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HomeMy WebLinkAboutLUA00-090 PROPOSED SKATEPARK AT LIBERTY PARK L .� i w�Il1���1��� .y �^ �1Gi[7tii:l■ A■ N, a- • � ��9iYillp e■ ■■ `D 111 ► �111 ` ��• Z N 8th St. �111a■ '` `` �� ■gar, . ��■ �. II �iY01IV/� iii Z �` 1I(:zcu�IIIII II�II iil� CP ,:..,,,..:44 N 6th St. N 6tt St. • — "• 1 ` . •�.f�Ifrrc �t� %%Ay, Atom a, 4 .. 4 .1VA • 11: _—_— ice _ N 4th St. I +�1�� �� �, . ,,1p ::: pir.„-a —I/ ' 4" , fly- I �f ` � \ill IF —� - ■M n0111^ -- ■- •■ii • Airport Wa =— -- ----' Li..L: =,--. * 4 . =OLD Illtall...III 4,*1 == E• .il&•N. . I I 11 1 11 4 1,,AIP a -- - --....‘• ‘c-17 . _„, . .,.. __ __ F an. , rill IIIIVIr I t v, - — > .. — s. 1 -Pr # - ... .mi . I I 'C 1--- — PROJECT SITE o NM i� ' • I . V �= .� i vim INI.1 S 2nb St _ , I■■■■�� • I2ndSt , —' ■■ i1 3rd Ss. an. Ed 2 - ig N. i. NE,For .... . _ . k1 ira %dEiji ■= 41,0 r. ‘11% . \ i ,,.. .... ... in MI NEM 4� G A1A7 : I� u� .r,..,—,-,), ._—.....• ._=' ." M"_E... 7N•M==I =..,...E....2iti "/ ) ztz =. .....:7 wi= =MI tom V BE sai : - eOI_L ,lFi,k,..tl„ / _ !IJ: :! F \ 11 TT V • Neighborhoods & Strategic Planning ED/N/SP Site boundary a r4 O. Dennison , i• 29 December 1999 0 1 ,000 2,000 • 1 : 12,000 - 722400005509 723150105002 135230095501 BARR THOMAS+SOPHIE MCHARDIE BELLANDO MARJORIE BITNEY DEAN+JO 8020 HIGH AVE S PO Box 70217 2727 MOUNTAIN VIEW AVE NORTH RENTON WA 98055 BELLEVUE WA 98005 RENTON WA 98056 - - -- 1 135230006003 135230080503 172305900604 BRYANT MOTORS INC BRYANT MOTORS INC BURLINGTON NORTHRN SANTA FE DBA DON A LISA MOTEL 1300 BRONSON WAY N TAX DEPT 1300 BRONSON WAY N RENTON WA 98055 1700 E GOLF RD#400 RENTON WA 98055 SCHAUMBURG IL 60173 723150096508 756460031500 135230087508 CEDAR RIVER COURT APARTMENT J. G.Renton LLC DUNN LUMBER NORTHWEST-RT 8746 S 113TH PO Box 808 BOX 45550 SEATTLE WA 98178 BELLEVUE WA 98009 SEATTLE WA 98145 722400015508 172305907401 135230085007 R&J PROPERTIES LLC C/O GOLDEN PALACE JAMES A BUTLER RONALD FORTE 151 SUNSET BLVD N 1888 N.HAWTHORNE DRIVE 7670 801H PLACE SE RENTON WA 98055 TACOMA WA 98406 MERCER ISLAND WA 98040 135230085502 722400000609 722400002001 LYONS MR+MRS JACK PERETTI RAY L REPP WILBUR L 15002 135TH AVE SE PO BOX 796 PO BOX 5532 RENTON WA 98058 RENTON WA 98057 KENT WA 98064 722400003009 000720006105 722400002506 SANTOS RENATO C.JR STATE OF WASHINGTON STOREY RALPH J 1815 LAKE YOUNGS WAY SE DEPT OF TRANSPORTATION 1012 N RIVERSIDE DR RENTON WA 98058 TRANSPORTATION BUILDING RENTON WA 98055 OLYMPIA WA 98504 722400006002 135230082509 756510004507 SYTH BONITA L TEXACO INC-TAX DEPARTMENT VISCHER BALDWIN&DANA 119PARKAVEN PO BOX 7813 260 RIDGE DR RENTON WA 98058 UNIVERSAL CITY CA 91608 PORT TOWNSEND WA 98368 7 722400004502 WELSH JUDITH A 101 PARK AVE N RENTON WA 98055 ]P.' ST • AIRPORT. Wit ivy/A(-1-SITE NOTES • iiiiii!lltlh�E777 p .a6 TOBIN PRO]ECT 571E r. . eE z' EXISTING GRASS AREA EXISTING PARKING LOT �eloRu • �� ' 1� 3€. • ���•PROJECT AREA BOUNDARY �•� 1 PROJECT AR A=EA=85 SQUARE FEET 3 �exrov W _ II m z 5 2.TOTAL PARK ARNA=DOL=7,2 SQUARE FEET s�`tli ` }i ND'Q; :�I Xy � I E f 0 F • J.EXISTING SHIMMING POOL=J,200 SQUARE FEET ee1. ' 4.EXISTING BATH HOUSE=2,450 SQUARE FEET EXISTING GRASS AREA R. S.RD_M��gr1 S _ ID 5.EXISTING WADING POOL=576 SQUARE FEET . 4 8 ay1{ ill 6,EXISTING CONCRETE POOL DECK=17,959 SQUARE FEET ---- . ����a.� s_.. k• . :' ��� MI/1.0 Q� J.EXISTING IMPERNOUS SURFACE=28,185 SQUARE FEET g e PROPOSED SKATE PARK=B.11S SQUARE FEET Al _ • 9.PROPOSED CONCRETE WALKWAYS=1,905 SQUARE FEET Ittt < Is`, yVj}. 10.PROPOSED IMPERVIOUS SURFACE=10.080 SQUARE FEET O O �� * vO OL .� %© 'i < 11,PERCENTAGE OF LOT COVERAGE=36% \� / ��� +�i4 X `,; yT 12.AREA OF PROPOSED LANDSCAPING=18,102 SQUARE FEETilA011 ' • 13.ALLOWABLE BUILDING HEIGHT�50 FEET '/ 4Q 14,PROPOSED BUILDING HEIGHT=NOT APPLICABLE I '^O�' .�� O N �� - < • S - W (HIGHEST PONT•6'ABOVE GRADE) S1 mi. (x ?ti x 15.CA ZONE REQUIRES E MINIMUM SETBACK OF 10 FEET LIBERTY PARK hJ- �1 li 'WAIF - @ T`r` 3 8 y9 FROM ARTERIAL STREET FRONTAGE Oil; ��i' _C 1 8titi- 16.PROPOSED SETBACK APPROX.100 FEET FROM ROUSER WAY N. • - g 17.THERE ARE NO ON-SIZE WETLANDS OR STEEP SLOPES p ut o 18 CHANGE OF USE IS NOT EXPECTED TO GENERATE I ' ;POOL 1A O ADDITIONAL NEED FOR PARKING THAT IS NOT 1 CURRENTLY PROVIDED ; , O VICINITY MAP S 19.PROJECT AREA IS APPROX.100 FEET FROM THE CEDAR RIVER I I ' • NOT TO SCALE �M THEREFORE A SHORELINE SUBSTANTIAL DEVELOPMENT I �' ,-� PERMIT WILL BE REQUIRED ' ,:I_ I - MODIFICATIONS TO EXISTING SITE = • I �(►r�/�IFF�� OEXISTING SWIMMING POOL i0 BE FILLED I (\ �I EXISTING il 9 \v/ BATH ' O EXISTING WADING POOL TO BE DEMOLSHED AND FILLED f _ 1tptoi OUSE rc3 EXISTING BATH HOUSE TO BE DEMOLISHED y T `i_,L, O4 EXISTING CONCRETE POOL DECK TO BE DEMOLISHED \E%ISi Nci� �O , ��' � io VApINC 5 EXISTINGSTAIRSTOFILTER ROOM TO BE DEMOLSHED AND 09L �1J---S O FlLLED.FILTER ci '6I ROOM TO BE FILLED LDS- �' ON / 1 Y 2 / 1.j 8 EXISTING CHAIN LINK FENCE TO BE REMOVED `�I'I111.FI E ROOM . / O 1 A�fn �IOE+P.OL pECH) ��\ O \� _ CONSTRUCTION NOTES /[91'1,7,'N • o il �v Rc=a9oa O e�, � J 1`_. i " it , 2 • e.v A 4 OPROPOSED CONCRETE SKATE PARK LAYOUT I W 1 1 r �� //p O frl -:",`� £•i 8 (MAX pIMENSIONS 131'N/5.84'E/W) T 1 1 , / QPP3 J TJ e W Ao' O2 PROPOSED 3.1 SLOPE FROM CONCRETE SKATE PARK j / P O ' G 740"G.' TO GRASS AREAS(TO BE HYDROSEEDED) / EXISTIOUSE RK�N hoQ vr°h'y Oj PROPOSED GRASS AREAS(TO BE HYOROSEEDED) PUMP H - AREA pP OPROPOSED CONCRETE WALKWAYS TO PARKING LOT(9'WIDE) IY_W ,- nl 'ARY � OPROPOSED DRAIN UNE TO EXISTING CATCH BASIN Y , ��■ D_ 1 • o . iii, O 0 Q To CEDAR RIVER CEDAR RIVE- ip Z- a I PROX 100p ROM Y_ 3 Oa+ 2 A TO TOPOF BANK ' 7 r� I- f '1 LOCATION MAP LL ¢ w SCALE:1-•200' 0 < H- ( a $ �{�"�� SITE PLAN F L F 7yA SCALE:1-•20' U 0 Q W m J ' ' SHEET: 1 0 1• 2 CF: 2 TWO INCHES AT FULL SCALE JOB NO.:00481 IF NOT,SCALE ACCORDINGLY DWG SITE . -- . . . . • . • ' . • 0101.00 x102.00 010&10 Woo 4 77 It k ;0 Aog ',A GG SECTION A-a LE---EF-11 1 L-4_11=17,--7-1 I 1 I-I !i±"F' SECTION B-12 .•-' . . . CI' 101.0. thk f6P01111 Axtv \ .1.54,00 • " LIBERTY PARK 1141L'ilk4 iflitti -).‘ .41.00 .,IT..,r,777 '1 l':: I ,. . ., f \. ilaajli14411 ) . -me w7.-....•,---I-Ikuneriiio . , 1 0,,',;?,_,_,:ui-. 41) AlliTiA11)-.::t.,;;!#:. 411 s_ 1 __.:.•......,• SECTION C-c 1 -1:1:r-_-11-1-L.--11-1 ----_-___.-- SECTION 0-d . ''' 6/61111 -37,--IIIMMUIN rilm‘...:11,--1.-1-3F F-raim- • . . , *I'..L.L.' ...1/4 .,...0 - liVIIIIM '*1501611.) .vg... ' 111 I I-I I L'tt.7 . pimm ‘---6111E 111614311111.____ 1 -1 T=.,11,4.1 • iln-trIITTI,7=;!..-7 ---.!e _L=1,I t_=11.— , J ....r.1, ..,.,. . . .. _Lull_ 7 -p---- 1-r-,-,-T-Hi] - Dill _:J_HI' ',___,I- LI•-•'- '.rli--r-jf] .- halligig I II I 7 SECTION E-• SECTION F-f SECTION G-0. .: i GI ",-"'- '• am 7. . ..:, „ 1-=20' 11 •j!---- ..-4,1 7-----1 1 1 0 r n-r— — ,,, sv9,.. ,, -Z-rill'l f ., , . r il=Fir = km.7±:_rit 'Thini=li i'=.1 1=11 i-, 11,=.1.1 Mir Fi' iiii•-•11!. 'III=,iii,---ti-=-li=iH-=d-ii,=_-il .. 0,00- . SCALE- (Tr* ' 11 VIII- -11- I ISECTION I-I/ r,:_::-'..".2.., .\. SECTION H-A . c . . • . SCALE:1/8"=1'0' EXISTING GROUND ELEVATION=x101.00 SKATEPARK PLATFORM ELEVATION=x102.00 REFER to SECTIONS for THESE ELEVATIONS. • 4:3 . LIBERTY PARK SKATEPARK - SECTIONS • . 29 June 2000 • .... _ ...,. • . . . • .• .-... • . . • • i EXISTING GRASS AREA EXISTING PARKING LOT p 1099 56 ___-6100 00 'ay e 00 Ix Ix Np1 EXISTING GRASS AREA I M' Z .. • IOQ•r -�10•. _ _ _ t00AT i�I. O Fli 1 _ ,ram�' 01, . ..\ iiWAI .'.),,‘, :rf.,` , .. .... ................................. CD LIBERTY PARK i I 1 e' OJAI \\\'06,,•X‘ , II T\\\jL' W ui ............. . _SINM POOL / .................................... ........................ ................. .... .......... ................ .... .... .... w � Z y ,'. r �i 01020tt 3 — - I" I 1 _ , 0] -1:5,EXISTING 0 1 ........................ ........ ............................................ .................... ...... ................. 1 Q NOUSE ' 1 '` .......... TIl:‘_‘:,..‘,(-1 b` ",0 111 1 ............... o�� � , r— . ............................... XIS:' / , ...................................................94 .............................................................................................................. .. 64 E IS "ER ROOM \\\ \L\—..- JJ ........... ' tIFO (UNDEL DECK) \,\\�-10.5- .�/,I .. 0.0 .. . p \ r=iiii • RIM=9100 102 ' i ...... ...................... ......................... .................... /°C.- \' ........................................................................................:.......:.......... 1 f .a.- J �— 61. W W' -- J EXISTING '-. .. .. yY•R " PUMP HOUSE • 6=1800A o•o. ......................... . ................................ .................................... . ................ .......... ........... ................. 0 o w • _d / 10.00 ... 11.00 TO CEDAR RIVER W! o 8.. a 8. APPRO% 00 FROM gmm o gr.''. c mm o TOROJOPCOF BANK - . , i $$ gig S Q ca FA 2 a ., w¢ aWW 3W O• a. ta 0NO W VERDCAL DATUM IS LOCAL / H; F Z al 7.1 GRADING AND DRAINAGE PLAN STORM PROFILE ¢ OR cc SCALE:1-.20' SCALE:V.1:: LL 1( 0 i z a a LEGEND GRADING PLAN DRAINAGE PLAN • V z z -----.PROJECT AREA BOUNDARY O m THE AMOUNT OF STRUCTURAL FILL NEEDED THE PROPOSED STORM DRAINAGE PIPING THE PROPOSED CONCRETE WALKWAYS WILL —+—DRAINAGE FLOW PATTERN ir TO FILL THE BELOW GRADE AREAS IS WILL UTIUZE THE EXISTING 8'POOL DRAIN BE SLOPED TO THE NORTH. STORMWATER 4 J 0 APPROXIMATELY 2340 CV. OUTLET.THE STORMWATER FROM THE SKATE RUNOFF GENERATED FROM THE WALKWAYS B 100.00 PROPOSED SPOT ELEVATION PARK WILL BE COLLECTED IN FLOOR DRAINS MILL BE ABSORBED IN THE EXISTING AND B I00.00 EXISTING SPOT ELEVATION THE SOURCE OF THE STRUCTURAL nu AT THE TWO LOW POINTS ON THE SITE.THE PROPSED GRASSED AREAS. MATERIAL IS THE CITY OWNED HIGHLANDS NORTH DRAIN MILL CONNECT TO APPROX. -100--PROPOSED CONTOUR ANNEX SITE. 66 LF OF 8'PVC DISCHARGING TO THE QUANTITIES OF STORM WATER GENERATED SOUTH GRAN.THE SOUTH DRAIN WILL FROM THE PROPOSED SKATE PARK ARE SNE1T: 2 --00-- EXISTING CONTOUR THE AMOUNT OF FILL NEEDED FOR THE CONNECT TO APPRO%.6J LF OF 8-PVC EXPECTED TO BE IESS MAN GENERATED BY —D—PROPOSED STORM DRAIN BERMS TO TIE INTO ME EXISTING CONTOURS DISCHARGING TOME EXISTING POOL S TO ME CURRENT USE OF THE SITE. ND O J- OF: 2 IS APPROXIMATELY 287 CY. THE E%ISWNG POOL GRAIN DISCHARGES TO MAJOR CHANGES ARE ANTICIPATED IN THE LSO THE CEDAR RIVER VIA 8'CONCRETE TILE E%ISPNG CITY STORMWAIER SYSTEM AS A - PIPE. RESULT OF THIS PROJECT. TWO INCHESAT FULL SCALE JOB NO:OO4B1 F NOOT,T.SCALE AOXRONGLY DWG;GRADE r Q id N;31r ST= >.. . '�t" RJ �9 • ;AIRPORT, .;,WX o. ,. h •. �M1 , ..in M ST u X I S'' a d Yam„ s s ' .* _ S TOBIN <y PROJECT SITE - `.1 7.41) . .44 L REkTON OJ < 0,4? :;St:;t\ , Hsi 2ND S �' `-n.f4 4 Y�� "`�J c KVER _I > ilia�— a °� p LIBE ' • RK `%, S 1111. _3RD— = �! — 1;"ill ♦/���M* ::rt ITH •V P.rkfno L..- P Z < �� r♦ S 6T ,—JJ 2 ' ♦♦►♦♦ _ 2 �.'b S 6TH ST �:;�\ Houser Wa ,. S c 6TH M ¢-ST. s ¢ • • '4�• —J •4 ST • \ • /� PROJECT'AREA LreiT 3 aST Z • - < ` {� I 3 ' 7TH -n 113 w3 3 Q u S - = N p), MALI frpo. i0- 0 ' . E rA::::ta. pA, • N• N NORTH VICINITY MAP ;; NOT TO SCALE DETAIL OF PROJECT SITE •�I SCALE: 1•=200' Skatepark at Liberty Park PROPOSED SKATEPARK AT LIBERTY PARK A. vj. i 'WZiJ t•ac a z N8thSt.1 pi!z in:urn:u b7 ,a i4°I. fi N 6th St. N fit St. i i i d; IkL74 AV;a 7:11 ,r, ,,,,,,,,,..„1, ,,,,,,,;.„, I1 i f1� 1 N 4thSt. /a t.;NEM¶ $1! I ! c'm° t \ Airport Way I ► v�aWp �:� NE i1� i1 t 116 kia Niff.xE9 :0 .0♦�j♦ �' 1 V Fl MM I TN / i - \,=, �PROJECT SITE w 1 at yI 0 • fil S 2nb St �l nd'LF.`, / um .e....,,2";Irjr5, 1.- .1,24 • L., i, IL..7.,,-,..s lip Ohr„ is WI„I d I 3 S ha ill0 - '..;. . . 'i/o Pt ► •i4_ ) NWItrill...0 mt .,..:t =• ._.a.p., lie'. "'"' I.- IM....-7z y:QNeighborhoods&Strategic Planning caM/� Site boundary o.oene�aon 'trnn 29 ae<ember 1999 0 1,000 2,000 �a... .. wsraY .ro.vwsra+�:� 1:12,000 $ p CITY OF RENTON 4�2 Z ,�;-- - ma Planning/Building/Public Works , IR 1055 South Grady Way - Renton Washington 98055 1 1`O 0 �� �- Q -� ADDRESS SERVICE REQUESTED ! 75 8401 U.S. POSTAGE 172305900604 BURLINGTON NORTERN SANTA FE _ _ _ _ _ _ _=IT FRD#40U ^ BURL7oa s6a1�3aa7�c 1799 17 07/17/00^^ __ SCAAUMBURGIL, FORWARD TIME EXP RTN TO SEND 60173 :BURLINGTON NORTHERN SANTA FE PO BOX 961034 FORT WORTH TX 76161-0034 j • j 3 ` j r, l. t, L rs••'�.•y,.,er ~ Vr•Jr� 1iiIiiiiiliiinis iiiihh iL4iiiti:i lailiiiihlithiti:iii1 Comments on the above application must be submitted in writing to Ms.Lesley Nishihira, Project Manager,Development Services Division,1055 South Grady Way,Renton,WA 98055,by 5:00 PM on July 25,2000. If you have questions about this proposal,or wish to be made a party of record and receive additional notification by mail,contact the Project Manager. Anyone who submits written comments will automatically become a party of record and will be notified of any decision on this project. CONTACT PERSON: LESLEY NISHIHIRA (425)430-7270 PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION PROPOSED SKATEPARK AT LIBERTY PARK 'p \ ..G ! ii!i aw i: 52. N8thSt. • aZ • c z m > Viol, 81,02 O o m ,a .ito I^• is Al N 6th St. N 6t St. I " ' it mbar no �t�i,. �- or MI E: ..L unro\111/j7 • rif lb IPA; dilik ...-.i Eff s sig is = ,� ��,� ���`j����I►�I =/• == I N Si,St— ► I •0,1844011 LViirivp, / r ". iE_ _ • / sb era/ R i7 ::� ;Itt. NE.-.. .. -num mm Ei1d; miumNin 1.111MMEMIll i \ b>;71 kw -• :!!I-.''x m ri" ii ,..4 . ... .., di, '. asi—J1 in EN IA A mil I 7 -1e1 I ►\� : PROJECT SITE E�-j la.. iI�. S 2nb St , _.1 NI ■_ wIl ih, 40, , ����u\t P. i1 ==Tipp. , _ m........ ..,..7„...... __ WM IN == Va..p;,..... k; MOiIQ: ■■ ul_ :/■ . di 1 rai 41. wpm him :11R 11 .v. .... or • :ii , prq:1 r • =a ter\ ��yPer Cr: -5!5 -=. ot I..I i iii :=.-.. lig ' Vitt 0 ism Lin _�., �� � ■lea r-riiii_! ` � ' II IIda iiii. Lc g, — rro MI cA m lo ,....# ma. E.E =:,-: = 7-•4 Mit.1 mIllik , NM " MP �1AIN IIGy1 E f MN fs'`4 �-i r.11 a i,'1 1111311 . ' ►� 01 NDeighborhoods do Strategic Planning DEVELOPM7MT PLANNING ° ';Site,'boundary 1 Q o.o nlsm CITY or P;1rON 29 December 1999 0 1,000 2,000 r;L .-i6 D 1: 12,000 NOTICE OF PROPOSED ENVIRONMENTAL APPLICATION • OtirY CID NOTICE OF APPLICATION AND PROPOSED DETERMINATION OF NON- ,. SIGNIFICANCE (DNS) . DATE: July 11,2000 LAND USE NUMBER: LUA-00-090,SA-A,ECF,SM APPLICATION NAME: LIBERTY PARK SKATE PARK PROJECT DESCRIPTION: The proposal is to construct a cast-in-place reinforced concrete skatepark in the southeast portion of Liberty Park. The facility will be constructed in the vicinity of Henry Moses Pool and Bathhouse,which are to be demolished as part of this project. The new skatepark will be approximately 10,083 sq.ft. in area, including connecting concrete pathways. All surrounding non-concrete areas will be restored to lawn or landscaped areas. Due to the project's proximity to the Cedar River,a Shoreline Substantial Development Permit will be required. PROJECT LOCATION: 1400 Houser Way NE(Liberty Park) 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 43.21C.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: July 7,2000 NOTICE OF COMPLETE APPLICATION: July 11,2000 Permits/Review Requested: Environmental(SEPA)Review,Administrative Site Plan Approval, Shoreline Substantial Development Permit Other Permits which may be required: Building Permits,Construction Permits,Sign Permits Requested Studies: Geotechnical Report Location where application may be reviewed: Planning/Building/Public Works Division,Development Services Department, 1055 South Grady Way,Renton,WA 98055 PUBLIC HEARING: N/A CONSISTENCY OVERVIEW: Land Use:.'. The subject site is designated Employment Area-Commercial(EAC)on the City's Comprehensive Plan Land Use Map and.Commercial Arterial(CA)with a "P"suffix on the City's Zoning Map. The proposed use of the site,as a • recreational skate park,is considered a continuation of the pre-existing park use and is outright permitted within this zoning designation. The proposal is consistent with both the Comprehensive Plan and Zoning land use designations. • Environmental Documents that Evaluate the Proposed Project: N/A Development Regulations Used For Project Mitigation: The project will be subject to the City's SEPA Ordinance,Shoreline Management • Program;Zoning Code,Public Works Standards,Uniform Building Code,Uniform Fire Code and other applicable codes and regulations as appropriate. Proposed Mitigation Measures: The initial review of the proposal does not reveal any adverse environmental impacts requiring mitigation above and beyond existing code provisions. ninrice OF PROPOSED ENVIRONMENTAL APPLICATION ad.,-.. .o.. p CITY OF RENTON p �. 2 .. i----cr 1.& Planning/Building/Public Works t at 1O .7i A 9_. 1055 South Grady Way - Renton Washington 98055 PBNETea f _,.._ -- "'-..., ----'senana ll_-3._P®STA®E4 /obi RESS SERVICE REQUESTED ,DUWA140 8055200i 1C99 iL} 47/15/06 yr > `) i :DUWAMISH TRIBE FORM 3547 < 'r,� 14235 AMBAUM BLVD 5W `` BUR.J EN WA 98266—i46Lf Y 1 III'II'11'IIIII'III111" II1I1111f'111I11II,J,,'1'11'11/'I- --- _! Duwamish Tribal Office : 140 Rainier Avenue South, Suite 7 •• Renton,WA=98055 • ~P URN + 2� -I' • r ; "WRITER'-c --- w -:. RES, SEE �` cr ,.,, Ovt) U�(cY ..0 NOTICE OF APPLICATION AND PROPOSED DETERMINATION OF NON- • SIGNIFICANCE (DNS) DATE: July 11,2000 LAND USE NUMBER: LUA-00-090,SA-A,ECF,SM APPLICATION NAME: LIBERTY PARK SKATE PARK PROJECT DESCRIPTION: The proposal is to construct a cast-in-place reinforced concrete skatepark in the southeast portion of Liberty Park. The facility will be constructed in the vicinity of Henry Moses Pool and Bathhouse,which are to be demolished as part of this project. The new skatepark will be approximately 10,083 sq.ft. in area, including connecting concrete pathways. All surrounding non-concrete areas will be restored to lawn or landscaped areas. Due to the project's proximity to the Cedar River,a Shoreline Substantial Development Permit will be required. PROJECT LOCATION: 1400 Houser Way NE(Liberty Park) 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 43.21C.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: July 7,2000 NOTICE OF COMPLETE APPLICATION: July 11,2000 Permits/Review Requested: Environmental(SEPA)Review,Administrative Site Plan Approval, Shoreline Substantial Development Permit Other Permits which may be required: Building Permits,Construction Permits,Sign Permits Requested Studies: Geotechnical Report Location where application may be reviewed: Planning/Building/Public Works Division,Development Services Department, 1055 South Grady Way,Renton,WA 98055 PUBLIC HEARING: N/A CONSISTENCY OVERVIEW: Land Use: . The subject site is designated Employment Area-Commercial(EAC)on the City's Comprehensive Plan Land Use Map and Commercial Arterial(CA)with a "P"suffix on the City's Zoning Map. The proposed use of the site,as a • recreational skate park,is considered a continuation of the pre-existing park use and is outright permitted within this zoning designation. The proposal is consistent with both the Comprehensive Plan and Zoning land use designations. Environmental Documents that Evaluate the Proposed Project: N/A Development Regulations Used For Project Mitigation: The project will be subject to the City's SEPA Ordinance,Shoreline Management Program,Zoning Code,Public Works Standards,Uniform Building Code,Uniform Fire Code and other applicable codes and regulations as appropriate. Proposed Mitigation Measures: The initial review of the proposal does not reveal any adverse environmental impacts requiring mitigation above and beyond existing code provisions. mr rir.F OF PROPOSED ENVIRONMENTAL APPLICATION Comments on the above application must be submitted in writing to Ms.Lesley Nishihira, Project Manager, Development Services Division,1055 South Grady Way,Renton,WA 98055,by 5:00 PM on July 25,2000. If you have questions about this proposal,or wish to be made a party of record and receive additional notification by mail,contact the Project Manager. Anyone who submits written comments will automatically become a party of record and will be notified of any decision on this project. ‘ CONTACT PERSON: LESLEY NISHIHIRA (425)430-7270 PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION PROPOSED SKATEPARK AT LIBERTY PARK 'y . rI:1��SIl1:�i�. ■■� n �y►.�irBl��il� pm ■ //. N 8th St. 7\1:: �� ����� � GS :t5 WairoM I, a > II i i ice► •: o iu _'�Ii I'I N6thSt. J N6t St. " I. '��41".442 ES _: A 11\1I11 1 „,„,_.,,,,.:. A. =::: =::: =11 ' r-j. ki h IF,:: -ffl Em li- If '''') tsPe4:(Sili, gg • / 8 �i1 IPo\ ' ' =Nisli .■� EWfl ■nirg ,�l= 4 wir, IR E.B:_,= • 4 NE Air ort Wa / • WI. == ir, � II 11, =MO IMIIIINININIIII i ki,e1,-i It=II 111==.:IM r,. ii ...— en 06 111711 ...iir,as sw4:5C' h. ■ I ' .i - ,!'�el IP , L!1•• • , c=i ri C : ll 1 • I e . PROJECT SITE N r: :e•i S 2n11 St 1 i A Wallin& ' R / it= ■ lIE: 'I .. ■■ 10, / 3,4 Sja' Gi i13 IlLa ■u ui ciG - 411h.• .fi9/ . fl iii linl :IU MI •tiv Ain =LT, as !� I se :�1� �_\ iblLjP ■ ai rg— q1h p1 = I� id :!I= a' d AIAI . LI7 =� c ilk: kviiii • l!PiIiflv Ste BIZ %_G.\ / • 1 =lr a= ;II li -6 -A 1111 IV—IF : h,?��� Neighborhoods & Strategic Planning DEVELOPMENT P PNNING Site boundary 1�4 o o CITY nF P_rffON rri 29 December 1999 0 1,000 2,000 E__-al i D 1: 12.000 NOTICE OF PROPOSED ENVIRONMENTAL APPLICATION • •> 4 Environmental Checklist A. BACKGROUND 1. Name of proposed project, if applicable: • Renton Skatepark 2. Name of applicant: • City of Renton 3. Address and phone number of applicant and contact person: • City of Renton City Hall, 5th Fl, Community Services 1055 South Grady Way Renton WA 98055 Contact:Lesley Wiscomb, Capital Project Coordinator. Ph:425 430 6617 4. Date checklist prepared: • 26 June 2000 5. Agency requesting checklist: • City of Renton 6. Proposed timing or schedule(including phasing, if applicable): • Construction:September—December, 2000;Approximately 120 calendar days. Note: Construction of the skatepark will be combined with two other projects previously permitted: (1) Highlands Annex Demolition & Improvements; (2) Henry Moses Pool & Bathhouse Demolition and Improvements 7. Do you have any plans for future additions, expansion, or further activity related to or connected with this proposal? If yes, explain. • Possibly. Should funds become available,, we may wish to add lighting to this facility at a future date. 8. List any environmental information you know about that has been prepared, or will be prepared, directly related to this proposal. • Geotechnical Report for the Henry Moses Pool prepared May 1995 by Terra Associates, Inc. for the ORB Organization on behalf of the City of Renton. • Geotechnical Engineering Services for the Proposed Demolition of Henry Moses Swimming Pool and Bathhouse prepared March 21, 2000 by Bergquist Engineering Services for the City of Renton. • AHERA "Good Faith Asbestos Survey", lead paint investigation, and PCB assessement for the Henry Moses Pool Facility prepared April 7, 2000 by Prezant Associates, Inc. for the City of Renton. 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 known. 10. List any governmental approvals or permits that will be needed for your proposal, if known. • Shoreline Substantial Development Permit, • Administrative Site Plan Approval—City of Renton Development Services pi.i,, on, • Construction Permit, Bpi DN • Building Permit, Gt • Sign Permit. 