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Home My WebLink AboutLUA98-106 SECTION 26, T25N., R5E., W.M. JACK BEN N ETT SID ELAND PARKING LOT EXPANSION RENTO N WASHINGTON ��`'\ JUNE 1998 �� 9,�� cp 4,`'<. • �Q 3.,-•• MONSTER ROAD 0 WATER MANHOLE • CATCH BASIN v,� y.. _. .,_.__t_�,1 I L r 4 1 +RB., J. .,/ I I T SHEET DESCRIPTION n FM•E HYDRANT STORM DRAIN N. Ly *^`,I g Ic- Q/ Lot 2 A \ ® WATER VAULT • SEWER LLEANOUT I i'Mq , y,/ / / \ Cl COVER SHEET Po WATER VAL'•£ /, �F Parcel 1 I P/9',.i 13 % \ • SANIT MANHOLE �...0-1,- A 1•yW •-'�-s. }i,®A .r ` Ts<T / Metro T..•�7 C2 SITE PLAN ® WATER METER SANITARY SERER LrNE ,,< 5" -r,aw ,^-'� ,1@ 0` / 1 / - j / C3 GRADING & PAVING PLAN WATCH BLoeaFF • BOLLARD 11 � + !,/ ''°- -;+-s• ��.� % / 4 PROPOSED PIPE Flow —o— ECHAINVERGREEN LINK FENCE �I pe`,'1'IE :•t.BLAC.Y. .�' -I__.�•\.l---_.�••� / C4 GENERAL NOTES W—wATER MAm EVERGREEn TREE I .,�L+��` ;: C G - r ."2 .' PROJECT �. Parcel 4-B % -9 UTILITY vole%L/GNT DECIDUOUS TREE r A++�� t-' i SITE I 1 P rcd 4-A i' E— GUY ANCHOR ._.T ._. GUARD RAIL BENCH MAR CONiROt BOx FILTER FABRIC FEIRSM5y0NOWEBASE GrCN BASIN h ,. ° "� ` - F'�� S, I I • POWER CAL (UNOERGRGO 0) PROTECTION t` = An.:' mini /p c�gf,\ I ----P----POWER LINE(OVERHEAD) Alt •• I -i ��'- I`r 1\ �z-� TELEPHONE Rrseo .No p�v �+12 +FI j l ,» 121' L"Ar, PUMP�)UTFALL 01 Co ALVE '� I,s ,.• U 'w• ,�.. FACILITY O CATCH BASIN-TYPE - I >--c CULVERT LOCATION MAP SHEET INDEX LEGEND VICINITY MAP __._ _ __ _ _ SCALE 2000 0 1000 2000 4000 (FEET) LEGAL DESCRIPTION GENERAL FORTESN OTHER SEE SHEET C2 AGENCIES UTIIIRES EngNN: OWter/D•Wopto ROADS 1. WATER SYSTEM OHM SONGS PRODUCED IN: AUTOCAD REL.14 WRM PACIFIC SID ELAND DISTRIBUTION FAGOTIES r STORM SYSTEM: PTV OF RENTON DIY OF RENTON 3025 MBE AK.N.E JACK BENNETT,INC. TER SYSTEM: GT'O RENTON SOF10E9K VSR.8.1 O.Box C-9T.,04 92T NORTH NORT"LAKE WAY,SUITE 100 SANITARY SEWER CITY OF RENTON BELLEWE,A 98009-9301 SEATTLE.WA 9810J FRONTAGE ROAD:Orr OF RENTON EASnNG ZONING: ISO.MEDIUM INDUSTRIAL SCOTT A SHERROW PE.(Fn919•40 TON JACK BENNETT TELEPHONE:GTE 2 SEWER SYSTEM PHONE B11-0220 PHONE:(206)6J2-602/l ON-SITE TO A CITY OF RENTON TOTAL ytE AREA: 10.83 AC. -SITE GAS PUGET SOUND ENERGY 0.35 AC.OFF-SITE y POWER:PUGET SOUND ENERGY SURVEYJ. STORM DRAINAGE SYSTEM A. DESIGN CRITERIA:CITY OF RENTON TOPOGRAPHIC SURVEY PREPARED BY:12101 PACIFIC B. DETENTION CRITERIA 2 YR.• 1/2 2 YR.10 YR DATE=UNE 1998 •10 M;100 YR.•100 YR ALTA SURVEY PREPARED BY BUSH,RCED•HITC"INGS,INC. C. WATER QUALITY DESIGN STORM:6 MONTH DATE:MAY 1992 \1E D /p` HOC m C I F I C �� D y BASIS OF BEARINGS: \\.�e j �y SURY N0.2614 BY BARCHAUSEN CONSULTING PRAM.LIVE NAME' VE U ENGINEERS,INC.BASED ON THE CENTERLINE OF 0005-1121h AN3NAM x.e. 3 MONSTER ROAD WEARING NORTH 88'03'09•EAST L$EPCSUI.DNG P.O Box C-9T504 Beuoue..A 9 -95 4 - 4 62 Phone: .6 7-0220 x(4251 822-5941 SMEEI S I.•A..e»w°4.:.1 e S:eem;w°4.m... C 1 -G,4 ... __ _pi23-• , ,,,,--2 .....5-72 ,.. runvo.A32 _.•_ ,6EEN10E1 .m,.-.,- .-.,-- , , F:••••.-,-•,.,_-,-,-.._.•-•-•.-i---•.,, --,;,;ES-ri.:-3-. tij • ,6,,, luau..., ' "''-,..,,I-1.4 •,', .. -:,,,.;o-i.i.-,---7,-:-7-------,7„;,-..:}-i:,, --- ,c, , 404:111 -If..? 4.ae....r",.i m: g''' 7 , a ili'lgiiiii • ' ' i 0=0 i 3?1=1 1 '72 -:, -,44-a,c',g ' 4 ;---1,6ir I. 1 i O. Tii r-2-"till ''' 1 cOM+ • .00...1 /1 : 94Y1j "‘ ''' iS,•VA, '4,1 ..;2t$ ,.I-.''''''- ,-. ':1°:1' ......ii.'40'.;r4 1,r::1.1.'"-' ' .i. . Itt', ."71111: 1 kt-... ", ...g! 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Li ,.•A 0 pl 7 H C,E"Al T il..tri:itl 1 ImPrilll 1' A ...,..t.;NMI „____ • , il ' ...,,li 1 , ,• . i.__• ,.._ 1 1 • Iiiil . . i 4 -_ r„ t . ri SECTION 24, T.23N., R.4E., W.M. 1. i_ LOGE A . T'Q]iK!f0 X. r r/-"[UPKrtD RPp IIIAIII —�� 07.a Av«4'LW'BR MP 0.4 A9Nk r aNt R \ / 7 -,-, 0- 'MONSTER R 'W.) R I T' _--- r- -�i F%Par M CASE --..- _ Wr 9 pow A. IME PII. E 2"PASS USN MTH PUNCH 05/02/98 -:..' I.OB.14.POO, r Eag UNDER CONS, S� CB •WE+ _. AFITIK c• ,� w 51ewNE N1 oP0 Pp'Oc 04' OW OHo o0m c ( r. ER),UE MIOM YRIRILAO9P 9.w¢ ► I i—� '--'\ r 18•IPOA1 E 305J\ +__A..FOGE PA- y1'yEu _ c • y 01 RQr/,C,W6eW MCl- 2 MW Mar r/RF MWpIS 1 g .T N:rT ACCFSIbLE'OB,WON W 201 • ` LGRARIM OAS ARTAI11. A ORPKI(00.Y YAM.1109YMANAN OD9D' c —,a,----�S tom l-•C URN rNr w SIM. -rtuPKTfD RNM OI9R0 11111101 i��, D '—D�'..-'.'4 -... `�- �'C'� �` mEmwKlm m951 rw[TNA27 C EKON WHET MP NE H.L.Mr SIGH:'4n EiRNC,WC LO 'i pNlhN ?yAy�Lpgry by A9IIMI LYM%? lFNERly rX11(F5'S r - �� 'p AM 0155T I l YAM SAYAQ w f@'IG NLKL w II0E w AMT 'deA' \ I_ mm _ __ t MOP ME r5 PE SL—?GT - _ wAKL BAY NAra FL[rI4D MIbXM I[M!— f �4C/1 l0/RR Rq/.pp YAq 1MIWJIC �7 rry I I I I I I 222..45 ��/• b 5C YrBEy(�3 9. R Ep s,_— 99.v. WUnCA6 DARCON PE NI.LLCM xe.17.0. w1r .� r I AM , 15 I _— '.•r _'__T_N_ I LVAAEE WM S.L II/10NV f .64 rs 11 I I I .� 1 F__ 1 ;,%/ice __ _ i PAVEMENT SECTION ® E sE IIc s-zM RR 1ERIL wAwrAA. I �, -// ',NONE EBBi501 GAaA aaae aAac Ll lt9e ' �r MC SLwEPII`1HMBr< A t./ �i/ El,.., N OS M ML are OMR 6/K NW.9.Mr L u. 2 I A } A rNu mo N E E ism :✓E I 0 1 0 f 1 - DUE M Pe fYl¢ 3 ' _ _ B ) d' /W I I IRt eADN1IT WRAFme AWNS, -_ p——. DT' p 1 DT -•21 \ nI I !) L B I/ad I/I Ott 00O 3I10 .. 1 I 1 19 WI fl6Rw A9NN1-1 (-1-Id oat C AN. IA OO 92 OP. OO 0 15-ADS W HI RI I 4 1(21.901 5• I ��AYM —� r.. 11 T c.Z +a'ADS s Is ea I I -'_._ I "�� sGo eIBr wym.� 'ry •�i.N_•,..••.,• ':••..••.A1 �Aw,ui PIPE BEDDING DETAIL Q 'N,P le'zoo(a7 l(3 [3: vrAL.c mavff tnz:::::�ix':: ik1 WPKrzn oxsm I' • ry� 1 i,i xoapm scA�:1.NONE ® ZJ a. mon/.VALVES rIRRIGATION 1 iI' 7'_; I ! -1 -"a :{, 41 RCPOSED V T }lr' 3 s .. (PROPERTY uNE sr¢cWs rre NO 2-06 m EAR*w ewmuro sraz m w Z j '11 z AU WK.MMNOM.PEAS sl.yL 46.1149.PAM.WM F. I—= 1, APR..A9HALr A11K OB LC EA01 moor Oi r.Nf1S RAI59)15 .,DNS IenOlbl uL 1 _— _` �� - 4.107 m ca Bey er nt OD.1.4 xn Mary EAnnP. W 0 e Aualwn I • M1 8' 0' 2A :_I 1 NL2MV9APT PAeew/ROMS.01191rtwvENrzT PM.6. J '• T-�— - • (T)RIOS O'00.101w 0`NW N.rK MMD,u.. 4 WE MESH 9ENQ IOC t -- - ` y I A SAr 0275 w.00R PAWL.996 BE ACC M A9E MAI OEwN! FILTER RAMC TER.. L 2 Q Q SID ELF,. MCL. � -I-'RI 1e MRTMO•n(ON.NAB m a \-- I - - I I 5 mINCTO CRAWL MOM a.I a'W.a MI WON Amrna a PE I IMEL I eW. m 2 ENGRGN w.70.OWn..orr N NRa'M SI LC5 AEC •r I ___ I I I 11 lc ajy a 1±nISH TLODR-zs Hs JI I / .I• I PAVEMENT PATCH DETAIL I I I I I I V Q ( �I I'L. �, >a I � 1 -HaE ® II II II asR SOU, 3n OI 4, II2520_—V I. I I I I I I z z WRICATION 17j ..L: •I f.. ^'.t y Q 0 cONma VALVE _ I 1 0 v� - 1 J'a`/. !6" ' -.I 11_rr' 1// ID E:: 1 I' I 'I 2.M W eC ''I'`i y / 5's Cwc RI.L NOSEOF ISLANO _-11__ 11_-_L _i_ '�-4- I El J� ,=ryi-- , h �I aBm CI CC r1Arol1 u:w�n•A� � iimuTw i2°F IN.F:'eRRFi.�"iREww (q(� c _.+Li 8 `,OR. • ~-'reelrymi• t - r---,� ELEVATION / _+ i I r Y -UT �i—� h NI O FENCE SRALL NOT BE INSTALLED ON SLOPES STEEPER IRAN 2:I. I I I,I/ \\� 2. GIN.W FILTER FABRIC SHALL BE OVERLAPPED a HONES AT POST.. SS MH.RN 23S __/ I (23 L 1 I_I 1 USE STAPLES MIRE RINGS.OR EQUIVALENT TO ATTACH FABRIC TO WRE FENCE. 50 Imo"iB�-- .• :'.-K A I f W[X1C eENC(C _-_... 1.MOVE seomeer woe IT REACHES r/3 FENCE NEI., a•P IR.50 E WALL AR0 B) 15' z .= 1_I C 11 ki 1 f;0,40 C.... c TANSs �j o 3 z i a"FAIT 1 15 ' I _.ze- ISLAND DETAIL e REINFORCED SILT FENCE DETAIL - m 5 1 ;t j �SpIIppI�(ny=�a2 , i Ii.(41 9 311 �_ =®�m�f- SCALE:',NONE SCALE:I..NONE' I ,, B I I. 'It.w Mtmso EGRESS . CONSTRUCTION NOTES ?•� iEASENDST PARCEL I R 2 "I 0 i \ •••• _ J II i _ I I S:&;RASS _ __�F* A\Af'T•BEG C 10 a COSMIC CURB a MATCH GRADE 11 PROTECT DORM 90vs1RUCTg9 ink lNNmO OTONC I I • rl i` - ,/.,�,;'/,'/,:'%/�/i/'.:;/%./i//i i% r :V/,'/,%//;'; 2❑EIOSTMD L11RB 10 REIMAM 12 SILT EA9i1C CONTROL MICE PER 1 1/2' I I 1 fir R g2 T CEP / REMOVE EESIMD CURS t ASPHALT WERE Ir fA TIRE P-b MIN OIL POLURW TEE �- W `re� 3❑CdIELC1S Olt PRM0.5ED�IFROIEYEMTs IS i / PER SM.PLAN 6029.NO ORMILL aEGIOfED K v / ©SSIIWT EANSTMO PAVEA99T&9IAEW WADE 11 EASRNC 9CN TO REMAIN 1•R If ii ✓LifL:PS�Ira Su:',v!''*L'JR:' A. _ .L..'QvriCR I __ 2r- Ent,1,f:srtS;II` O CONSTRUCT EXTRUDED CONCAVE CURB PER I5 ERVING TREES TO REMAIN �-{t'- e• qS� • '- J ' L 1 E"j T� O CONSTRUCT ASPHALT PAVING PER A IB A:.w,„.„NEDCE TO R..'I` O REMOTE MEMO ASPHALT PANVC I) TRENCH A.PANHG PER L i€ I I I I ` �'�, e�CONNECT TO Etl51MG CB,CORE Oril NRECRON re HYOROS OF�Y�ED AREA I 10• I 'n i -04.... ❑REMOVE EASING 51RPE IB CGMSIROCT ISARI 0O ;o A I 10 sIRIPE PER CM Srox C��;lr• I EXTRUDED CURB DETAIL m SCALE I� 1{�r„suLE:r-HaE • I zo D zo o Op �4 L,.•I Y 1 a .•,cF.2 ! I I (�T) I �' •0; 9 4 C.; a$ +B•AOS W rI.CA I I MP-20 FT %VA/ ,v :B'AD-H+n= + N ^/I) SHEET 9'FVC LW 15 E2 1 U 1 x_ 1 3 L ♦ L 5 I A 1 EY98 T e ,•I CEiV FD N 7.---A.19.1 7'b - \ 44 N---„, R•238.99 — — L•80 36 SECT1011,46, T.2 5N., R.5E., W.M. --‘..._ oVi2 !... 0. _—_---- 1/4 — _____ _ __ ------"° O"‘; 1 (..) ,1 I h S. • N 7413i 9 t A.8'49'23°---------- • , 1 R r 667. 6 47.6C) L.302_86 \, - ''.1 51. ,I NO 1.006TEDIED . .dra ‘,7"'---------- itr.:,7:111*'%"7:74 I. TTI i•y,r., .1 . , 14 13,31VOrE --A ,fa 6 T--- , N‘8•03.•9-8 ,,. • U!!i i • / -063 rjoi .,--irx....._— ..,1-_ . „ ' ' ' ' wygisETTGCO I 23 PARMINOAWAGES I :‘,V.,. .I.C. 20 MOS MACES sIGN I( ."..14,217,, .< •5i ./ --- , '.4 AL \ •••••//' Wm/pt....MM. 4Z 24 . . -'----. 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' ' \ • 7- 13 PS , ' Ti46.E SOS'S•S•o)...SAIT Li,.SAW SuOtties„luso.4 7o.„ , PrPT:',,,.ou,K.,...,...RA5T/31,0C SA..16,OOTSESAY FARS"10,0 ....- VAI.NE 040.446. '44.';.":7.':'4';4.-..':.,vr:'„=.:r::,-,.:•ITr—s,„, / N 2.11s C.... \ 1 [_, 79,---,—•=7,---w-„,-- \ .• 019 41.1.10A 588°0309W / 380.28 \ 6'1 , I ';LktfrA....22.4,EAST S.oo reet ro Tr.POOP,or 0...- K., \.. , i All . -.1\•, --. ...\ ,„,GEM EXTENDED i 0 \ ' ,/ i 1`,_„.• ,, ,--- 1 ff-11-, i • p ., 1 :,* i.::s' PROPERTY.UNE . ri I i" 11'g . t ,4 - I: PARCEL 4—A 1 I , o4 POHO ''''• A.s.ocrooX,// • \ \. Mt„.____! , rR.411 7 3—'.--\•\-.....,„. , ,,, \A\ , I — N \‘‘ ' • / ' • 8 '' '' \r• ''' PARKING ANALYSIS t ,.. I CAS4t4 CAS[...41^-"-".--.--". ...I.,\ ...,;.;, cr. ,... '601• \ ON-SITE OFF-91E r'' 1.0.40.4mCN.WItli Of COSTING PARKING P g LIZ 20 6 N h._ ,%02.00815 ...,,,.\g, PARKING !ET ' "S• 1 REQUIRED PAIOUNG I. @I PA - - (T‘ & V, NTIE/DO r."",„,,--- •13t.... ' .i,i':' , g t § IC At/TA.9111E;PREPARED;9 SY BUSK ROED et NITCHINGS,Sc I i .. .. li . \ -lAS 10111.LINE:AD, "..DI \\' 1111.1\\\ SCALE 40? 2,0 80 -.:VC/("1 ra' ...,./r-•'',.., ,4.• I I ss (FEET) 0/1 7.1, I'a 4:71V INCH-40 FT 0 PI , . N,..----,/ - s A SHEET 1 . i C),f':''' ' g ' , ' 6 I JON '-• 9 C2 g, E..esif V. Liu PA ' ` w• GENERAL NOTES EROSION/SEDIMENTATION CONTROL PLAN 4-I x8 .1 I. ALL WORN AND MATERIALS SMALL BE IN ACCORDANCE WTH ONE OR 16.ALL PLC PPE CONIIECnoN TO CO OR MD STRUCTURES SHALL BE MADE GENERAL CONDITIONS ICI M INC FOLLONINC SPEOFTLATI(MS BY THE UW OF A PVC MARROW ADAPTER AS MANUFACTURED BY GPK T ).11 PRODUCTS(R EQUAL. I.ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE W.THE LOCAL.AIRISOCDOJ AND INC v A.OTY OF RENTON STANDARD SPECIFICATIONS. MOST CURRENT EDITION OF THE SATE OF WASNRGTON STANDARD SPEOPCATIOVS FOR ROAD, yc IT.INSPECTOR MAY REWIRE FILTER FABRIC NSTALLAnON KITH FOOTING BRIDGE AND MUNICIPAL CONSTRUCTOR. MET B.WSDO U PIRA STANDARDS AND SPECTN:ATIOVS FOR ROAD,BRIDGE, DRAWS RETAINING WALL DRAINS INT RCEPTOR DRAWS AND OTHER 2.STAKE CLEARNG N TT5. rq. iiii� •AE AND MUNICIPAL CONSTRUCTIONJ CURRENT EDITION. DRAINS. ATTEND A PRECONSIRUCTION MEETING M TI TH E PUBLIC AGENCY PRIOR TO T START CLEARING • GRUBBING AND CONSTRUCTION. /I1 . I&PLANS APPROVED BY THE DIRECTOR OF PUBLIC WORKS M TAKE KE 4.USE PUBIC AGENCY SURVEY DATUM FOR ALL VERTICAL CONTROL 1�L� 2. BEFORE ANY CONSTRUCnON/DEVELOPMENT ACTIVITY OCCURS A PRE- PAECEUENCE OVER ALL OTHER PLANS. 5.AU.APPROVALS ANO PERMITS RENEWED BY THE PUBLIC AGENCY SHALL BE ON INC JOB SITE DURING lit LCWSTRUCTON MEETING SHALL BE HELD OATH OTY DF RENTON THE ENTRE COURSE O CONSTRUCTION. DEPARTMENT OF PUBLIC WORKS I REQUIRED. I9.ALL STORM DRAINPIPE SHALL BE AS INDICATED ON THE KM SECTION 6.THE PUBLIC AGENCY SMALL BE NOTIFIED A MNWUM O 48 HOURS N ADVANCE OF CLEARING ARO GRADING ACTINTES. U A COPY O TIE APPROVED STOIWATER CONSTRUCTOR DOCUMENTS T.TM OWNER AND COTRACTOR SHALL BE FULLY RESPONSIBLE FCR THE LOCUTION AND PROTCCTON OF ALL SHALL BE ON ME JOB SITE WMENEV£R CONSTRUCTKW 15 IN 20.ALL PAVED AREAS SHALL WAN TO CATCH BASINS EXISTING UTILITIES THE CONTRACTOR SMALL VERIFY ALL A LOCATIONS WNW TO CONSTRUCTER BY PROGRESS CALLING UNDERGROUND LOCATE AT 1-WO-42A-5555 A MINIMUM OP 18 MOORS PRIOR TO ANY Al.ALL CATCH BASINS 10 BE TYPE I UNLESS OTHERWISE NOTED. CATCH EXCAVATOR AN WORK J W. ALL DISTURBED AREAS SHALL BE SEWED AND MULCHED OR SIMILARLY BASINS WIN A DEPTH OF OVER 5 FEET TO ME FLOW LINE SHALL BE B.INSTALL AND MAINTAIN ALL TEMPORARY 9LTAIKW AND OTHER TEMPORARY EROSION CONTROL STABILIZED TO THE SATISFACTION GE THE OTY OF ROHINH DEFT.OF A TYPE I(MANHOLE). THEN THE BASINS EXCEEDING A FEET MEASURES AS NOTED ON THE PLANS AND AS DIRECTED BY E PU9U M C AGENCY uN PERMANENT PUBIC WORKS FOR THE OF ON-SITE EROAON AFTER THE IN DEPTH SHALL LL HAZE A STANOAPO LADDER INSTALLED. DRAINAGE FACTURES ARE OPERATIONAL COUPLE OF CONSTRUCTOR. FOR SITES WHERE GRASS HAS BEEN 9.CLE AR AND ORACLE STE. A PLANTED THROUGH MROSEFDIVG.IRE PERFORMANCE BOND WILL NOT 22.THE CONTRACTOR SHALL TRNISIH.INSTALL AND OPERATE ALL NIUL IO SEED AND OH SIE AS REWIRED. UNTIL TH BE RELEASED E GRASS HAS BEEN THOROUGHLY ESTABLISHED. NECESSARY EQUIPMENT TO KEEP EXCAVATORS FREE FROM WATER IL INSTALL STORM DRAINAGE FAOUIIE£ UNLESS OTHERWISE APPROVED BY THE DEPARTMENT. WRING CONSTRUCTION.AND SHALL DEBATER AND DISPOSE OF THE 12..CONSTR.,SITE IMPROVEMENTS INCLUDING PAWNS CURBS LANDSCAPING WATER SO AS NOT TO CAUSE INJURY TO PUBLIC OR PNVATE PROPERTY II FLUSH STORM DRAINAGE SYSTEM. & ALL PIPE.MANHOLES CATCH BASINS AND APPURTENANCES SMALL BE OR NUISANCE TO ME PUBLIC HE SMALL♦T ALL TIMES NAVE IA.REMOVE TEMPORARY EROSION CONTROL MEASURES. 3 LAW ON A PROPERLY PREPARED FOUNTATOR IN ACCORDANCE AVAILABLE SUFFIOENI PUMPING EQUIPMENT IN OCAL WORN CONDITION SECTOR 2-025(I)OF TIE CURRENT STATE O wAsh.GRIN STANDARD FOR ALL EM ALL ES.WOUONG POTTER OUTAGE.ARO SHALL HAZE 177 SPEOFICAEONS FOR ROAD AND BRIDGE CWSIRUCTW. DVS SHALL THE AT ALL RUES COMPETENT WORKMEN FOR INC OPERATION O C. INCLUDE NECESSARYTEL2LNG OF THE TRENCH BOTTOM OR INC TOP OF TE PUMPING EQUIPMENT INC FOUNDATION MATERIAL AS WELL AS PLACEMENT AND COMPACTION Or REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT ME AI NEW CONNECTIONS TO EXSTNG MANHOLES OR SEWER LINES SHALL BE ENTRE LENGTH OF INC PIPE OALL BE SUPPORTED ON A UNIFORMLY SEALED OFF UNCL UPSTREAM CONSTRUCTION IS IRIS A.TESTED, _ (;0 DENSE,UOPSOIl G BASE. IF THE NATIVE MATERIAL N TIE BOTIW CLEANED.AND ACCEPTED. ALL CONSTRUCTOR DEBRIS AND RATER Q LW1 OF ME TRENCH MEETS THESE REQUIREMENTS FOR-GRAVEL BACKFRL SHALL BE REMOVED PRIOR TO OPENING THE SEAL 2 J, FOR PIPE BEDDING-THE TROT LIFT CF PIPE BEOO'N MAY BE ; WITTED PROVIDED THE MATERIAL IN ME BOTTOM OFF THE TRENCH IS zM.A 5-FOOT MINIMUM HORIZONTAL SEPARATOR SHALL BE MAINTAINED 2 0 LOOSENED,REGRADED.AND COMPACTED TO FORM A DENSE ORM.. BETWEEN ALL WATER FACLISES AND WDERGRWND POWER AND BASE. ALL PIPE BEDDING STALL BE MINA CLASS B.TIRE I.OR BETTER. PIPE SHALL NOT BE INSTALLED ON SOD,FROZEN EAR., ENGTNEER IEEPH E FACUTES UNLESS O.ERWSE APPROVED BY ME a LARGE BOULDERS,OR ROOK. 25.WHERE NSIRUCTONS/SPEOFlGRW CONFLICT FROM WHAT IS SHO'MI F W 6. THE CONTRACTOR SHALL BE RESPONSIBLE FORPRONONG ADEQUATETH ON E DE9W PLANS AND WHAT IS CALLED OUT WNW TIE SAFEGUARDS SAFETY°EWES.PROTECTVE EQUIPMENT.FLAO2RS SPEOTCATON REFERENCED ME CONTRACTOR SHALL OBSERVE THE III AND AND OTHER NEEDED ACROSS TO PROTECT THE LIFE.HEALTH,AND MORE STRINGENT SPEOFICATONS REQUIREMENTS UNLESS BRITTEN I. 0 O SAFETY OF TIE PUBLIC AND TO PROTECT PROPERTY IN CONNECTION CLARIFICATION IS RECEIVED FROM ME ENGINEER STATING Z J N. <77 W.THE PERFORMANCE OF WORK COVERED BY THE CONTRACT ANY OTHERWSE. WORK BITHIN ME TRAVELED RIGHT-OF-RAF THAT MAY INTERRUPT Z NORMAL TRAFFIC FLOW SHALL REWIRE AT LEAST ONE FLAGOER FOR 26.ALL OFFSETS TO CB'S AND SANITARY MANHOLES ARE TO THE CENTER EACH LANE OF TRAFFIC AFFECTED. ALL SECTIONS OrRIE WSDOT OF THE ORATE OR UD THE CONTRACTOR IS RINSED TO ESTABLISH W ....1STANDARD SPECFICATONS 1-0Z.25 TRAFFIC CONTROL SHALL APPLY. A TEMPORARY CURB BASE LINE TO FAOUTATE PROPER PLACEMENT CF m Z ;j & IT SHALL BE THE SOLE RESPONSYBR)TY OF THE CONTRACTOR TO ME ON,M.H.AND VIER APPURTENANCE. CARE SHOULD BE TAKEN N g THE PLACEMENT OF THE FLOW CONTROL STRUCTURE TO INSURE TIE V o WT.STREET USE MN DRIER OR RELATED REOBRED PERMITS PRIOR PROPER RELATKRSMP BETWEEN INC COI1RO IE UD S RISER NW GB TO ANY ORSTRIJCTON ACTIVITY N THE DIY OF RESTON RIGHT-Or- I,, IT SHALL ALSO BE.E RESPONSIBILITY OF THE CONTRACTOR OR WAS. ' W z la K TO OBTADA ALL REQUIRED PERMITS PRIOR TO MY CONSTRUCTION AC PVC SER J&ASM ROSY,CASKET dEPOT-ALL SIZES & ALL MANHOLE LADDERS SHALL BE FIRMLY ATTACHED AND EXTEND BEDDING cuss B,TYPE I OR II 0 W a TO THE BOTTOM OF THE STRUCTRE. 2 g TO APPROXIMATE LOCATIONS OF EXISTING uTYITES HALE BEEN J OBTAINED FRCP AVAILABLE RECORDS AND ARE SHOWN FOR W CONVENIENCE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERRUCA TON OF LOCATIONS MOAN AND FOR DISCOVERY OF POSSIBLE 0 ADDITIONAL LITOTES NOT SHOWN,SO AS TO AVOID D.A.OR DISTURBANCE. THE CONTRACTOR SHALL CONTACT ME UTILITIES (n UNDERGROUND LOCATION SERVICE(I-8D0-A2/-5556)PROR TO I CONSTRUCTOR. THE ODDER OR HIS REPRESENTATIVE SHALL BE NMEDIATELY CONTACTED IF A uTLITY CONFLICT EXISTS 11.THE CONTRACTOR SHALL VERIFY THE LOCATION.TROTHS THICKNESS AND ELEVATORS OF ALL EXISTING PAVEMENTS AND STRUCTURES THAT ARE TO INTERFACE OATH NEW WORK. IF OSXREPANCIES ARE FOUND THE ENGINEER SHALL BE NOTFIEO. PRONOE ALL TRIMMING, ING, CUTTING.SAWCUTTNG GRADING,LEVELING,SLOPING.COATWO AND OTHER WORN INCLUDING MATERIALS AS NECESSARY.TO CAUSE TIEINTERFACE WTH EXISTNG WORKS TO BE PROPER,ACCEPTABLE TO THE NNGUY.AND THE Ott OF RENTON,COMPLETE IN PLACE AND READY 12 ALL INLET,MANHOLE,AND CATCH BASIN FRAMES AND ORATE SHALL C NOT BE ADAUSTD TO GRADE WHIN IXIMEOAIELY PRIOR TO POURING O FINAL PAWNG ALL CATCH BASH GRATES SHALL BE SET 0.10 FEET BELOW PAVEMENT LEVEL IS COMPACTION OF ALL PLL AREAS SHALL BE PER APRA SPEQRCATKNS FILL SHALL BE PROVIDED IN 6'MAXIMUM LIFTS AND BALL BE COMPACTED TO 958 OT I MAXIMIN RELAI VE DENS . BALSKFILL TER.INCLUDING Bur NOT LIMITED TO P I 001104 UTILITY TRENDIES SHALL BE PER THE CURRENT ••: •0 EDITION O INC MINA STMIDARD CA TONS IT SHALL BE INC SOLE RESPONSIBILITY ME CONTRACTOR TO DETERI NE IF THE '••• NAIVE R MATERIAL ON SITE MEETS THE S.W.REWPEMENTS IF THE MATERIAL IS OlESN1NABLE.IT MAILAL BC BE DISPOSED OF AND — NOTABLE MATERIAL WPORTED. IF IT SHALL BE IRE CONTRACTOR'S TESPONSBWTY TO COLROWATE MN PK ACTNTES WIN LOCAL UT.TY COMPANIES TO INSURE THAT ALL UMITES ARE INSTALLED ACCORDING TO THESE PLANS AND MEP REQUIREMENTS OF THE INDINDUAL URLITY COMPANIES. 6 - IS ALL CUT AND FILL OPERATIONS IN THE AREA OFTHE PROPOSED H ROADWAY AND PARKING AREAS SHALL BE INSPECTED BY A P LSE CEO TECHNICAL CONSULTANT TO ENSURE AN ADEQUATE'BASE IS 66 PRE D TO SUPPORT ME PROPOSED UTLITES AND PROPOSED W 1 S3 U R CL o& C/o��n tt( / 11 3 A () P ,_ SHEET • &�/;I I. Y w C4 r s a a 6 -JL',4r 11' n Z3Z3U4-VUU1-0L KING COUNTY 790202 500 K C ADMIN BLDG SEATTLE WA 9E104 232304-9005-08 BURLINGTON NORTHRN SANTA FE715175 TAX DEPT 1700 E GOLF RD 0400 SCHAUMBURG IL 60173 242304-9008-04 JEFFERSON SMURFIT CORP 600573 PO BOX 479 RENTON WA 98057 242304-9044-00 BURLINGTON NORTHRN SANTA FE715175 TAX DEPT 1700 F GOLF RD V400 SCHAUMBURG IL 60173 242304-9078-09 KING COUNTY 701724 DEPT OF NATURAL RESOURCES 506 2N0 AVE 0708 M/S 7ST SEATTLE WA 98104 242304-9081-04 KING COUNTY 701724 DEPT OF NATURAL RESOURCES 506 2ND AVE 0708 M/S 7ST SEATTLE WA 98104 it '4'i'$'IF'1F:�'i"➢1"F 4 1`T'P'.`Y'r'.'�-'r'r� - r-._�___.rT-.-.. s * BATCH NUMBER: KL * CUSTOMER NAME W E H PACIFIC 132304-9009-06 BNSF RAILROAD 811354 PROPERTY TAX DEPARTMENT 1700 E GOLF RD SCHAUMBERG IL 60173 132304-9078-02 CITY OF RENTON 285632 PROP MGMT PLAN BLDG PUB WORK 200 MILL AVE RENTON WA 98055 132304-9080-08 KING COUNTY 24C86C 500 KC ADMIN BLDG SEATTLE WA 98104 142304-9042-04 0 W R R E NAY CO 579800 C/O UNION PACIFIC RR CORP PO BOX 2500 BROOMFIELD CO 8CC20 Z42304-9121-06 BLUME/GARRISON PARTNERSHIP 261666 . 2825 EASTLAKE AVE E 4310 SEATTLE WA 981C2 242304-9122-05 SEATTLE AREA PLUMBING E PIP660753 \ 595 MONSTER RC SW i RENTON WA 58055 242304-9123-04 BLUME GARRISON PARTNERSHIP 261666 2825 EASTLAKE AVE E 4310 SEATTLE WA 99102 377920-0090-00 RENTON CITY OF 775217 200 MILL AVE S RENTON WA 98C55 377920-0119-07 CITY OF RENTON 279700 200 MILL AVE SOUTH RENTON WA 98055 377920-0150-07 ANMARCO 859999 9125 10TH S SEATTLE WA 9810E /4477V-V31V-V4 STATE OF WASHINGTON 6677771 722950-0320-02 ANMARCO 859999 9125 10TH S SEATTLE SSA 98108 722950-0340-08 O W R R & NAV CO 2C1303 X UNION PACIFIC RR CORP PO BOX 2500 BROOMFIELD CO eoc2c 000000-0000-00 ***************,c**,c*,t*******plc***is **************A*** ************* *a1a4***scaia< ;k;'c***ijc**s4;k*s,'cac****st*sc*a; tic PACIFIC 3025-112th Avenue N.E. P.O.Box C-97304 Bellevue,WA 98009-9304 October 1, 1998 LOPMENT PLANNING WY OF RENTON OCT 0 2 1998 Lesley Nishihira RECEIVED Planning/Building/Public Works Department 200 Mill Avenue South City of Renton Renton, Washington 98055 Re: Proposed Parking Lot Expansion - Project Lighting Study Sid Eland Distribution Center - Renton, Washington File No. 3-1396-0002 Dear Lesley: Pursuant to your request, we have evaluated the lighting levels at the project site and find that two new light sources will be required to achieve an average illumination of 0.80-foot candles throughout the new parking area. We estimated proposed light levels at various locations within the proposed parking lot utilizing the two existing light sources and two additional lights sources placed within the proposed planter islands (see sketch). The existing City light sources along Monster Road were not used in our evaluation. We have enclosed a copy of the results of our study, and a sketch showing the proposed light sources locations and catalog cuts of possible lighting components for your review and comment. If you require additional information or have any questions, please call. I can be reached at (425) 828-2846. Thank you for your time and efforts. Sincerely, W&H PACIFIC, INC. cott A. Sherrow Senior Project Manager Enclosures: Results of Study Lighting Sketch cc: Jack Bennett SAS cya I\PROJECT\13960201\WORD\SID9-29.doc 9 (425) 827-0220 Fax (425) 822-5341 Planning • Engineering • Surveying • Landscape Design SECTION, TOWNSHIP, RANGE: S26/T25N/R5E ' i 4 i i � rD rn 0 ' '" ��to = R1 i ;� n r"+ N (n0 I (nr rTl (nrm h 1--- Q = (n ' � Ox c .2 -� I -_ c) - z - - A E =; y y n • t` r*1 O ! ---vY. ` i r \ '\\'. •` .� ;I `_4 Q. __ _____ - I /t - _ i � 1. i , ILI nin-1 ! )=•• 1 —11-111*.'- It-4—r7---4-4111116."-- = m � = � 000 rZ • 0 -0 � �MI%� Ox rn w — Z � r1- -1 ,- -1 -I C -4 � N C Z O (A 10 =1 m � DCOr) Z • � -� � O O D 1 j0 Orn ›. 55 � OO -I � i 0 N Z � � (i) D y � O O O rn `n JACK BENNETT m DESIGNER: SAS SID ELAND PARKING LOT -� -I DRAWN BY: KJG LIGHTING PLAN W��H P A C I F I C CHECKED BY: Washington 3025 112TH AVENUE NE' Renton/King BEUEVUE, WA 98004-9304 SCALE: PROJECT NO. FILE NAME: WWW.WHPACIFTC.COM APPROVED BY: TEL: (425)827-0220 FAX (425)822-5341 1: =30 3-1396—0201 LSEPL T01.d wg Planning • Engineering • Surveying • Landscape Architecture LAST EDIT: 9/30/98 KJG PLOT DATE: 9/30/98 9-29-1998 10 :46 : 52 AM EZILLUM v2 . 0 Page 1 of 2 ALADAN (tm) A Lighting Application Design & ANalysis General Electric Company GE Lighting Systems Hendersonville, NC 28739 USA PROVIDED B Y: Paul Cho W&H Pacific 3025 - 112th Ave NE Bellevue, WA 98009-9304 Phone : 425-828-2806 Fax: 425-822-5341 Scott Sherrow a • 4 . Special Lighting LUMINAIRE QTY PHOTO ID LUMENS DISTRIBUTION DECASHIELD 400 4 7315 13200 M-C-III ILLUMINATION SUMMARY Total Contributing Luminaires 4 Maximum Array Value 3 . 62 Minimum Array Value 0 . 06 Avg Of 288 Array Points 0 . 84 Average/Minimum Ratio 13 . 95 Maximum/Minimum Ratio 60 . 00 Coefficient of Variance 0 . 92 Maximum Gradient Ratio 2 . 09 These computations may be based on specific information that has been supplied by the customer. It is the responsibility of the customer to verify that the actual lighting installation corresponds dimensionally to that on which this data is based. Any deviations in the actual luminaire installation, lighted area geometry, and the introduction of obstructions within the lighted space may produce results that are different from the predicted values . Also, normal tolerances of supply voltage, lamp output, ballast and luminaire manufacture will effect results . Ref : IES LM-61-1986 Identifying Operating Factors for HID Luminaires r I . • 9-29-1998 10 :46 : 52 AM Illuminance Meter Array Page 2 of 2 Meters are Aligned with Face Horizontal Scott Sherrow Y 10.00 30.00 50.00 70.00 90.00 110.0 130.0 150.04:: Coor 0.00 20.00 40.00 60.00 80.00 100.0 120.0 140.0 > +X Coordinates 170.01 + + + + + + + + + + + + + + + + 1 .412 .262 .216 .189 .184 .231 .333 .478 .662 .771 .851 .736 .455 .239 .114 .060 1 160.01 + + + + + + + + + + + + + + + + 1 .388 .270 .224 .205 .234 .351 .588 .846 1.17 1.26 1.27 .993 .559 .270 .130 .070 1 150.01 + + + + + + + + + + + + + + + + 1 .339 .275 .236 .222 .274 .472 .894 1.49 2.10 2.37 1.95 1.30 .719 .335 .175 .085 1 140.01 + + + + + + + + + + + + + + + + 1 .272 .251 .232 .225 .282 .508 1.07 2.00 3.11 3.57 2.48 1.36 .773 .366 .172 .084 1 .226 .232 .229 .241 .304 .527 1.09 2.02 3.12 1 2.49 1.37 .784 .375 .179 .089 1 120.01 + + + + + + + + + + + + + + + + 1 .227 .239 .252 .277 .338 .533 .945 1.54 2.15 2.41 1.99 1.34 .761 .370 .201 .103 1 110.01 + + + + + + + + + + + + + + + + 1 .257 .267 .281 .308 .348 .449 .667 .923 1.25 1.35 1.36 1.08 .644 .341 .180 .102 1 100.01 + + + + + + + + + + + + + + + + 1 .351 .340 .344 .349 .341 .355 .442 .596 .803 .927 1.00 .885 .591 .346 .190 .106 1 90.001 + + + + + + + + + + + + + + + + .527 .562 .552 .457 .357 .317 .341 .455 .640 .754 .748 .689 .531 .355 .205 .109 1 80.001 + + + + + + + + + + + + + + + + 1 .759 .845 .823 .600 .403 .307 .321 .428 .607 .658 .591 .569 .489 .351 .207 .114 1 70.001 + + + + + + + + + + + + + + + + 1 1.27 1.29 1.13 .745 .442 .338 .355 .464 .643 .753 .747 .688 .531 .355 .205 .108 1 60.001 + + + + + + + + + + + + + + + + 1 2.40 2.09 1.55 .927 .537 .430 .470 .606 .807 .926 1.00 .884 .590 .345 .190 .106 1 50.001 + + + + + + + + + + + +. + + + + 3.62 2.86 1.64 .976 .612 .524 .686 .925 1.25 1.35 1.36 1.08 .643 .341 .180 .102 r I j is 40.I01 ,+ + + + + + + + + + + + + + + + "r3.62 2.86 1.64 .980 .635 .625 .968 1.54 2.14 2.41 1.99 1.34 .760 .369 .200 .103 30.001 + + + + + + + + + + I./ 5'teE 1 2.40 2.09 1.55 .930 .580 .645 1.13 2.03 3.12 2.49 1.37 .783 .375 .179 .089 1 20.001 + + + + + + + + + + + + + + + + 1 1.27 1.28 1.13 .754 .503 .596 1.11 2.02 3.11 3.56 2.47 1.36 .772 .366 .171 .083 10.001 + + + + + + + + + + + + + + + + 1 .752 .841 .823 .617 .471 .549 .929 1.51 2.11 2.37 1.95 1.29 .718 .334 .175 .085 1 0.001 + + + + + + + + + + + + + + + + j .514 .550 .541 .454 .386 .434 .625 .861 1.17 1.26 1.27 .992 .558 .269 .130 .070 1 AiD Et21. Lower Left Corner: X = 0 . 00 Y = 0 . 00 Z = 0 . 00 3 9-29-1998 10 :47 : 35 AM LUMINAIRES Photo ID Lumens X Pos Y Pos M.H. X Aim Y Aim Z Aim Lat Ang 7315 13200 0 . 00 45 . 00 25 . 00 0 . 00 45 . 00 0 . 00 90 . 0 7315 13200 -50 . 00 180 . 00 25 . 00 -50 . 00 180 . 00 0 . 00 180 . 0 7315 13200 87 . 00 135 . 00 25 . 00 87 . 00 135 . 00 0 . 00 90 . 0 7315 13200 87 . 00 25 . 00 25 . 00 87 . 00 25 . 00 0 . 00 90 . 0 We have run a preliminary lighting study and it shows two new light standards will be required to achieve an average of 0.84 FC thought out the new parking area. The existing city light standards were not counted for in the analysis. Need: Shoe-Box style luminaries Flat Lens Medium cut-off optics Type Ill distribution pattern i High Pressure Sodium Vapor-200-250 watt bulb i 25'mounting height pole- Square, steel pole (Concrete ok- Match existing) 240 volt system Need to tie into existing system, Match existing Photo-Electric Controls. I . . 1*/ t CATALOG MOUNTING tx BUTT NOMINAL WT. NUMBER HT. HT. SECTION (LBS) MBQ-11 35•-5" 36•-1" 9 7/i5 1880 i 5 Y4 'h L RECTANGULAR LUMINAIRE 44 AND ARM TO BE STERNER EXECUTIVE OR APPROVED EQUAL. : i �T I s i MN "MBQ" SERIES SQUARE, SPUN, PRE STRESSED CONCRETE POLE. Y2" DIA. x 1 4/4 90' THREADED COUPLING (2 PER EACH ARM) H.H.O' 180' TYPICAL SIDE MOUNT DETAIL 270' 14"x14"xl" GALV. PLATE = 15 1/2 ANCHOR w BOLT CIRCLE o nte 0 Brig 1 1/4 DIA. HOLES BASE PLATE J ;n TWO EACH Y2 „ INSERTS AT 90' HAND HOLE /4 x 7" WITH CAST ALUM. FRAME, COVER AND TAMPER PROOF SCREWS. FINISH TO GRADE. COAT ANCHOR PLATE AND BOLTS WITH CARBONLASTIC co I Wa TYPE I 6" FREESDOT DRAININGJ-II GRAVEL HAND- SECHOLE#ON 1791 CONNECTOR KITS. I � • 1 � jT i II/ -1 ` o % \ 0 2" CONDUITS o • (. • 1"x 60"x 4" J BOLTS NOTES; 30 -I 1. POLE FINISH - #113 GRAY CEMENT NATURAL EXPOSED FINISHED. 2 - .1111 erO l Concrete Lighting Poles 9 g Centrecon Series "M" Medium Square Pole Mounting Height - 23'0" - 40'0" Ameron Centrecon Series "M" prestressed concrete lighting poles provide the light pattern required for shopping centers, parking lots, green belts or other areas requiring decorative and roadway lighting. Application can be post top, mast arm or side mounted. These strong, durable poles are available in various aggregates U Liand finishes. MBQAnchor nc or Base MEQ Embedd ed Pole Length/ Pole Length/ Embedded Number Weight Number Weight Depth MBQ-7 23'0"/1000 MEQ-6 24'-7"/1150 5'0" ._=0. 3.MBQ-7.5 24'7"/1120 MEQ-7 27'7"/1250 4'7" MBQ-8.5 27'11'/1330 MEQ-7.5 29'6"/1350 4'11" MB0-9 29'6"/1450 MEQ-8.5 32'10"/1570 4'11" MBQ-10 32'10"/1670 MEQ-9.4 36'0"/1780 5'2" MBQ-11 36'1"/1880 MEQ-10.6 40'0"/2100 5'10" MBQ-12.2 40'0"/2150 MEQ-12.2 49'3"/2760 9'3" Appearance Code Cement Color Aggregate/Finish Grey White Buff Green Brown Black Natural/Mold finish #111 #211 Natural/Polished #112 #212 #312 #412 #512 #612 Natural/Exposed #113 #213 #313 #413 #513 #613 Terra77o/Polished #122 #222 #322 #422 #522 #622 Terra77o/Exposed #123 #223 #323 #423 #523 #623 Sonora Gold/Polished #232 #332 Sonora Gold/Exposed #233 #333 1 Ordering information .p oJC oJC A / I Ste` C_) Fo', 4 'tea' c>.? M E Q - 8.5 ( 2 1 3 ) T-4 S SD III IV V - I VI f II Pole Designation Arm Designation I —Select mounting height desired—this is usually dictated by the type of - ' luminaire and degree of illumination required. II —Select tenon size or side mount as required by fixture. Arms and luminaires shown not included Ill —Select pole which will give proper mounting height with type of arm selected. IV—Select footing requirements—anchor base or embedded style. • V —Select shape of pole—round, octagonal, square. VI—Select finish from appearance codes. 3 Loading/EPA Series "M" Square Loading calculated for 104 mph winds Luminaires (by others): General information Maximum effective area-9.0 ft2, post top Ameron's Centrecon Series poles Maximum weight at post top-70 lbs are symmetrically tapered precast, prestressed concrete shafts for either base mounted or embedded installa- tions to provide dense, high strength, centrifugally cast concrete with high- tensile, solid steel prestressing wires, n5"top diameter ( 5"top diameter uniformly wrapped with spiral welded V wire cage at a controlled pitch for tor- • sional reinforcement. The poles are designed in accordance with 50-year F=_=: -------- mean recurrent interval wind and ice --1---1"-- loadings, height coefficients, shape `r Sr .:;: ._ coefficients and factors of safety specified by AASHTO. Manufacturing procedures are in accordance with standards and recommendations by the American Concrete Institute and Prestressed Concrete Institute. All products are tested in accordance with standard ASTM testing procedures. When required, Ameron products may be designed in accordance with _ applicable codes or standards. Pole length Surface treatment Pole length Ameron concrete poles have blasted or polished surfaces, uniform in lines and textures. At purchaser's option, poles can be provided with surfaces imparted by the mold. handhole cover Finishes handhole cover Ground line Purchaser has the option of choosing from Ameron's Centrecon Series 3"grade standard color finishes. All decorative 1 poles are provided with a protective a.t t r acrylic coating for graffiti resistance Anchor bolts t unless otherwise requested. 1"x36"x4" Wire inlets Ll ' I Embedded depth 40 Bolt circle • • 4 13"(MBQ-7-7.5)(MBQ-8.5).5) El / 15"(MBQ-9) ' 15'/ (MBQ-10-11) 161/4"(MBQ-12.2) . ' III amerun • Pole Products Division 1020 "B"Street, P.O. Box 755, Fillmore, CA 93015(805)524-0223 FAX(805)524-1537 12/89 1 Series FL Mounting Height 20"-40" Tenon Top Light Duty Flood Pole Pole OrderingInformation Design Information i, Tenon Size Base plates are provided with slotted holes for easy installation. • --.{ H23/8"OD 27/8"OD- 1:1 161 Base covers (optional) provide a smooth 3y4., transition from shaft to base. Anchor bolts furnished with each pole are galvanized steel meeting the appro- Shaft Length Pole Order Number priate ASTM specifications. There are _ four bolts with two nuts and two washers 20'-0" FL-200-0 FL-200.10 per bolt. Bolt setting details are provided to the customer with each shipment. 25'-0" F L-250-0 F L-250.10 Finished poles can be provided with 30'-0" FL-300-0 FL-300-10 colors in corrosion-resistant coatings, 35'-0" FL-350-0 FL-350-10 prime-painted inside and outside,or • hot-dipped galvanized in conformance 40'-0" FL-400-0 FL-400-10 with ASTM A-123 specification. See "Color& Finishes." All poles have a taper of.14 inch per required. Order by using appropriate foot. Select tenon size and shaft length pole order number shown on table above. Notes: 1. 1. Luminaire shown not included. H ll Note: Steps are not offered on this series. It is recommended that these poles be 2. For foundation and footing design serviced by means other than climbing, criteria,consult state and local codes. 3. For modifications such as additional Pole Data Applications arms,transformer bases,festoon Shaft Size Bolt Anchor • Little league fields outlets and embedment(direct burial) Length Top Bottom Circle Bolts (41 • Tennis courts conversion,consult,Modifications& g • Accessories"for detailed information. 20'-0" 23/8" 51/4" 91/2" 3/4"x 18"x 4" • Walkway lighting 25'-0" 23/s" 6" 91/2" 3/4"x 18"x 4" • Boat docks 4 Consult factory for maximum loading conditions on each pole. 30'-0" 23/8" 65/8" 111/2" 3/4"x 18"x 4" 35'-0" 23/4" 75/16" 111/2" 1"x 36"x 4" Modifications in product dimensions may 40'-0" 23/s" 8" 111/2" 1"x 36"x 4" have occurred subsequent to the printing of this document.Please consult factory for current details with regards to your specific product application. .in1r1't]11. Pole Products Division 1020 "B" Street, P.O. Box 7558 • Fillmore, CA 93015 • (805) 524-0223 • FAX(805) 524-1537 Ste _ [ Po esT " Area & F.,74111;lood Series FL Mounting Ht. 20"-40' • Tenon Top Light-Duty Flood Poles III Ill Shaft l! length Bolt �,-,1 circle ter Fri j f.D) Handhole with removable cover (3"x 5"for poles under 20' 4"x 61"for poles 20'and over) I 1 Anchor bolts To LIGHTING SYSTEMS Q. • AREA � 6 DECASHIELD®III LUMINAIRE ` APPLICATIONS 1 • Walkways, driveways, tennis courts, malls, t shopping center, commercial and industrial , =�� complexes, and residential areas � `�� SPECIFICATION FEATURES • ❑UL1572 Listed SUITABLE FOR WET LOCATIONS 0 CSA certified ❑Heavy-duty die-cast aluminum housing and door ❑Polyester powder paint finish standard for dark bronze, black and white 0 No-tool access stainless steel latch design ❑Heat and impact resistant tempered flat glass lens ❑ALGIAS°finish on Type II,Type III and Type V reflectors, anodized finish on Forward Throw reflector 0 Type II,Type III metal halide,and all Forward Throw reflectors are field rotatable 0 Enclosed and gasketed optical ❑Decorative Mounting Arm standard ❑Mogul base socket ❑ Plug-in ignitor 0 Unit shipped complete in one carton(Ballast secured to housing) ❑Removable ballast tray(DSMT) ORDERING NUMBER LOGIC SP 16)LISTED 6 DSM T 40 S 0 A 1 G MC3 DB C i I IES PRODUCT LIGHT BALLAST PE LENS DISTRIBUTION ID WATTAGE SOURCE VOLTAGE TYPE FUNCTION TYPE TYPE COLOR OPTIONS XXXX XX X X X X X X X X XX XXX AL=Alumi- A=Lightning Arrester DSMT= 07=70 S=HPS 0=12012081 See Ballast 1=None G=Glass See Ballast num C=Charcoal Filter Decashield III 10=100 M=MH 2401277 and Photometric 2=PE Re- Luminaire NOTE: HPS Multivolt Selection Table ceptacle and Photo- BL=Black F= Fusing(Not Standard: DB=Dark available with with Ballast only Mogul base 1=120 A=Autoreg 4=PE Re- metric Trayceptacle Selection Bronze multivolt or 15=150( lamp not 2=240 H =HPForRactor and Short- Table (Stan- 120X347V) DSMF= (55V) included. 3=240 Lag Decashield III 17=175 M=Mag•Reg IngCap I I 1 dard) R=No Arm Luminaire 4=277 NOTE: 1 I I WH=White with Internal 25=250 5=480 Receptacles Slipfitter, 40=400 D=347 connected S=Short I I adjustable 75750 same volt- M=Medium = for 1.660 to F=120X347 age as unit. FWT'=Forward 1 2.375 in. NOTE: Throw (42 to 60mm) 120X347 HTV"=Horizon- OD pipe connected tal Type V 1 I mounted. for 120V I ° (C=Cutoff I1 2=Type II 3=Type Ill , NOTE: 'Use FWT for 3-character distribution type "Use HTV for 3-character distribution type Data subject to change without notica 41 The catalog numbers,options and modifications on *R this page are uL Listed unleaa otherwise noted. Page 2 5120 Dec.1992 s Registered Trademark of General Electric Company „ , , fa LIGHTING SYSTEMS AREA DECASHIEL D°//I LUMINAIRE 7 DIMENSIONS , SUPPORT PLATE AffiI •lA�'� 2.375 in.(60mm)�L--..f, ■ I 1 SLIPFITTER ��iNel C___;1111781 r I t TERMINAL 6.500 in. 9.000in. BIRD SHIELDI /; BOARD i (165mm) (229mm) REFLECTOR ' _i_—. HINGE BRACKET - ' 1 8. in. —�59 R'n• ' INTERNAL SLIPFITTER\UMINAIRE DOOR b00300 mm) m R) BALLAST SHIELD 24.000 in.(610mm) 312 in.(8mm)DIA tJ HOLE 438in.(11mm)DIA 5.250in. HOLES 2.250 in. I (133mm) 1 (57mm)1 MIN 1.812 in. 2.196 in.(56mm) 17.000 in. (46mm) (432mm) 4.392 in. i 1.250 in.DIA (112mm) (3 IA) HOLE I .656 in.(17mm) •' --�1 1.312 in.(33mm) DRILLING TEMPLATE FOR SQUARE POLES NUTS(3/8-16 ROUND POLE ADAPTER WASHERS HOLES SCREW DIA SCREW(1/4-20) h CA 5.250 in. O(133mm) O / \' MINA-'•12.719 in.