Do you know whether applications are pending for governmental approvals of other proposals directly related to this proposal. None. 10. List any government approvals or permits that will be needed for your proposal, if known. City of Renton- Commerical Building Permit, Plumbing, Mechanical,P/W D.O.E.-Tank Installation Puget Sound Air-Vapor Recover Permit Dept. Of Labor&Industries-Electrical 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). Construct a 2,050 square foot C-store, 38'-0" X 59'-0" Shell silverado canopy. Also construct a self-serve carwash with 5 bays and a 275 square foot storage area. Install(2) 12,000 gallon underground storage tanks(UST's)which will be holding petroleum. Install new landscaping. 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. Please see attached vicinity map, legal description and tax ID number. Site is located at the northeast corner of NE 4th and Olympia. B. ENVIRONMENTAL ELEMENTS 1. EARTH a. General description of the site (circle one): Oh rolling, hilly, steep slopes, mountainous, other b. What is the steepest slope on the site(approximate percent slope)? Less than 5% c. What general types of soils are found on the site(for example, clay, sand, gravel, peat, mucky)If you know the classification of agricultural soils specify them and note any prime farmland? Sandy soil d. Are there surface indications or history of unstable soils in the immediate vicinity? If so, describe. No. e. Describe the purpose,type, and approximate quantities of any filling or grading proposed. Indicate source of fill. Remove 600 cubic yards of soil and replace with pea gravel and tanks for fuel excavation. f. Could erosion occur as a result of clearing, construction, or use? If so, generally describe. No, surface water will be diverted to existing catch basins. g. About what percent of the site will be covered with impervious surfaces after project construction (for example, asphalt or building)? 90% h. Proposed measures to reduce or control erosion, or other impacts to the earth, if any: Follow the temporary errosion control plan as will be submitted and approved by City of Renton Public Works. 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. Minor dust&construction vehicle einmisions during the construction at the site. After construction is finished, automobile emmissions and gasoline fumes. b. Are there any off-site sources of emissions or odor that may affect your proposal? If so, generally describe. None. c. Proposed measures to reduce or control emissions or other impacts to air, if any. Turn construction equipment off when not in use. 3. WATER a. Surface: 1) Is there any surface water body on or in the immediate vicinity of the site(including year-round and seasonal streams, saltwater,lakes ponds,wetlands)? If yes, describe type and provide names. If appropriate state what stream or river it flows into. No. 2) Will the project require any work over, in, or adjacent to (within 200 feet) of the described waters? If yes, please describe and attach available plans. No. 3) Estimate the amount of fill and dredge material that would be placed in or removed from surface water or wetlands and indicate the area of the site that would be affected. Indicate the source of fill material. None. 4) Will the proposal require surface water withdrawals or diversions? Give general description, purpose, and , approximate quantities if known. No. 5) Does the proposal lie within a 100-year floodplain? If so, note location on the site plan. No. 6) Does the proposal involve any discharges of waste materials to surface waters? If so, describe the type of waste and anticipated volume of discharge. No. b. Ground Water: 1) Will ground water be withdrawn, or will water be discharged to ground water? Give general description, purpose, and approximate quantities if known. No. 2) Describe waste material that will be discharged into the ground from septic tanks or other sources,if any (for example.. Domestic sewage; industrial, containing the following chemicals...; agricultural: etc.). Describe the general size of the system, the number of such systems, the number of houses to be served (if applicable), or the number of animals or humans the system(s) are expected to serve. Site will be connected to the sewer system. c. Water Runoff(including storm water): 1) Describe the source of runoff(including storm water) and method of collection and disposal, if any(include quantities, if known). Where will this water flow? Will this water flow into other waters? If so, describe. Storm water collected through approved drainage system. 2) Could waste materials enter ground or surface waters? If so, generally describe. No. d. Proposed measures to reduce or control surface, ground, and runoff water impacts, if any: Follow all regulations regarding clean water through approved storm drainage plan. 4. PLANTS a. Check or circle types of vegetation found on the site: deciduous tree: alder, maple, aspen, other evergreen tree: fir, cedar, pine, other z shrubs z grass pasture crop or grain wet soil plants: cattail, buttercup, bullrush, skunk cabbage, other water plants: water lily eelgrass, milfoil, other other types of vegetation b. What kind and amount of vegetation will be removed or altered? There will be new landscape added. c. List threatened or endangered species known to be on or near the site. None. d. Proposed landscaping, use of native plants, or other measures to preserve or enhance vegetation on the site, if any. Planning on upgrading landscaping, to be approved by the City of Renton 5. ANIMALS a. Circle any birds and animals which have been observed on or near the site or are known to be on or near the site: None. 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. c. Is the site part of a migration route? If so, explain. No. d. Proposed measures to preserve or enhance wildlife, if any. None. 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. Electric energy will be used before and after construction. b. Would your project affect the potential use of solar energy by adjacent properties? If so, generally describe. No. c. What kinds of energy conservation features are included in the plans of this proposal? List other proposed measures to reduce or control energy impacts, if any. Follow NREC Code. 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. No. 1) Describe special emergency services that might be required. None. 2) Proposed measured to reduce or control environmental health hazards, if any: None. b. Noise 1) What types of noise exist in the area which may effect your project(for example: traffic, equipment, operation, other)? None. 2) What types and levels of noise would be created by or associated with the project on a short-term or a long-term basis (for example: traffic, construction, operation, other)? Indicate what hours noise would come from site. Noise do to construction equipment on a short term basis. The noise potential will be during 7:00 am to 4:00 pm daily, Monday thru Friday. 3) Proposed measures to reduce or control noise impacts, if any: Turn equipment off when not in use. 8. LAND AND SHORELINE USE a. What is the current use of the site and adjacent properties? Commercial Uses. b. Has the site been used for agriculture? If so, describe. No. c. Describe any structures on the site. None. d. Will any structures be demolished? If so,what? N/A e. What is the current zoning classification of the site? Center Suburban(CS) f. What is the current comprehensive plan designation of the site? Do not know. g. If applicable,what is the current shoreline master program designation of the site? N/A. h. Has any part of the site been classified as an "environmentally sensitive" area? If so, specify. No. i. Approximately how many people would reside or work in the completed project? 