2t51 2 Environmental Checklist 11. Give brief, complete description of your proposal, including the proposed uses and the size of the project and site. • The proposed project is the construction of the cast-in-place reinforced concrete skatepark in the southeast portion of Liberty Park, 1400 Houser Way NE in downtown Renton. This facility will be constructed in the vicinity of the Henry Moses Pool / Wading Pool and Bathhouse which are slated for demolition under the same project and have been previously permitted by Development Services. In the 12.6 acre park, the size of the new skatepark with concrete connecting pathways is approximately 10,083 square feet or about 36% of the total pool site (including exisitng concrete decking and the bathhouse). It is proposed that after the below- grade pool facilities are demolished and filled, the skatepark will be sited to take advantage of these previously-excavated areas. Remaining areas surrounding the skatepark will be brought up to surrounding grades with fill material from the Highlands Annex Project and topsoiled and seeded. Where grassed berms are constructed to match skatepark grades, these areas will slope gently back to existing grades. All surrounding non-concrete areas affected by the project will be restored to lawn areas or landscaped areas. The intended use for this area is for recreational purposes and will not change with completion of the project. 12. Location of the proposal. Give sufficient information for a person to understand the precise location of your proposed project, including a street address, if any, and section, township, and range if known. If a proposal would occur over a range of area, provide the range or boundaries of the site(s). Provide a legal description, site plan, vicinity map, and topographic map, if reasonably available. While you should submit any plans required by the agency, you are not required to duplicate maps or detailed plans submitted with any permit applications related to this checklist. • The project site is in the southeast portion of Liberty Park, 1400 Houser Way NE, Renton, WA. The Park is in Section 17, Township T23N, Range R5E. The project site within the Park is bounded on the north side by a paved parking lot, on the east by Houser Way NE, on the south by Renton Water District's Pump House and an area leading down a bank to the Cedar River, and on the west by a chidren's play area and ball field in the Park. B. ENVIRONMENTAL ELEMENTS 1. EARTH a. General description of the site (circle one); flat, rolling, hilly, steep slopes, mountainous or other. • Other: Site includes man-made facilities including swimming and wading pools, surrounding concrete pool decks, and a bathhouse. b. What is the steepest slope on the site(approximate percent slope?) • 2-3%slope.for the at-grade areas. • 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. • Generally loose silty sands. • d. Are there surface indications or history of unstable soils in the immediate vicinity? If so, describe. • The site is underlain by loose, silty, fine sands wich have consolidated over time and caused slab cracking in the Pool. During skatepark construction, these soils will need to be excavated and replaced as necessary to uniform depth with imported structural fill. 3 Environmental Checklist e. Describe the purpose, type, and approximate quantities of any filling or grading proposed. Indicate source of fill. • Filling is proposed to bring areas of the skatepark to the correct elevation before crushed rock base and reinforced concrete are placed. Fill quantity will vary by area, depending upon the height or depth of the skatepark obstacle being constructed. The quantity of fill is estimated to approximately 2,700 cubic yards. Source of the fill is the cut areas at the Highlands Annex property, 754 .Edmonds Ave NE, Renton. Demolition on that property is expected to run concurrently with this project to utilize excess cut which has been determined to be suitable as structural fill for the skatepark. • Grading will take place around the skatepark Areas adjacent to the perimeter concrete staging or waiting areas, will be bermed and gently graded to eventually achieve the surrounding existing gradients. f. Could erosion occur as a result of clearing, construction, or use? If so, generally describe. • No. g. About what percent of the site will be covered with impervious surfaces after project construction (for example, asphalt or buildings)? • While impervious areas presently cover 95% - 100% of the site, it is anticipated that impervious areas will cover 35-40%of the site after skatepark construction. h. Proposed measures to reduce or control erosion, or other impacts to the earth, if any: • Best Management Practices will be implemented during construction, including installation of silt fence on the south side of the site (Cedar River side), and protection for all existing catch basins and manholes(downstream). • Excavation support systems may also be required. 2. AIR a. What types of emissions to the air would result from the proposal (i.e., dust, automobile, odors, industrial wood smoke) during construction and when the project is completed? If any, generally describe and give approximate quantities if known. • During construction, dust and emmissions from construction equipment are anticipated. After project completion, none are anticipated. b. Are there any off-site sources of emission or odor that may affect your proposal? If so, generally describe. • No. c. Proposed measures to reduce'or control emissions or other impacts to air, if any: • None. 3. WATER a. Surface Water: 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. • Yes. The Cedar River is approximately 100 feet south of the project site at its closest point. This river flows into Lake Washington. 4 Environmental Checklist 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. • Yes. Landscaped areas (grassed) associated with the skatepark will be constructed approximately 100 feet from the Ordinary High Water Mark of the Cedar River. This work has been previously permitted under the Pool Demolition Project. It is anticipated that the skatepark will be constructed approximately 120 feet from the Ordinary High Water Mark of the Cedar River. 3) Estimate the amount of fill and dredge material that would be placed in or removed from surface water or wetlands and indicate the area of the site that would be affected. Indicate the source of fill material. • Not applicable. Surface water and wetlands will not be affected by this project. 4) Will the proposal require surface water withdrawals or diversions? Give general description, purpose, and approximate quantities if known. • No surface water withdrawals or diversions are expected. 5) Does the proposal lie within a 100-year flood plain? If so, note location on the site plan. • No. 6) Does the proposal involve any discharges of waste materials to surface waters? If so, describe the type of waste and anticipated volume of discharge. • No. b. Ground Water: 1) Will ground water be withdrawn, or will water be discharged to ground water? Give general description, purpose, and approximate quantities if known. • No ground water withdrawal or water discharges to the ground water are anticipated. Ground water was not encountered in any of the borings performed during geotechnical analysis. 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. • None. c. Water Runoff(including storm water): 1) Describe the source of runoff (including storm water) and method of collection and disposal, if any (include quantities, if known). Where will this water flow? Will this water flow into other waters, If so, describe. • Storm water source is expected to be rainfall and its flow is not expected to change. Storm water from the below-grade concrete surfaces will be collected and discharged to the existing storm water system. Storm water from the at-grade or above-grade concrete surfaces will be discharged either into yard drains connected to the exisitng storm water system or will drain to lawn and landscaped areas or will drain to the skatepark below grade drains. Quantities of storm water have not been calculated but are expected to be less than that presently discharged into the system. No major changes are anticipated in the existing City storm water sewer system as a result of this project. 5 Environmental Checklist 2) Could waste material enter ground or surface waters? If so, generally describe. • No. d. Proposed measures to reduce or control surface, ground, and runoff water impacts, if any: • Grassed areas proposed around the perimeter of the skatepark which should reduce impacts from the large expanses of concrete that presently exist Site grading will be performed to control runoff from high to lower grassed areas. The existing City storm water sewer system supplemented with new drainage connections will control runoff in impervious areas. 4. PLANTS a. Check or circle types of vegetation found on the site: deciduous tree: alder, maple, aspen, other evergreen tree: fir, cedar, pine, other shrubs X grass pasture crop or grain wet soil plants: cattail, buttercup, bullrush, skunk cabbage, other water plants:water lily, eel grass, milfoil, other other types of vegetation b. What kind and amount of vegetation will be removed or altered? • Grass may be removed at project site perimeter, but is expected to be restored as part of the contract work. c. List threatened or endangered species known to be on or near the site. • None known except salmon in the Cedar River during spawning season. d. Proposed landscaping, use of native plants, or other measures to preserve or enhance vegetation on the site, if any: • Existing impervious areas not utilized for concrete construction for the skatepark or its accessways will be appropriately landscaped with grass or plant beds as part of this project. 5. ANIMALS a. Circle any birds and animals which have been observed on or near the site.or are known to be on or near the site: Birds: hawk, heron, eagle, songbirds, other Mammals: deer, bear, elk, beaver, other squirrels Fish: bass, salmon, trout, herring, shellfish, other b. List any threatened or endangered species known to be on or near the site. • None known on the site. Salmon have been present in the Cedar River during spawning season. c. Is the site part of a migration route? If so, explain • No. 6 Environmental Checklist d. Proposed measures to preserve or enhance wildlife, if any: • Filter fences,straw bales, and necessary sediment/erosion control measures will be placed/implemented as necessary to preserve and protect water quality for 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. • None. b. Would your project affect the potential use of solar energy by adjacent properties? If so, generally describe. • No. c. What kinds of energy conservation features are included in the plans of this proposal? List other proposed measures to reduce or control energy impacts, if any: • None. 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. • None known. 1) Describe special emergency services that might be required. • Not applicable. 2) Proposed measures to reduce or control environmental health hazards, if any: • None. b. Noise 1) What types of noise exist in the area which may affect your project (for example: traffic, equipment, operation, other)? • None. 2) What types and levels of noise would be created by or associated with the project on a short-term or.'a long-term basis (for example: traffic, construction, operation, other)? Indicate what hours noise would come from the site. • Short-term construction equipment noise will occur, generally between 7:00 am and 5:00 pm. • On a long-term basis, noise associated with skateboarding and in-line skating may come from the site, but levels are expected to be well under those of the adjacent I- 405 Freeway. 3) Proposed measures to reduce or control noise impacts, if any: • Construction noise will be limited to normal construction hours, 7:00 am to 5:00 pm, Monday through Friday. 7 Environmental Checklist 8. LAND AND SHORELINE USE a. What is the current use of the site and adjacent properties? • The site, a former public swimming facility for recreational use, is currently closed to the public. The adjacent property is Liberty Park, a multi-use recreational facility. b. Has the site been used for agriculture? If so, describe. • No. c. Describe any structures on the site. • Bathhouse: a one-story facility with restrooms, changing rooms, showers, and office space, approximately 70'x 35'. • Swimming Pool:a concrete inground structure approximately 120'x 60'. • Pumphouse and Access Stairs: a structure located below the pool which houses pipes, sand filters, and various mechanical equipment for the pooL • Wading Pool:a concrete shallow pool, approximately 25'square. d. Will any structures be demolished? If so,what? • Yes, all structures described in 8. c. above are to be demolished and/or buried. This project has been previously permitted as the Henry Moses Pool & Bathhouse Demolition &Improvements Project. e. What is the current zoning classification of the site? • CA (P) (Commercial Arterial) • f. What is the current comprehensive plan designation of the site? • Employment Area Commercial g. If applicable, what is the current shoreline master program designation of the site? • Urban. h. Has any part of the site been classified as an "environmentally sensitive" area? If so, specify. • The site is located in the Aquifer Protection Area (APA Zone 1). It is also listed as seismic sensitive(high hazard). i. Approximately how many people would reside or work in the completed project? • Only City maintenance personnel would work at the site on an as necessary basis. No one would reside at the site. j. Approximately how many people would the completed project displace? • None. k. Proposed measures to avoid or reduce displacement impacts, if any: • Not applicable. I. Proposed measures to ensure the proposal is compatible with existing and projected land uses and plans, if any: • The construction of a skatepark at this site is compatible with existing public recreation land use. A public review and comment process was completed for the design and location of this facility. 8 Environmental Checklist 9. HOUSING a. Approximately how many units would be provided, if any? Indicate whether high, middle, or low-income housing. • Not applicable. b. Approximately how many.units, if any, would be eliminated? Indicate whether high, middle, or low-income housing. • Not applicable. c. Proposed measures to reduce or control housing impacts, if any: • Not applicable. 10. AESTHETICS a. What is the tallest height of any proposed structure(s), not including antennas; what is the principal exterior building material(s) proposed. • The tallest height of an obstacle within this facility is expected to be 6 feet above existing grade and constructed of reinforced concrete. b. What views in the immediate vicinity would be altered or obstructed? • Altered views are anticipated, as the site is presently a swimming pool and bathhouse. • Generally, obstructed views will be minimal, as no obstacle will exceed 6 feet in height and views into the site will be improved with the demolition of the bathhouse. c. Proposed measures to reduce or control aesthetic impacts, if any: • Plant material will be added to soften the effects of the concrete skatepark where necessary and screen views if appropriate. 11. LIGHT AND GLARE a. What type of light or glare will the proposal produce? What time of day would it mainly occur? • No light or glare is anticipated. b. Could light or glare from the finished project be a safety hazard or interfere with views? • No. c. What existing off-site sources of light or glare may affect your proposal? ' • None. d. Proposed measures to reduce or control light and glare impacts, if any: • None. 12. RECREATION a. What designated and informal recreational opportunities are in the immediate vicinity? • The Park encompassing the site provides facilities for ball games, play, basketball, tennis, and informal recreational opportunities. 9 Environmental Checklist b. Would the proposed project displace any existing recreational uses? If so, describe. • No, since the pool has been permanently closed, swimming is no longer a recreational use at this Park. c. Proposed measures to reduce or control impacts on recreation, including recreation opportunities to be provided by the project or applicant, if any: • The project will provide a facility for a new recreational opportunity in the community— skateboarding and in-line skating. • In addition, part of the site will be grassed and may provide opportunities for informal recreational activities. 13. HISTORIC AND CULTURAL PRESERVATION a. Are there any places or objects listed on, or proposed for, national state, or local preservation registers known to be on or next to the site? If so, generally describe. • None known. b. Generally describe any landmarks or evidence of historic, archaeological, scientific, or cultural importance known to be on or next to the site. • None known. c. Proposed measures to reduce or control impacts, if any: • Not applicable. 14. TRANSPORTATION a. Identify public streets and highways serving the site, and describe proposed access to the existing street system. Show on site plans, if any. • The site is served from Houser Way NE, a designated N-S bound truck route. Several E-W truck routes are nearby. b. Is site currently served by public transit? If not, what is the approximate distance to the nearest transit stop? • Yes. A bus stop is within walking distance of the project site area. c. How many parking spaces would the completed project have? How many would the project eliminate? • The project will neither create nor eliminate parking spaces. It is anticiapted that participants driving to the facility will utilize the parking lot adjacent to the project site. A portion of this parking lot was formerly allocated to the Henry Moses Swmming Pool Facility and sufficient existing parking is anticipated d. Will the proposal require any new roads or streets, or improvements to existing roads or streets, not including driveways? If so, generally describe (indicate whether public or private? • No. e. Will the project use (or occur in the immediate vicinity of) water, rail, or air transportation? If so, generally describe. • No. f. How many vehicular trips per day would be generated by the completed project? If known, indicate when peak volumes would occur. • It is anticipated that most users will arrive at the facility by foot or by bus and vehicular trips will be minimal. 10 Environmental Checklist g. Proposed measures to reduce or control transportation impacts, if any: • No transportation impacts are anticipated. 15. PUBLIC SERVICES a. Would the project result in an increased need for public services (for example: fire protection, police protection, health care, schools, other)? If so, generally describe. • No increased needs for public services are anticipated. b. Proposed measures to reduce or control direct impacts on public services, if any. • Not applicable. 16. UTILITIES a. Circle utilities currently available at the site: electricity, natural gas, water, refuse service, telephone, sanitary sewer, septic system, other. b. Describe the utilities that are proposed for the project, the utility providing the service, and the general construction activities on the site or in the immediate vicinity which might be needed. • Electricity for future connections are proposed: conduits and junction boxes may be installed to in this project so lighting may be added in a future phase of work. Puget Sound Energy provides electrical service. • Water it is anticipated that both potable water for drinking fountain and irrigation water for plant material will be part of this project. Water is provided by the City of Renton. • Telephone: it is anticipated that a pay telephone will be installed as part of this project. Telephone service is provided by US West. • Refuse Service:collection of refuse in the skatepark area will be added to the route of regular collection spots iwithin Liberty Park. C. SIGNATURE I, the undersigned, state that to the best of my knowledge the above information is true and complete. It is understood that the lead agency may withdraw any declaration of non-significance that it might issue in reliance upon this checklist should there be any willful misrepresentation or willful lack of full disclosure on my part. • Proponent: Name Printed: Lesley A.Wiscomb Capital Project Coordinator, Community Services Date: ,90 A00 11 ' . . .' . • . . 0101.00 0102.00 • •194,00 2102.00 G.,,•••• ,... X7_____...-.- ........... __........' - ..........._Z m..A=. maammmAn A ...F.±-'7.I 0 1:_,7,: -.-:1L-7!:=1111-2!FTI4r1T—±I'!i±!, • .1.±!'' . •_.. .._ .....7 .--y • 0 -1-c w l' SECTION A.• SECTION 1.0 k 1k-A, .00 1 . . . ; it 0 LIBERTY PARK ,, l' AGIVIIIP.41111-' ..... 01. 00 01,TO 1 * I . .; ..-,-.-i .,- ,. I.-rt.,. 1 * ..-ITL:-1,1 -11—=.7 •... 0 754.0...7 tc.1-:,a1211. ,.::a:115110 ,,:,...•...,_-,•.--- . SECTION C.o SECTION DA ::: • , 110t, •f. • ),t9',..s gimag. :•• . ."..:•';', .,., I— " \‘( CINNI1 17IEMIV ‘, • I!=I r=;11=I I • 1.117;trj,ZIIT.j.-7 =--: ,' .---Ar_--Iric,-__:11 - ..T.. .--.11 .!,:v.2. ,-.!11. ..rii_—_,LI2E-r,4J,wi..- 41:_r_41_, ...:, _ i SECTION Z-12 SECTION F.t SECTION 0-9 '"''• &OmNIIII MOP' -1 . _. °—____.5.10.. .' MEMO' • •I;v/ % • ',e4Q thrg.k`..:1',:::1' \-„ NI ", 0 / „ -,<F,,-- -- ---,----- i---- 0, .S AL t t.•20..., I 7 ..-.. 0 I I: •,- .1-, I .W.611 ,..."- • ..1—ri --,•,. • 2.1-v •._,. ...no i.-. 7• . _11=in =.1.p2 ..... f.•.:: (...: •••::, —.1:j.irjig-.Tre,iili=iii•-:11=1i=_E1 I= l' -1.j.r;-=1;: 7111,-.'111=11—TF=111.-=:-111 . .11 — T1 71111=111111 11 /'', ! • ,.i.; : .. . SECTION 14.0 SECTION 1.1 1 ,.1.., 1.•:.: • .. ''• .• SCALE:1/8"=VW EXISTING GROUND ELEVATION•2101.00 SICATEPARR PLATFORM ELEVATION•0102.00 0 r,.REFER to SECTIONS for THESE ELEVATIONS.• -....,_. • =-• I:.'' ' 0 . a C..-.2 1.11 LULL LIBERTY PARK SI<ATEPARK — SECTIONS 0 • —.1 •‘„) ql" —1 EC > 29 June 2000 LIS 0 • IE . .. -;.. - I :� j .7,1,„ . . . , is .j H W 3Ir ST >•.�1 R� • �� It z c 113 2rons ,,si, AIRPORT,,.;,WX„�,,;.. ST i gr-.. I n fyr� �,r%` r `e` TOBIN 4 < PROJECT SITE • . 1 i `pi i , s . 2ND •�zioi •' < • L .r , CEDUtRRK. IPER 1 ,2rP1 °E irrl ,-.• ,(-' \LIBE PARK K SOS RQ .Y a� 71li • • Illh' C-12) ��MM�� P .. a• I••1 Parkins t ..,::. sa-,inpiirgi •• a ., . . • ,,.. ►...• t WITH ST '�� O �% S i . • . c.ii ` �� PROJECT•AREA . • I S. 3 0 —c shy l Ws r ,1 X , • ....______. a ::.�, PHI LI . **-`1" • .51 . Ell..„„:„. • C a `- ...r.' `S .4 NORTH VICINIT Y MAP �� NOT TO SCALE DETAIL OF PROJECT SITE . SCALE:1'.200• „ �� Skatepark at Liberty Park • 0. SITE NOTES 12Mftr �l- [1,:rnn;caez5 AREA [151,NG P.R.MG Lol _ PROJECT m18 .PROJECT AREA BOUNDARY ^' ,p•a 4 0 I.PROJECT AREA-24165 SQUARE FEET grt uW}re. _^f1 as 2.TOTAL PARK AREA.5A4656 SQUARE FELT. �■ A :yl •// `\ 5.EXISTING BATHSvotoNG POOL-],200 SQUARE FEET '.:-..A � � O �/� r •I V gli ..EXISTING BATH HOUSE-2.e50 SQUARE FELT 11„I,Nr.GveS•,eRFe _ [[I111((:I JJJ E 'Ss- 5.EXISTING CONCRETE POPOO.D SQUARE FEET IJ 6.EXISTING CONCRETE POOL DECK-1],959 SOUMC FEET - ---���������� �ay • �5 ������� • k� ].EXISTNG RIPE....SURFACE-26.165 SQUARE FEET .:�' { B.PROPOSED SKATE PARK-4A5 SQUARE FEET = s s 0 1'' �A��e �'''%�� 1 [i 9.PROPOSED CONCRETE WALKWAYS-1.905 SQUARE FEET -- �'1 I(111„..E.1,•• 10.PROPOSED INVEANQUS SURFACE-10.060 SQUARE RR ( O O _..': / O {. I, It.PERCENTAGE OF LOT COVERAGE-56JT _ ®•�, o 5.1! ' , _ _ 12.AREA O PROPOSED LANDSCAPING-14102 SQUARE FEET �� Mai.�yY)'v,' •,�(, ©��` .�` J 1?ALLORABLE BURRING HEIGHT-50 FEET •1[. ri )-' ,�r _, I ?v `t,./L,14, / / Y tin MT.IL�[♦ j 6 RI i (INGRES.POINT-6'ABOVE CRAM) _ / I I'A✓ ~ 15.CA ZONE REWIRES A NMRAIY SETBACK OF 10 FEET LIBERTY PARK ':;,I ���)"'-".•y'� L s h ` 1.O'•� Liii 1'tti. (�Ej fROu ARTERIAL STIiCCT FRONTAGE 11'. r �S': \ .(/ i -C G `4 u .6.PROPOSED SETBACK APPROE 100 FEET FROM NOUSER RAY N. I`��`•'•:114.�' L)('r, 1 • S ry 17.MERE ARE NO ON-STE NEMNDS CO STEEP SLOPES ®®®L�' .trh y? .. '1J/ ''~ - iS G OO la.CHANGE CS USE IS NOT EFFECTED To GENERATE 'SW • •'Poo:':'; ? F; l p ADOITIONµ NEED FOR PARKING THAT IS NOT • F •- �;jG„; ;,_tr,.1 VICINITY MAP 7 CURRENTLY PRONGED 1'� ...p O.;.. JE1r~ 19.PROJECT AREA IS APPROX.100 FEET FROM THE CEDAR RIVER Of,4 :t , 4.