(69mm) re;:11111 I NUT -• 5.438 in. PLATE 750 in.DIA (138mm) (19mm DIA) !i : \ 4'� MOUNTING HOLE 71 i101 ARM DATA j- I ROUND POLE ADAPTER DRILLING TEMPLATE FOR ROUND POLES* Approximate Net Weight: 35-45 Lbs. Approximate Net Weight: 16-18 Kgs Suggested Mounting Height: 20-40 Ft Suggested Mounting Height: 6-12 M 'For use with round pole adapter only: Effective Projected Area RPADB-DS—Dark Bronze,for 3.5 to 4.5-inch(89 to 114mm)OD pole With Mounting Arm: 1.8 Sq ft RPABL•DS—Black,for 3.5 to 4.5-inch(89 to 114mm)OD pole 0.17 Sq M Without Mounting Arm: 1.4 Sq ft BALLAST AND PHOTOMETRIC SELECTION TABLE 0.13 Sq M All light sources are clear unless otherwise indicated. Ballast Type REFERENCES Voltage Photometric Curve No.35.17--•• i Light 347, See Page 6900 for start of Wattage Source Multivolt 120 208 240 277 120X347 480 SC2 MC2 MC3 HTV FWT Accessories and Mounting 5, See Page 6980 for 150(55V) HPS A,H A,H,MA,M A,M A,M A,H A,M NIA 8591 8596 8599 8604 — 1 250,750 400 HPS H H H H H A H N/A N/A 8256 8601 8606 Distribution Type 175, 250 MH A A A A A A A N/A 8594 8597 8602 8607 Classification 400 MH A A A A A A A 7312 8595 8598 8603 8608 See Page 8000 for start of NOTE: N/A=Not Available Pole Selection Page 3 5120 Dec. 1992 Data subject to change without notice CITY OF RENTON -U. Planning/Building/Public Works Department Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator October 6, 1998 Mr. Scott Sherrow, P.E. W& H Pacific, Inc. PO Box C-97304 Bellevue, WA 98009-9304 SUBJECT: Eland Parking Lot Expansion Project No. LUA-98-106,SA-A,ECF Dear Mr. Sherrow: 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 for the above-referenced project. No appeals were filed on the ERC determination. This decision is final and application for the appropriately required permits may proceed. If you have any questions, please feel free to contact me at (425)430-7270. For the Environmental Review Committee, -/.../6,7 A 7 Lesley Nishihira Project Manager cc: Eland Building Partnership/Owners Mr. Jack Bennett, Inc./Applicant IINAL.DOC i ncc fOnCC CITY OF RENTON CURRENT PLANNING DIVISION AFFIDAVIT OF SERVICE BY MAILING On the lZ day of ScP7`ewtber , 1998, I deposited in the mails of the United States, a sealed envelope containing pov avid Dec«io-'h documents. This information was sent to: Name Representing lav a PavAtncisShk Scestt ShGvvcv.3 W c H Pactftc, (Signature of Sender) Sav d .. '4-• Sclecivcr STATE OF WASHINGTON ) ) SS COUNTY OF KING ) I certify that I know or have satisfactory evidence that 5 91 d.1A_ signed this instrument and acknowledged it to be his/her/their free and voluntary act for uses and purposes mentioned in the instrument. Dated: /0 - `iy QJ� � rn its ir Notary Public in nd for the State of Was i'.ton Notary (Print) MARILYN K NIG EFT My appointment eo Project Name: eSavck Park�ti.� ldt elioav►stctt� Project Number: LUA 1oco t S iA_yl ,EC.jr NOTARY.DOC REPORT City of Renton Department of Planning/Building/Public Works DECISION ENVIRONMENTAL REVIEW & ADMINISTRATIVE LAND USE ACTION DECISION DATE: September 15, 1998 Project Name: Eland Parking Lot Expansion Applicant: Jack R. Bennett, Inc. Owner: Eland Building Partnership File Number. LUA-98-106, SA-A, ECF Project Manager: Lesley Nishihira Project Description: The applicant seeks Administrative Site Plan approval and Environmental Review for the expansion of an existing parking lot. Currently, the property has 131 on-site parking spaces, plus 20 off-site spaces. The applicant proposes to expand the off-site parking area from 20 to 42 spaces, for a total of 173 parking spaces provided for the site. Project Location: 555 Monster Road Southwest Exist. Bldg. Area SF: 210,577 square feet Proposed New Bldg. Area SF: N/A Site Area: 495,691 square feet Total Building Area SF: N/A .'• , j w r • a i \ • \\ --� r To. 7A9c ` r 1 n ' . [�r�,:E. , �Q. � � ' e_ ;..� -r��.::_�• w► �. •'� =� r�swlA� rbt�r IT`��w e�. w /. i 1� �� ,v 1 + ,..j ..I � �n.i......b /w • s �•i o l.. % 1 `\ V r6 ...M aMwY_ —\ a F T , �• i t I tw;ut a:1 . • va T O\, ..__. \ a '�;-.. r r, M�:.r. 1 '.T [ C ��1 I� q .l.g;� a `�O z„:-,; a'� i I l\\�iLLF F CAMMEI�E(�lJ ,".xy L— ar -41t` 1PJ. .v u+b.: F 0 R T\ i, i r"t•,_ 'V,� ten.... `� 1` -r ...... "` .c ..�, it C% DEN;7 -.~' .S !J'• �,- ..�7... J f i ' l'4 c E Ai T2[ R + s, 16. -- .",,'\, iQ a0 . ^1 /t :. .'', � .`0..1 J_.' -./,ir ry"-it7:- -'_l,1._..�.7_,.._-y�. ,._••� i,{1.^.,.s� at U't ,',\, 0 E /4..T ,...,:.',, .1.-'_..n.._ S\N,,,,- 1,:-.. ...=''..,..,d5..Tz ; fl.QO ! I:\, � '� /I r,,,,;\ McRclat , ��. yam . Jl Project Location Map SITEERC.DOC City of Renton PB/PW Department Administrative Site Plan Approval&E, mental Review Committee Staff Report ELAND PARKING LOT EXPANSION LUA-98-106,SA A,ECF REPORT AND DECISION OF September 15,1998 Page 2 of 8 PART ONE: PROJECT DESCRIPTION/BACKGROUND The applicant seeks Administrative Site Plan approval and Environmental Review for the expansion of an existing parking lot. The site currently has 131 on-site parking spaces, plus 20 off- site spaces. The applicant is proposing to expand the off-site parking area from 20 to 42 spaces, for a total of 173 parking spaces for the site. The proposed parking area contains standard size stalls (9' x 20') with 24 foot drive aisles. Access to the off-site parking area will be across the existing Eland parking lot. The applicant will record an easement which will allow the use of the adjacent parcel for the off-site parking area. In the near future, the applicant intends to record a lot line adjustment to include the off-site parking area with the Sid Eland property. The ingress/egress/parking easement will be dissolved upon recording of the lot line adjustment. PART TWO: ENVIRONMENTAL REVIEW In compliance with RCW 43.21C.240, the following project environmental review addresses only those project impacts that are not adequately addressed under existing development standards and environmental regulations. 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 is relatively flat with a gentle down-slope from north to south at approximately 5% average slope. The grading plan estimates approximately 375 cubic yards of earthwork will be moved in order to match the existing grades with the proposed finish grades and asphalt paving and will not require the import of any fill. Erosion impacts appear to be minimal and will be mitigated by the applicants temporary erosion control plan. Mitigation Measures: No further mitigation measures recommended. Policy Nexus: N/A (2) Air Impacts: Minor emissions from construction equipment can be expected for the duration of the project. Construction impacts will be short term in nature and will be mitigated through the temporary erosion control plan and the construction mitigation plan. Emissions from construction equipment exhaust will have a minor impact on local air quality. Exhaust from construction vehicles is regulated by State and City codes. The increase in parking area will not bring any additional vehicles to the site and the existing use of the site will remain the same. The expanded parking area is intended to SITEERC.DOC • eiry of Renton P/B/PW Department Administrative Site Plan Approval& ,amental Review Committee Staff Report • ELAND PARKING LOT EXPANSION LUA-98-106,SA A,ECF REPORT AND DECISION OF September 15,1998 Page 3 of 8 serve vehicles currently parking in the off-site area as well as reduce current on-site vehicle congestion problems related to overflow vehicles from visitors and employees. Mitigation Measures: No further mitigation measures are recommended. Policy Nexus: N/A (3) Water Impacts: No surface water withdrawals or diversions are proposed with the project. The storm water runoff from the proposed site improvements will be conveyed to the existing storm drainage piping system, which drains to an existing pond located behind the south side of the subject property. The pond serves as a regional detention facility for the industrial complex drainage basin. Storm water treatment is provided by an existing four- foot wide, 200-foot long grass lined swale and U.V.C. oil/water separator located just south of the building complex and upstream of the existing pond. The existing pond is served by a pump discharge system to control the pond water level. Storm water runoff will increase as a result of the new impervious surfaces. The proposed parking lot expansion will be adequately served by the existing drainage system. There is no discharge of waste material to the ground. On-site storm water flows will be collected and routed through an oil-water separator and into an existing bio-filtration swale facility located on-site. Mitigation Measures: No further mitigation measures are recommended. Policy Nexus: N/A (4) Noise Impacts: Short term noise impacts will result from the use of construction equipment during site parking lot development and construction. Long term impacts should not be significant as the current use of the site will not change. Construction equipment will be equipped with muffler devices and engine idling time will be kept to a minimum. Any potential noise impacts will be mitigated by the applicant's construction mitigation plan. Mitigation Measures: No further mitigations measures are recommended. Policy Nexus: N/A 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. XX Issue DNS with 14 day Appeal Period. Issue DNS-M with 15 day Comment and A..eal Period. Issue DNS with 15 day Comment and Issue DNS-M with 15 day Comment Appeal Period. Period followed by a 14 day Appeal Period. SITEERC.DOC City of Renton PB/PW Department Administrative Site Plan Approval&E mental Review Committee Staff Report • ELAND PARKING LOT EXPANSION L UA-98-106,SA-A,ECF REPORT AND DECISION OF September 15,1998 Page 4 of 8 C. Mitigation Measures No mitigation measures are recommended. 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. Surface Water/Waste water 1. A System Development Charge of $1,342.12 for surface water will be required for the new impervious area. Fire 2. Maintain current fire lane and provide Fire Department turning radius of 45 feet on outside and 25 feet on inside. PART THREE: ADMINISTRATIVE LAND USE ACTION - REPORT & DECISION This decision on the administrative land use action is made concurrently with the environmental determination. A. Type of Land Use Action XX Administrative 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: Drawing No. 1, Site Plan (Received June 29, 1998). Exhibit No. 3: Drawing No. 2, Grading and Paving Plan (Received June 29, 1998). C. Consistency with Site Plan Criteria In reviewing the proposal with respect to the Site Plan Approval Criteria set forth in Section 4-31- 33(D) of the Site Plan Ordinance, the following issues have been identified by City Departmental Reviewers and Divisional Reviewers: SITEERC.DOC City of Renton PB/PW Department Administrative Site Plan Approval&E 7mental Review Committee Staff Report ELAND PARKING LOT EXPANSION LUA-98-106,SA-A,ECF REPORT AND DECISION OF September 15, 1998 Page 5 of 8 GENERAL CRITERIA: a. Conformance with the comprehensive plan, its elements and policies; The site is designated Employment Area - Valley (EAV) on the Comprehensive Plan Map. The EAV designation is intended to provide for a mixture of commercial, office and industrial uses. The proposed parking lot expansion is consistent with this designation. The proposal is consistent with the following general Employment Area policy: Policy LU-144. The City should endeavor to keep its present economic base, including the heavy industrial development, light and medium industrial users, supporting commercial and office land uses. b. Conformance with existing land use regulations; The subject property is located in the Medium Industrial (IM) Zone. Development in the IM Zone is required to have a 10 foot setback from the street property line. The IM Zone also requires a minimum landscape width of 20 feet. The proposal includes a 20 foot landscaped setback from the property boundary as well as a 8 foot wide landscape island in the new parking area. The proposal is consistent with the IM Zone development regulations. The subject site currently has a substandard amount of parking. The parking code requires a minimum of 3 to a maximum of 4.5 parking spaces per 1,000 square feet of office floor area as well as 1 space per 1,500 square feet of industrial floor area. With approximately 16,836 square feet of office floor area and 201,714 square feet of warehouse floor area, the site is required to provide 184 parking spaces per code. There are 131 spaces currently provided on-site. An additional 20 spaces are also used off-site on the adjacent property owned by the Jefferson Smurfit Corporation. The proposal will create 42 additional parking spaces for the facility in the off-site area, creating a total of 173 spaces for the site. With this proposal the applicant has recorded an easement to allow the ingress, egress, and parking uses on the adjacent property. Subsequently, a lot line adjustment will be completed to transfer ownership of the off-site area to the Eland Building Partnership. Although the site will be 11 spaces short of the required minimum, the proposal will bring existing site conditions closer to compliance with the code. c. Mitigation of impacts to surrounding properties and uses; The proposal will not adversely impact surrounding properties and uses. The proposed parking lot expansion is located on a fully developed site and will not change the existing use of the site. d. Mitigation of impacts of the proposed site plan to the site; The proposal is not expected to adversely impact the site. There are no significant natural features which would be impacted by the development. The subject site is located east of the Green River (approximately 500 feet) and will not impact the river. Construction activities related to the proposed development will be required to utilize best management practices which would reduce potential construction impacts on the site. e. Conservation of area-wide property values; The proposed parking lot will make the existing use on the site more efficient and will therefore contribute to the conservation of property values in the vicinity. f. Safety and efficiency of vehicle and pedestrian circulation; The ingress and egress to the site will not change. The proposed parking lot includes adequate aisle widths and back out distances as required by code. SITEERC.DOC City of Renton PB/PW Department Administrative Site Plan Approval&Environmental Review Committee Staff Report ELAND PARKING LOT EXPANSION LUA-98-106,SA A,ECF REPORT AND DECISION OF September 15,1998 Page 6 of 8 g. Provision of adequate light and air; The proposal does not include any proposed lighting for the parking area. Additional security lighting should be installed to provide extra security to those using the new as well as the existing parking areas and will also assist in deterring car thefts and prowls. Per Police Department review comments, staff is recommending as a condition of approval that additional lighting be provided in the proposed parking area. h. Mitigation of noise, odors and other harmful or unhealthy conditions; The proposal is not expected to create any harmful or unhealthy conditions. Noise, dust, and odors which may result from the construction of the parking lot will be mitigated by the construction mitigation plan and the temporary erosion control plan. i. Availability of public services and facilities to accommodate the proposed use; and The project site is adequately served by utilities and roads. j. Prevention of neighborhood deterioration and blight. No deterioration or blight is expected to occur as a result of the proposal. X Copies of all Review Comments are contained in the Official File. Copies of all Review Comments are attached to this report. D. Findings, Conclusions & Decision Having reviewed the written record in the matter, the City now enters the following: 1) Request: The Applicant has requested Environmental Review and Site Plan Approval for the expansion of an existing parking lot at the Sid Eland Distribution Facility. 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 site plan review. The applicant's site plan is entered as Exhibit No. 2. 4) Comprehensive Plan: The subject proposal is consistent with the Comprehensive Plan designation of Employment Area - Valley. 5) Zoning: The site plan as presented, complies with the zoning requirements and development standards of the Medium Industrial Zoning designation. 6) Existing Land Use: Land uses surrounding the subject site include: North: undeveloped property designated Resource Conservation on the north side of Monster Road; East: developed, industrial warehouse, Metro treatment plant; South: developed, industrial zoned property and West: Green River, industrial developed property. SITFFRC DOC City of Renton PB/PW Department Administrative Site Plan Approval&E...._.mental Review Committee Staff Report ELAND PARKING LOT EXPANSION L UA-98-106,SA-A,ECF REPORT AND DECISION OF September 15,1998 Page 7 of 8 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 Employment Area - Valley; and the Zoning designation of Medium Industrial. F. Decision The Site Plan for the Eland Parking Lot Expansion, File No. LUA-98-106, SA-A, ECF, is approved subject to the following conditions. CONDITIONS: 1. The applicant shall revise the site plan to include security lighting in the proposed parking area. The revised site plan shall be subject to the review and approval of the Development Services Division prior to the issuance of building permits. 2. The applicant/owner shall record an easement to run with the property that allows the use of the adjacent property for the use of ingress, egress, and parking by the Sid Eland Distribution Facility. The easement shall be recorded prior to the issuance of building permits. The recorded easement also shall include a clause which automatically dissolves the easement once a lot line adjustment is recorded. EFFECTIVE DATE OF DECISION ON LAND USE ACTION: SIGNATURES: ames C. Hanson, Zoning Administrator data TRANSMITTED this 21st day of September, 1998 to the applicant and owner: Eland Building Partnership 555 Monster Road SW Renton,WA 98055 Jefferson Smurfit Corporation 601 Monster Road SW Renton,WA 98055 Jack R.Bennett, Inc. 927 N.Northlake Way Suite 100 Seattle,WA 98103 TRANSMITTED this 21st day of September, 1998 to the following: Larry Meckling, Building Official C.Duffy,Fire Prevention Neil Watts,Public Works Division Lawrence J.Warren,City Attorney South County Journal SITEERC.DOC Alt City of Renton P/B/PW Department Administrative Site Plan Approval&Er mental Review Committee Staff Report ELAND PARKING LOT EXPANSION LUA-98-106,SA A,ECF REPORT AND DECISION OF September 15,1998 Page 8 of 8 Environmental Determination and Land Use Decision Appeal Process Appeals of either the environmental determination [RCW 43.21.0075(3),WAC 197-11-680] and/or the land use decision must be filed in writing on or before 5:00 PM October 5, 1998. If no appeals are filed by this date, both actions will become final. Appeals must be filed in writing together with the required $75.00 application fee with: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98055. Appeals to the Examiner are governed by City of Renton Municipal Code Section 4-8-11 B. Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office, (425)-430-6510. SITEERC.DOC • CITY OF RENTON 111,111:1111,111111. CURRENT PLANNING DIVISION • AFFIDAVIT OF SERVICE BY MAILING On the V-1) day of Sxp1eWtberlr- , 1998, I deposited in the mails of the United States, a sealed envelope containing Mc- de emn no.*'n documents. This information was sent to: Name Representing Department of Ecology Don Hurter WSDOT KC Wastewater Treatment Division Larry Fisher Washington Department of Fisheries David F. Dietzman Department of Natural Resources Shirley Lukhang Seattle Public Utilities Duwamish Indian Tribe Rod Malcom Muckleshoot Indian Tribe Joe Jainga Puget Sound Energy (Signature of Sender) Sardv0.K. STATE OF WASHINGTON ) ) SS COUNTY OF KING I certify that I know or have satisfactory evidence that �c\1k- , $ .�e ``� , 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: /0 ' S- 7u,c Notary Publicy and for the State of Washington Notary (Print)MARILYN KAMCHEFF My appointmerlt�Xpt� tON EXPIRCD C/20/33 Project Name: • Ela 4 liarkAttl LEV €3.panston Project Number: LUPt q0• %piO, SW —1°► , NOTARY.DOC -; CITY OF RENTON 1•1rl 3 Planning/Building/Public Works Department Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator September 17, 1998 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 for the following project reviewed by the Environmental Review Committee (ERC) on September 15, 1998: DETERMINATION OF NON-SIGNIFICANCE ELAND PARKING LOT EXPANSION LUA-98-106,SA-A,ECF The applicant seeks Administrative Site Plan approval and Environmental Review for the expansion of an existing parking lot. Currently, the property has 131 on-site parking spaces, plus 20 off-site spaces. The applicant proposes to expand the off-site parking area from 20 to 42 spaces, for a total of 173 parking spaces provided for the site. Location: 555 Monster Road Southwest. II Appeals of either the environmental determination [RCW 43.21.0075(3),WAC 197-11-680] and/or the land use decision must be filed in writing on or before 5:00 PM October 5, 1998. If no appeals are filed by this date, both actions will become final. Appeals must be filed in writing together with the required $75.00 application fee with: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98055. Appeals to the Examiner are governed by City of Renton Municipal Code Section 4-8-11 B. Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office, (425)-430-6510. If you have questions, please call me at (425) 430-7270. For the Environmental Review Committee, 7:7?-732)' Lesley Nishihira Project Manager cc: King County Wastewater Treatment Division Larry Fisher, Department of Fisheries David F. Dietzman, Department of Natural Resources Don Hurter, Department of Transportation Shirley Lukhang, Seattle Public Utilities • Duwamish Tribal Office Rod Malcom, Fisheries, Muckleshoot Indian Tribe (Ordinance) Joe Jainga, Puget Sound Energy • • ActvcYLixuuo 200 Mill Avenue South - Renton, Washington 98055 r ter: CITN __IF RENTON -U. Planning/Building/Public Works Department 4.Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator September 17, 1998 Mr. Scott Sherrow, P.E. W& H Pacific, Inc. PO Box C-97304 Bellevue, WA 98009-9304 SUBJECT: Eland Parking Lot Expansion Project No. LUA-98-106,SA-A,ECF Dear Mr. Sherrow: This letter is written on behalf of the Environmental Review Committee (ERC) and is to inform you that they have completed their review of the environmental impacts of the above-referenced project. The Committee, on September 15, 1998, decided that your project will be issued a Determination of Non-Significance. The City of Renton ERC 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 43.21C.030(2)(c). This decision was made by the ERC under the authority of Section 4-6-6, Renton Municipal Code, after review of a completed environmental checklist and other information, on file with the lead agency. This information is available to the public on request. Appeals of either the environmental determination [RCW 43.21.0075(3), WAC 197-11-680] and/or the land use decision must be filed in writing on or before 5:00 PM October 5, 1998. If no appeals are filed by this date, both actions will become final. Appeals must be filed in writing together with the required $75.00 application fee with: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98055. Appeals to the Examiner are governed by City of Renton Municipal Code Section 4-8-11B. Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office, (425)-430-6510. If you have any questions or desire clarification of the above, please call me at (425) 430-7270. For the Environmental Review Committee, Lesley Nishi ira Project Manager cc: Eland Building Partnership/Owners Mr. Jack Bennett, Inc./Applicant DNSLTR.DOC 200 Mill Avenue South - Renton, Washington 98055 Thic nanar rnntainc RCM,rPrurinri material 9n/rinct rn cr lmnr CITY OF RENTON DETERMINATION OF NON-SIGNIFICANCE ADVISORY NOTES AND CONDITIONS APPLICATION NUMBER: LUA-98-106,SA-A,ECF APPLICANT: Jack R. Bennett, Inc. PROJECT NAME: Eland Parking Lot Expansion DESCRIPTION OF PROPOSAL: The applicant seeks Administrative Site Plan approval and Environmental Review for the expansion of an existing parking lot. Currently, the property has 131 on- site parking spaces, plus 20 off-site spaces. The applicant proposes to expand the off-site parking area from 20 to 42 spaces, for a total of 173 parking spaces provided for the site. LOCATION OF PROPOSAL: 555 Monster Road Southwest 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. Surface Water/Waste water 1. A System Development Charge of$1,342.12 for surface water will be required for the new impervious area. Fire 2. Maintain current fire lane and provide Fire Department turning radius of 45 feet on outside and 25 feet on inside. The Site Plan for the Eland Parking Lot Expansion, File No. LUA-98-106, SA-A, ECF, is approved subject to the following conditions. CONDITIONS: 1. The applicant shall revise the site plan to include security lighting in the proposed parking area. The revised site plan shall be subject to the review and approval of the Development Services Division prior to the issuance of building permits. 2. The applicant/owner shall record an easement to run with the property that allows the use of the adjacent property for the use of ingress, egress, and parking by the Sid Eland Distribution Facility. The easement shall be recorded prior to the issuance of building permits. The recorded easement also shall include a clause which automatically dissolves the easement once a lot line adjustment is recorded. AFFIDAVIT OF PUBLICATION Charlotte Ann Kassens first duly sworn on oath states that he/she is the Legal Clerk of the SOUTH COUNTY JOURNAL 600 S. Washington Avenue, Kent, Washington 98032 NOTICE OF ENVIRONMENTAL DETERMINATION a daily newspaper published seven (7)times a week. Said newspaper is a legal ENVIRONMENTAL REVIEW COMMITTEE newspaper of general publication and is now and has been for more than six months RENTON,WASHINGTON prior to the date of publication, referred to, printed and published in the English language Thehas Environmentalsued a Review Committeeof(ERC) issued Determination of Non- continually as a daily newspaper in Kent, King County, Washington. The South County Significance for the following project under Journal has been approved as a legal newspaper by order of the Superior Court of the the authority of the Renton Municipal Code. State of Washington for King County. ELAND PARKING LOT EXPANSION The notice in the exact form attached, was published in the South County LUA-98-106,SA-A,ECF Journal (and not in supplemental form)which was regularly distributed to the subscribers The applicant seeks administrative site plan approval and environmental review for during the below stated period. The annexed notice, a expansion of an existing parking lot. Location:555 Monster Rd.SW. Appeals of either the environmental Eland Parking Lot Expansion determination [RCW 43.21.0075(3), WAC 197-11-680] and/or the land use decision must be filed in writing on or before 5:00 as published on: 9/21/98 PM October 5, 1998. If no appeals are filed by this date, both actions will become The full amount of the fee charged for said foregoing publication is the sum of$41.14 final. Appeals must be filed in writing together with the required$75.00 applica- Legal Number 5185 tion fee with: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98055. Appeals to the Examiner are �/// governed by City of Renton Municipal Code Section 4-8-11B. Additional informa- tion regarding the appeal process may be Legal Clerk, South County Journ obtained from the Renton City Clerk's Office,(425) the 10. So __ c,.t'LL Published in the South County Journal Subscribed and sworn before me on this " day of, q .l — , 19 September 21, 1998.5185 f \\\\111111////, ,.. ..,..,...„,4,,.. ' k C .-,--A tut___,_Thc_ -.7&,,,f, .. (. ..... ,..._......... ,<.„. .,,,, ,� :%� �� . %.; Notary Public of the State of Washington `' °� residing in Renton King County, Washington :J e j O .› NOTICE OF ENVIRONMENTAL DETERMINATION ENVIRONMENTAL REVIEW COMMITTEE RENTON, WASHINGTON The Environmental Review Committee (ERC) has issued a Determination of Non-Significance for the following project under the authority of the Renton Municipal Code. ELAND PARKING LOT EXPANSION LUA-98-1 06,SA-A,ECF The applicant seeks administrative site plan approval and environmental review for expansion of an existing parking lot. Location: 555 Monster Rd. SW. Appeals of either the environmental determination [RCW 43.21.0075(3), WAC 197-11-680] and/or the land use decision must be filed in writing on or before 5:00 PM October 5, 1998. If no appeals are filed by this date, both actions will become final. Appeals must be filed in writing together with the required $75.00 application fee with: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98055. Appeals to the Examiner are governed by City of Renton Municipal Code Section 4-8-11 B. Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office, (425)-430-6510. Publication Date: September 21, 1998 Account No. 51067 dnspub CITY OF RENTON DETERMINATION OF NON-SIGNIFICANCE APPLICATION NUMBER: LUA-98-106,SA-A,ECF APPLICANT: Jack R. Bennett, Inc. PROJECT NAME: Eland Parking Lot Expansion DESCRIPTION OF PROPOSAL: The applicant seeks Administrative Site Plan approval and Environmental Review for the expansion of an existing parking lot. Currently, the property has 131 on-site parking spaces, plus 20 off- site spaces. The applicant proposes to expand the off-site parking area from 20 to 42 spaces, for a total of 173 parking spaces provided for the site. LOCATION OF PROPOSAL: 555 Monster Road Southwest LEAD AGENCY: City of Renton Department of Planning/Building/Public Works Development Planning Section This Determination of Non-Significance is issued under WAC 197-11-340. Because other agencies of jurisdiction may be involved, the lead agency will not act on this proposal for fifteen (15) days. Appeals of either the environmental determination [RCW 43.21.0075(3), WAC 197-11-680] and/or the land use decision must be filed in writing on or before 5:00 PM October 5, 1998. If no appeals are filed by this date, both actions will become final. Appeals must be filed in writing together with the required $75.00 application fee with: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98055. Appeals to the Examiner are governed by City of Renton Municipal Code Section 4-8-11 B. Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office, (425)-430-6510. PUBLICATION DATE: September 21, 1998 DATE OF DECISION: September 15, 1998 SIGNATURES: !l'�'9'tlr 1/�-fi "1- fe l /'�c- / i C/ tY regg Zimmerman, A ministrator DATE Department of Planning/Building/Public Works c. `\ - I 4.,J co(7,k i Shepherd, Ad Inlstrator DATE mmunity Services Department - _.� .� te r'-/,.„_ Lee eeler, ire hief DATE Renton Fire Department DNSSIG.DOC CITY OF RENTON DETERMINATION OF NON-SIGNIFICANCE ADVISORY NOTES AND CONDITIONS APPLICATION NUMBER: LUA-98-106,SA-A,ECF APPLICANT: Jack R. Bennett, Inc. PROJECT NAME: Eland Parking Lot Expansion DESCRIPTION OF PROPOSAL: The applicant seeks Administrative Site Plan approval and Environmental Review for the expansion of an existing parking lot. Currently, the property has 131 on- site parking spaces, plus 20 off-site spaces. The applicant proposes to expand the off-site parking area from 20 to 42 spaces, for a total of 173 parking spaces provided for the site. LOCATION OF PROPOSAL: 555 Monster Road Southwest 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. Surface Water/Waste water 1. A System Development Charge of$1,342.12 for surface water will be required for the new impervious area. Fire 2. Maintain current fire lane and provide Fire Department turning radius of 45 feet on outside and 25 feet on inside. The Site Plan for the Eland Parking Lot Expansion, File No. LUA-98-106, SA-A, ECF, is approved subject to the following conditions. CONDITIONS: 1. The applicant shall revise the site plan to include security lighting in the proposed parking area. The revised site plan shall be subject to the review and approval of the Development Services Division prior to the issuance of building permits. 2. The applicant/owner shall record an easement to run with the property that allows the use of the adjacent property for the use of ingress, egress, and parking by the Sid Eland Distribution Facility. The easement shall be recorded prior to the issuance of building permits. The recorded easement also shall include a clause which automatically dissolves the easement once a lot line adjustment is recorded. • NOTIOe ENVIRONMENTAL DETERMINATION POSTED TO NOTIFY INTERESTED PERSONS OF AN ENVIRONMENTAL ACTION PROJECT NAME: ELAND PARKING LOT EXPANSION PROJECT NUMBER: LUA-98-106,SA-A,ECF' The applicant seeks Administrative Site Plan approval end Environmental Review for the expansion of an existing parking lot. Currently,the properly has 131 on-site parking spaces.plus 20 off-site spaces. The applicant proposes to expand the off-site parking area from 20 to 42 spaces,fora total of 173 parking spaces provided for the site.Location:555 Monster Road Southwest. THE CITY OF RENTON ENVIRONMENTAL REVIEW COMMITTEE(ERC) HAS DETERMINED THAT THE PROPOSED ACTION DOES NOT HAVE A SIGNIFICANT ADVERSE IMPACT ON THE ENVIRONMENT. Appeals of either the environmental determination[RCW 43.21.0075(3),WAC 197-11.680]and/or the land use decision must be filed in writing on or before 5:00 PM October 5,1998. If no appeals are filed by this date,both actions will become final.Appeals must be filed in writing together with the required$75.00 I application fee with: Hearing Examiner,City of Renton, 1055 South Grady Way, Renton, WA 98055. Appeals to the Examiner are governed by City of Renton Municipal Code Section 4-8-11B. Additional i information regarding the appeal process may be obtained from the Renton City Clerk's Office,(425)-430- 6510. li L , •s p ‘• '%-> ,...., 1,,,,,,..ar: — .4-7 1--,— ' I ,-,_„:,,,.,-ig . TIT , ••;\(41im... ,.. : _. tall....,i •,,IN •4 • t .v..—V ' \ . —i\\VI••• . . .O %' rr 4"1 " yt •1t r• 1 • 3 \. �� ,, p FIT III 1 , of . � der r 7�'+°r' �` °= `� 1 _ , z if '+nn •sy e. tea: o,4 e - i- 1 . „�/' . _� I ±Ln- FOR FURTHER INFORMATION,PLEASE CONTACT THE CITY OF RENTON,DEVELOPMENT SERVICES DIVISION AT(425)430-7200. DO NOT REMOVE THIS NOTICE WITHOUT PROPER AUTHORIZATION ` Please Include the project NUMBER when calling for proper file identification. 1 CERTIFICATION • Z, �Y1G1V, mini/1 I. , hereby certify that 3 copies of the above document were posted by me in 3 conspicuous places on or nearby the described property on SCpt. le , 161°0 • Signed: e 'VVVVwvt► 1 ATTEST: Subcribed and sworn before me, a Nortary Public,in and for the State of • Washington residing in Rc��j, zs�, , on the �- day of ec / � • ------22-y,,4_ 7td..4.43—e-Atif MARILYN KAMCHEFF COMMISSION EXPIRES G/29/99 City of Renton Department of Planning/Building/Public Works ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: 4OWI LC_ fziptyj, OMMENTS DUE: AUGUST 24, 1998 APPLICATION NO: LUA-98-106,SA-A,ECF DATE CIRCULATED: AUGUST 10, 1998 APPLICANT: Jack R. Bennett, Inc. PROJECT MANAGER: Lesley Nishihira PROJECT TITLE: Eland Parking Lot Expansion _ WORK ORDER NO: 78405 LOCATION: 555 Monster Road SW SITE AREA: 495,691 sq.ft. BUILDING AREA(gross): 210,577 sq.ft. SUMMARY OF PROPOSAL: The applicant seeks site plan approval and environmental review for the expansion of an existing parking lot(from 131 to 173 spaces). A modification from the required number of parking spaces is also requested. 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 I B. POLICY-RELATED COMMENTS ,\.v eO,I c-Y isoe--,,, C4D_____ tl C. CODE-RELATED COMMENTS I. 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 ad "tiorat-info on is needed to properly assess this proposal. , - '-144 V)//9 Signature of. . • A horized Representative Date DEVAPP.DOC Rei 10/97 City of Renton Department of Planning/Building/Public Works ENVIRONMENTAL 8 DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: Pis COMMENTS DUE: AUGUST 24, 1998 APPLICATION NO: LUA-98-106,SA-A,ECF DATE CIRCULATED: AUGUST 10, 1998 APPLICANT: Jack R. Bennett, Inc. PROJECT MANAGER: Lesley Nishihira PROJECT TITLE: Eland Parking Lot Expansion WORK ORDER NO: 78405 LOCATION: 555 Monster Road SW SITE AREA: 495,691 sq.ft. I BUILDING AREA(gross 210,577 sq.ft. SUMMARY OF PROPOSAL: The applicant seeks site plan approval and environmental review for the expansion of an existing parking lot(from 131 to 173 spaces). A modification from the required number of parking spaces is also requested. 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 (71- 1 A) ,. /2.( 2,e9 czz_i2 f2-66-( 7t /C'd B. POLICY-RELATED COMMENTS 76 ig 1( f6. __ ---177/1-4/( a/ZIC C. CODE-RELATED COMMENTS vin ig1(., 4z_ 111 We have reviewed this application with particul ttention to those areas in which we have expertise and have identified areas of probable impact or areas where ad ''onal information is7needed to pro assess this prroolpossaal..,A k s/f7//5Y---' Signature of Director or Authorized Representative Date DEVAPP.DOC Re, 105-: City of Renton Department of Planning/Building/Public Works ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT:S1.>4bc>�I 1. asiltizt&r COMMENTS DUE: AUGUST 24, 1998 APPLICATION NO: LUA-98-106,SA-A,ECF DATE CIRCULATED: AUGUST 10, 1998 APPLICANT: Jack R. Bennett, Inc. PROJECT MANAGER: Lesley Nr+�ishihira PROJECT TITLE: Eland Parking Lot Expansion WORK ORDER NO: 78405 OF ?EPVTON LOCATION: 555 Monster Road SW • SITE AREA: 495,691 sq.ft. BUILDING AREA(dross): 210,577 sq.ft. SUMMARY OF PROPOSAL: The applicant seeks site plan approval and environmental r ,Oo fo4 the.eupcision of an existing parking lot(from 131 to 173 spaces). A modification from the required number of parking spaces is also requested. 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 B. POLICY-RELATED COMMENTS Sto✓m rt c Lat s tic lam a hcu�ION 1 r� or7 ��Al�ut ��p�✓ w� sHti�,, T P PP (.t J pvc pcM 4( pAA C sIi S tci'tda✓d/J t4td dri Loth t� aJJ✓tSSCs tkt P✓?Posa I. D- tckitIb11 C4444 wait✓ quuli1-i� ✓elkileI'tf j ante SaiiSiiiti by e�xfs�IKc� ►tM�✓vwttif. V0 adtilto. ptC1CN1toN waif/f✓ gHall 1l 14Libtril plt,e ✓CGNI✓�(� C. CODE-RELATED COMMENTS (Isle wx Bevt10 Pwit h Chit' i -Po SNvf4tt WaZii cor.� he ✓efyiret/ -'1J ptVvi OLJ Wt / 0 ( ►o,4°4 s/.ff ) C ° 'Zq�y.f�. l = C 1342. 1 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 Director or Authorized Representative Date DEVAPP.DOC Re 1015 City of Renton Department of Planning/Building/Public Works ENVIRON ENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: Pay COMMENTS DUE: AUGUST 24, 1998 APPLICATION NO: LUA-98-106,SA-A,ECF DATE CIRCULATED: AUGUST 10, 1998 APPLICANT: Jack R. Bennett, Inc. PROJECT MANAGER: Lesley Nishihira PROJECT TITLE: Eland Parking Lot Expansion WORK ORDER NO: 78405 LOCATION: 555 Monster Road SW SITE AREA: 495,691 sq.ft. I BUILDING AREA(gross): 210,577 sq.ft. SUMMARY OF PROPOSAL: The applicant seeks site plan approval and environmental review for the expansion of an existing parking lot(from 131 to 173 spaces). A modification from the required number of parking spaces is also requested. 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 ��mai OCt ern )Aa c-e� rllcid) B. POLICY-RELATED COMMENTS Q/v29, Qdd �iz�2aJ ec ' As712/Led en Me_ 'Mu) /12)1,6/4 a/ 772/4 2.e.li 7/ jou ,,,eleaut, )46 et -/ a/zid ad/61'd 2/' de 7-/-j1- C61A /112'e 4(1 C. CODE-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 asse is proposal. c — �' Signatu{ of Director or Authorized'Representative Date DEVAPP.DOC Re./ 10/5 Cif) Benton Department of Planning/Building/Public Works ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT1-,,. _ coach 0y' COMMENTS DUE: AUGUST 24, 1998 APPLICATION NO: LUA-98-106,SA-A,ECF DATE CIRCULATED: AUGUST 10, 1998`-' APPLICANT: Jack R. Bennett, Inc. PROJECT MANAGER: Lesley Nishihira PROJECT TITLE: Eland Parking Lot Expansion WORK ORDER NO: 78405 / LOCATION: 555 Monster Road SW SITE AREA: 495,691 sq.ft. l BUILDING AREA(gross): 210,577 sq.ft.�1 ~ "r►'w,��'y SUMMARY OF PROPOSAL: The applicant seeks site plan approval and environmental review for the expansion of an existing parking lot(from 131 to 173 spaces). A modification from the required number of parking spaces is also requested. 