4 to 5 people will be employed j. Approximately how many people would the completed project displace? None. k. Proposed measured to avoid or reduce displacement impacts, if any: None. 1. Proposed measures to ensure the proposal is compatible with existing and projected land uses and plans, if any: None, site is exisiting 9. HOUSING a. Approximately how many units would be provided, if any? Indicate whether high, middle, or low-income housing. None. b. Approximately how may units, if any,would be eliminated? Indicate whether high, middle, or low-income housing. None. c. Proposed measures to reduce or control housing impacts, if any: None. 10. AESTHETICS a. What is the tallest height of any proposed structure(s),not including antennas; what is the principal exterior building material(s) proposed? Fueling canopy will be 18'-0" tall. b. What views in the immediate vicinity would be altered or obstructed? None. c. Proposed measures to reduce or control aesthetic impacts, if any: None. 11. LIGHT AND GLARE a. What type of light or glare will the proposal produce? What time of day would it mainly occur? Building, fueling canopy, and area lights will produce light during night hours unil closing. b. Could light or glare from the finished project be a safety hazard or interfere with views? No. c. What existing off-site sources of light or glare may affect your proposal? None. d. Proposed measures to reduce or control light and glare impacts, if any: Plans per NREC lighting code. 12. RECREATION a. What designated and informal recreational opportunities are in the immediate vicinity? No. b. Would the proposed project displace any existing recreational uses? If so, describe. No. c. Proposed measures to reduce or control impacts on recreation, including recreation opportunities to be provided by the project or applicant, if any: None. 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. b. Generally describe any landmarks or evidence of historic, archeological, scientific, or cultural importance known to be on or next to the site. None. c. Proposed measures to reduce or control impacts, if any: None. 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. NE 4th and Olympia, see site plan for access. • b. Is site currently served by public transit? If no,what is the approximate distance to the nearest transit stop? Do not know. c. How many parking spaces would the completed project have? How many would the project eliminate? There will be one new ADA parking space, 8 located under the canopy and 5 standard spaces 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). No. 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. About 250 trips per day, Peak will be from 6-8am and 4-6pm. g. Proposed measures to reduce or control transportation impacts, if any: None. 15. PUBLIC SERVICES a. Would the project result in an increased need for public services (for example: fire protection, police protection, health care, schools, other)? If so, generally describe. No. b. Proposed measures to reduce or control direct impacts on public services, if any. None. 16. UTILITIES a. Circle utilities currently available at the site: electricity,natural gas,water, refuse service.telephone. sanitary sewer,septic system, other. 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: Name printed: E cz. �. Date Submitted: `' A ' 04/17/88 08:28 FAX 208 874 4572 Tow TEE la ow. r :r • 11.11, • 1IGAL paceropricho EXHIBIT A • • That portion of the south half of the southwest quarter of the southeast quarter of • Section 9, Township 23 North, Range 5 East, W.M., in King County, Washington, described as follows: • Beginning at the southwest corner of the east acre of the southwest quarter of the • southwest quarter of the southeast quarter of said Section;thence northerly along westerly line of said east acre 180 feet to the point of beginning; thence continuing northerly along the westerly line of said east acre 195 feet; thence easterly on a•line parallel with the southerly line of said subdivision 105 feet; • thence southerly on a line parallel with the easterly line of said subdivision 195 'feet; thence westerly on a line parallel with the southerly line of said subdivision 105 feet to the point of beginning; EXCEPT the east 7 feet thereof far Public Right of Way Easement. Also known as Lot 2 of Lot Line Adjustment recorded under Recording Number 8104070745. TOGETHER WITH: That portion of the south half of the southwest quarter of the southeast quarter of Section 9, Township 23 North, Range 5 East, W.M., in King County, Washington, described as follows: Beginning at the southwest corner of the east acre of the southwest quarter of the southwest quarter of the southeast quarter of said section;thence northerly along westerly line of said east acre 180 feet to the point of beginning; thence continuing easterly on a line parallel with the southerly line of said subdivision • • 105 feet; thence southerly on a line:parallel with the easterly line of said subdivision 180 feet; thence west 105 feet to.the point of beginning; LESS the • south 30 feet and less the east 7 feet thereof for public right of way. . . • . •. • 11.!ar,. - r 7.-:P.:, __-_,11._,___ — ,t• 1----7 EL_ • I ' - :=2.....,2: _ _‘ ,v., 4... -.o- , - A- .. __. iing—iiiEllin— IPIJ .,;-,,,-s:5:4,..:,!,„:;;',....:',...;.-,';' •••••,;•'.,:i-• ., • p.:',;°' '"--- s 12 fe t;'..j..1.1,,,,,=,\ \ ''' N '116k•MI ST 1.11 ! 1.... ki,,,,_ . .1, . 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S r 9 • DESIGN • ., •`` 'a•''' AND.CONSULTING - City Of Renton - Development Services Division S&S Design&Consulting 200 Mill Avenue South 12303 Cyrus Way • Renton, WA Mukilteo, WA Re: Construction Mitigation Tommy Yee Shell And Wash 98275 N.W.C. of NE 4th St. and Olympia Ave. NE (206)742-4944 • Proposed construction dates (begin and end dates), phasing: The project would start within 1 week of receipt of permit. In this case, the projected target start date is September 1, 1996. All phases of construction Fax: would start at this time and would last approximate 60 -90 days. (206) 742-7410 • Hours of operation: The operating hours for this project will be from 7 a.m. to 4 p.m. Monday through Friday and occasionally Sunday. • • Proposed hauling/transportation routs: All materials, equipment, soils, structural fill, and rock products will be transported from Highway 405 to the Sunset BLVD NE exit. From Sunset BLVD NE, head east on NE 3rd Street eventually turning into NE 4th Street. Follow NE 4th Street east to the project site. • • Measures to be implemented to minimize: dust: water trucks will be used to keep the site moist during grading of the { proposed site. traffic and transportation impacts: construction workers will utilize commuting with each other when ever possible. There will be times during construction when traffic management Consulting will need to be utilized to control traffic flow on the public road systems. mud: Permitting All construction equipment,trucks, and trailers, leaving the site will be required to wash down there tires as they leave. Design noise: - All construction equipment will be shut off when not in use. aECE,V EP CAD Drafting JUL 11 1996 Site Layout NNING DEV cm(O F RV ON • 44' KE i H A. .LITCHFIELD, F.• . . Sf1 E'DEVELOPMENT& TECHNICAL SERVICES _ 128 West Marilyn Avenue, Everett, Washington 98204 (206)290-5458 - DRAINAGE REPORT PROJECT SITE: • YEE RENTON SHELL NW CORNER OF NE 4TH STREET & OLYMPIA AVENUE NE RENTON, WASHINGTON, PREPARED FOR: TOMMY YEE 34406 14TH WAY'SW FEDERAL WAY, WASHINGTON 98023 . • . (206) 874-4572 • . PREPARED BY: • KEITH A. LITCHFIELD, 'P.E. ' JULY 1996 ' . - LITc .ts'of 4( le'd, - �xara Es wnsy� �'f a re°�( � 96 ' ` ar�r4AL�o-' . .. - REC IVED • z-� • JUL 1 1 1996 DEVELOPMENT PLANNING • .CITY OF RENTON ' . TABLE OF CONTENTS = = I . Page I. Project Overview 1 - II Upstream Tributary Area 4 III : Downstream Analysis 4 ' IV . Records Review,‘ 4 V - Hydrology 13 VI Conveyance System Analysis & Design • -:21 VII BiofiltrationSwale Design: 26 VIII Erosion/Sedimentation Control. - 32 VIIII Maintenance & Operations Manual 33 TABLES, FIGURES,'AND DATA SHEETS ' Vicinity Map .. 2. . Soil Conservation Service Map 3 City of Renton Storm Drainage Inventory Map - 5 Surface Water Problem Site Inventory Map , 6 : r King County Wetlands.Map - . 7 King County Streams & 100 Year Floodplains Map 8 .King County Erosion Hazard Areas Map 9 -King County Seismic Hazard Areas Map 10 - King County Landslide Hazard Areas Map 11 King County Coal Mine Hazard Areas Map 12 - . • Undeveloped Site Hydrology 1-5 • Developed Site Hydrology 16 Hydrologic Analysis 17 Conveyance System Tributary Areas _ 22 Storm Water Conveyance System 23 . Pipe Sizing Worksheet - 24 Biofiltration Swale Computer Data Sheets , 28 APPENDIX. • A. Tables, charts, and graphs for sizing conveyance.system. • • L Project Overview The project is a proposed Shell gas station with a 2,050 square foot (s.f.) convenience store and 3,050 s.f. self-serve 5-bay car wash to be constructed on the rectangular 33,802 s.f.-lot. Other structures to be constructed include a 2,242 s.f. , - canopy over the fueling islands. The present slope of the existing lot ranges from approximately 1.5 to 10% and generally descends from the northeast to the southwest.. The majority of the lot is presently covered with gravel and sparse grass. Somewhat thicker and taller grass exists in the southwest corner of the site. The property is bordered to the north by a single family residence, to the west by a commercial business, to the south by NE 4th Street, and to the east by Olympia Avenue NE. .44 The proposed project will be provided with access from NE 4th Street and off of . • Olympia Avenue NE. A total of 22,585 s.f. of new asphalt surfacing is planned for the development Parking will be provided for the development and will consist of' . 