+CC�'.-', NOT TO SCALE c THEREFORE A SNOREUNE SUBSTANTIAL DEVELOPYCNT I ('+ L{^y?: PERUIT W1lC BE REOIMED .p? °i�ti^11!f,y -_'��II�WF - �I��V1I �IYi ® � :���/®IB_ •MODIFICATIONS TO EXISTING SITE I • I •; �`F''A ,),, r. - _ /� ?s' l IA/� V O EXISTING SWINIRNG POOL f0 BE FILLED pi) O OUSTING WAONG POOL TO BE DCUOUSNFD AND FILLED �_�y I ~11 'Y1+�' %NWSF; ..I V' la},I kjii ] EXISTING BATH NQUSE TO BE OCNOUSHFO i O r �— 1 ® ': OEXISTING CONCRETE POOL DECK TO BE DERCUSHED 1 .1.,;TITV O ���:;r:: —. .r 2 O5 EXISTING STAIRS TO FILTER ROCS.TO BE OCYOUSHED AND 1I1 R ''-'--- r 0 M.Th.FLIER ROOK TO BE MED __.1 ' 2 A -<--- N Y` �' 1 1 I , • O •,': ^ O EXISTING CHAIN LNK FENCE TO BE REuOVED -\ 1 -� '�I r,`I L. t�t�it nPtC(� ��` ( Oj 1e/ O I 1y� 00�At.• 2 - CONSTRUCTION NOTES /I11' 1 1Frpi 'u�^f y , OJgillo.T .. .• a.�� 1ROPOSEY CONCRETE SKATE PARK LAYOUT , `7 Q' U'eM •- 6 O(YAL DI ENSONS1]1'N/5.Br'[/•.h ` Tc . / m � A i YO TO[FOSS ARGS�O BEaNTOROSEFDED)SEATEPARK ��TIi/ P[.psm+QUus[ \ cipg0 .74:, N A�1 ~oY i- Oj PROPOSED GRASS AREAS(TO BE NYDROSFIDE0) \-T, /�(� JU H \ ') filk ,� :EDAR T I "l!" �\ •O PROPOSED CONCRETE wAUtWAYS TO PAPI(ING LOT I9'WDE) �R_`�_R__T ,� d ��OPROPOSED DRAIN UNE TO EXISTING CATCH BASIN � Jr �R O 1 � •7• . 1 aVE: Aia d o CEDAR.[I pR RI ` i u1 PPDX Oo E�u R_ • 0 A ro roP or eeN. 1� LOCATION MAP a Y a % SCALE:1'-200' 0 a. I- SITE PLANFg scaE:1 • U w 4 7 • • • SOW: 1 ° II01• Y OF: 2 • • TO DICKS AT OW.SCALE .106 IIOo 00481 • ' F RCM SCALE ACFO6YIQr ONTO SIC - • • • • E,ISTIIr4 GRASS AREA EXISTING PARKING LOT S99.56 _ --/910000 •Q N fil • EXISTING GRASS AREA E i^€'i m 39� 1G06� ---100_ ID09B' O Xl • r-/ 0,, .`,\ Ri b g -%60 � � u - i k 0/ • I� i� a • i ! ...... .......... ....... .... LI BERTY PARK . . --ft. @Mr0f0NI . • OO :......... ........ ................... .........: : 1 / ..........:. ....... .......... ....... WW r \t,2.0 __ ; i:::::::::::::::::: .........:...................i........ ....::::: ::::::::: 0 O 1 • / .00. 0 y X � S O .......... ... .. ......... ......... ........... . ......... ......... ........... ...... ................... . ....... . ........ :......... . I • F, —s— F .... ....... .......... .. .... ... .. T�r e e ! .. ...........................:............ ... ... .... .....:......... .. .....:......... ............. .. N m 4. , 0�0 $ 1 wwG. wA NG 471.• —s 1 C E(UNDE• ER R00u \\\`�V`-106-�i.„..1( /I I ...!:::::" z r 1 OFar XO DECK) `��N.`�—fOS--/// pA ......... ................................... ................... ......... •/ 1,,1 -.-I-tt-C--"..3-'-'----- /. IE•6900 P 6T d' i /IL.,.. • • r % •J Mt 09 • 1▪ • I c � :......... .118 LF:e`ednL:71E":::................ .... a I ----P 6R L4 1 { y. EmSDNG SX,pQpA ? •X•• 4 ✓I 2. 610106 ......... ......... ................... t .............. ............... 66•• W o 86 4DG 0:" _ W VON 00 11.00 _ § C o :� g:R §g„ A Co.I IVER W - =m v'ae $• A FOX.100 R M q F. N • yy(, 2 GI i0 i0P Q BANK 1111111I 4 Wh-ig88 W�P a d,g A a j 1 W¢-- G a F. 8'�. 4W 2A fL W O tlOffL 1-s FW- < VERTICAL DATUM IS LOCAL / W < Z le GRADING AND DRAINAGE PLAN STORM PROFILE ccW c SCALE:1'.20' SCALE:W f'-7 U. 6 O 0 < z a < LEGEND GRADING PLAN DRAINAGE PLAN 1-- z U§ s o .-.---•PROJECT AREA BOUNDARY �[ m < WE AMOUNT OF STRUCTURAL FILL NEEDED THE PROPOSED CASTING DRAINAGE PIPING TIDE PROPOSED CONCRETE WALKWAYS MILL p m Ll: ...AGE FLOW PATTERN TO FILL THE BELOW GRADE AREAS IS WILL USUEE THE CASTING 6.POOL DRAM BE SLOPED TO THE NORTH. STORMWATER APPRO%MATELY 2360 CT. OUTLET.THE STORMWATER FROM THE SKATE RUNOFF GENERATED FROM NNE WALKWAYS 64 TOMOS PROPOSED SPOT ELEVATION PARK MILL BE COLLECTED M FLOCS DRAINS WILL BE ABSORBED IN THE FASTING AND THE SOURCE OF THE STRUCTURAL FILL AT THE TWO LOW POINTS ONNN THE STE E PROPSED GRASSED AREAS 9 100.00 CASTING SPOT ELEVATOR MATERIAL IS THE CITY OWNED HIGHLANDS NORTH DRAIN MU.CONNECT TO APPROL --GO--PROPOSED CONTOUR ANNEX STE 66 LF OF 6 PVC MSCNARGING TO THE d1ANBBES OF STGRYNATER GENERATED 91EET: 2 SOUTH DRAIN.THE SOUTH DRAIN WILL FROM THE PROPOSED SKATE PARK ARE . --00--CASTNG CONTOUR THE AMOUNT OF FILL NEEDED FOR THE CONNECT TO APPROX.67 IS Cr 6'PVC EXPECTED TO BE IESS THAN GENERATED BY BERUS TO TE INTO THE CT CONTOURS MSOIARDNG TO TIE EXISTING POOL DRAIN. TIE CURRENT USE OI' NT SITE NO 0 Y OF: 2 0 PROPOSED STORY DRAIN IS ARPROXMAIELT]6T CY. TOE CEDAR G POOL DRAIN DIBC TILE TO YA,XN CHANGES ARE ANTOPAIEO IN ME 1 1 1 1 _ THE CEDAR RIVER VIA 6'CONCRETE BESTNC CITY StORYwAIEq SYSTEM AS A PESULT D<Ttl5 PROTECT. 1W0 DICKS AT NU.SCALE JW NO.:OOA61 PIPE I'NOT•SCALE AOW WN0.Y DWG GRADE • b • 4 CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS MEMORANDUM DATE: January 2,2001 TO: Lesley Nishihira FROM: Carolyn Boatsman SUBJECT: Review of Fill Source Statement for Skate Park I have reviewed the Phase II Environmental Site Assessment prepared by Bergquist Engineering Services. This report, when added to the letter attached dated November 8, 2000, suffices as a Fill Source Statement for the Skate Park. The report and the attached letter contain information required by aquifer protection regulations including soil analysis results and the engineer's certification that, to the best of his knowledge, the fill material meets fill quality standards. It should be noted that one area of the borrow site has to be avoided due to slight contamination with petroleum. This area has been marked in the field and the contractor has been informed of the requirement to avoid removing fill from this area for the purpose of placement at the Skate Park. cc. Lesley Wiscomb Abdoul Gafour 1n0101xx.doc H:\DIVISION.S\UTILITIE.S\WATER\CAROLYN\In0101 xx.doc\cor - i f Ifr ,1110 P Bergq ist Engineering §ervices 32240 8th Avenue SW P.O. Box 25804 Federal Way, Washington 98023 Federal Way,Washington 98093 Phone: 253.661 .7658, Fax: 253.661 .1399, e-mail: RBergqu510@aol.com November 8, 2000 Lesley Wiscomb Community Services City of Renton Renton City Hall - 5fh Floor 1055 South Grady Way Renton, Washington 98055 Re: Geotechnical Engineering Services Proposed Demolition of Henry Moses Swimming Pool and Bathhouse Liberty Park Renton, Washington BES Project Number: 20011, Report 2 Dear Lesley: This report presents the results of our review of the Dames and Moore report entitled Phase / environmental Site Assessment, Limited Asbestos and Lead containing Coatings Surveys, 754 Edmonds Avenue NE, Renton, Washington, dated May 10, 1999 and our report entitled Geotechnical Exploration and Material Evaluation Proposed Highlands Annex, Demolition/Improvements Project, 754 Edmonds Avenue NE, Renton, Washington, dated February 28, 2000. This review was performed pursuant to the Renton Aquifer Protection Regulations and Paragraph "d" of the Regulations Pertaining to City Mining, Excavation, and Grading Regulations to develop this abbreviated source statement. Based on the project drawings and geotechnical recommendations, select soils will be excavated from the Highlands site and used as structural backfill at the Liberty Park site. The geotechnical recommendations require that the topsoil be removed and stockpiled on the Highlands site for later use. Most of the borrow soils will come from the western half of the site where the maximum depth of excavation will be about four feet. GEOTECHNICAL ENGINEERING AND CONSTRUCTION INSPECTION Demolition of Henry Moses iming Pool and Bathhouse BE- oject Number 20011 Renton, Washington - November 8, 2000 In the Phase I Environmental Site Assessment, Dames and Moore personnel reported that they observed no evidence of the use of hazardous chemicals on the site and no evidence of stains or odors indicating the presence of petroleum products or hazardous materials or hazardous wastes in the soils on the site. According to the Phase I Environmental Site Assessment, the Highlands site was: • not listed on the U.S. EPA National Priorities List (NPL), • not listed on the U.S. EPA CERCLIS list, • not listed on the EPA Emergency Response Notification Systems (ERNS) list, • not listed on the U.S. EPA RCRA list, • not listed on the U.S. EPA Inventory of Open Dumps list, • not listed on the Washington Department of Ecology Toxics Cleanup Program • not listed on the Washington Department of Ecology Listing of Underground Storage Tanks (USTs), • not listed on the Washington Department of Ecology Northwest Regional Office Leaking Underground Storage Tank (LUSTs) list, • not listed on the Washington Department of Ecology State Active Solid Waste Landfills, The soils used from the Highlands site are native, undisturbed soil. There is virtually no organic material or roots in the native sands below the topsoil at the Highlands site. The test pits performed by our firm were not intended for the purpose of determining whether hazardous materials were present on-this site; however, there was no visible or olfactory evidence of hazardous materials on the soils excavated from the test pits or on the side walls or floor of the test pits. Richard A. Bergquist witnessed the soil stockpiles and entered the test pit excavations to observe the soils conditions. Mr. Bergquist is the engineer of record for hundreds of Phase I and numerous Phase II Environmental Site Assessments and is experienced with visible and olfactory evidence of hazardous materials. Based on the environmental and geotechnical evaluations of the Highlands site, it is unlikely that the near-surface, native soils are contaminated with hazardous materials. Therefore, in Bergquist Engineering Services Page 2 of 3 Demolition of Henry Moses S iming Pool and Bathhouse BET"<<oject Number 2001 1 Renton, Washington November 8, 2000 our opinion, there is no need to perform laboratory testing to prove the absence of hazardous material. Observations should, however, be made during the process of excavating and depositing the borrow soils. And if stained or odoriferous soils are encountered during the excavation or deposition process, the operations should be suspended and the project managers notified immediately. Thank you for this opportunity to work with you on this project. If you have any questions, or require additional information, please contact me. Sincerely, ER; Bergquist Engineering Services 30377 ExPg �oZ Richard A. Bergquist, PE Principal Bergquist Engineering Services Page 3 of 3 G 0Y � • Community Services Department DATE: 12 December 2000 • TO: Lesley Nishihira FROM: Lesley Wiscomb LW SUBJECT: ' Fill for Liberty Park.Skate Park from Highlands Annex. , In accordance with the Aquifer Protection Area requirements, attached is Source Statement for the soil from Highlands Annex property proposed as fill at Liberty Park Skate Park. Carolyn Boatsman plans to be out of` the office Wednesday through Friday, December 13th-15th. I provided her with this report this morning so she would have time to review it before she departs.. The Contractor has mobilized but agreed to wait until tomorrow for permission move the material:. Because of these time constraints, I have dealt directly with Carolyn on this subject. Also, our Engineer will be replacing Page 5 of 5 in the.report. He adds, a statement that concludes the soil is suitable for fill at Liberty Park. I.will have a faxed copy of this later today and;had copy replacements of that page tomorrow. If you.have any questions or concerns, please contact me: Cc: Carolyn Boatsman Memo to Lesley N with Source Statement CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS MEMORANDUM DATE: November 14,2000 TO: Lesley Nishihira FROM: Carolyn Boatsman C- el/er SUBJECT: Source statement for fill material to be placed at Skate Park This memo contains my comments on the referenced source statement prepared by Berquist Engineering Services and dated November 8,2000. An abbreviated source statement should not be considered adequate for this project because the site at which the fill will be placed is extremely sensitive(within 100 feet of City drinking water wells). The source statement for this project should include: 1. Results of sampling and analysis pursuant to RMC 4-4-060.L.4.g, Fill Material, Sample and Analysis Procedures; 2. Information regarding the previous land uses of the fill source location; and 3. The professional engineer's statement that the fill material meets the fill quality standards contained in RMC 4-4-060.L.4.a. and b. Lesley Wiscomb provided me with a copy of a Phase 1 Environmental Site Assessment(ESA)for the fill source site. This report provides information sufficient to satisfy 2.above. A copy of this report minus the appendices should be attached to the source statement. The ESA indicates a likely underground fuel storage tank on the site and that former buildings were likely once used for vocational training. These uses, along with the likelihood of incidental use of pesticides, indicate that appropriate analyses to determine the presence of petroleum, synthetic organic chemicals, and volatile organic chemicals should be reported in the source statement. This does not preclude other analyses that the professional engineer determines are necessary to meet the intent of the Department of Ecology's "Guidance on Sampling and Data Analysis Methods". Thank you for referring this matter to me. Please feel free to contact me at x7211 with questions and further discussion. cc: Lesley Wiscomb Abdoul Gafour J.D.Wilson 1n1100.doc H:\DIVISION.S\UTILITIE.S\WATER\CAROLYN\FIP\lnreskatefill.doc\cor Community Services Department DATE: 9 November 2000 TO: Lesley Nishihira FROM: Lesley Wiscomb — SUBJECT: Liberty Park.Skate Park/Highlands Annex Improvements Attached is an abbreviated source statement pursuant to the City of Renton Aquifer Protection Regulations. This' statement, prepared by Richard Bergquist, P.E.,. reviews documentation and on site inspection, relating'to the structural fill at the Highlands Annex property that is proposed to be exported to Liberty Park for use in the Skate Park. This is a facsimile copy. Original document will be provided to you this afternoon.. We would like to issue Wyser Construction a Notice:to Proceed on this project commencing Monday, ;November 13t''. Since the construction schedule hinges on your approval of the fill material, I would appreciate your review as soon as possible. It is worthy to note that Wyser Construction has vast experience in the removal and remediation of contaminated' soils and is capable of:recognizing any suspicious hazardous soil conditions that are:uncovered during the:excavation and deposition processes noted in Rich's letter. Should such a condition be encountered, operations will be suspended immediately: Thank you for your consideration. Cc: Carolyn Boatsman Memo to Lesley N for APA I Fill . ., J ,:,, ,,,rt ...1 !tl! rt,:irr:i!rik, mmirl,,: , 1,,m!H, P 'ergo ist Engineeringerviees 32240 8th Avenue SW P.O. Box 25804 Federal Way, Washington 98023 Federal Way,Washington 98093 Phone: 253.661 .7658, Fax: 253.661 .1399, e-mail: RBergqu510@aol.com November 8, 2000 Lesley Wiscomb Community Services City of Renton Renton City Hall - 5th Floor 1055 South Grady Way Renton, Washington 98055 Re: Geotechnical Engineering Services Proposed Demolition of Henry Moses Swimming Pool and Bathhouse Liberty Park Renton, Washington BES Project Number: 20011, Report 2 Dear Lesley: This report presents the results of our review of the Dames and Moore report entitled Phase / environmental Site Assessment, Limited Asbestos and Lead containing Coatings Surveys, 754 Edmonds Avenue NE, Renton, Washington, dated May 10, 1999 and our report entitled Geotechnical Exploration and Material Evaluation Proposed Highlands Annex, Demolition/Improvements Project, 754 Edmonds Avenue NE, Renton, Washington, dated February 28, 2000. This review was performed pursuant to the Renton Aquifer Protection Regulations and Paragraph "d" of the Regulations Pertaining to City Mining, Excavation, and Grading Regulations to develop this abbreviated source statement. Based on the project drawings and geotechnical recommendations, select soils will be excavated from the Highlands site and used as structural backfill at the Liberty Park site. The geotechnical recommendations require that the topsoil be removed and stockpiled on the Highlands site for later use. Most of the borrow soils will come from the western half of the site where the maximum depth of excavation will be about four feet. GEOTECHNICAL ENGINEERING AND CONSTRUCTION INSPECTION Demolition of Henry Moses 5:- Iming Pool and Bathhouse BE' Toject Number 2001 1 Renton, Washington November 8, 2000 In the Phase I Environmental Site Assessment, Dames and Moore personnel reported that they observed no evidence of the use of hazardous chemicals on the site and no evidence of stains or odors indicating the presence of petroleum products or hazardous materials or hazardous wastes in the soils on the site. According to the Phase I Environmental Site Assessment, the Highlands site was: • not listed on the U.S. EPA National Priorities List (NPL), • not listed on the U.S. EPA CERCLIS list, • not listed on the EPA Emergency Response Notification Systems (ERNS) list, • not listed on the U.S. EPA RCRA list, • not listed on the U.S. EPA Inventory of Open Dumps list, • not listed on the Washington Department of Ecology Toxics Cleanup Program • not listed on the Washington Department of Ecology Listing of Underground Storage Tanks (USTs), • not listed on the Washington Department of Ecology Northwest Regional Office Leaking Underground Storage Tank (LUSTs) list, • not listed on the Washington Department of Ecology State Active Solid Waste Landfills, The soils used from the Highlands site are native, undisturbed soil. There is virtually no organic material or roots in the native sands below the topsoil at the Highlands site. The test pits performed by our firm were not intended for the purpose of determining whether hazardous materials were present on-this site; however, there was no visible or olfactory evidence of hazardous materials on the soils excavated from the test pits or on the side walls or floor of the test pits. Richard A. Bergquist witnessed the soil stockpiles and entered the test pit excavations to observe the soils conditions. Mr. Bergquist is the engineer of record for hundreds of Phase I and numerous Phase II Environmental Site Assessments and is experienced with visible and olfactory evidence of hazardous materials. Based on the environmental and geotechnical evaluations of the Highlands site, it is unlikely that the near-surface, native soils are contaminated with hazardous materials. Therefore, in Bergquist Engineering Services Page 2 of 3 Demolition of Henry Moses S iming Pool and Bathhouse BE; — oject Number 20011 Renton, Washington November 8, 2000 our opinion, there is no need to perform laboratory testing to prove the absence of hazardous material. Observations should, however, be made during the process of excavating and depositing the borrow soils. And if stained or odoriferous soils are encountered during the excavation or deposition process, the operations should be suspended and the project managers notified immediately. Thank you for this opportunity to work with you on.,this project. If you have any questions, or require additional information, please contact me. Sincerely, $4. Bergquist Engineering Services 0 o¢wRsyr4,G' ra IONAL 1132= 0 i Richard A. Bergquist, PE Principal • Bergquist Engineering Services Page 3 of 3 4,STnrE 6 ii u, s;eie„ ,t�2 • yy t889;, STATE OF WASHINGTON DEPARTMENT OF ECOLOGY Northwest Regional Office, 3190 - 160th Ave S.E. • Bellevue, Washington 98008-5452 • (425) 649-7000 DEVELOPMENT PLANNING August 31, 2000 CITY OF RENTON SEP 0 6 2000 RECEIVED Lesley Wiscomb City of Renton Community Services 1055 Grady Way Renton WA 98055 Dear Ms. Wiscomb: Re: City of Renton Permit#LUA-00-090 RENTON CITY OF COMMUNITY SERVICES -Applicant Shoreline Substantial Development Permit#2000-NW-40022 The subject Shoreline Management Substantial Development Permit, to construct a cast-in-place reinforced concrete skate park in the southeast portion of Liberty Park,has been filed with this office by the City of Renton on August 24, 2000. The development authorized by the subject permit may NOT begin until the end of the 21-day appeal period, September 14, 2000. The Shorelines Hearings Board will notify you by letter if this permit is appealed. Other federal, state, and local permits may be required in addition to the subject permit. If this permit is NOT appealed,this letter constitutes the Department of Ecology's final notification of action on this permit. Sincerely; klee;c. Marcia Geidel Shorelands and Environmental Assistance Program MG:mg SDP.DOC cc: LESLEY NISHIHIRA, City of Renton ® 18 0 CITY OF RENTON MEMORANDUM Date: August 28, 2000 To: Lesley Wiscomb, Capital Project Coordinator/Community Services From: Lesley Nishihira/Development Planning Subject: Liberty Park Skate Park Project No. LUA-00-090,SA-A,ECF,SM 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. The Shoreline Substantial Development Permit (SM) was issued by the City of Renton on August 22, 2000. If you have any questions, please feel free to contact me at 430-7270. final ' V<rDIV.ISION` :<'?`<' :`: >?>E??? z i<'. ? <t < i? ':'• E"fir?'<�>E>E?%?'` ; : : . : >» > >»:>..F....v.T:IC3FiSER: CE.. .....11iI,A.IAk. . ......... ......... .. .. On the 23 day of f411A-1. usfi , 2000, I deposited in the mails of the United States, a sealed . envelope containing S vlov -t t lac \ewv Or documents. This information was sent to: Name Representing De_ffir co[0.5 aW gam& lviat j_S` I w1ScowA1, ` t— 4_ Revtov\ Cowt vot Sevkiic-ez (Signature of Sender) SUAct-ra- �� STATE OF WASHINGTON ) • ) SS COUNTY OF KING ) I certify that I know or have satisfactory evidence that caA"1.4 ci.. ,2-e r' signed this instrument and acknowledged it to be his/her/their free .and voluntary act.for the. es and purposes, • mentioned in the instrument. Dated: _ (1 o.0 • -� l Notarya- in nd for the State of Washing Vt � MARILYN K�f�CHEFF ► Public NOTARY PUBLIC • Notary (Print) NAa1_ _a_____ STATE OF WASHINGTON t My appointment ex""�"�T� COM UINSEI 9N 03IRESJ F Project Name: LLBx_Li ibNe_ p Project Number: LU fci O0 , 09 O , S -1 NOTARY2.DOC -... CITY: _IF RENTON Planning/Building/Public Works Department Jesse Tanner,Mayor ' ' - Gregg Zimmerman P.E.;Administrator August 23, 2000 • State Department of Ecology Northwest Regional Office 3190 160th Ave..SE Bellevue,WA 98008-5452 • SUBJECT: Shoreline Management Substantial Development Permit for - Liberty Park Skate Park/LUA-00-090,SM Gentlemen: Enclosed is the Shoreline Substantial Development Permit for the above referenced project. The permit was issued by the City of Renton on August 22,2000. We are filing this action with the Department of Ecology and'the. Attorney General per WAC 173-14-090. Please review this permit and attachments and call me at (425) 430-7270 if you have any questions or need additional information. Sincerely, Lesley NishihilF� Project Manager . ` Enclosures: Copy of Original Application Affidavit of Public Notice/Publication . Site Plan SEPA Determination . cc: Office of Attorney General City of Renton, Transportation Systems City of Renton, Utility Systems Applicant . . sh/tr 1055 South Grady Way-Renton,Washington 98055 m . 1 CITY OF RENTON SHORELINE MANAGEMENT ACT OF 1971 PERMIT FOR SHORELINE MANAGEMENT SHORELINE SUBSTANTIAL DEVELOPMENT PERMIT APPLICATION NO.: LUA-00-090, SM, SA-A, ECF DATE RECEIVED: July 7, 2000 DATE OF PUBLIC NOTICE: July 11, 2000 TYPE OF ACTION(S): [X] Substantial Development Permit [ ] Conditional Use Permit [ ] Variance Permit - - - - u-EI®ICI e q ' 1111 ST , -' -- ---- EN =-,m... _t.5 it, 164 CIS _. a C ... .. .. , 0. - � E1 I N 4th St: . _- -- ,* _ = '_ = °III • , i1= , 1 ."''. IR= == .P4 > Err =N Mk ItY i t, ill Ir =ill um - 52 TR9r5= E IIIIIII 411144 / __ x = BM =n =111 LEoB2r, / l - aa u u Ems= E`^ C =— ra— —�� / itc / i _ == __ E~'' N . 