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 B. POLICY-RELATED COMMENTS �o ad&titiovi cjcvtcvutioh assocM'tet.J c4i?'" 10644401 1)6 P 14 `1 / tie) 1vc. 44111y0f�ti C. CODE-RELATED COMMENTS 1Ja cowtwtewi. 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. l�l (""V71) 13 /1 Signature of Director or Authorized Representative Date DEVAPP.DOC Re, 1CU5: City of Renton Department of Planning/Building/Public Works ENVIRONMENTAL 8 DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT:avz-rmainA Slice& COMMENTS DUE: AUGUST 24, 1998 APPLICATION NO: LUA-98-106,SA-A,ECF DATE CIRCULATED: AUGUST 10, 1998 APPLICANT: Jack R. Bennett, Inc. PROJECT MANAGER: Lesley Nishihira CITY Or n7 ry FON PROJECT TITLE: Eland Parking Lot Expansion , WORK ORDER NO: 78405 LOCATION: 555 Monster Road SW AUG I I 7998 SITE AREA: 495,691 sq.ft. I BUILDING AREA(gross): 210,57Lsq.ft. nn'' SUMMARY OF PROPOSAL: The applicant seeks site plan approval and environmental review for the t33exxpansion�P 4tigN parking lot(from 131 to 173 spaces). A modification from the required number of parking spaces is also requested. 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 B. POLICY-RELATED COMMENTS A/7_)/W C. CODE-RELATED COMMENTS Napic 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 add.' nal information is needed to pr arty assess this proposal. r'� 1 Signature of it hor'¢e Representative Dat DEVAPP.DOC -ei 10rda City of Renton Department of Planning/Building/Public Works ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: Review..WO*, YCOMMENTS DUE: AUGUST 24, 1998 APPLICATION NO: LUA-98-106,SA-A,ECF DATE CIRCULATED: AUGUST 10, 1998 APPLICANT: Jack R. Bennett, Inc. PROJECT MANAGER: Lesley Nishihira PROJECT TITLE: Eland Parking Lot Expansion WORK ORDER NO: 78405 LOCATION: 555 Monster Road SW SITE AREA: 495,691 sq.ft. I BUILDING AREA(gross): 210,577 SUMMARY OF PROPOSAL: The applicant seeks site plan approval and environmental review for the expansioan ei ting parking lot(from 131 to 173 spaces). A modification from the required number of parking spaces is also request v• 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 B. POLICY-RELATED COMMENTS C. CODE-RELATED COMMENTS �Uv G0w mt°d, 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. AU qicEY4 9/3 A Signature of Director or Authorized Representative Date DEVAPP.DOC Rev.10/93 1 it '7T-hire-I1" City of Renton Department of Planning/Building/Public Works ENVIRONMENTAL 8 DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: v1.e r ue4„4.14.1,\ COMMENTS DUE: AUGUST 24, 1998 APPLICATION NO: LUA-98-106,SA-A,ECF DATE CIRCULATED: AUGUST 10, 1998 V APPLICANT: Jack R. Bennett, Inc. PROJECT MANAGER: Lesley Nishihira PROJECT TITLE: Eland Parking Lot Expansion WORK ORDER NO: 78405 LOCATION: 555 Monster Road SW SITE AREA: 495,691 sq.ft. I BUILDING AREAlgross): 210,577 sq.ft. SUMMARY OF PROPOSAL: The applicant seeks site plan approval and environmental review for the expansion of an existing parking lot (from 131 to 173 spaces). A modification from the required number of parking spaces is also requested. 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 1 ' t i i.,'/f B. POLICY-RELATED COMMENTS I hi C. CODE-RELATED COMMENTS &2- d��a-61 aNiiiyi44 1 1 • 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 additio al information is eded to property assess this proposal. c� aw1,6,2 gA-7/. Signature Director or Authorized epresentative Date DEVAPP.DOt Rev.10/9 . . TY .4� O 0U � . CITY OF RENTON FIRE PREVENTION BUREAU MEMORANDUM DATE: August 12, 1998 TO: Lesley Nishihira, Planner FROM: Jim Gray, Assistant Fire Marshal SUBJECT: Sid Eland Parking lot, 555 Monster Rd SW Fire Department Comments: i 1. Maintain current fire lane and provide Fire Department turning radius of 45ft. outside and 25 ft. inside radius. Feel free to contact me if you have any questions. l I CITY OF RENTON DEVELOPMENT SERVICES DIVISION LIST OF SURROUNDING PROPERTY OWNERS within 300 feet of the subject site .. ... PROJECT NAME: Sid Eland Distribution Facilities APPLICATION NO: LUA cle .1044 -A ELip 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 See attached list (2 ngs) • L'. ' •ti • C7A- 1V7 • •'J (Attach additional sheets, if necessary)4AM (Continued) NAME ADDRESS ASSESSOR'S PARCEL NUMBER Applicant Certification I, Scott Sherrow , hereby certify that the above list(s) of adjacent property (Print Name) owners and their addresses were obtained from: ❑ City of Renton Technical Services Records, ❑ Title Company Records ® King County Assessors Records Signed —' �2 C Date Z �= , %` (Applicant) NOTARY ATTESTED: Subscribed and sworn before me, a Notary Public, in and for the State of Washington, residing at Kirk/c�nd on the /g day of TUne., , 19 Q$ . Signed . �/.1Jrz (Notary Public) *}+*For City of Renton Use****' CERTIFICATION OF MAILING , hereby certify that notices of the proposed application were mailed to (City Employee each listed property owner on a Sigr,co w+c)+'' Date: � } NOTARY IA TITS ( 3 scribed and sworn before me, a Notary Public, in and for the State of Washington I resir+Hg'8 ' t9 on the day of - , 1 9_ Signed . - t . :: il lisiV07/95 ILYN KAMCHEFF REV 07/ COMMISSION EXPIRES 6/29/99 2 • ' 32304-9009-06 BNSF RAILROAD 811354 PROPERTY TAX DEPARTMENT 1700 E GOLF RD SCHAUMBERG IL 60173 132304-9078-02 CITY OF RENTON 285632 PROP MGMT PLAN BLDG PUB WORK 200 MILL AVE RENTON WA 98055 132304-9080-08 KING COUNTY 240860 500 KC ADMIN BLDG SEATTLE WA 98104 142304-9042-04 0 W R R C NAV CO 579800 C/O UNION PACIFIC RR CORP PO BOX 2500 BROOMFIELD CO 80020 232304-9001-02 KING COUNTY 790202 500 K C ADMIN BLDG SEATTLE WA 98104 232304-9005-08 BURLINGTON NORTHRN SANTA FE715175 TAX DEPT 1700 E GOLF RD V400 SCHAUMBURG IL 60173 242304-9008-04 JEFFERSON SMURFIT CORP 600573 PO BOX 479 I1 RENTON WA 98C57 242304-9044-00 BURLINGTON NORTHRN SANTA FE715175 TAX DEPT 1700 E GOLF RD V400 SCHAUMBURG IL 60173 242304-9078-09 KING COUNTY 701724 [. DEPT OF NATURAL RESOURCES 506 2ND AVE V708 M/S 7ST SEATTLE WA 98104 242304-9081-04111 KING COUNTY 701724 DEPT OF NATURAL RESOURCES 11 506 2ND AVE V708 M/S 7ST • SEATTLE WA 98104 242304-9121-06 BLUME/GARRISON PARTNERSHIP 261666 2825 EASTLAKE AVE E V310 SEATTLE WA 98102 • 242304-9122-05 '� SEATTLE AREA PLUMBING C PIP660753 595 MONSTER RD SW RENTON WA 98055 242304-9123-04 BLUME GARRISON PARTNERSHIP 261666 2825 EASTLAKE AVE E 0310 SEATTLE WA 98102 t 377920-0090-00 , y RENTON CITY OF 775217 200 MILL AVE S RENTON WA 98C55 377920-0119-07 CITY OF RENTON 279700 200 MILL AVE SOUTH RENTON WA 98C55 377920-0150-07 ANMARCO 859999 9125 10TH S SEATTLE WA 98108 . 722950-0310-04 STATE OF WASHINGTON 667777 722950-0320-02 ANMARCO 859999 9125 10TH S SEATTLE WA 98108 r 722950-0340-08 0 .W R R C NAV CO 201303 % UNION PACIFIC RR CORP PO BOX 2500 BROOMFIELD CO 80020 • f ,vy 0 1101 4110 NOTICE OF APPLICATION Comments on the above application must be submitted in writing to Lesley Nishihira,Project Manager,Development Services about this proposaion,l,or wish to be 5 South made a party of record and y Way,Renton,WA receive additional 5,by 5:00 notification by mall,M on August 24,1998. lf you have questions contact Ms.Nishihira AND PROPOSED DETERMINATION OF NON— al(425)430-7270. Anyone who submits written comments will automaticallybecome a party of record and will be SIGNIFICANCE notified of any decision on this project. CONTACT PERSON: LESLEY NISHIHIRA (425)430-7270 DATE: August 11,1998 PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION LAND USE NUMBER: LUA-98-106,SA-A,ECF APPLICATION NAME: ELAND PARKING LOT EXPANSION ' PROJECT DESCRIPTION: The applicant seeks administrative site plan approval and environmental review for the expansion o1 an existing parking lot. The site currently has 131 on-site parking spaces,plus 20 off-site spaces. The applicant is proposing to expand the off-site parking area from 20 to 42 spaces,for a total o1 173 parking spaces for the site.An ingress/egress/parking easement will be recorded to allow for the use of the adjacent property for the off-site parking area. The applicant Is also requesting a modification from the minimum number of required paring spaces (184). PROJECT LOCATION: 555 Monster Road SW OPTIONAL DETERMINATION OF NON-SIGNIFICANCE(DNS):As the Lead Agency,the City of Renton has determined That significant environmental impacts are unlikely to result from the proposed project.Therefore,as 'i. a�1 'tb •�qt• permitted under the RCW 40.21C.110,the City of Renton is using me Optional DNS process to give notice that a DNS is & „ ( . �8, r- :,! • .\ likely to be issued.Comment periods for the project and the proposed DNS are Integrated Into a single comment period. y `1 �1^f There will be no comment period following the issuance of me Threshold Determination of Non-Significance(DNS).A 14 4•LV, fst;-:r-. — a day appeal period will follow the Issuance of the DNS. ''tji��1j piny 't\•• \ '\/'� I Fr y 1?•f PERMIT APPLICATION DATE: June 29,1998 It�P3' �rr,.j `�'," '� '�'�t ,� j-.- *f'/` T • NOTICE OF COMPLETE APPLICATION: August 11,1998 - A 7 •� •e-- • r PemritslReview Requested: SEPA,Administrative Site Plan,Building,Parking Modification Request i_ I)Y T,: f'7 ' .�-7' -ten `. -• / •, \. Other Permits which maybe required: None +".'+1 ,'r\1!^ N9/ ~,, ( - _ ., �'L.. —41. Requested Studies: Drainage report y - : 1 y"-\'R\ 4�\\ - !„ Location where application may I 4 •t\ay;\ fi ,' I L� \•tt,•• 4 be reviewed: Planning/Building/Public Works Division,Development Services Department, * t . /x „��. 1055 South Grady Way Renton,WA 98055 L - \�:- ` u PUBLIC HEARING: The review will be conducted administratively.There Is no public hearing .L .-!_ F' �\ k r s• J ,f y�S�'�I it 1 , i I required. 1 .19 \ 4 �/ ^ '�. \V 'i0 V CONSISTENCY OVERVIEW: err j r� 7.: . N. / `\\ �44-+L��'�( % ' Analytical process e // � ' `, "�Projeci consistency refers to whether a project is consistent with adopld and applicable development regulations,or In r :Iloin de a st t comprehensive plan polices.RCW 08 f apr ject's c siste c chat the Notice f l Application(NOA) dm,tl 1 „�{, a \ ,r- Inclutle astatement of the preliminary determination not a projed's consistency with the type of land use,level of �� - �� t� ` t a•6yi i development,Infrastructure,and character of Development If one has been made al the time of notice.At a minimum, it;,�;. = 1A(u1r- • I. every NOA shall include a determination of the projed's consistency with the zoning,comprehensive plan and I I +Q f;" �,ye r_ j Y Development regulations. i .m • Ij 18 i • 1 I mo% r /rl t }, r kt Land Use: The proposal Is consistent with the Medium Industrial BM)zone,as well as the '1 {'� E VI Employment Area-Commercial(EAC)Comprehensive Plan Map Designation. '-a I I I�Yi '(.J,1 1 16r I �I I t Environmental Documents that • _aec.m ail\ r' ,ter: Evaluate the Proposed Project: None known -i- Development Regulations Used For Project Mitigation: The proposal is subject to the City's SEPA Ordinance,Zoning Code, Public Works'Standards,and the Uniform Building Code. Proposed Mitigation Measures: Preliminary analysis of the proposal does not reveal any likely impacts that would require mitigation above and beyond existing codes. GENMaLOT DOC GEM.ALOT.DOC I CERTIFICATION • • I, 5A/rtat-yj rvi t.0111'h , hereby certify that > copies of the above document were posted by me in 3 conspicuous places on or nearby the described property on Ail . I . I1 • Signed: ATTEST: Subcribed ara worn before me, a Nortary Public,in and fbr the State of Washington residin • � , on the t �d day of n t ,,2 /j 9.e • • ,---'7,7?6U-te-,4._ '.-- .X_E it-d,Y,Layie_. MARILYN KAMCHEFF COMMISSION EXPIRES 6/29/99 • + ANyr, NOTICE OF APPLICATION AND PROPOSED DETERMINATION OF NON- SIGNIFICANCE DATE: August 11,1998 LAND USE NUMBER: LUA-98-106,SA-A,ECF APPLICATION NAME: ELAND PARKING LOT EXPANSION PROJECT DESCRIPTION: The applicant seeks administrative site plan approval and environmental review for the expansion of an existing parking lot. The site currently has 131 on-site parking spaces, plus 20 off-site spaces. The applicant is proposing to expand the off-site parking area from 20 to 42 spaces,for a total of 173 parking spaces for the site. An ingress/egress/parking easement will be recorded to allow for the use of the adjacent property for the off-site parking area. The applicant is also requesting a modification from the minimum number of required parking spaces (184). PROJECT LOCATION: 555 Monster Road SW OPTIONAL DETERMINATION OF NON-SIGNIFICANCE(DNS): As the Lead Agency,the City of Renton has determined that significant environmental impacts are unlikely to result from the proposed project. Therefore,as permitted under the RCW 43.21 C.110,the City of Renton is using the Optional DNS process to give notice that a DNS is likely to be issued. Comment periods for the project and the proposed DNS are integrated into a single comment period. There will be no comment period following the issuance of the Threshold Determination of Non-Significance(DNS). A 14 day appeal period will follow the issuance of the DNS. PERMIT APPLICATION DATE: June 29, 1998 NOTICE OF COMPLETE APPLICATION: August 11, 1998 Permits/Review Requested: SEPA,Administrative Site Plan, Building,Parking Modification Request Other Permits which may be required: None Requested Studies: Drainage report :,A Location where application may be reviewed: Planning/Building/Public Works Division, Development Services Department, 1055 South Grady Way,Renton,WA 98055 PUBLIC HEARING: The review will be conducted administratively. There is no public hearing required. CONSISTENCY OVERVIEW: Analytical process Project consistency refers to whether a project is consistent with adopted and applicable development regulations,or in their absence,comprehensive plan policies. RCW 36.70B.110(2)(g)provides that the Notice of Application(NOA) include a statement of the preliminary determination of a project's consistency with the type of land use, level of development,infrastructure,and character of development if one has been made at the time of notice. At a minimum, every NOA shall include a determination of the project's consistency with the zoning,comprehensive plan and development regulations. Land Use: The proposal is consistent with the Medium Industrial(IM)zone,as well as the Employment Area-Commercial(EAC)Comprehensive Plan Map Designation. Environmental Documents that Evaluate the Proposed Project: None known Development Regulations Used For Project Mitigation: The proposal is subject to the City's SEPA Ordinance,Zoning Code, Public Works'Standards,and the Uniform Building Code. Proposed Mitigation Measures: Preliminary analysis of the proposal does not reveal any likely impacts that would require mitigation above and beyond existing codes. GENMALOT.DOC CIT1 OF RENTON ;:a Planning/Building/Public Works Department Gregg Zimmerman P.E.,Administrator Jesse Tanner,Mayor August 11, 1998 Mr. Scott Sherrow, P.E. W& H Pacific, Inc. PO Box C-97304 Bellevue, WA 98009-9304 SUBJECT: Eland Parking Lot Expansion Project No. LUA-98-106,SA-A,ECF Dear Mr. Sherrow: 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 September 15, 1998. Prior to that review, you will be notified if any additional information is required to continue processing your application. Please contact me, at (425) 430-7270, if you have any questions. Sincerely, Cam` it Lesley Nishihira Project Manager cc: Eland Building Partnership/Owners Jack R. Bennett, Inc./Applicant • • AC PTLTR.DQC 200 Mill Avenue South - Renton, Washington 98055 ca 'FtLIG d7 ' 98 16 : 57 FR W e. H PACIFIC 206 822 5341 TO 14254307300 P . 02,08 INGRESS/EGRESS/PARKING EASEMENT • THE GRANTOR (S), , for valuable consideration, in hand paid, receipt of which is hereby acknowledged, conveys and grants to the • Grantee, , its successors and assigns, a permanent,non-exclusive easement, over,under, in, along, across and upon,the following described property:1'4, rOFRFP See Exhibit A �Q0G► /7 o ., drk* For the purpose of constructing, reconstructing, installing, repairing, replacing, operating and maintaining a paved parking area for the sole use of the grantee, including utilities and utility pipelines, but not limited to, water, sewer and storm drainage lines, together with the right of ingress and egress thereto without prior institution of any suit or proceedings of law and without incurring any legal obligation or liability therefore. This easement is granted subject to the following terms and conditions. 1. Grantor shall retain the right to use the ingress/egress rights of the easement as long as such use does not interfere with the easement rights granted to the Grantee. Grantor shall not, however,have the right to: (a) Erect or maintain any buildings or structures within the easement; or (b) Plant trees, shrubs or vegetation having deep root patterns which may cause damage to or interfere with the utilities to be placed within the easement by the Grantee; or (c) Develop, landscape, or beautify the easement area in any way which would unreasonably increase the costs toit-he Grantee of restoring the easement are and any private improvements therein. I:\PROJECT\13960201\WORD\ING R-EG R.DOC 'AUG [�7 ' 9B 16 : 58 FR W e. H PACIFIC 206 822 5341 TO 14254307300 P . 03,08 This easement shall be recorded with the King County Recorder, shall run with the land described herein, and shall be binding upon the parties, their heirs, successors in interest and assigns. DATED this _day of , 19, GRANTOR(S) State of Washington County of I certify that I know or have satisfactory evidence that signed this instrument on oath stated that (he/she) was authorized to execute the instrument and acknowledged it as the of to be the free and voluntary act of such party for the uses and purposes mentioned in the instrument. Dated Signature of Notary Public Title My commission Expires 1:%PROIEC \1396020I\WORD\INGR-EGR.DOC AUG 07 ' 98 16 : 58 FR W e. H "^CIFIC 206 822 5341 T(l 14254307300 P . 04/08 EXHIBIT A EASEMENT DESCRIPTION A PARCEL OF LAND LOCATED WITHIN A PORTION OF THE NORTHWEST QUARTER AND GOVERNMENT LOT 1 OF SECTION 24, TOWNSHIP 23 NORTH,RANGE 4 EAST, W.M., RENTON,WASHINGTON. SAID PARCEL IS SOLELY CONTAINED WITHIN THE HEREIN DESCRIBED PARCEL"A"AND ABUTS THE HEREIN DESCRIBED PARCEL "B". SAID PARCEL IS MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT A POINT OF INTERSECTION AT THE NORTHWEST CORNER OF SAID PARCEL"A"AND HEREINAFTER REFERRED TO AS THE TRUE POINT OF BEGINNING; THENCE NORTH 88°02'28" EAST ALONG THE SOUTH RIGHT-OF-WAY OF SOUTH 143RD STREET FOR A DISTANCE OF 16.02 FEET TO A POINT OF CURVATURE FOR A CURVE TO THE RIGHT; THE LONG CHORD OF SAID CURVE IS SOUTH 86 °31'45" EAST FOR A DISTANCE OF 99.34 FEET; THE CENTRAL ANGLE IS 10°51' 34" AND THE RADIUS IS 524.90 FEET; THENCE ALONG SAID CURVE AND ALONG THE SOUTHERN RIGHT-OF-WAY OF SOUTH 143RD STREET FOR AN ARC DISTANCE OF 99.49 FEET TO A POINT 115.00 FEET DISTANT, DRAWN PERPENDICULAR TO THE WESTERLY PROPERTY LINE OF PARCEL"A"; I' THENCE SOUTH 1°22'40" EAST ALONG A LINE PARALLEL TO THE WESTERLY PROPERTY LINE OF PARCEL"A"FOR A DISTANCE OF 189.61 FEET TO A POINT; THENCE SOUTH 88°02'28" WEST FOR A DISTANCE OF 115.00 FEET TO THE WEST PROPERTY LINE OF PARCEL"A"AND THE EASTERLY PROPERTY LINE OF PARCEL "13"; PAGE 1 OF 5 AUG 137 ' 98 16 : 58 FR W & H D^CIFIC 206 822 5341 TO 14254307300 P . 05/08 THENCE NORTH 1°22'40" WEST ALONG WEST PROPERTY LINE OF PARCEL"A" FOR A DISTANCE OF 199.00 FEET TO THE TRUE POINT OF BEGINNING, SAID PARCEL CONTAINS 0.518 ACRES,MORE OR LESS. • PARCEL A THAT PORTION OF THE NORTHWEST QUAR11 R AND GOVERNMENT LOT 1,IN SECTION 24,TOWNSHIP 23 NORTH,RANGE 4 EAST,W.M.,IN KING COUNTY, WASHINGTON, AND THE SOUTHWEST QUARTER AND GOVERNMENT LOT 6, SECTION 13, TOWNSHIP 23 NORTH,RANGE 4 EAST, W.M., ALL IN KING COUNTY, • WASHINGTON,MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE QUARTER CORNER BETWEEN SECTIONS 13 AND 24, IN SAID TOWNSHIP AND RANGE, THENCE NORTH 87°26'48" WEST, ALONG THE NORTH LINE OF SAID NORTHWEST QUARTER 1,214.00 FEET TO THE WESTERLY MARGIN OF COUNTY ROAD NO. 8, CHARLES MONSTER ROAD SOUTHWEST AND NOW KNOWN AS STEEL HILL ROAD; THENCE SOUTH 32°29' 51" EAST, ALONG SAID WESTERLY MARGIN, 85.34 FEET; THENCE ON A CURVE TO THE RIGHT HAVING A RADIUS OF 256.48 FEET AND ALONG SAID WESTERLY MARGIN 139.14 FEET TO THE TRUE POINT OF BEGINNING; THENCE SOUTH 01°24'51" EAST ALONG SAID WESTERLY MARGIN 268.00 FEET; THENCE SOUTH 88°35' 09" WEST 436.55 FEET; THENCE SOUTH 02°33' 12" WEST 115.03 FEET; THENCE SOUTH 70°05'34" WEST 95.47 FEET; THENCE SOUTH 88°37' 17" WEST 105.38 FEET; THENCE NORTH 01°22'40" WEST 887.90 FEET TO THE SOUTHERLY MARGIN OF OAKESDALE AVENUE SOUTHWEST AS CONVEYED TO THE CITY OF RENTON BY DEED UNDER RECORDER'S NO. 8702100643, RECORDS OF SAID COUNTY; THENCE NORTH 88°02'28" EAST ALONG SAID SOUTHERLY MARGIN 16.02 FEET; THENCE ON A CURVE TO THE RIGHT HAVING A RADIUS OF 524.90 FEET AND ALONG SAID SOUTHERLY MARGIN 194.06 FEET; PAGE 2 OF 5 ' AUG 07 ' 98 16 : 58 FR W & H 206 822 5341 TO 14254307300 P . 06/08 THENCE SOUTH 70°45' 53" EAST ALONG SAID SOUTHERLY MARGIN 147.08 FEET; THENCE ON A CURVE TO THE RIGHT HAVING A RADIUS OF 842.73 FEET AND ALONG SAID SOUTHERLY MARGIN 81.56 FEET; THENCE SOUTH 65° 13' 10" EAST ALONG SAID SOUTHERLY MARGIN 257.10 FEET TO THE WESTERLY MARGIN OF 72ND AVENUE SOUTHWEST AS CONVEYED TO THE CITY OF RENTON BY DEED RECORDED UNDER RECORDER'S NO. 8702100643 RECORDS OF SAID COUNTY; THENCE ON A CURVE TO THE RIGHT HAVING A RADIUS OF 45.00 FEET AND ALONG SAID WESTERLY MARGIN 70.69 FEET; THENCE SOUTH 24°46' SO" WEST ALONG SAID WESTERLY MARGIN 24.57 FEET; THENCE ON A CURVE TO THE LEFT HAVING A RADIUS OF 180.00 FEET AND ALONG SAID WESTERLY MARGIN 82.35 FEET; THENCE SOUTH 01°05'23" EAST ALONG SAID WESTERLY MARGIN 81.81 FEET TO THE TRUE POINT OF BEGINNING; EXCEPT ANY PORTION THEREOF LYING EASTERLY OF THE CENTERLINE OF CHARLES MONSTER ROAD AS VACATED BY ORDINANCE NO. 4123 OF THE CITY OF RENTON AND RECORDED UNDER RECORDER'S NO. 8803070674,RECORDS OF SAID COUNTY_ PARCEL B. THAT PORTION OF THE NORTHWEST QUARTER AND GOVERNMENT LOT 1, SECTION 14, TOWNSHIP 23 NORTH,RANGE 4 EAST,W.M., IN KING COUNTY, WASHINGTON, AND THE SOUTHWEST QUARTER AND GOVERNMENT LOT 6, SECTION 13, TOWNSHIP 23 NORTH,RANGE 4 EAST,W.M., ALL IN KING COUNTY, WASHINGTON,MORE PARTICULARLY DESCRIBED AS FOLLOWS' COMMENCING AT THE QUARTER CORNER BETWEEN SECTIONS 13 AND 24,IN SAID TOWNSHIP AND RANGE; THENCE NORTH 87°26' 48" WEST, ALONG THE NORTH LINE OF SAID NORTHWEST QUARTER 1,214.00 FEET TO THE WESTERLY MARGIN OF COUNTY ROAD NO. 3, CHARLES MONS TER ROAD SOUTHWEST AND NOW KNOWN AS STEEL HILL ROAD; THENCE SOUTH 32°29' 51" EAST, ALONG SAID WESTERLY MARGIN 85.34 FEET TO A POINT OF TANGENT CURVATURE CONCAVE TO THE SOUTHWEST HAVING A RADIUS OF 256.48 FEET; PAGE 3 OF 5 'AUG 07 ' 98 16 : 59 FR W & H IFIC 206 822 5341 TO 14254307300 P . 07/08 THENCE SOUTHEASTERLY ALONG SAID CURVE THROUGH AN ARC OF 31°04' 57", AN ARC LENGTH OF 139.14 FEET TO A POINT WHICH IS 30.00 FEET WESTERLY, PERPENDICULAR TO SAID CENTERLINE OF STEEL HILL ROAD; THENCE SOUTH 01°24' 51"EAST, ALONG SAID WESTERLY MARGIN, 268.00 FEET; THENCE SOUTH 88° 35'09" WEST 436.55 FEET; THENCE SOUTH 02° 33' 12" WEST 115.03 FEET; THENCE SOUTH 70° 05'34" WEST 95.47 FEET; THENCE SOUTH 88° 37' 17"WEST 105.38 FEET; THENCE NORTH 01°22'43" WEST 437.90 FEET TO THE TRUE POINT OF BEGINNING; THENCE SOUTH 88° 03'09" WEST 283.04 FEET; THENCE SOUTH 54°28' 10" WEST 490.44 FEET TO THE EASTERLY MARGIN OF THE CHICAGO,MILWAUKEE, ST.PAUL AND PACIFIC RAILROAD COMPANY RIGHT-OF- WAY; THENCE NORTH 28° 11'33"WEST ALONG SAID EASTERLY MARGIN 115.73 FEET; THENCE ON A CURVE TO THE RIGHT HAVING A RADIUS OF 411.73 FEET AND ALONG SAID EASTERLY MARGIN 57.49 FEET; THENCE NORTH 20° 11'33"WEST ALONG SAID EASTERLY MARGIN 156.01 FEET; THENCE ON A CURVE TO THE RIGHT HAVING A RADIUS OF 523.68 FEET AND ALONG SAID EASTERLY MARGIN 419.12 FEET TO A POINT ON A NON-TANGENT CURVE HAVING A RADIUS OF 667.96 FEET, THE RADIUS POINT OF WHICH BEARS NORTH 06° 57' 18" WEST; THENCE EASTERLY ALONG SAID CURVE 102.86 FEET; THENCE NORTH 83°41' 02" EAST 60.83 FEET; THENCE NORTH 74° 13' 19" EAST 47.60 FEET TO A POINT ON THE SOUTHERLY MARGIN OF CHARLES MONSTER COUNTY ROAD SOUTHWEST, SAID POINT BEING ON A CURVE HAVING A RADIUS OF 238.99 FEET, THE RADIUS POINT OF WHICH BEARS NORTH 17° 19' 04"EAST; THENCE EASTERLY ALONG SAID CURVE AND SOUTHERLY MARGIN 80.36 FEET; PAGE 4 OF 5 ' AUG .07 ' 98 16 : 59 FR W & H RaCIFIC 206 822 5341 Tn 14254307300 P . 08/08 THENCE NORTH 88°03'09"EAST ALONG SAID SOUTHERLY MARGIN 470.93 FEET; THENCE SOUTH 01° 56' 5I" EAST ALONG SAID SOUTHERLY MARGIN 10.00 FEET; THENCE NORTH 88°03' 09"EAST ALONG SAID SOUTHERLY MARGIN 26.53 FEET TO A POINT WHICH BEARS NORTH 01° 22'43" WEST FROM THE TRUE POINT OF BEGINNING; THENCE SOUTH 01°22'43" EAST 450.00 FEET TO THE TRUE POINT OF BEGINNING. DESCRIP N W&H PACIFIC,INC. ---.........„,„:„\------. 9 c,ii. TYLER J. T,P.L.S.NO. 29293 ,,,,,,,.,, ,,,,,:•••.. ..••.•••,, , ,.S _____----- : -....4•2 If DATE 4 iw.oncur nio2oAwoIInH.BGALSnoc �:\ i ,.7 • M1/4 . '4 11.7, 32•'>.s, .'• perwcs 41' 29/ PAGE 5 OF 5 CIT. OF .RENTON LL Planning/Building/Public Works Department Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator August 7, 1998 Mr. Scott Sherrow, P.E. W & H Pacific, Inc. P.O. Box C-97304 Bellevue, WA 98009-9304 SUBJECT: ELAND PARKING LOT EXPANSION, FILE NO. LUA98-106, SA-A, ECF Dear Mr. Sherrow: Thank you for submitting the parking analysis requested in my July 6th letter regarding the Eland Parking Lot Expansion. There are a couple of minor details that will need to be corrected before we can proceed. First, the parking analysis provided shows an incorrect number for the parking spaces deficient of the requirement. The required number of spaces (184) less the proposed parking after the lot line adjustment (173) is 11 parking spaces, not 33. Second, the site plan shows 32 "proposed" spaces along the eastern boundary of the site. This seems to contradict the information provided in the waiver request and project narrative which describe the spaces as existing. Please let me know which is correct so the site plan can be amended to reflect the accurate information. Finally, as of today, we have not yet received copies of the draft easement for use of the Jefferson Smurfit property for our review. We will need three copies of the draft easement before we can initiate the review of your land use application. If you have any questions, please call me at (425)430-7270. Sincerely, Lesley Nishihir Assistant Planner 200 Mill Avenue South - Renton, Washington 98055 This paper contains 50%recycled material,20%post consumer : I PACIFIC 3025-112th Avenue N.E. btVEL.CP MENT P.O. Box C-97304 CITY nP o Bellevue,WA 98009-9304 RFNTON August 17, 1998 Lesley Nishihira, Assistant Planner awl Planning Department City of Renton 1055 South Grady Way Renton, Washington 98055 Re: Revised Waiver Request for Maximum Number of Parking Spaces Sid Eland Facilities, 555 Monster Road, Renton, Washington City of Renton File No. LUA98-106, SA-A, ECF Permit Number B980372 W&HP File No. 3-1396-0201 Dear Ms. Nishihira: On behalf of the Sid Eland Distribution Facility, we request a waiver to deviate from the required number of parking spaces allowed by Chapter 14 - The City of Renton Parking and Loading Ordinance, from 184 parking stalls to 173 parking stalls. Per ordinance, the number of parking spaces required for a building located in the Medium Industrial Zone is one parking space for each 1,500 square feet of warehouse gross floor area and three parking spaces for each 1,500 square feet of office gross floor area. Under this criteria, 184 parking stalls are required for the existing facility. The Sid Eland facility currently utilizes 151 parking stalls, of which 131 are located within the parcel boundary and an additional 20 are located within the adjacent Jefferson Smurfit parcel by parking easement. Sid Eland proposes to construct an additional 22 parking stalls in the vicinity of the 20 stalls located on the Jefferson Smurfit parcel, Parcel 1. He also proposes to adjust the site's parcel boundary to include the reconfigured parking area into the Sid Eland parcel, Parcel 2, by a Lot Line Adjustment or other method(s) to ensure property usage. Summary proposal: On-site Off-site Delta Required parking Office (±16,836 s.f.) 50 Warehouse (+201,714 s.f.) 134 Subtotal Required Parking 184 Existing parking 131 20 Proposed parking before LLA 131 42 Proposed parking after LLA 173 0 Parking deficient of required no. 11 (425) 827-0220 Fax (425) 822-5341 Planning • Engineering • Surveying • Landscape Design •�' Planning Department, City of Renton August 17, 1998 Page 2 Per our discussion on or about July 14, 1998, it is our understanding that a parking study is not required for the adjacent Jefferson Smurfit parcel. Please advise if this is inaccurate. Reason for request: Currently the existing 151 parking stall available for use by the Sid Eland Distribution facility is inadequate, due to the number of employees, vendors and visitors activity. Temporary parking by vendors and visitors causes traffic/parking congestion, which interferes with truck and delivery movements through the site and potentially obstructs fire truck and emergency access routes. Thank you for your time and the consideration of our request. We anticipate a favorable decision from the City regarding the expansion of the parking facilities. If you have any questions or require additional information please call. Sincerely, W&H PACIFIC,INC. Scott A. Sherrow,P.E. Senior Project Manager cc: Jack Bennett w/enclosure Enclosure SAS:cya I:\PROJECT\13960201\WORD\PLANrPK.DOC CIT' OF RENTON Planning/Building/Public Works Department J e Tanner,Mayor Gregg Zimmerman P.E.,Administrator July 6, 1998 Mr. Scott Sherrow, P.E. W& H Pacific, Inc. P.O. Box C-97304 Bellevue, WA 98009-9304 SUBJECT: ELAND PARKING LOT EXPANSION, FILE NO. LUA98-106, SA-A, ECF Dear Mr. Sherrow: Thank you for your June 29th land use application for the Eland Parking Lot Expansion, File No. LUA98-106, SA-A, ECF. In order to process this application, we will need the following information: 1. A more detailed parking analysis is required for both the Sid Eland building as well as the Jefferson Smurfit Corporation building. The parking analysis will need to show the square footages for each use within the building, such as the amount of office space, manufacturing space, and warehouse space. The analysis, which should be in a table format, must list the number of stalls provided and the number of stalls required by Code. The parking requirements are by use, not by zone, therefore the City will need to examine the number of required spaces for each building to ensure the proposal will provide adequate parking for both properties. 2. Eleven (11) copies, plus the notarized original,of a signed Master Application will be required for the adjacent property, the Jefferson Smurfit Corporation, on which the project is proposed. 3. An application for a lot line adjustment will need to be submitted. Although both the lot line adjustment and the Eland Parking Lot Expansion project can be reviewed concurrently, the lot line adjustment application will need to be submitted in order to initiate the review of the parking lot project. The submittal requirements for lot line adjustments are attached. At this time your project application is incomplete. We will need the above information in order to formally accept and review your application. The materials you submitted will be held for two weeks. If your application is not complete as of July 20th, a refund will be issued and your application will be returned. If you have any questions regarding these submittal requirements, please call me at (425) 430- 7270. 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L ......r::.J.::.:y:i.<.w:•,.w .a..'•a. :•:..,:.:::.}.t:4.:n>::<:�::?Hi,t::.'4:Si:+ifn:4'^:,.L.:w.:;.: .�:.a..%.;::x1,.i;.p:;:;:.,+...�:::.J.. ....`:'::•.�:• ....;: ..::L.v:.:n:,vn::•<.v..:.•v•n•::f::,x.....::•n,:.n,:•:.:....:..'y::t{;:'....n}:nf.•.>:>v.;:v::w x,:'{Mv.vvw:�.x n:wi • �::: .x•:.:.::,u. ..Lu .r ,.t'4:rn.• , z,� .t . s _,•'...^:::::t::'r::::.r•J.?<5:;.:.:..:,.,.:,...>..;w,,..,,;,•..,:vn,•:.,;,..•:::y.ir :: , �y 4`'1 R0 ERTY;<:OWNER(S)4 . :? '"w:°` : .,,�. , ^; v PR0jECUINFORMATI •ON: x:v ">::: ...:�k,'S ,,,,•k Y:,.:• .tiYAe*;:eo-e:;Pw3Alr9,,::!:,§::c.•.•":a:.,::-, .. n.. ..•• ......... .. .. .. .............:.:Y::,,,.,;.::,v::r... +al2C<'!bkbcx<4 '•r.:trr...y4',y''<>. ... :�f.%�`' Note If there iswmore fthan•one Nepal•owner.please attach:an a diuonal, notarized Master AppliCetion.for.eech owner:X ::::: :::'.? 2" PROJECT OR DEVELOPMENT NAME: Sid Eland Distri- bution Facilities (Owner of Parcel "B) NAME:Jefferson Smurfit Corp. Addition to parking lot (Parcel "C") to be (owns Parcel "A") deleted flout Parcel A PROPERTY/PROJECT ADDRESS(S)/LOCATION: ADDRESS: 601 f 601 Monster Road SW Monster Road SW KING COUNTY ASSESSOR'S ACCOUNT NUMBER(S): CITY' Renton ZIP: 98955 242304-9008-04 1 (JSC - Parcel "A") TELEPHONE NUMBER: EXISTING LAND USE(S): j (206) 235-3300 •Industrial/Warehouse [1,4P]- 1 ::::ti%::.,..t:;ti;„,--: :.4:44:4>.• • ::iSi a:::6*,;::,,ki so-z.:i::::vs y;:.,;�.':,- ':<>c;»"c:; .''APPLICANT.' 1f other thanFowner); .v ' ::: PROPOSED LAND USES: NAME: Jack R. Bennett Same COMPANY(if applicable): EXISTING COMPREHENSIVE PLAN MAP DESIGNATION: Jack R. Bennett, Inc. Medium Industrial ADDRESS: PROPOSED COMPREHENSIVE PLAN MAP DESIGNATION (if applicabl 327 N. Morthl ake Vay, Ste 109 Same CITY: Seattle ZIP: 98103 EXISTING ZONING: __.—�.._ TM Modi�Um Industrial [MP] • TELEPHONE NUMBER: (205) 632-6070 PROPOSED ZONING (if applicable): " °%''::, CONTACT PERSON- ''s<. NA SITE AREA (SQ.FT. OR ACREAGE): NAME:. • Parcel "C" JSC Cott Sl:errotir, P.E. • Parking Lot Area= / Parcel A = 9.946 ac. 24,417 S.F. • • COMPANY fit applicable): PROJECT VALUE: • WAR Pacific, Inc. • S50,000 ± ADDRESS: IS THE SITE LOCATED IN THE AQUIFER PROTECTION AREA? P.O. Box C-97304 No CITY: ZIP: Bellevue 98009-9304 IS THE SITE LOCATED IN ANY OTHER TYPE OF ENVIRONMENTALLI SENSITIVE AREA? (425) 827-0220 . Yes , Alt Flood Zone •' LEGAL`DESCRIPTION:OF:PROPERTY (Attach separate sheet if:necessary) : parking Lot description & survey (Parcel "C") Attached; JSC Plant Site (Parcel "A")attached JSC Plant Site (Parcel "A") attached; Sid Eland Site (Parcel "B") attached See Attached INOrE: Parking lot area will be removed from Parcel "A" and added to description/owned in Parcel "B" TYPE OF APPLICATION & FEES . 1 Clt staff:wall deterrnlne fees Check .a1l .applica Uon ayp es'that:apP y-.... Y: .. . .. • $ SUBDIVISION: �R _ANNEXATION _ COMP. PLAN AMENDMENT S LOT LINE ADJUSTMENT S —REZONE $ — $$ , $ _SHORT PLAT $ _ SPECIAL PERMIT S _TENTATIVE PLAT _TEMPORARY PERMIT -- PRELIMINARY PLAT $ CONDITIONAL USE PERMIT $ — FINAL PLAT $ X SITE PLAN APPROVAL $/,Ot2,� x 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 $ X ENVIRONMENTAL REVIEW _ No Char g e REVISION $ • AFFIDAVIT OF:OWNPRSHiP... -if'`, ,declare that I am(please check one)_the owner of the property involved in this application;_ the ami reZ end that the foregoing involved stat his ap and on;_t here a (Print me) ant authorized,;representative to act for the property owner (please attach proof of authorization , contained and the information herewith submitted are in all respects true and correct to the best of my knowledge and belie. ATTEST: Subscribed and sworn to before Mb, t f:otar'Public, in or.= —residing at I�• for the State of W , on the �� da;�of rt v - � �—✓✓t I r�'Z-- SF A � • (Nam o pwner ntative) f 0 t 9•$•$• ��" �-- '' k_- , � CSC- /AI ' Signature of Owner/Repres�htaU ) (Signature of Notary Publi 11 . a (This section to be completed by City St aff ) . BSP CAPS CAP:U CPA CU A .:!U..... H ECFr LLA City File Number 'A AAD U H : MHP FPUD FP-PP R .RVMP i A A' SA-H SHPL A .:SHPL H SP ; SM SME :7P TOTAL POSTAGE PROVIDED Si' l Pfi e E '- /- THE LAND REFERRED TO IN THIS CONMITMSNT IS SITUATED IN THE STATE OF WASHINGTON, COUNTY OF KING AND IS DESCRIBED AS FOLLOWS: TEAT PORTION OF THE NORTHWEST QUARTER AND GOVERNMENT LOT 1, IN SECTION 24, TOWNSHIP 23 NORTH, RANGE 4 EAST W.M. , IN KING COUNTY, WASHINGTON, AND THE SOUTHWEST QUARTER AND GOVERNMENT LOT 6, SECTION 13, TOWNSHIP 23 NORTH, RANGE 4 EAST W.M. , ALL IN KING C.`�uNT , ra ::5"' a N. VIZRH PALTICILARLY DAS R IBEZ Ao TOLL On: COMMENCING AT TEN QUARTER CORNER BETWEEN SECTIONS 13 AND 24, IN SAID TOWNSHIP AND RANGE; THENCE NORTH 87° 26' 48" WEST, ALONG MN NORTH LINE OF SAID NORTHWEST QUARTER 1214.00 FEET TO THE WESTERLY MARGIN OF COUNTY ROAD NO. 8, CHARLES MONSTER ROAD SOUTHWEST AND NOW KNOWN AS STEEL KILL ROAD; THENCE SOUTH 32° 29' 51" EAST, ALONG SAID WESTERLY MARGIN, 85.34 FEET; THENCE ON A CURVE TO THE RIGHT HAVING A RADIUS OF 256.48 FEET AND ALONG SAID WESTERLY MARGIN 139.14 FEET TO THE TRUE POINT OF BEGINNING; THENCE SOUTH 1° 24' 51" EAST ALONG SAID WESTERLY MARGIN 268.00 FEET; TICE SOUTH 88° 35' 09" WEST 436.55 FEET; THENCE SMITH 02° 33' 12" WEST 115.03 FEET; , THENCE SOUTH 70° 051 34" WEST 95.47 FEET; THENCE SOUTH 88' 37' 17" WEST 105.38 FRET; THENCE NORTH 1° 22' 43" WEST 887.90 FEET TO THE SURLY MARGIN OF OAKESDALS AVENUE SOUTHWEST AS CONVEYED TO TEE CITY OF RENTON BY DEED UNDER RECORDING NO. 8702100643, RECORDS OF SAID COUNTY; THENCE NORTE 88• 02' 28" EAST ALONG SAID SOUTHERLY MARGIN 16.02 FEET; THENCE ON A CURVE TO THE RIGHT HAVING A RADIUS OF 524.90 FEET AND ALONG SAID SOUTHERLY MARGIN 194.06 FEET; THENCE SOUTH 70° 45' 53" BAST ALONG SAID SOUTHERLY MARGIN 147.08 FEET; THENCE ON A. CURVE TO THE RI 'r HAVING A RADIUS OF 842.73 FEET AND ALONG SAID SOUTHERLY MARGIN O1 56 FEET; TRENCH SOUTH 655 13' 10' EAST ALONG SAID SOUTHERLY MARGIN 257.10 FEET TO THE WESTERLY MARGIN OF 72ND AVENUE SOUTHWEST AS CONVEYED TO THE CITY OP RENTON BY DEED RECORDED UNDER RECORDING NO. 8702100643 RECORDS OF KING COUNTY; THENCE ON A CURVE TO THE RIGHT HAVING A RADIUS OF 45.00 FEET AND ALONG SAID WESTERLY MARGIN 70.69 FEET; THENCE SOUTH 24° 46' 50* WEST ALONG SAID WESTERLY MARGIN 24_57 FEET; THENCE ON A CURVE TO TEE LEFT HAVING A RADIUS OF 1.90•0 C FEETAND ALONG SAID WESIERL1 MARGIN 82.35 FEET; THENCE SOUTH 1° 05' 23" EAST ALONG SAID WESTERLY MARGIN 81.81 FEET TO THE TRUE POINT OF BEGINNING; EXCEPT ANY PORTION THEREOF LYING EASTERLY OF THE CENTERLINE OF CHARLES MONSTER ROAD AS VACATED BY ORDINANCE NO. 4123 OF THE CITY OF RENTON AND RECORDED TINDER RECORDING NO. 8803070674, RECORDS OF SAID COUNTY. SITUATE IN THE COtiNTY OP KING, STATE ON WASHINGTON. Mega' Discv4Lifln T PORTION OF • T NORTHWEST OH 24 pSHZP 22 N ORT:. ARTER �6E 4US�, WZSJJ�E MERIDIAN, COUNTY. wASNINGTON. IISC ..., AS F01S,pits: EIx SECTION 13 AND 24 ZB - �QiCZBG AT THE ARTER CORNER ALONG THE NORTH LINE OF 57►ZII _. THENCTowNSE ZP AND RANGE:c 26'410 NEST ,G «,:E N RTHMAR LI OF COSAI! ?•::•3 E NORTHWEST +Uri `: .O Tg ;,ES. . QUARTER 121t.0Y� !EEC �ESTZSIX MARGIN aS.+� LES MOBSTER ROAD SOUTHWEST: T ALONG .SiAI� THENCE SOUTH 32 D OF 256.46 FEET AIIZS:;.2:� TO THE RIGHT HAV NG A IQS _CE � � �yE �.YAGZH268.00 OF?RFXCE 1 SOUTH 1• $ 21•DEGREE �w EAST AEG SAID FFET: 35602° WEST 426.55 FELT: =INCE CE SOVT�� i5 33'12° WEST 115.03 FEET: SO0 05'34" T 95.47 FEET: THE POINT SOUTH 7 TRH ':llFsiCE �� 37'17'�MIST 105.3t FELT � THENCE S0� SS27.90 • _ • THENCE NORTH1 IIr DEGREES 03 i O WESTNNINC; 1° WEST t 2S3.04 ?'i'0 . FJw7�1 RIGHT = iCEss 2!•10" �T 410. O= COMPANY THENCE 54 ST. p m. A= p CU A POINT �. O THENCE THE SAZO USTI= 1 £NO. S. CHARLES 7 ROAD. SAID� WAY: MARGIN NT � MINTING A.