4 standard, and 1 handicap stall. Landscaped areas will be provided at the southwest and southeast property corners. - Water quality for stormwater runoff will be provided in the form of biofiltration swales along the western property line. 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CM** 1.4), I . - • , , cs//1 k - I ' 4 4 •A-Ric,.... e v I.,-,. „,mii.- r• .., .SE DEVI Ft ,„5 IMEArr •....„ 14 14, , rip,Os •re, a IL:WA. i s'-:TIIS,, Enr er 2 LI IULATT Pc. ,2 OISi •Cit .ZZ s .4* t• .0 '" 1 ',,,..,1 77.•:;5177.-.P SE.)40111 iir, 44N•••!;C. f '''s.:1411411'SP ''''' olkip.4 •:••;`;'...,t'....1.fi..!..:0. , ..--.1 . ., ti H. • 1soT kES000••• ' .S.NEIMITS•.: + ks0,..- 'ssiiiss.,....:••,•1:;•Iss,/,:s• I: II ...,..* t rcg 713:137:::Killui2 zi st < '' II:',:PAPIL 0:•:.4TITI:ST . x4gaa_fpXN • t'tnx.....‘i,',...:,;,-...• I \ __. .' ./.14 44 :A.. I ...,•••••••••s.',:s.S...1 i met.°eL . . .:%.:.::.',q0.K...::.....' sE 14.1130 r ST '--";...: iikt$4110_ i ' . . . . . • ' . ' , . . . , ' . • . . ' . . •. • . . • • • KEITH-A. LITCHFIELD, P.E. . . FIGURE: ' I ... . STIV DEVELOPMENT& TECHNICAL SERVICES . 128 WEST MARILYN AVENUE, EVERETT, WA 98204 . . - • (206) 290-5458 • , • . . • .„, . 2._ .... . . . . . . . . Soil Conservation`Service -1,( ap - ' , i _ ' ,II.: . , . :: • I :c,\:>>. �' \ �Q�sl`E ighlan '1 ,.�'�=1 c L II—� I# I J r SCk1 ' fIJS f I - o ' ' 'c^z;>-,.:y' 8 ` '•-•••• ' ••w`, O" •9 • keM '413 HC i` •• l►. P ,, 0- Xiivr--004,.1. 1 : I i, .Agc �,,.•. 1 ., • l . :111. !BrAINIT 4�nfl „_._�1 .:, ,Trailer •:1. 'f n.Evg •11• ,; '_ ? �••'�►✓s �� - ` I�1 �� • n • , • -1. .: � � •,��arklr• . n =' n .gl ugM - .' i -Y gr,,,,,. s `C a—_ �Q/° ' �r' r-:----� ° ,, II• :III3, A 424' +.'-_ 'l 917'0, �/ '„..., , � I. Greenwood Ca: ° . EvD *, • 1 ...,....- / • �!oik, ( •AkF�'% --�, r,• ? i 11111111111,/,‘ �.■ ♦ I AHo _ q I r . \ '•�406 `�J ``�"',� i'7.,/ l 7_ -L �I `. it. , ,,t • . - • . . Y � ICI II\ Cemi1•',I EEC •�u• `�\� �,1 .An ,,1 I ! � - J _q ,. Park/ GRAVEL SPIT E, 4\ 11 ' •1 .� :,p', 1, , •'Rh1111V, • 1_4 I'‘ / --- — - :\ . \A 1 .. ••�•.•�rt\C \.: . ' ' ,.. `i`I-�. .rl�•' �. • —.,.fi -'is .... :- - :: t . I ll:1: - 'I m II: 101% AkF I 1.�` �r = \ I BM •\C, •.� �7 :... ,•� Fr �1. a CA\Ilk:: `fi •� o I� i,a`Gt Ai. + _7 ;• 1 \'''-',,,,, AHo BM13�, AkF., RIyEh,� ';, Yew°d�co� _ .: - RI- � InC . 1 - r." / ,� 1 __ - :-'•- i /+--`,. -° / ate. :� 7\ ' Rh ��� _-'' SubStaI AF.Ci_-°O n 'ten`. --'-- '. ••\• .:. i .o A 1 ,^ A oD- e ° ,' 21 Ia •- �► ,\ \M , • - \ H 20 o r - i . I I \n �\ -. .• 4gC . 4kF I (,‘ a� I N,"'/- '1� \ i I ]2C a\ f (� geCl1 Y ' ' i \ lErLcJJ: � LR / u M ]g0 '•r 11 I' l a `` --1 gli Q A . ! % :-c g I /, � j . g' . (1 , A,.30,- : s: • :::1--: '..,' ' ''''': i • L LEI' �� rid i .IoI il' 1• •1•'�ihl1H[I 11 . n - '' KEITH A. LITCHFIELD,' P.E, FIGURE: Si1:d DEVELOPMENT& TECHNICAL SERVICES • - 128-WEST MARILYN AVENUE, EVERETT,WA 98204 - (206).290-5458 � . • • II. Upstream Tributary Area The upstream tributary area consists of single-family residential buildings to the north and east. It appears that a majority of the upstream storm runoff has been - conveyed to the existing storm drainage system along the west side of Olympia Avenue NE. What little storm drainage that may impact the site appears to develop _ from the small residential slope area immediately north of the site. 4 III: Downstream Analysis A field review of the downstream conditions was performed on July 3 1996. The . weather was sunny and the temperature was approximately 75 degrees. V • Due to the topography of the site, it is likely that some portion of the drainage that. • . . develops will pond along the its western property line. Drainage that leaves the site would do so at.the southwest corner. At this point the drainage is conveyed downstream to the west through- a series of 12" (north side of NE 4th)-and 27"- (south side of NE 4th). At the corner of NE 4th Street and Monroe Avenue NE the conveyance' system connects to a 36" storm drain that flows to the south along Monroe. At the corner V of Monroe Avenue NE and NE 2nd Street the stormwater enters a 36" perforated infiltration pipe constructed along 2nd street to the east. The 36" perforated pipe is then connected to•a 48" perforated infiltration pipe. The end of the 48" perforated V pipe is the terminus of the drainage system. V : . , IV: Records Review = A review of King County's Surface Sensitive Area Folio Maps, which indicate the . following: . Streams:. V None located within the one quarter mile area (see figure) . .Wetlands: V None located within the one quarter mile area(see figure) • Erosion: None located within the one quarter mile area(see figure) Landslide: None located within the one quarter mile area(see figure) Seismic: , .None located within the one quarter mile area (see figure) - - A review of the Soil Conversation Service mapping indicates Argent, Everett material, at the site and along the one-quarter mile downstream of the site. , '-1 r Crr( b QE Nrrost,- ° NI o� --'Nt r4P 4 .\ iii gi Z . • > _ x _, Lal . o E a • .. . . . . Z .. :.�'. � `i I7.F7-19 U.F7-2D 17 G7-7 .. ...4 lig.'" oviii- �IJE7_q � 13,F7-1 - lij .. • �� . iiie ` a 17.E7-7 13F7"1• • 13FT 7 • • . ].E1�17 17,F7 _ 17 F7-11 � • '� 13.117-7ii, a �� • I7.E 7-12 gRE7-4. I 17.f7,12 13F7-13- I3.E7-7 • 17F7-13' •.3F7-16 l>.F7 IP& • � ® . ,J,EB-5� O 13E8-a uF7"1 J,Ej • I3.F7-I4 • 17.F7-8 1 O 5 13F7-7 .. 17.EB-7 I7 E7-6 FI 7 9 . • D.EB-2 -S ITJ..., 'f . ' • 13,1113-3 • 13,E8-1 , . . . 41 14 13,38-1 _ _ �l3.FB-3 ,t i . IIIIw. 4 . , 13E0- l7 0 i' ;,;t 17EB-1 , O 17# 13,8 fOlikkv, II• `. • _ 4TH 13E9-i • -17F9-6 E7_9 ,F ,3 F9-4 13.f9-7 18.E2-3 18E2-2'•18.E2-1 - 1 O . . -0 "O 13E91 - 13,F9-2 13.F9-I ••i., •.r i_4 18.D2-a4 - I8.E2- / • • '' 4TH. _ • I8,C2-10 I&D2-`d Q I&D2-3�7�' • I :,- j 18.D2-5 1,D2-4 18.83-1 •- 18.E7-1 O .. 3(v ?lit W • cz Z 0 I i = ' 18,E7-2 • • NE 18,F4-2 ' ,E,,F.-t END l&E4-1-0-- 4 • 36" P6R�= • ` • _ KEITH A. LITCHFIELD, P.E. .. - FIG FIGURE: SITE DEVELOPMENT& TECHNICAL SERVICES ; 128 WEST MARILYN AVENUE, EVERETT,WA 98204 . (206) 290=5458 - ?.''' ?d,81,' a.rt‘ -)17T-E.), ---:-..,-. , 49t:41, •. ,- 1-lipk. .: . . ...,, . ,... . ", . .. ._ ---..r-:-rki A°'''' ' ' "ii .1:: -.' ;.11, •lit .-1 ,I I. flO I '' "s '' ':',:..- ' '" • .. 6 - -'-6 4-71i ..i iy 4 4 .. A „...„., r_7...7 1.6 • 59" f. . ,a • v.dLl.• -- ;uc moo'-" x PS-4�'. Tsyy j -±P3 5 Vy % �.I,l-- a, . 0 ., air. o�:�NF G.l �« z gClj Llr. - - • 1 • Nm sr l -.:i - `! is ,4: tj , I � • ' . • ' .t .�F,�• -,� - +' I Y •1� I /r ;•St•,lP. ((� ` 'lGrl��: , j J mP3 ar. . Lis__� - -" - —=-Y_:--x- , 'u, .- t „ F• p I s , • ;il�• , � ' is I..'• • 'L,, .5 it �,� - ,' . ;I k; _L .It:J. . :::: sr, te , • • f. • �I_ti !. pi?' ,ram:+ �'�P�1� �L.• . PPS T �Li xs cU t 3 �IIr ' • r iLr .,' , L �J O PS-29--r a-`)'' I,• 1 lig,4i - :II !�f. i'r--;,;r-=--7- _-.. - _'' ' "'� ��'^ no � a ;: o S-t _. __• :.-,-±6 :., r„I ,! ;;. 5 •• EE. ' ^, 1 1 • y I'. ,.!,....A PS-iio, PS-13b1 . cg. `' i ^�`_:`-til.,n i i ,' :., _•�_: .:, LAKE 16THLEEN" 'pl. .. `r�r•\ ; .�6 \' P�T'�2{8/'ya1i'�A' .c o:.r ,i- iwe• '_�i. tI • s //'.'�, • +..1..'- .,.:;•? ,•,4�p 8y:.. -::-:.I) ,.'-.�!e�:�'. • , _ L', raj, - .0. - _ I PS-2r •`I ^,,, •• 1§ ,4,, ,1,A1 c.c.:,. 3 '!'��=.�i, i o:, n+ ''e§-? ._',''�` n,i:�V ram' • ��' `� :;�.iJN is.-;I ` s 'i1. 'ii ice'".: - L,u.N ,In I� ,r17. iil' .r� '�_,L((-^, ell +F •� \J .. ..i _.t• • -„.., ,,,,,; -•I,ti PS- V --f-V;'y,,�JI • ,d; '{; a y ,may" 1 ,t��•, . .rl1•-1:,:1 'I' ., i.1 dr ,' • IA iris:".�>,:,r'..} - 4-44. �.�..��7-,7-• _ • 1�1:-.1 �i al 1'i• - iNII �•x:•.•'" A 1 . !V Y 1 .1 ri KEITH A. LITCHFIELD, P.E. - ' ' .FIGURE:, •4 - . ' . 'Sll:b;DEVELOPMENT&-TECHNICAL SERVICES • • ' 128 WEST MARILYN AVENUE, EVERETT,WA'98204 (206) 290-5458 3 .' i-4.1.1 ,..: i 4 f:c. ii„ 7 f. . „air ... . , , , . -..„..... ,, 4,. .:, • .. 1. ill, L `..' -- . ,.- .,-- . . ''‘.11 Ala , .e-g-to -4 r., tt 7.— ': /2PvisigneAr - . . , •••. • „. : : ,,. • . ... _61. - _ -- . . .,,. .,...... , • . ..... .1 ,E. .. ... • tet...a:... . F 1_.... tri • v ..f : . ... . T,,. I ;. a Ni 1 • il‘qt z2..,wo 1. , . : • - .-- • 4: ` ral .r d ri • • �'' r t r•'NnIiS\ r•,•,,- �'� f . ' - i. .4„....14.: fr,'„ ,.! .••- .- ... .; • 1...6,.•'IL,:.:‘ ,• _ •i!•,.:•:'...irt'i j. - . •.. .-..,,Id . ,),Ip.. - Pligairziiiic z.% \ 1„•* - .a.t� i... 