01 ..1 V) 1 w � O U ICI■— e#' IT: ort...,,v i 1-.1 mutiniAller.4,I + .. gm 6..• , 1 lia NM MU NB " tea = I y ' '.. \ . -hill PROJECT SITE :: :� I P Anne list � =',; - A , 4= je .In ■■ ■■ ■ 71i3 It- Eli IU= i gI - -dv . *o I ‘0)11 d: , IN NM IP AID11/171 :11a on IR 15.-. ;it, .74, w, kN . / n mill = Q N IN d Al u� _um t� . �fS1 , -a �E . MEd �= M\ /, ■ =. u BE I�o Ifl- �- -O - - •�1111 11 shsubdev.doc City of Renton P/B/PW Department Shoreline Substantial Development Permit LIBERTY PARK SKATE PARK;FILE NO.LUA-00-090,SM,SA-A,ECF Page 2 of 3 Pursuant to Chapter 90.58 RCW, the City of Renton has granted a permit: This action was taken on the following application: APPLICANT: City of Renton; Community Services PROJECT: Liberty Park Skate Park DEVELOPMENT DESCRIPTION: The proposal is to construct a cast-in-place reinforced concrete skate park in the southeast portion of Liberty park. The site is located approximately 100 feet north of the Cedar River and is, therefore, subject to the.City's Shoreline Master Program. The new skate park would be approximately 10,083 square feet in area, including connecting concrete pathways. The skate park would be sited to take advantage of the excavated pool areas for the placement of skate bowls and other below-grade features. All surrounding non-concrete areas would be restored to lawn or landscaped areas. On August 1, 2000 the Environmental Review Committee issued a Determination of Non-Significance for the project. The proposed site plan for the application was also approved on this date. A 14-day appeal period commenced on August 7, 2000 and no appeals of the threshold determination or land use decision were filed. Construction of the skate park is anticipated to begin in September of 2000. The estimated time frame for the completion of the project would be approximately 4 months. LEGAL DESCRIPTION: See attached SEC-TWNP-R: 17-23N-5E WITHIN SHORELINES OF: Cedar River(Urban Designation) APPLICABLE MASTER PROGRAM: City of Renton The following section/page of the Master Program is applicable to the development: Section Description Page 4-3-090.J Urban Environment page 3-25 4-3-090.L Specific Use Regulations page 3-27 Development of this project shall be undertaken pursuant to the following terms and conditions: 1. A building permit shall be obtained for the project prior to the initiation of any project-related work. 2. Temporary erosion and sedimentation control measures shall be installed and maintained to the satisfaction of the representative of the Development Services Division for the duration of the project. shsubdev City of Renton P/B/PW Department Shorenne Substantial Development Permit LIBERTY PARK SKATE PARK;FILE NO.LUA-00-090,SM,SA-A,ECF Page 3 of 3 This permit is granted pursuant to the Shoreline Management Action of 1971 and pursuant to the following: 1. The issuance of a license under the Shoreline Management Act of 1971 shall not release the applicant from compliance with federal, state, and other permit requirements. 2. This permit may be rescinded pursuant to Section 14(7) of the Shoreline Management Act of 1971 in the event the permittee fails to comply with any condition hereof. 3. A construction permit shall not be issued until twenty-one (21)days after approval by the City of Renton Development Services Division or until any review proceedings initiated within this twenty-one (21) day review period have been completed. O2 00 Planning Buildin /Pu lic Wor Im trator 9to D shsubdev 7h Project: Skatepark Liberty Park 1400 Houser Way North Renton WA LEGAL DESCRIPTION 172305. 43 BEG AT INTS OF W LN OF SE 1/4 OF NW 1/4 & S LN OF CO RD AT A PT 721 . 39 FT S OF NW COR OF SE 1/4 OF NW 1/4 TH E AT R/A TO SD W LN 653 . 03 FT TO W LN OF A. TRACT OF LAND OWNED BY SEATTLE .CAR & FOUNDRY CO TH SWLY ALG SD W LN PARL TO & 100 FT WLY OF WLY LN OF R/W C & P S RY CO ,NEW CASTLE BRANCH, A DIST OF 597 . 33 FT TO NLY LN OF C W W # 2 TH NWLY ALG SD N LN 440 . 8 FT TO W LN OF SD SE 1/4 OF NW 1/4 TH N 293 . 10 FT TO BEG .. L s. SITE NOTES �R__ ., E.ciAW e1,4 PROJECT AREA BOVNDAR4 ., ._ CTQdwG PARAINL Lr.T ,7 7riI (di, /� Z Ta 1.DRO.ECT AREA.20.t65 SQUARE FEET T. Rizi 2.TOTAL DARK AREA.5K0.656 SQUARE FEET 1 • i O o�� ].COSTING SKwuINC P00..1.200 SQUARE 0CC M u0IN :71{w,7 DC. �\ m 11 K.CnSTING BAM NOUSE.2.450 SA/ARE FEET I C.:e T:NG CRASS•PCA .iriff I EK'It�imrF k 6.En56o CONCRNADINETE POO4.576 SOUARC lCCT .� �y y, 77 6.En51wG CWCPETE POOL DE01.17,959 SOUARL iEET -------------..�.= '1� • 46 1 9y J.EnSTNG INPERNCt1S SURFAtt.23.1135 SQUARE FEET :ii: /r EE< 6 PROPOSED MUTE PARK-6.175 SOUAR[FEET _ ] r );�. �� � �l ! ■ 9 PROPOSED CONCRETE WALKwAY5.1,905 SQUARE FEET O O ��• /'� ] O U•..• I.E'!-. i 10 PROPOSED RIPERrt0.15 SURrAtt.10.060 SOVARC FEET: ii (� '• 41 11.PERCENTAGE 09 LOT COYERAGE.36S - � { �O aI' • ��i; �'' N XM 13.AREA K PROPOSED LANOSCAP:NG.10.102 SQUARE FEET I) / `•t -- I3.ALLOWABLE BUILDING 41004T-30 FEET I LED O k- 111 O . :-"I" � �" _ ` 4 w J 14 PROPOSED BUILDING N[:GNT-NOT APPLICABLE (?• l. ,,,1II��®//i ' �'' r I EE F ~ Y (N:LNEST POINT•6'ABOVE GRADE) jj / l .+ - b„Y• + , I.ScA SONE REOTTRCS A INNR1UY SETBACK OF 10 FEET LIBERTY PARK �y I .`L 'y1 0' �` 'rr,?` _ t3 Y rROu ARTERIAL STREET FRONTAGE I® �I �� T ;'-_ I _t - G N. ; U S b t 16.PROPOSED SETBACK APPROX.100 FEET fROu NglSER WAY N - R��`Yi J1 ' , 17.TRERC ARE NO ON-9TC WETLANDS OR STEEP SLOPES 0. 0 _�% ' pQ tB.000111 AL USE IS NOT PARKING TD TO GENT TE E TJLti':'"A- _ I3 AODITWAL NEEO S N TEPPEC THAT Is NOT _ ,c_-•-Il E,w r+.�.�- 0` VICINITY MAP 4 CURRENTLY PROWDED OP 1- O_--."'Y!'_§- '! 7111 19.PROJECT AREA IS APPROX.TW FEET(ROu THE CEDAR INNER • `�O J�-L.?'Y __ _ - Y_ .•' NOT TO SCALE I e 1 TRE00006E A SHORELINE SUBSTANTIAL DEVELOPUENT I f .�§a-' '-r I _ !�®-, _ PEWIT DILL BE HRELINED 1--_ �•`-: _ `6•`z�';'`-•;•,..._. MODIFICATIONS TO EXISTING SITE I N ® a �lb®�i_ O[nSTNG SNIuwNG P001.TO BE FILLED EIDSTINGrol, \/ f 'I®i;�_ \. \ I O ERISTNG WADING POOL TO BC OEuOUSNED AND RUED i- - • pEXISTING BAN NOUSE TO BE DEUOLISNED `�1 i O(RIVING CONCRETE POOL DOCK TO BE D[u0U5NE0 0 , 1 71141 ,,.;.:'• a L' I. X • OS CnSTNG STURS TO FILTER RODu TO BE 0(00(15NCD AND .u`,T• ` © I ! RUED.RTER ROOu TO BE TILLED �� J' O'. . I L/�( • I '1 A., T O COSTING CN4N LINK FENCE TO BE REu0vE0 V • �.I I :. :-, Ste`` I '�f(1 O IT I cii '� • I v - A` -K:.:E:•1 ` _ I .,/}-may .. . I 1 • iti\ PIY.91.D0 _.1^' J� _ CONSTRUCTION NOTES E --- IC._90O �J O y? :::,..i.? 'pqer�yT DRGPascD cowwETE 91ATE PAaK uYaur E E I / .�• ( I s w d 6O(uAX.Dlw rcz,s N/s 6A•E/W) E j W9R0P05E0Y.1SOPEFROu CacOCTESKATEPARKEj ` \NO TOGRASS AREAS(TO BENTDROSEEOEO) �F� Pr.o+1�u5E \\ 9 P`RK OQ� — Oj PROPOSED GRASS AREAS(TO BE NTDRCSEEDED) _ `Z /ii , 1 .,• , •ARY AREA I OPROPOSED CONCRETE NALKwAYS TO PARKING LOT(9'w10E) ^ �ti^ 1I J a l OPROPOSED DRAIN LINE TO EXISTING CATCH BASH ._-��w L O+ \ '/• 7-ii �� —l dr m• u. eIKR •• CEDAR RIVE: �'o- O. a i --__,.,IE%OO.RUON u_ I . - 0 s F -:xP�oi eANN - ! • W X Q • LOCATION MAP a Y • ¢ F a m . HZ } SITE PLAN 5 SCALE:1•40• O 8 ¢ w 1 9 Sax 1 0 2 s: 2 0T 560 190N6 AT 9T01 SCALE .09 Md C049 i MOT,SCALE ACO]SWG.T DWG 91E • • Erl_TAL CA ALL APE,. [•STMG vARawL LDT ` ..7 • 01101:NC COlON ARE. _ (tillu e• A a: 1 § (• R.uM14 i:005' ---1.. i0:^� BLxF�6`E 2: • / • o / c • F J 4`` I !` l it /OJT _.-TO4._:_._.._._._.:.---"--'."-'-----•---."-`._.....'--'-'"-.._..._.._...__.._._.__..._..._..._........_...__..... .....:.:..':- ..... .-...-- ....... ..... .-..—:. \ : \ LIBERTY PARK �S it E) II . . . . ..... ............. .. . .. ........... sue �, Io2 --- - rt 2 .: 1 FP e 6 I II s I �1- I 1�g HOUSE • 1 . ` li i `::�� _ ps,p I is - l 1 J l r c.:zT., r Row —,oe- i /. u'D- -Ja GEC. --103 ll 1 , 1 . 1E-8900 ‘j i e. / I c I e 4 V�J t 4 [.:ST:NL \I uP 1 5°DO i Pu puSE i y 6 ea -______ A Al % ee +oa • I iI 1O1O0 1100 —Di 1 — Y S C G. to A, wvp ..� _,gmb $y gb6 8.6 APP.Pp..T W E 0 ACT AREA -u88 b gEi • A y'$ Z 0 TO i0P D BAMR 1 e Coo e Ce E Y J w • VERTICAL DAT.IS LOCAL I I _• <VE GRADING AND DRAINAGE PLAN STORM PROFILE x RD c SC4E,•-20' SCALE:V i:20 IL CC• O O < Z LEGEND GRADING PLAN DRAINAGE PLAN 58 ¢• o •----•PRO.ECT AREA SQINOART i Of AMOUNT Of STRUCTURALAL P NEEDED M THE OVCR E PROPOSED STORLI DRAINAGE PIPING E PROP05ED CETE•IJAWATS'LL J C —+—DRAINAGE PLOP PATTERN TO FRL TNE 80.017 GRADE AREAS IS RRl UTILIZE THE FASTING 6•POOL DRAN BE SLOPED TO THE NORT, STORuwATER APPROINATELT 2.540 Cr. OUTLET.NE STO NNACER FRO,THE SRA,E N.C..GEHRATEO EROu THE GRAYS • B 100.00 PRCNOSCD SPOT ELEVATION • PARR M.BE CCL ECTED PI RO1 DRAINS 1 BE ABSORBED N THE FASTINTIN G AN0 9:0000 EXISTING SPOT CLEVATCN T SOURCE Cr THE STRUCTURAL PAL AT THE TAO LOR PORTS CO THE SITE ME PROPSED GRASSED AREAS. - IQOAL IS THE OTY OMVED nRMANDS NORM DRAIN RILL COMECT TO APPROX. -y00---PROPOSED CONTOUR ANNEX 91E. 66 LF OF 6'PVC O0OIARONG TO THE o0ANDDCS 0P STORNNATR CENRAIFO S .O11N PR .TN[SOUTH MAN PILL OI TIE PROPOSED SRATE PARR ARE SMELT: 2 OU --100-- FASTING CONTOUR THE ANQMT D'PAL NEEDED FOR THE CONNECT TO APPROX.67 L<Cr 6•PVC COPECTED TO BC LESS MAN GENERATED BY —0—PROPOSED STORL,DRAIN BEJNS TO TIE INTO THE FA OI STING CTOURS DSO0RONL TO THE CASTING PO0.DRAIN. C T W C N TOE N 0 ,- r OF: 2 _ IS APPROXIMATELY 767 CT. M O1 C FASTING KO.DRAM CNARGLS TO V ME CEDAR MAR:AA 6•CONCRETE TILE EA56rL OTT Si0R11•ATR STSTEN AS A -_- FLU.SCALE• . - PIPE RESAT OF TI•S PRO.ECT. ri IUTO SCUFTA T JOB I.K.ODA61 D•G GRADE . t • • • • • • • ow.. si02.00 atel.B0 S V. .U.'.f.„......7.1 1 __....._ , , ......._ A 1 1-11'I •.=.7-1,-E--J-Ti-;7-_'.1.7±EIP-=1111 " -- • - 6 .--_,,., -F'K--o 0 1 ,c1- liC it,N111\o'• ...,.,..• . ......_ SECTION A.. SECTION!kb s102.00 olU;00 . , !ill"i fs-. Al ilfijikkk. /1-"‘\ IOLA& i ,,01 1444' ' .1i .V. .T...-,•-"rr-71 ........._,.....,—I _. I i, ..‘........ -Y 1 '. I • LIBERTY PARK I ILSafigkillik-' ) ""--I•I=•"—,""":7: — — = 0 L-`4,41:r.• ..:7 oitif.Atzigin --51 fib ..._ ._—: , :7-•'— i: -.....- - f •••• ----:r.....• "-- 1 .. . ---•,• .,:1 I-1. 7.'-1-... ':.,.. {7.-- SECTIONSECTION D.0 r-, V-w - _L—TiHilf,, _ .,•,... . • ,,,...... . .il :-.1...c-4.1.1,:—• =[':—.11"n_i LS' . . i:INW a • - i ____ . ..1 u__- i T'.1'77:7191 =..:: l'=i11=-11=. ii -LuW.-7=7:=.IlL:i'l•=11 710 L-_—.. -::: -1.1 ....._:=11_ -,rt ”I ,• ,..m, ... .._.--_-=.1=.,..--='_f_r.L,IL,,• - . • 1-"-• LO - .-- SECTION E-• SECTION F.1 SECTION Cl.g CarinelliBlit If,.y-i •.7. . -c ___________immicro.. s t . \ ''' •-, , . AL:V o 20"...., '9' ' r ‘ss •W.0.1 ......" . _.7,1-r-,. ,_ 2,.:4;.. ..... .„ • .,..„.. ... ...• ,• \r: j-±v:Ti irl- 1 1,..--_ , 1 I %..... I I. -&1_1;•=1:: -.if i,-*1 1 i=II-=. _i I --,--I I- 1 I r.=I I ,,-. .t- L i ....Ll.. .:.1.:-::4=.11.11--, I . . . ' \. 'I . 04t...:•........ .'• SECTION N.% SECTION I-I ... .. . SCALE:1/8 =l'O' EXISTING GROUND ELEVATION•0101.00 SICATEPARK PLATFORM ELEVATION o 0102,0 (D . REFER IN SECTIONS In THESE ELEVATIONS. • 75 ,• • L., : -• . .,• . •-•r- S. - . ..',.... 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C.)S6) . . • 1244399 .,... + P/B/PW TECHNICAL SERVICES . • elk! 01/11/00 • 17 T23N li5E' W 1/2 , r CITY OF RENTON SHORELINE MANAGEMENT ACT OF 1971 , .- PERMIT FOR SHORELINE MANAGEMENT CONCURRENCE SHORELINE SUBSTANTIAL DEVELOPMENT PE' MIT � �` ,a, .00 NAME ENITL 2.L/DATE (i'MI 6 1--i?l-t i. 914t1;'0•DO— APPLICATION NO.: LUA-00-090,SM, SA-A, ECF , cT H 1 lgi\I We; 61148El DATE RECEIVED: July 7,2000 DATE OF PUBLIC NOTICE: July 11, 2000 TYPE OF ACTION(S): [X] Substantial Development • [ ] Conditional Use Permit [ ] Variance Permit Ao rw _� aTE Jt __ =In 14•4 ma =1 II N 4th St,. ►`�+, —= =r- LIU11/ • i a m2 :N ; __ I_ . .• r i _C ■tl- , - iq _ `` —. . io / ► 1i t == _ ♦ ill........e...-.. .... ... ... - E ' . milem • k 0, 1 ..... ..., a— r se \ ' -.= r w um ak 1 6. ! 1 ; # re= r-bh 4.m' .V0 * tr; I: II"' g TI ,� I ; a = =r 116:- ' •P N, .., riai • ,Il I Wit.— r.I_ ►fit _ PROJECT SITE p. ii i- _.. ._ __ st — w— tti iiP .` , /-- t a= se _ ■1. a■ 11■ E 11-1: 1 CE ma Ilk _ i■ te. t= 8r _ AMP 4 - . Rio 101.11 :11R 1111 [19 '`v �� /e i-I pg. _ - Ir.iii ........ .,,t, g-, I._ i I I I I I ill I 4 I I I I I I I IkkV A. N w gip ill /.. ..dam , Illii^., `N � = r/ - N II 4 ..... :11 - zi Ei r.... lib. III= Ett I ...e.'/ shsubdev.doc Y , REPORT City of kenton & Department of Planning/Building/Public Works DECISION ENVIRONMENTAL REVIEW& ADMINISTRATIVE LAND USE ACTION DECISION DATE: August 1, 2000 Project Name: Liberty Park Skate Park Applicant: City of Renton; Community Services Owner: City of Renton File Number: LUA-00-090, ECF, SA-A, SM Project Manager: Lesley Nishihira Project Description: The City of Renton is requesting Environmental (SEPA) Review, Administrative Site Plan Approval, and a Shoreline Substantial Development Permit for the construction of a concrete skate park in the southeast portion of Liberty Park. The facility would be constructed in the vicinity of the former Henry Moses Pool and Bathhouse. The new skate park would be approximately 10,083 square feet in area, including connecting concrete pathways. All surrounding non-concrete areas would be restored to grass lawn or landscaped areas. Project Location: 1400 Houser Way NE Exist. Bldg. Area SF: N/A Proposed New Bldg. Area SF: N/A Site Area: 28,185 square feet Total Building Area SF: N/A . _ _ ■N -� . • W v JII I. ;: , , —— wil a ma ivit: ME Mg: LIMY* 4. illP', - ' j: - wEIF:ud :--_---_— S'Z1 1 .r,-.4 - PROJECT SITE n 7=-7" k ge/ .,t M zed stJ; � 2 L ', NI EN MI Ipl H .. .• == . _ .atraiiiitillir t 4610, AU jai At,li'l • `VLF \: — lot _� N -n Project Location Map siteerc City of Renton P/B/PW Department Administrative Site Plan Approval&Environs al Review Committee Staff Report LIBERTY PARK SKATE PARK LUA-00-090,ECF, SA-A,SM REPORT AND DECISION OF AUGUST 1,2000 Page 2 of 6 PART ONE: PROJECT DESCRIPTION/BACKGROUND The proposal is to construct a cast-in-place reinforced concrete skate park in the southeast portion of Liberty Park. The facility would be constructed in the vicinity of the former Henry Moses Pool and Bathhouse, which were approved for demolition under land use file no. LUA-99-188, ECF, SM. Both public review and comment processes were conducted by the Community Services Department for the design and location of this facility. The new skate park would be approximately 10,083 square feet in area, including connecting concrete pathways. The skate park would be sited to take advantage of the excavated pool areas for the placement of skate park bowls and other below-grade features. The tallest height of an obstacle within the park would be 6 feet above existing grade. All surrounding non-concrete areas would be restored to lawn or landscaped areas. The site is located approximately 100 feet north of the Cedar River and is subject to the City's Shoreline Master Program. Therefore, in addition to Environmental (SEPA) Review and Administrative Site Plan Approval, a Shoreline Substantial Development Permit for the project is required. The construction of the project is proposed to begin in September, 2000 and is anticipated to be complete by January, 2001. PART TWO: ENVIRONMENTAL REVIEW In compliance with RCW 43.21 C.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 presently developed with 12.6 acre public park, including sports fields, tennis courts, play areas, picnic areas, open lawn areas, as well as support facilities including restrooms, paved parking lots and pathways. The site contains slopes ranging from 2% to 3% grades and is comprised of generally loose, silty sands. For approximately 25 feet north of the river's ordinary high water line, the bank is very steep and vegetated. The following 15 feet to the north contain steep retaining walls. The remaining 60 feet to the project site are generally flat to gently sloping. During skate park construction, existing soils would need to be excavated and replaced as necessary to uniform depths with imported structural fill, estimated at approximately 2,700 cubic yards. These areas would then be top soiled and seeded. Areas adjacent to the perimeter concrete staging or waiting areas, would be bermed and gently graded to eventually achieve the surrounding existing gradients. All surrounding non-concrete areas would be restored to lawn or landscaped areas. As required, best management practices would be employed during and after the construction of the project in order to reduce potential erosion impacts. No adverse environmental impacts are anticipated from the proposed earthwork associated with the project. Mitigation Measures: No further mitigation is recommended. Policy Nexus: N/A siteerc City of Renton P/B/PW Department Administrative Site Plan Approval&Environ ''al Review Committee Staff Report • LIBERTY PARK SKATE PARK LUA-00-090,ECF,SA-A,SM REPORT AND DECISION OF AUGUST 1,2000 Page 3 of 6 (2) Water/Shoreline Impacts: The proposal would involve construction work within 100 feet of the north bank of the Cedar River. The Cedar River is regulated by the City's Shoreline Master Program, which requires a Shoreline Substantial Development Permit for any non-exempt work within 200 feet of the ordinary high water mark of the river. The Cedar River is also a known spawning area for Puget Sound Chinook Salmon, which are currently listed as a threatened species under the Endangered Species Act. At this portion of the river, the shoreline consists of sandy gravel soil, natural rock, rock riprap, and rock gabions. No impacts to the existing storm water systems are anticipated from the project. Proposed storm drainage would utilize the existing 8-inch pool drain outlet and would be collected in the floor drains at the two low points on the site. The north drain would be connected to approximately 66 linear feet of 8-inch PVC pipe, which discharges to the south drain. The south drain would connect to approximately 67 linear feet of 8-inch PVC that discharges to the existing pool drain. Proposed concrete walkways would be sloped to the north. Runoff generated from these walkways would be absorbed in the existing and proposed grass lawn areas. According to the drainage narrative submitted with the project application, the quantity of storm water generated from the proposed skate park is expected to be less than the amount generated by the former use of the site. No major changes to the existing city storm water system are anticipated as a result of the project. Best management practices would be implemented during project construction, including the installation of silt fencing along the south side of the site, parallel to the Cedar River, as well as the protection of all existing catch basins and manholes. No adverse environmental impacts to the adjacent shoreline are anticipated from the project provided all code-required measures are complied with. Mitigation Measures: No further mitigation is 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 XX NON-SIGNIFICANCE NON-SIGNIFICANCE-MITIGATED. Issue DNS with 14 day Appeal Period. Issue DNS-M with 14 day Appeal Period. XX Issue DNS-M with 15 day Comment Period with a Concurrent 14 day Appeal Period. C. Mitigation Measures The analysis of the proposal does not reveal any impacts requiring mitigation above and beyond existing code provisions. 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. Building 1. The Geotechnical Engineer should provide monitoring of backfill and compaction procedures. Plan Review—Transportation 1. Traffic generation is expected to be similar to the prior pool use; therefore, no traffic mitigation fees are required. Plan Review—Water 1. Detention and water quality treatment provisions will not be required for this project. 2. Connection to the existing drainage system will be allowed. siteerc , City of Renton P/B/PW Department Administrative Site Plan Approval&Environ al Review Committee Staff Report LIBERTY PARK SKATE PARK LUA-00-090,ECF,SA-A,SM REPORT AND DECISION OF AUGUST 1,2000 Page 4 of 6 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 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: Site Plan (Received July 7, 2000). Exhibit No. 3: Grading and Drainage Plan (Received July 7, 2000). Exhibit No. 4: Section Profiles (Received July 7, 2000). Exhibit No. 5: Page F4W; City of Renton Zoning Map (Received July 7, 2000): C. Consistency with Site Plan Criteria In reviewing the proposal with respect to the Site Plan Approval Criteria set forth in Section 4-9- 200.E.1 of the Site Plan Ordinance, the following issues have been identified by City Departmental Reviewers and Divisional Reviewers: 1. Conformance with the comprehensive plan, its elements and policies; The subject site is designated Employment Area — Commercial (EAC) on the City's Comprehensive Land Use Map. 2. Conformance with existing land use regulations; The subject site is designated Commercial Arterial (CA) with a "P" suffix on the City's Zoning Map. Regional parks, and therefore the proposed modification to the existing regional park, would be considered a primary permitted use in the CA zone. The majority of the CA development standards (i.e., setbacks, building height and lot coverage) apply to the construction of new buildings, which the proposal does not include. The project does provide connecting pathways from the existing sidewalks to the skate park, as required per code. Typically, the "P" suffix designation requires a public meeting be held for any proposed change in use. However, the proposed skate park is considered to be a recreational use and does not differ from the previous use of the site. The City of Renton Community Services Department did, however, conduct public meetings to discuss the design and location of the proposed skate park. 3. Mitigation of impacts to surrounding properties and uses; The proposed skate park is compatible with the existing park surrounding the site and is not anticipated to create adverse impacts to surrounding properties and uses. There are short- term impacts, such as noise, which would result from the initial construction of the project. These impacts would be mitigated by the applicant's construction mitigation plan, which indicates the limitation of work hours to 7:00 am through 5:00 pm, Monday through Friday. 4. Mitigation of impacts of the proposed site plan to the site; The project includes the installation of landscaping in all non-concrete areas within the skate park. In addition, any disturbed landscaping would be restored. The project would take place within approximately 100 feet of the ordinary high water mark of the north side of the siteerc , City of Renton P/B/PW Department Administrative Site Plan Approval&Environ al Review Committee Staff Report LIBERTY PARK SKATE PARK LUA-00-090,ECF,SA-A,SM REPORT AND DECISION OF AUGUST 1,2000 Page 5 of 6 Cedar River. In order to control potential erosion and sedimentation impacts to the river, a silt fence would be installed at the south end of the site running parallel to the river. Best management practices would also be employed to protect nearby catch basins. 5. Conservation of area-wide property values; The proposal is anticipated to conserve area wide property values. 6. Safety and efficiency of vehicle and pedestrian circulation; The proposal would not differ from the previous use of the site, nor create areas requiring the need for additional parking. No alterations are proposed to existing parking areas. 7. Provision of adequate light and air; The proposal does not include the construction of new structures and is, therefore, not subject to this criterion. 8. 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 temporary construction on the site, would be mitigated by the applicant's construction mitigation plan. Long-term noise associated with the use of the park (skateboards and in-line skates) would be minimal considering the adjacent 1-405 freeway. 