� O 250.27 5•37 • uns ama ON A ! NORTH 66 S 31 w 250.59 �'E*T POINT THENCE man ON N ALONG CS $$ AND NLSE�T RIZED IN DEED .59 TT=p-' ��ESTE� � A TRACT O7' LAND NEM COUNTY. GTOti: LZ2iE :2_.. RECORD3 GN02!TH 46a fG u623'M�T AiABG s3III TPA( THENCEZBE .Y SSKL � SAID FELT: ..e 9 OS'S5• Z'�•+'7 ALONG YllE OF V.125.00 FELT• v :i:?L - Og �Q ltOSt'�7i 46 � 16'S6" ZIT . i1 nit:: Si'1?" NEST 410.23 TEE: Imin�TRACT 17�= 4D�•. SEG G. TO REAL ES" E PURCHASE AND SALE AGF v1ENT Legal Description of the Property LEGAL DESCRIPTION OF PARCEL C: A PAR.. OF LAND LOCATED WITHIN A PORTION OF TEE NORTHWEST QUARTER AND GOVERNMENT LOT 1 OF SECTION 24,TOWNS ? 23 NORTH,RATE 4 EAST, R.ENTON,WASHINGTON. SAID PARCEL.IS SOLELY CONTAINED WITHIN THE HE-REIN DESCRIBED PARCEL"A"AND ABUTS THE HEREIN DESCRIBED PARCEL "B". SAID PARCEL IS MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT A POINT OF INTERSECTION AT THE NOR'rxwrsi CORNER OF SAID PARCEL"A"AND IEREThIA TO AS TEE POINT OF HEOINN1 IG; TENCE NORTH 88°02'28"EAST ALONG TEE SOUTH RIGHT-OF-WAY OF Soum 143RD STREET FOR A DISTANCE OF 16.02 FEET TO A POINT OF CURVATURE FOR A CURVE TO TE E RIGHT; TFE LONG CHORD OF SAID CURVE IS SOUTH 86°31' 45"EAST FOR A DISTANCE DF 99,34 FEET;'IBE ANGLE IS 10°51'34" AND TEE RADIUS IS 524.90 MT; TF'• tCE ALONG SAID CURVE AND ALONG THE SOUTHERN RIGHT-OF-WAY OF SOUTH 143RD sTREEr MR AN ARC?3?STA TCE OF 99.49 FEEL'TO A POINT 115.00 Fri DISTANT AND PARALLEL TO TEE WESTERLY PROPEI i z LINE OP PARCEL "A"; • THENCE SOUTH 1°22' 40" EAST ALONG A LINE PARALLEL r`,TO THE WESTERLY PROPERTY LINE OF PARCEL"A"FOR A DISTANCE OF 205.61 FEET TO A POINT; THENCE SOUTH 88°02'28" WEST FOR A DISTANCE OF 115.00 i TO TEE EASTERLY PROPERTY LINE OF PARCEL "B"; THENCE NORTH 1°22' 40" WEST ALONG EAST PROPERTY LINE OF PARCEL"B"'FOR A DISTANCE OF 215.00 FEET TO THE TRUE POINT OF BEGINNING, SAID PARCEL CONTAINS 0.560 ACRES, MORE OR LESS. * '' nc • • EXHIBIT B TO REAL ESTATE PURCHASE AND SALE AGREEMENT Survey S 1 43RD S TREE T N88'02'2 "E R=524.90' 16.02' 1.=99.49' 0=10 S1'34" �94.68, D_1020OS 0 / /p A _ GI_ii f• ;;CITY`OE RENTON>; DEVELaPMENT SERVrCES DIVISION .:MASTER• APPLIC,AT�QI\I PROPERTY'OWNER(S); PROJECT INFORIVIATION Note; If there is more than one 1ptio.:owner please attach an additional n6tarized Master Application for:eadfi awner:: .. PROJECT OR DEVELOPMENT NAME: NAME: Eland Building Partners..in Sid p Eland Distribution i(ot butt L Facilities PROPERTY/PROJECT ADDRESS(S)/LOCATION: ADDRESS: 555 Monster Road Shl 555 Monster Road SW CITY: ZIP; KING COUNTY ASSESSOR'S ACCOUNT NUMBER(S): Renton 98055 242304-9120-07 TELEPHONE NUMBER: EXISTING LAND USE(S): ` (206) 255-5511 - Industrial/Warehouse APPLICANT:'(if .other than: Owner) PROPOSED LAND USES: NAME: Jack R. Bennett Same COMPANY(if applicable): EXISTING COMPREHENSIVE PLAN MAP DESIGNATION: Jack R. Bennett, Inc. Medium Industrial ADDRESS:27 N. lorthl ke h'ay, Ste �.�7 PROPOSED COMPREHENSIVE PLAN MAP DESIGNATION (if applicable): Same CITY: Seattle ZIP: 98103 EXISTING ZONING: • TM Medium Industrial TELEPHONE NUMBER: • (205) 632-6070 PROPOSED ZONING (if applicable): r :CONTACTPEEiSON NA . • ��,ENT p SITE AREA (SQ. FT. OR ACREkGE): . 0r" LA^ jiu NAME:- 'SFGtt S ;errow, P.E. (.iTY OF RENTON lr 495,691 So. Ft. J'i; 201998 COMPANY(if applicable): PROJECT VALUE: P �ECE� WREN Pacific, Inc. 50,000 ± �� ED ADDRESS: IS THE SITE LOCATED IN THE AQUIFER PROTECTION AREA? P.O. Box C-97304 No CITY: ZIP: Bellevue 98009-9304 IS THE SITE LOCATED IN ANY OTHER TYPE OF ENVIRONMENTALLY SENSITIVE AREA? TELEPHONE NUMBER: Yes, Alt Flood Zone (425') 827-0220 • LEGAL DESCRirrION OF PROPERTY (Attach separate sheet if necessary) See Attached TYPE OF APPLICATION & FEES Check all application types that apply--City staff will determine fees. _ 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 $/)000,�J _ FINAL PLAT $ x GRADE & FILL PERMIT $ (NO. CU. YDS: ) PLANNED UNIT DEVELOPMENT: $ VARIANCE $ (FROM SECTION: ) _ PRELIMINARY _ WAIVER $ _ FINAL _ WETLAND PERMIT S _ ROUTINE VEGETATION MOBILE HOME PARKS: $ MANAGEMENT PERMIT _ BINDING SITE PLAN $ SHORELINE REVIEWS: _ SUBSTANTIAL DEVELOPMENT $ _ CONDITIONAL USE $ VARIANCE $ EXEMPTION $No Charoe X ENVIRONMENTAL REVIEW REVISION ZOO•Cx'� AFFIDAVIT OF OWNERSHIP I, (Print Name) Scott Sherrow , declare that I am (please check one)_the owner of the property involved in this application, the 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 belie. [ 7� ATTEST: Subscn.§ed and sworn to before me, E Notary Pub„c: in an G � l/�F-(c- Tee? ((Y for the State of 41ktsiwngicel residing at (Name of Owner/Representative) OIYkkL.nd J , on the j da'i of hAtte 199P (Signature of Owner/Representative) t`117//69 GivC (Signature of Notary Public) (This section to be completed by City Staff.) City File Number: A AAD BSP CAP-S CAP-U CPA CU-A CU H :cLLA MHP FPUD 'FP"PPR ' RVMP » SA-A SA-H '`SHPL-A SHPL-H SP SM SME , TP V-A V-B V-H W TOTAL FEES: $ TOTAL POSTAGE PROVIDED: $ /b MASTERAP.DOC REVISED 8/97 . /. 4Yi10.14dr1J7 D.R.uI. • .....-. ___ ' BU`. ROED & HITCHINGS, INC. / P1.BCEL 1 THAT PORTION OF THE NORTHWEST QUARTER AND GOVERNMENT LOT 1, IN SECTION 24, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON AND THE SOUTHWEST QUARTER AND GOVERNMENT LOT 6, SECTION 13, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., ALL IN KING COUNTY, WASHINGTON, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE QUARTER CORNER BETWEEN SECTIONS 13 AND 24, IN SAID TOWNSHIP AND RANGE, THENCE NORTH 87°26'48" WEST, ALONG THE NORTH LINE OF SAID NORTHWEST QUARTER 1214.00 FEET TO THE WESTERLY MARGIN OF COUNTY ROAD NO. 8, CHARLES MONSTER ROAD SOUTHWEST AND NOW KNOWN AS STEEL HILL ROAD; THENCE SOUTH 32°29'51" EAST, ALONG SAID WESTERLY MARGIN, 85.34 FEET; THENCE ON A CURVE TO THE RIGHT HAVING A RADIUS OF 256.48 FEET AND ALONG SAID WESTERLY MARGIN 139.14 FEET TO THE TRUE POINT OF BEGINNING; THENCE SOUTH 1°24'S1" EAST ALONG SAID WESTERLY MARGIN 268.00 FEET; THENCE SOUTH 88°35'09" WEST 436.55 FEET; THENCE SOUTH 02°33'12" WEST 115.03 FEET; THENCE SOUTH 70°05'34" WEST 95.47 FEET; THENCE SOUTH 88°37'17" WEST 105.38 FEET; THENCE NORTH 1°22'40" WEST 887.90 FEET TO THE SOUTHERLY MARGIN OF OAKESDALE AVENUE SOUTHWEST AS CONVEYED TO THE CITY OF RENTON BY DEED UNDER RECORDER'S NO. 8702100643, RECORDS OF SAID COUNTY; THENCE NORTH 88°02'28" EAST ALONG SAID SOUTHERLY MARGIN 16.02 FEET; THENCE ON A CURVE TO THE RIGHT HAVING A RADIUS OF 524.90 FEET AND ALONG SAID SOUTHERLY MARGIN 194.06 FEET; THENCE SOUTH 70°45'53" EAST ALONG SAID SOUTHERLY MARGIN 147.08 FEET; THENCE ON A CURVE TO THE RIGHT HAVING A RADIUS OF 842.73 FEET AND ALONG SAID SOUTHERLY MARGIN 81.56 FEET; THENCE SOUTH 65°13'10" EAST ALONG SAID SOUTHERLY MARGIN 257.10 FEET TO THE WESTERLY MARGIN OF 72ND AVENUE SOUTHWEST AS CONVEYED TO THE CITY OF RENTON BY DEED RECORDED UNDER RECORDER'S NO. 8702100643 RECORDS OF SAID COUNTY; THENCE ON A CURVE TO THE RIGHT HAVING A RADIUS OF 45.00 FEET AND ALONG SAID WESTERLY MARGIN 70.69 FEET; THENCE SOUTH 24°46'SO" WEST ALONG SAID WESTERLY MARGIN 24.57 FEET; THENCE ON A CURVE TO THE LEFT HAVING A RADIUS OF 180.00 FEET AND ALONG SAID WESTERLY MARGIN 82.35 FEET; THENCE SOUTH 1°05'23" EAST ALONG SAID WESTERLY MARGIN 81.81 FEET TO THE TRUE POINT OF BEGINNING, E)CEP_T ANY PORTION THEREOF LYING EASTERLY OP THE CENTERLINE OF CHARLES MONSTER ROAD AS VACATED BY ORDINANCE NO. 4123 OF THE CITY OF RENTON AND RECORDED UNDER RECORDER'S NO. 8803070674, RECORDS OF SAID COUNTY. \(7(L HI rat; BLUME DISTRIBUTION FACILITY RENTON, WASHINGTON • A. dik111; 1 BAH JOB NO. 89219.06 • .I 4105 l' p JUNE 6, 1990 eI,r Z ALH/ENG. 40 Ct `4;' GiSTt°S)Q��,`o . / • �j/0�Al LAMD SJ MAY 20 ' 98 15 : 57 2063237135 PAGE . 002 SID ELAND, INC. June 18, 1998 f,. City of Renton `• .'- Department of Development Services C'•j G 1055 S. Grady Way ,/i> '` ;`:, Renton, WA 98055 /��'� 6; Re: Parking Lot Expansion Sid Eland Distribution Center Q 555 Monster Road SW Dear Sir or Madam: This letter hereby authorizes W&H Pacific, Inc. to represent Eland Building Limited Partnership as the agent for executing the City of Renton's Master Application on our behalf. We also authorize W&H Pacific to submit and process the proposed parking lot construction documents, SEPA and other associated material as needed by the city in their review of the proposed parking lot development mentioned above. If you have any questions, please call us. Sincerely, ELAND BUILDING LIMITED PARTNERSHIP r?4A-a- Lance W. Herberg, CPA Controller 555 MONSTER RD SW • PO Box 1037 • RENTON, WA 98057 • (206) 223-5511 • FAX (206) 277-0166 .y PROJECT NARRATIVE Sid Eland Facilities 555 Monster Road, Renton, Washington W&HP File No. 3-1396-0201 The proposed project is the expansion of a portion of an existing off-site parking area and lot line adjustment application for the Sid Eland Distribution facilities located at 555 Monster Road, in the City of Renton, The proposed site construction just includes the modification of the existing parking lot arrangement located at the northeast corner of the site,just south of the entrance from Monster Road, where there are currently 20 existing off-site parking spaces. Concurrent to the parking lot construction, Sid Eland is also processing a Lot Line Adjustment application (LLA) to revise the boundaries of the abutting parcel that will incorporate the revised parking area into the Sid Eland parcel. No building modification or expansion is being contemplated at this time in conjunction with the parking lot reconstruction. According to Renton's Parking Standards, the maximum number of parking spaces is derived from the city's designated zone and project building size. The zone of the parcel is IM — Medium Industrial Zone - that includes industrial activities, warehouses and storage buildings. The existing building contains 210,577 square feet. The number of parking spaces specified for this zone is one parking space for each 1,500 square feet of gross floor area. The computed number of parking spaces required for this site is 140 parking spaces based upon the 210,577 square feet of building area. Currently there are 131 parking spaces provided within the parcel boundary. An additional 20 parking spaces located along the east side of the common driveway entrance from Monster Road, which are presently being used by the Sid Eland personnel. These 20 spaces are technically assigned to the Jefferson Smurfit Corporation, as all of these parking spaces are located on the Jefferson Smurfit parcel. However, because of the juxtaposition of the parking area, Sid Eland is currently using most, if not all, of the 20 existing spaces. It is proposed by Sid Eland management to secure permission with Jefferson Smurfit to reconstruct this 20 parking-space area into a 42 parking-space facility, and to prepare and process with the City of Renton a lot line adjustment application or by other methods to ensure proper usage. After the parking lot area has been reconstructed, twelve (12) of the originally 20 parking spaces will remain and an additional 30 spaces will be provided, resulting in a net additional number of 22 spaces (12 original spaces plus 30 new spaces minus 20 existing spaces equals 22 additional spaces). DEVELOPMENT PLA CITY OF RENTON JUN 2 3 1998 RECEIVED Planning Department, City of Renton June 11, 1998 Page 2 A summary of Sid Eland's proposal is as follows: On-site Off-Site Existing parking 131 20 Proposed parking before LLA 131 42 Proposed parking after LLA 173 0 Required parking 140 Parking in excess of required no. 33 The current parking situation is that Sid Eland is utilizing the existing 20 parking spaces on the abutting off-site parcel; there are currently 131 existing parking spaces on site; the City parking code requires that 140 parking spaces be provided for the building complex; and there is current traffic/parking congestion because of the number of employees, vendors and visitors coming to the project site. The revised total parking spaces to be used by Sid Eland facilities upon completion of the new parking area will be 173 spaces (131 original spaces, plus 42 new and/or revised spaces). It is envision that 375 cubic yards of earthwork will be moved and 10,000 square feet of asphalt paving will be constructed. Construction is estimated to commence during the first week of September and end in late October, 1998. Hours of construction are scheduled to be Monday through Friday, 7:30 AM to 3:30 PM. The contractor will be instructed to keep the abutting street clean of mud and debris at all times. Temporary erosion and sediment control facilities have been delineated on the construction documents and the contractor will be responsible to insure that sediment-laden water does not enter the existing drainage system or violate water quality standards. Seeding of areas stripped of vegetation will be required as well as instructions will be given to the contractor to provide the best TESC measures required during all phases of construction. Dust control and noise abatement will be mandated as part of the construction controls implemented for this project. This will include use of`boom' boxes and bring animals to the job site. SAS:cya 1:\P ROJECI\13 960201\W O RD\P ROID ES.DOC • • PACIFIC 3025-112th Avenue N.E. P.O. Box C-97304 Bellevue,WA 98009-9304 June 18, 1998 Planning Department City of Renton 1055 South Grady Way Renton, Washington 98055 Re: Waiver Request for Maximum Number of Parking Spaces Sid Eland Facilities, 555 Monster Road, Renton, Washington W&HP File No. 3-1396-0201 Gentlemen: On behalf of the Sid Eland Distribution Facility,we request a waiver to deviate from the required number of parking spaces allowed by Chapter 14 - The City of Renton Parking and Loading Ordinance from 140 parking stalls to 163 parking stalls. Per ordinance, the number of parking spaces required for a building located in the Medium Industrial Zone is one parking space for each 1,500 square feet of gross floor area. Under this criteria 140 parking stalls are required for the existing 210,577 square feet facility. The existing facility currently utilizes 151 parking stalls, of which 131 are located within the parcel boundary and an additional 20 are located with in adjacent Jefferson Smurfit parcel. Sid Eland proposes to construct an additional 12 parking stalls in the vicinity of the 20 stalls .located on the Jefferson Smurfit parcel, Parcel 1. He also proposes to adjust the sites parcel boundary to include the reconfigured parking area into the Sid. Eland parcel, Parcel 2, by a Lot Line adjustment or other methods to ensure property usage. Summary proposal: On-site Off-Site Required parking 140 Existing parking 131 20 OPMENT P' Proposed parking before LLA 131 42 Gi i Y OF REN Proposed parking after LLA 173 0 Parking in excess of required no. 33 Reason for request: CEIVEI Currently the existing 151 parking stall available for use by the Sid Eland Distribution facility is inadequate, due to the number of employees, vendors and visitors activity. Temporary parking by vendors and visitors causes traffic/parking congestion, which interferes with truck and (425) 827-0220 Fax (425) 822-5341 Planning • Engineering • Surveying • Landscape Design Planning Department, City of Renton June 11, 1998 Page 2 delivery movements through the site and potentially obstructs fire truck and emergency access routes. Thank you for your time and the consideration of our request. We anticipate a favorable decision from the City regarding the expansion of the parking facilities. If you have any questions or require additional information please call. Sincerely, W&H PACIFIC, INC. Scott A. Sherrow, P.E. Senior Project Manager cc: Jack Bennett w/enclosure Enclosure SAS cya 1:\PROJEC\13960201\WORD\PLAN-PK.DOC • t . a _.. — ' _ _..... _ _ _ t mt.- fir- ��• _ t • '! $�4< �\,�5 \ \s 125n1 ST 1 �oj'S. %y T' ue: �y f - �� \ <f s `�, .si it 1nTM` )„,,sr ; f4c04, i ,0,,,.. M S�.y L�.\�vs�. - ' $ f \1�� w • <� `- / e 5 / O Pp f r xI •, ' ` x 1 is e. 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FILE NAME: t rasa -OPio �L raoelepa-61+j :. —�•�—*• 1"=1' 3.1396.0201 LSEPEX03.DWG SECTION, TOWNSHIP, RANGE: ' I V \ v D CP \er '5 \ z — • r `*•6 • I\ .. .- i ---- I I F ....;9 1, :A i 0 Is \ ,t1. • t..) I S.- �,... . _.... ,r.... a -- 0 A i 0 r ' -"ow J —1., I K 1 o 10 rn Z z 0 4 . • 1 --1 r .�� • •1•M• ••OIL • M �{ 73 i •C ‘‘1/4 I I ;CI + , i • • • woo' 4. g. ,..s., › —u \ ..- . . , I 0 o ,.___ \ ••••116 0 ea°. --"< -T1 -S:- .'013 .....><M Z (J) �.. zcrj f- t:-507 t - O \ 'i. 1 . ., c 4 o �, O." / CD K \il N `. '' / • ni Ale i \ i\f- C • v IMP. CC)) 0 JACK BENNETT m DESIGNER: KKW N 11 DRAWN BY: MDC SID ELAND PK'G LOT EXPANSION LOCATION MAP WU PACI SIC CHECKED BY: RENTON WASHINGTON 302b 112Tx AVENUE NE BELLEVUE, WA 88004-830+ SCALE: PROJECT NO. FILE NAME: WWW.1IFIPACIFIC.COb( APPROVED BY: TEL: (425)827-0220 FAX: (420)822-5341 1=1 3. 1396.0201 LSEPEX02.D WG Planning • Engineering • Surveying • Landscape Architecture LAST EDIT: MDC 6-11-98 PLOT DATE: 6-11-98 , �. I 14' 1. __.._. �- T I w SECTION _26 '.` _ 12 __.._-_.•--..__- - - NEC. -- '• " •- -._.......__..__.._._.-� - is -a:wEH;;l2Ru 2.9, CI) N 74°13 19 --- -..._.. — ti.._-..... \��` ^� �5 1l •1 -...-2•DOUBLE CHECK - C10 3 R. 102 96 47.60 4 / Ar c.�C--PaT-._ RE / VALVE ASSEMBLY El �•`' ORI VE �-A � — i N 83e4102 E �qT -. _ :. �_._•.•. W K :� ; ,1>,_1. - 1 ` •r N _ — --� - - -�_ter'= _.. -' -._ -' _ .. -it-__' , .r+"•' ;. .. ._..�..--._._ �.y-__ .3:• 20 PAHKWf,�JeAt,G� ! V A t .W fr :'sd i 8 C.c.- 2J PARIpNCPSPACES tl' i 1 j " t A ACES .-,- <- P SSP ' "�f1- ' e: �. iwi ?5'WATER E aSS0 n ^- d • • ��"+-1��/// �.i2 DOMESTIC I:NE f'� ��]] . e"<. .20 _ I HEC NJ 9?0605099 a? I O O�, /,�-��'ter••)�p05••• A C l 1 N GOOD CONGI T I ON I/' i "' 9 p SPACES j'}1 10 PARKING SPACES i 11 I 0 10 CA U G 1. ,! Q J; \\ /'/ -ISrNO EASEMENT \O �N P f U _ s� �\ /' - NECC.NO 910 60 60 99 5 " / pGS ,f 1 •--�--- • r p' ;g. O / 2 / /y y� - --q _ Z \ -,/,.\Z Wit✓"• q 400628 U 75 _ ___._._.,/� - .1 . tf 9/ ii • f >\� --- WATER '/� C.S. .// 3 ` sill � _" !� '� & NS a/--- -VALVE CHAMBER �' U 4 •O m I",• � ; B_/... '�.- XfADS----_-"--�•' o r# I/ �0F 3G'INURF:S>, EGRESS--- -'_i 1i 4'; TA V O (\T.J e i ft2'AD5 - r---__..�0'ADS --1 N� i "i ,n I.UTILITY E;SEntE KT -- i.� '::,. Z I �EQ O u 11 ��TT N -? { yy �• , i T".J .,•, • V''1 ° / U : • ,/ / ' 0 REC.N0.9U0 5'P 14:d 3 i �r 4 < 1 a ts. m (-" GAT:- / Q O • PROPOSED PARKING T - E /, LOT EXPANSION 11, t: 1 1 IQ 1 i I i 3 ;u' . . II .... �_.�-._—A.C.DRIVE 3 • ! I 1 , I ( H E ONC S , ..,. I i 1 1 c.c, 1 A C. I " �i SID ELAND INC. (EXISTING BUILDING) 1 ZO o •1 i d.i. 11 1 DISTRIBUTION CENTER ;, 1 ' _ f- I t jN• i ,.-60'NON BUILDA&LE _ U Y i EMERGENCY ACCESS EASEMENT " •• 0 593 MONSTER ROAD 1 z 0. r T C.S iY '}•� 2 W , i. +�\ �� hi REC.NO.91 t0207D501 ., ? " I• ?\ I EASE lN3AD SPUR �I _ i_a.-1 �n X i EASEMENT REC. NO -� -- -'' i� � v) � w S • r ` I ' iIr $' 1 ; �. '-ft 20'METRO SEWER EASEMENT 5331102 I iv, I;;• 1 .� ' Ome W \• • -.elf HE<. NO.BdUS020B40 20'eEW ER EAiE MENT ;1 4t 1 �i HEC.NO 9203G 302C6 •.I I R I • ; ; �/ J J CO I`,a \,, l I , II 1 ! W LL II O __I _u .--}F._------_._._.__ A.0 1 4i :y , Ili ! �- ! 1u., 1 Z Q r ..�_A.C. DPI`�E m _. __ .. w M -� - ? f \ °\. ,� � ,_ .__ �• _ �� A.C. I i :: o ,y m CD w `� / 6'C.W WITH 3'NIGH C.L FENCE.. Q { 0 ■ e F- •\, \\ r jjr. IS'WATER EASEMENT / u 1 t CV :a I v W U O� Q h t' \'`,, i' 1 REi N0.91 0 6 0 6 0995 y,� -PV''' r°, i` fv W W • 69006281435 r,_ • 1 ., -r- \ �, 11 7y ' END OP•--,\}/ .,2A tI .?<�__a i J : 1 3 I ' ` Q. \N ,,�` � �• . 1il 6NP CF�' r I I-7-1 ---- - - ...._.,�A_C II^'. ..• ! C � � � \, 1 \. i ..._...�' .... AS E N E _ G _ _ ' ` . r.. VIW __ @p 5EP TO p • :'••VALVE<iIAMBEH V j/ / �'��, 24-AD5 DDTIET - _ £HE ENCY v H 4CR E I r ACCESS ., \ `• ,,tl \�, I! q - a ! '�'. -E ND NO.SCO E29'•430-..__.__ \�' A' '\`` of C.S. _6' __=- t -rrt�� 3 8 O. R 1_ J G Y 58 3'O 5 \ •114- • -O!W S'EPAflATOR , Q ,,�� 11 �i \fir ' \ A.c 24"ADs nET ti I, y X' L "\ \ ".-a.."'"" \_ (IN G000 CGNDIR ) ,/ i I', •'',: PROPERTY LINE -_._ RAIL ROAD SPUR EASEMENT----+-'--%:' ' : II� 11 Q CO ^ \ �' t REC- NO 4U06261a2S ' O W O CO 2 '•`• A f`, \\ Cti la • ��Zq PARKING ANALYSIS \ ! \\" �` \\ '-B'C.C. ,,l ,,, POND ON-SITE OFF-SITE i U �\� �� r_ . ,0; r0 EXISTING PARKING IJ1 20 R .4 11,7 3. �\\ \O,'\ _ • / I' PROPOSED PARKING 173 0 1 in CO A• �- ,/" '�\,�\�[ .\,, _--_'//, •,�y1 REQUIRED PARKING 140 Ar r m in t C'WIDE MCI CABLE EASEMENT�-- '� `\\,' �,\'.. POND erL� INTERIOR LOT LANDSCAPING: 40,J46 SF 9x ,�', ►,, i CABLE LINE SHOWN=CENTER OF 1�'1jO �O ,i\C A 10'STH NP,OUTSIDE EASEMENT LINES ll \`\, ,, h ASPHALT PA HNC: 152,688 SF J2% -� •b$ W CC CO 0 w CI = NOT SHOWN DUE TO CONGESTION I \ p.\ Z Y Ul R EC'..NO 9110290815 - `y ,.� \`�`h by.-` BUILDING FOOT PRINT AREA: 210,577 SF 45x I -- z U Z \ '� t�• “1,1\\j� PLWD AREA: 67,980 SF 14S �,. C D Q W W 0 • \ G �', \\ 1 BO'WIDE RAILROAD SPUR EASEMENT--- ,�.p L `\\�� '\\. t.\ TOTAL SITE: 471,561 SF 1005 SCALE ,, ��`tea �'"''�� Q Q U Q I a. REC. NO. 5371102 \l,I JCi‘ •\ \,` 40 0 20 40 80 o - - �5�' SHEET o \S \• ZONE(IM) - MEDIUM INDUSTRIAL (FAT V ✓' W \, • W �•\\ ` ---V S.SPRINT IiNE ITCT *-t '� (n n Sid Eland Distribution Facilities SEPA CHECKLIST Renton, Washington Prepared for: Mr. Jack Bennett Jack R. Bennett,Inc. 927 N. Northlake Way, Ste 100 Seattle,Washington 98103 Tel: (206) 632-6070 Fax: (206) 632-6343 Prepared by: W&H Pacific, Inc. 3025— 112th Avenue Northeast P.O. Box C-97304 Bellevue,Washington 98009-9304 (425) 827-0220 June 1998 tz-v Eiv JI/A, � C •V �. 3 ENVIRONMENTAL CHECKLIST Purpose of Checklist: The State Environmental Policy Act (SEPA), Chapter 43.21C RCW, requires all governmental agencies to consider the environmental impacts of a proposal before making decisions. An environmental impact statement (EIS) must be prepared for all proposals with probable significant adverse impacts on the quality of the environment. The purpose of this checklist is to provide information to help you and the agency 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: (A nonproject proposal includes plans, policies and programs where actions are different or broader than a single site specific proposal) Complete this checklist for nonproject proposals, even though questions may be answered "does not apply". IN ADDITION, complete the SUPPLEMENTAL SHEET FOR NONPROJECT ACTIONS (part D). For nonproject actions, the references in the checklist to the word "project", "applicant", and "property or site" should be read as "proposal," "proposer", and "affected geographic area," respectively. W&H Pacific, Inc. Sid Eland Distribution Facilities 1396.0201 SEPA 1 lune 15, 1998 • A. BACKGROUND 1. Name of proposed project, if applicable: Sid Eland Distribution Facilities 2. Name of applicant: Jack Bennett Company 3. Address and phone number of applicant and contact person: Applicant Contact Person Mr. Jack R. Bennett Mr. Scott Sherrow P.E. Jack R. Bennett, Inc. W&H Pacific 927 N. Northlake Way, Ste 100 P.O. Box C-97304 Seattle, WA 98103 Bellevue, WA 98009 Tel: (206) 632-6070 Tel: (425) 827-0220 Fax: (206) 632-6343 Fax: (425) 822-5341 4. Date checklist prepared: June 1998 5. Agency requesting checklist: City of Renton 6. Proposed timing or schedule (including phasing, if applicable): Clearing and grading on site construction is proposed to start soon in the summer of 1998, subject to government approvals and market conditions. 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. Construction Documents, Distribution Facility for Bruce Blume Co., dated 3-21-98. Construction Documents, Sid Eland, Inc. by W&H Pacific, dated 6/98. W&H Pacific,Inc. Sid Eland Distribution Facilities 1396.0201 SEPA 2 June 15,1998 • 9. Do you know whether applications are pending for governmental approvals of other proposals directly affecting the property covered by your proposal? If yes, explain. None to our knowledge. 10. List any government approvals or permits that will be needed for your proposal, if known. Grading Permit, Lot Line Adjustment (if required), Waiver for Parking Being Under or Over Designated Parking Count. 11. Give a brief, complete description of your proposal, including the proposed uses and the size of the project and site. There are several questions later in this checklist that ask you to describe certain aspects of your proposal. You do not need to repeat those answers on this page. This application represents the request to complete a lot line adjustment, if required, and to remodel an existing parking area. The size of the proposed construction area is less than 20,000 square feet. The site is located in a open, grassed and previously graded area. It is envision that 22 additional parking spaces will be created. The proposal may involve a lot line adjustment application so the Sid Eland parcel may encompass the new parking area. 12. Location of the proposal. Give sufficient information for a person to understand the precise location of your proposed project, including a street address, if any, and section, township, and range, if known. If a proposal would occur over a range of area, provide the range or boundaries of the site(s). Provide a legal description, site plan, vicinity map, and topographic map, if reasonably available. While you should submit any plans required by the agency, you are not required to duplicate maps or detailed plans submitted with any permit applications related to this checklist. The property is located within a portion of the northwest quarter and Government Lot 1 of Section 24, Township 23 North, Range 4 East, W.M., Renton, Washington. The project address is 555 Monster Road, City of Renton. W&H Pacific, Inc. Sid Eland Distribution Facilities 1396.0201 SEPA 3 June 15, 1998 • TO BE COMPLETED BY APPLICANT: EVALUATION FOR AGENCYUSE ONLY B. ENVIRONMENTAL ELEMENTS 1. Earth a. General description of the site (circle one): Flat, rolling, hilly, steep slopes, mountainous other The developed portion of the site is relatively flat with a gentle down-slope from north to south at approximately a 5% average slope. b. What is the steepest slope on the site (approximate percent slope)? The steepest slope within the project area is approximately 5%. c. What general types of soils are found on the site (for example, clay, sand, gravel, peat, muck)? If you know the classification of agricultural soils, specify them and note any prime farmland. The soils on site are mapped in the Soil Survey of King County, Washington, prepared by the U.S. Department of Agriculture, Soil Conservation Service and has classified the site as Woodinville, Puget, Puyallup and Beausite. The majority of the soil is Woodinville and is part of the Hydrologic Group "D". d. Are there surface indications or history of unstable soils in the immediate vicinity? If so, describe. There are no surface indications or history of unstable soils noted for this particular site. e. Describe the purpose, type, and approximate quantities of any filling or grading proposed. Indicate source of fill. The purpose of the proposed grading is to create a 20,000 square feet paved and landscape parking area. It is envisioned that no fill material will be required to be imported and that the finish grading will be accomplished by matching, as much as possible, the existing grades with the proposed finish grades and asphalt paving. f. Could erosion occur as a result of clearing, construction, or use? If so, generally describe. W&HPacific, Inc. Sid Eland Distribution Facilities 1396.0201 SEPA 4 June 15,1998 Minor erosion could occur as a consequence of the removal of vegetation and the clearing of the site during the winter months of construction. g. About what percent of the site will be covered with impervious surfaces after project construction (for example, asphalt or buildings)? After completion of the parking lot reconstruction and lot line adjustment application, approximately 76% of the enlarged site will be covered by impervious surfaces. h. Proposed measures to reduce or control erosion, or other impacts to the earth, if any: A temporary erosion control plan has been developed and will be implemented at the appropriate time. Erosion control measures may include any of following; siltation fences and other measures, which may be used in accordance with requirements of the City. 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. The types of emissions will be those generally associated with site improvements and construction associated with demolition and development of a small asphalt paved parking lot. They will include construction equipment, dust, and truck and automobile exhausts. There will be no unusual odors or industrial wood smoke. b. Are there any off-site sources of emissions or odors that may affect your proposal? If so, generally describe. Off-site sources of emissions or odors, are those typical of residential, commercial and industrial neighborhoods that surround this site. These emissions would be derived from automobile traffic using adjacent roadways and freeways, diesel fumes generated from train engines using the abutting train tracks, and fireplace burning from nearby homes. W&H Pacific, Inc. Sid Eland Distribution Facilities 1396.0201 SEPA 5 June 15, 1998 c. Proposed measures to reduce or control emissions or other impacts to air, if any: The Washington Clean Air Act requires the use of all known, available, and reasonable means of controlling air pollution, including dust. Construction impacts will not be significant and can be controlled by watering or using dust suppressants on areas of exposed soils and the washing of truck wheels before leaving the site. The size of the proposed paved parking area will equate to a short duration of construction activity. 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. Green River, a year-round stream has been identified downstream to the site. 2) Will the project require any work over, in, or adjacent to (within 200 feet) the described waters? If yes, please describe and attach available plans. No new improvements are likely to occur within 200 feet of the identified stream. 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, there will be no surface water withdrawals or diversions as part of this parking lot development. 5) Does the proposal lie within a 100-year floodplain? If so, note location on the site plan. W&HPacific, Inc. Sid Eland Distribution Facilities 1396.0201 SEPA 6 June 15, 1998 Yes, the site lies with a flood zone, designated as AH. The AH zone designation indicates areas of 100-year shallow flooding where depths are between one (1) and three (3) feet. A base t flood elevation has been indicated on the Flood Hazard Boundary, but no flood hazard factors have been determined. 6) Does the proposal involve any discharges of waste materials to surface waters? If so, describe the type of waste and anticipated volume of discharge. No. b. Ground: 1) Will ground water be withdrawn, or will water be discharged to ground water? Give general description, purpose, and approximate quantities if known. No. 2) Describe waste material that will be discharged into the ground from septic tanks or other sources, if any (for example: Domestic sewage: industrial, containing the following chemicals....; agricultural; etc.). Describe the general size of the system, the number of such systems, the number of houses to be served (if applicable), or the number of animals or humans the system(s) are expected to serve. The site is currently being served by sanitary sewers and a public water system. There will be no discharge of waste material to the ground. 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. Stormwater runoff will result from offsite and onsite improved impervious surfaces. Onsite stormwater flows will be collected and routed through an oil-water separator and into an existing bio-filtration swale facility located on-site. The storm drainage then discharges from the bio-filtration swale and into a regional pond. Water is then pumped to the P-1 channel just upstream from its confluence with the Green River. Please refer to the Storm Drainage Report for further details. W&H Pacific, Inc. Sid Eland Distribution Facilities 1396.0201 SEPA 7 June 15,1998 2) Could waste materials enter ground or surface waters? If so, generally describe. It would be very unlikely that waste materials could enter the ground or surface waters. The only materials that could enter the ground or surface waters would be those associated with the automobile use and provisions have been made. d. Proposed measures to reduce or control surface, ground, and runoff water impacts, if any: An on-site city approved storm drainage system will be constructed as part of the parking lot improvements. The system includes temporary erosion control barriers to be erected during site construction. Upon completion of the new parking area, a permanent oil-water separator will be incorporated with the storm drainage conveyance system. 4. Plants a. Check or underline types of vegetation found on the site: X deciduous tree: alder, maple, aspen, other: evergreen tree: fir, cedar, pine, other: hemlock shrubs: Himalayan blackberry, English Holly X_ grass: Kentucky bluegrass, orchard grass and perennial ryegrass pasture: pasture grasses and broad leaf herbaceous annuals and perennials wet soil plants: cattail, buttercup, bulrush, and skunk cabbage, other water plants: water lily, eelgrass, milfoil, other: X other types of vegetation: b. What kind and amount of vegetation will be removed or altered? The existing landscaping around the building complex will remain in place. The existing landscape area located at the east parking and access road from Monster Road will be altered and will require the removal of small trees, grass area and hedge. The disturbed areas will be relandscaped. c. List threatened or endangered species known to be on or near the site. W&HPacific, Inc. Sid Eland Distribution Facilities 1396.0201 SEPA 8 June 15,1998 No threatened or endangered species are known to be on or near the site. d. Proposed landscaping, use of native plants, or other measures to preserve or enhance vegetation on the site, if any: See 4.b above. 5. Animals li a. Underline any birds and animals which have been observed on or near the site or are known to be on or near the site: birds: hawk, heron, eagle, songbirds, other: woodpecker mammals: deer, bear, elk, beaver, other: mountain beaver, raccoon fish: bass, salmon, trout, herring, shellfish, other: b. List any threatened or endangered species known to be on or near the site. No threatened or endangered species are known to be on or near the site. c. Is the site part of a migration route? If so, explain. The site is not known to be part of a migration route. d. Proposed measures to preserve or enhance wildlife, if any: No measures are anticipated to be required to preserve or enhance wildlife. 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. No additional electrical needs are anticipated with the parking lot construction. b. Would your project affect the potential use of solar energy by adjacent properties? If so, generally describe. W&H Pacific,Inc. Sid Eland Distribution Facilities 1396.0201 SEPA 9 June 15, 1998 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: Not applicable. 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. There are no on-site environmental health hazards known to exist today and none will be generated as a direct result of the parking lot construction. 1) Describe special emergency services that might be required. No special emergency services will be required, to our knowledge. 2) Proposed measures to reduce or control environmental health hazards, if any: There are no known health hazards that would occur as a result of the parking lot expansion construction. b. Noise 1) What types of noise exist in the area which may affect your project (for example: traffic, equipment, operation, other)? The main source of off-site noise in this area, originates from the vehicular traffic present on adjacent streets. 2) What types and levels of noise would be created by or associated with the project on a short-term or a long-term basis (for example: traffic, construction, operation, other)? Indicate what hours noise would come from the site. Short-term noise impacts will result from the use of construction equipment during site parking lot development and construction. W&H Pacific, Inc. Sid Eland Distribution Facilities 1396.0201 SEPA 10 June 15,1998 These temporary activities will be limited to normal working hours. Long-term implications will include those noise sources and activities associated with the increased use of the property by the user. to reduce or control noise impacts, if 3) Proposed measures p any: Construction will be performed during normal daytime working hours. Construction equipment will be equipped with muffler II devices and engine idling time will be kept to a minimum. 8. Land Use a. What is the current use of the site and adjacent properties? The current use of the site is industrial. The current use of the adjacent properties is as follows; North: Resource Conservation - RC South: Medium Industrial - IM East: Medium Industrial - IM West: Medium Industrial - IM b. Has the site been used for agriculture? If so, describe. Not to our knowledge in recent years. c. Describe any structures on the site. There is one large commercial structure on site. d. Will any structures be demolished? If so, what? No. e. What is the current zoning classification of the site? The current zoning is IM. f. What is the current comprehensive plan designation of the site? W&H Pacific, Inc. Sid Eland Distribution Facilities 1396.0201 SEPA 11 June 15, 1998 The current comprehensive plan designation is Medium Industrial. g. If applicable, what is the current Renton master program designation of the site? Renton: Natural 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? Not applicable. No change in building use or size. j. Approximately how many people would the completed project displace? Not applicable. k. Proposed measures to avoid or reduce displacement impacts, if any: None at this time. I. Proposed measures to ensure the proposal is compatible with existing and projected land uses and plans, if any: The project represents an appropriate and compatible land use with the adjacent properties. 9. Housing a. Approximately how many units would be provided, if any? Indicate whether high, middle, or low-income housing. None. b. Approximately how many units, if any, would be eliminated? Indicate whether high, middle, or low-income housing. None. W&H Pacific, Inc. Sid Eland Distribution Facilities 1396.0201 SEPA 12 June 15, 1998 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? Not applicable. Existing building structure. b. What views in the immediate vicinity would be altered or obstructed? Not applicable. Existing building structure. c. Proposed measures to reduce or control aesthetic impacts, if any: None. These areas will be professionally maintained, under a contract administered by the Building Owner. 