'bwr Y . !u..t. .4 = •` •; `1r'f; F-~�,r It. f I e�y� 11' •' �\ `\:'•� • 1 F I;!1 --r-'"4- 4' r, _ I �„riS Y O i. • 2� _ NJ� �k' \ :t 1,�6 t• I i •• y i'.1_l—. 4,, �' ,- 71i'...00, a x•, : - A b 4 1211. , •. - ...it /b....-. L:1 -; 1 . t.'''4 , Ni.--4, :_ ?:::---7.;_!--- . .,. -:.....„ -, • _. • - . - . • .- , -- . garft. • 1, ` t'�' E : . �krm. f •" ' - _i. -id6 =�q c r? ~a< • 1 !j ,.d 1 - ' , ,?Kw,n• .. 's /[/ _• a`. :�_ tom. 'r 'Jo r.f'� �), Imo: �� des. a : 'x'tk,�'�i!i I `/ � • '' a l •a1 'Y--.. _-..-.. .I •-n •�Y- 'G-•• t ��®-• \!. . 1 • Wetlands 'Wetland! . Duwamish . Open watery-_—j - smma= Basin Boundaries . - e-a. - • Sub basin Boundaries :---;o= — �� _ • KEITH;A._LITCHFIELD P:E. FIG(IR : .5' .SLIE DEVELOPMENT& TECHALIICAL SERVICE'S ' 128 WEST MARILYN AVENUE; EVERETT,WA 98204 ' ' (206).290-5458 • .. .` �- ` -4_!. r',- . F .I ■ ` -emu } • l�( ,.. 1. a.. - ,. r..,.-.1 ', .- : • . • • , ,--,.. _H-7,7-;i •aL' f ' '.--\-•A, - :.4 i,.. , . .:._:..sz 1,_.. .... ,. . . , , . : ..•:-#4-t* .-..- ,-' . - • o a:., .. ,`. l'•`.• !"-tie, . :., - - ''`� •. - y . i- ------ ` : I----- -;ss - .-1C' .,,"- 'It ` •- .. - - — ��••.: : Iti . '.l. .t • ' : . ...f-ti••••2 .. : 10. •,,...--,..-,,.;. -... - • • "-- , ••• . r.; 7...0: 1--.4 I.: = • _., f_. -, .,,-..-: v.., --.1,— ••.„,,..,:...: , . •••:-.-.:A. • ''-,x.''.k:-',*•• •'-lf-774-------;4•• .4.,,,...1.:17[2.. ..- - - "1"" `.."11,.l . :--,.'-'. ..':/. ',. .1:....:• : tag. .Lii---------.f. , ;.,,-1...._. nit:- . , . . :. , . . ... ..„: ....4 , ,k_: , . t. ..i: . , _ , IA. .e `f .. .. A. ,e' ,, \•...N. -'. '4 i.i I-• ''t\• c 1 111: .�---+--_-_e'. ° `. �1i -i-• :r,' - 'd ', t t_ ' ' -f•, Sri • ` . Pre r r 'if • , , •_ .. + ` "��. `L'. . .I� NEW■� � @14-•. `�.•P'^ z _ _ -.,k_i— G '' ;. ._ ',f: _ 771 '1:;..1 • _. �, �ti it �'\ >' �n - -)•:',..eVi'•-•,,. "T'_ --.TN, it.01;-.1:-'•:,•:7•7' 1 •.. i iii tint • • ,... •' -,_:....= -" '-_.,,,--_,, -• • L'. ' ,, . ..,, . '____.y. - -, ,. , , _ _,. . 111_ ,, ' i-14 1.411 7.I.in i= 1.'.' ' ,‘ '' ,X, ...;-1 I _,, '!--' , ; ' ' ',..--;. - _I — =11* iii, . ..." ••sc., ‘-....,.--1_ •••• . . . , . , " -41 , ,: •,-. .:, ....•• - ... ir 4.— .;• -.1_rA.. ,••. _ r I • s= — I �� Class i Duwamish Streams and 100- Claps 2(with salmonids) Year Ffioodplallls - Class 2(perennial;saimonid . ""2' ,s - y.,3 use undetermined) _ - 9 14 . • Class 3 f �io_ ' ' Unclassified' _s- t , . - - ?} • - KE ITH A. LITCHFIE LD, P.E. :'g, FIGURE: : ' 'SITE-DEVELOPMENT& TEC�CAL•SERVICES . 128 WEST MARILYN AVENUE, EVERETT,WA 98204 (206) 290-5458 - . ••. ,.. • : . • ,' ---:::...A kr 1. ‘'' ''.• . - .•z. ..-13, • I •• - _ . • -., ,,. x ,.. ,. ,. se....„ .• .. - • . y.,..,,Elic.- rii, . ,•----- - • . , , . , .. .,__ .,,,,..,,, • , .. . ,.. :: " ... . ." - . ,.. ,--,-. . • f . - : ... •,- - ...' , .1,; :•„., , - ;4 1: .. MI r . •,. ,•_.. . ...• . .. . , i, , . .. , _., . . ..• • . „ i . ,.: . . . ., .. ... • , _. . , ....„. .. . t___,,,,,...- , • .. . • • . . „.., • .. .. . , • „ _,. . . . . . ., :-.•• ..., • ,,,,.: . .... .. . . .. _....t_, '. •,.-,,,' .• . . ..) ....eizair - 1141, • . ,-. • • L `f • d►e h . .:' .....-* 1.1,r •:‘,111, ...''',:,-(N. ..---;-4. -::-...., , , •• - • •• l - `- . -taus-tl ,V4 In .. •.% Aik. .4'. ' t':'1,- 1--c''.' .', .4'451--:or '..---, :yam' •:{�� �~ i .��' Yf' F I. M •rJ' r - ',.. t • ieny ,� � -- it . g ,�f,Sire. , I - ' NA lift-4 d y.: >* i - --. ,�' •,ate..: ;�. < . • — r • .AN --- . • 1 3 . .' t . t __:-.-- ... .,..._,..:._•,:...--''.... .. . ' ... •• .': I. 'L'.--\' . .-- ;.; ; :, ." -•••:. •-----' -,...k: . : - ...-••-,.. •:, ... , . . ' I •••••• ', ..- -. 16., . i'*,t0 ••,.:1 ,-.,.... •• .,ittiamk .1.1,.:.;.,.-- , • . . ./ '. :,.. l'.1...._..,' -.., ' •, '';-. 'IV 116 .11in as.„Ajo ' ... 1 '''....1.: ‘.. .. ,, F -r 1 AO Erosion HazarC�'. Duwamish Areas -- . 13' 3C . ' 9 :14, 's J a5�10.� ' KEITHA. LITCHFIELD,.P•E•. , ' . , FIGURE: 7 • S11 E DEVELOPMENT& TECHNICAL SERVICES , 128 WEST MARILYN AVE WE, EVERETT,WA 98204 ' - ;: . • • ' •. '(206) 290-5458. ., • '^t l.rk..."''.1C4 1 : ' slit !� y' l •{ `C*.4 '• ' r' / .. ".1•t./1f • 1 k C ` ••. ' - • ,L?--. ,i.t.',•••' - 7 • .... ----ff-4 N. ...CJ.•..1' - r . r'')/:.• ,..‹,..„\--.--. • :. i`TLE ,i 4 1 l - } -7 Intl _ r t. tis,.-. i , t�: r •"•re \ �,f•4. L .{�l s'' ` 1'k. .: n-n\lexr - . .mi MEE ♦ ... _..• .• .... . . .... . . .• _ ...,.,..,,,L.— - •','tr. ",;,. ,e: ...,.. Ihik:. . 1. j, -dr:• .1....i--•-is- r.....-:',-.-.--)9i't''. ... •mram • .,... • :.""'..\:- ---7-7',.;..'•RIOR '706fignilig ' ' .1...._ , \ ' ii. I ,a I xr V • :Uy i_-lie - .'\` _ , ;: . • � { (.1- -..•:e;\-- -,?'..,:__ -e,.•-'4 . .. ....::4'fl, .4-7-- •- .:;,:-.‘,.,..,..— • 1.1.J '.' :ii I. . ... i't,i -.- . ..... A ..- ..-. . - . , )11/46 . . .. . _ , ,, -,--- „twit-our ''s'11''''';'.... ''s -. • . 1:' 14.1 '1 r: - . .• 46514' V11111 d' of, i >. �� . \_:. '. � .. ..,,.- i' � .j • `_ .XI`.-. ' "i r.' ills, _ 'Y ;,� T 1 ' , j: II''..,0110:1!. . , , 4S' -.:'..t,-.. .-;;;..--.---•• 2. '`.. , -• ' -'••,--., ;'-'•.--..t-, ; - • . -`�!. ��. .` ✓ 4�.^ iy/` \ • ; ‘.� wry ,`' ? --..-:,:i __ ,,,,,ti I . . • C. • 1 r�MIL. k • • -sea 'l lam •�1 w '' y �, • It 3 =mei 9 1 ...' '''m : _,..,‘ -i i - : • Seismic' HazardD• uwamish Areas '-• T • 9 :tal tom • • ' KEITH A. LITCHFIELD, P.E. •• •• : FIGURE: • S11 E DEVELOPMENT& TECHNICAL'SERVICES . 128 WEST MARILYN AVENUE, EVERETT,WA 98204 (206) 290-5458 to • �C L�'CSC• ;."'1 h ■ 1- '�' `9. • • . . A...., - ' rip 4 . .,, ... -1 .7.,=.------ .i.: -.. . - •-• . .• • • •. _Ei ` r., L �t� • liall . ;it.,, . . .. ._ .•, • . •• , , ,. .c.... ,.... ....• *SAM Plib • .'2.:,, 10.., . .,'—' rt :. V. ,s. r(.:1-- _ . Ft T ` .r. .weds •'`�.»-_.�.�{ . ,ter. -\ O�! __ . _ ______ ___ _ -_- • • • • i1,�y• 1 t•t ,e�i _I `1 =Lf Y• WEB`'. -;i=.." .• ' • f .-a• 1. �.. j 1 r __'`: -fin'.1.,.• _ • _ f . LZ 6. I - _..X. :� a _ ...-. =,.• y !gy p �'' t a' F _.._ , „,,.,........:[.. .. ...:- .....„3-1., in, ..,._, r,,. ,..\!: _ .1,112.; ,, FA • ,.. f„ , - --q ., /1, i I. -1--- .-. ... ' --.-. .. _..- : '1.i....., .!,Ai•-• • -•••:•,,,•F 1. --.1- '.• !noir .• -o �y _ . • • :...:-,..s.,. .....__irrit; • s-rm. ..,_..4„,„_:,........t.4.1,.,., ,--,,,,,c, t, ,, ...,./T...'..0-;,..-,-.,------. ' . . ',tom • i ; � ,. .. `�� ���• ';.�` -`" �'i,� '� -1\.�::« _...,' .- r'. `.4 1-- _--'•— ` .i71 - - .ti p��-t-.i --'..-'1 _ , . 1 A.II iii, , ittariffijiki ...... .- . iimip---1,77,-,.., • aiNgh �`- :1 .. 1 , , . ..,... , • 1 1 ; E.L.cl\„:„... c . . .. Duwamish • • Landslide Hazard _ -__- - --- . Areas "� • g .11 • tz,a` o- • .KEITH A. LITCHFIELD, P.E. . - FIGURE: . Sl 1Er'DEVELOPMENT& TECHNICAL SERVICES 128 WEST MARILYN AVENUE, EVERETT,WA 98204 . .' (206) 290-5458 • 1,1 • • i3 Oiri 4111111111A-'' ' . ' - „• 7.-- •,-;:e I . ...:- -: h 4- •• •"' it . ry f 1 •• • • ` .i3 ` lIR v�"�L :` �; • .'• `:Nt•. 11e".:'/a'..'y. i - + i\ A I_ .. . •—. v _• t: :;- . itx . : . �i�,,.• ••• .•1,-,, - " 3.44 L `„. , -s=': _ - . • ig 'gyp• ,T--_l_-�' ' / - "`• • '•. ..d7u • '/,._-._' . h t-. .,: ,.,,"is ,,,:.; c !' ' : ,f • _ r 1. CaN �' _ :• e 1 K k ,_ • �;i_IEZiryr� �% .am,::.. ." -r • - - - k --"'"\\ '-'''.r.!: --. ''' 7 'Z7-`..=':r., . "'',.,:-' rildr. 11?-1-kt.,...,-47:::44- ....%„.._:'-...,-_-- :--c:_,:';‘,:t --.71-::./.-------------Q, ,".1.' '--7.---:-:--,' _r--' . ', .... 7,,sr, ,...„ ___•,r--f.- --:- , i " -K.N.I.,%! il-ir ' ; L. 1 •,__,___11 *rlitir• " , : -, f '1"6, ; spn°111itilli: 1 , \.1111-1.L,--"\;-1-4 1 r4-./71 ' '''' LiN -.. *N--.- ./s,--/i - .."..., ,;-;-. ; Coal Mine Hazard o�Wam�sn Areas ' ;.. .6 0 1a. KE ITH A.•LITCHFIE•LD, P.E FIGURE.: ( O SERVICES _ . • 128'WEST MARILYN AVENUE.; EVERETT, WA 98204 1� , %. . V. Hydrology A. Existing Site Hydrology " - The existing site is commercial property which is covered with gravel and sparse grass.. The slope of the site is generally from the northeast to the southwest at an average,slope of 3%. A small'portion* ,near the northeast corner of the site slopes at an average of 10%. The storm runoff that develops on the site generally sheet flows towards the western and southern property line where it eventually makes it to catch basins located along NE 4th Street. B.'Developed Site Hydrology The runoff from the developed site will either flow to one of two biofiltration swales prior to discharge, or be collected by roof gutters connected to a catch basin/pipe system. Concrete swales will be constructed around two sides of the fueling.island. All discharge from the concrete swales will be conveyed through a coalescing plate oil/water separator prior to,discharge to the sanitary . sewer system. As discussed all parking lot runoff will be conveyed to a biofiltration swales. The runoff flow is calculated using the SBUH method. It is f_' proposed calculated using the 2, 10, and 100 year, 24 hour storm events. Other design criteria are as follows: Areas .; Impervious.Area Asphalt = 0.52 acres (includes sidewalks & concrete slabs) ;• Buildings. = 0.15 acres • Pervious Landscaping" = 0.11 acres ' Total.Site.Area = 0.78 acres Soil Type: Argents, Everett material Hydrologic Group B Curve Numbers: • Impervious : . 