9. Availability of public services and facilities to accommodate the proposed use;and Utilities and roads adequately serve the subject site. New storm drains are proposed as part of the proposal and are permitted to connect to the existing drainage system. In addition, electrical conduits and junction boxes are proposed so lighting may be added in future phases. Potable water for a drinking fountain and irrigation water for landscaped areas would be also installed via connection to existing city water lines. 10. Prevention of neighborhood deterioration and blight. No deterioration or blight is expected to occur as a result of the proposal. XX 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 Liberty Park Skate Park project, File No. LUA-00-090, ECF, SA-A, SM. 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 and other project drawings are entered as Exhibits No. 2 through 5. 4. Comprehensive Plan: The subject proposal is consistent with the Comprehensive Plan designation of Employment Area—Commercial (EAC). 5. Zoning: The site plan application, as presented, complies with the zoning requirements and development standards of the Commercial Arterial (CA) Zoning designation. siteerc City of Renton P/B/PW Department Administrative Site Plan Approval&Environ al Review Committee Staff Report , LIBERTY PARK SKATE PARK LUA-00-090,ECF, SA-A, SM REPORT AND DECISION OF AUGUST 1,2000 Page 6 of 6 6. Existing Land Use: Land uses surrounding the subject site include: North: Liberty Park ball fields and tennis courts, CA Zone; East: Interstate 1-405 & Community Center, RC Zone; South: Renton Library & Office Development, CD Zone; and West: Commercially developed property, CD Zone. 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 - Commercial (EAC); and the Zoning designation of Commercial Arterial (CA). F. Decision The Site Plan for the Liberty Park Skate Park, File No. LUA-00-090, ECF, SA-A, SM, is approved. EFFECTIVE DATE OF DECISION ON LAND USE ACTION: August 1, 2000 SIGNATURES: Vt2d1 00 Jana o ,Z ning Administrator date TRANSMITTED this 7th day of August, 2000 to the applicant and owner: City of Renton; Community Services Lesley Wiscomb, Capital Project Coordinator 1055 South Grady Way Renton,WA 98055 TRANSMITTED this 7th day of August,2000 to the following: Larry Meckling,Building Official C.Duffy,Fire Prevention Neil Watts,Public Works Division Lawrence J.Warren,City Attorney South County Journal 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 August 21,2000. 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 4-8-110.E. Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office, (425)430-6510. siteerc v • H l• ,� Al SITE NOTES EXISTING PARKING LOT �� 7/ A • ••���PROJECT AREA BOUNDARY FASTING GRASS AREA A ORM y b g liN 1.PROJECT AAEA•28,185 SQUARE FEETMTOII 1. E71 � �6 V d 2.TOTAL K AREA. 3.EXISTING SWMMNG POOL 548.856 )200 SWARE FEET , ^F� ^ I O F K.EXISTING BATH HOUSE-2.A50 SQUARE FEET EXISTING GRASS AREA ,� SOIXW `'1E,� ,1 Z 5.EXISTING WADING POW5)6 SQUARE FEET ,:;/. .ti � � �� V U 6.EXISTING CONCRETE POOL DECK-1),959 SWARE FEET Rg ).EXISTING IMPERVIOUS SURFACE•2 SWARE FEET a•' ` s '1111 • + S 8.PROPOSED SKATE PARK-&1)S SQUARE FEET - �+ A V,.gCo,%.. R� f - '-vF{(•yA,( p 9 PROPOSED CONCRETE WAUcwAYS=1,905 SQUARE FEET t..11. O Oj _��+ — Y P VS•,• YJ..'�C�`,i�10 PROPOSED IMPERVIOUS SURFACE•10.060 SQUARE FEET A ' ' Oj O , �, 3�,� ' ?11,PERENTAGE OF LOT COVERAGE-36X __® l T12 AREA OF PROPOSED UNDSCAPING•18.102 SWARE FEET -....— I 1' 1 Q 13.ALLO1VABLE BUILDING HEIGHT•50 FEET ,41 CIA •L�')h*j,,,' �'O �., •rA+, r�� ©�6�/ ' `N -- $ }. 1A,PROPOSED BUILDING NEIGHT-NOT APPLICABLE �1 �y;, 1014,/ / _ I'• � _ • N * c(HIGHEST PONT•6'ABOVE GRADE) I, I:.°'S+••. / ' I I .� W= z • 15 CA ZONE REWIRES A MINIMUM SETBACK OF 10 FEET LIBERTY PARK I !y Aft- ��' �' � 6 FROM ARTERIAL STREET MONTAGE _1.` \ =�,.- 1 _C 1 16.PROPOSED SETBACK APPROX.100 FEET FROM HOUSER WAY N. I%A _`}!y . ,:SS S 5 17,THERE ARE NO ON WETLANDS OR STEEP SLOPES © 0 -1/ 18.CHANGE CF USE IS NOT EXPECTED TO GENERATE ® " 0.p0DL"_: ^a•r'3+ • J ADDITIONAL NEED FOR PARKING THAT IS NOT T •; ® VICINITY MAP �';6.,`�,i'-i:Ir:W CURRENTLY PROVIDED 1= _ O-`I.,._.. O:--..,'t NOT TO SCALE W_ 19.PROJECT AREA IS APPROX.100 FEET FROM WE CEDAR RIVER t_ THEREFORE A SHORELINE SUBSTANTIAL DEVELOPMENT I • F• ®��y'•, PERMIT WALL BE REQUIRED �`_ A•.'„,-3(�• r) -,r�_';Y' MODIFICATIONS TO EXISTING SITE Oj EXISTING SWIMMING POOL TO BE FILLED IA 'I EASIING' Cr \.--,0000000/411111\--) r OEXISTING WADING POOL TO BE DEMOLISHED AND FILLED I fP1® ,t`P.,. HOUSE_ ' CI EXISTING BATH HOUSE TO BE DEMOLISHED I V \55 DA EXISTING CONCRETE POOL DECK TO BE DEMOLISHED 1 USNNr, 5O 70,8(111 �� r w 9w6 1 MEI .� `�O EXISTING STARS TO FILTER ROOM TO BE DEMOLSHED AND ., P^� 'ems�� / © -,�� A FILLED FILTER R004 TO BE FILLED �o\ �r 'OO 4 O /; - Ii I(f>� Z�fi DE'POOL OCCK) `S�` 1 y 3Oe # t. .111 CONSTRUCTION NOTES L E.-B900 / O/ )11, / OPROPOSED NONCREIE SKATE PARK UYOUT µ Ue( '1 (uA;OIUE SIGNSI]t'N/5.BA•E/\hF0 m yJP gOTOGRA555 ARE S(TO eE M CONCRDR ETE ED4(ATE PARK b _4 _ J P EXISTIHUSE PPRqoQ Wx'`�0 PROPOSED GRA52 AREAS(TO BE HYDROSEEOED) — b �') ' ur.IP H ,, • AREA Q ,:•4 TARY 1O PROPOSED CONCRETE wALKwAYS TO PARKING LOT(9'vnDE) tiµ_µ „ 0 0 / ��. d 6 PROPOSED DRAIN UNE TO EXISTING CATCH BASH `�µ D /o . CEDAR RIVE: I7 za d 10 CEDAR k1FK / µ aPPRRRO%.:CO'FROM 0; f TOW 1 W W • CC LOCATION MAP u. ix w SCALE:1'_200• 0 LL In I . �j SITE PLAN r ~ SCALE:1-•20' V W r. i • SHEET: 1 ' On 2 TWO INCHES AT FRILL SCALE JOB NO.:00451 • IF NOT.SCALE ACCOSOIGLY DWG SITE • a if, E/ISTING GRASS AREA EXISTING PARKING LOT J 6199 58 -6100.00 v EXISTING GRASS AREA i a^ =1 4i IIIy! 10Q l _-,00v-. d�}c-P 1aGsae O 4 LI BERTY PARK � : ' I W I `` I O1°.B'1 SWIMPOOL � _i ...................................................................................... .......... ... ....... ...... ...... ......... . 1 1o114a lii , I s - , II -ii a Olt' i , , 4',I.,,,,, y X0- 9 i100 16 \\ �\ Q� ........................................... ............................................... .. ..... ......... .. .... .......................................................... ......................................... I \ re oi,o ;,,,..' ji I ,,,' ils---- . .4 R5,ING, •NG •I., A OH I /\ii 0. 6 107- / J c - J N FI r ER ROOM • -100 � ' . Ex15Tl � ���� Ir %< —106 : e urvocP••oL DEa 1 0 f 7 a sr � lIt�11'O 1 _. RIM=9100 lox„— 9,.Pd0.••.. II.E.=89 00 .... . r `-' 1 . . tOt 09 OC6T B ............... .s,LE:.::.. e p NC � f'e C - 1 1 0 1 R 1 K E r EXISTING v E S C Sxi aoA PUMP E� S r �r� \ U HOUSE �Fi ' ............................................................ ............................................... i[ W u 4OQ• eT`�A 88 m 11Itilknum4 . — W 3 10.00 00 a pr m i0 CEDAR RIVER V . o$Z emd'm'm 8m APPRO I00'FRO m m PRO.ECT AREA M ,es �o PE 2 o i0,OP OF BANK •- x uq !gmw !�m Y .. . S D SJW u 8W Z 6 M C• tlDIE. Ar u m O; ~VERTICAL DATUM IS LOCAL I Z Z Y Q GRADING AND DRAINAGE PLAN STORM PROFILE ¢ w c SCALE:1'-20' SCALE:µ.i:2°• IL Q G 0 < z a. 6 F-i F 0 LEGEND GRADING PLAN DRAINAGE PLAN p§ cc 3 w .----.PROJECT AREA BOUNDARY _ m THE AMOUNT W STRUCTURAL FILL NEEDED THE PROPOSED STORM DRAINAGE PIPING THE PROPOSED CONCRETE WALKWAYS WILL —---DRAINAGE FLOW PATTERN TO FILL THE BELOW GRADE AREAS IS WILL UTUTE THE EXISTING 8-POOL DRAIN BE SLOPED TO THE NORTH. E WALKWAYS x APPROAYA1ElT 2,3K0 CY. OUTLET.THE STORMWATER FROM THE SKATE RUNOFF GENERATED FROM THE WALKWAYS B 100.00 PROPOSED SPOT ELEVATION PARK WILL BE COLLECTED IN FLOOR DRAINS W,LL BE ABSORBED IN 1NE EXISTING AND B 100.00 EXISTING SPOT ELEVATION DIE SOURCE OF THE STRUCTURAL FILL AT THE TWO LOW POINTS ON THE SITE.THE PROPSED GRASSED AREAS. MATERIAL IS THE CITY OWNED HIGHLANDS MONTH DRAIN WILL CONNECT TO APPROX -100--PROPOSED CONTOUR ANNEX SITE 66 LF OF If PVC DISCHARGING TO TIE OUANTTES OF STORMWATLR GENERATED SHEET: 2 SOUTH DRAIN.THE SOU.DRAIN WILL FROM THE PROPOSED SKATE PARK ARE --100---EXISTING CONTOUR THE AMOUNT OF FILL NEEDED FOR THE CONNECT TO APPROX.67 IF OF 8-PVC EXPECTED TO BE LESS DIAN GENERATED BY BERMS TO TIE INTO THE EASING CONTOURS DISCHARGING TO DIE EXISTING POOL DRAIN. THE CURRENT USE CC THE SITE NO 10�K. OF: 2 D—PROPOSED STORM DRAIN IS APPROXIMATELY 287 CY. THE FASTING POOL DRAIN DISCHARGES TO MAJOR CHANCES ARE ANTICiPATFD IN THEil THE CEDAR RIVER MA B-CONCRETE TILE FASTING CITY STORMWAIER SYSTEM AS A INC INCHES AT FULL SCALE. JOB NO:00461 RESULT OF IOUs PROJECT. PIPE. F NOT,SCALE ACCORDINGLY DIM GRADE ` • • W • , • • • I. • • • .101.00. .102.00 I I • -I!- • . ! CIO ,�Art a® SECTION A•e SECTION N-0 i,• t6 II I JJ ,D,.0. i., ` 111.00 xlOz.00 z102.00 LIBERTY PARK J-,� I� 0 _"f�__1 0 0 t o0 —r 11041,� SECTION C•e y ¢Si SECTION D-0 `� 4�� — WOWS-CUM •J 1, r lefil �P x,OvE.00 I �I.. 101 0 xt0 i, .. Il .- I�I ;Iy+—.y��� v z.00 1I1 *101.00 r� A ` 139.4. O. •�fL ' _r ��-n L= 111�J V_LL v v 1: I !I„,. I;1�1' v t!y L—S::_4tr,� _I-II — 1.-�.��_r rlL`,r u._ llr __ 1_ 11.7=�1:rr'-L 1 Stw 5 OBI O �JJ SECTION E-• A. �5 F' SECTION F-I SECTION G- 0 ;y Awls A 1 . I 'i3i s ALE:,•.zi• loll ,I '.. ,ri 0 / I .._, 1_ =,o,.00If- x,o t.00 f17; ,,. • ri • -aii= l.L—L I-: ( r iir-1i=fi- i1i_ii - II-iI� ;.,• r i --.. � � ..1L _- `C r ,+,w n.., SECTION H-h SECTION I-I I}�' f 1 :1. ^ SCALE:1/8'=1'0' EXISTING GROUND ELEVATION..101.00 i!•�' . SKATEPARK PLATFORM ELEVATION.x,0z.n0 I•CD ''' REFER to SECTIONS for THESE ELEVATIONS. r•). f' 0 ZZ r;.? fin - 12. 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I P-1 Public Use . •.. 6 . . . . ,,, • .. . • 4/ CITA ;,)F RENTON sal Planning/Building/Public Works Department Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator• August 2, 2000 • 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 August 1, 2000: DETERMINATION OF NON-SIGNIFICANCE LIBERTY PARK SKATE PARK • LUA-00-090,SA-A,ECF,SM, . The City of Renton is requesting Environmental (SEPA) Review, Administrative Site Plan Approval, and a Shoreline Substantial Development Permit for the construction of a concrete skate park in the southeast portion of Liberty Park. The facility would be constructed in the vicinity of the former Henry Moses Pool and Bathhouse. The new skate park would be approximately 10,083 square feet in area, including connecting concrete pathways. All surrounding non-concrete areas would be restored to grass lawn or landscaped areas. Location: 1400 Houser Way NE. 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 August 21, 2000. 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 4-8-110.E.. 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, • n/7>D-2.-) 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 : • Duwamish Tribal Office Rod Malcom, Fisheries, Muckleshoot Indian Tribe(Ordinance) • US Army Corp. of Engineers : • nranyl al 1055 South Grady Way-Renton,Washington 98055 [Z\TFi........................enot............i....,... .I •not n...-......... ...... • • CITY OF RENTON • DETERMINATION OF NON-SIGNIFICANCE ADVISORY NOTES APPLICATION NUMBER: LUA-00-090,SA-A,ECF,SM APPLICANT: • City of Renton; Community Services PROJECT NAME: Liberty Park Skate Park DESCRIPTION OF PROPOSAL: The City of Renton is requesting Environmental (SEPA) Review, Administrative Site Plan Approval, and a Shoreline Substantial Development Permit for the construction of a concrete skate park in the southeast portion of Liberty Park. The facility would be constructed in the • vicinity of the former Henry Moses Pool and Bathhouse. The new skate park would be approximately 10,083 square feet in area, including connecting concrete pathways. All surrounding non-concrete areas would be restored to grass lawn or landscaped areas. LOCATION OF PROPOSAL: 1400 Houser Way NE • LEAD AGENCY: - City of Renton 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. Building 1. The Geotechnical Engineer should provide monitoring of backfill and compaction procedures. Plan Review—Transportation 1. Traffic generation is expected to be similar to the prior pool use; therefore, no traffic mitigation fees are required. Plan Review—Water 1. Detention and water quality treatment provisions will not be required for this project. 2. Connection to the existing drainage system will be allowed. • advisorynotes CITY OF RENTON MEMORANDUM Date: August 2, 2000 To: Lesley Wiscomb, Capital Project Coordinator/Community Services From: Lesley Nishihira/Development Planning b Subject: Liberty Park Skate Park Project No. LUA-00-090,SA-A,ECF,SM 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 August 1, 2000, decided that your project will be issued a Determination of Non- Significance (DNS). 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 43.21 C.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 August 21, 2000. 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 4-8-110.E. Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office, (425)430- 6510. ACCEPTANCE a Ja CITY OF RENTON DETERMINATION OF NON-SIGNIFICANCE ADVISORY NOTES APPLICATION NUMBER: LUA-00-090,SA-A,ECF,SM APPLICANT: City of Renton; Community Services PROJECT NAME: Liberty Park Skate Park DESCRIPTION OF PROPOSAL: The City of Renton is requesting Environmental (SEPA) Review, Administrative Site Plan Approval, and a Shoreline Substantial Development Permit for the construction of a concrete skate park in the southeast portion of Liberty Park. The facility would be constructed in the vicinity of the former Henry Moses Pool and Bathhouse. The new skate park would be approximately 10,083 square feet in area, including connecting concrete pathways. All surrounding non-concrete areas would be restored to grass lawn or landscaped areas. LOCATION OF PROPOSAL: 1400 Houser Way NE LEAD AGENCY: City of Renton 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. Building 1. The Geotechnical Engineer should provide monitoring of backfill and compaction procedures. Plan Review—Transportation 1. Traffic generation is expected to be similar to the prior pool use; therefore, no traffic mitigation fees are required. Plan Review—Water 1. Detention and water quality treatment provisions will not be required for this project. 2. Connection to the existing drainage system will be allowed. advisorynotes CITY OF RENTON DETERMINATION OF NON-SIGNIFICANCE APPLICATION NUMBER: LUA-00-090,SA-A,ECF,SM APPLICANT: City of Renton; Community Services PROJECT NAME: Liberty Park Skate Park DESCRIPTION OF PROPOSAL: The City of Renton is requesting Environmental (SEPA) Review, Administrative Site Plan Approval, and a Shoreline Substantial Development Permit for the construction of a concrete skate park in the southeast portion of Liberty Park. The facility would be constructed in the vicinity of the former Henry Moses Pool and Bathhouse. The new skate park would be approximately 10,083 square feet in area, including connecting concrete pathways. All surrounding non-concrete areas would be restored to grass lawn or landscaped areas. LOCATION OF PROPOSAL: 1400 Houser Way NE 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 fourteen (14) 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 August 21, 2000. 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 4-8-110.E. Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office, (425)430-6510. PUBLICATION DATE: August 7, 2000 DATE OF DECISION: August 1, 2000 SIGNATURES: 44191 t14,evti / 0 0 Gregg Zimrpofi ma ,Administrator DATE Department Planning/Building/Public Works im Shep/ herd, d & Qor DAT ` / ommunity Services Department • Lee W e ler, ire hief DATE Renton Fire Department dnssignature CITY OF RENTON DETERMINATION OF NON-SIGNIFICANCE ADVISORY NOTES APPLICATION NUMBER: LUA-00-090,SA-A,ECF,SM APPLICANT: City of Renton; Community Services PROJECT NAME: Liberty Park Skate Park DESCRIPTION OF PROPOSAL: The City of Renton is requesting Environmental (SEPA) Review, Administrative Site Plan Approval, and a Shoreline Substantial Development Permit for the construction of a concrete skate park in the southeast portion of Liberty Park. The facility would be constructed in the vicinity of the former Henry Moses Pool and Bathhouse. The new skate park would be approximately 10,083 square feet in area, including connecting concrete pathways. All surrounding non-concrete areas would be restored to grass lawn or landscaped areas. LOCATION OF PROPOSAL: 1400 Houser Way NE LEAD AGENCY: City of Renton 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. Building 1. The Geotechnical Engineer should provide monitoring of backfill and compaction procedures. Plan Review—Transportation 1. Traffic generation is expected to be similar to the prior pool use; therefore, no traffic mitigation fees are required. Plan Review—Water 1. Detention and water quality treatment provisions will not be required for this project. 2. Connection to the existing drainage system will be allowed. advisorynotes ) Nam • . • • ENVIRONMENTAL DETERMINATION POSTED TO NOTIFY INTERESTED PERSONS OF AN ENVIRONMENTAL ACTION PROJECT NAME:- LIBERTY PARK SKATE PARK PROJECT NUMBER: LUA-cc-090,SA-A,ECF,SM . The City of Renton is requesting Environmental(SEPA)Review,Administrative Site Plan Approval,and a Shoreline Substantial Development Permil for the construction of a concrete skate park in the southeast portion of Liberty Park. The facility would be constructed in the vicinity of the former Henry Moses Pool and Bathhouse. The new skate park would be approximately 10,083 square feet in area,Including connecting concrete pathways. All surrounding non-concrete areas would be restored to grass lawn or landscaped areas.Location:1400 Houser Way NE. 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]andlor the land use decision must be filed In writing on or before 5:00 PM August 21,2000. If no appeals aro filed by this date,both actions will become final.Appeals must bo filed In writing together with the required 575.00 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 4-8-110.E. Additional Information regarding the appeal process maybe obtained from the Renton City Clerk's Office,(425)430.6510. PROPOSED SKATEPARK AT LIBERTY PARK • • — )IMM11 -1 1 \ • • -,.iv 1 " 6 ' 'ill . 9110 atv y T ii olka— +N . �N ,u L.:k .1II1®' 1# =€= g , , 0 1,000 2.000 'S I 11 1:12.000000 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. • CERTIFICATION /)iid'vee J�I, ,y t;t_J , herebycertify that 3 copies of the above document were posted by me in conspicuous places on or nearby the described property on . 48..4.,,cs I- • Z,, 7,0o 0 • Signed:��-r-� % ATTEST: Subcribed om before me,a Nortary Public,in and for the State of Washington residing u ,c1-r q-,,. ,on the /L ,, day of(�Q^r , Z®®-0 MARILYN KA,6 CHFFF NOTARY PUBLIC • STATE OF WASHINGTON ,' .3 COMMISSION EXPIRES > MARILYN KAMCHEFF JUNE 29, 2003 I'MY APPOINTMENT EXPIRES:6- 3 — r v • 1 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 a daily newspaper published seven (7)times a week. Said newspaper is a legal newspaper of general publication and is now and has been for more than six NOTICE OF ENVIRONMENTAL months prior to the date of publication, referred to, printed and published in the - DETERMINATION . MENTAL REVIEW English language continually as a daily newspaper in Kent, King County, ENVIROR NTON,WASHI GTONMITTEE Washington. The South County Journal has been approved as a legal The'Environmental Review Committee newspaper by order of the Superior Court of the State of Washington for King has issued ,a Determination of Non- Significance-Mitigated for the following pro- County. ject under the authority, of the Renton The notice in the exact form attached,was published in the South Municipal code. County Journal and not in supplemental form)which was regularly distributed to LIBERTY PARK SKATE PARK the subscribers during the below stated period. The annexed notice, a =nvironmental review for construction of a concrete skate back. Project requires shoreline substantial development permit. Liberty Park Skate Park Location: 1400 Houser Way NE. Appeals of either the environmental as published on: 8/7/00 determination [RCW 43.21.0075(3), WAC 197-11-680] and/or the land use decision The full amount of the fee charged for said foregoing publication is the sum of must be filed in 2000. on or appealse 5 re r'g g g PM August 21, If no are $43.12, charged to Acct. No. 8051067. filed by this date, both actions will become • final. Appeals must be filed in writing together with the required$75.00 applica- tionLegal Num r 804 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 4-8-110.E. Additional infor- mation regarding the appeal process may egal C erk, South County Journal I be obtained from the Renton City Clerk's ' Office,(425)430-6510. �,/� '• Published in the South County Journal Subscribed and sworn before me on this X" -` day of August 7,2000.8045 olliimiiiio @* gS10Ai ;* ///ij--6/2-Irty0 Ol^ti NOTAgy s Notary Public of the State of Washington _� v residing in Renton s King County. Washington P i4.O UgL1G ejs. ,. (-- -( ) REPORT City of Renton & Department of Planning/Building/Public Works DECISION ENVIRONMENTAL REVIEW& ADMINISTRATIVE LAND USE ACTION DECISION DATE: August 1, 2000 Project Name: Liberty Park Skate Park Applicant: City of Renton; Community Services Owner: City of Renton File Number: LUA-00-090, ECF, SA-A, SM Project Manager:: Lesley Nishihira Project Description: The City of Renton is requesting Environmental (SEPA) Review, Administrative Site Plan Approval, and a Shoreline Substantial Development Permit for the construction of a concrete skate park in the southeast portion of Liberty Park. The facility would be constructed in the vicinity of the former Henry Moses Pool and Bathhouse. The new skate park would be approximately 10,083 square feet in area, including connecting concrete pathways. All surrounding non-concrete areas would be restored to grass lawn or landscaped areas. Project Location: 1400 Houser Way NE Exist. Bldg. Area SF: N/A Proposed New Bldg. Area SF: N/A Site Area: 28,185 square feet Total Building Area SF: N/A _E r- -- _ =r.= — r.N > ET. • ill . -p, a1 -- i- rrrF 1111111 1 =G am_ •. =m =utr� am. ■illyi: 'IP 4 :41: eiz oi Eim =-, - =m .....w 1 r.,_ i=. •::::__ Ffl9 ri ir 11, ihh„ .4.. .4 m.= r.-- v ..< =,::: NEE i .., 1 _ 11. ee E3 r mi. —'-- 4, := ill • N4 -.iv # E_ 7..._-_ �� 1' ,� PROJECT SITE it Hull .. . r MI '1!/ .` , ■oIC °e --4 Ili III= Si6.. - 11111 11‘\ .v.P; _ NM _ g d �/C C A. = r. __ ill ( i1I ,_� —LI Project Location Map siteerc r N City of Renton P/B/PW Depart . Administrative Site Plan Approval . „,rironmental Review Committee Staff Report LIBERTY PARK SKATE PARK LUA-00-090,ECF,SA-A,SM REPORT AND DECISION OF AUGUST 1,2000 Page 2 of 6 PART ONE: PROJECT DESCRIPTION/BACKGROUND The proposal is to construct a cast-in-place reinforced concrete skate park in the southeast portion of Liberty Park. The facility would be constructed in the vicinity of the former Henry Moses Pool and Bathhouse, which were approved for demolition under land use file no. LUA-99-188, ECF, SM. Both public review and comment processes were conducted by the Community Services Department for. the design and location of this facility. The new skate park would be approximately 10,083 square feet in area, including connecting concrete pathways. The skate park would be sited to take advantage of the excavated pool areas for the placement of skate park bowls and other below-grade features. The tallest height of an obstacle within the park would be 6 feet above existing grade. All surrounding non-concrete areas would be restored to lawn or landscaped areas. The site is located approximately 100 feet north of the Cedar River and is subject to the City's Shoreline Master Program. Therefore, in addition to Environmental (SEPA) Review and Administrative Site Plan Approval, a Shoreline Substantial Development Permit for the project is required. The construction of the project is proposed to begin in September, 2000 and is anticipated to be complete by January, 2001. PART TWO: ENVIRONMENTAL REVIEW In compliance with RCW 43.21 C.