11. Light and Glare a. What type of light or glare will the proposal produce? What time of day would it mainly occur. Glare maybe produced from automobile using the new parking area. The light and glare would occur primarily in the early evening and before dawn hours and/or bright sunny days. b. Could light or glare from the finished project be a safety hazard or interfere with views? No. c. What existing off-site sources of light or glare may affect your proposal? The only off-site sources of light and glare are from vehicles using the adjacent streets and the neighborhoods that surround the property. d. Proposed measures to reduce or control light and glare impacts, if any: W&H Pacific, Inc. Sid Eland Distribution Facilities 1396.0201 SEPA 13 June 15, 1998 The private drive and parking area is internally oriented and will have a minimal impact on the surrounding areas. Site parking lot lighting, when deemed necessary and appropriate, will be installed in a manner that directs the light downward. 12. Recreation a. What designated and informal recreational opportunities are in the immediate vicinity? Several public parks are located nearby include Geni Coular and Cedar River Park. b. Would the proposed project displace any existing recreational uses? If so, describe. No. c. Proposed measures to reduce or control impacts on recreation, including recreational opportunities to be provided by the project or applicant, if any? Not applicable. 13. Historic and Cultural Preservation a. Are there any places or objects listed on, or proposed for, national, state, or local preservation registers known to be on or next to the site? If so, generally describe. No. b. Generally, describe any landmarks or evidence of historic, archaeological, scientific, or cultural importance known to be on or next to the site. None. c. Proposed measures to reduce or control impacts, if any: There are no known impacts. If an archeological site is found during the course of construction for the new parking area, the State Historical Preservation Officer will be notified. 14. Transportation W&H Pacific,Inc. Sid Eland Distribution Facilities 1396.0201 SEPA 14 June 15, 1998 a. Identify public streets and highways serving the site, and describe proposed access to the existing street system. Show on site plans, if any. Access will be from Monster Road at the north side of the project. b. Is site currently served by public transit? If not, what is the approximate distance to the nearest transit stop? Public Transit is currently available on Grady approximately 1 mile away. c. How many parking spaces would the completed project have? How many would the project eliminate? The completed project currently has 131 parking spaces. The revised parking layout will increase the site parking count to 173 parking spaces. d. Will the require any new roads or streets, or proposal 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. Proposal will not generate additional vehicular trips, but rather, address an on-site parking problem. g. Proposed measures to reduce or control transportation impacts, if any: Not applicable. 15. Public Services W&HPacific, Inc. Sid Eland Distribution Facilities 1396.0201 SEPA 15 June 15, 1998 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. An addition to payment of yearly property taxes by the property owner. 16. Utilities a. Underline utilities currently available at the site: electricity, natural gas, water, refuse service, telephone, sanitary sewer, septic system, other. Utilities are available to the site through the proper extension of utility services. Extension of services is the developer's financial responsibility. b. Describe the utilities that are proposed for the project, the utility providing the service, and the general construction activities on the site or in the immediate vicinity which might be needed. No utility extensions are required by this proposal. 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: Scott Sherrow Date Submitted: W&H Pacific, Inc. Sid Eland Distribution Facilities 1396.0201 SEPA 16 June 15, 1998 F , 41110 4010 06/24 '98 10:01 ID:JSC ATLANTA LAW FAX:770-469-6123 PAGE 1 EaJEFFERSON SMURFIT CORPORATION Folding Carton C FROM: JOHN P. ALLGOOD, REGIONAL COUNSEL (11163 FAST PONCE LE(STONE MOUNTAIN, CIA 30c TEL. NO. (770) 879-2232 TE1.110HONE nail FAX NO. (770) 469-6123 FAX TXXXXICSC FACSIMILE COVER SHEET )ATE: y-ydo LOCATION: fln ) Z/0 'EL. & FAX NO. : 'AGES (INCLUDING COVER SHEET) : ,Z / ✓ �"O�tiis, Teti ivo OPIES TO: ESSAGE: .�' i i�l� X�,li.�fL�c .Q,- /-,PO0 - ? _ , • DTE: IF YOU DID NOT RECEIVE ALL PAGES , CONTACT PAT KEMP (770) 879-2234 CONFIDENTIALITY NOTE: The information transmitted in this fax message is 1tended to be confidential and for the use of only the individual:(s) or entii uned above, and may be privileged_ If the reader of this message is not the handed recipient, you are hereby notified that any retention, dissemination, Lstribution or copy of this fax is strictly rohibited. IE you have receives lis fax in error, please notify us by telephone and return the original mess ) us at the address above via the mail service. (We will reimburse postage) lank you. 06/24 '98 10:01 ID:JSC tiOTA LAW FAX:770-469-6* PAGE 2 135-WA-24157-69 Items faund in search from May 20, 1996through February 17, 1998 Fee Owner: Jefferson Smurfit Corporation (U.S.), a Delaware corporation, successor in merger to Container Corporation of America, a Delaware corporation Legal Description: See a teehed. Po Items Found: 1 . GENERAL TAXES AND SPECIAL CHARGES, IF ANY, FOR 1998. THE FIRST HALF IS DUE BY APRIL 30TH AND THE SECOND HALF BY OCTOBER 31ST. ASSESSED VALUE OF LAND: $2,436, 500.00 ASSESSED VALUE OF IMPROVEMENTS: $1, 862,300.00 TAX ACCOUNT NO. : 242304-9008-04 CHARGES BILLED RAID UNPAID GENERAL TAX $ 56, 852 .19 NONE 56,852.19 DRAINAGE DIST $ 106.15 NONE 106.15 CONSERVATION $ 5.00 NONE 5.00 TQTAL NOW PAYABLU >>>$56,963 .34 (IF PAYMENT IS LATE, INTEREST AND PENALTY WILL BE ADDED. ) 2 . ASSESSMENT BY CITY OF RENTON: ORIGINAL AMOUNT: $548, 656.75, PLUS INTEREST AT 7 .9% ORIGINAL NUMBER OF INSTALLMENTS: 15 NUMBER OF INSTALLMENTS PAID: 9 NUMBER OF INSTALLMENTS DELINQUENT: 0 . LOCAL IMPROVEMENT DISTRICT NO. : 332 FILING DATE: AUGUST 8, 1988 NEXT PAYMENT DUE: SEPTEMBER 18, 1998 IMPROVEMENT: STREET EMPROVE)TS ACCOUNT NO. : 2 06/24 '98 10:01 ID:JSC A WA LAW FAX:770-469-6 PAGE 3 "� TERMS, COVENANTS, CONDITIONS, EASEI"IENTS, IF ANY RESTRICTIONS AND SED AUGUST 14, 9900,E DISCLOSED NTAINED IN �BYC THE EKINSU GRCOUNTY TAX ROLLS. �.� AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: BETWEEN: SEATTLE AREA PLUMBING AND PIPEFITTING APPRENTICE AND JOURNEYMAN TRAINING TRUST, ELAND BUILD pm LIMITED PARTNERSHIP, JEFFERSON SMURFIT CORPORATION, B & G PARTNERSHIP AND: ICING COUNTY DBPAS SERVICES T 'r OF N$TROPOLITAN DATED: , 1995 RECORDED: JUNE 19, 1995 RECORDING NO. : 9506191492 PURPOSE: REGIONAL DETENTION FACILITY PUMP STATION AGREEMENT AND RECIPROCAL EASEMENTS 06/24 '98 10:01 ID:JSC Ar TA LAW FAX:770-469-01. PAGE 4 • REF: CONTAINER CORPORATION ENDORSEMENT Attached to Policy No. 284183-5 Issued by FIRST AMERICAN TITLE INSURANCE COMPANY The Company assures that, except as otherwise expressly provided herein, there are no liens, encumbrances or matters disclosed by the public records affecting said estate or interest, other than those shown in said policy, except : AS ATTACHED HERETO ON "EXHIBIT A" , WHICH BY THIS REFERENCE IS MADE A PART HEREOF. The effective date of the above referenced policy is hereby r extended to FEBRUARY 17, 1998, the date of this Endorsement, subject, however, to the addition of items 1, 2, 3 AND 4 herein to Schedule B thereof. The total liability of the Company under said policy and under this and any other prior Endorsement thereto shall not exceed, in the aggregate, the face amount of said policy and costs which the Company is obligated to pay under the Conditions and Stipulations thereof. This Endorsement is made a part of said policy and is subject to the schedules, conditions and stipulations therein, except as modified by the provisions hereof . Dated: FEBRUARY 17, 1998 Premium: $35 . 00 Tax: $ 3 . 01 First American Title Insurance Company ,.+.`.S E N r �'s . ,Y �,� ;i4 P P 0,p e�•• r. PRESIDENT • '� - 0 : m :. WILMBFA ;4, : It !Y / / - ( .. ,:, a ASSISTANT SECRETARY •(' • '� �!lFOR�� FA-14 06/24 '98 10:02 ID:JSC ATTA LAW FAX:770-469-615 PAGE 5 • POLICY NO. 284183-5 EXHIBIT A 1 . GENERAL TAXES AND SPECIAL CHARGES, IF ANY, FOR 1998 . THE FIRST HALF IS DUE BY APRIL 30TH AND THE SECOND HALF BY OCTOBER 31ST. ASSESSED VALUE OF LAND: $2,436,500 .00 ASSESSED VALUE OF IMPROVEMENTS: $1, 862, 300 .00 TAX ACCOUNT NO. : 242304-9008-04 CHARGES BILLED PAID _ UNPA]D GENERAL TAX $ 56, 852.19 NONE 56,852 .19 DRAINAGE DIST $ 106.15 NONE 106.15 CONSERVATION $ 5.00 NONE 5.00 TOTAL NOW PAYAHLX >>$56, 963 .34 (IF PAYMENT IS LATE, INTEREST AND PENALTY WILL BE ADDED. ) 2 . ASSESSMENT BY CITY OF RENTON: ORIGINAL AMOUNT. $548, 656.75, PLUS INTEREST AT 7.9's ORIGINAL NUMBER OF INSTALLMENTS: 15 NUMBER OF INSTALLMENTS PAID: 9 NUMBER OF INSTALLMENT'S DELINQUENT: 0 LOCAL IMPROVEMENT DISTRICT NO. : 332 FILING DATE: AUGUST 8, 1988 NEXT PAYMENT DUE: SEPTEMBER 18, 1998 IMPROVEMENT: STREET IMPROVEMENTS ACCOUNT NO. : 2 34T M LOAN M TGAGE, AS GNMENT OF RENTS, SE ITY AG EMENT XTURE FI NO MADE B JEFFERS° SMURFIT RPORATI ELAWARE RPORATION N FAVOR F c u'MI (U.S' A BANKING ORPORATION AS COL RAL AG ETD' AO F AND ORDER MAY , 1996 NO. 960 00647TID THEOKINAY 7, 1996 COUNTY/REGISTER FFICE. 4 . FINANCING STATEMENT: DEBTOR: JEFFERSON SMURFIT CORPORATION (U.S. ) SECURED PARTY: CHEMICAL BANK, AS COLLATERAL AGENT RECORDING NO. : 9605230693 06i24 '98 10:02 ID:JSC ATA LAW FAX:770-469-61 PAGE 6 • formNo. .a<a.ro ` Loan Policy (Amended IO-17-;0) S A HER ! form I POLICY OF TITLE INSURANCE ISSUED BY First American Title Insurance Company SUBJECT TO THE EXCLUSIONS FROM COVERAGE, THE EXCEPTIONS CONTAINED IN SCHEDULE B AND THE PROVISIONS OF THE CONDITIONS AND STIPULATIONS HEREOF, FIRST AMERICAN TITLE INSURANCE COMPANY, a California corporation, herein called the Company, insures, as of Date of Policy shown in Schedule A, against Toss or damage, not exceeding the amount of insurance stated in Schedule A, and costs, attorneys' fees and expenses which the Company may become obligated to pay hereunder, sustained or incurred by the insured by reason of: 1. tips to the estate or interest described In Schedule A being vested otherwise than es itsted therein; 2. any Beat in or lien or encumbrance on such title; 3, lack of a right of access to and from the land. 4. unmerketabiliry of such tidor S. the Invalidity or un.nforceebility of the lien of the mated mortgage upon said estate or interest except to the extent that each itwefidlry or unenforceabiliry, a claim thereof, arises out of the transaction evidenced by the insured mortgage and is bawd upon a. usury,or b. any consumer credit protection or truth in lending law; B. the priority of any lien or encumbrance over the lien of the insured mortgage. 7. any statutory lien for labor or material which now has gained or hereafter may pain priority over the lion of the ineur.d mortgage,accept any such lien arising from an Improvement on the lend convected for and commenced subsequent to Date of Policy not financed In whole or in part by proceeds of the Indebtedneea secured by the insured mortgege which at Date of Policy the insured ha advanced a Is obligated to whence; 8, any nwetmente for street improvements under construction or completed et Oats of Policy which now hang gained or her eefter may gem priority ova the insured mortgage; or 9. the invalidity or unenforceabillry of any assignment,shown In Schedule A,of the insured mortgage or the failure of said eiigr.nent to vest title to the Insured mortgage in the named insured a egn., free end cleat of all limns. IN WITNESS WHEREOF, First American Title Insurance Company has caused this policy to be signed and sealed by its duly authorized officers as of Date of Policy shown in Schedule A. First American Title Insurance Company er PRESIDENT ATTEST / '_vL SECsE:Aav 1170a3 06i24 '98 10:02 ID:JSC ATA LAW FAX:770-469-61400 PAGE 7 First American Title Insurance Company SCHEDULE A AMOUNT OF INSURANCE POLICY NO. 117098 $1, 527, 000 . 00 DATE OF POLICY: Our File No. 135-WA-17067-73 May 20, 1996 Commitment No. 284183-5 1. NAME OF INSURED: Chemical Bank, as Collateral Agent pursuant to the Credit Agreement, dated as of May 11, 1994 as amended and restated as of May 17, 1996. 2. The estate or interest in the land which is encumbered by the insured mortgage is: Fee Simple 3 . Title to the estate or interest in the land is vested in: Jefferson Smurfit Corporation (U.S . ) , a Delaware corporation 4. The insured mortgage and assignments thereof, if any, are described ae follows: Term Loan Mortgage, Assignment of Rents, Security Agreement and Fixture Filing made by Jefferson Smurfit Corporation (U.S. ) , a Delaware Corporation in favor of chemical Bank, a New York banking corporation, as Collateral Agent dated as of May 17, 1996 and recorded on May 20, 1996 as No. 9605200647 in the King County/Registers Office. 5. The land referred to in this policy is described in Schedule , "A" 06/24 '98 10:02 ID:JSC A A LAW FAX:770-469-61. PAGE 8 • Site 73 King County Washington SCHEDULE A THE LAND REFERRED TO IN THIS COt' 1ITMSNr IS SITUATED IN TEE STATE JF wAS::..NGTCN, COUNTY CF KING AND IS DESCRIBED AS FOLLOWS: THAT PORTION CF THE NORTHWEST QUARTER AND GOVERNMENT LOT 1, IN SECTION 24, TOWNSHIP 23 NORTE. RANGE 4 EAST W.M. , IN RING COUNTY, WASHINGTON, AND THE SCUTHWEST QUARTER AND GOVERNMENT LOT 6, SECTION 13, TOWNSHIP 23 NORTH, RANGE 4 EAST W.N. , ALL IN KING COUNTY, WASHINGTON, MORE PARTICULARLY DESCRIBED AS FOLLOWS: CO*!ENCING A':' :'HS CUAR;ER CORNER BETWEEN SECTIONS L2 AND 24, C.1 SAID TOWNSHIP AND RANGE; ='HEI;CE NoR:'H 8 7.2 6 '4 6' WEST. ALONG TEE NORTH LINE C 7 SAID 'IORTHWEST CUARTER 1214 . 00 FEET TO THE WESTERLY MARGIN OF COUNTY ROAD NC. 8. C?.ARLES MONSTER ROAD SOUTHWEST AND NOW rNCWN AS STEEL HILL ROAD; THENCE SOUTH 32629' S1' EAST, ALONG SAID WESTERLY MARGIN, 65 .34 FEET; THENCE C:; A CURVE TO THE RIGHT HAVING A RADIUS OF 256.48 FEET AND ALONG SAID WESTERLY MARGIN 139.14 FEET TO THE TRUE POINT OF 8EGINNINC; THENCE SOUTH 1.24' 51" EAST ALONG SAID WESTERLY MARGIN 268.00 �. FEET; THENCE SOUTH 88.35 ' 09' WEST 436.53 FEET; THENCE SOUTH 02.33 ' 12" WEST 115.03 FEET; THENCE SOUTH 70.0E' 34" WEST 95. 47 FEET; THENCE SOUTH 88.37' 17" WEST 105. 38 FEET; THENCE NORTH 1''22' 4" WEST 887.90 PEET TO THE SOUTHERLY MARGIN OF OAKESDALE AVENUE SOUTHWEST AS CONVEYED TO THE H CITY OF RENTON BY DEED JNDER RECORDING NO. 6702100643, RECORDS OF SAID COUNTY; THENCE NORTH 88.02'28" EAST ALONG SAID SOUTHERLY MARGIN 16.02 FEET; THENCE CN A CURVE TO THE RIGHT HAVING A RADIUS OP 524.90 FEET AND ALONG SAID SOUTHERLY MARGIN 194.06 FEET; THENCE SCUC'H 70.45' S3" EAST ALONG SAID SOUTHERLY MARGIN 147. 08 FEET; THENCE ON A CURVE TO THE RIGHT HAVING A RADIOS CF e42.73 FEET AND ALONG SAID SOUTHERLY MARGIN 31.56 FEET; THENCE SOUTH 65.13 ' 10" EAST ALONG SAID SOUTHERLY MARGIN 257.10 FEET TO THE WESTERLY MARGIN OF 72ND AVENUE SOUTHWEST AS CONVEYED TO THE CITY OF RENTON BY DEED RECORDED UNDER RECORDING NO. 8702100643 RECORDS OF KING COUNTY; THENCE ON A CURVE TO THE RIGHT HAVING A RADIUS OF 45 .00 FEET AND ALONG SAID WESTERLY MARGIN 70.69 PEE':; THENCE SOUTH 24.46' 50" WEST ALONG SAID WESTERLY MARGIN 24.57 FEET; 8/92 06/24 '98 10:03 ID:JSC AillpiA LAW FAX:770-469-31p PAGE 9 • ORDER NO. 236813-c YOUR NO. NCNF ^`ENCE ON , CURVE TO TEE LEFT HAVING A RADIUS OF 180 .00 FEET AND ALONG SAID WESTERLY MARGIN 82.3E FRET; 7HENCE SOUTH 1°05' 23' EAST ALONG SAID WESTERLY MARGIN 81 .81 FEET 70 T:'E TRUE POINT OF BEGINNING; EXOEPT ANY PORTION THEREOF LYING EASTERLY OF THE CENTERLINE OF CHARLES MONSTER ROAD AS VACATED BY ORDINANCE N0. 4123 OF T.= CITY OF RENTON AND RECORDED UNDER RECORDING NO. 8803070674, RECORDS OF SAID COUNTY. S I uAT£ .N THE COUNTY OF KING, STATE OF WASHINGTON. 8/92 • 06/24 '98 10:03 ID:JSC A TA LAW FAX:770-469-61011 PAGE 10 NOTE: THE LEGAL FOR THE PROPERTY COVERED BY THIS DOCUMENT ALSO BEING FURTHER DESCRIBED AS FOLLOWS : SCHEDULE A THE LAND REFERRED TO IN THIS POLICY IS SITUATED IN THE STATE OF WASHINGTON, COUNTY OF KING AND IS DESCRIBED AS FOLLOWS: COMMENCING AT IRON BOLT MARKING THE CENTER OF SECTION 24, TOWNSHIP 23 NORTH, RANGE 4 EAsT, W.M. , IN KING COUNTY, WASHINGTON: THENCE NORTH 0'03 '30" WEST 2622.11 FEET To QUARTER CORNER BETWEEN SECTIONS 13 AND 14 IN SAID TOWNSHIP AND RANGE; THENCE SOUTH 89'34'43" WEST 1137.00 FEET, MORE OR LESS, TO THE WESTERLY MARGIN OF COUNTY ROAD NO. 8, (NOW KNOWN AS MONSTER ROAD SOUTHWEST) AS IT EXISTED ON JANUARY 23, 1956 AND THE TRUE POINT OF BEGINNING; THENCE SOUTHERLY AND SOUTHWESTERLY ALONG SAID WESTERLY MARGIN 1740. 00 FEET, MORE OR LESS, TO THE NORTHEASTERLY BOUNDARY OF THE NORTHERN PACIFIC BELT LINE RIGHT-OF-WAY; THENCE NORTHWESTERLY AND NORTHERLY ALONG SAID RIGHT-OF-WAY AND ALONG THE EASTERLY BOUNDARY OF LAND CONVEYED TO CHICAGO MILWAUKEE AND ST. PAUL RAILWAY COMPANY (NOW CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD COMPANY) FOR ITS REVISED WYE LINE 2475. 00 FEET, MORE OR LESS, TO THE SOUTH BANK OF BLACK RIVER IN SECTION 13 SAID TOWNSHIP AND RANGE; THENCE EASTERLY ALONG SOUTH BANK 85.00 FEET,, MORE OR LESS, TO THE SOUTHWESTERLY MARGIN OF COUNTY ROAD NO. 8; THENCE SOUTHEASTERLY ALONG THE SOUTHERLY MARGIN OF SAID ROAD 1450.00 FEET, MORE OR LESS, TO THE TRUE POINT OF BEGINNING; (BEING ALL THAT PORTION OF GOVERNMENT LOTS 1, 5 AND 6 IN SECTION 24 AND THE NORTHEAST QUARTER OF NORTHWEST QUARTER OF SAID SECTION 24 ; AND GOVERNMENT LOTS 5 AND 6 IN SECTION 13 AND OF THE BED OF LAKE SHOWN ON GOVERNMENT PLAT; ALL IN TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M. , IN KING COUNTY, WASHINGTON, LYING BETWEEN COUNTY ROAD NO. 8 AND THE RIGHT OF WAY OF NORTHERN PACIFIC RAILWAY COMPANY, AND CHICAGO, MILWAUKEE AND ST. PAUL RAILWAY COMPANY) . EXCEPT THAT PORTION THEREOF CONVEYED TO PUGET SOUND POWER AND LIGHT COMPANY BY DEED RECORDED UNDER KING COUNTY RECORDING NO. 7210170510; EXCEPT THAT PORTION THEREOF CONVEYED TO TEE MUNICIPALITY OF METROPOLITAN SEATTLE, A MUNICIPAL CORPORATION BY DEED RECORDED UNDER KING COUNTY RECORDING NO. 8606190933; EXCEPT THAT PORTION THEREOF CONVEYED TO THE CITY OF RENTON BY DEED RECORDED UNDER KING COUNTY RECORDING NO. 8706091481; EXCEPT THAT PORTION THEREOF DESCRIBED AS FOLLOWS: 06;24 '98 10:03 ID:JSC AT A LAW FAX:770-469-6411 PAGE 11 S` EDULE A CO MMENCING AT THE IRON BOLT MARKING THE CENTER OF SECTION 24, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M. , IN KING COUNTY, WASHINGTON; THENCE NORTH 2, 622. 11 FEET TO QUARTER CORNER BETWEEN SECTIONS 13 AND 24 IN SAID TOWNSHIP AND RANGE; THENCE NORTH 87.26'48" WEST, ALONG THE NORTH LINE OF SAID NORTHWEST QUARTER 1,214.00 FEET TO THE WESTERLY MARGIN OF COUNTY ROAD NO. 8, CHARLES MONSTER ROAD SOUTHWEST AND NOW KNOWN AS STEEL HILL ROAD AND THE TRUE POINT OF BEGINNING OF THIS EXCEPTION DESCRIPTION; THENCE SOUTH 32'29'51" EAST, ALONG SAID WESTERLY MARGIN 85.34 FEET TO A POINT OF TANGENT CURVATURE CONCAVE TO THE SOUTHWEST HAVING A RADIUS OF 256.48 FEET; THENCE SOUTHEASTERLY ALONG SAID CURVE THROUGH AN ARC OF 31'04'57", AN ARC LENGTH OF 139.14 FEET TO A POINT WHICH IS 30 FEET WESTERLY, PERPENDICULAR TO SAID CENTERLINE OF STEEL HILL ROAD: THENCE SOUTH 01.24'51" EAST, ALONG SAID WESTERLY MARGIN 268 FEET; THENCE SOUTH 88 '35'09" WEST, 436.55 FEET; THENCE SOUTH 02'33"12" WEST, 115.03 FEET; THENCE SOUTH 70.05"34" WEST, 95.47 FEET; THENCE SOUTH 88.37117" WEST, 105.38 FEET; THENCE NORTH O1.22'43" WEST, 887.90 FEET TO THE SOUTHERLY MARGIN OF CHARLES MONSTER ROAD SOUTHWEST; THENCE NORTH 88.03'09" EAST, ALONG SAID SOUTHERLY MARGIN, 16.02 FEET TO A POINT OF TANGENT CURVATURE CONCAVE TO THE SOUTH HAVING A RADIUS OF 533.14 FEET; THENCE EASTERLY ALONG SAID SOUTHERLY MARGIN AND SAID CURVE THROUGH AN ARC OF 21'12'00", AN ARC LENGTH OF 197.27 FEET; THENCE SOUTH 70'44 '51" EAST, ALONG SAID SOUTHERLY MARGIN, 143 .37 FEET TO A POINT OF TANGENT CURVATURE CONCAVE TO THE SOUTH HAVING A RADIUS OF 846.72 FEET; THENCE SOUTHEASTERLY ALONG SAID SOUTHERLY MARGIN AND SAID CURVE THROUGH AN ARC OF 05'31'13", AN ARC LENGTH OF 81.58 FEET; THENCE SOUTH 65.13 '40" EAST, ALONG SAID SOUTHERLY MARGIN 60.19 FEET TO A POINT OF NON-TANGENT CURVATURE FROM WHICH THE RADIUS POINT BEARS SOUTH 41'51'56" WEST; THENCE SOUTHEASTERLY, 70 FEET ALONG THE ARC OF A 256.48 FOOT RADIUS CURVE CONCAVE TO THE SOUTHWEST THROUGH A CENTRAL ANGLE OF 15'38 '13" TO SAID WESTERLY MARGIN; THENcE SOUTH 32'29 '51" EAST ALONG SAID WEST MARGIN OF STEEL HILL ROAD 83. 38 FEET TO THE TRUE POINT OF BEGINNING AND TERMINUS OF THIS EXCEPTION DESCRIPTION. 06/24 '98 10:04 ID:JSC NTA LAW FAX:770-469- PAGE 12 SCHEDULE A EXCEPT THOSE PORTIONS AS CONTAINED IN PARTIAL RELEASE RECORDED UNDER KING COUNTY RECORDING NO. 9007160059; AND EXCEPT ANY PORTION THEREOF LYING EASTERLY OF THE CENTERLINE OF CHARLES MONSTER ROAD AS VACATED BY ORDINANCE NO. 4123 OF THE CITY OF RENTON AND RECORDED UNDER RECORDING NO. 8803070674, RECORDS OF SAID COUNTY. SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. 1 06.2.4 '98 10:04 ID:JSC AT TA LAW FAX:770-469-6 PAGE 13 \\ ]sc9673 SCHEDULE B EXCEPTIONS FROM COVERAGE PART THIS POLICY DOES NOT INSURE AGAINST LOSS OR DAMAGE (AND WILL NOT PAY COSTS, ATTORNEYS ' FEES OF EXPENSES) WHICH ARCOMP ISE By REASON OF: 1. 1996 TAXES A LIEN NOT YET DUE AND PAYABLE. 2 TERM LOAN AND REVOLVING CREDIT DEED OF TRUST, ASSIGNMENT OF RENTS, SECURITY AGREEMENT AND FIXTURE FILING BY CONTAINER CORPORATION OF AMERICA TO FIRST AMERICAN TITLE INSURANCE COMPANY, TRUSTEE FOR CHEMICAL BANK, COLLATERAL BENEFICIARY DATED AS OF MAY 11, 1994, FILED FOR RECORD AGENT, 1994 AS RECORDING NO. 9405131454 . MAY 13 , 3 . SURVEY MADE BY MICHAEL G. MICKIEWICZ, P .L.S. DATED NOVEMBER 30, 1989 LAST REVISED AUGUST 26, 1992 AND SURVEY AFFIDAVIT LAST REVISED MAY 2, 1996 SHOWS RECERTIFIED GY THE FOLLOWING: A. TWENTY FOOT (20 ' ) EASEMENT TO KING COUNTY LOCATED IN THE NORTHERLY PORTION OF PREMISES. ASPHALT DRIVE ENCROACHED INTO SAID EASEMENT AREA. B. UTILITY EASEMENT TO THE CITY OF RENTON LO NORTHEASTERLY PORTION OF THE PREMISES- GATED IN THE C. FIFTEEN FOOT (15 ' ) EASEMENT TO PUGET SOUND POWER LIGHT COMPANY LOCATED IN THE NORTHEASTERLY PORTION OF THE PREMISES. D. TWENTY FOOT (20 ' ) UTILITY EASEMENT TO CITY OF SEATTLE LOCATED ON THE WESTERLY PORTION OF PREMISES. E. RAILROAD TRACKS ENTER UPON AND CROSS OVER THE SUBJECT PREMISES. F. WATER VAULTS, FIRE HYDRANTS, FIRE CONNECTION VALVES MANHOLES, POWER POLES, LIGHT POLES, MARKERS, CATCH BASINS AND GAS METER OCAT DO UPONCABLE AND ACROSS SUBJECT PREMISES. 4 . . EASEMENT AND CONDITIONS CONTAINED IN DOCUMENT: RECORDED: MAY 13 , 1905 RECORDING NO. : 337821 FOR: WATER PIPES AFFECTS . THE LEGAL DESCRIPTION CONTAINED IN SAID NOT SUFFICIENT TO DETERMINE ITS EXACT LOCATION WITHINMSAID PREMISES. 06/24 '98 10:04 ID:JSC A TA LAW FAX:770-469-64111 PAGE 14 j9C9673 SCHEDULE B EXCEPTIONS FROM COVERAGE PART I - CONTINUED 5 . RESERVATIONS CONTAINED IN DEED FROM THE STATE OF WASHINGTON RECORDED UNDER RECORDING NO. 786074, RESERVING TO THE GRANTOR ALL OIL, GASES, COAL, ORES, MINERALS, FOSSILS, ETC. , AND THE RIGHT OF ENTRY FOR OPENING, DEVELOPING AND WORKING THE SAME AND PROVIDING THAT ALL SUCH RIGHTS SHALL NOT BE EXERCISED UNTIL PROVISION HAS BEEN FOR FULL PAYMENT OF ALL DAMAGES SUSTAINED BY REASON OF SUCH ENTRY, RIGHT TO THE STATE OF WASHINGTON OR ITS SUCCESSORS, SUBJECT TO PAYMENT OF COMPENSATION THEREFORE TO ACQUIRE RIGHTS OF WAY FOR PRIVATE RAILROADS, SKID ROADS, FLUMES, CANALS, WATER COURSES OR. OTHER EASEMENTS FOR TRANSPORTING AND MOVING TIMBER, STONE, MINERALS AND OTHER PRODUCTS FROM THIS AND OTHER PROPERTY, AS RESERVED IN DEED REFERRED TO ABOVE. 6 . EASEMENT ,AND CONDITIONS CONTAINED IN DOCUMENT: RECORDED: SEPTEMBER 19, 1961 RECORDING NO. : 5331102 IN FAVOR OF: CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD COMPANY, ET AL FOR: AN INDUSTRIAL TRACK OR TRACKS AFFECTS: A PORTION OF SAID PREMISES 7 . EASEMENT AND CONDITIONS CONTAINED IN DOCUMENT: RECORDED: JANUARY 26, 1970 RECORDING NO. : 6613113 IN FAVOR OF: KING COUNTY, WASHINGTON FOR: A WING WALL AFFECTS: A NORTHERLY PORTION OF SAID PREMISES 8 . EASEMENT AND CONDITIONS CONTAINED IN DOCUMENT: RECORDED: MAY 2, 1986 RECORDING NO. : 8605020840 IN FAVOR OF: MUNICIPALITY OF METROPOLITAN SEATTLE FOR: A SEWER INTERCEPTOR AND A DISTRICT HEATING AND COOLING SYSTEM WITH ALL CONNECTIONS, MANHOLES AND APPURTENANCES AFFECTS: A WESTERLY PORTION OF SAID PREMISES 9 . EASEMENT AND CONDITIONS CONTAINED IN DOCUMENT: RECORDED: MAY 23, 1988 RECORDING NO. : 8805230282 IN FAVOR OF: PUGET SOUND POWER AND LIGHT COMPANY 06224 '98 10:04 ID:JSC AT TA LAW FAX:770-469-61E11 PAGE 15 jsc9673 SCHEDULE B EXCEPTIONS FROM COVERAGE PART I - CONTINUED 9 . (continued) FOR: ONE OR MORE ELECTRIC TRANSMISSION AND/OR DISTRIBUTION LINES TOGETHER WITH ALL NECESSARY OR CONVENIENT APPURTENANCES AFFECTS : A PORTION OF SAID PREMISES 10 . EASEMENT AND CONDITIONS CONTAINED IN DOCUMENT: RECORDED: JUNE 28, 1990 RECORDING NO. : 9006281428 FOR: RECIPROCAL ACCESS AND UTILITY EASEMENT AFFECTS: AS CONSTRUCTED SAID EASEMENT CONTAINS A PROVISION FOR BEARING EQUAL COST OF MAINTENANCE, REPAIR OR RECONSTRUCTION BY THE COMMON USERS. 11. EASEMENT AND CONDITIONS CONTAINED IN DOCUMENT: RECORDED: JUNE 28, 1990 RECORDING NO. : 9006281429 FOR: RAILROAD SPUR EASEMENT AFFECTS; AS CONSTRUCTED AND DESCRIBED IN SAID INSTRUMENT SAID EASEMENT CONTAINS A PROVISION FOR BEARING EQUAL COST OF MAINTENANCE, REPAIR OR RECONSTRUCTION BY THE COMMON USERS, 12 . EASEMENT AND CONDITIONS CONTAINED IN DOCUMENT; RECORDED: JUNE 28, 1990 RECORDING NO. : 9006281430 FOR: RECIPROCAL, EASEMENT FOR NONBUILDABLE AREA AND EMERGENCY VEHICLE ACCESS AFFECTS: AS CONSTRUCTED AND DESCRIBED IN SAID INSTRUMENT SAID EASEMENT CONTAINS A PROVISION FOR BEARING EQUAL COST OF MAINTENANCE, REPAIR OR RECONSTRUCTION BY THE COMMON USERS. 13 . COVENANTS, CONDITIONS, RESTRICTIONS AND/OR EASEMENTS IN DECLARATION: RECORDED: JUNE 28, 1990 RECORDING NO (S) . : 9006281431 14 . EASEMENT AND CONDITIONS CONTAINED IN DOCUMENT; RECORDED: MARCH 3, 1992 RECORDING NO.9203030205 IN FAVOR OF: CITY OF RENTON FOR: UTILITIES AFFECTS: AS CONSTRUCTED AND DESCRIBED IN-SAID INSTRUMENT • 06/24 '98 10:05 ID:JSC A TA LAW FAX:770-469-64p PAGE 16 jsc9673 SCHEDULE B EXCEPTIONS FROM COVERAGE PART I - CONTINUED 15 . EASEMENT AND CONDITIONS CONTAINED IN DOCUMENT: RECORDED: AUGUST 15, 1973 RECORDING NO. ; 7308150528 IN FAVOR OF: CITY OF RENTON FOR: PIPELINES FOR THE TRANSPORTATION OF WATER AFFECTS: A PORTION OF SAID PREMISES 16. EASEMENT AND CONDITIONS CONTAINED IN DOCUMENT: RECORDED: MARCH 14, 1979 RECORDING NO_ ; 7903140795 IN FAVOR OF: PUGET SOUND POWER AND LIGHT COMPANY FOR: AN UNDERGROUND ELECTRIC DISTRIBUTION SYSTEM WITH ALL NECESSARY OR CONVENIENT APPURTENANCES AFFECTS: A NORTHEASTERLY PORTION OF SAID PREMISES 17. EASEMENT AND CONDITIONS CONTAINED IN DOCUMENT: RECORDED: MARCH 7, 1988 RECORDING NO. : 8803070674 IN FAVOR OF: CITY OF RENTON FOR: UTILITY AND RELATED PURPOSES AFFECTS: THAT PORTION OF SAID PREMISES LYING WITHIN VACATED MONSTER ROAD AS VACATED 8Y CITY OF RENTON ORDINANCE NO. 4123 . y . 06/24 '98 10:05 ID:JSC F FA LAW FAX:770-469-6: PAGE 17 3ac9673 SCHEDULE B EXCEPTIONS FROM COVERAGE PART II IN ADDITION TO THE MATTERS SET FORTH IN PART I OF THIS SCHEDULE, THE TITLE TO THE ESTATE OR INTEREST IN THE IUD DESCRIBED OR REFERRED TO IN SCHEDULE C IS SUBJECT TO THE FOLLOWING MATTERS, IF ANY TO BE SHOWN, BUT THE COMPANY INSURES THAT SUCH MATTERS ARE SUBORDINATE TO THE LIEN OR CHARGE OF THE INSURED MORTGAGE UPON SAID ESTATE OR INTEREST: NONE 06/24 '98 10:05 ID:JSC eTA LAW FAX:770-469-60 PAGE 18 jsc9573 First American Title Insurance Company ADDRESS ENDORSEMENT Attached to Policy No. 117098 Issued By First American Title Insurance Company The Company assures the Insured that at the Date of this Policy there is located on said land a plant known as 601 Monster Road, SW, Renton, Washington. The Company hereby insures the Insured against loss which said Insured shall sustain in the event that the assurance herein shall prove to be incorrect . The total liability of the Company under said policy and any endorsement therein shall not exceed, in the aggregate, the face amount of said policy and costs which the Company is obligated under the conditions and stipulations thereof to pay. This endorsement is made a part of said policy and is subject to the schedules, conditions and stipulations therein, except as modified by the provisions hereof. First Am rican Title Insurance Company By: Qo t orized S ar 06/24 '98 10:05 ID:JSC TA LAW FAX:770-469-6 9 PAGE 19 j$C9673 First American Title Insurance Company LAND SAME AS SURVEY ENDORSEMENT Attached to Policy No. 117098 Issued By First American Title Insurance Company The Company assures, the Insured that said land is the same as that delineated on the plat of a survey made by Michael G. Mickiewicz last revised August 26, 1992 and recertified by Survey Affidavit last revised May 2, 1996 . The Company hereby insures said Assured against loss which said Assured shall sustain in the event that the assurance herein shall prove to be incorrect. The total liability of the Company under said policy and any endorsement therein shall not exceed, in the aggregate, the face amount of said policy and costs which the Company is obligated under the conditions and stipulations thereof to pay. This endorsement is made a part of said policy and is subject to the schedules, conditions and stipulations therein except as modified by the provisions hereof. First •rican Title Insurance Company • A •uthoriz 06i24 '98 10:05 ID:JSC FT' ""TA LAW FAX:770-469-6: PAGE 20 jsc9673 First American Title Insurance Company • • LAND ABUTS STREET ENDORSEMENT Attached to Policy No. 117098 Issued By First American Title Insurance Company The Company hereby assures the Insured That said land abuts upon a physically open public street known as Monster Road; and the Company hereby insures said Assured against loss which said Assured shall sustain in the event said assurance herein shall prove to be incorrect. The total liability of the Company under said policy and any endorsements therein shall not exceed, in the aggregate, the face amount of said policy and costs which the Company is obligated under the conditions and stipulations thereof to pay. This endorsement is made a party of said policy and is subject to the Schedules and the Conditions and Stipulations therein except, as modified by the provisions hereof . First A erican Title Insurance Company • / By: *IJI Author zeiS ,,! CIlrA Form 103 . ALTA or CLTA - Owner or Lender - Land Abuts Street 0tS/24 '98 10:05 I D:JSC I T' '1-FA LAW FAX:770-469-6 PAGE 21 jsc9673 First American Title Insurance Company ADDRESS ENDORSEMENT Attached to Policy No. 117098 Issued By First American Title Insurance Company The Company assures the Insured that at the date of this policy there is located on said land A COMMERCIAL BUILDING known as 601 MONSTER ROAD RENTON, WASHINGTON 98055 The Company hereby insures the Insured against loss which said Insured shall sustain in the event that the assurance herein shall prove to be incorrect . The total liability of the Company under said policy and any endorsement therein shall not exceed, in the aggregate, the face amount of said policy and costs which the Company is obligated under the conditions and stipulations thereof to pay. This endorsement is made a part of said policy and is subject to the schedules, conditions and stipulations therein, except as modified by the provisions hereof. First A . erican Title Insurance Company .#14A By: di aim thorized ' gn. o -1411411111114 CITY OF RENTON CITY TREASURER REG/RCPT : 02 32197 C:06-29-1998 CASHIER ID : T 02:30 pm A:06-29-1998 5001 BLDG PERMITS/CML/ $577.00 000. 000. 00. 322. 10. 00. 000011 5035 PLAN CHECKING FEE $375.05 000. 000. 00. 345. 83. 00. 000000 5042 CODE FEE FEES $4. 50 000. 000. 00. 237. 09. 00. 000000 4033 STORM WTR INSP W/ $50.00 401. 000. 00. 34 3. 90. 00. 000003 5010 ENVIRO REVIEW FEE $200.00 000. 000. 00. 345.81.00. 000007 i 5020 SITE PLAN APPROVA $1,000.00 000. 000. 00. 345. 81.00. 000017 7055 POSTAGE $12. 16 000. 000. 05. 519. 90. 42. 000001 TOTAL DUE $2, 218.71 RECEIVED FROM: ELAND BLDG-LIMITED PARTNERSHIP CASH $7.00 CHECK $2, 212. 16 TOTAL TENDERED $2,219. 16 CHANGE DUE $0. 45 VRale 111111111111111111111 11111111111111111111111 I6 PACIFIC SID ELAND DISTRIBUTION FACILITY PARKING LOT EXPANSION STORM DRAINAGE REPORT For GRADING PERMIT APPLICATION For Jack Bennett, Inc. 927 North Northlake Way — Suite 100 Seattle, Washington 98103 Phone (206) 632-6070 Contact: Jack R. Bennett • . GI June 12, 1998 JUM 2 9 `J:.3 RECEIVED Prepared by: W&H Pacific, Inc. 3025 — 112th Avenue Northeast — Suite 100 P.O. Box C-97304 Bellevue, Washington 98009-9304 Phone: (425) 827-0220 Contact: Scott Sherrow, P.E. SID ELAND DISTRIBUTION FACILITY PARKING LOT EXPANSION STORM DRAINAGE REPORT For GRADING PERMIT APPLICATION Client: • Jack Bennett, Inc. 927 North Northlake Way — Suite 100 Seattle, Washington 98103 Phone (206) 632-6070 - Contact: Jack R. Bennett (9 of wnsy, 4 � � 4 -'14.1, ° Engineer: 25808 6 1, - r_$ W&H Pacific, Inc. o '�� r E° 3025 — 112th Avenue Northeast — Suite 100 slpyAL G P.O. Box C-97304 Bellevue, Washington 98009-9304 [0CPIRE5 7-. L/-. 78 I Phone: (425) 827-0220 Contact: Scott Sherrow, P.E. Table of Contents Page TABLE OF CONTENTS SECTION Site Overview 1 Objective 1 Existing Conditions 1 Proposed Conditions 3 Hydrologic Analysis 5 Downstream Analysis 5 LIST OF FIGURES Vicinity Map Figure 1 Location Plan Figure 2 Site Plan Figure 3 Area Tabulation Figure 4 Site Photo Figure 5 APPENDICES Stormwater Runoff Calculations Appendix A Conveyance System Calculations Appendix B Wetland Storage Calculations by Bush, Roed & Hitchings, Inc., April 1991 Appendix C TIR by Bush, Roed &Hitchings, Inc., June 1994 Appendix D Kill Pacific,Inc. Storm Drainage Report/Sid Eland Parking Lot Expansion IlbellevuelldatalPROJEC71139602011WORDISID RPTC.DOC i June 11, /998 STORM DRAINAGE REPORT Site Overview The proposed Sid Eland Distribution facilities expansion project is located on undeveloped land located off the northeast corner of the site and is approximately 0.5 acres in size. The Sid Eland Distribution Facilities is located at 555 Monster Road, Renton Washington and is situated north of the Interstate 405 Freeway and east of the Interstate 5 Freeway. The parcel abuts Monster Road to the north, and private property to the east and west. A regional stormwater detention facility is located to the south side of the parcel which serves the 5+- parcel industrial complex. Please see Figures 1 and 3. The topography appears to naturally slope at an average of about three percent downward from the southwest portion of the project site to the northeast corner. The majority of the site is unpaved and vegetated, mainly with scrub brush and heavy undergrowth. Impervious surfaces within the project area include asphalt parking and an access driveway. Sid Eland proposes to construct an additional 22 parking stalls in the vicinity of the 20 stalls located on the Jefferson Smurfit parcel, Parcel 1, and to adjust the sites parcel boundary to include the reconfigured parking area into the Sid Eland parcel, Parcel 2, by a Lot Line adjustment or other methods to ensure property usage. No other improvements are proposed to the existing building structure or site other than making the necessary storm connection. Please see Figures 2 and 5. Objective This report addresses the proposed storm drainage system issues associated with proposed improvements to the existing site. The methods used to evaluate the proposed storm drain system needs of the site are in accordance with the City of Renton Utility Codes, the King County Surface Water Design Manual (KCSWDM) and the Washington State Department of Ecology (DOE) Storm Water Management Manual for the Puget Sound Basin(The Technical Manual). Existing Conditions The existing Sid Eland Distribution facility is comprised of a 210,577 square feet of building and approximately 152,688 square feet of asphalt paving area. The abutting driveway and parking area shared by the Jefferson Smurfit parcel adds an additional 6,670 square feet of impervious area. Refer to Figure 4 for Area Tabulation. W&H Pacific,Inc. Storm Drainage Report/Sid Eland Parking Lot Expansion IlbellevuelldatalPROJEC71139602011WORDISID_RPTC.DOC 1 June 11,1998 Storm Drainage Report The site is served by an existing storm water collection and conveyance system and a storm water detention and water quality treatment facility. Soils on the site are a mixture of Woodinville, Puget, Puyallup and Beau site. The majority of the soil consists of Woodinville, which is part of the hydrologic group "D". The Bush, Roed & Hitchings Wetland Storage Calculations for the Bruce Blume Distribution Facility and the Technical Information Report for the Plumbers and Pipefitters Regional Storm Water Retention Facility were used to evaluate the exiting storm system design and performance criteria. Refer to the 1990 copy of Wetland Storage Calculations for Distribution Facility for Bruce Blume, Oakesdale Avenue Southwest and Monster Road, Renton, Washington, and the 1994 copy of Technical Information Report for Plumbers and Pipefitters Regional Stormwater Retention Facility, both prepared by Bush, Roed & Hitchings, Inc (BR&H) and attached to this report. Storm water runoff from the current site improvements is conveyed to an existing storm drainage piping system, which drains to an existing pond located behind the south side of the Sid Eland Distribution Facility. This pond serves as a regional detention facility for the 5+- parcel industrial complex drainage basin. Storm water treatment is provided by an existing four-foot wide, 200-foot long grass lined swale and U.V.C. oil/water separator located just south of the building complex and upstream of the existing pond. The existing pond is served by a pump discharge system to control the pond water level. Review of the hydraulic design calculation by Bush, Roed & Hitchings indicates the peak discharge rate from the pond was designed to be equal to 50 percent of the existing 2-year, 24-hour storm. The pump control system was set to maintain a pond elevation level at elevation 11.0. Pumped storm water is conveyed to a force main which outfall into the P-1 channel just upstream from its confluence with the Green River. A monitoring system was installed at the river to automatically shut the pump system off when the river is flowing at the 12,000 cfs level, as required by the Green River Flood Control Zone District. W&H Pacific,Inc. Storm Drainage Report/Sid Eland Parking Lot Expansion Ilbellevue1Idata.PROJEC71/39602011WORDISID_RPTC.DOC 2 June 11. 