98` Pervious = 78 (King County Design Manual, meadow or pasture) Time of Concentration. . " Use 7.74 minutes (minimum) • 13 • Precipitation: • 2.0 inches (2 year stonn using Figure 3:5.1.0 K.C. Design Manual) 2.9 inches(10 year storm using Figure 3.5.1E K.C. Design Manual) 3.9 inches (100 year storm using Figure 3.5.1H, K.C. Design Manual) Peak Flow: 0.27.CFS (2 year) , 0.42 CFS (10 year) 0.58 CFS (100 year) C. Hydrologic Analysis The conveyance system will be sized to accommodate.the 25 year, 24 hour - k ' Y Y storm using the rational method. The biofiltration swale will be designed ` based on the 2 year, 24 hour developed storm: • D. Detention System A detention system is not proposed for this project. It is exempt from peak runoff control due to the negligible peak runoff rate increase as specified by, core requirement #3, pg..1.2.3-5 of the King County Surface Water Desig n Manual. The peak rate increase from the proposed improvements for the 100 year,storm is,0.32 CFS, as determined by the Santa Barbara Unit Hydrograph Method. Post-developed, 100 year = 0.58 CFS Pre-developed, 100 year. . = 0.26 CFS Difference • • = 0.32.CFS s WdO *AL. -: f povK•a aro.n cal I . a]n Nru9 nuou ��� ID 4''44 o0Wd9l— _133211S FILL 3N' 1111, a cm 1 N15S I ' s f W won 3 ror' p - .noiFAN ce xwrl06 7NO3 Lon �''f� elt • - aa'.F cat41.0 1 - •aHG�.. - `'•_w- Lon Q ue +L" ' Y 0 0K s dlr.Z0 ANI �r� .°1 4 . yt„ .sow'N dro.ri ANI' ,..14 .L \. '. NIIf°..9, V •-']x m.B ANI' VOLOVAAWMor]dAL WL r �4,,,:,6 ? .9YLK''M9 d].9 AM `L 09]N tlJIANWds _D ICIK S eN dJ.il IT r wart S.7 dro�.L.W �• � V `kNp�- ucrq{ N06.ON3 O'170.., x e ILTK W I `p`p' dl .- 9,'rK d01' �-' m lGt�,- lo.K ,l I.' x40 `•'' r-f. .'I n a.'i'6,a E3^¢'`{ �• " / x .. way ��////^����_ / ma' s;ll=. �„ VI N' 11 � i.10'L['"S dro,r0 ANI I� I` : ; I I Z ii Il I' `' > € J gyp, I w LL'IK S dJ.LI ANI M° .. mkt- mkt :al• • ' ' ''lK'7 droLl ANI - vO ,9LIKN.roKl ANI a LK adro.Ll : st E. 1 O •. I - .I}/ I al- .. 1I 2 I ul • / o N Y ,'r I nl LO �F' ate. � , �� v. a ' Wy. a UaN 1 Z. I.AI ,OOiK Td9roB.NldW1Aw •• to /\ :u c I. a� irilkiNio, , li iiii KEITH A: LITCHFIELD; P.E. FIGURE ,511�"'DEVELOPMENT TECHNICAL SERVICES. 128 WEST b1ARILYN AVENUE, EVERETT,WA 98204 us 5 (206).290-5458 i4.- • • • Developed Site Hydrology s fit'• • • - .. -• - - NY S.337.87' I f/V,4'[D Mw S NIS- I ' TOP MIST - NY 12•01P W.NlJS' - 4 • - WIN l I I l 1 r i . \OLIMEIA AVE NE ---_--��. "r --____ - 4. .• (�� /�� J __ S f1C1.13.17•Fr \ S•-O•PLANTER A F- 14.1 N / / / F / �/ • ' YIP N.N,.93• EA.CB TYPE a S!�/ // ./...,- I / /'/ _�� WV,7.dP E.N,.T' (TO BE REMOVED) \/\ �I 4 di Cr 51�., b _ - ,5'!/ -// /. ( // - -� �'' �\�, \ r - . �. // / ooj/ �''I it/ % y3 / //Q__- Q -y. r' /0 // //" FFl•N5L0 i • . /3 / _ -�A� [k.CB IrP[ . .02. , • • • •Ip . ., , .. .....,.... .. .,......0, 1 ti ;4, . . .(7% 14.- . - i , .. ---:-..... .. ,...r• L . 4*WON N. �, FFE•Na,its O .. Al -. 1 11 .g.i ' , llEnn - / ____- - _ --v 4 ` -, ,S OQ�3'17•E ., / EOM PAVEMENT_ c-31<.99 YCNAININM[ERC[ i 3AlT- I I trl -`fTl • , - 7`\ bo 0 5 ,�,....6 1 • M M • • - • - - - .`. 2 • . O - WY l2.•CYP1_3...,E[.$i; ., ■ Vt.!' `I W W• H , !iv].•OIP S 345.a I I. •Ly PAVED-AREA :NV,YC1F S SW.OS T - - : _ - - a • :' . - BASIN SUMMARY BASIN ID: A " ' NAME: PREDEV. ,- .2 YEAR , . SBUH METHODOLOGY ' •TOTAL AREA • 0. 78 Acres • BASEFLOWS: 0. 00 cfs RAINFALL TYPE . • TYPE1A PERVIOUS AREA . 'PRECIPITATION 2 . 00 inches AREA. . : 0.78 Acres • TIME INTERVAL. .. . : 10. 00 min : CN • 78 . 00 - TIME OF CONC 12 .50 min IMPERVIOUS- AREA . • ABSTRACTION COEFF: 0.20 • • AREA. . : 0. 00 Acres ' • CN , 98 . 00 - ' PEAK RATE: '. 0. 04 cfs VOL: 0.03 Ac-ft . TIME: • 490 min - - a BASIN ID: B .• • NAME: POSTDEV. , 2 YEAR SBUH METHODOLOGY TOTAL AREA • 0. 78 Acres BASEFLOWS: 0. 00 cfs, . RAINFALL TYPE • TYPE1A PERVIOUS AREA PRECIPITATION 2 . 00 - inches - , AREA. . : 0. 11 •Acres . TIME INTERVAL • 10. 00 Min CN • 78 . 00 . TIME OF- CONC • • 7.74 min IMPERVIOUS AREA • ABSTRACTION COEFF: 0. 20 AREA. . : 0. 67 .Acres ' . CN • 98 . 00. • - PEAK RATE: 0.27 cfs VOL: 0. 10 Ac-ft TIME: • 480 min • BASIN ID: C NAME: PREDEV. , 10. YEAR . SBUH METHODOLOGY TOTAL AREA • 0:78 Acres BASEFLOWS: 0,. 00 cfs ' ' RAINFALL TYPE TYPE1A PERVIOUS AREA ' PRECIPITATION, • 2 .90 inches ' AREA. ., :: 0.78 Acres . TIME INTERVAL - • 10. 00 min . CN. ... . : . 78 . 00 TIME OF CONC "• 12 . 50 min ' IMPERVIOUS AREA. ABSTRACTION COEFF; . 0. 20 AREA. . : 0, 00. Acres ' CN • 98 . 00 • PEAK RATE: 0. 14. cfs VOL: 0.07 Ac-ft TIME:- 480 min . . , 11 • . • ' SUMMARY . .. ' BASIN . . ; BASIN ID:" D ' NAME: POSTDEV. , 10 YEAR SBUH METHODOLOGY TOTAL AREA • 0:78 Acres BASEFLOWS: ' 0. 00. cfs `{ RAINFALL TYPE • TYPE1A PERVIOUS AREA PRECIPITATION • 2 .90 inches AREA. 0. 11 Acres TIME INTERVAL • 10.00. min CN • 78. 00 TIME OF CONC. . . .;. : 7.74 min IMPERVIOUS AREA ABSTRACTIONCOEFF: 0.20.` AREA. .': 0. 67 Acres CN • ,. . 98. 0 0` PEAK RATE: 0.42 cfs VOL:` . 0. 16 Ac-ft TIME: 480. min BASIN ID: E NAME: PREDEV. , 100 YEAR SBUH METHODOLOGY . . { TOTAL AREA • 0..78 Acres BASEFLOWS: 0. 00 cfs RAINFALL TYPE • TYPE1A. PERVIOUS AREA PRECIPITATION • 3.90 inches,. AREA. . : . ' 0.78 Acres'. TIME INTERVAL • 10. 00 min CN • 78_. 00 TIME ,OF CONC • 12 .50':min IMPERVIOUS AREA ABSTRACTION COEFF: 0. 20 AREA. . : 0.. 00 Acres CN • 98 . 00 PEAK RATE:; 0.26 cfs VOLT " 0. 12 Ac-ft. • TIME: 480 min BASIN ID: F NAME: .POSTDEV: , 100 YEAR SBUH METHODOLOGY ; TOTAL AREA' • 0.78 Acres . BASEFLOWS: .0. 00. cfs RAINFALL TYPE. ... TYPE1A PERVIOUS 'AREA PRECIPITATION 3 .90 inches AREA• . 0. 11'' Acres. TIME . INTERVAL' • 10 00 min CN • 78 . 00 TIME OF CONC... . . 7.74 - min IMPERVIOUS AREA. : ABSTRACTION COEFF: 0.20 AREA. .:: , 0::67 Acres , CN • 98 . 00 .. PEAK RATE: 0.58 cfs VOL: 0..22 Ac-ft; TIME: 480 min BASIN SUMMARY ' BASIN ID: G NAME_ : POSTDEV- , '2 YR. , N.. ASPHALT' SBUH .METHODOLOGY: TOTAL AREA. ..'., . -' : 0. 18 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE • TYPE1A PERVIOUS AREA PRECIPITATION • • 2 . 00 inches AREA. . : 0.0.0 Acres _ TIME INTERVAL • 10.00 min CN • 78. 00 TIME OF. CONC. . . : 7.74 min • IMPERVIOUS AREA ABSTRACTION COEFF: " 0 20- : . - AREA. . : 0. 18: Acres CN- . - . 98:00 :' PEAK RATE: 0-.07 cfs. VOL: :0. 03 Ac-ft . TIME: 480 min BASIN ID H.: NAME: .POSTDEV- , ' 2: YR. , S. ASPHALT SBUH METHODOLOGY TOTAL AREA- . - .': : . : 0.33 :Acres. BASEFLOWS: 0.00 cfs RAINFALL TYPE • TYPE1A PERVIOUS AREA PRECIPITATION- . - -.:. , 2. 00 inches AREA- 0. 00 Acres, TIME INTERVAL • 10. 00. min CN. -.. - : 78 00 . TIME OF• CONC • 7.74 min IMPERVIOUS AREA.• ABSTRACTION COEFF: 0.20 AREA- .-: 0.33 Acres, CN = 98. 00 PEAK RATE:. . 0.13- cfs VOL: 0:. 05 Ac-ft . TIME: 480 mina BASIN ID: . I. NAME: POSTDEV. , . 100 YR- , N-. ASPHALT SBUH METHODOLOGY TOTAL AREA • 0. 18 Acres BASEFLOWS: 0- 00 cf s RAINFALL TYPE. . . . : TYPE1A PERVIOUS AREA PRECIPITATION- 3 .90 inches AREA. . : 0. 00 Acres TIME.. INTERVAL: .::: •. 10. 00 min CN. -.. . : 78 . 00 *s" TIME OF,'CONC '. - .. . : 7.74 min IMPERVIOUS AREA ABSTRACTION COEFF.: 0.20 AREA. . : 0. 18 Acres CN • 98 - 00 PEAK RATE =. .0. 15 cfs VOL: 0.06 Ac-ft ;.TIME:, . •480 min {• • - •r is • BASIN SUMMARY BASIN ID: J .NAME: POSTDEV. , 100 YR. S. ASPHALT SBUH METHODOLOGY TOTAL AREA. . ... . . . : 0. 33 Acres BASEFLOWS: 0. 00 cfs RAINFALL TYPE TYPE1A PERVIOUS AREA. PRECIPITATION • 3. 90 inches AREA. ..: . 0. 00 Acres TIME INTERVAL • 10. 00 min CN ' • 78 . 00 TIME OF CONC • 7.74 min IMPERVIOUS AREA ABSTRACTION COEFF: 0.20 AREA. . : 0. 33 Acres CN • 98 . 00 PEAK RATE: 0.26 cfs VOL: 0. 10 Ac-ft TIME: - 480 min • - VI. Conveyance System Analysis and Design An analysis of the proposed conveyance system shall be performed in this " section. Various tables, charts, and graphs which are provided-in Appendix A were.used. The following diagram delineates the tributary areas. Given the simplicity and minimal conveyance components the system capacity was, • {checked'utilizing the last leg of the system, the total site runoff, and minimum slope as detailed in the following calculations. The design flow was calculated using the rational method, based on the 25 year, 24 hour storm event. The. minimum time of concentration (5'minutes) was used for the initial run, with - actual travel times added for downstream segments._The 25 year design flow, was calculated at 1.55 CFS and the capacity of 12" CPEP at 0.5%is 2.34-CFS: The biofiltration swale was sized as provided infollowing section. .) • 2_1 Conveyance. System TributaryAreas - .Y Y Y 1) o. ti� - - �:a� 1 !?