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 presently developed with 12.6 acre public park, including sports fields, tennis courts, play areas, picnic areas, open lawn areas, as well as support facilities including restrooms, paved parking lots and pathways. The site contains slopes ranging from 2% to 3% grades and is comprised of generally loose, silty sands. For approximately 25 feet north of the river's ordinary high water line, the bank is very steep and vegetated. The following 15 feet to the north contain steep retaining.walls. The remaining 60 feet to the project site are generally flat to gently sloping. During skate park construction, existing soils would need to be excavated and replaced as necessary to uniform depths with imported structural fill, estimated at approximately 2,700 cubic yards. These areas would then be top soiled and seeded. Areas adjacent to the perimeter concrete staging or waiting areas, would be bermed and gently graded to eventually achieve the surrounding existing gradients. All surrounding non-concrete areas would be restored to lawn or landscaped areas. As required, best management practices would be employed during and after the construction of the project in order to reduce potential erosion impacts. No adverse environmental impacts are anticipated from the proposed earthwork associated with the project. Mitigation Measures: No further mitigation is recommended. Policy Nexus: N/A siteerc City of Renton P/B/PW Department Administrative Site Plan Approval&Environ _,,tal Review Committee Staff Report LIBERTY PARK SKATE PARK LUA-00-090,ECF, SA-A,SM REPORT AND DECISION OF AUGUST 1,2000 Page 3 of 6 (2) Water/Shoreline Impacts: The proposal would involve construction work within 100 feet of the north bank of the Cedar River. The Cedar River is regulated by the City's Shoreline Master Program, which requires a Shoreline Substantial Development Permit for any non-exempt work within 200 feet of the ordinary high water mark of the river. The Cedar River is also a known spawning area for Puget Sound Chinook Salmon, which are currently listed as a threatened species under the Endangered Species Act. At this portion of the river, the shoreline consists of sandy gravel soil, natural rock, rock riprap, and rock gabions. No impacts to the existing storm water systems are anticipated from the project. Proposed storm drainage would utilize the existing 8-inch pool drain outlet and would be collected in the floor drains at the two low points on the site. The north drain would be connected to approximately 66 linear feet of 8-inch PVC pipe, which discharges to the south drain. The south drain would connect to approximately 67 linear feet of 8-inch PVC that discharges to the existing pool drain. Proposed concrete walkways would be sloped to the north. Runoff generated from these walkways would be absorbed in the existing and proposed grass lawn areas. According to the drainage narrative submitted with the project application, the quantity of storm water generated from the proposed skate park is expected to be less than the amount generated by the former use of the site. No major changes to the existing city storm water system are anticipated as a result of the project. Best management practices would be implemented during project construction, including the installation of silt fencing along the south side of the site, parallel to the Cedar River, as well as the protection of all existing catch basins and manholes. No adverse environmental impacts to the adjacent shoreline are anticipated from the project provided all code-required measures are complied with. Mitigation Measures: No further mitigation is 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 XX NON-SIGNIFICANCE NON-SIGNIFICANCE-MITIGATED. Issue DNS with 14 day Appeal Period. Issue DNS-M with 14 day Appeal Period. XX Issue DNS-M with 15 day Comment Period with a Concurrent 14 day Appeal Period. C. Mitigation Measures The analysis of the proposal does not reveal any impacts requiring mitigation above and beyond existing code provisions. 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. Building 1. The Geotechnical Engineer should provide monitoring of backfill and compaction procedures. Plan Review—Transportation 1. Traffic generation is expected to be similar to the prior pool use;therefore, no traffic mitigation fees are required. Plan Review—Water 1. Detention and water quality treatment provisions will not be required for this project. 2. Connection to the existing drainage system will be allowed. siteerc City of Renton P/B/PW Depart . ' Administrative Site Plan Approval_ vironmental Review Committee Staff Report LIBERTY PARK SKATE PARK LUA-00-090,ECF,SA-A,SM REPORT AND DECISION OF AUGUST 1,2000 Page 4 of 6 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 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: Site Plan (Received July 7, 2000). Exhibit No. 3: Grading and Drainage Plan (Received July 7, 2000). Exhibit No. 4: Section Profiles (Received July 7, 2000). Exhibit No. 5: Page F4W; City of Renton Zoning Map (Received July 7, 2000). C. Consistency with Site Plan Criteria In reviewing the proposal with respect to the Site Plan Approval Criteria set forth in Section 4-9- 200.E.1 of the Site Plan Ordinance, the following issues have been identified by City Departmental Reviewers and Divisional Reviewers: 1. Conformance with the comprehensive plan, its elements and policies; The subject site is designated Employment Area — Commercial (EAC) on the City's Comprehensive Land Use Map. 2. Conformance with existing land use regulations; The subject site is designated Commercial Arterial (CA) with a "P" suffix on the City's Zoning Map. Regional parks, and therefore the proposed modification to the existing regional park, would be considered a primary permitted use in the CA zone. The majority of the CA development standards (i.e., setbacks, building height and lot coverage) apply to the construction of new buildings, which the proposal does not include. The project does provide connecting pathways from the existing sidewalks to the skate park, as required per code. Typically, the "P" suffix designation requires a public meeting be held for any proposed change in use. However, the proposed skate park is considered to be a recreational use and does not differ from the previous use of the site. The City of Renton Community Services Department did, however, conduct public meetings to discuss the design and location of the proposed skate park. 3. Mitigation of impacts to surrounding properties and uses; The proposed skate park is compatible with the existing park surrounding the site and is not anticipated to create adverse impacts to surrounding properties and uses. There are short- term impacts, such as noise, which would result from the initial construction of the project. These impacts would be mitigated by the applicant's construction mitigation plan, which indicates the limitation of work hours to 7:00 am through 5:00 pm, Monday through Friday. 4. Mitigation of impacts of the proposed site plan to the site; The project includes the installation of landscaping in all non-concrete areas within the skate park. In addition, any disturbed landscaping would be restored. The project would take place within approximately 100 feet of the ordinary high water mark of the north side of the siteerc City of Renton P/B/PW Department Administrative Site Plan Approval&Enviror.:.._. tal Review Committee Staff Report LIBERTY PARK SKATE PARK LUA-00-090,ECF,SA-A,SM REPORT AND DECISION OF AUGUST 1,2000 Page 5 of 6 Cedar River. In order to control potential erosion and sedimentation impacts to the river, a silt fence would be installed at the south end of the site running parallel to the river. Best management practices would also be employed to protect nearby catch basins. 5. Conservation of area-wide property values; The proposal is anticipated to conserve area wide property values. : 6. Safety and efficiency of vehicle and pedestrian circulation; The proposal would not differ from the previous use of the site, nor create areas requiring the need for additional parking. No alterations are proposed to existing parking areas. 7. Provision of adequate light and air; The proposal does not include the construction of new structures and is, therefore, not subject to this criterion. 8. 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 temporary construction on the site, would be mitigated by the applicant's construction mitigation plan. Long-term noise associated with the use of the park (skateboards and in-line skates) would be minimal considering the adjacent 1-405 freeway. 9. Availability of public services and facilities to accommodate the proposed use;and Utilities and roads adequately serve the subject site. New storm drains are proposed as part of the proposal and are permitted to connect to the existing drainage.system. In addition, electrical conduits and junction boxes are proposed so lighting may be added in future phases. Potable water for a drinking fountain and irrigation water for landscaped areas would be also installed via connection to existing city water lines. 10. Prevention of neighborhood deterioration and blight. No deterioration or blight is expected to occur as a result of the proposal. XX 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 Liberty Park Skate Park project, File No. LUA-00-090, ECF, SA-A, SM. 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 and other project drawings are entered as Exhibits No. 2 through 5. 4. Comprehensive Plan: The subject proposal is consistent with the Comprehensive Plan designation of Employment Area—Commercial (EAC). 5. Zoning: The site plan application, as presented, complies with the zoning requirements and development standards of the Commercial Arterial (CA) Zoning designation. siteerc City of Renton P/B/PW Departs-_ ; Administrative Site Plan Approval _ „vironmental Review Committee Staff Report LIBERTY PARK SKATE PARK LUA-00-090,ECF,SA A,SM REPORT AND DECISION OF AUGUST 1,2000 Page 6 of 6 6. Existing Land Use: Land uses surrounding the subject site include: North: Liberty Park ball fields and tennis courts, CA Zone; East: Interstate 1-405 & Community Center, RC Zone; South: Renton Library & Office Development, CD Zone; and West: Commercially developed property, CD Zone. 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 - Commercial (EAC); and the Zoning designation of Commercial Arterial (CA). F. Decision The Site Plan for the Liberty Park Skate Park, File No. LUA-00-090, ECF, SA-A, SM, is approved. EFFECTIVE DATE OF DECISION ON LAND USE ACTION: August 1, 2000 SIGNATURES: Jana Hanson,Zoning Administrator date TRANSMITTED this 7th day of August, 2000 to the applicant and owner: City of Renton;Community Services Lesley Wiscomb, Capital Project Coordinator 1055 South Grady Way Renton,WA 98055 TRANSMITTED this 7th day of August, 2000 to the following: Larry Meckling,Building Official C.Duffy,Fire Prevention Neil Watts,Public Works Division Lawrence J.Warren,City Attorney South County Journal 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 August 21,2000. 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 4-8-110.E. Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office, (425)430-6510. siteerc • • • MBA lir �I •S IR sr .4 `�7 per '1 A: Rom,;, �► hr,f7 a �_ N SITE NOTES tC's j+ ��}y PROJECT AREA BOUNDARY CNh NNG PARr.N.�L41 T Tl I it "'A [.Qmp)6PAss AREA O.• ��`sL'1 /I( •a �rzl a ii PROJSQUA 2 TOTAL PARK AREA-5A6,656 SQUARE FEET I ■ ! �;� V[ F 0.EXISTING SWWMNG POOL-7,200 SQUARE FEET • �'• A.EXISTING GAIN NOIISE-2.A50 SQUARE FEET CHSTING GPa SS AREA ,� i E`V1i'.I r' �/ a 5.EXISTING WADING POOL-5)6 SQUARE FEET —v GG CC -- 6.EXISTING CONCRETE POOL DECK-17,959 SQUARE FEET m.m��m-m��am t•` �, �6� �' I�, L+ ).EXISTING NNCRETE SURFACE-26,165 SQUME FEET /t ...JJJ 11+'I ►LFLgo 6.PROPOSED SKATE PARK-8,175 SQUARE FEET ,-44 �V[+—� O kkr, .t FP.)/' I F. fl _ r T :RF� i) 9 PROPOSED CONCRETE wALKwAYS-1,905 SW ARE FEET � _ F. � , 10.PROPOSED NPERNDIIS SURFACE-10.080 SQUME FEETJ" ry Oj O +,.t �• � ' II.PERCENTAGE CC LOT COVERAGE-36i T �f wr 7 12.AREA OF PROPOSED LANDSCAPNG-18.102 SQUARE FEET I� 1'14�:1s�' "1 13 ALLOWABLE BULONG RENT-50 FEET O Y 14+n';si0 ''O �\ •`' J !FA - .wag F T, o Y IA.PROPOSED BUILDING HEIGHT-NOT APPLICABLE �� 1;�„"7t+:-'{�+'•'TIzt,', / +Y'.. A I '2.cR \ AR+ IY• (HIGHEST POINT-6'ABOVE GRADE) ." • , Ew w i g ! iEIr,``.s" I= r.= of` . 1ENt S 15.CA 20NE MORES A TANN.SETBACK OF 10 FEET LIBERTY PARK J' L"'I q}_ �W��,�i+'"•.' +5' ^• �+ r Q FROu ARTERIAL STREET FRONTAGE �C:;Ile y:li lj T :i��t. I, _G• G I T''+'. g 55 °j�` 16.PROPOSED SETBACK APPROX.1W FEET FROM MOUSER WAY N. IllIl" •1=�M"":;yf,:•1 1Aw, ' J -J,y • o •• 8 b IT.THERE ARE NO ON-SHE WETLANDS OR STEEP SLOPES O .T i• '+I'v=.6 , ''I-'_t -�O p IS.CHANGE OF USE IS NOT EXPECTED TO GENERATE "P071:=m+-'-1_ !'..^':i„^}'•',: 6� fiF / . �;_::.�;Eg---. __--.,. VICINITY MAP ADDITIONAL NEED FOR PARKNG THAT IS NOT 1 _ , ::11,-. CURRENTLY PROMDCD /1 y 1�__ - O.=+=.'J_ __ 19.PROJECT AREA IS APPROK 100 FEET FROM THE CEDAR RIVER / O=- �_ " { NOT TO SCALE.. THEREFORE A SHORELINE SUBSTANTIAL DEVELOPMENT I 1 I L1 _ 'PERMIT WILL BE REQLRREO ;:,:T-"� - �r' - • MODIFICATIONS TO EXISTING SITE I .1� ""'" �L� vIF,...,'" L vOj EXISTING SANDANO POOL TO BE FILLED \ I`\ ,1(®ri a,)�TM a ',r5_5.. `1 2 EXISTING WADING POOL TO BE DEYOUSNED AND FILLED 11 _ "':IIt�▪MOUSER Oj EXISTING BATH HOUSE TO BE DEYOL15HE0 r ;� \ ®=r_; - ;b▪ 4 �` { EXISTING CONCRETE POOL DECK TO BE DEMOLISHED I .I.R:R 5 VO �� \ ,u.Oi _. J OEXISTING STAIRS TO FILTER ROOM TO BE DEMOLISHED AND I Pr\S L- - FILLED.FILTER ROOM 10 BE FILLED •I .r A ,1 \ I �.., 71 OEXISTING CHAIN LINK FENCE TO BE REMOVED `� 1 O ,`� 31•Nrn fII,TLP NE,Du \`\\ I O 3�/r. • fOAl � • — O Ir^ ' F.•eeoo (�'4�J' • O/ • • 4e ¢ f w`3: j I I `N (I�1y/ 02 1 I •:ram'".:*/•' 6ig OPROPOSED CONCRETE SKATE PARK LAYOUT 1 rQ U S fi- N (SEAL OIYENSION$l01'NIS BK'EA.() I I 1 �+ / / LI m. \N •l•fiZ•• B OTO�CR S AREAS(O REON CONCRETE YDROSEC000)LATE PARK �� �JJ Pu.s�KrnisE \� Oi*( a 9S5 t; I�-•11 AREA 1 'k/ Oj PROPOSED GRASS AREAS(TO BE HYDPOSEEDED) _ `\ / J ,�:W 4 RY .� I • O PROPOSED CONCRETE WALKWAYS TO PARKING LOT(9'WOE) _w1- -'T _= fO \\ / �\� . aj y PROPOSED DRAM LINE TO EXISTING CATCH BASIN l II-t]�__, _ —O ` I _ice_.-:_ ` A _ If F «*�L II CEDAR RIVE: jit//a OIL EL WAPPPOA MO'FROM ' WW a • I • a a CC 0/LOCATION'MAP IL I • $c r-2oo' 0 <SCALE: Y� s rn •J' SITE PLAN 1-1 F 4 7 • SHEET: 1 ' DF: 2 TOO INCHES AT RAL SCALE .TDB 1ST ODIEI i NOT,SCALE AC�01OLY DINER SITE n 1 , • • •,i • 1957(,G GRAS5 AREA Ex15,INc PARKING LOT b 99 58 _ ______rg 100.00 --- --- ---------- Ex1511NG GRASS AREA gli N Sig• ram/ N " W .61 ...... ......... .......:........ : (! a ....................... 7„-;,,,,--;-gr-0 Ap "4,3;,', LIBERTY PARK I \%L 1 T E 111 ,���. • ....... .. 7a ....... ....... ......... ...... ......... ....... ......... • - 4‘41 itriiii I I I I ...a - ' • F/ i .......: ........ � I � K I tirt-iro.41:.,EMS";G [::::::::: :::::::: :::::::::.::::...:. ......... :.::...:. :::::F:.;•.:.:.... ..... ..: • N I I` aV D Oi '1 115 s.n5,11G' i:A NG "CI � ......94....:.::.:.:.:.:...:.!.:.:.:.:.:.:.:.:.: •::.�::.:•: •••:.�.:. ..::::.:.: .........:.........<......... ..... ... . :.:BYE':..._.:.:.:.:=........... •• •••• 1W— ♦♦ J xl DE• R DEC.) --106- t o � ,� li 4<t O EIarvDE'rf,_\_„..._i_....,„,,, 0. ECq `:.\.�105- /%%' ......... ......... .... .... ......... .........• ..........{......... .... / IN.° DWI ROA.91.00 102,,,—, c` D' 1 ,...:: I ,„ . . PUMP HOUSE ,,,,,,,, 471.�•' '•e. Swq_______I___f?- -- A ExISTmG OA ......... . : 0. / T0.00 >>• 1,.00 -_- C c t"------s APRCOEDAW0 E w o8>0m dlRo 8S,}.R. I G1P0TOCPCOf RBSOR OF S$ !W N q g zQ§ Y F. E GBW9 CC zs < wa. 0 NDIE • F• p_VERTICAL DATUM IS LOCAL / W AC z < GRADING AND DRAINAGE PLAN STORM PROFILE x CO• CC SCALE 1,1O• SCALE,v.1..20 • LL 2 G 0 < z LL < LEGEND GRADING PLAN DRAINAGE PLAN ~Ol w it- -----.RO.ECT AREA BOUNDARY S THE AMOUNT OF STRUCTURALL Fla NEEDED THE PROPOSED STORM DRAINAGE PIPING THE PROPOSED CONCRETE WALKWAYS'WILL FF CI +—RAVAGE FLOW PATTERN TO NLL THE BELOW 01 CV.AREAS IS PILL UTILIZE THE EXISTING 8'POOL DRAIN BE SLOPED TO THE NORTH. WALKWAYS 4 — APPRDXIYATEIY;SW CY. OUTLET.TIE STRMWATER FROM THE SKATE RUNOFF GENERATED FROM THE WALKWAYS 61100.00 PROPOSED SPOT ELEVATION PARK WLL BE COLLECTED IN FLOOR THE SOURCE Of THE STRUCTURAL FEL AT THE TWO LOW POINTS ON THE SITE AIABSORBED EXISiWG AND THE ROPSED GRASSED AREAS. 6 10000 COSTING SPOT ELEVATIR MATERIAL IS THE OTY OWNED NIGGARDS NORTH DRAIN WELL CONNECT TO APPROX. --100--PRCPOSED CONTOUR ANNEX STE. 66 li OF 6'PVC DISCHARGING TO DIE QUANTITIES R STORMY/ATR GENERATED SHEET: 2 SCUMGRAM.THE SOUTH RAM WALL FROM THE PROPOSED SKATE PARK ARE --WO--EXISTING CONTOUR TUE MOUNT OF FAL NEEDED FOR IRE CE NECT TO APPROX.67 LF Cr Ir PYC EXPECTED TO BE LESS THAN GENERATED BY BERMS TO DE INTO DIE EXISTING CONTOURS DISCHARDNG TO THE EXISTING POOL RAIN. THE CURRENTCHAN ES OARE ANE SITE. NO THE 0 J OP. 2 —D PROPOSED STORM DRAIN IS APPROXIMATELY 287 CY. THE CXISDNC POOL DRAIN OR T TO EWSONC CITY STORMWATR SYSTEM AS A TWO INCHES AT FULL SONIC. JOB N0.1 00/61 THE CEDAR RIVER VIA 8'CONCRETE TOPE RESULT OF THIS PROJECT. PIPE. i NOT.SCALE ACCWdNGLY DN.GRADE ` . e• • • • • . . .•• . . • • • • 102.00 1 7, :102.00.1 \,......... s7 77___.....------.. 7 I 1 '4511 . , m.. .mmula iL-7! F1 - 1'!i-- ' •E!" • SECTION A. SECTION 13.0 " - -- 0; -- -`7 PW ° • .: ,..-tel• 0 c' 45 ik552,4111:-frZ:". LIBERTY PARK 111Z,011WW411t(i'l .41.os ,r,...fr...: 1... .7-,__. . • .. • r .7. 7.,. =-1-7:-Il T.,,_,.___ .•.„.., ---,- SECTION G-0 -.-I Tzlii T-L=-17= SECTION 1:1•0 . . . . : •. :!.:. I' kagft, :,: vk-1.--511•• .%:, ro • powliow•- :;--i-• !°`: 3.6;,-, , ',Jill.....--:;:, ....3,p:r--- ..., \.t., • NW P — . il:17-:-ri lifET1 I-HF-fr-/ =:: 11:-=j11:=,11= --I. .=-.111, ..11:!---T--:• TLIII -Fc--.1,=L-II.-:111=-11.-r1111 kzi..--:--_,IrAl JAM I . . _...„.. .;:- .t.-r-r.- . I': :_-:.1.: - II II I .....=—.:_ct. __._,,, .,- •:‘'ZI:"CD .. . 111 `1 • i lia, -- SECTION E.. SECTION F.1 SECTION 0.5 NVASOIV . • ?i: . : ri.)•• 0-50.- ±niassto-, . 1 ....... ... •or ,111 I.:1..20. il r '•' '-.t.' j_.,....i 01 I `'‘._, V' 1 i .•r. ---+-1.. / .W.e• ,....". I . .,.,. , ..... -1- , If 1 '1 "eir .,u, . •in-rn ..r.7• 1 i i. Li "we . •‘.. :•;.:: '. ,•. 5., —_, : .: : hi,_.1. 1-jt...11--,11-riziii• _-'11-7:-_li,= p:tr.-aft-ix.. lit=iii=1i-1Th:9f ,=.41-A_TlIfiT __, .._ I- 1 11=111111 'II -7--ri- , \ k • „ I . SECTION We SECTION 1.1 :1:. , /•:: • ::•,: . SCALE:1/8 =1'0' EXISTING GROUND ELEVATION..101.00 :.., •':-:. • SKATEPARK PLATFORM ELEVATION..100.10 REFER le SECTIONS tar THESE ELEVATIONS. • • ... • • • - .. c..-.n 11.3 ..;• LIBERTY PARK SKATEPARK - SECTIONS L,... .,• , . IL.•2,-, = RA1 • (.),.. • Edo . . ......... ..c‘i . 29 Jurie 2000 La 0 • . -r-- . .4 •E4 8 T23N R5E W 1/2 • • L s r, -R-10 k u u t3.,....g --., ,L....,pi- c). . .4r. i — ut -- • .. //61 P) C� wc LWi1, . Iasi • '. "44. Filifl mil . i.®® 6 t �y CA T• — _� (1 - . . •' ' -1-CIT °3 -e6 M.M siall-till TE.: '-t..F4-47-7 A% . • s.(P) \-- -IX --4----11 2 116 7 .g. ix. cr... 5..:.1.1014,. .1 .. . . . . 1 CAI " ;E= --- -7= t' ..: . •'SON - = EN •.c A I-. • • #,,,be — ce. — . -2:i.a. -.4SL ,___,—...r., I . • / Ap. • . lirevl 1 -414 P`iii _ao_. • cA a —4: / �. ,0 - .a -- -&til - ... < li l _ - RM— - �Qj - . I ----- BL-U. CD `- — D . .• C7RCP) Hz I ;a' S 2nd -5 ; 0-0- CD \ dr I.. n co CD— CD� •• a— Z _ - • CI? - °(.3 • CD — — N r-- a I CD CDCP) Stet ----1- - R.0 CD �- 17_: N ,..-„,_ P„I II CD .____ N \ 10 1=.0 I cD-: �.,, s - -- L . 7:j. Y. Ft rAt C D(I 5 5 _WI ti • • _ .fig co a . N :-. _7 ,p' ,,, _______Ir...i„ co__ =--1 urn 7---L cry i. 1.)r _ _., , ..„ 413_40._ -..-6 J RCCP, ; . _,,, --. ...., . • .. ...„. •_...._,_ . , _ , • ,,,,, , _ ___ ,o. . ____, __ ,\ , . . „. ,, \i___ , co • 4,4 ,7 . ......__ •_ _._._-05 Ire .-, '. I ‘ -_ + + + 1. + + + - I J _ + + + + ':fi--+-- + T S • +I + + + + + + + + --7--- a4 • 20 T23N R5E W i/2 • • _moo ,.... F4 . C) Y ° • 1:.�oo . o o TECHNICAL � 17 T23N R5E W 1/2 • aX .5 rt �. City of Renron Department of Planning/Building/Public Vvot s ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: r'Q, 4 COMMENTS DUE: JULY 25, 2000 APPLICATION NO: LUA-00-090,SA-A,ECF,SM DATE CIRCULATED: JULY 11,2000 APPLICANT: City of Renton/Community Services PROJECT MANAGER: LESLEY NISHIHIRA PROJECT TITLE: Liberty Park Skate Park WORK ORDER NO: 78713 LOCATION: 1400 Houser Way NE SITE AREA: 28,185 sq.ft. BUILDING AREA(gross): N/A SUMMARY OF PROPOSAL The proposal is to construct a cast-in-place reinforced concrete skatepark in the southeast portion of Liberty Park. The facility will be constructed in the vicinity of Henry Moses Pool and Bathhouse,which are to be demolished as part of this project. The new skatepark will be approximately 10,083 sq.ft.in area,including connecting concrete pathways. All surrounding non-concrete areas will be restored to lawn or landscaped areas. Due to the project's proximity to the Cedar River,a Shoreline Substantial Development Permit will be required. 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 f20 a(//1-1 • ) 2/1.0, n�CITY OF KTLA ON tIUT C. CODE-RELATED COMMENTS OF 3k) � /9& r JUL 2 5 2000 � RED EMv'ED 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 whe a additional information is needed to properly assess this proposal. 7 7(,?5 tgnature of Director or Authorized Representative Date Routing Rev.10/93 JsCity of Renton Department of Planning/Building/Public vvdrks r/ii\ ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: ECOVVWV1lC, DeueiDevW COMMENTS DUE: JULY 25, 2000 APPLICATION NO: LUA-00-090,SA-A,ECF,SM DATE CIRCULATED: JULY 11,2000 APPLICANT: City of Renton/Community Services PROJECT MANAGER: LESLEY NISHI-• PROJECT TITLE: Liberty.Park Skate Park WORK ORDER NO: 78713 AE LOCATION: 1400 Houser Way NE. � " , • SITE AREA: 28,185 sq.ft. I BUILDING AREA(gross): N/A JUL ' 2000 R:°NO SUMMARY OF PROPOSAL The proposal is to construct a cast-in-place reinforced concrete skatepark a thole m: ,pcj-tion of Liberty Park. The facility will be constructed in the vicinity of Henry Moses Pool and Bathhouse,which are • : .' ,-bel^X5^ipart f this project. The new skatepark will be approximately 10,083 sq.ft.in area,including connecting concrete pathways. c.P,:t gadin• non-concrete areas will be restored to lawn or landscaped areas. Due to the project's proximity to the Cedar River,a Shore i - Substantial Development Permit will be required. 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 No eci-Gcr iSSvt - 4_ --(t-3 c- e2 1w7vi/LIE_ C. CODE-RELATED COMMENTS We have rev': --• ' ..: : '•n with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas wh: e additional info ••• -:•ed to properly assess this proposal. V19/o0 Signa ure Af ire•or or Author :.d Representative Date Routing Rev.10/93 City of Re.,«,, Department of Planning/Building/Public 1/vurri� ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: ThGe_. COMMENTS DUE: JULY 25, 2000 • APPLICATION NO: LUA-00-090,SA-A,ECF,SM DATE CIRCULATED: JULY 11, 2000 APPLICANT: City of Renton/Community Services PROJECT MANAGER: LESLEY NISHIHIRA PROJECT TITLE: Liberty Park Skate Park WORK ORDER NO: 78713 LOCATION: 1400 Houser Way NE SITE AREA: 28,185 sq.ft. I BUILDING AREA(gross): N/A SUMMARY OF PROPOSAL The proposal is to construct a cast-in-place reinforced concrete skatepark in the southeast portion of Liberty Park. The facility will be constructed in the vicinity of Henry Moses Pool and Bathhouse,which are to be demolished as part of this project. The new skatepark will be approximately 10,083 sq.ft.in area, including connecting concrete pathways. All surrounding non-concrete areas will be restored to lawn or landscaped areas. Due to the project's proximity to the Cedar River,a Shoreline Substantial Development Permit will be required. 