1998 Storm Drainage Report The Federal Emergency Management Agency indicates that the site is located in a flood zone, designation AH with a 100-year flood elevation of 19.0 for the Green River. Proposed Conditions Storm water runoff from the parking lot will be conveyed to the existing storm water conveyance system, which drains to the existing pond located behind the south side of the Eland Distribution Facility. A turned down elbow will be provided in the new storm drain catch basin to facility oil and water separation. The design conditions documented in the BR&H calculations were used as the existing site conditions. For example, basin input rate data, basin travel times, etc. Hydrographs were developed for both the existing site conditions and for the existing site including the expanded parking lot area. The Hydrographs were compared to estimate the additional storm water runoff volumes and peak flows created by the additional paving. The following table shows the results for the 100-year, 24-hour storm event: 100-Yr, 24-Hr Storage Volume Peak Flow Rate Delta Delta (cfs) (Acre-Feet) Existing Site 23.71 10.83 Proposed Site 23.89 10.90 Delta 0.18 0.07 W&HPacific,Inc. Storm Drainage Report/Sid Eland Parking Lot Expansion Ilbellevue1IdatalPROJEC7113960?OIIWORDISID_RPTC.DOC 3 June 11, 1998 Storm Drainage Report Peak Flows There is negligible increase in the peak runoff rate for the 100- year, 24-hour duration storm event. We have estimated the increase in runoff for the 100 year storm event to be 0.18 cfs. This is below the threshold 0.5 cfs which would require on-site peak rate runoff control for the 100 year storm event per KC Storm water Manual Core Requirement number 3, therefore the site is exempt from on-site peak rate runoff. To understand how the existing system will operate, we evaluated the existing system's performance by routing the 100 year storm event though the existing detention pond and pump outflow device. We found a 0.02 foot change to the detention pond's peak stage elevation as a result of the new asphalt paving. We feel, and consistent with the methodology outlined in the KCSWDM the increased flow and volume produced by the one-half acre of new paving will not significantly affect the performance of the existing storm drainage system. Existing Detention System Assumptions The pond and discharge system was designed to release at 3.90 cfs for the 10-year, 24-hour storm and above. The pond is assumed to have a static water level at elevation 10.5 feet. The peak stage within the pond for the 100-year, 24-hour storm event is 12.17 feet. For a one-foot, increase in pond elevation, the volume of the pond increases 4.77 acre-feet from elevation 12.0 to 13.0 feet. Extending the pond to elevation 19.0 feet results in a total volume of 53.5 acre-feet. Conveyance System The original on-site conveyance system was designed with storm drain pipes flowing 80 to 90% capacity. The added drainage flows will not adversely affect the performance of the existing storm drainage system. An eight-inch storm drain and catch basin are proposed to collect and convey the 0.18 cfs of storm water produced by the new paving(sizing calculations are attached). W&H Pacific,Inc. Storm Drainage Report/Sid Eland Parking Lot Expansion IlbellevuelldatalPROJEC71139602011WORDISID_RPTC.DOC 4 June 11, 1998 Storm Drainage Report Water Quality Existing grass lined biofiltration swales and oil separators were constructed as part of the original storm drainage conveyance system upstream of the regional stormwater retention facility. Also a turned down elbow will be installed in the new catch basin to assist in the separation of oil and grease from surface water flows. Hydrologic Analysis The criteria for evaluating the the detention pond performance was collected from the BR&H drainage report. A hydrologic model was recreated for the site using the Santa Barbara Urban Hydrograph (SBUH) method of analysis. The runoff estimates were determined by utilizing the software WaterWorks rel. 6 by Engenious Systems. All design/computer calculations and supporting reference material for the pond size verification are included in the Appendix. Downstream Analysis Runoff from this site will enter an existing storm water detention pond and will be pumped and discharged into the P-1 channel upstream from its confluence with the Green River. See the reports prepared by BR&H as referenced in this report. No additional study was performed for the downstream conditions of the Green River. W&H Pacific,Inc. Storm Drainage Report/Sid Eland Parking Lot Expansion IlbellevuelldatalPROJEC71139602011WORDISID_RPTC.DOC 5 June 11. 1998 i Figures Figure 1 Vicinity Map 1 1 • .754 %� l' \ .;. \s USN ST • 'e ♦'ti5 '�'•.'• '\•r =i FS.t1.MN� :I . ... , ^ 1. t. CIB j�Q/S�(� ` y �� \, 5 NMTM•. s ! ��4�� ,, 40:.." S1 : - �J ir.1�. 1\ I M1 ;- R� \ ( f KM _ .`z. rSI 12r5M n N 1 . 6" .• J. $, % sr i— . ! 7G .t 12 /.9 •PO r 1 l:—, n Oa. -�: • S! `� 3' S 117TN o a;" '< '%t{ �Q�i i� ` -_"_ A • ;a S 1?yT ` \•r��+c--- , s 4.t 128TH ST < 128TH12 ST tom, t W �`� N z 6800 :nl 1 . In S 1 \�� (• �� ST %',�'.. �� j.S'129TH�•'P`}� S 129TH ST }'<I qF 8200 42. T �Q� 9 `t \ ,1 �i =:t.,0, , ma S<.l]OTM 'I' fT n1 \\\ \oy y)l T•. 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(...4 i 1 13 O \ a file4./ N. / CD \\if o CD K , �;. -0- c N \ rrl Ali \ \Ay • I '44S. i tc `i) JACK BENNETT m :DESIGNER KKW N DRAWN MDC SID ELAND PK'G LOT EXPANSION LOCATION MAP W&H PACIF [ C CHECKED BY: RENTON WASHINGTON BED WA eE 80 4 s304 SCALE: PROJECT NO. FILE NAME: WWW.WHPACIF7C.COM APPROVED BY: TEL: (425)827-0220 FAX: (425 322-6341 1=1 3. 1396.0201 LSEPEX02.D WG planning • Engineering • Surveying • Landscape A hitecture LAST EDIT: MDC 6-11-98 PLOT DATE: 6- 11-98 Figure 3 Site Map �'• ti $EC71QW8,_.T231w � ,_• . S. 14 3 R l3 ,n • N 74°13'19"E• ' -"--- Via•"`•" _' _=_=___� —' -- '- - - f� C! NO 5ooeze,'ai lCM90) u in 3 p.$•49 23 -�•.,� 47.60 �. - i5 T -; eLE HECK I ..• ?.4 v R= 667. 96 '`• �•�-� / AC. PaT _ b9 fi , '. AD a.0 OR1 Y4 //' AL E ASS'EMB:.P6T___ ---_ cv u _ _ :v �• 1 •� DRIVE . P -- -•"1_ _—.-.. /i •E j �� Na3.41'02 �� —W— • 1 `}M.41111 N a' 1yr• r_ ! 1 Y•t -"'T r' `` 20 PARKWG SPACES , ! •1 , - / I T,—f d = /' �,, 0,..WWA i','�s'sr:�' I -6'c.c. 23 PARKINGPSPACES I I PA `a5P / •1i I I W; 2 DUMEST:C IiNE 1S'WATER E 45Eu w .J ,} ? a g•C.C. ,..••20 M^^• ',/� „ ( R[t NEC N,9?OGC 6099 a; _ O,,,1 .1 .• CHI ' 2 IV,I a+ e.9006281435 i 1 OO ,r= _ SO-----'--; T Is'aDS :(i i!. 1 1 a0o C3 • �'- O`a AC l IN GOOD CONDITIONI,' r �" -� • r /% •��P / i a 9t PARKING SPACES is f0 PARKIN64PAC£S ;I I ' ~ \ / U Ai \\ � —15'WATER EASEMENT �O f Pliri } '%•'" ��'•� REC.NO 9/06060995 " / POD ` ` / 3! 11 \ l :"/��' / b 900E261435 / I /� 1,.. .. -I � ;,: • • � 4y !��e;\ ViN4.. ,,,. k H• 1,,••':�.. wartR ---- ..,,,, 1 V,.. / VALVE CHAMBER I —�.„. 1' ( r. / _ `�'° ^� ill O•-_' t0'ADS--..-_--..- o ` �,+' :JF 5G'I NtiRESi, EGR;_55____ , ( . O 0',, l2 nos.. • w'ADs - ✓t N �� / I r :�w. ti. �.- ! zIO)WO u 1 8 UTILIT 30'i EASE, E.SR �_,l �Y I y� L ./' !OREC.ND.90062914?6 �_i (! te Y ( C Ga m '/ /'� u 7 PROPOSED PARKIN ,._ �^ 1 CM C4 CO C4 • • Il� 1 /' LOT EXPANSION ' W° • o° C I E.Y. LJ J A C tl i I 1�_H*c .DRIVE x...• • : I • :1 j a f HE ONCS- (i 1NG BUILDING �<<` + Z Z SID ELAND, INC• (EXIS1 ) ! . __1..__ o l: II _ • DISTRIBUTION CENTER 1 O i .. i .T ! G •,' I�� i 60'NON r(LDAAetE ROAD !1 x". $ _ ' 0 S' EMERGENCY ACCESS EASEMENT 593 MONSTER I v, _ I � z 1�) � REC.. 91/0Y070S 01 C.S_I N .. 1- Yj T O 1 E\I (J!f 70'RA!LROAD SPUR /-Y'�?'._j �-�n LLJ X '` \i ' EASEMENT REC. NO - 'r-'F- ' 1 E� • o� 5331102 I� iN ,� s I $ ' I ii i 1 Q 2 Imo' -\ i- Z--20'METRO SEWER EASEMENT I I ! • W X�3 NEC. NO.8005020640 20•SE'.YCR EaSE ME NT.-. 1 It`d \' : REC.NO 5203G30206 (!.f !Y I4 I\\ \ ',1.1k; U.1 Q 0 n r^'-,:,..\\,‘,,,, _ u Sii � , I O cfl q p r--- q'? 1 l • A.0 DR ivE s I 12. .._..-._yy__._._—.__._ „.. .. A C. \ ` : ErC.W WITH 3'HIGH C.L.FENCE.-. t 1 1 v'• : K i U 0) Q .,1 t 3, IS'WATER EASEMENT-"'/ PI�/ <V fv� NECN0.91 0 6 0 6 0595 u ifa�� C ! I - W J\ M� 1 �! 1 .1 P is Y b9006201495 r�t END OF- ',I J i Fnr-! !'[ I O ^ F- • \N `\\\ • ' ENO OF-''�•I �,.r�<` ....-.�„( (i-• J ...'I i O{ I \\\ - /' I. O/W SE VARA70R^\ L-___.. yy _ . \ 1a•, •\I.t WATER ` POND N D • .. .._:____:2.._ -- £ ''1� 2i'MS OUTIE(_.-�"� 60' EMERGENCt guaC LE - 1 11 V / ACCESS EASEM•NY,REC. 1•S©: 3:, .. 1 �'. IA t\ � l _..: I I I' '., ....12 ADS NO-5006281°30--._._... -. :45: ! ` ? \��.\��` ,f' C 5 w.'�1'VC' C.3. I I! �� i2'aG5 �f-.:;_T e' i i Q ': � �t\ 'VP'24 �.+�2WADS-----=':='==10"—,1 _':[� 380.28 I it \ yam= �zkAns 2,ADs , ! 88°03'09`W . ..��5 ' \i.„ t �j—._.. -OIW`�EPARATOR �•..� ,S 15I Z \ V` �'r l"\ I 1 RI G000 EoTENT,ON I II' •' PROPERTY LINE II .�.- ..- - ' / i RA,L ROAD SPUR E•SEMEENT--------•• "r " "" 1 0 •• p zQ G1 �� co , \ \` /' `_ REC. NO 9oor26i429 r^ L�1 Z (J\ g[4 •f `� 1\x \ \ • _ CC cr) 4 312 PARKING ANALYSIS i f ,` --`0'C.C. Qil ;4 PONO ON-9TE OFF-SITE iv�`' 2, /O EXISTING PARKING iJi 20 • p=8 00'00` •� PL PROPOSED PARKING 173 0 w L=5 7• .49 �•; • .w' . / ' REWIRED PARKING 140 !Y A 8 INTERICYt LOT LANDSCAPING: 40,346 SF 9T fN; m 0 0 1 CABLE MCI CABLE EASEMENT--""--"- �,'•T'\ C. POND o2 i CABLE LINE SNOwN-GENT°R ,/ �� \�s� ASPHALT PAVING: 152,688 SF 32X —O •A� d N'STR!P,OUTSIDE EASEMENT LINESQ o 1\\ C� W W = NOT SHOWN DUE TO CONOEST!ON F \\\F, BUILDING FOOT PRINT AREA: 210.577 SF 45x `� A z z Y o IJJ Vl REC,.NO 91102908,5 0I�'\`:,�,a�;,\� .%; U' Z POND AREA: 67,980 SF 14T O `y,\.\\ t\ W _ CC NEC. E RAILROAD SPUR EASEMENT J ; TOTAL SITE: 471,561 SF 100X SCALE REC. NO. 5331102 2 S \ `,, 4� 20 4 0 0 o < F. O \ S \. ZONE(IM) - MEDIUM INDUSTRIAL (F]ET SHE T W ��\ \ .--US SPRINT LINE ITCI en \ I, Figure 4 Area Tabulation CITY OF RENTON DEVELOPMENT SERVICES DIVISION AREA TABULATION EXISTING ON SITE PROPOSED ON SITE Item Description Area(SF) Area(AC) Percentage Area(SF) Area(AC) Percentage 1 Interior Parking Lot Landscaping 40,316 0.93 9% 40,316 0.93 9% 2 Asphalt Paving 152,688 3.51 32% 152,688 3.51 32% 3 Building Foot Print Area 210,577 4.83 45% 210,577 4.83 45% 4 Pond Area 67,980 1.56 14% 67,980 1.56 14% Totals 471,561 10.83 100% 471,561 10.83 100% EXISTING OFF SITE PROPOSED OFF SITE Item Description Area(SF) Area(AC) Percentage Area(SF) Area(AC) Percentage 5 Interior Parking Lot Landscaping 17,460 0.40 72% 7,056 0.16 29% 6 Asphalt Paving 6,670 0.15 28% 17,074 0.39 71% 7 Building Foot Print Area 0 0.00 0% 0 0.00 0% 8 Pond Area 0 0.00 0% 0 0.00 0% Totals 24,130 0.55 100% 24,130 0.55 100% EXISTING ON AND OFF SITE PROPOSED ON AND OFF SITE Item Description Area(SF) Area(AC) Percentage Area(SF) Area(AC) Percentage 9 Interior Parking Lot Landscaping 57,776 1.33 12% 47,372 1.09 10% 10 Asphalt Paving 159,358 3.66 32% 169,762 3.90 34% 11 Building Foot Print Area 210,577 4.83 42% 210,577 4.83 42% 12 Pond Area 67,980 1.56 14% 67,980 1.56 14% Totals 495,691 11.38 100% 495,691 11.38 100% Figure 5 Site Photo 119111' ti _ 6Cr --- lain llllllll llll!IH IIIWil l • , • 'gym. ` • , Appendices Appendix A Waterworks Results Waterworks Results Drainage Area: Existing Site Hyd Method: SBUH Hyd Loss Method: SCS CN Number Peak Factor: 484.00 SCS Abs: 0.20 Storm Dur 24.00 hrs Area CN TC Pervious 44.0000 ac 90.85 0.55 hrs Impervious 0.0000 ac 0.00 0.00 hrs Total 44.0000 ac Supporting Data: Pervious CN Data: pervious area 81.00 18.5000 ac impervious area 98.00 25.5000 ac TC Data: Travel Time: 33.12 min 100 yr Flow Time Volume Summary: 23.7051 cfs 8.00 hrs 471958.31 cf-10.8347 ac-ft Drainage Area: Proposed Site Hyd Method: SBUH Hyd Loss Method: SCS CN Number Peak Factor: 484.00 SCS Abs: 0.20 Storm Dur 24.00 hrs Area CN TC Pervious 44.0000 ac 91.05 0.55 hrs • Impervious 0.0000 ac 0.00 0.00 hrs Total 44.0000 ac Supporting Data: Pervious CN Data: pervious area 81.00 18.0000 ac impervious area 98.00 26.0000 ac TC Data: Travel Time: 33.12 min 100 yr Flow Time Volume Summary: 23.8869 cfs 8.00 hrs 474999.40 cf-10.9045 ac-ft Appendix B Rating Table for Circular Channel 8 Inch Storm Drain Rating Table for Circular Channel Project Description Project File untitled.fm2 Worksheet New Paving Storm Pipe Flow Element Circular Channel Method Manning's Formula Solve For Discharge Constant Data Mannings Coefficient 0.013 Channel Slope 0.002000 ft/ft Diameter 8.00 in Input Data Minimum Maximum Increment Depth 0.00 0.67 0.10 ft Rating Table Depth Discharge Velocity (ft) (cfs) (ft/s) 0.00 0.00 0.00 0.10 0.03 0.80 0.20 0.11 1.20 0.30 0.23 1.48 0.40 0.36 1.66 0.50 0.49 1.75 0.60 0.58 1.74 0.67 0.54 1.55 06/10/98 FlowMaster v5.15 11:29:24 AM Haestad Methods, Inc. 37 Brookside Road Waterbury,CT 06708 (203)755-1666 Page 1 of 1 Appendix C Wetland Storage Calculations WETLAND STORAGE CALCULATIONS FOR DISTRIBUTION FACILITY FOR BRUCE BLUME OAKESDALE AVENUE SOUTHWEST & MONSTER ROAD RENTON, WASHINGTON BY BUSH, ROED & HITCHINGS, INC. 2009 MINOR AVENUE EAST SEATTLE, WASHINGTON 98102 (206) 323-4144 REVISED AUGUST .1-0', 1990 APRIL 12 , 1990 BRH JOB NO. 89246. 04 ••i e• P...»•--...,gyp II • rn ate`'• s • Si HAL t .• -.Zen �Ca DESCRIPTION: THIS SITE IS LOCATED ON THE SOUTH SIDE OF OAKESDALE AVENUE SOUTH- WEST (SOUTH 143RD STREET) ADJACENT TO CONTAINER CORPORATION. THE RAILROAD SPUR FOR THE CONTAINER CORPORATION FACILITY ENCIRCLES THIS SITE FORMING A DIKE WITH NO OUTLET FROM THE LOW AREAS. THE RAILROAD TRACK LOW ELEVATION IS 15. 2 AND THE SITE LOW ELEVATION IS 8 . 5. THIS SITE IS AT THE BOTTOM END OF A 34 . 1 ACRE DRAINAGE BASIN CONSISTING MOSTLY OF UNDEVELOPED WOODS, BRUSH AND GRASS WITH A PORTION CONSISTING OF MANUFACTURING AND ROADWAYS. THE DRAINAGE BASIN CONSISTS OF A 13 . 6 ACRE UPPER BASIN AND A 20 . 5 ACRE LOWER BASIN CONTRIBUTING TO THE WETLANDS. THE FOLLOWING CALCULATIONS WILL SHOW THE ADDITIONAL RUNOFF CON- TRIBUTING TO THE WETLANDS AREA DUE TO THIS DEVELOPMENT FOR A 100 YEAR, 7 DAY DURATION STORM. THE INFILTRATION RATE IS BASED ON PERMEABILITY RATES FOR THIS TYPE OF SOIL. DRAINAGE BASIN AREA: 34. 1 ACRES SITE AREA: 15.7 ACRES SOIL CLASSIFICATION: WOODINVILLE SILT LOAM SOIL HYDROLOGIC GROUP: D INFILTRATION RATE: TEST 1A AT NORTH EDGE OF WETLANDS HAD AN INFILTRATION RATE OF 4 INCHES/HOUR. TEST 2A AT SOUTH EDGE OF WETLANDS HAD AN INFILTRATION RATE OF 1 INCH/HOUR. THE AVERAGE INFILTRATION RATE = 2 .5 INCHES/HOUR Im = 2 . 5/60 = 0. 0417 INCHES/MINUTE RESULTS: THE EXISTING INFLOW CONTRIBUTING TO THE WETLANDS AREA DURING A 100 YEAR STORM IS 9 . 91 CFS WITH AN INFILTRATION OUTFLOW OF 4 .74 CFS AND A MAXIMUM WATER SURFACE AT ELEVATION 10. 61. THE POST- DEVELOPED INFLOW WILL BE 11.45 CFS WITH AN INFILTRATION OUTFLOW OF 4. 18 CFS. THE POST-DEVELOPED OUTFLOW IS HIGHER THAN THE PRE- DEVELOPED OUTFLOW DUE TO THE LARGER SURFACE AREA CAUSED BY THE HIGHER WATER LEVEL. THE POST-DEVELOPED MAXIMUM WATER LEVEL AS A RESULT OF MORE IMPERVIOUS SURFACE AND THE FILLING OF A PORTION OF THE WETLAND WILL BE AT ELEVATION 11. 02 OR 0. 41 FEET HIGHER THAN THE PRE-DEVELOPED WATER LEVEL. 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E-__l_.. . u ! 1 : 1 S i 1 I • 8/20/90 Bush, Roed & Hitchings, Inc. page 1 BLUME DISTRIBUTION FACILITY — RENTON WASHINGTON WETLAND STORAGE CALCULATIONS BRH JOB NO. 89246. 04 BASIN RESULT SUMMARY BASIN VOLUME---- -RATE- ----TIME Hydrograph Area ID ---cf-- Ac-ft --cfs- -min- hours Methodology Acres DEVLB 639960 14.69 8.34 3300 55.00 SBUH Method 20.50 DEVUB 355365 8.16 4.52 3300 55.00 SBUH Method 13.60 EXLB 557696 12.80 7.02 3300 55.00 SBUH Method 20.50 EXUB 350257 8.04 4.12 3300 55.00 SBUH Method 13.60 8/20/90 Bush, Roed & Hitchings, Inc. page 2 BLUME DISTRIBUTION FACILITY - RENTON WASHINGTON WETLAND STORAGE CALCULATIONS BRH JOB NO. 89246 . 04 HYDROGRAPH SUMMARY PEAK TIME VOLUME HYD RUNOFF OF OF Contrib NUM RATE PEAK HYDRO Area cfs min. cf-AcFt Acres 1 4.082 3360 350257 cf 13 . 60 2 7.016 3300 557696 cf 20.50 3 4 .483 3360 355365 cf 13 .60 4 8.342 3300 639960 cf 20 . 50 5 9.905 3360 907953 cf 34. 10 6 11 .450 3300 995325 cf 34. 10 7 4. 741 3540 907953 cf 34. 10 8 4. 183 3540 995325 cf 34. 10 8/20/90 Bush, Roed & Hitchings, Inc. page 3 BLUME DISTRIBUTION FACILITY - RENTON WASHINGTON WETLAND STORAGE CALCULATIONS BRH JOB NO. 89246.04 STORAGE STRUCTURE LIST STORAGE LIST ID No. 1 Description: PRE-DEVELOPED STORAGE STORAGE LIST ID No. 2 Description: POST-DEVELOPED STORAGE 8/20/90 Bush, Roed & Hitchings, Inc. page 4 BLUME DISTRIBUTION FACILITY - RENTON WASHINGTON WETLAND STORAGE CALCULATIONS BRH JOB NO. 89246.04 STAGE STORAGE TABLE CUSTOM STORAGE ID No. 1 Description: PRE-DEVELOPED STORAGE STAGE <----STORAGE----> STAGE <----STORAGE----> STAGE <----STORAGE----> STAGE <----STORAGE----> (ft) ---cf--- --Ac-Ft- (ft) --cf--- --Ac-Ft- (ft) ---cf--- --Ac-Ft- (ft) ---cf--- --Ac-Ft- 8.50 0.0000 0.0000 10.00 38138 0.8755 11.50 295478 6.7832 12.50 562092 12.904 9.00 1973 0.0453 10.50 92117 2.1147 12.00 423834 9.7299 9.50 12811 0.2941 11.00 181854 4.1748 12.50 562092 12.904 8/20/90 Bush, Roed & Hitchings, Inc. page 5 BLUME DISTRIBUTION FACILITY - RENTON WASHINGTON WETLAND STORAGE CALCULATIONS BRH JOB NO. 89246.04 STAGE STORAGE TABLE CUSTOM STORAGE ID No. 2 Description: POST-DEVELOPED STORAGE STAGE <----STORAGE----> STAGE <----STORAGE----> STAGE <----STORAGE----> STAGE <----STORAGE----> (ft) ---cf--- --Ac-Ft- (ft) ---cf--- --Ac-Ft- (ft) ---cf--- --Ac-Ft- (ft) ---cf--- --Ac-Ft- 8.50 0.0000 0.0000 10.00 32427 0.7444 11.50 210797 4.8392 12.50 364814 8.3750 9.00 1973 0.0453 10.50 72963 1.6750 12.00 287233 6.5940 9.50 11983 0.2751 11.00 136935 3.1436 12.50 364814 8.3750 8/20/90 Bush, Roed & Hitchings, Inc. page 6 BLUME DISTRIBUTION FACILITY - RENTON WASHINGTON WETLAND STORAGE CALCULATIONS BRH JOB NO. 89246.04 STAGE DISCHARGE TABLE DISCHARGE LIST ID No. 5 Description: PRE-DEV. INFILTRATION REVISED STAGE <--DISCHARGE---> STAGE <--DISCHARGE---> STAGE <--DISCHARGE---> STAGE <--DISCHARGE---> (ft) ---cfs (ft) ---cfs-- ------- (ft) ---cfs-- ------- (ft) ---cfs 8.50 0.0000 9.50 0.9640 10.50 4.3610 11.50 7.0920 9.00 0.3430 10.00 2.0330 11.00 6.0720 12.00 7.7690 8/20/90 Bush, Roed & Hitchings, Inc. page 7 BLUME DISTRIBUTION FACILITY - RENTON WASHINGTON WETLAND STORAGE CALCULATIONS BRH JOB NO. 89246 . 04 STAGE DISCHARGE TABLE DISCHARGE LIST ID No. 6 Description: POST-DEV. INFILTRATION REVISED STAGE <--DISCHARGE---> STAGE <--DISCHARGE---> STAGE <--DISCHARGE---> STAGE <--DISCHARGE---> (ft) ---cfs (ft) ---cfs (ft) ---cfs (ft) ---cfs-- ------- 8.50 0.0000 9.50 0.8540 10.50 3.2500 11.50 4.3760 9.00 0.3430 10.00 1.5460 11.00 4.1730 12.00 4.4700 8/20/90 Bush, Roed & Hitchings, Inc. page 8 BLUME DISTRIBUTION FACILITY - RENTON WASHINGTON WETLAND STORAGE CALCULATIONS BRH JOB NO. 89246 . 04 ROUTING REPORT STORAGE LIST ID No. 1 Description: PRE-DEVELOPED STORAGE DISCHARGE LIST ID No. 5 Description: PRE-DEV. INFILTRATION REVISED ROUTING CURVE STAGE STORAGE OUTFLOW 0+2S STAGE STORAGE OUTFLOW 0+2S STAGE STORAGE OUTFLOW 0+25 (ft) (cf) (cfs) cfs-min (ft) (cf) (cfs) cfs-min (ft) (cf) (cfs) cfs-nin 8.50 0.0000 0.0000 0.0000 10.00 38138 2.0330 23.221 9.00 1973 0.3430 1.4391 10.50 92117 4.3610 55.537 9.50 12811 0.9640 8.0812 11.00 181854 6.0720 107.10 8/20/90 Bush, Roed & Hitchings, Inc. page 9 BLUME DISTRIBUTION FACILITY - RENTON WASHINGTON WETLAND STORAGE CALCULATIONS BRH JOB NO. 89246.04 LEVEL POOL ROUTING TABLE PRE-DEVELOPED MATCH Q (cfs) 9 . 91 INFLOW Q (cfs) : 9 . 91 PEAK STAGE (ft) : 10. 61 PEAK OUTFLOW 4 . 74 PEAK TIME: 3540 . 00 min. INFLOW HYD No. : 5 OUTFLOW HYD No. : 7 LEVEL POOL ROUTING TABLE I1 I2 2S1 SUM 01 02+2S2 STAGE TIME < cfs min > (ft) (min) 0 . 0000 0 . 0006 0.0000 0. 0006 0 .0000 0 .0006 8. 50 180 . 00 0 .0006 0 . 0063 0.0004 0 . 0073 0 .0001 0. 0072 8 .50 240 .00 0 .0063 0 . 0236 0. 0055 0. 0354 0 . 0017 0 .0337 8 . 50 300 .00 0. 0236 0 .0452 0 . 0257 0.0945 0.0080 0. 0865 8. 51 360. 00 0. 0452 0 . 0623 0. 0659 0. 1734 0 . 0206 0 . 1528 . 8 .53 420. 00 0.0623 0 . 0761 0.1164 0. 2548 0.0364 0. 2183 8 . 55 480. 00 0. 0761 0 . 0875 0.1663 0 . 3299 0 . 0520 0. 2778 8.58 540 .00 0. 0875 0.0969 0.2116 0. 3960 0.0662 0. 3298 8 .60 600. 00 0 . 0969 0 . 1048 0. 2512 0. 4529 0. 0786 0 . 3743 8.61 660. 00 0.1048 0 .1115 0.2851 0.5015 0. 0892 0.4122 8. 63 720.00 0 .1115 0 .1199 0. 3140 0 .5455 0 . 0983 0.4472 8 . 64 780.00 0.1199 0. 1438 0.3406 0. 6044 0.1066 0.4978 8. 66 840.00 0. 1438 0.1780 0. 3791 0.7010 0.1186 0 .5824 8 . 67 900 . 00 0 .1780 0 . 2106 0.4436 0. 8322 0. 1388 0.6934 8 . 70 960.00 0 . 2106 0 . 2434 0. 5282 0 . 9822 0. 1653 0.8169 8 . 74 1020. 00 0 .2434 0. 2738 0. 6222 1 . 1394 0 . 1947 0 . 9447 8 .78 1080.00 0 .2738 0. 3023 0. 7195 1 . 2956 0. 2252 1 . 0704 8 . 83 1140 .00 0. 3023 0. 3500 0.8153 1 . 4676 0. 2551 1. 2125 8 . 87 1200.00 0 . 3500 0 . 4142 0.9235 1 . 6877 0 . 2890 1 . 3987 8 . 92 1260 . 00 0. 4142 0. 4600 1 .0653 1. 9395 0 . 3334 1. 6061 8 . 99 1320.00 0 . 4600 0. 4904 1. 2475 2 .1979 0 . 3586 1 . 8393 9 .01 1380 .00 0 .4904 0.5198 1.4589 2 .4691 0.3804 2.0886 9 . 03 1440.00 0. 5198 0. 5494 1 .6849 2 . 7541 0. 4037 2. 3504 9.05 1500 . 00 0.5494 0 . 5823 1 . 9222 3 . 0539 0.4282 2 .6257 9 .07 1560 . 00 0 .5823 0 . 6589 2. 1718 3 . 4130 0.4539 2 . 9591 9 . 09 1620. 00 0 . 6589 0. 7547 2. 4740 3 . 8876 0.4851 3 .4025 9. 11 1680 .00 0. 7547 0 . 8113 2. 8760 4 . 4420 0. 5266 3 .9154 9. 15 1740.00 0.8113 0 .8507 3 . 3409 5.0029 0.5745 4 .4284 9 . 19 1800. 00 0.8507 0. 8886 3 . 8059 5.5452 0 . 6225 4 .9227 9 . 23 1860.00 0 . 8886 0 . 9246 4 .2540 6 .0671 0. 6687 5 . 3984 9. 26 1920.00 0. 9246 0. 9588 4 . 6853 6 . 5686 0.7132 5.8554 9 . 30 1980. 00 0.9588 1 .0557 5.0995 7. 1139 0. 7559 6. 3580 9. 33 2040.00 1 .0557 1.1776 5.5551 7. 7884 0.8029 6.9855 9. 37 2100 . 00 1 .1776 1 . 2378 6.1239 8.5393 0. 8616 7.6777 9.42 2160.00 1 . 2378 1 . 2746 6.7515 9. 2639 0.9263 8 . 3376 9 . 47 2220. 00 1 .2746 1 . 3103 7. 3555 9.9404 0. 9821 8 .9583 9. 51 2280 .00 1 . 3103 1 .3442 7. 9324 10 . 587 1.0259 9. 5610 9.53 2340.00 1. 3442 1 . 3764 8.4925 11.213 1.0685 10 . 145 9.55 2400.00 1. 3764 1 . 4926 9. 0350 11.904 1. 1097 10. 794 9.57 2460.00 1.4926 1 . 6400 9.6388 12 . 771 1 . 1556 11.616 9.59 2520.00 1 . 6400 1 .7038 10.402 13 . 746 1. 2136 12 .532 9 . 62 2580. 00 8/20/90 Bush, Roed & Hitchings , Inc. page 10 BLUME DISTRIBUTION FACILITY - RENTON WASHINGTON WETLAND STORAGE CALCULATIONS BRH JOB NO. 89246 . 04 LEVEL POOL ROUTING TABLE LEVEL POOL ROUTING TABLE I1 I2 2S1 SUM 01 02+2S2 STAGE TIME < cfs min > ( ft) (min) 1 . 7038 1. 7376 11 . 254 14 . 696 1 . 2783 13 . 417 9 . 65 2640 . 00 1 . 7376 1 . 7707 12 .077 15 . 585 1 . 3408 14 . 244 9 . 68 2700 .00 1 . 7707 1 .8022 12 . 845 16 . 418 1 . 3992 15 . 019 9 .70 2760 . 00 1 . 8022 1. 8320 13 .565 17 . 199 1. 4538 15 . 745 9 . 73 2820 .00 1 . 8320 2 . 1606 14 . 240 18 . 233 1 . 5051 16 .727 9 .75 2880 . 00 2 .1606 2 .5995 15.153 19. 913 1. 5745 18 . 338 9 . 79 2940 . 00 2 . 5995 2 . 7454 16.650 21 . 995 1 . 6883 20 . 307 9 .84 3000 . 00 2 .7454 3 . 1524 18 .480 24 . 378 1 . 8273 22 . 550 9 . 90 3060 .00 3 . 1524 3 . 6965 20 . 565 27 . 414 1 . 9857 25 . 428 9 . 98 3120 . 00 3 . 6965 4 . 5246 23 . 236 31. 457 2. 1920 29 . 265 10 . 03 3180 . 00 4 . 5246 6 . 5644 26 . 797 37 . 885 2 . 4684 35 . 417 10 . 09 3240 . 00 6 . 5644 9. 8479 32 . 505 48 . 918 2 . 9116 46 . 006 10. 19 3300 .00 9 . 8479 9 . 9052 42 . 332 62 . 085 3 . 6744 58 . 410 10 . 35 3360 . 00 9 . 9052 6 . 4212 53 . 954 70 . 281 4 . 4563 65 . 824 10. 53 3420 . 00 6 . 4212 4 . 1503 61 . 122 71 . 693 4 . 7023 66 .991 10. 60 3480 . 00 4 . 1503 3 . 3843 62 . 250 69. 785 4 . 7411 65.043 10. 61 3540.00 3 . 3843 3 . 2759 60. 367 67 . 027 4 . 6764 62 . 351 10 .59 3600 .00 3 . 2759 3 . 2992 57. 764 64 . 339 4 . 5871 59 . 752 10 .57 3660.00 3 . 2992 2 . 8857 55 . 251 61 . 436 4 . 5008 56 . 935 10 .54 3720. 00 2 . 8857 2 . 3128 52 .528 57 .726 4 . 4074 53 . 319 10 . 51 3780. 00 2 . 3128 2 . 1714 49 . 117 53 .602 4 . 2012 49. 401 10 . 47 3840 . 00 2 . 1714 2 . 1841 45 . 482 49 . 837 3 . 9189 45 . 918 10 . 41 3900 . 00 2 . 1841 2 . 1907 42 . 250 46 . 625 3 . 6681 42 . 957 10 . 35 3960 . 00 2 . 1907 2 . 1968 39 . 502 43 . 890 3 .4547 40 . 435 10 . 31 4020. 00 2 . 1968 2 . 2028 37. 162 41 . 561 3 . 2731 38 . 288 10 . 27 4080 . 00 2 . 2028 2 . 2086 35. 170 39 . 581 3 . 1184 36 .463 10 . 23 4140. 00 2 . 2086 2 . 2143 33 . 476 37 .899 2 .9869 34 . 912 10 . 20 4200 . 00 2 .2143 2 . 2198 32 .037 36.471 2. 8752 33 .596 10. 18 4260.00 2 . 2198 2 . 2252 30 . 815 35. 260 2. 7804 32 . 480 10 . 16 4320. 00 2. 2252 2. 2305 29. 780 34 .236 2.7000 31 .536 10. 14 4380.00 2 . 2305 2 . 2356 28 . 904 33 . 370 2. 6320 30 . 738 10 . 13 4440 . 00 2 . 2356 2 . 2406 28 . 163 32 . 639 2 . 5745 30 .065 10. 12 4500.00 2 . 2406 2 . 1012 27 . 539 31 . 881 2 . 5260 29 . 355 10. 11 4560. 00 2 . 1012 1 . 9082 26 . 880 30. 889 2 . 4749 28. 414 10. 09 4620 .00 1 . 9082 1 .8607 26 .007 29 .776 2 . 4071 27 . 369 10.08 4680. 00 1 .8607 1 .8659 25.037 28 . 764 2. 3318 26 . 432 10. 06 4740.00 1. 8659 1 .8690 24. 167 27. 902 2. 2643 25 .638 10 . 05 4800 .00 1.8690 1 .8719 23 .431 27. 172 2. 2071 24 . 965 10 .04 4860. 00 1. 8719 1.8749 22 .806 26 . 553 2.1586 24 . 394 10 .03 4920.00 1 .8749 1 . 8777 22 . 277 26. 029 2 . 1175 23 . 912 10 .02 4980.00 1 . 8777 1 . 8805 21 .829 25 . 587 2 . 0828 23 .504 10. 01 5040.00 1 . 8805 1 . 8832 21 . 451 25. 215 2 .0534 23 . 161 10 .00 5100.00 1 . 8832 1 . 8859 21 . 133 24 . 902 2 . 0288 22 . 873 10 . 00 5160. 00 1 . 8859 1. 8886 20. 864 24 . 639 2 .0084 22. 631 9. 99 5220 .00 1 . 8886 1 . 8912 20 . 639 24 . 419 1 . 9913 22 . 428 9 . 98 5280 .00 1 . 8912 1 . 8937 20 . 451 24. 235 1 . 9770 22 . 258 9 . 97 5340 .00 1 . 8937 1 . 7156 20. 293 23 . 903 1 . 9651 21 . 938 9 . 97 5400 . 00 8/20/90 Bush, Roed & Hitchings, Inc. page 11 BLUME DISTRIBUTION FACILITY - RENTON WASHINGTON WETLAND STORAGE CALCULATIONS BRH JOB NO. 89246.04 LEVEL POOL ROUTING TABLE LEVEL POOL ROUTING TABLE I1 I2 2S1 SUM 01 02+2S2 STAGE TIME < cfs min > (ft) (min) 1 . 7156 1 . 4699 19. 995 23 . 181 1. 9424 21 . 238 9. 96 5460. 00 1 .4699 1 . 4069 19. 345 22 . 222 1.8930 20 . 329 9.93 5520.00 1 . 4069 1 . 4109 18 . 500 21 . 318 1 .8288 19 . 489 9 . 90 5580.00 1 .4109 1.4123 17. 720 20 .543 1. 7695 18 . 773 9. 88 5640. 00 1. 4123 1.4135 17. 054 19 . 880 1 . 7190 18 . 161 9 .85 5700.00 1 . 4135 1.4148 16 . 486 19. 314 1 . 6758 17. 638 9.83 5760. 00 1 . 4148 1.4160 15.999 18. 830 1. 6388 17.191 9 . 82 5820. 00 1 .4160 1 .4172 15. 584 18 .417 1 .6073 16.810 9.80 5880.00 1 . 4172 1 . 4184 15. 230 18 . 065 1.5803 16 .485 9.79 5940 . 00 1 .4184 1 . 4196 14 . 928 17. 766 1. 5574 16 . 208 9. 78 6000. 00 1 . 4196 1. 4208 14 . 670 17 . 511 1 .5379 15 . 973 9. 77 6060 .00 1 . 4208 1 . 4219 14 . 452 17 . 294 1 .5212 15. 773 . 9 . 76 6120.00 1. 4219 1 . 4231 14 . 266 17. 111 1 . 5071 15 . 604 9. 75 6180. 00 1 .4231 1 .4242 14 .109 16.956 1 . 4952 15.461 9 . 75 6240 . 00 1. 4242 1.4253 13 .976 16.825 1 . 4851 15 . 340 9.74 6300.00 1 .4253 1 .4264 13 . 864 16.715 1 . 4766 15. 239 9. 74 6360.00 1 . 4264 1.4275 13 .769 16.623 1. 4694 15. 154 9 . 74 6420. 00 1 . 4275 1 .4285 13 .691 16 . 547 1 .4634 15.083 9.73 6480.00 1 . 4285 1.4296 13 . 625 16 . 483 1.4584 15. 024 9.73 6540 .00 1 .4296 1 .4306 13 . 570 16 . 430 1.4543 14 . 976 9.73 6600.00 1 . 4306 1 .4316 13 . 525 16. 388 1.4508 14 . 937 9.73 6660. 00 1 . 4316 1. 4327 13 . 489 16 . 353 1 .4481 14 . 905 9.73 6720.00 1 . 4327 1 . 4336 13 . 459 16 . 325 1 . 4458 14 . 880 9.73 6780. 00 1 . 4336 1 . 4346 13 . 436 16 . 304 1 .4440 14 .860 9.72 6840.00 1 . 4346 1 . 4356 13 . 417 16 . 287 1 .4426 14 . 845 9.72 6900.00 1 .4356 1. 4366 13 . 403 16 . 275 1.4416 14 .834 9.72 6960 .00 1 . 4366 1 . 4375 13 . 393 16 . 267 1.4408 14 . 826 9 . 72 7020.00 1 .4375 1. 3006 13 . 386 16.124 1.4403 14 . 684 9. 72 7080. 00 1 . 3006 1 .1115 13 . 254 15.666 1.4302 14 . 235 9 .72 7140 . 00 1 .1115 1 .0621 12.837 15.010 1. 3985 13 . 612 9. 70 7200 . 00 1. 0621 1.0647 12. 257 14 . 384 1 . 3545 13 . 030 9 .68 7260 . 00 1 .0647 1 .0653 11 . 716 13 . 846 1 . 3134 12 . 533 9.66 7320 . 00 1 . 0653 1 .0657 11.255 13 . 386 1.2783 12 . 107 9 .65 7380.00 1 .0657 1 .0662 10 .859 12 .991 1 . 2483 11 . 743 9. 63 7440. 00 1 . 0662 1 .0667 10 .520 12 . 653 1 . 2225 11 . 431 9 . 62 7500 .00 1.0667 1 .0672 10. 230 12.364 1 .2005 11. 163 9. 61 7560.00 1. 0672 1.0676 9.9818 12 .117 1.1816 10 . 935 9.60 7620.00 1 .0676 1 . 0681 9.7695 11 .905 1.1655 10.740 9. 59 7680.00 1.0681 1 . 0686 9.5880 11 .725 1 .1517 10 . 573 9 .59 7740.00 1 .0686 1 . 0690 9.4330 11.571 1 .1399 10. 431 9.58 7800.00 1. 0690 1.0695 9. 3008 11 . 439 1.1299 10 . 309 9. 58 7860 .00 1 .0695 1.0699 9. 1881 11 .327 1 .1213 10.206 9.57 7920.00 1 . 0699 1 . 0704 9. 0921 11 .232 1. 1140 10 . 118 9. 57 7980 . 00 1.0704 1 . 0708 9. 0105 11.152 1 .1078 10.044 9.57 8040 .00 1 . 0708 1 . 0713 8 . 9413 11 .083 1.1026 9. 9808 9 . 56 8100. 00 1. 0713 1.0717 8. 8826 11 .026 1 .0981 9.9275 9.56 8160.00 1. 0717 1 . 0721 8. 8331 10 . 977 1 .0944 9. 8825 9. 56 8220.00 8/20/90 Bush, Roed & Hitchings, Inc. page 12 BLUME DISTRIBUTION FACILITY - RENTON WASHINGTON WETLAND STORAGE CALCULATIONS BRH JOB NO. 89246. 04 LEVEL POOL ROUTING TABLE LEVEL POOL ROUTING TABLE I1 I2 2S1 SUM 01 02+252 STAGE TIME < cfs min > (ft) (min) 1 . 0721 1.0725 8. 7913 10. 936 1. 0912 9. 8448 9 .56 8280.00 1 .0725 1 .0730 8 .7563 10 . 902 1. 0885 9 .8132 9.56 8340.00 1 . 0730 1.0734 8. 7269 10. 873 1 .0863 9. 7870 9.56 8400.00 1 .0734 1.0738 8 .7025 10. 850 1 .0844 9.7653 9.56 8460. 00 1 . 0738 1 .0742 8.6824 10.830 1 .0829 9 .7474 9 . 56 8520 .00 1.0742 1 . 0746 8 . 6658 10. 815 1 . 0817 9.7329 9. 56 8580.00 1. 0746 1 .0750 8. 6523 10. 802 1 .0806 9 . 7213 9 . 55 8640 . 00 1.0750 1.0754 8. 6415 10. 792 1 .0798 9 . 7121 9. 55 8700 .00 1.0754 1 . 0758 8. 6330 10. 784 1 . 0792 9 . 7050 9 .55 8760 . 00 1 .0758 1 .0762 8. 6264 10.778 1.0787 9.6997 9 . 55 8820.00 1 . 0762 1 .0766 8.6215 10.774 1 .0783 9 . 6960 9 . 55 8880. 00 1 .0766 1 .0770 8. 6180 10.772 1 .0780 9. 6935 9. 55 8940. 00 1 . 0770 1. 0774 8 . 6157 10. 770 1.0778 9 . 6922 9 . 55 9000. 00 1 .0774 1 . 0777 8 . 6144 10.770 1. 0777 9 . 6918 9 .55 9060 .00 1 . 0777 1 . 0781 8 .6141 10.770 1. 0777 9.6922 9 . 55 9120 . 00 1 . 0781 1 . 0785 8 . 6145 10.771 1.0778 9. 6933 9.55 9180. 00 1 .0785 1.0789 8 . 6155 10.773 1 .0778 9 . 6950 9.55 9240 .00 1 .0789 1.0792 8. 6171 10.775 1.0780 9.6972 9.55 9300.00 1 . 0792 1 .0796 8 . 6191 10 .778 1 .0781 9. 6999 9.55 9360 .00 1 .0796 1.0800 8.6216 10.781 1.0783 9.7028 9.55 9420. 00 1.0800 1 .0803 8. 6243 10. 785 1 .0785 9 . 7061 9 .55 9480.00 1 .0803 1 .0807 8 .6274 10. 788 1 .0787 9 .7096 9. 55 9540.00 1 . 0807 1 .0810 8. 6307 10. 792 1. 0790 9 . 7134 9 . 55 9600. 00 1.0810 1 . 0814 8. 6341 10.797 1 .0792 9.7173 9 . 55 9660.00 1. 0814 1 .0817 8 .6378 10.801 1 .0795 9 .7214 9. 55 9720.00 1 .0817 1 .0821 8.6416 10.805 1.0798 9. 7255 9 . 55 9780. 00 1 . 0821 1.0824 8 . 6454 10.810 1.0801 9 . 7298 9 .55 9840.00 1 .0824 1 .0828 8 .6494 10.815 1 .0804 9 . 7342 9.55 9900.00 1 .0828 1.0831 8 .6535 10. 819 1.0807 9 . 7386 9 .55 9960 .00 1 .0831 1.0834 8 .6576 10.824 1 .0810 9.7430 9.55 10020.00 1.0834 1 .0838 8. 6617 10. 829 1. 0813 9 .7475 9.55 10080 .00 1 .0838 0.6873 8.6659 10.437 1 .0817 9. 3553 9.56 10140.00 0. 6873 0 . 1832 8. 3013 9.1718 1.0540 8. 1178 9 . 54 10200.00 0 . 1832 0.0000 7 . 1513 7.3344 0.9666 6 . 3678 9.50 10260.00 0 . 0000 0.0000 5. 5640 5. 5640 0 . 8038 4 . 7602 9. 37 10320.00 0.0000 0.0000 4 . 1067 4 . 1067 0.6535 3 . 4532 9. 25 10380.00 0. 0000 0.0000 2. 9219 2.9219 0.5313 2 . 3906 9 .15 10440. 00 0 . 0000 0.0000 1.9586 1 . 9586 0.4320 1 .5267 9.07 10500.00 0 .0000 0.0000 1.1755 1.1755 0. 3512 0.8243 9.01 10560. 00 0.0000 0.0000 0.6278 0.6278 0.1965 0.4314 8 .79 10620.00 0.0000 0.0000 0. 3286 0. 3286 0. 1028 0. 2257 8 .65 10680.00 0 .0000 0.0000 0.1719 0.1719 0.0538 0. 1181 8.58 10740.00 0.0000 0 . 0000 0.0900 0.0900 0 .0282 0 . 0618 8 .54 10800 .00 0.0000 0 . 0000 0. 0471 0.0471 0. 0147 0. 0324 8.52 10860.00 0 .0000 0 . 0000 0.0246 0.0246 0.0077 0 . 0169 8 . 51 10920. 00 0.0000 0.0000 0.0129 0 .0129 0.0040 0 .0089 8.51 10980 .00 0 .0000 0 . 0000 0 .0067 0.0067 0. 0021 0. 0046 8. 50 11040.00 8/20/90 Bush, Roed & Hitchings, Inc. page 13 BLUME DISTRIBUTION FACILITY - RENTON WASHINGTON WETLAND STORAGE CALCULATIONS BRH JOB NO. 89246.04 LEVEL POOL ROUTING TABLE LEVEL POOL ROUTING TABLE I1 I2 2S1 SUM 01 02+2S2 STAGE TIME < cfs min > (ft) (min) 0. 0000 0 . 0000 0 .0035 0 . 0035 0.0011 0 .0024 8.50 11100. 00 0 .0000 0 .0000 0.0018 0.0018 0.0006 0.0013 8.50 11160.00 0 . 0000 0 .0000 0.0010 0.0010 0.0003 0.0007 8.50 11220. 00 0.0000 0. 0000 0.0005 0.0005 0. 0002 0.0003 8.50 11280 . 00 0.0000 0 . 0000 0. 0003 0.0003 0.0001 0 . 0002 8. 50 11340.00 0.0000 0.0000 0.0001 0.0001 0 .0000 0. 0001 8.50 11400. 00 0 .0000 0. 0000 0. 0001 0.0001 0. 0000 0.0000 8 .50 11460 . 00 0.0000 0.0000 0.0000 0.0000 0. 0000 0.0000 8.50 11520 .00 0. 0000 0. 0000 0 . 0000 0.0000 0 .0000 0. 0000 8 .50 11580. 00 0.0000 0.0000 0. 0000 0.0000 0.0000 0. 0000 8 .50 11640.00 0 . 0000 0.0000 0 . 0000 0.0000 0.0000 0.0000 8 .50 11700 . 00 8/20/90 Bush, Roed & Hitchings, Inc. page 14 BLUME DISTRIBUTION FACILITY - RENTON WASHINGTON WETLAND STORAGE CALCULATIONS BRH JOB NO. 89246.04 ROUTING REPORT STORAGE LIST ID No. 2 Description: POST-DEVELOPED STORAGE DISCHARGE LIST ID No. 6 Description: POST-DEV. INFILTRATION REVISED ROUTING CURVE STAGE STORAGE OUTFLOW 0+2S STAGE STORAGE OUTFLOW 0+2S STAGE STORAGE OUTFLOW 0+25 (ft) (cf) (cfs) cfs-gin (ft) (cf) (cfs) cfs-min (ft) (cf) (cfs) cfs-min 8.50 0.0000 0.0000 0.0000 10.00 32427 1.5460 19.561 9.00 1973 0.3430 1.4391 10.50 72963 3.2500 43.785 9.50 11983 0.8540 7.5112 11.00 136935 4.1730 80.248 8/20/90 Bush, Roed & Hitchings, Inc. page 15 BLUME DISTRIBUTION FACILITY - RENTON WASHINGTON WETLAND STORAGE CALCULATIONS BRH JOB NO. 89246.04 LEVEL POOL ROUTING TABLE POST-DEVELOPED MATCH Q (cfs) 11 . 45 INFLOW Q (cfs) : 11.45 PEAK STAGE (ft) : 11 . 02 PEAK OUTFLOW 4 . 18 PEAK TIME: 3540. 00 min. INFLOW HYD No. : 6 OUTFLOW HYD No. : 8 LEVEL POOL ROUTING TABLE I1 I2 2S1 SUM 01 02+2S2 STAGE TIME < cfs min > (ft) (min) 0. 0000 0 .0134 0.0000 0. 0134 0.0000 0.0134 8 . 50 180 .00 0. 0134 0.0691 0.0102 0.0927 0.0032 0 .0895 8 .50 240. 00 0 .0691 0.1435 0. 0681 0 . 2807 0. 0213 0. 2594 8 .53 300. 00 0 .1435 0. 2035 0.1976 0 .5445 0.0618 0 . 4827 8 .59 360.00 0 . 2035 0. 2526 0 . 3677 0.8237 0. 1150 0. 7087 8 .67 420. 00 0.2526 0. 2924 0.5398 1.0848 0. 1689 0. 9158 8.75 480 .00 0. 2924 0. 3257 0 . 6976 1 . 3156 0. 2183 1 . 0973 8 . 82 540 . 00 0. 3257 0. 3534 0. 8358 1. 5148 0 . 2615 1. 2533 8. 88 600 . 00 0. 3534 0. 3770 0 .9546 1 .6850 0 . 2987 1 . 3863 8. 94 660 . 00 0. 3770 0 . 3971 1. 0559 1 . 8300 0. 3304 1.4996 8. 98 720.00 0. 3971 0. 4758 1. 1515 2.0244 0. 3481 1.6763 9 . 00 780. 00 0 .4758 0 . 5493 1 . 3133 2 .3383 0. 3630 1.9754 9.02 840 . 00 0.5493 0. 5747 1 .5872 2 .7112 0 . 3881 2 . 3231 9 .04 900 .00 0.5747 0 . 6058 1 . 9057 3 .0861 0. 4174 2 . 6687 9.07 960.00 0 .6058 0. 6300 2 . 2223 3 . 4580 0.4465 3 .0115 9. 10 1020. 00 0. 6300 0 .6541 2 . 5362 3 . 8202 0.4753 3 . 3449 9. 13 1080.00 0 . 6541 0 .6746 2 . 8415 4 .1703 0.5034 3 . 6669 9 .16 1140. 00 0.6746 0.7678 3 .1364 4. 5788 0.5305 4 .0483 9. 18 1200.00 0.7678 0.8506 3 . 4858 5. 1041 0. 5626 4 . 5416 9 . 21 1260 .00 0.8506 0.8688 3 . 9375 5. 6569 0.6041 5.0528 9. 26 1320 . 00 0.8688 0. 8921 4 .4057 6 . 1666 0 .6471 5. 5195 9 . 30 1380.00 0.8921 0.9089 4 . 8331 6. 6340 0.6864 5. 9477 9. 34 1440.00 0. 9089 0.9295 5. 2252 7. 0636 0.7224 6 . 3412 9 .37 1500. 00 0. 9295 0.9524 5.5856 7. 4676 0. 7555 6. 7120 9.40 1560.00 0.9524 1. 0748 5. 9253 7 . 9525 0.7867 7 .1658 9 . 43 1620 . 00 1 .0748 1 .1823 6 . 3409 8.5980 0 . 8249 7.7731 9. 47 1680. 00 1. 1823 1 . 2054 6. 9041 9.2918 0.8690 8 .4228 9.51 1740 .00 1.2054 1 .2367 7. 5165 9. 9586 0. 9064 9.0522 9.54 1800.00 1 . 2367 1 . 2596 8 . 1097 10.606 0.9425 9.6635 9 . 56 1860 . 00 1. 2596 1. 2852 8.6859 11.231 0.9776 10.253 9. 59 1920.00 1.2852 1 . 3072 9 . 2416 11.834 1.0115 10.823 9 . 61 1980. 00 1.3072 1 .4498 9. 7784 12.535 1.0442 11 .491 9.64 2040.00 1.4498 1 .5796 10 .409 13 .438 1.0826 12 . 356 9. 67 2100. 00 1. 5796 1.6018 11. 223 14 .405 1.1322 13 .273 9. 70 2160.00 1 .6018 1. 6304 12.088 15. 320 1. 1849 14 .135 9.74 2220. 00 1 . 6304 1 .6512 12 .901 16.182 1. 2344 14.948 9.77 2280. 00 1. 6512 1. 6751 13 .667 16 .993 1. 2811 15.712 9. 81 2340.00 1 . 6751 1 . 6953 14 . 387 17. 758 1 . 3250 16.433 9.84 2400.00 1 .6953 1 . 8580 15. 066 18. 620 1. 3663 17 . 253 9 . 87 2460.00 1.8580 2 . 0101 15.840 19 . 708 1.4135 18 . 295 9. 90 2520.00 2. 0101 2 .0325 16. 821 20 .864 1. 4733 19.391 9 .95 2580.00 8/20/90 Bush, Roed & Hitchings, Inc. page 16 BLUME DISTRIBUTION FACILITY - RENTON WASHINGTON WETLAND STORAGE CALCULATIONS BRH JOB NO. 89246 .04 LEVEL POOL ROUTING TABLE LEVEL POOL ROUTING TABLE I1 I2 2S1 SUM 01 02+2S2 STAGE TIME < cfs min > (ft) (min) 2 . 0325 2.0586 17 . 854 21 . 946 1 .5362 20 . 409 9 . 99 2640. 00 2 . 0586 2. 0777 18 .804 22 . 940 1 . 6057 21 . 334 10.02 2700. 00 2 . 0777 2 . 0999 19 . 664 23 . 841 1 . 6707 22 . 170 10 .04 2760. 00 2 . 0999 2 .1185 20. 441 24 . 659 1. 7296 22 . 930 10 . 05 2820.00 2 . 1185 2 .5990 21. 147 25. 864 1. 7830 24 . 081 10 .07 2880 . 00 2 .5990 3 .0620 22 . 217 27 . 878 1 .8640 26 . 014 10 . 09 2940.00 3 .0620 3 .0976 24. 014 30. 174 1. 9999 28 . 174 10 . 13 3000 .00 3 .0976 3 . 6764 26 .022 32 . 796 2 .1519 30. 644 10. 18 3060. 00 3 . 6764 4 . 2297 28 . 319 36 . 225 2 . 3256 33 . 899 10 . 23 3120 . 00 4 . 2297 5.2194 31 . 345 40 . 794 2.5546 38. 239 10. 30 3180. 00 5 . 2194 7. 7590 35. 379 48. 358 2 .8599 45 .498 10. 39 3240.00 7. 7590 11.450 42 . 204 61 .413 3 . 2934 58.120. 10. 52 3300.00 11 . 450 10 . 220 54 .507 76. 178 3 .6129 72 .565 10 . 70 3360. 00 10 . 220 5. 8318 68.586 84 .639 3 . 9785 80.660 10.89 3420.00 5. 8318 4 . 0640 76 . 485 86. 381 4 . 1750 82 . 206 11 .00 3480. 00 4 . 0640 3 . 4403 78 .023 85.527 4.1826 81 . 345 11. 02 3540.00 3 . 4403 3 . 4746 77 . 166 84.081 4 .1784 79.903 11 .01 3600.00 3 . 4746 3 . 4586 75. 739 82 . 672 4 . 1643 78 .508 11 .00 3660.00 3 . 4586 2 . 9029 74 . 379 80.740 4 . 1289 76. 611 10 . 98 3720. 00 2 . 9029 2 . 2960 72. 530 77.729 4. 0809 73 .648 10. 95 3780.00 2 . 2960 2 . 2811 69 .642 74 . 219 4 . 0059 70. 213 10 . 91 3840 . 00 2 . 2811 2. 2824 66 . 294 70.858 3 .9190 66.939 10 . 86 3900.00 2 . 2824 2 . 2938 63 . 103 67 . 679 3 . 8361 63 . 843 10 . 82 3960.00 2 . 2938 2 . 2921 60 .085 64. 671 3 . 7577 60.913 10 .78 4020.00 2 . 2921 2 . 3001 57 . 230 61 . 822 3 .6836 58 . 138 10 . 73 4080. 00 2 . 3001 2 .3017 54 . 525 59 . 127 3 . 6133 55. 513 10 . 70 4140.00 2 . 3017 2. 3070 51 . 967 56.575 3 . 5469 53 .028 10 . 66 4200 . 00 2 . 3070 2 . 3100 49 .544 54. 161 3 . 4840 50 .677 10. 63 4260. 00 2 . 3100 2 . 3141 47. 253 51 . 877 3 .4245 48 . 452 10 .59 4320. 00 2 . 3141 2 . 3174 45.084 49 .716 3 . 3681 46 . 348 10. 56 4380 .00 2 . 3174 2 . 3210 43 .033 47 . 671 3 . 3149 44 . 356 10.54 4440 . 00 2 . 3210 2. 3244 41 .092 45 .737 3 . 2645 42 .473 10. 51 4500 .00 2 . 3244 2 . 1340 39 . 315 43 . 774 3 . 1577 40.616 10. 47 4560 . 00 2 . 1340 1 .9358 37 .589 41 . 659 3 . 0271 38.632 10 .43 4620 . 00 1 . 9358 1 .9271 35.744 39 . 607 2 . 8875 36.720 10 . 39 4680.00 1 .9271 1. 9305 33 .967 37. 824 2.7530 35. 071 10. 35 4740.00 1 . 9305 1. 9338 32 . 434 36 . 298 2 . 6370 33 .661 10 . 32 4800. 00 1 .9338 1 . 9345 31.124 34 . 992 2.5379 32.454 10. 29 4860.00 1 . 9345 1 .9375 30 . 001 33 . 873 2 . 4529 31 . 420 10 . 27 4920 .00 1 . 9375 1 .9388 29.040 32.916 2 . 3802 30. 536 10. 24 4980.00 1 . 9388 1. 9411 28. 218 32 . 098 2 . 3180 29 . 780 10. 23 5040 .00 1. 9411 1.9428 27.515 31 . 399 2 . 2648 29.134 10. 21 5100.00 1 . 9428 1 . 9447 26 . 915 30.802 2. 2194 28. 583 10. 20 5160 .00 1 . 9447 1 . 9465 26 . 402 30. 293 2. 1806 28. 113 10.19 5220.00 1. 9465 1 . 9483 25. 965 29 . 860 2 . 1476 27. 712 10. 18 5280 .00 1 . 9483 1 .9500 25.593 29 . 491 2.1194 27.372 10.17 5340. 00 1 . 9500 1 . 7115 25. 277 28 . 938 2. 0954 26.843 10. 16 5400. 00 8/20/90 Bush, Roed & Hitchings, Inc. page 17 BLUME DISTRIBUTION FACILITY - RENTON WASHINGTON WETLAND STORAGE CALCULATIONS BRH JOB NO. 89246 .04 LEVEL POOL ROUTING TABLE LEVEL POOL ROUTING TABLE 11 I2 2S1 SUM 01 02+2S2 STAGE TIME < cfs min > (ft) (min) 1 . 7115 1 . 4614 24 . 784 27. 957 2 . 0582 25.899 10 .15 5460 . 00 1 .4614 1.4476 23 .907 26.816 1. 9918 24 . 825 10.13 5520.00 1. 4476 1 . 4506 22 . 908 25. 806 1. 9163 23 . 890 10 .11 5580. 00 1 .4506 1 . 4527 22 .040 24. 943 1.8505 23 .092 10 .09 5640 .00 1 . 4527 1 . 4520 21 . 298 24 . 203 1.7944 22. 408 10 . 07 5700. 00 1 . 4520 1 . 4541 20.662 23 .568 1.7463 21 .822 10 .06 5760.00 1 . 4541 1 . 4541 20. 117 23 .025 1. 7050 21 . 320 10 . 05 5820. 00 1.4541 1 .4555 19. 650 22.560 1. 6697 20 .890 10. 04 5880.00 1 . 4555 1 .4560 19 . 251 22 . 162 1 . 6395 20 .523 10 . 03 5940 . 00 1. 4560 1 .4570 18. 909 21 .822 1 . 6136 20. 208 10 .02 6000.00 1.4570 1 . 4577 18 . 617 21. 531 1 . 