-�- ' , % YIOL AVEEE `- , .A_ / V /'/ 0��_. .. '---- -`-. - _ . �I��� T NY 11.010.E ,. OMENS _ ���i„ ���.. ec `ml .�... Or d_.../�./�,. 1- ri.iii' ! . ��■■�d , s■om.■►,,ter;d�/�-S21 IV / c (_ I '' . J 'e mi. �/ /,I / .rYlr\■■f(A ]@\■■i�VEg .• . I w ; f11��11�1 /i � r/�,- Y. ..,.. o nowN �` �// �4/ 501.0 �I ,off•\■■r■■rm....7iiammonwilnahlkissi 0. � p O , ; _ \ i■■! ,!!�11!1M■■■kid %,\■■1•2 °••i••A ' -111 t 1,;ii.,74.1i 4:11,..:.....f..401.11.11:44V1913F111743,r'' /'A/' f � i: ( wv,u • Q, - �yw :.. ihn 1 L A,. II 11 ■_''-T- TEInd\i...f 'ARP' I♦ 41 , iie [ a. / p[� :r i3 ..... �� '1 �►L"' I Ii9�-.I11�11�EN EZZECE■'ls l° -_ _ .�.wr+� 1 1 V TOP Cl ii . „ M� - - L _•�• ` s oo•n'17- . 1 uv.Tm' - 341 99-+ , ®>•N EK ,w[ NTH SLAM -�--, Flr41441- .t. ,I U/Z j� `W f/ NORTH PIOfIITRATION SWALE ^�, �L 1 g (i0 PE PEYONO) ' lOP[l ).2.)0 \ 1; 1 W n / ,OP El.).27) l[NDTH.700• ,OP[L.N3 35- • 70P EL Nk00 WPM[L NT.SO t ` 1M].0 18 RD,ioY 6 rl.n SOESIOP[S.kl -00110Y EL NI.Ti AY[L.N100 16 t NY N J BOt,a ro,H-x30 LE.EL-M111 LE.a-an OG110Y EL).2i t1 (. it T�roiH.0.)0 SOUTH RIOEILIPATION SWALI •. ,A T I`r 0[P,P:1.0• tSEESLOPEs°°kl .:- - - - 1 03.01 N0TH.3>f D.CO TSRE 0 W/PESIPIC10P m • I lOP roles H. (10 RE PEYOKO) �,• -I. DEPTH•10• CONVEYANCE SYSTEM TRIBUTARY AREAS .t'!j' AREA A-NORTH ASPHALT=7,941 SF(0.18 ACRE) sc) ..tri AREA B-SOUTH ASPHALT= 14,244 SF(0.33 ACRE)_ - . • o t r1 AREA C-CAR WASH=2,375 SF(0.054 ACRE)" ; . 4 n' AREA D-CANOPY=2,242 SF(0.051 ACRE) - lTi AREA E-C-STORE=2,050 SF(0.047 ACRE) , AREA F-WEST LANDSCAPING=4,050.SF(0.094 ACRE) • •. - AREA G-SE LANDSCAPING=900 SF(0.021 ACRE) = S -- •:fir,, s .�s� S� `S� ._ tir Y f.- �. • • • - • Storm Water. Conveyance Syst• em • • o' • •• • ; • , . , • • - - c8• TOP NQOY • • - - - TOP Na71• INV 1]YYP N.3,10T - - WV fa•CP N.•S Nl.]I' •-- �' WY ta•CYP S']Ea.00' - C6 I WV O•CP SW.NI.,O' TOP N1aY EDGE PAVEMENT• g - • - WV 11•CLP W.NI.T6• - - - _ - . WV 1]YP S N1.17' • • i �——�-1. " 1. OLl M 1A ` AVE NE .-------/ - ��F�— 5 1 �� • • TaP]Ii19' - � s 001317.F. 314,99' `M ¢v taKw '- �l /, ' Ns •'/'. wv Irow N. iii.r95i• _` [x,to T+PL[- \ ©- it ,. 1 W • • I"L N//// j'// /'J // • �-VTW../VH. / , r• I[W ISPNAI,PAKIIENT Jam.\ ' "4 \\' ]O.. . . 1� _I I NM - / 8 • / I/ ' .� •OATO - ' • (W[WCAOE DE1Nl SMl Q /, '. • n N ' I : .._ 'w HS //m / i / ... . PPL. _ �; ---- - 7� 6 ® -I rn �` I ` • I11`•1'••11[[ Cr4 ev t,/ (10 BE RC'. t'j l-• \ �j• I • _ _ ., _ • i. / - // EXTRUDED CURB O N]OO • • / `y • „ I_ . r J gl-���Tla •l�/ q�/ / (nP.Au ulOUrot .I O ---N , Nlzo �- -<41' YI *w[I oIQJ' yj� Nlso • I / • aEazo •6• / �rQ _• Ic n.No. �S`im // \ ///��� \tl l[-1-nP — G$TORE' TM.�n ocxim liD © / �1 i• ") �3f— ]AO9OFT. In N \\ N IDU •6.—. 'S • /r .�-+_ r1L.wam Lt.n-NDa3T • .� / 1 © _OJ'�� 1 / ♦, T- -tY av si I.L`�` . •)/ ® E100 L[._NI.]S `� 1. �00 l[\t] � w 1 I 16 • -'0 T. - / • ®f •• - ' 9 U-tz CPLP�031 N1IO:i_ �1 I [3,�'TM[[ -• '• I� ` ... m U-IE'CP[P•D SS - �_�� 1 ldP'],1E1• ` z Jam";. • II • 1 I WY Iz'on N Nnolr N RSS e /['d, - ,S 0013'17[ 0 :, IDY Cr 11 r.NwN1 744.99 - rCNNN[P«FENCE wTN 9 1S` — —�} - _ 'oO 1[7 /► $ / NORIA&•0 LTRAIION SWALF • WPC I CD Ex.CB TYPE[ /F. j 1 ` z / 16 10P Cl.-34.>a .UNO,N.100 Np El.N3S5 W SOLO 1000ND O UPC T (IO H REYOKD) '' ,OP[l-N3.S0 ',II .T1[[I CO 1 ' - / OBOna[l]EVS SOESONS.a.t Bollpl[l]U91 - - - 18YEL:]Q00 TOP[l.]ES00 D01,GY EL M1.3D 1 D.SSW r l[.[L-N,.If 1_[.[l.HOOT, !TOXIC.El x]. 4 U� OOTTOY WDTN-O.]0' _ 16 _ - 1 I/' 10 13`t4 .- a.E[.NnOYm TOP WIN Ot0 SOWN RIOf'ILYRATION SWALE - 1 I - (h •M� STORM WATER DRAINAGE NOTF�. PAVED AKA s¢sro[s_li ` L.I n rl- ,, YO„0Y MD,N.aT.• b.CB nPE Y W/R[STRICTOR I' J - • - ,. ¢FOAL ANT CMSIMECIION ON DEKlOP1(Nl AC1mlY DECwEa A Pp(-CONSIiNCAEri IEUIIro ; - -CP WDM-9.), (10 DF REYOV[D) I . MUST EC NILO MIN TNC OTT¢RENTON DEWLOPM[NI WINCES gNSRK PINE KNEW PROiM DEPp.10'•. `. • • • • • • •+1 • • • •• y 8\-107 - ,c • Z tiQ .c2 ea - 1 - le-pn 4=1 (GL (zzXQ " .. (c-,(46,9 (01 7) gt ' Q = s kIN \v = r4 : 11}�Y_D_DYY Q 3-47-N4-1 iv7gAi Qt,7 0-14 \rvi Af-Y, AN Vsk SP, .N 6l L/L -N41; -7,4 NV' , 'I Circular Channel.Analysis & Design Solved with Manning's Equation Open Channel - Uniform flow Worksheet Name: RENTON SHELL Comment: DISCHARGE PIPE TO EX. DOWNSTREAM SYSTEM Solve For Full Flow Capacity Given Input Data: Diameter 1. 00 ft Slope 0. 0050 ft/ft Manning's n 0. 014 Discharge 2 .34 cfs Computed Results Full Flow Capacity 2 .34 cfs Full Flow. Depth. . . : :':': :. ., , 1. 00 ft Velocity 2 .98 fps Flow Area 0.79 sf Critical Depth: 0.65 ft Critical Slope 0. 0086 ft/ft Percent Full 100.00 % I Full Capacity 2.34 cfs -s' QMAX @.94D 2.52 cfs .Froude Number FULL - 1 Open Channel Flow Module, Version 3 .12 (c) 1990 Haestad Methods, Inc. * 37 Brookside Rd. * Waterbury, Ct. 06708 VII. Biofiltration Swale Design The design flow rate was calculated based on the 2 year, 24 hour storm event (per City of Renton) over the developed site.- The buildings and landscaping were not included in the drainage basins contributing to the biofiltration swale. Given the topography of the site, two bioswales will be utilized: one north, and one south of the convenience store and situated along the west property_line. • The pertinent hydrographs for the biofiltration swales are named "Postdev., 2 yr., • Asphalt. The biofiltration swale design is based on the following parameters:.. , Area north = 0.18 acres. Area south =• 0.33 acres• Precipitation" = 2.0 inches Time of Concentration = . 7.74 minutes Impervious Area CN ' = 98 • Pervious Area CN = • 78 Swale Design Parameters Design slope = 2.0% ' '• • Swale sideslopes = 3:1 • . Mannings "n" . = '0.35 (per King County). Design depth ' = 4" (per King County) ' North Swale Bottom width = 0.16 (see following computer data. sheet) - Velocity = ' 0.18 FPS <. 1.5 FPS; therefore OK ' Water surface top width = 0.16 + 2(0.33)(3) = 2.14 ft. • • Reduce length of bio-swale from 200 ft. to 100 ft. Resultant increased width is: Width (adjusted) = (200/100)(2.14) =4.28 ft. New bottom width ' = 4.28 2(0.33)(3) =2.30 ft. Stability Check Using the 100 year, 24 hour storm Actual slope " = 0.5% Swale sideslopes. - = 3:1 - • Mannings "n" ' = 0.10 (per King County) Bottom width - - ' . = 2.30 ft. Peak discharge ' = 0.15 CFS Water depth = 0.18' = 2.16" (see following computer data sheet) Velocity = 0.29 FPS < 1.5 FPS; therefore ' Check swale depth due to inlet control at 12" CPEP at end of swale using K.C. Figure 4.3.5c: Peak'100 year flow = 0.15 CFS HW/D. = 0.20 HW = 0.20x,12 = 2.4" • ... Swale Dimensions: :. Swale Depth = 3" + 6",freeboard= 9 (use 12" for design) Bottom Width = 2.30' • Top Width ` • = 8.30' Length = 100' South Swale Bottom width = 0.88 (see following computer data sheet) Velocity = 0.21 FPS < 1.5 FPS; therefore OK Water surface top width = 0.88 +2(0.33)(3) =2.86 ft: . s „? • . Reduce length of bio-swale from 200 ft. to 100.ft. Resultant increased width is: " Width (adjusted) = (200/100)(2.86)= 5.72 ft. New bottom width = 5.72 - 2(0.33)(3) = 3.74 ft. !.z Stability Check Using the 100 year, 2'4 hour storm. ! ,_ • Actual slope - = 0.5% Swale sideslopes = 3:1 %z Mornings "n" = 0.10 (per King County) Bottom width = 3.74 ft. Peak discharge = 0.26 CFS • Water depth - . = 0.19' = 2.28" (see following computer data sheet) Velocity = 0.32 FPS < 1.5:FPS; therefore Check swale depth due to inlet control at 12" CPEP at end of swale using K.C. Figure 4.3.5c: • , • Peak 100 year flow = 0.26 CFS HW/D = 0.27 HW = . 0.27x 12 = 3.24" • Swale Dimensions: Swale Depth = 3.24" + 6" freeboard = 9.24" (use 12" for design) Bottom Width = 3.74' Top Width 9.74' Length = 100' 1— Trapezoidal Channel Analysis & Design Open Channel - Uniform flow Worksheet Name: RENTON SHELL Comment: BIOFILTRATION SWALE, DESIGN FLOW, N AREA Solve For Bottom Width V Given Input Data: Left Side Slope 3 . 00: 1 (H:V) Right Side Slope V 3 .00:1 (H:V) Manning's n 0.350 Channel Slope. . . . 0. 0200 ft/ft Depth 0.33 ft • Discharge . 0. 07 cfs Computed Results: Bottom Width. . . . 0. 16 ft V Velocity V 0. 18 fps Flow Area 0. 38 sf Flow Top Width 2 . 14 ft Wetted Perimeter 2 .25 ft Critical Depth 0. 10 ft Critical Slope • 4.7555 ft/ft Froude Number . 0. 08 (flow is Subcritical) Open Channel Flow Module, Version 3 . 12 (c) 1990 V Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, . Ct 06708 Z O Trapezoidal Channel Analysis & Design . Open Channel - Uniform flow Worksheet Name:: RENTON SHELL Comment: BIOFILTRATION SWALE, ACTUAL FLOW, N AREA Solve For Depth Given Input Data: Bottom Width 2 . 