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 J-QJ2 atta. . B. POLICY-RELATED COMMENTS • 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 properly assess this proposal. Signature of Director or Aut ed Representative Date Routing Rev.10/93 PROJECT LUA 00-090, SA-A, ECF, SM 'Liberty Park Skate Park City of Renton Department of Planning/Building/Public Works ENVIRONMENTAL &DEVELOPMENT APPLICATION REVIEW SHEET. (Continuation) POLICE RELATED COMMENTS 5.16 Police Calls for Service Estimated Annually CONSTRUCTION PHASE To protect materials and equipment it is recommended that all materials and tools be locked up when not in use. The construction site will need security lighting and any construction trailer should be completely fenced in with portable chain-link fencing. The fence will provide both a physical and psychological barrier to any prospective thief and will demonstrate that this area is private property. Construction trailers should be kept locked when not in use, and should also have a heavy-duty deadbolt installed with no less then a 1-1/2"throw when bolted. Glass windows in the trailer should be shatter-resistant. I also recommend the business post the appropriate"No Trespassing" signs on the property while it's under construction(flier attached). This will aid police in making arrests on the property after hours if suspects are observed vandalizing or stealing building materials. COMPLETED STRUCTURE The area surrounding the skate park should have proper lighting and provide the same to adjacent parking areas. It is recommended that an emergency phone be installed at the site for expediency of emergency personnel in case of emergencies. The area should be provided with multiple trash receptacles and rules of the skate park should be posted in several locations around the area. Any malicious mischief should be reported to police immediately, including graffiti of any type. It is recommended that plenty of permanent seating areas (i.e., cement benches, grassy/ landscaped knolls)be provided for individuals to rest and/or observe activity in the park. • ...� �-�..�^ Trespass a 01000 ��!�0�l4�! I: USINEs Enforcement WATCH:`:; • Quite often, business owners and managers are faced with crimes that occur on the property after the businesses are closed and the employees have gone home. Some of the crimes that occur are burglary, vandalism, graffiti, trespassing, drug dealing and robbery in the parking lots. There is a way for police and business owners to discourage these types of crimes from taking place on private property, and that is by enforcing the City of Renton's Municipal Trespass Code 6-18-10. In order for police to be able to make an arrest for Trespass, business owners or managers need to purchase signs and display them in conspicuous areas on the property. These signs need to include the following language: 1. Indicate that the subject property is privately owned and; 2. Uninvited presence on the specified property is not permitted during the hours the business is closed, and; 3. Violators will be subject to criminal sanctions pursuant to Renton City Code 6-18-10. MOST IMPORTANTLY-THE SIGNS SHOULD BE CONSPICUOUS FROM ALL POSSIBLE POINTS OF ENTRY TO THE PROPERTY,AND ALSO BE PLACED ON THE EXTERIOR OF THE BUILDINGS. This way when a suspect is arrested, he/she will not be able to claim as a defense that he/she did not know he or she was trespassing. EXAMPLES FOR TRESPASS SIGNS: NO TRESPASSENG NO TRESPASSING This is private property. Persons without specific No Trespassing after business hours business are not authorized to be on the premises between (insert specific times). Anyone on the the hours of(insert the hours your business is closed). premises after business hours is subject to Violators are subject to arrest and/or citation for criminal arrest and/or citation for Criminal Trespass pursuant to Renton City Code #6-18-10.. Trespass and/or impoundment of vehicle. Per Renton City Code #6-18-10. By enforcing the Trespass Ordinance, business owners and police will be sending a message to criminals that they are not allowed to conduct criminal activity on the property. In making arrests for Trespass, police may be preventing the more serious crimes from taking place. r COURTESY OF RENTON POLICE DEPARTMENT CRIME PREVENTION UNIT 4'`-� 235- 2571 / City of Ron Department of Planning/Building/Public‘via As ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: C v\StA16.01A SPA I( . 3 COMMENTS DUE: JULY 25, 2000 APPLICATION NO: LUA-00-090,SA-A,ECF,SM DATE CIRCULATED: JULY 11,2000_ �f APPLICANT: City of Renton/Community Services PROJECT MANAGER: LESLEY NISHU RENTo TAt fpn, PROJECT TITLE: Liberty Park Skate Park WORK ORDER NO: 78713 11 LOCATION: 1400 Houser Way NE • U� ��®Q SITE AREA: 28,185 sq.ft. I BUILDING AREA(gross): N/AeUILII SUMMARY OF PROPOSAL The proposal is to construct a cast-in-place reinforced concrete skatepark in the southeast portion of Liberty Park. The facility will be constructed in the vicinity of Henry Moses Pool and Bathhouse,which are to be demolished as part of this project. The new skatepark will be approximately 10,083 sq.ft.in area,including connecting concrete pathways. All surrounding non-concrete areas will be restored to lawn or landscaped areas. Due to the project's proximity to the Cedar River,a Shoreline Substantial Development Permit will be required. 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 N E� G ���v LPG P R o V I pE f- CDX./ t 1U12l kJC Of L(Cj=ILL �41L/f' G !- p rl0N Paoc 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 Routing Rev.10/93 r" City of t3enton Department of Planning/Building/Public;bdvrks ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: 1) Revl-ems,—U.k--`Ck--COMMENTS DUE: JULY 25, 2000 APPLICATION NO: LUA-00-090,SA-A,ECF,SM DATE CIRCULATED: JULY 11,2000 APPLICANT: City of Renton/Community Services PROJECT MANAGER: LESLEY NISHIHIRA PROJECT TITLE: Liberty Park Skate Park WORK ORDER NO: 78713 C►j, LOCATION:' 1400 Houser Way NE • or RENT" SITE AREA: 28,185 sq.ft. BUILDING AREA(gross): N/A Ait, SUMMARY OF PROPOSAL The proposal is to construct a cast-in-place reinforced concrete skatepark hfrje southeast poffi"d��f Liberty Park. The facility will be constructed in the vicinity of Henry Moses Pool and Bathhouse,which Sre-f&tboaligiolished as part of this project. The new skatepark will be approximately 10,083 sq.ft.in area,including connecting concrete pathway l tityr_ ndtn_g non-concrete areas will be restored to lawn or landscaped areas. Due to the project's proximity to the Cedar River,a Shore Substantial Development Permit will be required. 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 cow wi•ek ' 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. )-ej 071/4 3/00 Signature of Director or Authorized Representative Date Routing Rev.10/93 City of Renton Department of Planning/Building/Public'vtlorks ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: Tore-Pveue0 17) COMMENTS DUE: JULY 25, 2000 APPLICATION NO: LUA-00-090,SA-A,ECF,SM DATE CIRCULATED: JULY 11,2000 APPLICANT: City of Renton/Community Services PROJECT MANAGER: LESLEY ► - -�c • V�p PROJECT TITLE: Liberty Park Skate Park WORK ORDER NO: 78 I� CLS LOCATION: 1400 Houser Way NE . SITE AREA: 28,185 sq.ft. BUILDING AREA •ross JUL J U L 1 2 2000 SUMMARY OF PROPOSAL The proposal is to construct a cast-in-place reinforced concrete .katep:rk in the southeast ...'• of Liberty Park. The facility will be constructed in the vicinity of Henry Moses Pool and Bathhou•e,wh - - .: •i: •.,:. i c 1f, ted as part if this project. The new skatepark will be approximately 10,083 sq.ft.in area,including connecti g concret- .e i• 1Wgurroundin. non-concrete areas will be restored to lawn or landscaped areas. Due to the project's proximi t• ,1- -•> r - , - • e Substantial Development Permit will be required. 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 �o PT," )-r� ac/s /a7g-ai• V B. POLICY-RELATED COMMENTS II il C. CODE-RELATED COMMENTS We have re iewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or area whe additional inform is needed to properly assess this proposal. 7 (2—/: Sig at e of Director or Authorized R resentative Date Rou ng Rev.10/93 City of h.l..Qon Department of Planning/Building/Publi -srks ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT�VU.I�s��v��a�la�. COMMENTS DUE: JULY 25, 2000 APPLICATION NO: LUA-00-090,SA-A,ECF,SM DATE CIRCULATED: JULY 11,2000 APPLICANT: City of Renton/Community Services PROJECT MANAGER: LESLEY N 'J'! .RA PROJECT TITLE: Liberty.Park Skate Park WORK ORDER NO: 78713 4,.:', �® LOCATION: 1400 Houser Way NE •., -i tatC 7 v to SITE AREA: 28,185 sq.ft. I BUILDING AREA(gross): NIIrrik? '49/2 SUMMARY OF PROPOSAL The proposal is to construct a cast-in-place reinforced concrete skatepark in utheast portion of Liberty Park. The facility will be constructed in the vicinity of Henry Moses Pool and Bathhouse,which are to by lished as part of this project. The new skatepark will be approximately 10,083 sq.ft.in area,including connecting concrete pathways WAIT surrounding non-concrete areas will be restored to lawn or landscaped areas. Due to the project's proximity to the Cedar River,a Shoreline Substantial Development Permit will be required. 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 • "71/4" � oe✓ahoy �x/eacce -ToArc saw/al to pv ri l "e r • 't41 . >i t20 t vcO wl ItvCpa t y -feed. aJi.e rei(ulVed• C. CODE-RELATED COMMENTS 100 Covvtwtev7t. 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 informationJ���is needed to properly assess this proposal. �eP UV�t/t/ 7A/©0 Signature of Director or Authorized Representative Date Routing Rev.10/93 . City of-c,iion Department of Planning/Building/Publi. ..,irks ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: SLQI WCQ -P } —COMMENTS DUE: JULY 25, 2000 APPLICATION NO: LUA-00-090,SA-A,ECF,SM DATE CIRCULATED: JULY 11,2000 APPLICANT: City of Renton/Community Services PROJECT MANAGER: LESLEY NIIF I& PROJECT TITLE: Liberty Park Skate Park WORK ORDER NO: 78713 k�`.Pp! ®N LOCATION: 1400 Houser Way NE JUL i 77 ®ovi SITE AREA: 28,185 sq.ft. BUILDING AREA(gross): 4 IjjagftisillVG SUMMARY OF PROPOSAL The proposal is to construct a cast-in-place reinforced concrete skatepark in the6G�l / vI" ion of Liberty Park. The facility will be constructed in the vicinity of Henry Moses Pool and Bathhouse,which are to be demolis - as part of this project. The new skatepark will be approximately 10,083 sq.ft.in area, including connecting concrete pathways. All surrounding non-concrete areas will be restored to lawn or landscaped areas. Due to the project's proximity to the Cedar River,a Shoreline Substantial Development Permit will be required. 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 ►Jettvlttovt WCt[�l uIll �V . �u � G'C(il�G(t'�(�( pro✓/c/oWS tOt-e / �il_.Q YellG(ive ( C. CODE-RELATED COMMENTS p Q Q Co011 rv�ec1lo`I l p/y/s rl�tG/ Gt rgiVIe S uj e LS�eiti lap a'Iowa IoZfa 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 1adldition0al information is needed to properly assess this proposal. l�l�°(/I 1 L r? i 1/5 6 Signature of Director or Authorized Representative Date Routing Rev.10/93 4 Comments on the above application must be sub writing to Ms.Lesley Nishihira,Project Manager;Development • Y - Services Division,1055 South Grady Way,Rector ,, -.•'155,by 5:00 PM on July 25,2000.If you have questions about o �� Ihis proposal,or wish to be made a party of record and receive additional notification by mail,contact the Project Manager. C7 I Anyone who submits written comments will automatically become a party of record and will be notified of any decision on 'C�jNr;c0 I CONTACT PERSON: LESLEYNISHIHIRA(425)430-7270 NOTICE OF APPLICATION I PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION AND PROPOSED DETERMINATION OF NON- . SIGNIFICANCE(DNS) PROPOSED SKATEPARK \AT LIBERTY PARK DATE: July 11,2000 P \�' ` 1ri:E../.III: \,I \\\\\\1 g 119ummm% ���,)rrmtrra LAND USE NUMBER: LUA-00-090,SA-A,ECF,SM :It �,�'surra qp' LIBERTY PARK SKATE PARK z N 81h St., `�Aig i:vai'rrl_ APPLICATION NAME: Ily'�� ... .\ PROJECT DESCRIPTION: The proposal is to construct a cast.ln-place reinforced concrete skatepark in the z .. z IMC...partrVtp� southeast portion of Liberty Park.The facility will be constructed In the vicinity of Henry Moses Pool and Bathhouse,which _ r•��urr,u r4gs;�� are to be demolished as part of this project. The new skatepark will be approximately 10,083 sq.fL in area,including a a l Y: - connecting concrete pathways.Al surrounding non-concrete areas will be restored to lawn or landscaped areas. Due to 'r% • me project's proximity la the Cedar River,a Shoreline Substantial Development Permit will be required. f Al A' p4 I N 6lf SL T. _1'fi4 i 1 1400 Houser WayNE(LibertyPark N 61h SL , I fIJ1L exsr PROJECT LOCATION: ) d r OPTIONAL DETERMINATION OF NON-SIGNIFICANCE(DNS):As the Lead Agency,the City of Renton has determined 1� '_� / 1x t��� ' that significant environmental impacts are unlikely to result from the proposed project.Therefore,as permitted under the •i,i� RCW 43.21 C.110,the City of Renton Is using the Optional DNS process to give notice that a DNS Is likely lobe Issued. tilli _ _-MIN141- " ��./p C��M��\.:•1 Comment periods for the project and the proposed DNS are Integrated into a single comment period.There will he no I =E_u I '''''''♦ ♦� p comment period following the issuance of the Threshold Determination of Non-Significance(DNS).A 14-day appeal -y-- I ,,`',„,„ '� period will follow the issuance of the DNS. _= • _11 i '� N 41h St. it, • �� _ _ _ / • •/11 \�\. PERMIT APPLICATION DATE: July 7,2000 I 44 Al ' - _� ��'.7 .ai ii NOTICE OF COMPLETE APPLICATION: July 11,2000 .,-a� II Imo IIIIIII r ` Environmental SEPA Review,Administrative Site Plan Approval, .1 t_ RE, ��Ip.y, • Permits/Review Requested: (SEPA) _ Shoreline Substantial Development Permit 11� rI* � NL's� Other Permits which may he required: Building Permits,Construction Permits,Sign Permits mill I 1' -, ,, ;i Geetechnical Report •ERE MJMIllIli a , ,N P94 li' tiro,t•''•I•• •."''' Requested Studies: V Locationv where application may it I - .-,' . #E3 M M •• . I be reviewed: Planning/Building/Publicrllyay.Works Division,Development Services Department, L I a El , �e 1055 South Grady Way,Renton,WA 98055 .- PROJECT 517E PUBLIC HEARING: NIA 4 S 2nb 5l _� nd'top,4�, , i CONSISTENCY OVERVIEW: ,4.4400, 1_11}1I!! The ssite is designated EmploymentArea-Commercial EAC on the • tCitysonieusoftha Ing _ ff1 rap .�-. ,ti=• —\,h recreational suffixeatio on skate a par Zoning Map.The proposed use of the site,as a _ _ f�cA W I y and Is outright skate park,is considered i continuation of the pre-existing park use _l[, ..==_ till and is a nt wit permitted within this zoning designation.The proposal is consistent with both the Comprehensive Plan and Zoning land use designations. �� \' DV ii kNk„ , Environmental Documents that ,.,, _■ Evaluate the Proposed Protect: NIA _- __b c �r^�L��f / Om .4Development Regulations S--' _ ®=u-1�L / Used For Project Mitigation: The project will be subject to the City's SEPA Ordinance,Shoreline Management -- )1 F=, _ _ - � . 1. ; Program.Zoning Code,Public Works Standards,Uniform Building Code,Uniform —3 _ �� � (�11 Fire Code and other applicable codes and regulations as appropriate. a=• ' � 4 �'' CII On ► p� Neighborhoods&Strategic Planning DEVELOPA!'c�R F. ....'llt:G Site boundary Proposed Mitigation Measures: d�Q Ear..., DrrY nK c:D'ON .uc. Ti oea.nsr 1999 0 1 000 2 QQQ The initial review of the proposal does not reveal any adverse environmental impacts requiring mitigation above and JUL "7 .,73 I beyond existing code provisions. F:__.._r L:D 1:12.000 NOTICE OF PROPOSED ENVIRONMENTAL APPLICATION • NOTICE OF PROPOSED ENVIRONMENTAL APPUCATION . • CERTIFICATION I, /Jit-[ve.. D . cy ,u ) , hereby certify that copies of the above • document were posted by me in 5 • • conspicuous places on or nearby . • • - - the described property.on .�:,.,<k_,‘.• \ \ 2:000 • • . - - . • Signed: ,o ATTEST: Subcribed and sworn before me, a Nortary Public,in and f r the State of - Washington residing --- ,on the i 1 y`F- day of MARILYN6t �J's :HUFF GilCLA4 -./ ®TAR1f � I�LIC :.-, .a STATE OF WASHINGTON MARILYN MMCHEFF F COMMISSION EXPIRES6 MY'APPOINTMENT EXPIRES:6-29-03 JUNE 29, 2003 - O� NOTICE OF APPLICATION AND PROPOSED DETERMINATION OF NON- SIGNIFICANCE (DNS) DATE: July 11,2000 LAND USE NUMBER: LUA-00-090,SA-A,ECF,SM APPLICATION NAME: LIBERTY PARK SKATE PARK PROJECT DESCRIPTION: The proposal is to construct a cast-in-place reinforced concrete skatepark in the southeast portion of Liberty Park. The facility will be constructed in the vicinity of Henry Moses Pool and Bathhouse,which are to be demolished as part of this project. The new skatepark will be approximately 10,083 sq.ft. in area, including connecting concrete pathways. All surrounding non-concrete areas will be restored to lawn or landscaped areas. Due to the projects proximity to the Cedar River,a Shoreline Substantial Development Permit will be required. PROJECT LOCATION: 1400 Houser Way NE(Liberty Park) 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: July 7,2000 NOTICE OF COMPLETE APPLICATION: July 11,2000 Permits/Review Requested: Environmental(SEPA)Review,Administrative Site Plan Approval, Shoreline Substantial Development Permit Other Permits which may be required: Building Permits,Construction Permits,Sign Permits Requested Studies: Geotechnical Report Location where application may be reviewed: Planning/Building/Public Works Division,Development Services Department, 1055 South Grady Way,Renton,WA 98055 PUBLIC HEARING: N/A CONSISTENCY OVERVIEW: Land Use: The subject site is designated Employment Area—Commercial(EAC)on the City's Comprehensive Plan Land Use Map and Commercial Arterial(CA)with a "P"suffix on the City's Zoning Map. The proposed use of the site,as a • recreational skate park,is considered a continuation of the pre-existing park use and is outright permitted within this zoning designation. The proposal is consistent with both the Comprehensive Plan and Zoning land use designations. Environmental Documents that Evaluate the Proposed Project: N/A Development Regulations Used For Project Mitigation: The project will be subject to the City's SEPA Ordinance,Shoreline Management Program,Zoning Code,Public Works Standards,Uniform Building Code,Uniform Fire Code and other applicable codes and regulations as appropriate. Proposed Mitigation Measures: The initial review of the proposal does not reveal any adverse environmental impacts requiring mitigation above and beyond existing code provisions. NOTICE OF PROPOSED ENVIRONMENTAL APPLICATION ' Comments on the above application must be submittb writing to Ms. Lesley Nishihira, Project Manager, D pment Seq�ices Division, 1055 South Grady Way,Renton,W;;'06J55,by 5:00 PM on July 25,2000. If you have quern, . about this proposal,or wish to be made a party of record and receive additional notification by mail,contact the Project Manager. Anyone who submits written comments will automatically become a party of record and will be notified of any decision on this project. CONTACT PERSON: LESLEY NISHIHIRA (425)430-7270 PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION • PROPOSED SKATEPARK AT LIBERTY PARK - .mac y = gl���m gE \\\ _.. ::LltJl1lla; id N. Lk�Ir rar11r:i. PM ■ o 0 c. .::,„,;.,,,„,... ,_. .,. c, : N 8th St. Vin! !uPr? IU9J itg/ C El. \\ I :Spot. *4.1 .t.,.:.1,1 11 .11P �4/III/Frice "I12 aZ ¢ � > l %> t N6thSt. C1 " Fr f N6thSt. Nor _ IMI MI .1..,.. I=i fi—P.imb —.T. —.a .7.w, — P. lk IV 4k v� :LI :- „¢..AN�rtlr — $ %iAt4 t sS Mii i 1 N 4th St:. . • ►m►1► •"'4►ott-1' CI= MIN MI 1 i‘VIS37 • SEE ' 1.= RE: EE — IAINNI/ • i a -= * �rll" ■■Ilr?, Airport way / v Wi• °= '.� Ntill.- E LiiØ\ i'i "I 'ill %i � E_ ® , .24I 1 1 ., u: Iv # mi. ism bk741 g: I I �4� '� \ . PROJECT SITE La mil me IN N :: :.: I S 2nb St nd �j 'VA` , �— 'IC INII _ / G = 3rd Sp' . ii irrt :ii — � . 'fii • Ilwm ME :n ■■■ 5� �ti� a L. lallia ig ER it = Gm � ? l al Maid 4t� aAl�i =1il =� _ 'y / ktkieGf ■p E ) ‘ N.Jj.:j =_„.. .,„ 14 - =. _ =ilk lir -1 DIT:L ." .....r.,_ .... _ . , , z , -------- - g�� Neighborhoods do Strategic Planning DEVELOPMENT P!_ANNING Site boundary a4ED/r1/sP CITY Or FrNfrON O..Dennison 'wady' 29 December 1999 0 1,000 2,000 EL--il ED 1 : 12.000 NOTICE OF PROPOSED ENVIRONMENTAL APPLICATION • CITY OF RENTON MEMORANDUM Date: July 11, 2000 To: Lesley Wiscomb, Capital Project Coordinator/Community Services From: Lesley Nishihira/Development Planning VMk Subject: Liberty Park Skate Park Project No. LUA-00-090,SA-A,ECF,SM The Development Planning Section of the City of Renton has received the above-referenced application for environmental review. A presentation of the proposed amendment to the Environmental Review Committee (ERC) is scheduled for August 1, 2000. Following the ERC meeting, I will send you copies of the ERC determination along with the timeframes for the public comment and appeal periods for your files. ACCEPTANCE *Erw.gog, CITY OF RENTON DEVELOPMENT SERVICES DIVISION LAND USE PERMIT MASTER APPLICATION PROPERTY OWNER(S) PROJECT INFORMATION Note: If there is more than one legal owner, please attach an additional, notarized Master Application for each owner. PROJECT OR DEVELOPMENT NAME: Renton Skatepark NAME: City of Renton PROPERTY/PROJECT ADDRESSIS)/LOCATION: Liberty Park ADDRESS: Renton City Hall 1400 Houser Way NE 1055 South Grady Way Renton, WA CITY: Renton ZIP: 98055 KING COUNTY ASSESSOR'S ACCOUNT NUMBER(S): 172305 9043 EXISTING LAND USE(S): TELEPHONE NUMBER: 425 430 6400 Recreation (Note: existing swimming pool that is closed and is presently restricted from public access). APPLICANT (if other than owner) PROPOSED LAND USES: Recreation NAME: N/A EXISTING COMPREHENSIVE PLAN MAP DESIGNATION: Employment Area Commercial COMPANY (if applicable): PROPOSED COMPREHENSIVE PLAN MAP DESIGNATION (if applicable): N/A ADDRESS: EXISTING ZONING: CA(P) CITY: ZIP: PROPOSED ZONING (if applicable): N/A SITE AREA(SQ. FT. OR ACREAGE): TELEPHONE NUMBER: 28,185 SQ. FT. CONTACT PERSON PROJECT VALUE: $150,000 NAME: Lesley Wiscomb, Capital Project Coordinator, Community Services IS THE SITE LOCATED IN THE AQUIFER PROTECTION AREA? Yes, APA Zone 1 COMPANY (if applicable): IS THE SITE LOCATED IN ANY OTHER TYPE OF ENVIRONMENTALLY SENSITIVE AREA? Yes, as follows: Seismic Sensitive (High Hazard) ADDRESS: Renton City Hall Potential Wildlife (Open Space) 1055 South Grady Way, 5th H. The site is approximately 100 feet from the high water line of the Cedar River at its closest point. DEVELOPMENT PLANNING CITY uN CITY: Renton ZIP: 98055 JUL 0 7 2000 TELEPHONE NUMBER:425 430 6617 RECEIVED 1;--tom,. LEGAL DESCRIP1 aJ OF PROPERTY (Attach separal__ ,heet 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 $ _ SITE PLAN APPROVAL $ lam"- _ FINAL PLAT $ _GRADE & FILL PERMIT $ (NO. CU. YDS: 3,000) PLANNED UNIT DEVELOPMENT: $ _VARIANCE $ (FROM SECTION: ) _ PRELIMINARY _WAIVER $ FINAL _WETLAND PERMIT $ • ROUTINE VEGETATION MOBILE HOME PARKS: $ MANAGEMENT PERMIT $ BINDING SITE PLAN. SHORELINE REVIEWS: X SUBSTANTIAL DEVELOPMENT $ S009-12,USE $ _VARIANCE $ _ EXEMPTION $No Charge X ENVIRONMENTAL REVIEW $ D REVISION $ AFFIDAVIT OF OWNERSHIP • I, (Print Name) Lesley A.Wiscomb, declare that I am (please check one)_the owner of the property involved in this application, X 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 belief. ATTEST: Subscribed and sworn to before me, a Notary Public, in and City of Renton / Lesley A. Wiscomb for the State of OM" residing at (Name of 0 er/Representative) -a-tt.l , on the ZB day of _ 1 ' a4,("4.. , 20 eV. y "g►:tu - o Owner/Representative) Jl l-4,( ina'A,y, (Signature of Notary Public) .