5915 19. 940 10 . 01 6060.00 1. 4577 1 . 4586 18. 367 21 . 284 1 . 5727 19 .711 10.01 6120 .00 1 . 4586 1 . 4593 18. 154 21 . 072 1 . 5565 19 . 516 10 . 00 6180. 00 1.4593 1. 4601 17. 972 20.892 1 .5434 19 . 348 10 . 00 6240.00 1 .4601 1 .4609 17. 815 20. 736 1 . 5338 19.202 9 . 99 6300.00 1 . 4609 1 . 4616 17. 676 20 .599 1 . 5254 19.074 9. 99 6360.00 1 .4616 1 . 4624 17. 556 20.480 1 .5180 18 . 962 9 . 98 6420. 00 1. 4624 1.4631 17 .450 20. 376 1 .5116 18 .864 9. 98 6480.00 1 . 4631 1 . 4639 17 . 358 20 . 285 1 .5060 18 . 779 9. 97 6540 . 00 1 .4639 1 .4646 17. 278 20.206 1 .5011 18.705 9.97 6600.00 1 . 4646 1 . 4653 17. 208 20 . 138 1 . 4969 18 . 641 9 . 96 6660. 00 1.4653 1 . 4660 17. 148 20. 080 1 . 4932 18 .586 9. 96 6720.00 1 . 4660 1 . 4667 17 . 096 20 . 029 1 . 4900 18 .539 9.96 6780.00 1 .4667 1 . 4674 17.052 19 . 986 1. 4873 18 .499 9. 96 6840.00 1 .4674 1. 4681 17 .014 19 . 949 1. 4850 18 . 464 9. 96 6900.00 1 .4681 1 . 4687 16.981 19.918 1.4830 18. 435 9. 95 6960.00 1 . 4687 1 .4694 16. 953 19 .892 1. 4813 18 . 410 9. 95 7020.00 1 .4694 1 . 2885 16 . 930 19.688 1.4799 18 . 208 9 .95 7080.00 1 . 2885 1 . 0970 16 . 740 19.125 1 . 4683 17 . 657 9. 94 7140.00 1 . 0970 1.0851 16 . 221 18. 403 1.4367 16 . 966 9.92 7200. 00 1 .0851 1 . 0875 15. 569 17.742 1. 3970 16. 345 9.89 7260.00 1 . 0875 1 . 0886 14 . 983 17. 159 1.3613 15.798 9.87 7320.00 1. 0886 1 .0878 14 . 468 16 .645 1 . 3299 15. 315 9.84 7380 .00 1 . 0878 1 . 0890 14 . 013 16 . 189 1. 3021 14 . 887 9.82 7440 .00 1 . 0890 1. 0888 13 . 610 15. 788 1. 2776 14 .510 9.81 7500.00 1 . 0888 1.0895 13 .254 15. 432 1. 2559 14 .176 9.79 7560.00 1 .0895 1.0896 12 . 940 15. 119 1. 2368 13 .882 9 .78 7620 . 00 1 .0896 1 . 0900 12.662 14 .842 1.2199 13.622 9.76 7680.00 1 . 0900 1 . 0903 12.417 14 .597 1 . 2049 13 . 392 9. 75 7740.00 1 .0903 1 . 0906 12. 200 14 . 381 1.1917 13 .190 9. 74 7800.00 1 .0906 1. 0909 12 .010 14 . 191 1 .1801 13 .011 9 .74 7860.00 1. 0909 1. 0913 11 .841 14 .023 1.1698 12 . 854 9.73 7920.00 1 . 0913 1 . 0916 11. 693 13 . 876 1 .1608 12 . 715 9.72 7980.00 1 .0916 1 .0919 11 .562 13 .745 1.1528 12.593 9.72 8040.00 1. 0919 1 .0922 11. 447 13 . 631 1 . 1458 12 . 485 9.71 8100 .00 1 .0922 1 . 0925 11. 345 13 .530 1.1396 12 . 390 9.71 8160.00 1 . 0925 1 . 0928 11. 256 13 .441 1. 1342 12. 307 9.70 8220. 00 8/20/90 Bush, Roed & Hitchings, Inc. page 18 BLUME DISTRIBUTION FACILITY - RENTON WASHINGTON WETLAND STORAGE CALCULATIONS BRH JOB NO. 89246 . 04 LEVEL POOL ROUTING TABLE LEVEL POOL ROUTING TABLE I1 I2 2S1 SUM 01 02+2S2 STAGE TIME < cfs min > (ft) (min) 1. 0928 1 . 0931 11 . 178 13 . 364 1 .1294 12 . 234 9. 70 8280. 00 1 .0931 1 .0934 11. 109 13 . 296 1 .1252 12.170 9.70 8340.00 1.0934 1.0937 11. 049 13 . 236 1. 1216 12 . 114 9 . 69 8400. 00 1 .0937 1 . 0940 10 . 996 13 .184 1.1183 12.065 9. 69 8460. 00 1. 0940 1 .0943 10. 950 13 . 138 1 . 1155 12 . 022 9. 69 8520 . 00 1. 0943 1. 0945 10. 909 13 . 098 1 .1131 11. 985 9. 69 8580.00 1 . 0945 1 . 0948 10 .874 13 . 063 1 . 1109 11 . 953 9 . 69 8640. 00 1.0948 1 .0951 10.844 13 . 033 1. 1091 11 .924 9. 68 8700.00 1. 0951 1 .0954 10.817 13 . 007 1. 1074 11 . 900 9 . 68 8760. 00 1.0954 1.0957 10.794 12.985 1.1060 11 .879 9.68 8820 . 00 1 .0957 1. 0959 10.774 12 . 966 1 . 1048 11 . 861 9 . 68 8880 . 00 1 . 0959 1 .0962 10. 757 12 .949 1.1038 11 .845 9. 68 8940.00 1.0962 1 .0965 10. 743 12 . 935 1 . 1029 11 . 832 9 .68 9000 .00 1 . 0965 1 . 0967 10 . 730 12 . 923 1 .1022 11 .821 9. 68 9060.00 1 . 0967 1 . 0970 10. 720 12. 913 1 . 1015 11 . 812 9 .68 9120. 00 1 . 0970 1. 0973 10. 711 12 .905 1 .1010 11.804 9. 68 9180.00 1 .0973 1 .0975 10. 704 12 .899 1 .1005 11 .798 9. 68 9240. 00 1 .0975 1 .0978 10. 698 12.893 1.1002 11 .793 9 . 68 9300. 00 1. 0978 1.0981 10. 693 12 . 889 1 .0999 11 .789 9. 68 9360 . 00 1 . 0981 1 .0983 10. 689 12.886 1.0997 11 . 786 9 .68 9420. 00 1.0983 1 . 0986 10 . 687 12 .883 1.0995 11. 784 9 . 68 9480. 00 1 . 0986 1 .0988 10 . 685 12.882 1 .0994 11 . 783 9. 68 9540. 00 1.0988 1.0991 10 . 683 12 . 881 1 .0993 11. 782 9. 68 9600.00 1 .0991 1 .0993 10.683 12.881 1. 0993 11 . 782 9.68 9660. 00 1 . 0993 1 . 0996 10 . 682 12 .881 1.0992 11 .782 9 . 68 9720. 00 1 .0996 1.0998 10. 683 12. 882 1. 0993 11 .783 9 .68 9780 .00 1. 0998 1 . 1000 10. 684 12 . 883 1 .0993 11.784 9. 68 9840.00 1.1000 1 . 1003 10.685 12 .885 1 .0994 11. 786 9. 68 9900. 00 1. 1003 1 .1005 10 .686 12.887 1.0995 11. 787 9.68 9960. 00 1 .1005 1 .1007 10.688 12.889 1 .0996 11 .790 9.68 10020.00 1 . 1007 1. 1010 10.690 12. 892 1 .0997 11 . 792 9. 68 10080 . 00 1.1010 0.5833 10.692 12. 376 1.0998 11 .276 9. 68 10140 .00 0. 5833 0.1172 10. 206 10 . 907 1 .0702 9. 8365 9 .66 10200 . 00 0 .1172 0.0000 8 .8490 8 . 9661 0.9875 7. 9786 9 . 60 10260 .00 0.0000 0.0000 7.0978 7. 0978 0 .8808 6.2169 9 . 52 10320.00 0.0000 0.0000 5.4718 5. 4718 0. 7451 4 .7268 9. 39 10380.00 0. 0000 0. 0000 4.1071 4 .1071 0 .6197 3 .4874 9.27 10440.00 0.0000 0.0000 2. 9720 2 .9720 0.5154 2 . 4567 9.17 10500.00 0. 0000 0. 0000 2.0280 2 .0280 0.4286 1 .5994 9 . 08 10560. 00 0 .0000 0.0000 1. 2429 1 . 2429 0. 3565 0 . 8864 9.01 10620.00 0.0000 0.0000 0.6751 0.6751 0.2113 0 . 4639 8 .81 10680 .00 0 .0000 0.0000 0. 3533 0. 3533 0.1106 0. 2428 8.66 10740.00 0.0000 0. 0000 0. 1849 0. 1849 0.0579 0 .1270 8. 58 10800 .00 0.0000 0.0000 0.0968 0.0968 0.0303 0.0665 8. 54 10860. 00 0.0000 0. 0000 0. 0506 0. 0506 0.0158 0. 0348 8 .52 10920.00 0.0000 0 .0000 0.0265 0.0265 0. 0083 0.0182 8.51 10980.00 0.0000 0. 0000 0. 0139 0. 0139 0. 0043 0 .0095 8 .51 11040.00 8/20/90 Bush, Roed & Hitchings, Inc. page 19 BLUME DISTRIBUTION FACILITY - RENTON WASHINGTON WETLAND STORAGE CALCULATIONS BRH JOB NO. 89246.04 LEVEL POOL ROUTING TABLE LEVEL POOL ROUTING TABLE I1 I2 2S1 SUM 01 02+2S2 STAGE TIME < cfs min > (ft) (min) 0.0000 0 .0000 0.0073 0 .0073 0.0023 0 . 0050 8 .50 11100. 00 0.0000 0.0000 0 .0038 0.0038 0.0012 0 .0026 8 .50 11160.00 0.0000 0.0000 0 .0020 0.0020 0 .0006 0 . 0014 8 . 50 11220. 00 0.0000 0 .0000 0.0010 0 .0010 0.0003 0 .0007 8 .50 11280.00 0.0000 0 . 0000 0.0005 0 .0005 0 .0002 0.0004 8 .50 11340. 00 0.0000 0.0000 0.0003 0 .0003 0.0001 0.0002 8.50 11400.00 0.0000 0. 0000 0. 0001 0 . 0001 0.0000 0.0001 8 .50 11460. 00 0.0000 0 . 0000 0.0001 0. 0001 0. 0000 0.0001 8 .50 11520 .00 0.0000 0. 0000 0. 0000 0. 0000 0 .0000 0.0000 8 .50 11580.00 0.0000 0 . 0000 0.0000 0.0000 0.0000 0.0000 8.50 11640. 00 0. 0000 0.0000 0.0000 0 . 0000 0.0000 0.0000 8 .50 11700. 00 0.0000 0 .0000 0. 0000 0 .0000 0.0000 0. 0000 8 .50 11760 .00 i I ,I I4 4 POINT CB 12 TO CE 11 :4:4:* - " R:M WATER HYDROLOGY ***:#: F Rational Method Tc = 6 . 51 min AREA = 0 . 58 acres C = 0 . 85 STEEL t._?uAT I ON COEFFICIENTS : 2AC = 1 . 02 r: = 7:1 01 I = 1 . _9 in/hr b = 9 . 1 Q DESIGN = 2 . 03 cfs WATERij�+li V DESIGN = _- 3 . R1 ttfsec RSE TYPES : 1 FOREST w/ HEAVY GROUND LITTER PIPE : 2 MINIMUM TILLAGE CULTIVATION INVERT IN = 12 -5-5' ft 3 SHORT GRASS PASTURE & LAWNS INVERT OUT = 12 .fib• ft y.O 4 NEARLY BARE GROUND LENGTH = 110 . 00 ft 5 GRASSED WATERWAY n = A . 012 6 PAVED AREA DIAM = 12 . 00 in 7 OTHER SLOPE = 0 ..5+r ; , Q FULL = 2 . 73 c f s V FULL = 3 . 48 ft/sec **..**:t:**** FLOW TIME = 0 . 48 BLUME GIST . FACILITY **** STORM WATER HYDROLOGY ****. INIT Tc = 5 . 00 min Runoff bY Rational Method INIT 2AC = 0 . 00 OVERLAND FLOW : STEEL EQUATION COEF :ENTS : K = 36 . 06 b = 12 . 18 TYPE LENGTH %SLOPE VEL TIME 1 15 . 00 15 . 00 0 . 97 A . 26 WATERCOURSE TYPES : 1 FOREST w.' HEAVY GROUND LITTER TYPE LENGTH 'SLOPE VEL TIME 2 MINIMUM TILLAGE CULTIVATION rE 12E_1 . 00 2 . 10 2 . 90 0 . 69 3 SHORT GRASS PASTURE Jc LAWNS 4 NEARLY BARE GROUND RUNOFF : 5 GRASSED WATERWAY 6 PAVED AREA 7 OTHER POINT CE 1.3 TO CE 12 *:*h:: : :. :*** Tc = 5 . 95 min AREA = 0 . 62 acres BLUME DIST . FACILIT'Y C = 0 . 85 ZAC = 0 . 53 INIT Tc = 10 . 00 min I = 2 . 06 in'hr INIT ZAC = 0 . 00 Q DESIGN = 1 . 09 f--7 ✓ DESIGN = 3 . 27 ft/ser OVERLAND FLOW : 1r PIPE : r-1 INVERT IN = 13 .ter ff t TYPE LENGTH %SLOPE VEL TIME INVERT OUT = 12 . ft -._ 7 685 . 00 2 . 00 5 . 71 LENGTH = 110 . 00 ft n = 0 , 012 TYPE LENGTH :.SLOPE VEL TIME DIAM = 10 . 00 in 5 4';40 , 00 0 . 20 0 . 67 12 . 17 SLOPE = 0 . 50 : ✓ Q FULL = 1 . 68 cfs RUNOFF : ✓ FULL = 3 . 08 ft/sec FLOW TIME = 0 . 56 min RUNOFF : 4-4 POINT CB 11 TO CB 10 Tc = 28 . 74 min AREA = 0 . 48 acres C = 0 . 85 2AC = 9 . 93 I = 0 . 88 in/hr Q DESIGN = 8 . 75 c f-= ✓ DESIGN = 3 . 87 ft/sec PIPE : POINT PIPE END TO CO 11 INVERT IN = 1'2 .-k0 ft W INVERT OUT = 11 -5-8 ft '0 LENGTH = 208 . 00 ft Tc = 27 . 85 ruin = n 0 . 012 AREA = 10 . 00 acres DIAM = 24 . 00 in C - 0 . 85 :AC = R . 50 Q FULL = 10 . 96 cfs I = 0 . 90 in/hr V FULL = 3 . 49 ft/sec Q DESIGN = 7 . t 5 cfs FLOW TIME = 0 . 8'� V DESIGN = 6 . 09 ft/sec coin PIPE : INVERT IN = 14 . 30 ft POINT CB 10 TO CO 9 INVERT OUT = 12 -+¢+r f t LENGTH = 315 . 0A ft Tc = 29 . 63 min n = 0 . 01' AREA = 0 . 00 acres DIRM = 18 . 00 in C = 0 . 85 SLOPE = 0 ,: .- , _; AC = 9 . 3 Q FULL = 9 . 72 c f s I = 0 . 86 in/hr V FULL = 5 . 50 ft/sec FLOW TIME = 0 . 86 rn i r-� Q DESIGN = 8 . 56 r f s V DESIGN = 3 . P9 ft/sec PIPE : *: *:* STORM WATER HYDROLOGY ***: INVERT IN = 11 .-W- f t k e':7 Runoff b> Rational Method INVERT OUT = 11 .2& ft J F- LENGTH = 188 . A0 ft STEEL EQ!UAT I ON COEF F I CI ENTS : n = 4 . 01' GIFit•1 = 24 . 4+0 in K = 36 . 06 SLOPE = 0 .� +-:. , + ,; b = 12 . 18 %, Q FULL = -1-. cfs a .�.a ✓ FULL = 3 . 53 ft/sec y WATERCOURSE TYPES : FLOW TIME = 0 . 81 min 1 FOREST w/ HEAVY GROUND LITTER 2 MINIMUM TILLAGE CULTIVATION 3 SHORT GRASS PASTURE & LAWNS , 4 NEARLY BARE GROUND POINT CO 9 TO CB 8 5 GRASSED WATERWAY 6 PAVED AREA Tc = 30 . 44 m i n 7 OTHER AREA = 0 . 21 acres C = +3. 0 . 11 *:#:: : *4::#::#:: I AC = 10 . 85 in/hr Q DESIGN = 8 . 55 cfs BLUME DIST . FACILITY V DESIGN = 4 . 47 ft/sec INIT Ti_ = 28 . 74 min PIPE : . INIT AC = 9 . 52 IN:!ERT IN =- 11 . 20 ft II , ;5'2, OVERLAND FLOW : INVERT OUT = L ,E+•� ft 1 I, c- LENGTH = 55 . 00 ft n = 0 . 012 DIAM = 24 . 00 in SLOPE = 0 . •l c Q FULL = 13 . 19 c f s 1. 41 ✓ FULL = 4 . 20 ft /sec L,. FLOW TIME = 0 . 21 min /4- **** STORM WATER HYDROLOGY ** ::#: Runoff b • Rational Method POINT C B = TO CB 7 STEEL EQUATION COEFFICIENTS : Tr = 30 . 65 min K = 31 . 01 AREA = 1 . 04 acres b = 9 . 1 C = 0 . 85 2A'- = 1►3 . 99 WATERCOURSE TYPES : I = 0 . 84 inshr 1 FOREST w/ HEAVY GROUND LITTER Q DESIGN = _R . -5 cf= 2 MINIMUM TILLAGE CULTIVATION ✓ DESIGN = 4 . 55 ft/sec 3 SHORT GRASS PASTURE fie LAWNS 4 NEARLY BARE GROUND PIPE : 5 GRASSED WATERWAY INVERT IN = 11 . 04 ft 6 PAVED AREA INVERT OUT = 10 . 66 ft 7 OTHER LENGTH = 132 . 00 ft n = 0 . 012 DIAM = 24 . 00 in : ::: :: ::**.*: SLOPE = 0 . R Q FULL = 1.3 . 19 cfs E:LU►ME DIST . FACILITY ✓ FULL = 4 . 20 ft/sec FLOW TIME = 0 . 48 ruin INIT Tc = 5 . 00 min INIT EAC = 0 . 00 • OVERLAND FLOW : POINT CB 7 TO OUTFALL Ti_ = 31 . 13 m i rn TYPE LENGTH %SLOPE VEL TIME AREA = 0 . 59 acres 1 0 . 00 1 . 00 0 . 25 1 . 33 C = O . _'5 EAC = 11 . 49 TYPE LENGTH %SLOPE VEL TIME I = 0 . 83 i n/h r- r 120 . 00 2 . 10 ►3 0 . hg Q DESIGN = R . 57 rfs ✓ DESIGN = 3 . R3 ft/sec RUNOFF : FIFE : INVERT IN = 10 . 66 ft INVERT OUT = 10 . 60 ft POINT CB 6 TO CB 5 LENGTH = 30 . 00 ft n = 0 . 012 Tc = 7 . 02 min DIAM = 24 . 00 in AREA = 0 . 60 acres SLOPE = 0 . 20 . C = 0 . _5 Q FULL = 10 . 95 cfs SAC = 0 . 51 ✓ FULL = 3 . 49 ft/sec I = 1 . 92 in/hr FLOW TIME = 0 . 13 min Q DESIGN = 0 . 98 cfs ✓ DESIGN = 3 . 20 ft/sec PIPE : INVERT IN = 13 . 10 ft INVERT OUT = 12 . 55 ft LENGTH = 110 . 00 ft n = 0 . 012 DIAM = 10 . 00 in SLOPE = 0 . 50 . Q FULL = 1 . 58 cfs ✓ FULL = 3 . 08 ft/sec FLOW TIME = 0 . 57 min 4�� POINT CB 5 TO CB 4 Tc = 7 . 60 min AREA = 0 . 93 acres C = 0 . 85 EAC = 1 . 30 I = 1 . 86 in/hr POINT CB 2 TO CB 1 Q DESIGN = 2 . 42 cfs , ✓ DESIGN = 3 . 54 ft/sec Tc = 10 . 73 min AREA = 0 . 04 acres PIPE : C = 0 . 85 INVERT IN = 12 . 55 ft 2AC = 2 . 83 INVERT OUT = 11 . 93 ft I = 1 . 56 in/hr LENGTH = 155 . 00 ft O DESIGN = 4 . 43 cfs n = 0 . 012 V DESIGN = 3 . 56 ft/sec DIAM = 12 . 00 in SLOPE = 0 . 40 % PIPE : Q FULL = . 2 . 44 cfs INVERT IN = 10 . 39 ft ✓ FULL = 3 . 11 ft/Sec INVERT OUT = 10 . 08 ft FLOW TIME _ 0 . 73 min LENGTH = 155 . 00 ft n = 0 . 012 DIAM = 18 . 00 in SLOPE = 8 . 25 % POINT CB .4 TO CB 3 Q FULL = 5 . 69 cfs V FULL = . 3 . 22 ft/Sec Tc = 8 . 33 min FLOW TIME = 0 . 73 min AREA = 0 . 94 acre-=: C = 0 . 85 2AC = 2 . 10 I = 1 . 78 in/hr POINT CB 1 TO OUTFALL Q DESIGN = 3 . 74 cfs V DESIGN = 3 . 82 ft/sec Tc = 11 . 46 min AREA = 1 . 38 acres PIPE : C = 0 . 85 INVERT IN = 11 . 93 ft ZAC = 4 . 00 INVERT OUT = 11 . 19 ft I = 1 . 51 in/hr LENGTH = 212 . 00 ft Q DESIGN = 6 . 04 c+s n = 0 . 812 V DESIGN = 4 . 26 ft/Sec DIAM = 15 . 00 in SLOPE = 0 . 35 % PIPE : Q FULL = 4 . 14 cfs INVERT IN = 10 . 00 ft ✓ FULL = 3 . 38 ft/sec INVERT OUT = 9 . 90 ft FLOW TIME = 0 . 92 min . LENGTH = 30 . 00 ft n = 0 . 012 DIAM = 18 . 00 in SLOPE = 0 . 34 % POINT CB 3 TO CB 2 , Q FULL = 6 . 63 cfs V FULL = 3 . 76 ft/sec Tc = 3 . 25 min FLOW TIME = 0 . 12 min AREA = 8 . 82 acres C = 0 . 85 ZAC = 2 . 80 , I = 1 . 69 in/hr Q DESIGN = 4 . 73 cfs • ✓ DESIGN = 3 . 60 ft/Sec PIPE : INVERT IN = 11 . 19 ft INVERT OUT = 10 . 39 ft LENGTH = 328 . 00 ft n = 0 . 812 DIAM = 18 . 00 in SLOPE = 0 . 25 % Q FULL = 5 . E' ct ✓ FULL = 3 . 2 . + `s■c FLOW TIME = 1 . 4b -ia WETLAND STORAGE CALCULATIONS FOR DISTRIBUTION FACILITY FOR BRUCE BLUME OAKESDALE AVENUE SOUTHWEST & MONSTER ROAD RENTON, WASHINGTON BY BUSH, ROED & HITCHINGS, INC. 2009 MINOR AVENUE EAST SEATTLE, WASHINGTON 98102 (206) 323-4144 APRIL 12, 1990 BRH JOB NO. 89246.04 Ib DESCRIPTION: THIS SITE IS LOCATED ON THE SOUTH SIDE OF OAKESDALE AVENUE SOUTHWEST (SOUTH 143RD STREET) ADJACENT TO CONTAINER CORPORATION. THE RAILROAD SPUR FOR THE CONTAINER CORPORATION FACILITY ENCIRCLES THIS SITE FORMING A DIKE WITH NO OUTLET FROM THE LOW AREAS. THE RAILROAD TRACK LOW ELEVATION IS 15.2 AND THE SITE LOW ELEVATION IS 8.5. THIS SITE IS AT THE BOTTOM END OF A 34. 1 ACRE DRAINAGE BASIN CONSISTING MOSTLY OF UNDEVELOPED WOODS, BRUSH AND GRASS WITH A PORTION CONSISTING OF MANUFACTURING AND ROADWAYS. THE DRAINAGE BASIN CONSISTS OF A 13.6 ACRE UPPER BASIN AND A 20.5 ACRE LOWER BASIN CONTRIBUTING TO THE WETLANDS. THE FOLLOWING CALCULATIONS WILL SHOW THE ADDITIONAL RUNOFF CONTRIBUTING TO THE WETLANDS AREA DUE TO THIS DEVELOPMENT FOR A 100 YEAR, 7 DAY DURATION STORM. THE INFILTRATION RATE IS BASED ON PERMEABILITY RATES FOR THIS TYPE OF SOIL. DRAINAGE BASIN AREA: 34. 1 ACRES SITE AREA: 15.7 ACRES SOIL CLASSIFICATION: WOODINVILLE SILT LOAM SOIL HYDROLOGIC GROUP: D INFILTRATION RATE: 10 3 CM/SEC. = .0236 IN./MIN. RESULTS: THE EXISTING INFLOW CONTRIBUTING TO THE WETLANDS AREA DURING A 100 YEAR STORM IS 9.91 CFS WITH AN INFILTRATION OUTFLOW OF 5. 16 CFS AND A MAXIMUM WATER SURFACE AT ELEVATION 10.56. THE POST-DEVELOPED INFLOW WILL BE 11.45 CFS WITH AN INFILTRATION OUTFLOW OF 4.59 CFS. THE POST-DEVELOPED OUTFLOW IS HIGHER THAN THE PRE-DEVELOPED OUTFLOW DUE TO THE LARGER SURFACE AREA CAUSED BY THE HIGHER WATER LEVEL. THE POST-DEVELOPED MAXIMUM WATER LEVEL AS A RESULT OF MORE IMPERVIOUS SURFACE AND THE FILLING OF A PORTION OF THE WETLAND WILL BE AT ELEVATION 10.94 OR 0.38 FEET HIGHER THAN THE PRE-DEVELOPED WATER LEVEL. 89246.04 ENG. 25 / \\ I I 1 / I 1 \ • .v;�i // /Az/j ////// // _fr,% I .✓^''�""---'^•ti -1/ I I I w.. : 1 ) • ,-7 ./ /j/7 . _ •. \\ /u / K�j 'diX l � 7 / ‘aiVi.... . -- ----- � \ X33 � � ��- �i \ \ ' 17 x // / �• x \ ..,"" X17 / r _____ iirr. ___aor ..... ______--.. Jr............................„4. 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V011av .. 1- 1 Pali iv% A ,s0 N.N.‘ A. \. , 1.ti //:_-- ems witiaw›•.tot,-4&414FAVI*4 ,.,,, , . --, , _ - 1517 keint._,--• , _ —'4 ,..\ .0, , /cr....4 . 1- , _ APtilirtiorksirk .' % • , .. . - ,.• i limi c.,...-- lb ta,4 . 1,. .111 Qz-• _. ks,nlits ) \ za_ _ I IA INL -°` ilk Wiallign V- 1 \\\V" I =-- --_-t __, isse _ ,..114 L.4s hi Ak., ....41111 17./iff mill'illz: - . \ '1 .... fir ,m ,--- A ji&sie , 4 01,-"',1114•=11111V V-hkk- ., v--C7) ,,, T p," ,. ,, 1,,,,,,k,„.„ _ „ ........... ,, ._(,_ 4 -,,,.._ Ili ,- - ril - i. $1=6". ilk Si intellagil ‘1 Imillalli 49. :71 --4;,T: /N\- . 414111.111 0‘i al II"irja Cyr:".I ' ' 4V J CD. * --- ;:l 1 I I I FP 119"144 11 16.1 iiii 1 1- / .. i -.__ T.' I . . ircZ- Irg~i --4 yet - 7 :i,'" , \ 4 , 1 JO"'‘Iwitgissiiivi if 'v '. ' -'1 --(-------- - Vir Agi11110v1i • 100-YEAR 7-DAY PRECIPITATION r 3.4 ISOPLUVIALS OF 100-YEAR 7-DAY Oso aril P1 ` ' 15.O- - TOTAL PRECIPITATION IN INCHES \ ti ,'arallir'lI Ito - �tx fair"Prillir lt 13.0 °• CO 1- 0 1 2 3 4 5 6 7 6 Mlles 0 - 0 1:300,000 3.5.1-14 � ►� O -- � leA KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL TABLE 3.5.2B 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 AB CD 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 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 pervious and 2.5 DU/GA 30 Impervious portion 3.0 DU/GA 34 of the site or basin 3.5 DU/GA 38 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. 3.5.2-3 I/90 -) 4e9 File Basin Hydrograph Storage Discharge Level pool INPUT, MODIFY OR BROWSE DATA ( ')ESCRIPTION BASIN ID EXUB SBUH HYDROGRAPH : EXISTING UPPER BASIN REA (acres) 13 .600 RAINFALL CHOICES RAIN PRECIP (in) : 9.80 1. TYPE IA ( TIME INTERVAL(min) : 60. 00 2 . TYPE I 'IME OF CONC (min) : 26.00 3 . TYPE II tAINFALL SELECTION: 7 4 . TYPE IIA 'ABSTRACT COEFF 0. 20 5. TYPE 3 BASE FLOW (cfs) 0.000 6. USER 1 ;TORM DUR (hrs) 168 .000 7. KC 7 DAY 8. CUSTOM ( PERVIOUS PARCEL IMPERVIOUS PARCEL REA: 8 . 900 acres AREA: 4.700 acres N 81 . 00 CN 98 . 00 SUMMARY DATA EAK HYDROGRAPH TIME: 55.00 hrs EAK HYDROGRAPH FLOW: 4. 1184 cfs 'TOTAL HYDROGRAPH VOL: 8. 0408 ac-ft --01 HOME END Fl :Find F2:New F3 :Get F4 :Tc-Calc F5:Delete ' Pgup Pgdn F6:Compute F7: F8:Method F9:Template F10:Exit File Basin Hydrograph Storage Discharge Level pool INPUT, MODIFY OR BROWSE DATA BASIN ID EXLB SBUH HYDROGRAPH ESCRIPTION : EXISTING LOWER BASIN r,REA (acres) 20 .500 RAINFALL CHOICES RAIN PRECIP (in) 9.80 1. TYPE IA IME INTERVAL(min) : 60.00 2. TYPE I IME OF CONC (min) : 22.00 3 . TYPE II RAINFALL SELECTION: 7 4. TYPE IIA "BSTRACT COEFF 0 . 20 5. TYPE 3 ASE FLOW (cfs) 0.000 6 . USER 1 .,TORM DUR (hrs) 168.000 7 . KC 7 DAY 8. CUSTOM ERVIOUS PARCEL IMPERVIOUS PARCEL REA: 20 . 100 acres AREA: 0 .400 acres CN 89 .00 CN 98. 00 SUMMARY DATA _ EAK HYDROGRAPH TIME: 55.00 hrs PEAK HYDROGRAPH FLOW: 7. 0159 cfs DTAL HYDROGRAPH VOL: 12. 8029 ac-ft �1 HOME END F1:Find F2:New F3 :Get F4:Tc-Calc F5:Delete Pgup Pgdn F6:Compute F7: F8:Method F9 :Template F10:Exit I evIto File Basin Hydrograph Storage Discharge Level pool INPUT, MODIFY OR BROWSE DATA BASIN ID DEVUB SBUH HYDROGRAPH DESCRIPTION DEVELOPED UPPER BASIN AREA (acres) 13 .600 RAINFALL CHOICES RAIN PRECIP (in) : 9 .80 1. TYPE IA ITIME INTERVAL(min) : 60. 00 2. TYPE I DIME OF CONC (min) : 12 .00 3 . TYPE II RAINFALL SELECTION: 7 4. TYPE IIA 'A BSTRACT COEFF 0. 20 5. TYPE 3 BASE FLOW (cfs) 0.000 6. USER 1 STORM DUR (hrs) 168.000 7. KC 7 DAY 8. CUSTOM ' PERVIOUS PARCEL IMPERVIOUS PARCEL AREA: 8 .500 acres AREA: 5.100 acres .N 81 .00 CN 98. 00 I SUMMARY DATA 'EAK HYDROGRAPH TIME: 55. 00 hrs 'EAK HYDROGRAPH FLOW: 4.5247 cfs ' TOTAL HYDROGRAPH VOL: 8. 1581 ac-ft -il HOME END Fl:Find F2 :New F3 :Get F4 :Tc-Calc F5:Delete I Pgup Pgdn F6 :Compute F7: F8:Method F9 :Template F10:Exit File Basin Hydrograph Storage Discharge Level pool INPUT, MODIFY OR BROWSE DATA BASIN ID DEVLB SBUH HYDROGRAPH )ESCRIPTION : DEVELOPED LOWER BASIN (£ REA (acres) 20.500 RAINFALL CHOICES RAIN PRECIP (in) 9.80 1 . TYPE IA 'IME INTERVAL(min) : 60 .00 2 . TYPE I 'IME OF CONC (min) : 10.00 3 . TYPE II 'RAINFALL SELECTION: 7 4 . TYPE IIA ABSTRACT COEFF 0. 20 5. TYPE 3 EASE FLOW (cfs) 0. 000 6. USER 1 IiTORM DUR (hrs) 168 .000 7 . KC 7 DAY 8. CUSTOM ERVIOUS PARCEL IMPERVIOUS PARCEL REA: 8.200 acres AREA: 12 . 300 acres ICN 89.00 CN 98.00 SUMMARY DATA EAK HYDROGRAPH TIME: 55.00 hrs ( PEAK HYDROGRAPH FLOW: 8. 3422 cfs -OTAL HYDROGRAPH VOL: 14 . 6915 ac-ft -+l HOME END F1:Find F2 :New F3 :Get F4 :Tc-Calc F5:Delete Pgup Pgdn F6:Compute F7: F8:Method F9:Template F10:Exit I $ 6?A L r IFGE- 1 co. I I ,1 II Hyd No. 1 PRE—p€V. OPPER $ASIIJ �• II I Hyd No. 2 PRE -PEv,t-oWER BAst,J 4. Hyd No. 5 PRE—tEV. -ro-T-A,t- gAs 14 G hi 0 I,;I In.. III C of I„ .M II ..I I"l ,I 4j Ic ;ti 6 , LP' Ili '1 , 1' M, r ; ti ji t cl............., f t 24 48 72 96 120 144 168 19c Time in Hours Hyd N©. -Rate: 4.08 cfs Time: 56.00 hr Vol : 8.04 Ac-ft Int: 60.00 min Hyd No. : 2 Rate: 7.02 cfs Time: 55.00 hr Vol : 12.80 Ac-ft Int: 60.00 min Hyd No. : 5 Rate: 9.91 cfs Time: 56.00 hr Vol : 20.84 Ac-ft Int: 60.00 min IEGE1 I' Hyd No. 3 PcsT-DEY. QPPE R. SAS tJ it I Hyd No. 4 POST-06v. ►.o.JER Sl+, 11.1 Hyd No. 6 POST-DENL ToTA L F�AS1 rJ ' • "I J I„ rI II I I„ 01 II II I VI I' t ; I. t t ; t r , •N' ti 24 48 72 96 120 144 168 182 Time in Hours Hyd N©_ 33 Rafe: 4.48 cfs Time: 56.00 hr Vol : 8.16 Ac-ft Int: 60.00 min Hyd No. : 4 Rate: 8.34 cfs Time: 55.00 hr Vol : 14.69 Ac-ft Int: 60.00 min Hyd No. : 6 Rate: 11.45 cfs Time: 55.00 hr Vol : 22.85 Ac-ft Int: 60.00 min li *I' IEGEYD 11 Hyd No. 5 PRE—DE•i.--mo-r,4L w..10 1 Hyd No. 6 Pos'C--rE.V. -c»-rAL. gAs t t.1 lo, 0:1+ Nr ... 24 48 12 86 120 144 168 15i 6 Time in Hours Hyd NO. :Rate: 9.91 cfs Time: 56.00 hr Vol : 20.84 Ac-ft Int: 60.00 min Hyd No. : 6 Rate: 11.45 cfs Time: 55.00 hr Vol : 22.85 Ac-ft Int: 60.00 min LEGEND Hyd No. 7_ C'RE-DEN. o iTFLO Hyd No. 8 POST-DES/. o'TF A ` MN 1+ N � Ni r ••` , i rr _ 0 Cl. 24 48 72 96 120 144 168 192 7 Time in Hours Hyd N . =Rate: 5.16 cfs Time: 59.00 hr Vol : 20.84 Ac-ft Int: 60.00 min Hyd No. : 8 Rate: 4.59 cfs Time: 59.00 hr Vol : 22.85 Ac-ft Int: 60.00 min 147 la File Basin Hydrograph Storage Discharge Level pool Bush, 2 Rectangular vault Trapezoidal basin Underground pipe Sto list Custom file 3 CUSTOM STG-STO LIST STORAGE STRUCTURE ID: 1 NAME: PRE-DEVELOPED STORAGE INCREMENT: 0.50 STAGE STORAGE STAGE STORAGE 1: 8.50 0. 00 6: 11. 00 181854 2: 9 . 00 1973 .00 7: 11.50 295478 3 : 9.50 12811 8: 12 .00 423834 4 : 10. 00 38138 9: 0.00 0.00 5: 10.50 92117 10: 0. 00 0.00 PGUP PGDN F3 : Get F6 : Delete F10: Exit 2 ailable Memory remaining: 139016 bytes Current Data Set Name: C:\WORKS2\PROJECTS\BLUME.bsn File Basin Hydrograph Storage Discharge Level pool Bush, 2 Rectangular vault Trapezoidal basin Underground pipe Sto list Custom file 3 CUSTOM STG-STO LIST STORAGE STRUCTURE ID: 2 NAME: POST-DEVELOPED STORAGE INCREMENT: 0.50 STAGE STORAGE STAGE STORAGE 1: 8.50 0 .00 6: 11 .00 136935 2: 9.00 1973.00 7: 11.50 210797 3 : 9.50 11983 8: 12.00 287233 4 : 10 .00 32427 9: 0.00 0.00 5: 10.50 72963 10: 0.00 0.00 PGUP PGDN F3 : Get F6: Delete F10: Exit Available Memory remaining: 139016 bytes C-rrent Data Set Name: C:\WORKS2\PROJECTS\BLUME.bsn II 1S,// File Basin Hydrograph Storage Discharge Level pool Bush, Roed & Hit2 Release Proportional weir V-Weir Notch weir Broad crested weir Orifice design 3 CUSTOM STG-DIS CURVE DISCHARGE STRUCTURE ID: 1 NAME: PRE-DEVELOPED INFILTRATION INCREMENT: 0. 50 STAGE DISCHARGE STAGE DISCHARGE 1 : 8 . 50 0 . 00 6 : 11 . 00 6 . 88 2 : 9 . 00 0 . 39 7: 11 .50 8 . 03 3 : 9 . 50 1 .09 8 : 12 .00 8 . 80 4 : 10 . 00 2 . 30 9: 0 . 00 0 . 00 5 : 10 . 50 4 . 94 10 : 0 . 00 0 .00 PGUP PGDN F3 : Get F6 : Delete F10 : Exit ailable Memory remaining: 139016 bytes Current Data Set Name: C:\WORKS2\PROJECTS\BLUME.bsn File Basin Hydrograph Storage Discharge Level pool Bush, Roed & Hit2 Release Proportional weir V-Weir Notch weir Broad crested weir Orifice design 3 CUSTOM STG-DIS CURVE DISCHARGE STRUCTURE ID: 2 NAME: POST-DEVELOPED INFILTRATION INCREMENT: 0. 50 STAGE DISCHARGE STAGE DISCHARGE 1 : 8 . 50 0 . 00 6 : 11 . 00 4 . 73 2: 9 . 00 0 . 39 7: 11. 50 4 . 96 3 : 9 . 50 0. 97 8 : 12 . 00 5.06 4: 10. 00 1. 75 9 : 0.00 0 .00 5: 10 . 50 3 . 68 10: 0. 00 0.00 PGUP PGDN F3 : Get F6 : Delete F10 : Exit Available Memory remaining: 139016 bytes C"rrent Data Set Name: C:\WORKS2\PROJECTS\BLUME.bsn it II File Basin Hydrograph Storage Discharge Level pool Bush, Roed & Hitchings, Inc.2 3 ROUTING COMPARISON TABLE MATCH INFLOW STO DIS PEAK PEAK OUT DESCRIPTION PEAK PEAK No. No. STG OUT HYD PRE-DEVELOPED 0. 00 9.91 1 1 10.56 5.16 7 POST-DEVELOPED 0. 00 11.45 2 2 10.94 4.59 8 >Done< F10 to Exit ailable Memory remaining: 139016 bytes current Data Set Name: C:\WORKS2\PROJECTS\BLUME.bsn I II STORM DRAIN PIPE AND GRASS LINED SWALE SIZING CALCULATIONS FOR DISTRIBUTION FACILITY FOR BRUCE BLUME OAKESDALE AVENUE SOUTHWEST & MONSTER ROAD RENTON, WASHINGTON BY BUSH, ROED & HITCHINGS, INC. 2009 MINOR AVENUE EAST SEATTLE, WASHINGTON 98102 (206) 323-4144 MARCH 19, 1990 BRH JOB NO. 89246.04 II I1 I 1/I, 4I ZZ ��as4 L i Oi tom t;ZAToJ S►,JA ', Fay KtrJ� co. Dc ►c= 10 • I cr - 2-y�AR 24 - FRE o� (p ) = ES • GAST SI.JALc : AREA (A) _ , (FgOriPIPE GAtrG.S, RJtJoFc cvEFP-IG►cNT `G.F ) = G, g 5 TG t!F Kcr-t P t PE GA tLS, )JOT I OLI-Li ' Ti 1 lG = (42,34. M i oo-r E S 'L ((R , IN Tes3S1-rY (L.L> t=Ror-1 K-ktie Go, MA-0UAL TA.BL'c 4,3 , 7, 2 Cain J re.)- R) _ 1,S8,(6,34)-(O.5e) = O, S4 12 = pi. i Z = (2 .o ) (o, S 4► ) = I , 0 a 7 tt,,, , PEAK RJ►JoFP RA-re CqZ) = C.� ZZ A = o,3S (1,0a)4.-11 = 4, 3 3 c-CS ao-r-ot-1 I J►p TN- v•J> c►;,�t�NEt, ,LoFC S = O. %OS /f:1-. S I i;-E- SLOP' (a) : 1 = o, 03 S �R.ASS L-ItJEP slJP��E) E PTA; `& = 0, S MAX , ¢ab A g. z-D/Z (. 7,1A-0 fit F�RMJ 1 1, - A = 64)(D) + 3p = 2 ,-75 Sp P = LJ 1- j i -- - = -I, I b-7- P = C� = Io oa 2.,� 3 S, (o, g43) o.0O5)'l:. _ 4-/3to c-s > 4, ;3 c-CS EQD, J� C)OZ v ¶y cz,oz 'a? -2-bC,C7° ‘a ( //,19c7/7'°.),(51-'c?-7 c.)4; 3L'c = ap } (a)(o) _ a-;rr1 cv--)r-,1,4710� �r��N'd� mil, `� � � b 0,1 _ (67 ).i1-77'dd ' X'd t,4 IS 'o = (ca.) r-t i an <3,Neris as N I SS^ �7 S 4 O 'o = `^ a) ?..cic7-1c7 BC1c7 CS,) =Io-+5 -19 Ndr� ((''1) rt1 a 11-'1 u c C' 54.2c107 'a) _ZS'5-1 075'0) Sc 'o = a''ZS �� = � 'b7 -Avail. *\oL7/0)co' -L2 = Z; Zd = Z= QLz -o = ces-o2_(.0')-7.) (cas '1) _ yo,7-(7_4(-6-v7 = Z s ce.: -b ��r.L -,dry(-4 to W ' IA cZ i) 1-1-15r9..1.tm 1 ' "el). Z s �N11,4 c2. 17 = ( nw11-1- "vv.1J N1 d="4viar- -1-N1 is ' 5-2- e'7 ad d w(-734) �J- SQ 'o = ( '7 :.N;1 -71 darr' c•Y7')vd-7 3d td Wo 3) '""d Z S ' l = <d) a�d►~t ' .iSa I ' • Z KING COUNTY, W ASHINGTON, SURFACE WATER DESIGN MANUAL FIGURE 3.5.1C 2-YEAR 24-HOUR ISOPLUVIALS • • • t--- -• . - -=P :�-- - - - - - 4, fil ra lik Ti ri : . ;1-.--- -.\ vAzar hia...,,v, .....nirr*,--;.- wa . V• .t I 1111i 1.1k4k1‘il11yk,., i �. wA - IllrV Aa1eV—l1 •., 19. / ••-!It1105.1111,17.. : a :14 A AIM" ...fill*. iti 2P _ Vitihrlyil '-7'Wig IV illitt521111104,Otit . Al q ( ' - ' 'PI"' Ilik• —tillirdr!Mik " '• '091 . P 1 .Illi / . I . . ,• Il1111, (.-:•. ,iiikINaigi. '! `lt ��. ! - --riemu\- ,a� ' �,c� • firo.14 1 ...--.4.4,„mrsarasawnis .._1„....„ _ \- limit-Tim I, 11 - 11kW "*".I.-' ,Iviip - -r4 /# 1 Vilikii a *it _. . „,, .1,0;,. , 2. , , ,. _ .iikkati, , .-- :- ....„- Av . --- Ai. .ikv.„ - 671V - --Yi. --.2) ,.. V 7' \ . A* , i 117 •---- 7 a N-11V: 1 `i SITE �' �� ..mie � 11,, ip �� I/ la ,,,,. pip r 1.:Ai\i .14t% r \ I / 44 k - .r fil4 : "VASA .- A .4* -2 = - ' ! ,..mm_ . ,-- - , :im 4 ir . • Q= . 1/4-4.11!‘, - 1 Alill ''' -4-, ti IFIlard111111 -- liPtv Ar cPs / . 7..n i 1 grit -- 'oe.-,. inwartitaimpIIIPA ' N‘ MO N,. tiv pirallit ais• ...../ f gnArtyllibib, ‘ c" IPA 1i o - -- , 7;5. ,_, itiph ir -,i p•m 4, 1 • . 1 ii%ri \cP--4101 , won ,- - Firl /- Ala ......,a1/40,, f ... _ . ,Iti...._._. -- \...._-.,..40..onmisikt „,, .. geppiplip i. I . - - ' NNW JI��: ice. � /rhaarlit � tv real A lel. i ,,.."" -. 'N..„41"kill. ,f .. ' elf 'I' .0 - I ry VSMA 1III ' - 2-YEAR 24-HOUR PRECIPITATION vglea��AITIE / ••.,, 0.3.4�' ISOPLUVIALS OF 2-YEAR 24-HOUR • 1/ �arAin 35 TOTAL PRECIPITATION IN INCHES �.V I4 - 01r� ' ryi. � .,it 2 3 4 5 6 7 6 611145 1:300,000 1 ,_Q ry ry` Ifr-'` 1/90 . KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL 'IR Peak Rainfall Intensity The peak rainfall intensity (IR) for the specified return frequency (,) design storm is determined using a unit peak rainfall intensity factor (is) for a given return frequency (R) design storm using the following equation: IR = (PR)(iR) where: PR = is the total precipitation at the project site for the 24-hour duration design storm event for the given return frequency (from the lsopluvial Maps in Figures 3.5.1C through 3.5.1H) iR = (a))(Tc) (bR) ; the unit peak rainfall intensity factor Where Tc = time of concentration (minutes), calculated using the method described below only (T, minimum value is 6.3 minutes) aR and bR are coefficients (from Table 4.3.36) used to adjust the equation for the design storm return frequency (R) This *is" equation was developed by SWM Division staff from equations originally developed by Ron Mayo, P.E.. It is based on the original Renton/Seattle Intensity/Duration/Frequency (I.D.F.) curves. Rather than requiring a family of curves for various locations in King County this equation adjusts proportionally the Renton/Seattle I.D.F. curve data by using the 24-hour duration total precipitation isopluvial maps. This adjustment is based on the assumption that the localized geo-climatic conditions that control the total volume of precipitation at a specific location also control the peak intensities proportionally. Figure 4.3.3A has been included to demonstrate that this unit peak rainfall intensity (OR) will generate a curve with the same characteristics as the historic 25 year I.D.F. curve. Note, Tc must not be less than 6.3 minutes or greater than 100 minutes. On the historic I.D.F. curves the lower limit was set at 5 minutes, 6.3 minutes was selected based on the mathematical limits of the equation coefficients. TABLE 4.3.3B COEFFICIENTS FOR THE RATIONAL METHOD 1R" -EQUATION DESIGN STORM RETURN FREQUENCY (YEARS) aR bR 2 Year 1.58 0.58 5 Year 2.33 0.63 10 Year 2.44 0.64 25 Year 2.66 0.65 50 Year 2.75 0.65 100 Year 2.61 0.63 4.3.3-3 1/90 Appendix D Technical Information Report TECHNICAL INFORMATION REPORT for PLUMBERS AND PIPEFITTERS REGIONAL STORMWATER RETENTION FACILITY located at SW CORNER OF OAKESDALE AVE. SW AND MONSTER ROAD for PLUMBERS AND PIPEFITTERS TRUST by BUSH, ROED & HITCHINGS, INC. 2009 MINOR AVENUE EAST SEATTLE, WASHINGTON 98102 ph: (206) 323-4144 fax: (206) 323-7135 contact HAL HAGENSON, P.E. BRH No. 90369. 05 � June, 1994 Z II �,I TABLE OF CONTENTS Page No. I. Project Overview II. Preliminary Conditions Summary III. Off-Site Analysis (R1J ER F\._000WAY DATA) IV. Retention/Detention Analysis and Design V. Conveyance Systems Analysis and Design ( n-sc' S YSTE M B l o-S IJ/ L E VI. Special Reports and Studies VII. Basin and Community Planning Areas °VITT. Other Permits IX. Erosion/Sedimentation Control Design X. Bond Quantities Work Sheet, Retention/Detention Facility, Summary Sheet and Sketch, and Declaration of Covenant XI. Maintenance and Operations Manual XII. Appendix I. POJ R ECT OVERVIEW III Page1 oft . King County Building and Land Development Division TECHNICAL INFORMATION REPORT (TIR) WORKSHEET PART 1 PROJECT OWNER AND PART.2 PROJECT LOCATION PROJECT ENGINEER AND DESCRIPTION Project Owner P 1o....\0¢.es f Pi QA.-C;4 "Tr:is Project Name 12a,2i ov,a.1 SAvr...•,...)a Address 3 t 5 Cva-rd¢.,., A.ro./..,J Q. 14-1 , Location Re.-VeA..-k-►0— t=aci 1 i Phone (i t ) In 1 - S a 00 Township 23 t-1 Range 4- E Project Engineer 4-a1 go.c�¢.�„So� P. e • Sectio n 14 Company S� Ro¢.c!. i 1-1.i+e. i,-+aj 5, 1 Project Size �' AC Address Phone 'a' •H•r •V e Upstream Drainage Basin Size >J/A AC • _ 1• . Gt 610'L solo .23- 4 l • .. PART 3 TYPE OF PERMIT APPLICATION PART 4 OTHER PERMITS °.1! Q Subdivision ® DOF/G HPA ® Shoreline Management 0 Short Subdivision Q COE 404 0 Rockery CI Grading E DOE Darn Safety El Szrueturat Vaults Commercial co,-..3. r-,ct o P 4 -k El FEMA Fbodplain C7 Other g Other E f t i r•i La.-1 Q COE Wetlands 0 HPA PART 5 SITE COMMUNITY AND DRAINAGE..BASIN : Community ..-,t Drainage Basin Y F11.A•. R.i J 2.I- PART 6 SITE CHARACTERISTICS 1 is ® River P 1 G\--ar•...i2( 413 C-X.t2A- 121,1a4 Aoodptain El Stream 151 Wetlands 0 Critical Stream Reach El Seeps/Springs El Depressions/Swales High Groundwater Table Cl Lake Q Groundwater Recharge El Steep Slopes 0 Other 0 Lakeside/Erosion Hazard PART 7 SOILS . Soil Type Slopes Erosion Potential Erosive Velocities IAlood;•-v, I I Q. D - S % K i 91-, K = 4.--.)-1 Rhy..IA..)P c.9- 5 o/ T't o r4-e. Lo.-s K = o.Z S l 'QavSt to - t °% M0,4.Pra4e, 1.-1 ink-, K = o, I S Q Additional Sheets Attatched 1/90 Page 2 of 2 King County Building and Land Development Division TECHNICAL INFORMATION REPORT (TIR) WORKSHEET _.1 •ART 8 DEVELOPMENT LIMITATIONS I REFERENCE LIMITATION/SITE CONSTRAINT ® Ch.4-Downstream Analysis ® Cr R(J Q Tez L. CO,. .. ,'#*tQ-. 12o00 c K PJ fvp Stu+ o-f-F I El O to 0 Additional Sheets Attatched 1 PART 9 ESC REQUIREMENTS • . • • MINIMUM ESC REQUIREMENTS MINIMUM ESC REQUIREMENTS IDURING CONSTRUCTION FOLLOWING CONSTRUCTION [] Sedimentation Facilities Stabilize Exposed Surface 0 Stabilized Construction Entrance 0 Remove and Restore Temporary ESC Facilities I ® Perimeter Runoff Control ® Clean and Remove All Silt and Debris 0 Clearing and Grading Restrictions tE2 Ensure Operation of Permanent Facilities ® Cover Practices • 0 Flag Limits of NGPES I ® Construction Sequence 0 Other 0 Other PART 10 SURFACE WATER SYSTEM • ® Grass Lined Channel O Tank O Infiltration Method of Analysis I I ® Pipe System 0 Vault 0 Depression S 12)J 1' 0 Open Channel 0 Energy Dissapator 0 Flow Dispersal Comp ensation/Mitigation 0 Dry Pond 0 Wetland 0 Waiver . of Eliminated Site Storage Wet Pond Cl Stream ® Regional Detention Brief Description of System Operation 'Po w.P 0..rk 4•(< -Ro.,, Q e o tia.I P2, +i o P0�c -4-0 P- t c.k,.a,� . I Facility Related Site Limitations 0 Additional Sheets Matched Reference Facility Limitation 69(212-"n Ii244 2r FI OOcl 60•-.*o I Rt.-•-.p C-41M 0 e a...rA-4e_ o,n 1,3 ....•\,.a.. cZ j J p�../- tS -c`Ow•-�q a,.'k- IesS `k- .s--. I2-000 c.c., PART 11 STRUCTURAL ANALYSIS PART 12 EASEMENTS/TRACTS (May require special structural review) Drainage Easement 0 Cast in Place Vault 0 Other El Access Easement El Retaining Wall n Native Growth Protection Easement 0 Rockery>4'High 0 Tract ' 0 Structural on Steep Slope 0 Other •ART 14 SIGNATURE OF PROFESSIONAL ENGINEER ,1 I or a civil engineer under my supervision have visited the site. Actual she conditions as observed were Incorporated into this worksheet and the attatchments. To the best of my knowledge the Information provided hers is accurate. ► 1190 II. PRELIMINARY CONDITIONS SUMMARY 3' L %.0 _`\�y. 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FLOODING SOURCE FLOODWAY BASE FLOOD WATER SURFACE ELEVATION SECTION MEAN REGULATORY WITHOUT I WITH INCREASE CROSS SECTION DISTANCE' WIDTH AREA VELOCITY FLOOOWAY FLOOOWAY (FEET) (SQUARE (FEET PER FEET) SECOND) (FEET NGVD) Green River (Without Levees) A 3.90 450 9,977 1.2 8.2 8.2 8.2 0.0 B 4.38 443 8,939 1 .3 8.3 8.3 8.3 0.0 C 4.80 500 9,357 1.3 8.3 8.3 8.3 0.0 D 5.21 800 13,904 0.9 8.3 8.3 8.3 0.0 E 5.42 400 4,953 2.4 8.3 8.3 8.3 0.0 F 5.68 260 3 ,626 3.3 8.5 8.5 8.5 0.0 G 5.98 290 4,571 2.6 8.7 8.7 8.7 0.0 H 6.20 400 4,679 2.6 8.8 8.8 8.8 0.0 I 6.25 200 2,726 4.4 8.8 8.8 8.8 0.0 „I 7.62 213 2,432 5.3 9.9 9.9 9.9 0.0 K 8.12 250 2,668 4.8 11.4 11.4 11 .4 0.0 L 8.47 290 3,555 3.6 12.3 12.3 12.3 0.0 M 8.86 190 2,464 5 .2 13.0 13.0 13.0 0.0 N 8.97 186 2,363 5.4 13.3 13.3 13.3 0.0 O 9.06 165 2,051 6.2 13.5 13.5 13.5 0.0 P 9.24 188 2 ,883 4.4 14.2 14.2 14.2 0.0 Q 9.48 134 2,645 4.8 14.4 14.4 14.5 0.1 R 10.63 176 2,654 4.8 17.5 17.5 17 .6 0.1 S 10.79 163 3,247 3.9 18.1 18.1 18.2 0.1 T 10.87 163 2,735 4.7 18.3 18.3 18.4 0.1 U 10.92 216 3,576 3.6 18.6 18.6 18.8 0.2 V 11 . 18 150 2,571 4.7 19.4 19.4 19.5 0. 1 W 11 .48 140 2,576 4.7 20.0 20.0 20.2 0.2 X 11 .68 180 2,884 4.2 20.3 20.3 20.6 0.3 Y 11.83 175 2,568 4.7 20.6 20.6 21.0 0.4 Miles Above Mouth T r A FEDERAL EMERGENCY MANAGEMENT AGENCY I FLOODWAY DATA B L KING COUNTY, WA 4 AND INCORPORATED AREAS GREEN RIVER (WITHOUT LEVEES) ft 1- --t- ..r.. r 0 , rrir , . -4-, FT , 1 I.., . . , • I • • • • C 1 il I I 1 sit -ft-. 11 1)-. .1 - - •-'-i. -i ' f i 4', : i A l' '1 4 I 1 i•I II I :' I ", I I I-, I ; : • • ! !, • r j. -1 -1 -4-•!• 44 , liftffi. ! r . .. 1 • . • • • f : • ! , • • X 41 . 111 • •• 4t- .4 •ti" i 1 i fit ' ' i 1 0 : . . •-• 11-1•• - - - I- 1- .- - it.-, 4, ; I.1 11- 1, 1 I ! 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I . __ II I r'0 a -1-141-1-- I 1- ---/ -- 1 ---,-1 . •.1- I- -I.• -1 I .1 i iHt , tit _. - - - - -- --- - - - - -, .-.-- -,-,---.1-f-.11 i i ' liif 14311, :-r 1111--i ! ! Iii1 , ; r.) .CO ..A 0 -I r4 0 0 0 0 0 minsimmi. FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD PROFILES N., r..) KING COUNTY, WA AND INCORPORATED AREAS GREEN RIVER (WITHOUT LEVEES) .._.4.4 i__:._; i = T- ;_ !-- ' } 1I '} f ; ; I it i iii ' iIti f+y ' r T t : , r — 1ii' ' ,r . .1 ,a _ i • i _4 I , 1 . j i t I I I �t •i I ! i I , ' ' j i i 11 I I . 1 ` } I , I 1 1 it 1 ' ir + t : I I + ! ' . -, ICI E i �Ii -, iI 1 { i ! 1iII1, , 1 ! + ' . 1 1 11 , ! ' '` ' ! II ! ' i i �V • t 1 i 1 f ' t }F . 1 , ! 1 1 . 11I I ! t t ; i 1 I r T�� l+ ! ! I -r + I 1 L'e i.i t l _t_ .___...` I + ' -� -1 T- ` 25 T'- I j 1 , { L i I i i ! I 1 1 11 I i ! i j i ' I i l i i i^i I IT 1 I I t 1 {"��_•_ 1-' O LIJ { i (' i ! r lii � # ;1 � jf rT � } � � { � j + � i CC GC Ii ' I t Iii 11f } 1 II It 1 j � t ! I { t + � I! ! 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I i I I L 1 i I I T Q LLB j 1 I 1 I , ; I .�a_.T.�._T' • I• I ! - i • 1 ! j I i i , •' ""_• z ,/ I I{I i i i i : • i 1 ----,-rj I I 1 l •I • I l + ( W Q Q I I 1 lift _ .1 : ' 1I 0 , W 111. i + . , ! t1, !_ . I• , 1-- -r*- LEGEND Z I" Q -- Tom' I ! 1 ' +-=!! . 500• -YEAR FLOOD 2 p G � 11 1i ' I ' i4 ~� -- } a. } ' I 1 , ' • II ; " +.k + I ; i ; 100-YEAR FLOOD Zce 14_,,_ ! I ; I : 1 co CD } I ` 1 i j ! I 1 ; , 1 i 1•t ±' —— 50-YEAR FLOOD Z Z I ! ! I L ]C ' I ! i t it ' !' 1 1r-�-;--i_i+ 10-YEAR FLOOD "' G 1 ( ! r ; t f ! i l L i ' � I � i ' STREAM BED W Q lilli i4iil ` + �1iil ' a !' ' 1 1 t , t CROSS SECTION W - � i ; 1iI 1I ' ' Ili ; ; II LOCATION o , 1 ! 1I 1 . I , Itif tl 1 w u. 3.5 4.0 - 4.5 5.0 5.5 6.0 I. 44P =FEET ABOVE MOUTH A). OFF-SITE DRAINAGE TO THE SITE B). OFF-SITE DOWN STREAM ANALYSIS Refer to the map on the following page for details of the routing. IV. RETENTION/DETENTION ANALYSIS AND DESIGN A. EXISTING POND (SEE APPENDIX "A" ) PAGE XX B. DEVELOPED POND (SEE APPENDIX "B") PAGE XX C. EXISTING FLOWS TO POND PAGE XX D. DEVELOPED FLOWS TO POND PAGE XX E. POND WATER LEVELS PAGE XX EXISTING POND THE EXISTING POND IS APPROXIMATELY 1. 9 ACRES AND IS LOCATED ON BOTH SIDES OF THE RAILROAD SPUR LINE IN PARCELS 2 , 4-A AND 4-B (SEE APPENDIX "A" ) . THE WATER LEVEL VARIES DURING THE YEAR DEPENDING ON THE AMOUNT OF RAINFALL. INFILRATION TESTS AND GROUNDWATER MONITORING WELLS INDICATE THERE IS VERY LITTLE OUTFLOW FROM THE POND AND POSSIBLY INFLOW DURING WET TIMES OF THE YEAR (SEE FOLLOWING EARTH CONSULTANTS INC. DATA) . THERE IS AN EXISTING 30 INCH CMP LOCATED IN THE NORTHWEST CORNER OF PARCEL 2 AND EXTENDING TO THE RIVER WITH A FLAPGATE AT THE OUTFALL. THE INLET END OF THE PIPE IS BURIED AND THE PIPE IS NOT OPERATIONAL. JUL-17-1991 15: 17 1-hul Pc4XE BLLK'E AND CO. TO BUSH ROED P.03 I r RI I Parcel & MW-2 •) I S MW-3 I 1\ I. . I r i I 9 MW-I - -- Property Line 1 I • Porce14A 8 48 : : H— I Not to Scale t t I j.EGEND MW-1 Approximate Location of ECI Groundwater Monitoring Wells, Prof. No. E-4563-4, \\ MW-.5 June 199i I - • L - Proposed Building \I . I Reference: Site Plan by Bush,Roed a Hitchings, Inc. Doted June 1990 \-, N «''"!,("1.1, 1 Eth COl�tt5 Inc. Monitoring Well Location Pion �it, IIfMi 11 a,q,�. ,.a„ioakm ,r,,, �,r,,, Distribution Fociiity I • Renton, Wbshington Prof. No.4563.41 Drwn. WJ I Date June '91 Checked VO IDate 6/26/91 fPlat. 