30 ft Left Side Slope 3 . 00: 1 (H:V) Right Side Slope. 3 .00: 1 (H:V) Manning's n 0. 100 Channel Slope 0. 0050 ft/ft Discharge 0. 15 cfs Computed Results: Depth 0. 18 ft Velocity 0.29 fps Flow Area 0.51 sf Flow Top Width 3 .38 ft ; Wetted Perimeter .3 .44 ft Critical Depth • 0. 05 ft Critical Slope 0.407.6 ft/ft Froude Number ,. 0. 13 (flow is- Subcritical) • Open Channel Flow Module, Version 3 . 12 (c) 1990 Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708 � / i Trapezoidal Channel Analysis & Design. :. Open Channel Uniform flow Worksheet Name: :RENTON SHELL Comment: BIOFILTRATION SWALE, DESIGN FLOW, S AREA Solve Tor Bottom Width Given, Input Data: • Left Side Slope " 3 . 00:1 (H:V) Right Side Slope 3 . 00: 1 . (H:V). Manning's "n 0.350 Channel. Slope: . 0. 0200 ft/ft Depth..: ... . .:. 0. 33 ft Discharge: :-. . . : . 0. 13 cfs Computed Results: . Bottom Width. . 0.88 ft. Velocity. 0.21 fps .-s# Flow Area 0. 62 sf • Flow Top Width 2 .86 ft Wetted. Perimeter: 2.97 ft Critical Depth. 0.08ft I Critical Slope 4.5383 ft/ft Froude Number. . . .. 0. 08 (flow is Subcritical) Open Channel Flow Module, Version 3 . 12 (c) 1990 Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708 Trapezoidal Channel Analysis & Design Open Channel - .Uniform flow Worksheet Name: RENTON SHELL Comment: BIOFILTRATION SWALE, ACTUAL FLOW, S AREA Solve For Depth Given Input Data: Bottom Width 3 .74 ft Left Side Slope 3 . 00:1 ,(H:V) Right Side Slope 3 . 00: 1 (H,:V) Manning's n 0. 100 . Channel Slope .0. 0050 ft/ft , Discharge 0.26 cfs Computed Results: Depth 0.19 ft Velocity 0. 32 fps , - Flow Area 0. 82. sf Flow Top .Width 4.88 ft Wetted Perimeter 4.94 ft ' ' Critical Depth ' 0. 05 ft Critical Slope 0. 3971 ft/ft , Froude Number 0. 14 (flow is Subcritical) • Open Channel Flow Module, Version3 . 12 (c) 1990 Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708 . 3i • VIII. Erosion / Sedimentation Control Design Due,to the small scale of the project (less than 1 acre) the potential for site erosion is minimal. Cuts are anticipated to range between 0.5' to 3.5' deep. The primary fill activity' will be importing crushed rock prior to the paving operations. On-site earth-fill areas are expected to be minimal and range between 0.5' to .1'. Several erosion control measures (Best Management. Practices) will be employed and include the following: ; 1.' A silt filter fabric fence will be installed along the west edge of,the clearing limits. • 2. A stabilized construction entrance will be placed across both ingress/egress locations: ` 3._ Any exposed surfaces which will not be covered within two weeks will be mulched. 4. All non-paved, non-building areas willbe.permanently landscaped.• • • • • • 32-- VIIII:Maintenance and Operations Manual This section includes the standard maintenance recommendations provided in the King County Surface Water Design Manual for the following components: ' 1: catch basins 2. pipes and ditches- 3. grounds (landscaping) In addition, the following'steps should be performed during the life of the. project: 1. Every six months, in the spring and fall, open the oil/water separator and. "V check for excess debris and/or sludge accumulation: .Pump out be a licensed . pumper, if necessary.. .. . �. 2. At the end of fall, clean out the building roof gutters.• 3. After all windy storms, check all catch basins grates and remove debris. caught by the grates:- • 33 f ; . COUNTY,• WASINGTON, SURFACE WATER .DESIGN MANUAL - . KING H NO. 5 - CATCH_BASINS - • . Results Expected Maintenance Conditions When Maintenance• Resul• When Maintenance Is Performed Component Defect Is Needed. General Trash &Debris •• Trash or debris of more than 1/2 cubic -No trash or debris located immediately in (Includes foot which is located Immediately In front front of catch basin opening. • Sediment) of the catch basin opening or is blocking capacity of basin by more than 10%. Trash or debris,(in the basin)that ' . No trash or debris in the catch basin. " exceeds 1/3 the depth from the bottom • - of basin to invert of the lowest pipe into ' or out of the basin. Trash or debris in any inlet or outlet pipe inlet and outlet pipes free of trash or blocking more than 1/3 of its height. • Dead animals or vegetation that could wkhm the catch basin.getation present j generate odors-that would cause . complaints or dangerous gases (e.g., methane). . Deposits of,garbage exceeding 1 cubic Noo condition the breeding of insects resent which Would attract foot in volume. rodents. • Structural • Damage Corner of frame extends more than 3/4 ' • Frame is even with curb. '` .. to Frame and/or inch past curb face into the street (if. . , • Top Slab - applicable). - • Top,slab has holes larger than 2 square • Top slab is free of holes and cracks. , ' inches or,cracks wider than 1/4 inch (intent is to make sure all material is • • • • running into the basin). . - •Frame not sitting flush on top slab,i.e., - ' Frame is sitting flush on top slab. . separation • of more than 3/4 inch of the - frame from the top slab: • Cracks in Basin tCracks han 3 feeter thanany denoe of soil longer par Iles . nn repllaced or repaired to design Walls/Bottom entering catch basin through cracks,or • maintenance person judges that structure - - is unsound: ' • • Cracks wider than 1/2 inch and longer. • No i cracks pipe.ore than 4 inch wide at the • • than 1 foot at the joint of any inlet/outlet jinlet/outlet - pipe or any evidence of soil particles • entering catch basin through cracks. • _ Settlement/ • - Basin.has settled more than 1 inch or has �nn replaced or repaired to design ; • 'Misalignment rotated more than 2 inches out of alignment. . Fire Hazard Presence of chemicals such.as natural No flammable chemicals present. • gas,oil, and gasoline. - - Vegetation Vegetation growing across and blocking • No vegetation blocking opening to basin. more than 10%of the basin opening. Vegetation growing in inlet/outlet pipe •. • No vegetation or root growth present. • joints that is more than six inches tall and - less than six inches apart. Pollution • Nonflammable chemicals of more than No pollution present other than surface 1/2 cubic foot per three feet of basin length. 1/90 • A-S f KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL NO: 5 - CATCH BASINS (Continued) Maintenance Conditions When Maintenance Results Expected Component Defect le Needed When Maintenance Is Performed Catch Basin Cover Cover Not In Place Cover is missing or only partially in place. Catch basin cover is closed. Any open catch basin requires . maintenance. Locking Mechanism cannot be opened by one Mechanism opens with proper tools. Mechanism Not . maintenance person with proper tools. Working Bolts Into frame have less than 1/2 inch of thread. Cover Difficult to . One maintenance person cannot remove. Cover can be removed by one Remove lid after applying 80 lbs.of lift;intent is maintenance person. keep cover from,sealing off access to maintenance. • - Ladder Ladder Rungs Ladder is unsafe due to missing rungs, Ladder meets design standards and Unsafe misalignment,rust,cracks,or sharp - allows maintenance person safe access. edges. Metal Grates Grate with opening wider than 7/8 inch. Grate openings meet design standards. (if applicable). Trash and Debris' Trash and debris that is blocking more , Grate free of trash and debris. than 20%of grate surface. Damaged or 9 Grate missing or broken member(s)of • Grate is in place and meets design i:- Missing the-grate. standards. • • . z A-6 1/90 KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL NO. 6 - DEBRIS BARRIERS (e.g. Trash Racks) Conditions When Maintenance Results Expected • Maintenance Needed When Maintenance Is Performed Component Defect • • General Trash and Debris Trash or debris that is plugging more • Barrier clear to receive capacity flow. than 20%of the openings in the barrier. d/Missing Bars are bent out of shape more than 3, Bars In place with no bends more than Metal Damage Bars inches. 