1 JUL-17-1991 15: 1B FROM BRUCE BLUE AP(D Co. TO BUSH ROED P.B4 Monitoring Well Detail t t • BUNK CASING .ll1-'-. 7)7---'-----7?c. 4 4 hiD NTONITE SEAL r' .b' • SANePAGK t 1< ,NC1s IXAMCMA SLOTTED$CAEEN l • BLANK SILT TRAP • SOTTO*WELL CAP Monitoring Well information l'.'w,� Sbtted Pipe Boning Groundwater Level Rea�ings (IL) . Well No. (depth range,Ft.) D.Pth 01-) 620/91 624/9 A MW-1 8.0 to 15.0 20.0 11.0 10.0 MW-2 5.0 to 12.0 12.0 7.0. 6.0 ID 4e • MW-3 10.0 to 15.0 16.0 13.0 11.0 MW-4 2.0 to 10.0 10.0 3.5 2.5 4 T; - M W-5 5.0 to 10.0 10.0 8.0 8.0 ' f Note:Groundwater levels above ere relative to the existing adaoent monitoring well surfaoe grades. l'�.. �l'1 `t�t`j' Earth MONITORING WELL DETAIL \�t�'�\��1�r\ Tl� Cons tents Inc. DISTRIBUTI , ON FACILITY RENTOI Pro). No, 4563-4 1 1 Drwn. W.I. I Date Jun'81 Checked vo Date 6-27-91 Pete 2 (- TOTAL P.04 DEVELOPED SITE HYDROLOGY THE DEVELOPED SITE WILL CONSIST OF 44 ACRES OF COMMERCIAL DEVELOPMENT WITH APPROXIMATELY 25.5 ACRES OF IMPERVIOUS SURFACE A (SEE DEVELOPED DRAINAGE BASIN MAP) . A DEVELOPED CN VALUE OF 81 WILL BE USED FOR THE UNDISTURBED FOREST AREAS AND 98 FOR THE W IMPERVIOUS AREAS. THE FUTURE TIME OF CONCENTRATION FROM PARCEL 3 TO THE POND IS ESTIMATED TO BE 33.12 MINUTES. THE EXISTING POND WILL BE RETROFITTED WITH A PUMPED DISCHARGE SYSTEM TO CONTROL THE POND WATER LEVEL. THE PEAK DISCHARGE RATE WILL BE EQUAL TO 50% OF THE EXISTING 2 YEAR/24 HOUR STORM. THE PUMP CONTROL SYSTEM WILL BE SET TO MAINTAIN A POND LEVEL AT ELEVATION 11. THE OUTFALL WILL BE TO THE P-1 CHANNEL JUST UPSTREAM FROM ITS CONFLUENCE WITH THE GREEN RIVER. A MONITORING SYSTEM WILL BE INSTALLED AT THE RIVER TO AUTOMATICALLY SHUT THE PUMP SYSTEM OFF WHEN THE RIVER IS RUNNING AT THE 12,000 CFS LEVEL PER REQUIREMENTS OF THE GREEN RIVER FLOOD CONTROL ZONE DISTRICT. A 200 FOOT LONG BIOFILTRATION SWALE WILL BE CONSTRUCTED TO HELP TREAT THE STORMWATER RUNOFF PRIOR TO ENTERING THE P-1 CHANNEL. EXISTING SITE HYDROLOGY THE EXISTING SITE IS A 43 . 7 ACRE DRAINAGE BASIN AT THE SOUTHWEST CORNER OF OAKESDALE AVENUE S.W. AND MONSTER ROAD THAT DRAINS TO AN EXISTING POND BEHIND THE ELAND DISTRIBUTION FACILITY. THIS POND SERVES AS A REGIONAL DETENTION FACILITY FOR THE BLUME PARCEL SEGRETATION. CURRENTLY, PARCELS 1 AND 2 ARE DEVELOPED WITH LARGE DISTRIBUTION AND MANUFACTURING BUILDINGS AND PARCELS 3 , 4A AND 4B ARE UNDEVELOPED WITH TREES, BRUSH AND WETLAND AREAS. THE EXISTING IMPERVIOUS AREA IS 15. 9 ACRES. SOILS ON THE SITE ARE A MIXTURE OF WOODINVILLE, PUGET, PUYALLUP AND BEAUSITE. SINCE THE MAJORITY OF THE SOIL IS WOODINVILLE OF THE HYDROLOGIC GROUP "D" AND HAS A IXED USE OF MEADOW AND FOREST, A COMPOSITE CURVE NUMBER OF 85 IS USED IN THE DRAINAGE ANALYSIS CALCULATIONS. THE TIME OF CONCENTRATION THROUGH THE SITE FROM THE HILL SOUTH OF PARCEL 3 THROUGH THE CONTAINER CORPORATION DRAINAGE SYSTEM AND TO THE POND IS 33 .66 MINUTES (SEE EXISTING DRAINAGE BASIN MAP) . F.E.M.A. MAP 328 SHOWS THE SITE IN FLOOD ZONE AH WITH A 100 YEAR FLOOD ELEVATION OF 19 FOR THE GREEN RIVER. C' ge. GIJ R \/ ER Ggoe-ze-, SEGTtc, JAL G. ALGULAT 1 oa4 l�c�,Ttar.J ; F EMA MAP cRoSS SELT►otJ "V ? N1 I L.E 1 1, 1 a JAR cotJFLvE r1LE o gLA C,{G R {So' Et. , Ems, 12t l4,E7 08 Gfs • rj ioct, c 5 1/ 1, =-4'-.a F i 1 F.LooD4,JA•( DATA WrD-r1-4 = 150 6C-' STIO,JAL AREA = Z511 SF Me-AO JGwc.tT,•(=4;1 -4p \,JA-f6R sJRFA s (1 , 4• F R aM F Loo17, P R-C P I IrE 5 ea-ITo 1 EEt,6\/ATtotJ = - S ,O + Gi4AtJtJE1.- eUTT0 v St-OP6 IS FLAT ± PE? = 2 4, 4 ESZIMATEC) So 7TOM ,JIDTl-I = (1.. 1 = 24.4) 2= 1S0 1470. 74 ' ESTtHAT D SIDE SLOP E = 1"'0114 ) _ 24.4 1, i33 % 1 GAPAC.IT-! Q ,� 2,c11 x 4."1 -cFs = 12, O 54 c---Cc Fo(Z G? = ocx, SE c-r ,ot.JAL ARIA ti 1oc1f7) 4.'1 = 1 61 IS S� 1 F -r — _ [(1 9.8 x I.133_><2� +�Z )c(n o•-74-�J 1A-fcp V .PTN ( 1R�' 19,8 ) ,c Iq,e) = 1920 x It91S BUSH,ROED&HITCHGS,INC. JOB �IN CIVIL ENGINEERS&LAND SURVEYORS SHEET NO (�L. OF r9tt Minor Avenue East CALCULATED BY L. DATE - '� --` Seattle,WA 98102 fr (206)323-4144 CHECKED BY DATE H (206)323-7135*Fax SCALE E X l 4)-r I tJ Cc Ga p I I o tJ S Goy-40J.r Aezv Gon40o r .ma �,- -Co+t I Age 4. V01 2.. 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I f414-1e14 lr lv WDo I O 1 1e), [L? 4-20 '1Dolt 4a I ,`iY2,,2ioct... q-( 1 f120 ....._.................._._. . 1. _.. 14 eso._...L45si!cpz Rol ,200 • g .-oS ,' ')C0 2 24.?4g38 4404,zSo. ... ..._ . • tq._.339i_ _S _I_..112 258 .l�5 i D25 i 103[ 2,0o 2 'to tea S 14 61 .60 .._.__-._ : t IrJFILTgATior.! RATES > 4. sr : infiltst less 2 less 3 1 0. 069 0. 069 0. 069 3 1. 705 4 5 0. 353 0. 353 O. 353 ,( 6 1. 815 %. 7 0. 026 O. 026 0. 026 8 0. 96 0. 96 0. 96 9 1. 08 1. 08 10 0. 071 0. 071 0. 071 11 0. 0079 12 0. 07 0. 07 0. 07 13 0. 584 0. 584 0. 584 14 0. 0128 0. 0128 15 O. 0052 �- 16 0. 289 0. 289 0. 289 7. 0479 3. 5148 2. 422 N. 0. 503421 0. 35148 O. 30275 .- ./ r 1 .1> i 1- BUSH, ROED & HITCHINGS, INC. . 4 CIVIL ENGINEERS & LAND SURVEYORS 2009 Minor Avenue Fast SHEET NO 41-•• OF - 1 • Seattle,WA 98102(206)323-4144 coLcuurEo BY TA t- DATE ...1- I ce,— ......"-' BRH (206) 323-7135 *Fax co BY DATE Fo L.-1.-: C.EVG,LoPEP GoOPITIc›.0.$ ... .... .. '.......1 ' L... 1 ! i • I •-• to.,41,‘'.e ; Act...,6-:. . :60LAO.,,,-- ise.i..,...L. i- 'Gip.. . ycz,4 .4.. i Ae-4:ra.. s; -7-11:;4m..I <=2SO4.-i5• X,. et-E4. Pa: ere ft g . 0, of RA. S,1 crr res-. 4 el of Rsz. Vo1.A....4 A(4..e.; L.:c: I . :RA4c. I F-r. i e)g- i C.F. i SV• F i 4' c-F- 1 SF- i c• S ! . . . . : . . . • • •t i -t -...i • . 1............i . ... , 4 1 • 4 . . . . I 0,S ; 0 1 1 : t 47 i 47 1. : , C) 4C) le> . , ic, --. : . ! . , 1 I . : . I 1 1)te?4a 114e0t I 4:30 I 1- C> i 111 I Fi 5 40 el i -4--, ........4......... ! • t -T I I ei7 S.I IPSP - ;1 .i' .(402 e.i.., 4.1'1 Si_L5 S 34-, CAte, toll, -7)2,.S. 0. 4.-.S0 1.. ...1.1_ 1121 5.90._ 17-1. I_I4- . r , ! i i i ! .t. ... - .t_._. l'2- 150111SP 1464SO.; S3r.:.+1S Vilre)0.9 1-. 4-152. 'len 1 '100 it 41-el. I A i I I I I z ---- - 1- r- : -1------ 5i.c7 124 012 S 4-2! itt, ;2.61 i..,.sc, I, 4..s-5 ! -1-- - i- - : - I i il- i 1 i i Iv oo SO o TiM) to 42. i—rLic le.#4;e4g 114,4i:4301 2S1),'S.15- J,(011 1 , -- -i . —. 44.. • _, ....i. .i..e;0 150 134:c ‘40, cS;47 1.,,..4.1,.5 .!.01. I 0042 1.41 24-e... e1.A9. .1.7.).44- 1 . r- 14 '....c T :2 1-1..1 1: C0 615S1 04'1 lti100 Illt.°(0 li'2•110.11 SE54 : 4.0o 1 , 000 : .. A 1 I 1..... '.4.5.2...SPO 1* ..- •-• , , : . . I 1 5. 144.i 050 .11_45S .-It ..1 ,1. 144 4-5c, 4i-15 511 1131,0!av i - 14; P.f1.. c., .__.11. .!.?'.3:7.. ..;.. .. - ..t--1--. , , .,. • : lq 7319 , e?Ic .1.,1112. 5 0c.i ;I-15 S$b. 1.15 2.1110,4-S• 4-12-C,050 '1- 11 . . , • ' . • . . > . . . . .-.. .. .!.-. ..,. . ..:. . ,.. ....... i. ... . .: - . .. . . . . • .. ...Cart 20.1•1—srosolo(Pawl/raw).oc. f1471 li Om,NM TCLL Fit114:0-725 CIO DEVELOPED POND THE DEVELOPED POND WILL BE APPROXIMATELY THE SAME SIZE AS THE PRE-DEVELOPED POND FROM ELEVATON 8 . 5 TO ELEVATION 10 (SEE FOLLOWING FULL DEVELOPED CONDITIONS CHART) . SINCE DEVELOPMENT OF PARCEL 2 THE WATER SURFACE HAS REACHED THE ELAND BUILDING FIRE LAND DURING EXTENDED RAIN STORMS AND HAS NEEDED TO BE PUMPED ON OCCASION. EXISTING FLOWS TO POND (PARCELS 1 & 2 DEVELOPED, PARCELS 3 , 4-A & 4B UNDEVELOPED) THE PEAK HYDROGRAPH FLOW FOR THE 2 YEAR/24 HOUR STORM IS 7 . 7960 cfs. THE ALLOWABLE RELEASE RATE FROM THIS SITE IS 50% OF THIS PEAK RATE OR 3 . 8980 cfs. A RAINFALL PRECIPITATION OF 1 . 30 INCHES WAS DETERMINED BY TRIAL AND ERROR TO EQUAL THIS ALLOWABLE RELEASE RATE. THE PUMP WILL BE SIZED FOR 3 . 8980 cfs OR 1 , 750 gpm ( 3 . 898 cfs x 7 . 480519 gallons x 60 minutes) . STORM I RAIN PRECIP. I PEAK FLOW I PEAK VOL. I 50% 2/24 1 . 30 in. 3 .9061 cfs 2 . 2020 ac/ft 2/24 1 . 95 in. 7 . 7960 cfs 4 . 0430 ac/ft 10/24 2 . 85 in. 13 . 9285 cfs 6 . 8595 ac/ft 100/24 3 . 95 in. 21 . 9922 cfs 10 .5132 ac/ft 100/7day 9 . 80 in. 13 . 9057 cfs 27 . 8279 ac/ft ,- 1 I KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL I i� II FIGURE 3.5.1C 2-YEAR 24-HOUR ISOPLUVIALS i• . ,_titir I. " Tfs.i.x. ILA' laut.,.-P_. . .7_._. ._. ._.A. 7 \ _ 4 --4-1t4mtrA 'IP' " ...* „firie s 'di-4\ 1 /11 Viiii or: °kJ V lit '' 4 telliii.U.\("A111104111 t NV 70 01112\ "NNW USW' 'TL..4glik 1 17‘ 441.01V --. 1 it 11fai101ell11\11 1ii1 i. Vi.t 1? /-tom_ ,NI �1 r'_ ri ora wey ,. 1 S1 i Wkithr-.a• .„ Ili► V .4.411eirir" '.I. 414°.)q ..\ii , vi. tli — 'i:i 'M o)p .fl/ f. f 1 4. grid,Olibrei, (4011001.10 .1.. 11 .001i . ).. 11,1,k.-"k litioir li.Airr,e4ffinat . jotiollps.s. k • . " . '2.- IPAr .„---•••••• 411; '111P _ ‘ i,.c lairiiii ; ilkIF tStTintare illit.f. T 1 'vitt ii rilkli%%.1..1 404 01, _0., , . lel ./ ----ii Is litli 1 Ir Ailin‘ . VOW,' .. 4V-: lij'' i ! . . 11610i7 N. VIPMANN: N*4"..v- ‘:. / , . , pliliakakajliktUNNV , sill It: i =.1. g .110104A.A.CIIIIINNNW Ni w��' 41Y14yak � _ �, - z 11111111i ''‘, .=-, I pitommortAtstixd_ 4,41‘ , , ... ' ' ri. - G'• sinar( 4.117miii*c* aw. 4,.. , ,.- ./ ,, 114 11,.. _ ram ! r.,f . °.‘ " IICS11111141 *OR_1116: ." '`. . 4 .tk, Mr I fa g II i. 0 e..... . . WALriti 4 ,/_, , ? irireentit r1.0.(11111P 1 • nik IRV. 1 iiii44% - ' tilegmer* .41 %ler cv •� A�D /IYruar1 2._MlIfiv /� mill ilikimiir 0 i 1,41 1. wilt . .„,, .. ---wttorw- -.01 ; f _ __.„) \ , .-. .t)-- . - - -1- - \ mite", 14 1.:'0,91S t"t ‘. 11/177.f 11111 .-- \--Atli . 4 • - ! sic i..0.,4s " . .\ vain 1 1 _ \ -0 : __, 2-YEAR 24-HOUR PRECIPITATION ��,5�- f .. ��.. ,.3.4�"' ISOPLUVIALS OF 2-YEAR 24-HOUR �' �� Piff 1';.. 35 TOTAL PRECIPITATION IN INCHES �• '` ry i - _ ` .!, 1, 100000 Z c 1 4 KING COUNTY. W ASHINGTON, SURFACE WATER DESIGN MANUAL FIGURE 3.5.1E 10-YEAR 24-HOUR ISOPLUVIALS 2.1 \ EMT *- ( 6 , . , ,_.xl/ .-. -.--- _ -- t; _.-.-.-7-._. • ---- . 22 \'1 ItlikillIr AF ih,:ii.' Iiirtiapowa, . 4 _s' 2-3----- •i ,fiaror ., '• , ' ‘ -lholl ii iYt+r""" Plieel lea f ,.\ \ 0#44"-�� AEI Onto ill alli- ,mph' 1 ___ 4 ti, 1 Itirft -- .e_di Z: i a° \ - ... 10. is. , -ipw...i.........410Am&i:pr/ , - „,..,, 4,!.4.1,,.:4.4.k.,74 nu- . — IN„..„,,,41,1,.„), li . , to . , , ,. .001111 : . NteAgil --,Mik: ' '.r -.• 2 • 3.1 /1. - fit. \ --- ip,•-..it, A . liLarkw---iit, 1 ••a lircj !J4%'*'1 t q •A * -;--.46%.‘k gyp.. i ii--•- - \ "ai 4:: N. - 101164, _ :. 1/4*1 N".°1- A" . / i . linlidiiiicalitiOallikilik k v.4. , . . 7 .; , ,..5' ' PlallatiltiVirr - .0k, ..t, v i .0 \ __ ..,..-„,,,,,i., __„..• • ........., t,,,.. f : g . 7- . 61.-Tritv ! "..,==. ,---- . 4 vas it I TN t ,•.' , N1111111' ' i 111101111111Ellt .1*, ' i ' bilk- PASSIATIMBIlei WOOL .J\ . . ' ! i i i .' I -.7(. .. 0 ,1ViAI 1111EITRIMPA =� �'41 411Mailr; tort jilAillill4 ri sitisl, fameM*417. , , Iv qi . •-s-s ith wilVpig dp r 1 -- pm_ fim.A.,IFikir in , . ez. . ec ;., Lt442 s I110 - , . 10-YEAR 24-HOUR PRECIPITATION rirrie �t. • •• 3.4� ISOPLUVIALS OF 10-YEAR 24-HOUR fl' WAIF-.riqU TOTAL PRECIPITATION IN INCHES 30 �pr ._ - 3N el, 1WIMIP i .0 0 1 2 3 4 5 6 7 • Win � . f -� �3- '. ' 3.5.1-10 eh 1/90 4.0 KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL ,URE 3.5.1H 100-YEAR 24-HOUR ISOPLUVIALS 30 -- --- ' ; Ev62c, -1 ,) I _ r 1 ,,i,_ . .,,_ _ ,., _ _ _ _. _. y._._ _._ . /7 3.1 ' '"altglirAvar4,,.. c 1 ! --- jot„... , • 71 t ii ,1 Willitta A . !..-; . ,- II 1.Or . .' Towatira,e! ' iii".• lit ? eirti, . .40 3) . it t ,..--,_ •p �l� . ,Ala .� - d� o. 4. 1 c- 4\ kl-iPlf-,.--,, ,=,-, 11 kW • , Y -: = .. iv. A 31) M� t I i�pre*Vaiir r 0.; s I c; 44 .\ •••.. NAtii...0 _ --/ ar,i..16;;;;,- or • -: i - - •" .. IS/14, : viNett'0111 .11111M.Olt :•"' 1 Nliti pp*! A i! 'ø �N titi ,100,040,10.,.- 10L_4‘; 4S Tli F 1 1! \.4 lib grrithiropl.. .. _atielop it i 1 1164 t II 1 Al l Vitr .4 14 oin I I F.1 L`� Idilhp \ NI 4, /iv •--/ -7=1,-0os 'lk‘ \. - Atia... V. --ippeifif", - _,,, Ac 1 ',*!'"' s N. - .1 1 N In la*.trea* )110114abi .z... $ No N-vir 1 PtIgliFFMINII" 4., k vow NI% . J !ii/�i• �tl 7t 1i. . , N, iu (EARA:Tyr 110 T,(• ' N gralit " IN "Ili CHI t'l le / --- ' ' Will4"- \ SW ' aritbkito . ligellitii4lie-6\01r111 404/6 j P " `4' t jf&,, I) i iiiiVial )1111-Wer-:. . LtAilid1111Wre- --- ••O• i t / 411111116 .. I mint.....rc. ,,.. ilffililliklrillir. MINA V ''' ' - i - -^ 11119)11 fat iikeligi i - 1. , f ;:._ _.-. - .__-.Addivotob4.g sazisiulie,0„ 1 .4, ,.., ,. . 01-,/ N-',7--- 10. 101 rwIrilm="Wit•iiiiiil --1 - I lai !a 111'' -...- meltdr- , ' Av ,,' ,,-J ..: i „ism -.0k, v.: ,... . r , i . . . , it .. _ . - - - -- - --- - ..‘pv . , • /141 c ;trf•tk#4“ 09. rb' C5 ' 'Or A ' — -, PRECIPITATION 4A 1S,-,47z . 6.5 24-HOUR1 o �A — ISOPLUVIALS OF 100-YEAR 24HOUR t' N. �, ` `, �,� �' 5'5 TOTAL PRECIPITATION IN INCHES On. "3 - 0 1 2 3 4 S 6 7 6 M l l.s �� .' 1-1 C 4. I 3.5.1-13 0 • --- --- h KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL FIGURE 3.5.11 100-YEAR 7-DAY ISOPLUVIALS lifAreg' - .6. ' --f,,^ c"'aka j 7. . ikg 6 krrit r90 88 %Am r ' ii 1 ._ 9.4 '09.<1 • trii, ir; iT41.4kb . Psz 9.8 6 111);.- Al tit �lG�� ', :001. 'ISbltilleigh - MEd N. .,„4 Ify if ' kiNtrtrr‘s-'-- Cilialluralaiiiiir: /40# ! ---.- is, •tp II i'' ip---- 0;---- , 4 • -.- into - i v C ‘-lakowill NiVar•Au- - •04:4 .,• • , , ., ' s -,--. -Aiswa:, ti., 4-10 .10 • eAtOr , - IA • frovifooritiww.,,,,o,." . i, .14,1 ill , .' illittAT 44.V.p-,:;ip*---- 9...006.° --4.0st _ � y � 11PMV 1r4N1 1 !I o e1 t�� kr-sr � ;;;I% . t‘ • III." -"ir -.:-. oesilitti- _. . -- 1ip4i1i - -, _i lk-•Sii- ;i i/yA, Ai.4_ Iil 1 - -, N 4itire, i,fI01lt0tli"i1l,t.--114he114S,.,N, i-ib= o,, ,,I.,`` ik 6*.•' Nr /-45N•o' o,I 1 i %- =iN.. N .u-',__4:.• -•.,% �iii� 'N-1 ilitf - -, (-../1 ,, 'lilt- '''' Al ativaiillall - ,Vilitil� If IIIIIP,STa itticrallima*Aul r r I 11W ICE �1111_71,/ ppouliit 111+111-1Pf241146 ., 00)00ar i= L ,01.1.-- 1101 11 '-- \i:-.- -v.. .--, _. Aftimill Iw11 . Oil4::: ,.,,z _ _ ,,,_;; ..._,, ,„,,,.... Illkiw iiiiiiiTi — . 111-1‘‘ LIV Fir'. 1 ILL itp, ft. I ' . i - '' ..) (N.' mr i°!_.-'7, . ( - > L. t ''' -- --) '. .. / .:.-. ,, r ,- - \ ir . . ,/.. -- 61 . 16 4seleit4e o, w \ _,, . 100-YEAR 7-DAY PRECIPITATION 1 M� ., 3.4 -----ISOPLUVIALS OF 100-YEAR 7-DAY .. O� 15.0 TOTAL PRECIPITATION IN INCHES O0'� -- 13.0 ' ,\O• tom. ` = r, o 1 2 3 4 5 6 7 • Mlles 0• ,, '� O 1 - I 1:300,000 3.5.1-14 ^ O"� _- IS1Ei •, elver • • - �`� � ,, �.0 : I � _ - �-�� ... r.. . • • • • ... : - • •: Ii I '' '+'' ® 94 _gC It1\ L. - TUI -f t>s ,ubsta'� -' M In�' ••• !ate a I� Ot _� N )BCC ; : : ;C: 1L — r - ' O I. L w • `r, OP 1 . IBM • '`254 • rci... ;._...:: co JBeC 13 �i L, ._�' v` • o ,BeG• . tt•-• .--/ .•••fr • 6... Lu in \:, AN : . ‘0111 01.& • �'L �j1/P RA ROAD TU . ©* i � ..�% . • \ Agy.. .. , /.. ....... ii,--,- ,- ,-,- ,.. , .` 0 D - eR� L� •7/C tiXF;.. II O� e^f , Of•, ----7 _• ■ \I ILI S; It Loa,.... ;, lay ` )•___ �.��_.$ ._. .- •=: ' $'= PJo,¢ Sl'�� *NIB. `� / Wo __ . . ' . , _'., ��\ c a-� Loa.,.. �\U -- — '\a----- -- • • .t I 13 . I L\ Pu Py I , Sa,..�.� Loa•••LI ' BeC �� Golf nurse I + °' Ur : I - w ' ! I FA IFS r;Gl��c� t,oa�k. � 30�,�BM t lQ�� Sew. • oRTNE.._.-01,11..1,0 � .� - ti 60 Or r.• V°I ••• Aisaillbh.... Om s, • 2a ..\%, \\--111..,..-- ii -M 16 91• •• rl • • t (10 L i ,fit-_I� Ur P u ..... :I::..,,[ Pu I .6 iiii: O ' ! RAc6"1 i.,. •„ A vl Ur Ur a: .144 Wo :eD n « Trackimm Alibi �, t S 1•°:Iii)--- . 1 "I I e 129s\s----:'i/17 — " Ur 'ti r ,u iUr I.I w I I I O R:wvoir tZ ••t � w • d �I = Py ■ 1 • D La • i ' 2 • So Tu z • iiiI • • Pu Inz I W I 1 m Sk .", II' Wo B M '`, .; I Pu. 1O • u 4'� Vis ( 25 •r.) : _ iFi T .--•._ ; Wo Py ----...„..) ? r.. o: Sk KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL (2) CN values can be area weighted when they apply to pervious areas of similar CN's (within 20 CN points). However, high CN areas should not be combined with low CN areas (unless the low CN areas are less than 15% of the subbasin). In this case, separate hydrographs should be generated and summed to form one hydrograph. FIGURE 3.5.2A HYDROLOGIC SOIL GROUP OF THE SOILS IN KING COUNTY HYDROLOGIC HYDROLOGIC SOIL GROUP GROUP* SOIL GROUP GROUP' Alderwood C Orcas Peat D Arents, Alderwood Material C Oridia D Arents, Everett Material B Ovall C Beausite C Pilchuck C Bellingham D Puget D Briscot D Puyallup B Buckley - D Ragnar B Coastal Beaches Variable Renton D Earlmont Silt Loam D Riverwash Variable Edgewick C Salal C Everett A/B `Sammamish D Indianola A Seattle D Kitsap C Shacar D Klaus C Si Silt C Mixed Alluvial Land Variable Snohomish D Neilton A Sultan C Newberg B Tukwila D Nooksack C Urban Variable Normal Sandy Loam D Woodinville D HYDROLOGIC SOIL GROUP CLASSIFICATIONS A. (Low runoff potential). Soils having high infiltration rates, even when thoroughly wetted, and consisting chiefly of deep,well-to-excessively drained sands or gravels. These soils have a high rate of water transmission. B. (Moderately low runoff potential). Soils having moderate infiltration rates when thoroughly wetted, and consisting chiefly of moderately fine to moderately coarse textures. These soils have a moderate rate of water transmission. C. (Moderately high runoff potential). Soils having slow Infiltration rates when thoroughly wetted, and consisting chiefly of soils with a layer that impedes downward movement of water, or soils with moderately fine to fine textures. These soils have a slow rate of water transmission. D. (High runoff potential). Soils having very slow infiltration rates when thoroughly wetted and consisting chiefly of clay soils with a high swelling potential, soils with a permanent high water table, soils with a hardpan or clay layer at or near the surface, and shallow soils over nearly impervious material. These soils have a very slow rate of water transmission. ' From SCS, TR-55, Second Edition,June 1986, Exhibit A-1. Revisions made from SCS, Soil Interpretation Record, Form #5, September 1988. *-, 3.5.2-2 ! 11/92 KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL TABLE 3.5.2B 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 AB 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 second growth 42 64 76 81 3e,S 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 pervious and 2.5 DU/GA 30 impervious portion 3.0 DU/GA 34 of the site or basin 3.5 DU/GA 38 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. n 3.5.2-3 I 11/92 File Basin Hydrograph Storage Discharge Level pool 3MMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMB 3 INPUT , MODIFY OR BROWSE DATA 3 3 BASIN ID X2/24 SBUH HYDROGRAPH 3 3DESCRIPTION : EXISTING 2YR , 24HR 3 3AREA (acres ) 43.700 RAINFALL CHOICES 3 3RAIN PRECIP ( in ) 1 . 95 1 . TYPE IA 3 3TIME INTERVAL(min ): 10.00 2. TYPE I 3 3TIME OF CONC (min ) : 33.66 3. TYPE II 3 3RAINFALL SELECTION: 6 4. TYPE IIA 3 3ABSTRACT COEFF 0.20 5. TYPE 3 3 3BASE FLOW (cfs ) 0.000 6. USER 1 3 3STORM DUR ( hrs ) 24.000 7. KC 7 DAY 3 3 8. CUSTOM 3 3PERVIOUS PARCEL IMPERVIOUS PARCEL 3 3AREA: 27.800 acres AREA: 15.900 acres 3 3CN 85.00 CN 98.00 3 3 3 3 SUMMARY DATA 3 3PEAK HYDROGRAPH TIME: 8.00 hrs 3 3PEAK HYDROGRAPH FLOW: 7.7960 cfs / o;IF W% r- '3.2 .101f3 G'fS 3 3TOTAL HYDROGRAPH VOL: 4.0430 ac-ft 3 3 HOME END F1 :Find F2:New F3:Get F4:Tc-Calc FS:Delete 3 3 Pgup Pgdn FS:Compute F7: F8:Method F9:Template F10:Exit 3 TMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMM> File Basin Hydrograph Storage Discharge Level pool 3MMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMB 3 INPUT , MODIFY OR BROWSE DATA 3 3 BASIN ID 1 /2X2 SBUH HYDROGRAPH 3 1 3DESCRIPTION : 50% EXISTING 2YR , 24HR 3 3AREA (acres ) 43.700 RAINFALL CHOICES 3 3RAIN PRECIP ( in ) : 1 .30 cot SOX, of 1•jY'. k. 1 . TYPE IA 3 3TIME INTERVAL(min ): 10.00 �1 2. TYPE I 3 3TIME OF CONC (min ): 33.66 3. TYPE II 3 3RAINFALL SELECTION: 6 4. TYPE IIA 3 3ABSTRACT COEFF 0.20 5. TYPE 3 3 3BASE FLOW (cfs ) 0.000 6. USER 1 3 3STORM OUR ( hrs ) 24.000 7. KC 7 DAY 3 3 8. CUSTOM 3 3PERVIOUS PARCEL IMPERVIOUS PARCEL 3 3AREA: 27.800 acres AREA: 15.900 acres 3 3CN 85.00 CN 98.00 3 3 3 3 SUMMARY DATA 3 3PEAK HYDROGRAPH TIME: 8.00 hrs 3 3PEAK HYDROGRAPH FLOW: 3.9061 cfs 3. $9 S G'S 3 3TOTAL HYDROGRAPH VOL: 2.2020 ac-ft 3 3 HOME END F1 :Find F2 :New F3:Get F4:Tc-Calc FS:Delete 3 3 Pgup Pgdn F6:Compute F7: F8:Method F9:Template F10:Exit 3 TMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMM> File Basin Hydrograph Storage Discharge Level pool 3MMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMM8 3 INPUT , MODIFY OR BROWSE DATA 3 3 BASIN ID X10 SBUH HYDROGRAPH 3 3DESCRIPTION : EXISTING 10YR , 24HR 3 3AREA (acres ) 43.700 RAINFALL CHOICES 3 3RAIN PRECIP ( in ) 2.85 1 . TYPE IA 3 3TIME INTERVAL(min ): 10.00 2. TYPE I 3 3TIME OF CONC (min ): 33.66 3. TYPE II 3 3RAINFALL SELECTION: 6 4. TYPE IIA 3 3ABSTRACT COEFF 0.20 5. TYPE 3 3 3BASE FLOW (cfs ) 0.000 6. USER 1 3 3STORM DUR (hrs ) 24.000 7. KC 7 DAY 3 3 8. CUSTOM 3 3PERVIOUS PARCEL IMPERVIOUS PARCEL 3 3AREA: 27.800 acres AREA: 15.900 acres 3 3CN 85.00 CN 98.00 3 3 3 3 SUMMARY DATA 3 3PEAK HYDROGRAPH TIME: 8.00 hrs 3 3PEAK HYDROGRAPH FLOW: 13.9285 cfs 3 3TOTAL HYDROGRAPH VOL: 6 .8595 ac-ft 3 3 HOME END F1 :Find F2:New F3:Get F4:Tc-Calc FS:Delete 3 3 Pgup Pgdn F6 :Compute F7: FB:Method F9:Template F10:Exit 3 TMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMM> File Basin Hydrograph Storage Discharge Level pool 3MMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMB 3 INPUT , MODIFY OR BROWSE DATA 3 3 BASIN ID X100 SBUH HYDROGRAPH 3 3DESCRIPTION : EXISTING 100YR , 24HR 3 3AREA (acres ) 43.700 RAINFALL CHOICES 3 3RAIN PRECIP ( in ) 3. 95 1 . TYPE IA 3 3TIME INTERVAL(min ): 10.00 2. TYPE I 3 3TIME OF CONC (min ) : 33.66 3. TYPE II 3 3RAINFALL SELECTION: 6 4. TYPE IIA 3 3ABSTRACT COEFF 0.20 5. TYPE 3 3 3BASE FLOW (cfs ) 0.000 6. USER 1 3 3STORM DUR ( hrs ) 24.000 7. KC 7 DAY 3 3 8. CUSTOM 3 3PERVIOUS PARCEL IMPERVIOUS PARCEL 3 3AREA: 27.800 acres AREA: 15.900 acres 3 3CN 85.00 CN 98.00 3 3 3 3 SUMMARY DATA 3 3PEAK HYDROGRAPH TIME: 8.00 hrs 3 3PEAK HYDROGRAPH FLOW: 21 .9922 cfs 3 3TOTAL HYDROGRAPH VOL: 10.5132 ac-ft 3 3 HOME END F1 :Find F2 :New F3:Get F4:Tc-Calc FS:Delete 3 3 Pgup Pgdn F6 :Compute F7: F8:Method F9:Template F10:Exit 3 TMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMM> 1 File Basin Hydrograph Storage Discharge Level pool 3MMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMB 3 INPUT , MODIFY OR BROWSE DATA 3 3 BASIN ID X1007 SBUH HYDROGRAPH 3 3DESCRIPTION : EXISTING 100YR , 7DAY 3 3AREA (acres ) 43.700 RAINFALL CHOICES 3 3RAIN PRECIP ( in ) 9.80 1 . TYPE IA 3 3TIME INTERVAL(min ): 60.00 2 . TYPE I 3 3TIME OF CONC (min ) : 33.66 3. TYPE II 3 3RAINFALL SELECTION: 7 4. TYPE IIA 3 3ABSTRACT COEFF 0.20 5. TYPE 3 3 3BASE FLOW (cfs ) 0.000 6. USER 1 3 3STORM DUR ( hrs ) 168.000 7. KC 7 DAY 3 3 8. CUSTOM 3 3PERVIOUS PARCEL IMPERVIOUS PARCEL 3 3AREA: 27.800 acres AREA: 15.900 acres 3 3CN 85.00 CN 98.00 3 3 3 3 SUMMARY DATA 3 3PEAK HYDROGRAPH TIME: 55.00 hrs 3 3PEAK HYDROGRAPH FLOW: 13.9057 cfs 3 3TOTAL HYDROGRAPH VOL: 27.8279 ac-ft 3 3 HOME END F1 :Find F2 :New F3:Get F4:Tc-Calc F5:Delete 3 3 Pgup Pgdn F6 :Compute F7: F8:Method F9:Template F10:Exit 3 TMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMM> DEVELOPED FLOWS TO POND (PARCELS 1 , 2 , 3 , 4-A & 4-B) STORM 1 RAIN PRECIP. I PEAK FLOW 1 PEAK VOL. I 2/24 1 . 95 in. 9. 1477 cfs 4 . 5487 ac/ft 10/24 2 . 85 in. 15. 2693 cfs 7 .4141 ac/ft 100/24 3 . 95 in. 23 . 2337 cfs 11 . 1008 ac/ft 100/7day 9.80 in. 14 . 2898 cfs 28 . 9792 ac/ft File Basin Hydrograph Storage Discharge Level pool 3MMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMM8 3 INPUT , MODIFY OR BROWSE DATA 3 3 BASIN ID D2/24 SBUH HYDROGRAPH 3 3DESCRIPTION : DEVELOPED 2YR , 24HR 3 3AREA (acres ) 44.000 RAINFALL CHOICES 3 3RAIN PRECIP ( in ) 1 . 95 1 . TYPE IA 3 3TIME INTERVAL(min ): 10.00 2. TYPE I 3 3TIME OF CONC (min ): 33. 12 3. TYPE II 3 3RAINFALL SELECTION: 6 4. TYPE IIA 3 3ABSTRACT COEFF 0.20 5. TYPE 3 3 3BASE FLOW (cfs ) 0.000 6. USER 1 3 3STORM DUR ( hrs ) 24.000 7. KC 7 DAY 3 3 8. CUSTOM 3 3PERVIOUS PARCEL IMPERVIOUS PARCEL 3 3AREA: 18.500 acres AREA: 25.500 acres 3 3CN 81 .00 CN 98.00 3 3 3 3 SUMMARY DATA 3 3PEAK HYDROGRAPH TIME: 8.00 hrs 3 3PEAK HYDROGRAPH FLOW: 9. 1477 cfs 3 3TOTAL HYDROGRAPH VOL: 4.5487 ac-ft 3 3 HOME END F1 :Find F2:New F3:Get F4:Tc-Calc F5:Delete 3 3 Pgup Pgdn FS :Compute F7: F8:Method F9:Template F10:Exit 3 TMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMM> File Basin Hydrograph Storage Discharge Level pool 3MMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMB 3 INPUT , MODIFY OR BROWSE DATA 3 3 BASIN ID D10 SBUH HYDROGRAPH 3 3DESCRIPTION : DEVELOPED 10YR , 24HR 3 3AREA (acres ) 44.000 RAINFALL CHOICES 3 3RAIN PRECIP ( in ) 2 .85 1 . TYPE IA 3 3TIME INTERVAL(min ): 10.00 2. TYPE I 3 3TIME OF CONC (min ): 33. 12 3. TYPE II 3 3RAINFALL SELECTION: 6 4. TYPE IIA 3 3ABSTRACT COEFF 0.20 5. TYPE 3 3 3BASE FLOW (cfs ) 0.000 6. USER 1 3 3STORM DUR ( hrs ) 24.000 7. KC 7 DAY 3 3 8. CUSTOM 3 3PERVIOUS PARCEL IMPERVIOUS PARCEL 3 3AREA: 18.500 acres AREA: 25.500 acres 3 3CN 81 .00 CN S8.00 3 3 3 3 SUMMARY DATA 3 3PEAK HYDROGRAPH TIME: 8.00 hrs 3 3PEAK HYDROGRAPH FLOW: 15.2693 cfs 3 3TOTAL HYDROGRAPH VOL: 7.4141 ac-ft 3 3 HOME END F1 :Find F2 :New F3:Get F4:Tc-Calc F5:Delete 3 3 Pgup Pgdn FE:Compute F7: F8:Method F9:Template F10:Exit 3 TMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMM> File Basin Hydrograph Storage Discharge Level pool 3MMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMM8 3 INPUT , MODIFY OR BROWSE DATA 3 3 BASIN ID D100 SBUH HYDROGRAPH 3 3DESCRIPTION : DEVELOPED 100YR , 24HR 3 3AREA (acres ) 44.000 RAINFALL CHOICES 3 3RAIN PRECIP ( in ) 3. 95 1 . TYPE IA 3 3TIME INTERVAL( min ): 10.00 2 . TYPE I 3 3TIME OF CONC ( min ) : 33. 12 3. TYPE II 3 3RAINFALL SELECTION: 6 4. TYPE IIA 3 3ABSTRACT COEFF 0.20 5. TYPE 3 3 3BASE FLOW (cfs ) 0.000 6 . USER 1 3 3STORM DUR ( hrs ) 24.000 7. KC 7 DAY 3 3 8. CUSTOM 3 3PERVIOUS PARCEL IMPERVIOUS PARCEL 3 3AREA: 18.500 acres AREA: 25.500 acres 3 3CN 81 .00 CN 98.00 3 3 3 3 SUMMARY DATA 3 3PEAK HYDROGRAPH TIME: 8.00 hrs 3 3PEAK HYDROGRAPH FLOW: 23.2337 cfs 3 3TOTAL HYDROGRAPH VOL: 11 . 1008 ac-ft 3 3 HOME END F1 :Find F2:New F3:Get F4:Tc-Calc FS:Delete 3 3 Pgup Pgdn F6:Compute F7: F8:Method FS:Template F10:Exit 3 TMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMM> File Basin Hydrograph Storage Discharge Level pool 3MMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMB 3 INPUT , MODIFY OR BROWSE DATA 3 3 BASIN ID D1007 SBUH HYDROGRAPH 3 3DESCRIPTION : DEVELOPED 100YR , 7DAY 3 3AREA (acres ) 44.000 RAINFALL CHOICES 3 BRAIN PRECIP ( in ) 9.80 1 . TYPE IA 3 3TIME INTERVAL(min ) : 60.00 2. TYPE I 3 3TIME OF CONC (min ) : 33. 12 3. TYPE II 3 3RAINFALL SELECTION: 7 4. TYPE IIA 3 3ABSTRACT COEFF 0.20 5. TYPE 3 3 3BASE FLOW (cfs ) 0.000 6. USER 1 3 3STORM DUR ( hrs ) 168.000 7. KC 7 DAY 3 3 8. CUSTOM 3 3PERVIOUS PARCEL IMPERVIOUS PARCEL 3 3AREA: 18.500 acres AREA: 25.500 acres 3 3CN 81 .00 CN 98.00 3 3 3 3 SUMMARY DATA 3 3PEAK HYDROGRAPH TIME: 55.00 hrs 3 3PEAK HYDROGRAPH FLOW: 14.2898 cfs 3 3TOTAL HYDROGRAPH VOL: 28.9792 ac-ft 3 3 HOME END F1 :Find F2:New F3:Get F4:Tc-Calc FS:Delete 3 3 Pgup Pgdn F6:Compute F7: F8:Method F9:Template F10:Exit 3 TMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMM> POND WATER LEVELS THE FOLLOWING WATER LEVELS REFLECT THE FLOWS FROM A FULLY DEVELOPED 44 ACRE DRAINAGE BASIN FOR THE 2 , 10 , 100 & 100 YEAR, 7 DAY DESIGN STORMS. THE DEVELOPED POND IS ASSUMED TO HAVE A STATIC WATER LEVEL AT ELEVATION 10 . 5 FEET WITH NO INFILTRATION. THE PUMP IS SET TO START UP AT ELEVATION 11 . 50 AND SHUT OFF AT ELEVATION 11 . 00 . 1 STORM I INFLOW PEAK 1 PEAK STAGE 1 PEAK OUT 1 2/24 9 . 15 cfs 11 . 50' 2 .12 cfs 10/24 15. 27 cfs 11 . 57' 3 . 90 cfs 100/24 23 . 23 cfs 12 . 11' 3 .90 cfs 100/7day 14 . 29 cfs 12 . 17' 3 . 90 cfs File Basin Hydrograph Storage Discharge Level pool Bush , 2MMMMMMMMMMMMMMMMMMMMMM8 3 3 3Rectangular vault 3 3Trapezoidal basin 3 3Underground pipe 3 3Sto list 3 3Custom file 3 3MMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMB 3 CUSTOM STG-STO LIST 3 3 STORAGE STRUCTURE ID: DPOND 3 3NAME: DEVELOPED WETLANDS POND 3 3INCREMENT: 0. 10 3 3 3 3 STAGE AREA sf STAGE AREA sf 3 ft:L A-iL 31 : 10.00 0.00 6: 14.00 233875 3 POH a 32: 10.50 0.00 7: 15.00 248900 3 33: 11 .00 172275 8: 16.00 285400 3 •Q`re 1 34: 12.00 203900 9: 17.00 328725 3 35: 13.00 211650 10: 18.00 374300 3 3 3 3PGUP PGDN F2: AREA F3: GET F6: Delete F10: Exit 3 TMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMM> Available Memory remaining: 137008 bytes Current Data Set Name: D: \WORKS\JAL\90369-04 File Basin Hydrograph Storage Discharge Level pool Bush , Roed & Hit2MMMMMMMMMMMMMMMMMMMMMM8 Release 3 3 3Proportional weir 3 3v-Weir 3 3Notch weir 3 3Broad crested weir 3 30rifice design 3 3MMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMM8 3 CUSTOM STG-DIS CURVE 3 3 DISCHARGE STRUCTURE ID: PUMP 3 3NAME: WETLANDS OVERFLOW PUMP 3 3INCREMENT: 0.01 3 3 3 3 STAGE DISCHARGE STAGE DISCHARGE 3 31 : 10.00 0.00 6: 14.00 3.90 3 32: 11 .46 0.00 7: 15.00 3.90 3 "''''P 33: 1 1 .50 3.90 8: 16 .00 3.90 3 .-i"ar'fi'..0g6 34: 12.00 3.90 9: 17.00 3.90 3 35: 13.00 3.90 10: 18.00 3.90 3 3 3 3PGUP PGDN F3: Get F6: Delete F10: Exit 3 TMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMM> Available Memory remaining: 137008 bytes Current Data Set Name: D: \WORKS\JAL\90369-04 r File Basin Hydrograph Storage Discharge Level pool Bush , Roed & Hitchings , Inc 2MMMMMMMMMMMMMMMMMB 3MMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMB 3 ROUTING COMPARISON TABLE 3 3 MATCH INFLOW ST0 DIS PEAK PEAK OUT 3 3 DESCRIPTION PEAK PEAK No. No. STG OUT HYD 3 3DEV 2 YR 0.00 9. 15 OPOND PUMP 11 .50 2. 12 11 3 3DEV 10 YR 0.00 15.27 DPOND PUMP 11 .57 3.90 12 3 3DEV 100 YR 0.00 23.23 DPOND PUMP 12. 11 3.90 13 3 3DEV 100 YR / 7 DAY 0.00 14.29 DPOND PUMP 12. 17 3.90 14 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 TMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMM> Available Memory remaining: 137008 bytes Current Data Set Name: D:\WORKS\JAL\90359-04 30, '1 _ FI= Sc.O EXIST. enLDrs, 2� 'F'JMP M44 -Rv? of FIR€LA N c Po PIP ot.! Imo, � _ • . �S+TVMP o*J 1 __.� ; PJ PIPS OFF l I a ` ._ f Ski Me 14 1, sS I LE"'f LJ/ TRASI-1 RAGK - -- G NENIA PROF- I t•-. E STORM DRAItJAloE Pomp kit:. S1/STMM 4cALE : = So 4. I d _ Ss v. • e,f244 *0t0Soc1.0 V.PIPE SIZING CALCULATIONS BUSH, ROED& HITCHINGS, INC. JOB-# �I 0 2)1, . D S CIVIL ENGINEERS & LAND SURVEYORS SHEET NO. � OF 2009 Minor Avenue East Seattle,WA 98102 CALCULATED BY SA.L. DATE 1 - t t -cI 4 r� (206)323-4144 B R H (206)323-7135 * Fax CHECKED BY DATE SCALE PJMP StZIpJC�' „......._ ....__... lw� cep = .......... ...._ _ :...... , ao e-Cs .4s 2SI at)(toose� = t`i s0 LreSf cif: 292, o Pipe._ F rt c_+.; - e2 F4L = . f 40 P;Fe- e a -E1•• `1 -I- 2S_. - 1_ 4 45 z 400 Gad, k t...) ....._- �. .._..... a► .. 1 2.a►. 4- k .a1J - ( 4 • mow. -�v�_ a�.e.�._-_�1► a��...5 �r�.. .� l a. to J4 ( >r��toM LOSS . _ 4� took - t000) Sea - - 24 Vc low, + �¢�,� roµ- LL,61--rA r ga2(Z .. — W►IIi V e 1 if?c {- k e.e-c:k -vf ( I ,4 4S = 2 mnvry yu-..e....err.vie.I ID*n —u.f wea n1I11 rn rtir..wsc h l RIFF I J111A.7%aw *� :� �A c'��0 � ' �� @D�B, ��B� 6LB��B��8, �� - - I CIVIL ENGINEERS 8t LAND SURVEYORS aHEETwu �- OF � 2OO9 Minor Avenue East Seattle,WA98lD] CALCULATED BY ^�- omE (286)323-4144 CHECKED BY n^rs BRH (208)323'7135 * Fax SCALE --r--r--- --� -�-'---�� -- �- �---' - -� - '----�'- -.......—�--�--�-� .............-.- --- - � � ^ � ' , � . . � � ^ � � �_-�-_�- � ' - . . ` � ~ ' | | | ' | | ' . | | � | --------� / ^ r-- ^ . � � ' ...............- ....... ....... ' | | . | � �- ��T��--� -....--.... '---'---- i ' ' ---- ' -~ ^--- ^ . L---- ~ -_-_� L_� �_'� � r-�--- ---`--- � . ' ' ' � . . U | / ------'--'- ------ v r �.................. -L_J _........ ... _ | ' ___ _ '-___-_ -� ...... -- � _�---�--r--�-- ^---�--- - . - -- -� - - ' ' _-___.. - - ---'- -- - - __| �__ . r-- -'-� � __- � . �__''_ __--`-----_ '- - - --- � � . . . r-- . ----- --� -- - ' - ---- '---� — - � ' ' � ... . � . . . . --r-- -'..... -� --- �-------- -' -.... --� -- -- '- ' ' r--..............-- . -'''......... -' . __.. ..._....... __ ____ ........ K -_----'- -. -_ . ' . � � ^ ......... .... .... ...'...... . ....... , ____'........... . �-_-_ _..- - .... . / . -r---' .......... ............... -- ---�-- - - -'----' -- - ' - � ' .'___--_'_�_ -'-_� -� '_'-_ ___ -__�- -��- U � � Discharge,in gallons per minute►. --) r� ?.1 }n oI ao 0 o O o • .. .. f ; >'), k01 f f't'rry,i,lptiL11tthl'ti1f'tl`IYif`1ti if it 'Jr -4i I i 1 rn1}1ftf11,Aii l,IIt TLiiiI 1 li4 t f I T)•r� l 1l 1}t)„,rr1iIn,1,7,,, r111 f I di r l t I r f o o o O O O O ►• N W N CI co tv w O N 0 "' :•. N w 1• N CI bo / O O O O O 8 Jp' Discharge, in c •ic feet per second Diameter . pipe, in inches / • ►" ..1"... N wart W ,+wf- J. N CI CO O N 1► CI 5 0 11 /O Cr; N & 1►O N T CI ' n I I I I I I I I I , , I I I , I t 11 y , I L I , I . 1 , 1 .11,tl,Ltt,,,j ('(� II 1 1 1 1 r r 1 1 1 1 1 1 P V / 0 ,. — N O N o A - d Diameter of pipe,in feet—4 R .N / • Z. / ' i. t I/ Velocity, in feet per second r VI O vI 0. , f0 CO V CI N i./ W N ►•. ►. O o o 0 0 0 0 '. : t up 0o v ON N .1 LI • r /lb. �100DVOI IA J► W N ►"OoOO O O O O .po0000 F. 0 • O 00000 O O 0 O 0 ;obs:,ch it W !J C1 -sivaa s 2 E N 2$Rg$ S R S 8 8 • . f Velocity head, in feet r" 1,.11 1 1 • 1 1 i5 c+ N T w N .. :� pN •-• • O O O1 O O Hazen-Williams .. fficient,C :.3 \ - .. r. `u p00p Qo 0 0 0 0 0p0 0 Loss of head, in units per 1000 • s {,1 (� p� pD p p p p+ (Q�1 • S O Oo O N W IOJI OI OOo O is, W ,. NCI 00 " N W1•• NCI 03 O 0 O S O S O O $ O O O . • • I111I1111,11ttIllt 1111I111 t I 1 I11,ILI11,111t11ll1l11111� l 1 t 111111111111111 illllllull 1y�1111t111111111111 Vtt1111111 t 11I111111111111 i1111111111 , 111 ' O O O O O 0 �- 0_ r ► Hydraulic slope . 0 . I'm )EL: 8...,IMP SELr PRIMER - MAA. St ADS: 31/2" SPHERE - 1150 RPM TOTAL I HEAD IN MAX. VERT. DRY PRIME M FT. n T IMP. LIFT 32 DIA. IN FT. 100 e ' 14.5" - 25 FT. 90 �\o - . - - 14.0" - 25 FT. f bo p ' o ' 7 - 13.5" - 25 FT. 80 el lq S �o 1 t 13.0" - 25 FT. 24 t ' '4 , ~ 70 E S,1 25' 60 r3p,� N. 25 \ 20' '. ^�50 25 15' (47 43 — 5 - -. i��2�r�0 40 , eyA 5'• •,,20' ' 5, ._ 10' -'qp 8 30- - 20'15 10, 10' S'�3 5' �yA NPSHR O FT. M 20 � 5�`�s y �tiA - - - .�20 6 A 10 A• NPSHR -- -10 3 1 4�� p1 • 0 0 1 U.S. GALS 0 400 80? 1200 16091160 2000` 2400 LITERS 1600 3200 4800 6400 8000 . FLOW PER MINUTE 3/87 ;o r 7 1P IISo RPM I 'Zj, 5'l IMP ELi-Dg. . __ :l.' • !.1 L., UrL... . X PU P SYSTEM • No Sc.At_._E • Noz-ES . . I . GOJT2n,GTot2 To SJe21--LIT S1L0P PRAI,JItJ&S To E-1vII.1EER l7Y of REt.)TorJ �' c P2lOR To ItJST,b,L_ t_dTloN , 2 , PJMPs To 6>r ALTER1.1ATINJ� -2,o al4P I ISO gPfrr Wr 13.S" IMPEL_-LoR (NYPRomi4TfL SoMMp OR EQJAt_) PJMPINC (LATE I-1SO AP1--1 - HEAD = 4-2, ' . 3. Irl SI t7E of MAN Uo LE To tifavE ASP1a At_T PEASE PAI t`1T g- CotJOEGT CZNE.R GAJ(9E S44vT- OFF To cor1TRoL PAtNL-, GoNTRoL II PAr.1 ..L -------► IA/ AL AK L-1 Lt&UT t' 2 - A64.ESS Et_EJ. - Ig-p NATct-1ES ------\ I2 I / a� pa N S-(S-fEM 4 sE t ry4 r{ j PJ1.1. L -1AIr`1S / IO1I �;ra- • rtf,E, r Lal coATE JA _JS- �, t _/ ` / IS-o . T VP` - CUu t. - t.I4E vA�vE - - N � I Still t//5 i_1, r- 1 1 .5 • 4PS °.ro ' / 4) SEALED II 'p ` '/ n� -, U MEJR _ I S , Por%= t,. IT . E�' AI r • fi �l � - - -, Il,oM ,�t2 � P�Ir1C� a►.�►� a11►'ay". - all I (c1J1.ET t u� r L •• . . /ram/r TE= 21.00 2" CONDUIT / TO PUMP -� TY I C.B. W/ CONTROL PANEL \ LOCKING 0 SOLID LID . NEMA 4 i JUNCTION BOX 441110141014 p ELEV. 19.00 0 TURN—OFF LEVEL Q J w Q SEALED �'' _JLion2:22 MERCURY SWITCH 12" CONC. PIPE IE= 17.00 RIVER GAUGE CATCH BASIN 1/4"x 2" UPPER BAND, R= 4" 1/4"x 2" = ANGLE IRON co LOWER BAND 3/4" BARS (28) \i -,%\►�f �� ro, c� WELD TO UPPER 1i1`� 41111 AND LOWER BAND '%!�'� � -!_ 0 % �j i�u\\�1 "� dom siniamauma 34-1/2" TOP VIEW NOTES: TY I C.B. (30"x 34") 1. ALL STEEL PARTS TO W/ STD. GRATE BE HOT—DIP GALVANIZED. SIDE VIEW 2. CAGE TO SUP OVER TOP OF TY I CATCH BASIN. INLET CATCH BASIN WITH DE3RIS CAGE BUSH, ROED& HITCHINGS, INC. JOB '10309.0 S CIVIL ENGINEERS & LAND SURVEYORS SHEET NO. t OF �, �� T e/ 2009 Minor Avenue East Seattle,WA 98102 CALCULATED BY -1 ^L.- DATE S - I a — ei 4r (206)323-4144 BR H (206)323-7135 * Fax CHECKED BY DATE SCALE 'IoFI LT'RAT1ok JAL S12tJC 6? . -;.167 (..-R ( .F.J....,p ra-te. . ........ ...:.. slope. S> e7, ov t. e>i de c k)N, (z.) = ,-; : 1 , ., : , ,. ,, ; , ,...... i.... . . . VteLA-s•A- ; . /a IJe 6,.) o, o Z7 (st4oft cass : , wee, 15 t � ,+1-o.�.. LJ ; c C b> -i -3 (o - 1_ ov- Pe p-h_. 64 ). = a, 24-e, < c9, -2,-s ‘., - A = tc)d ' + 2, labs 1. 1f R. 1 - 0.13110 4 to O L4 . 80( ? Ti2 V 1 . 4to4ps < 1 , So -cps L4/ { VI. SPECIAL REPORTS AND STUDIES Oparektio,-.s Pro ed f2s P lo- Polack R iEr P� .�. ;,. P1e. t' o. c M. Mo„ O. VII. BASIN AND COMMUNITY PLANNING AREAS VIII. OTHER PERMITS G►-4'i Per U A- G 4 - 0 222 S M E G E a t De./. t 1 c:114- — I S 51 ' IX. EROSION/SEDIMENTATION CONTROL DESIGN X. BOND QUANTITIES WORK K1� , RETENTION/DETENTOCILITY SUMMARY SHEET AND SKETCH,AND DECLARATION OF COVENANT King County Building and Land Development Division BOND QUANTITIES WORKSHEET COMMERCIAL/MULTIFAMILY GROUP • Page 1 of 2 t Date: 1_ (27_ G14 1 BALD Projecty No.: LJA - q�{- - 02a, <,H ,, E c�_,Project Name: Pl Jw.10 e S Pt pQ�; t l;�f'S Q�QA 10,nA k S v�n�A4e'� KQta,�.._lL 10., E t.(I 1 Site Address: L] W AG, OAtQSc:ale AJei c , J, £ '`'H D.•S `Ce.,,r RDad Fill in those items which pertain to this project and return to the Co mercial/Multifamily Group - Site Development Review Unit. PUBLIC ROADWAY IMPROVEMENTS PRIVATE ON-SITE IMPROVEMENTS Unit Price Unit Quantity Price Quantity Price A.C.Pavement S 8.00 SY S (Ip C, $ f,2 a O Cement Conc. Curb t Gutter . . . 9.00 LF S S Extruded Asphalt Curb 2.50 LF $ 20 s So Concrete Sidewalk 9.00 LF S $ 6" pipe 7.50 LF S S 8" pipe 10.00 LF S + jO s 4- X 7 12" pipe 15.00 LF S Ii-jS S 2 +325 15" pipe 16.00 LF S $ 18" pipe 20.00 LF S S 24" pipe 26.00 LF S $ 36" pipe 30.00 LF S S 48" pipe 50.00 LF S S 60" pipe 65.00 LF S $ 72" pipe 80.00 LF S S Curb Inlet 500.00 EA. S S CB TYPE 13 I-L 750.00 EA. . S 1- S 1S OO CB TYPE II - 48" 1400.00 EA. S $ • CB TYPE II - 54" 2100.00 EA. S $ CB TYPE II - 72" 3400.00 EA. S S CB TYPE II - 96" 4000.00 EA. $ S Restrictor/Separator 12" . . . . 450.00 EA. S S Restrictor/Separator 15" . . . . 500.00 EA. S S Restrictor/Separator 18" . . . . 600.00 EA. S S Restrictor/Separator 24" . . . . 750.00 EA. S S Fencing (around pond) 10.00 LF S S Riprap 30.00 CY S 1 O s '2,O O Rockery, Gabion i ecology wall . 7.00 SF S S Concrete Retaining Wall . . . . 8.00 SF S S Excavation for Pond 5.00 CY S S Infiltration Trench 15.00 LF S S Flow Spreader 15.00 LF S $ Trench Drain 15.00 LF S S Trash Rack 100.00 EA. S I $ (00 Detention Pipe Riser 400.00 EA. S S R)p le,c P.-)w,p 4.-4,t0,. 45\000 EA. s ( $4-5 000 R;J-- L.Q-\t¢1 Cv a,.,ci.g.. 4t A2, EA. s I $ 4 0 0 D $ t s SUBTOTAL : S SUBTOTAL : S rSci134.;S 1/90 BOND QUANTITIES WORKSHEET King County Building and Land Development Division Commercial/Multifamily Group page 2 of 2 EROSION/SEDIMENTATION CONTROL FACILITIES Unit Price Unit Quantity Price Silt Fence $ 3.00 LF S Seeding/Mulch 3000.00 ACRE S Temporary Pond 5.00 CY S Standpipe 200.00 EA. s CB Interim Protection 25.00 EA. S Quarry Spell/Rip-rap 30.00 CY S Rock Construction Entrance . . . 300.00 EA. S Pipe ( inch dia.) LF S . . . . . . S SUBTOTAL : S t � I Signature: I Telephone No.: /Zoe\ , _ 4144. Firm Name: S d L f T The following information will be completed by the King County Site Development Review Unit. PUBLIC ROADWAY IMPROVEMENTS: S PRIVATE ON-SITE IMPROVEMENTS: S EROSION/SEDIMENTATION CONTROL : S SUBTOTAL : S 20X CONTINGENCY : S f � TOTAL BOND AMOUNT : S I t f RIGHT-OF-WAY BOND : S 08:BONDSHEE.NPF 11/25/1989 1/90 XI. MAINTENANCE AND OPERATIONS MANUAL