3/4 inch. Bars'are missing or entire barrier is Bars in place according to design. missing. Bars are loose and rust Is causing 50% Repair or replace barrier to design deterioration to any part of barrier. standards. ) I/90 A-7 L, r ', KING. COUNTY, WA=SHINGTON, SURFACE WATER DESIGN MANUAL NO. 10•:- CONVEYANCE SYSTEMS (Pipes & Ditches) Maintenance " - ' Conditions When Maintenance Results Expected Component Defect is Needed ' . • When Maintenance Is Performed ' Pipes , Sediment&Debris Accumulated sediment that exceeds 20% Pipe cleaned of all sediment and debris. • of the diameter of the pipe. • Vegetation , - Vegetation that reduces free movement of All vegetation removed so water flows - - water through pipes. freely through pipes: Damaged Protective coating is damaged;'rust is' Pipe repaired or replaced. ' - causing more than 50%deterioration to .. . . any part of pipe: . '"Any dent that decreases the cross section, Pipe repaired or replaced., - ' . area-of pipe by more than 20%.. . • i Open Ditches ' • Trash &Debris. Trash and debris exceeds 1 cubic foot Trash and debris cleared from ditches:. . per 1,000 square feet of ditch and slopes. , - • - Sediment - Accumulated sediment that exceeds 20% Ditch cleaned/flushed of all sediment and • of the design depth. debris so that it matches design. • Vegetation Vegetation that reduces free movement of Water flows freely through ditches. - water through ditches. i , . Erosion Damage to See"Ponds"Standard No. 1 : See"Ponds"Standard No. 1 , • • ' Slopes - Rock Lining Out of- • Maintenance person can see native soil • Replace rocks to design standard.- Place or Missing (if beneath the rock lining. Applicable) Catch Basins See"Catch Basins"Standard No.5 See'Catch Basins"Standard No. 5 _ • Debris Barriers • See "Debris Barriers"Standard No. 6 - See°Debris Barriers'Standard No.6 (e.g.,Trash-Rack) A-11 .. 1/90 KING COUNTY; WASHINGTON, SURFACE WATER DESIGN MANUAL NO: 11 - GROUNDS (Landscaping) _ Maintenance.- Conditions When Maintenance ' Component _ Defect Is Needed Results Expected When Maintenance Is Performed General Weeds Weeds faonous) landscaped growing In more than 20%of the Weeds present in less than 5%of the area (trees and shrubs only), landscaped area. Safety Hazard My presence of poison Ivy or other NO Poisonous vegetation present in a poisonous vegetation. landscaped area. Trash or Utter Paper,can, bottles,totalling more than 1 cubic foot within a landscapedArea clear of Utter: and shrubs only)of 1,Ouaraq a feet. 1 Trees and Shrubs Damage • Li• mbs or parts of trees or shrubs that are Trees and shrubs with less than 5%of the split or broken which affect more than total.foliage with split or broken,limbs. 25%of the total foliage of the tree or ' shrub. Trees or shrubs that have been blown I . down or knocked over.• Tree or shrub in place free of injury, Trees or shrubs which are not adequately supported or are leaning over,causing Y sup Tree or shrub in place and adequately `` exposuresupported; remove anydead.or diseased of the roots, . trees, t• .y . A-12 1/ O A10717CND I X A 00/ . , 06 • 0-0 02. - 09 . .- os ot- or - oz of c �1.... _ , . - - a4 - '-_� =� t.:-_--.-^-.._...:-....._ 1 '- -- -I -.- • ._ ,...k. __ ... _. . , , __ ,____ . _ _______. _______ ___ ___ ______._ _p_..__ __.i. _ __ .: ___ _ ._ .. _. mi.._ . [ w:ti A/ i_1- 11 i I_ _ __ - i �J 1 1 _.1 i . ______ ___4_. V -LI - • L . __. . • ___, -, 1- di 1 1 , r ---•. --T- 1 . -i 1 r_L______.__ _ , ,, -71•YZ 7'17',1.1,-4,7y --+. ivf..7 7 - ' 1 3 r _,7 Z77-777.. t .. .. . . -1.—i--Lt . . . 1 [ ___—Isgr, 77;4 ir" _ D r KING COUNTY, WASHINGTON, SURFACE. WATER DESIGN MANUAL ' FIGURE 4.3.3B AVERAGE VELOCITIES FOR ESTIMATING TRAVEL TIME FOR OVERLAND FLOW* •. r ". *For-use with the Rational Method only; From Soil Conservation Service,Tech.Release No.S5,January 1975 . ,: 0 o O a co c i r- co 0er cC) N O to C') N 00 0 0 0 0 0 0 0 . O ' 0 • 00 C • O a 00000 C 0 O O o • CO ' • N 1 . 1 ! . • ' NI, i 1 I If 4 .... ...I`F I :l k }, : r t O • r r 'I 1 r «. ' j4. //e l (,pp 1 .... ....i <... 'i y• I . � . eaysl ralb 1 bk. A d 141: tit!sit, _...._... ..... 1 %%Ow� j . N p -'e,7 ' • ' - . • p/f �' �d� s : a/n o� _;_,T� seam►. e// -a�� yS' •�. �m_w .(,a-� , Y....L i . Q/j`' • 1.. } rye y }: ' / i o [. i I I >iIe v' 1 I I o • I I. i p�``�•f 1 . Hi • O • 0 i i' — I go i I L. . • 0 • • O i ! 1 O I ' ti i . . 1 I I • I i I • r i ; i ! 1 1 . I ,1 • I _ 1 ; I I I I I I �O O O O O O • 0O co r\ co 0 , v • r') N O , 7 Cr) CV '-0000 0 0 0. CDO O ' O O O O oOOCO C O 0 ' O O • (um)adois asJnooialeM- ,. 4.3.3-6 • ' 1/90 r' KING COUNTY, WA •[•INGTON, SURFACE WA1: — A DESIGN MANUAL - TABLE 3.5.26• SCS WESTERN WASHINGTON RUNOFF CURVE NUMBERS ; ' _ • SCS WESTERN WASHINGTON RUNOFF CURVE NUMBERS (Published by SCS in 1982). -- _ - Runoff curve numbers for selected agricultural, suburban and urban'land use for Type 1A • . ' rainfall distribution, 24-hour storm duration. , - -. , • - CURVE NUMBERS BY HYDROLOGIC SOIL GROUP • LAND USE DESCRIPTION - A B C D Cultivated land(1): winter condition 86 91. 94 95 Mountain open areas: low growing brush and grasslands , • . 74 82 89'_. 92 - Meadow or pasture: ' 65 78 85-. ,89 • : ? Wood or forest land: ..undisturbed or older secondgrowth 42' 64' 76 81.,. :" Wood or forest land: ' young second growth or brush, _ -• 55 . 72: 81 86 Orchard: - with cover crop - • ,81 . 88 92 94 ' ' Open spaces, lawns, parks, golf courses, cemeteries, : • • . landscaping: _ - -• good condition: , . grass cover on 75% , . , or more of the area 68 80. 86 90. • . - fair condition: ,;` grass cover on 50% ' ' • . ' to 75% of.the area ' 77 . 85 90 ",-.92., -- , •.. ' ' Gravel roads and parking lots , , 76 , 85 89 91 ' ' Dirt roads and parking lots - : ' 72 82 - 87 , 89 '_. : : .. Impervious surfaces, pavement, roofs, etc. ' 98 98 • 98 98 - , .. Open water.bodies: 'lakes,,wetlands, ponds,.etc. 100 : 100 . 100 100 - . ••: Single Family Residential (2) , ' . . .'Dwelling Unit/Gross Acre - % Impervious (3) _ ,. . ' 1.0 DU/GA , , 15 . - Separate curve number ' 1.5 DU/GA 20 • - shall be selected 2.0 .DU/GA - ' ' 25' - , for perilous and - ' 2:5 DU/GA . 30 impervious portion 3.0 DU/GA 3q of the site or basin ' • 3.5 DU/GA - 38 r ` 4.0 DU/GA 42 ` 4.5' DU/GA • ' • 46 , •, 5.0 DU/GA 48 .5.5 DU/GA ' - 50 6.0 DU/GA , 52 6.5 DU/GA -. . . 54 7.0 DU/GA' 56 . • Planned unit developments, % impervious - • • _ • • condominiums, apartments, must be computed . ' commercial business and . .• '. . "- ' industrial areas. (1) For a more detailed description of agricultural land use curve numbers refer to National Engineering . Handbook, Section 4, Hydrology, Chapter 9, August 1972. • '(2) Assumes,roof and driveway runoff is directed into street/storm system. - (3) The remaining pervious areas (lawn) are considered to be in good.condition for these curve numbers: , ..1 3.5:2-3' 11/92 KING COUNTY, WAS .+ .. NGTON, SURFACE WATE,ic DESIGN MANUAL • FIGURE 4.3.4A NOMOGRAPH FOR SIZING CIRCULAR DRAINS FLOWING FULL ` —1000 • •- _-800. .0001- - . . —700 • — 2.0 600; .0002- . -500 = Minimum ` • 0003 Allowable - -400 .0004 r o001 Velocity ` .0005� coos. .. (Flow'Full) 3.0 -300 • -120 •0008 0002 • - • • -108 0003 -200 , -96 ii .0004 - V , -84 002- -.0005 —4.0 _ —.0006 _ -72 O 003 .0008 • - _78 - -66 uw 004 _ -60, 0 •005 .001 — 5.0 • —100 O ..006{ ti -90 . Z` .008 .002C O - -80 -48 .01 03 w -6.0 - w —70 vj -60 .004-- cc . cc -7.0 V' 02 .005 O w w — 50 Z -36 .006 w a - l<`j U = z -33 03 -`.008 11.0 w —8.0- ^-40 w `30 04 010 O Lu - w - 0_,-27 .05 _i • .. —9.0 cn Z _ cc -3n 24 O6 } —10.0 Q c O -21 .08 .020 V Cr) - W 10 _ . .030' -.I p. ^20 W -18 w -15 -,050 > - ' • •,,, Q —060 _ - p =080 - - '-12 V =-=.100 • —10 ' •r-10 ^, 8 SAMPLE USE . -7 8 24" dia. CMP @ 2% slope yields —20.0 - -6 1.7cfs @ 5.2 FPS velocity• - (n = 0.024) - - —5 -6 • _ „ r . =_4 • Values per Manning's Equation _ V , Q= ( '1.49) AR- so - -3 - n ° _30.0 • This table can be converted - to other"n"values by applying . - =2 .formula:. - —40.0 C1 = n1 - • Q2 n2 - . — 1 • 4.3.4-18 V 1/90 • - ; 1 I KING COUNTY, WASHINGTON,. SURFACE. WATER DESIGN MANUAL , FIGURE 4.3.4B CIRCULAR CHANNEL RATIOS • Experiments have shown that n varies slightly with depth. This figure gives velocity and flow rate ratios for varying n(solid line) and constant n (broken line) assumptions. 1.2 / `/ ` 4 \ `� \ 1.0 .` \� s.; 9 . �'` 9 V/V full ! ' 8 �• \ _ ` 7 .a � =s Q./Qfull . \ �. = •— w. 2. L/' `� \ . \ ` \ • .3 . \ • ♦ 2 . \ ( .1 1.0 0.9 0.8 • 0.7 0.6 0.5 0.4 ' 0.3 0.2 0.1• 0 RATIO OF FLOW DEPTH TO DIAMETER (d/D) .{ 4.3.4-19 - 1/90 T ' / - . **************************************************************** City of Renton WA Reprinted: 07/11/96 13 :50 Receipt **************************************************************** Receipt Number: R9603559 Amount : 1, 509 . 28 07/11/96 13 :49 Payment Method: CHECK Notation: 1418 DU-CON Init : JB Project #: LUA96-087 Type: LUA Land Use Actions Total Fees : 1, 509 . 28 This Payment 1, 509 .28 Total ALL Pmts : 1, 509 . 28 Balance: . 00 **************************************************************** Account Code Description Amount 000 .345 . 81 . 00 . 0007 Environmental Review 500 . 00 000 .345 . 81 . 00 . 0017 Site Plan Approval 1, 000 . 00 000 . 05 . 519 . 90 .42 . 1 Postage 9 . 28 JUL1 1 1996 IDEVELOPMEN C PANNING CITY OF R�,NTON