(This section to be completed by City Staff.). City File Number: L oo-0go A AAD. BSP CAP-S CAP-U. CPA • CU-A CU-H t LLA MHP FPUD FP:PP R . RVMP SA-A SA-H SHPL=A" SHPL-H SP S :,SME TP V-A V ' V-H W - " • TOTAL FEES:""$ qn;1.6 TOTAL POSTAGE'."PROVIDED:_ $ MASTERAP.DOC REVISED 8/97 • Project: Skatepark Liberty Park 1400 Houser Way North Renton WA LEGAL DESCRIPTION 172305 43 BEG AT INTS OF W LN OF SE 1/4 OF NW 1`4 & S LN OF CO RD AT A PT 721 . 39 FT S OF NW COR OF SE 1/4 OF NW 1/4 TH E AT R/A TO SD W LN 653 . 03 FT TO W LN OF A TRACT OF LAND OWNED BY SEATTLE 'CAR & FOUNDRY CO TH SWLY ALG SD W LN PARL TO & 100 FT WLY OF WLY LN OF R/W C & P S RY CO , NEW CASTLE BRANCH, A DIST OF 597 . 33 FT TO NLY LN OF C W W # 2 TH NWLY ALG SD N LN 440 . 8 FT TO W LN OF SD SE 1/4 OF NW 1/4 TH N 293 . 10 FT TO BEG s. 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'?•i 4:}:; :. :±:• ::. .. .... :: •ii •:My .;•f,. ` •.:;�f; '% ..........r............r r.............::..:�:::::::::f.:rrrr.::,.r:::::r:?.:..�::......... f : ::.::.......... r.r...?....: ..., :.:r.{....:..........r ,,.fri{fr?•:::::::::::r:: ? ?.;F?>.;���;.. rrrf?.?>?•>.::.F.>..:?r. � :::::r:r::::.:::::::r.::.:;:..:r:::::::::.::.r::::.:::::::::::::::::.::.�::::::::: ::: . ;: •::' ? •�:: • . . ::�a.��::s::.... .?r..f<.:?•;;:.;ii'�;i;;::•::•:>:<:;z#z<+;??.f:.i:.: .;;:,r.r:::::.�::r:::<.;+.fr.............r................:.:..:::...........'fN't�Itt.�Q�.� .�.:�tl '•�i ,:r::::: .r:.::::::.r.r. .:::fr,••i:.i:.:?::f:•;?:��.:::,:::.::f.::.::,..::::::.,::::::..:?..:. ..........:.:....:..... .......................... •• .... •::::::::::::.�::::::::..f.....ffff..:...f.......:?..:::::.�::::?•::::,.:::::.�:r::,:::.:::?:::. PROJECT NAME:Skatepark at Liberty Park APPLICATION NO: LU • 00 a Oa 0 , - , c-(ri SVv, 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 Barr,Thomas&Sophie McHardie 8020 High Ave. S. 722400005509 Renton, WA 98055 Bellando,Marjorie PO BOX 70217 723150105002 Bellevue WA 98005 Bitney,Dean&Jo 2727 Mountain View Ave.North 135230095501 Renton,WA 98056 Bryant Motors Inc. 1300 Bronson Way N. 135230006003 DBA Don A Lisa Motel Renton,WA 98055 Bryant Motors,Inc. 1300 Bronson Way N. 135230080503 Bellevue,WA 98055 Burlington Northern Santa Fe 1700 E. Golf Rd.#400 172305900604 Tax Dept. Schaumburg,IL 60173 Cedar River Court Apartment 8746 S. 113th. 723150096508 Seattle, WA 98178 J: G.Renton LLC PO BOX 808 756460031500 Bellevue,WA 98009 Dunn Lumber Northwest-RT Box 45550 135230087508 Seattle,WA 98145 R&J Properties LLC do 7670 80th Place SE 722400015508 RONALD FORTE Mercer Island,WA 98040 Golden Palace 151 Sunset Blvd.N. 172305907401 Renton,WA 98055 Butler,James A. 1888 N Hawthorne Dr 135230085007 Tacoma,WA 98406 Lyons,Mr.&Mrs.Jack 15002 135th Ave. SE 135230085502 Renton,WA 98058 Peretti,Ray L. P.O.Box 796 722400000609 Renton,WA 98057 Repp,Wilbur L. ' ' PO Box 5532 7224000002001 .. Kent,WA 98064 Santos,Renato C.Jr. 1815 Lake Youngs Way SE 722400003009 Renton,WA 98058 State of Washington Transportation Building 000720006105 Dept. of Transportation Olympia,WA 98504 Storey,Ralph J. 1012 N.Riverside Dr. 722400002506 Renton,WA 98055 Syth,Bonita L. 119 Park 058 Ave.N. 722400006002 Renton,WA 98 Texaco Inc. -Tax Department P.O.Boxersa 7813City, 135230082509 Univl ,CA 91608 Vischer,Baldwin&Dana 260 Ridge Dr. 756510004507 Port Townsend,WA 98368 Welsh,Judith A. 101 Park Ave.N. 722400004502 Renton,WA 98055 ��/ /Applicant Certification I, �,rfj� �, 6�1�/`Y�OH'J1� ,hereby certify that the above list(s) of adjacent property (Print Na ) owners and their addresses were obtained from: Title Company Records King County Assessors Records Signe /��g//� Date �_�d0o ff (Applicant) NOTARY ATTESTED: Subscri ed and sworn before me, a Notary Public, in and for the State of Washington, residing at/ on the Z&`btu day of , 20 Signed—!nt�C.D —� -' ivw (Notary Public) •:.�:f.}}.::..}:l.:{:...:...:;f:..:.r..v.i?:..:?%.:...f. ..k}.•:..r r.:f.•r.....;i....rf...f.n..rf...,...i:w..nx.•.:.l.:.•.+.:..::•!.v.?.:.;v...:.r:.:}..r.::v.:..w..v::......r.}.rv.:+n:.v.4.r:......:.r::l....x..:::..:?...?l:.f•..:•.::::.f�.r:••:S::.:.+.f.m.r f:^f.:r?....i?....r..:::..:...r.:...:u:�..r..r.:..i..ny..:.:..:......:bs.:...:...:r•...:..:....n:.:.•..r::...::.::..vw+.::..:•.::....:::.l::...:f:::...:.l::..r:...:...f rw..:.:.r:..n::::...:v:::v..:?.nn::.v.?::::..:.:.:::v.v.::.:::.r..•v.::d.l :::::'.r.:..::::.::..:v r ri>.:^:.:n..r/:a.:;:.?.r::.::??......n:.;f.::4:..{n:.i:..r.n.?}::.:..f.^:%x..i..�.d:.:..•.r:?...:..::n...?..r:.f:..wvv/:s..f::1.i::::{..wo.x::.f.v:..n...:.:::.f.?..:.x.vw.w.:.:;.....:;!:....::!:...x..::.:...::...ir:.::...i:.:.:.r.i+::.:..::::.r..::r..:..:}..:f:.v:.N.:: .::.:.::.n:.::..:..:.:.:•i:v.::r.::.r...f.f?...:..v?.>.?:....... .•. ....v..:.::...:....:....::...:...: ?::.w::+:::L::}::::::4:i?n::::.m:.+..:..•:'f.:.:.•.:i}.:.n?.:.::.....v.::.::.:: :.:. ..f:.::v:.•.iv:.i:•v;: 4.}.::}::�.•: .?: .;.n::4::.:+:4:;• n?..•:.:v'•r::}::f:::}:v:i :Li}v vvi:iYYi ' :,v• f.' .:.} :•i:?? ::: : r?•:R .0f..}}'}r i ; : : : ...... + r % ? :i :.•r{ wi..'.}.:..t::niiL .:rCi a#. e :: .. ? :......x .:..Wv.: . 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'fN!1���.�fi�.f�:crt':ib -n.::::.r:,/.�.F�::::r::,/,.:::::::::::::::::::::::::::.::::::r:lr:::::.::.::::.:.::.:::::::::.�:::.�::.::::::•}::.:::::::::::.:::::::::.}.�:::::"iA.:::::::::::r:.�:::::::r::::::.�p:::::::::.�:::::.::::::::::.�:{{.:::::::::::::::n::.....:.::::::: PROJECT NAME:Skatepark at Liberty Park APPLICATION NO: The following is a list of property owners within 300 feet of the subject site. The Development Services Division will notify these individuals of the proposed development. NAME ADDRESS ASSESSOR'S PARCEL NUMBER Barr,Thomas&Sophie McHardie 8020 High Ave. S. 722400005509 Renton, WA 98055 Bellando,Marjorie PO BOX 70217 723150105002 Bellevue WA 98005 Bitney,Dean&Jo 2727 Mountain View Ave.North 135230095501 Renton,WA 98056 Bryant Motors Inc. 1300 Bronson Way N. 135230006003 DBA Don A Lisa Motel Renton,WA 98055 Bryant Motors,Inc. 1300 Bronson Way N. 135230080503 Bellevue,WA 98055 Burlington Northern Santa Fe 1700 E. Golf Rd.#400 172305900604 Tax Dept. Schaumburg,IL 60173 Cedar River Court Apartment 8746 S. 113th. 723150096508 Seattle, WA 98178 J. G.Renton LLC PO BOX 808 756460031500 Bellevue,WA 98009 Dunn Lumber Northwest-RT Box 45550 135230087508 Seattle,WA 98145 R&J Properties LLC do 7670 80th Place SE 722400015508rn RONALD FORTE Mercer Island,WA 98040 m � • Golden Palace 151 Sunset Blvd.N. 172305907401 t' 0 Renton,WA 98055 E ;:;, Butler,James A. 1888 N Hawthorne Dr 135230085007 0 ® `r Tacoma,WA 98406 Lyons,Mr.&Mrs.Jack 15002 135th Ave. SE 135230085502 Renton,WA 98058 Peretti,Ray L. P.O.Box 796 722400000609 Renton,WA 98057 Repp,Wilbur L. PO Box 5532 7224000002001 Kent,WA 98064 + i • Santos,Renato C.Jr. 1815 Lake Youngs Way SE 722400003009 Renton,WA 98058 State of Washington Transportation Building 000720006105 Dept.of Transportation Olympia,WA 98504 Storey,Ralph J. 1012 N.Riverside Dr. 722400002506 Renton,WA 98055 Syth,Bonita L. 119 Park Ave.N. 722400006002 Renton,WA 98058 Texaco Inc. -Tax Department P.O.Box 7813 135230082509 Universal City, CA 91608 Vischer,Baldwin&Dana 260 Ridge Dr. 756510004507 Port Townsend,WA 98368 Welsh,Judith A. 101 Park Ave.N. 722400004502 Renton,WA 98055 Applicant Certification I, li,L/>, /. la4z4 12:, , hereby certify that the above list(s) of adjacent property (Print ame) owners and their addresses were obtained from: Title Company Records King County Assessors Records Signed Date 2404O (Applicant) NOTARY ATTESTED:, Subscribed and sworn before me, a Notary Public, in and for the State of Washington, residing at -ot- ' on the UsPhday of %Jidt4'-4_- , 20 00 . • Signed clit14,1 -(- (Notary Public) ......l.r:: { +rf{rc ... ;.... .......};,•....�k��klc':.:: }};:•:isf;;::;;;;y%:}f%/.•'./f•;f:.>.::2:: ?:::::: ::.{.:•;}."•'..f{:rr:<•:;:?•.,:?:}: ....:..:.. .r`r.l::::.:.r... ......r...........rrr:.,r:r:?..............r:............r... .}' y :::::::..:.::.:.:..::::.....:.......:,�r:. :.}:. . ..... .rr..:r.:::..l..............r r....................r.. .........r.... ................ ......................}}:.}}}};:.}}}:.r.?•.:{rr•fri:}}}}:-:};•r:rr::::::::::•.}F>:?. <}:ff::<>r ...........................rr.fr..............r...r....rr......::.....r.�..r....r.......... ..................... ...........,..:... ...r....................... ....................... ........ ............... ....:::::::::.:.:..:...:...:::::...�::::::::::::::::::.::::.:.}:?rr::::::.v:::::::::::::•:;:.>:::::.:frr.::•.r:::• ...:: :.:::•:::::::.:1:,.�::rr.. .N...•;.;.............. f:?w:::w::::::: •:{f rx:........ fi.r .. 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A'Ct"IW�:'.11:�f.,.�u��rid::a�.t�:.st�l:�t}:l��far::�::�e���:�:N�. };�?!"��11€.a����€� :��r:: :�.�,�...a��:#t#t.�s(�(�l� �r�:��sd�rg:> ...:: ::.f.::::: ::::::...:.................:: :::: ::: � rr.f+ ... :.}:: :.:.:::..........r:,.::::::.......rr.rr::r::r:::.�r::r................... .............:..::.:�:r:;s�:. .......... r......r... ...::.............. .......11.::::::r<rr:::::::::::::.:::::::::::::::::::::r:ri ............ -::::rr::::::.::r:::::...................::......... r..r:.::}:•:;:... :.:::.:::.....f............rr...r..r.......................... . ................. ........ :::::::::::::::r:::r:::�.:.}•f,}}:???+r}:,:.}}:::.::::::::::::::.� .... f::.�..rf.:.v::::'.:;.::::r..}:•;�f.; :.::.l:rrf+::•}::.}:.:.r........r......... .....?-:•:-:::::::::::::. + r... r.........r:......:... :.. .:r:•::::::r•.;•::r�•:::?: :' :..---�---� ------- rrr. ..:....r:::::::...........................................................?.;:.}}::>::»'}::::::rrr:::...::.:::::::::::::::.�:•.;}}}. :............r.,?.}:;.::. :::.::.........:...::::.::::::•::.:.:...:::::::.�::.:.::::::::::::::::::::...r rrr.r. ........ ................ r.........r:::::::::r:r .r..r•:::::::::::::::::.::::.r...................r..::.................::r:r r::<?::?.. •r:::::::..... rr::::,«<} r??:;:�f'::.;:. :::.::r:::.- rr..........r.r.. ...r...:::::::::.::::::::::::.r.+ r::::::: r:::::r:..:...r.�?•:..�:r?,:.r ..r................... .....:::::::::::::::::. r..:::.r..:::::::: r.:.,.:.::::.......... .......... f::.:?•:•}}::::.:::>::>::>::::;•:�::.:�:::.::•-.err.....:. ...r.r. r..r..::.:: :....... rrr:::.:::.........r....,.r.::::::......................rr....... :..r::::::... ......fr.........................rr ......�:::.:.......r............. ...............r.................:::::.::::......rr:.�:::::::::::::.::::::::::.}:...........>?..................?.:1::::r.r.::::.....::::r::::r:.;:..,..:..4.>: :.�,.::r.....:...r....................rr.r.......,,.:::.:- r::::?•:r:::::::..:..... l.r..... .:.f.rrr....r.. ?:.}:.:;?:.:;:.}}}}:.}:?.}}}}:.:.;:,?:rr;:.};:.}•::::•.......:::.:::.}:.}•.:.:..rr::r:::..::.�.:�.v::r:fr:rr:::: .. ... f:::?.;:., r...... ...................... ... .....r.....r.. . . . ............... rr...............................r:rrr:r:::::::. r.?:<.;:::::::::.::::.:.......................:::::::::::::.::::::::::::::::::.: listprop.doc 2 CITY OF RENTON Planning/Building/Public Works MEMORANDUM DATE: May 18, 2000 Il 9/CLO?i-!_T pt TO: Pre-Application File No. 00-54 �ININ•vN G FROM: Jason Jordan,Assistant Planner,x7289 JUL �; j�� SUBJECT: Liberty Park Skateboard Park General: We have completed a preliminary review of the pre-application for the above-referenced development proposal. The following comments on development and permitting issues are based on the pre-application submittals made to the City of Renton by the applicant and the codes in effect on the date of review. The applicant is cautioned that information contained in this summary may be subject to modification and/or concurrence by official decision-makers(e.g., Hearing Examiner, Zoning Administrator, Board of Adjustment, Board of Public Works, and City Council). Review comments may also need to be revised based on site planning and other design changes required by City staff or made by the applicant. The applicant is encouraged to review all applicable sections of the Renton Municipal Code. The Development Regulations are available for purchase for$50, plus tax,from the Finance Division on the first floor of City Hall. Project Proposal: The subject site is located on the southeast side of Bronson Way, northeast of the Cedar River. The proposal is to construct a 10,000 square foot skateboard park, including concrete waiting areas and perimeter pathways. No new parking spaces are being proposed at this time. Zoning: The subject site is designated Commercial Arterial (CA) on the City's Zoning Map with a Public Use (P)suffix. The proposed existing community park(recreational uses) on the site is considered a primary permitted use in this zone. The (P)suffix dictates that a public meeting shall be held in advance of any land use application for any proposed change of use. However, because the use will remain recreation, it has been determined a public meeting will not be required as part of this land use application. Sensitive Areas: Based on the information provided,the site appears to be located within 200 feet of the ordinary high water mark associated with the Cedar River. The area is also designated as"high" on the City's Seismic Sensitive Areas Maps. • Because the proposed development is located within 200 feet of the Cedar River, a Shoreline Substantial Development Permit will be required as part of this application (included in the attached application materials). The Shoreline Substantial Development Permit will be reviewed in conjunction with the Administrative Site Plan approval process. It should also be noted that City regulations prohibit land clearing or development within 25 feet of the ordinary high water mark of the Cedar River. It is recommended the applicant contact the Washington State Department of Fish and Wildlife before determining if the development of the site is feasible. If it is determined that the water body is a potential salmon bearing area,further restrictions may apply as established by the Endangered Species Act. Development Standards: The proposal's compliance with the CA zone development standards and the parking regulations is addressed below: Lot Coverage-The proposed site plan does not indicate the proposed building lot coverage of the site. The CA zone allows building coverage at a maximum of 65% of the lot area for projects not providing structured parking. A maximum lot coverage of 75% is permitted when structured parking is provided. Pre00-54.doc\ / . Setbacks—The CA zone requires a minimum landscaped setback of 10 feet from an arterial street frontage. No other setbacks are required in the zone. Height—No buildings are proposed with this application. However,the maximum permitted building height in the CA zone is 50 feet. Landscaping/Screening—Street setbacks must be landscaped. All landscape areas must be a minimum width of 5 feet and must include underground sprinkler systems. At the time of formal application submittal, a detailed landscape plan indicating the location, sizes, and types of the proposed planting will be required. Outdoor storage areas, if any, must be screened from adjacent or abutting properties and public rights-of-way. Screening must also be provided for all surface-mounted and roof top utility and mechanical equipment. In addition, garbage dumpsters and recyclable areas must be screened pursuant to RMC section 4-4-09007. Approval of the proposed locations of dumpster areas by Rainier Waste Management is recommended prior to the submittal of the formal land use application. The site plan application will need to include elevations and details on the proposed methods of screening. Pedestrian Connection—All development in the CA zone is required to provide a direct and clear pedestrian.connection from sidewalks to building entrances. The formal application will need to indicate the location,width, and materials for the required pedestrian walkway on the project site plan. Parking—The parking regulations require a specific number of off-street parking stalls based on the amount of square footage dedicated to specific uses. However,for this project Parking, Loading and Driveway Standards are not applicable because the change in use is not expected to generate any additional need for parking that was not currently provided (RMC 4-4-080B1 c). Permit Requirements: The proposal would require Environmental (SEPA) Review, Shoreline Review and Administrative Site Plan Approval. The review process would be completed in an estimated time frame of 12 to 16 weeks once a complete application is accepted and assuming no appeals are filed. The application fee would be$2,000, plus$.33 per mailing label required for notification to all property • owners within 300 feet of the site. In addition to the required land use permits,separate construction, building, and sign permits would be required. The review of these permits may occur concurrently with the review of the land use permits, but cannot be issued prior to the completion of any required appeal periods. cc: Jennifer Henning • Pre00-54.doc\ • • RFC Mgy2, D 0 2 FpON�M/ oO ANC ST�9TFC �FNF; MEMORANDUM 410 DATE: 5 A/00 TO: Long Range Planning FROM: Jana Hanson, Development Services Division Director SUBJECT: New Preliminary Application: SVde pAp. LOCATION: L Ion pQR. PREAPP NO. Please review the attached preliminary project plans for consistency with applicable Comprehensive Plan Policies. Pleas submit your written comments to 1-1Pk<ork) no later than 5�I qOO .. Thank you. We will not be able to include comments received after this date in the presentation/summary we prepare for the applicant. Sila- I S a)t�S c.►v �''1nL0`�Maki r �d � - GoyI►'Lc' a 1� . .'",!0 &'O�(C, lsSucs3. rotz- c_ PZ./'N ry • nreann `m'of ►vror� MEMORANDUM MAY 03 2000 ��r�t�►►vCi DIVISION DATE: V /00 TO: Construction Services, Fire Prevention, Plan Review, Project Planner FROM: Jana Hanson, Development Services Division Director SUBJECT: New Preliminary Application: SW,c\le, rp.14 LOCATION: L"t1b 4 �E PREAPP NO. OU— 5 A meeting with the applicant has been scheduled for CA., 00 , Thursday, I\A N 1 jlh in one of the 6th floor conference rooms (new City Hall). If this meeting is scheduled at 10:00 AM, the MEETING MUST BE CONCLUDED PRIOR TO 11:00 AM to allow time to prepare for the 11:00 AM meeting. Please review the attached project plans prior to the scheduled meeting with the applicant. You will not need to do a thorough "permit level" review at this time. Note only major issues that must be resolved prior to formal land use and/or building permit application submittal. Please submit your written comments to -Sf ) 210, (1) at least two (2) days before the meeting. Thank you. b�/00'0 t►.YO�I�h-evf*soh S /)D-1" 4alkIY1 fo Preapp2 .F 0 MAY - 2 2000 - MEMORANDUM CITY OF RENTON FIRE DEPARTMENT DATE: yloo TO: Construction Services, Fire Prevention, Plan Review, Project Planner FROM: Jana Hanson, Development Services Division Director SUBJECT: New Preliminary Application:L\aoN4 cLOCATION: 041 IN1N PREAPP NO. 00 - 5`t A meeting with} the applicant has been scheduled for , O , Thursday, J\J\pI V , in one of the 6thfloor conference rooms (new City Hall).Nif this meeting is scheduled at 10:00 AM, the MEETING MUST BE CONCLUDED PRIOR TO 11:00 AM to allow time to prepare for the 11:00 AM meeting. Please review the attached project plans prior to the scheduled meeting with the applicant. You will not need to do a thorough "permit level" review at this time. Note only major issues that must be resolved prior to formal land use and/or building permit application submittal. trli6Oubmjt- ourwntten`com xients to (2) days before the meeting. Thank you. ,4j e,„i!'1 fYl g415 frg 'col/0 0 Preapp2 op MEMORANDUM � Aft es " DATE: yedfro SOON TO: Construction Services, Fire Prevention, Plan Review, Project Planner FROM: Jana Hanson, Development Services Division Director SUBJECT: New Preliminary Application: Srikp\k \)kfzg LOCATION: 1_;tb -�� ccj PREAPP NO. A meeting with the applicant has been scheduled for GI., , Thursday, j1/1{� j 1�1I1 , in one of the 6th floor conference rooms (new City Hall): If this meeting is scheduled at 10:00 AM, the MEETING MUST BE CONCLUDED PRIOR TO 11:00 AM to allow time to prepare for the 11:00 AM meeting. Please review the attached project plans prior to the scheduled meeting with the applicant. You will not need to do a thorough "permit level" review at this time. Note only major issues that must be resolved prior to formal land use and/or building permit application submittal. Please submit your written comments to -Sff /v 2.00,1„0 at least two (2) days before the meeting. Thank you. %`ppli stiouI(,( iweltzde c1 vl vco kielc `iav✓u7`,vz' ,h lieu -rot j of vcovta,e (efov7 Deft 4 E' U)41ev Quuli7- 7'ecc7/ak ,vc vis/oiii �vt� tuA' lae vekuve4'. Co�HeL7►o � l ?jX/5/14 dfig viic •C 5e1arli4 u>r. 1z2 Gel/o/Ord. 7r ppc 9evIevc,"Coi-, si4oci/c,[ Siwirl%g zv PYi�`] Uz3� Gi/Le — �I�rtycz� Gc6 c/*1 tJ - will 941-104 <kA e/Zfccie 7ul t hci pv�•. l/VG'Z V3/eU Preapp2 EVELOPMENT SERVICES DIVISION WAIVER OF SUBMITTAL REQUIREMENTS FOR LAND USE APPLICATIONS ..:.......................:..:..:.T.::..::..:B:M:I:..:TA.L::..::.:::. .::WAI..V.�D.:: :..�I1.Q[�IFI.E.R................................... :..:::::.::.::::::.:::::...:.: E E ::::::::<:::::::::;::::::.::...:: Calculations, Survey, 1111,11111111>>> > <>>> > ><' > >`><< <> >' ' »<' S< >>>'<< <`'< < »>' Drainage Report 2 f- . (J1J �, NAgeo,ksi,t 9,, 11)1JJ Elevations, Grading 2 Existing Easements (Recorded Copy) 4 1 <>°>' >1511011111 >' 111:1 111.1 111 :1 11: N iA Floor Plans 3 ANo 4 2 4 Grading Plan, Conceptual 2 King County Assessor's Map Indicating Site 4 • Landscaping::Plan:.:C.once tu44.i'.. .: .::...:....:.;...:.>.;:.; Legal Description 4 Llst o . urround n ..P ert wners , • ; >: :; :```;::::> �' :<'': < ; < :;'<' '< > <''<>':<<°''<'::': '' � > :''>:.: «�'>`<��':,:::'`<`�� <' : ;<' :;:`;` Mailing Labels for Property Owners 4 :. Ex isti Site:Co iti� :..a 'of w 1 0 4 d I n s Master Application Form 4 M nument Cards. er:: : :. »> < ;: s` <<' >< > >ii3O `:}''''><> <'> > < > : Parking, Lot Coverage & Landscaping Analysis 4 Postage 4 IA- Title Report or Plat Certificate 4 a c o r 5 ont u Too h M . .. ......................................... ...................................................................... Traffic Study 2 ' N A �✓ Utilities Plan, Generalized 2 :;:'::' ;:: :< ><: Wetlands Planting Plan 4 y • ...... .... ...... DEVE IE 1 ,YSLANNING This requirement may be waived by: CI OFF NTON ,r 1. Property Services Section PROJECT NAME: `i/I Y 7�e2f/ f' Qf'rC 2. Public Works Plan Review Section JUL 0 7 2000 3. Building Section DATE: DATE: 1)/1-toe s I��Lo 4. Development Planning Section r a 9 J h:\division.s\develop.sendev.plan.ing\waiver.xls PROPOSEu SKATEPARK AT LIBERTY PARK co a �QS'�iY//10 MI O •aIII �': • N 8th S\t.. ai o Si "'rsu�''�i `� • a 4I/pgr �oi���r. ai li LI) G:�. -- omiil gui �a ► Jo U I L �;^,��.`11 N 6th St. o N 6tt St. OIL In .v. gigil fa -` gfr BE ■— Er, a _ ,,. . C : C_ — g, A\ OI,,;, ,NLA \ III- _-_- -- Y''A1 ifr a.�$„,w ,.I =A' Irr E.= =.7: -E, = 41.1 .. r( lef ilki - =- -_ - N4thSt.• . \ '/ !! ! 1I! aIIv/ ■ m =nu =- ■= ■■111 , ià \ Airlort Wa I 4W1LI' • = • '.'ilie... 1 -,m.7m=. .- ___, ♦ \ rw ■■ ■o ■ — . I F , _ k PROJECT SITE N Cn :M ' Ti91/1. %le _ S2nbSt — `' NI � !4 h\iiiii, -a+ 1- II ■ III •.. mi. ■ / 1p II == =II IPP__ Amr........ ...:1•Laikto. IIMM" /11- ' Ill°1/4.--Iglikill11111101)1<.c.. 1-SPcy .. V EM - J 1 II! — in 1' I .� -- > ar kgibb I-- G id ag -� c Cy = - -41%, im =NU Ei_ ■/!i V�o _ MI 106 i O 1 �'liE i / _ imilim 1 no S — A► Neighborhoods & Strategic Planning ED/N/SP Site boundary kvQ O. Dennison 'r. y4. 29 December 1999 0 1 ,0 0 0 2,000 • 1 : 12,000 Project: Skatepark at Liberty Park Size: 28,185 Square Feet (including landscaped areas) Total Impervious Area: 10,083 Square Feet [DEW ^n"__ Location: Henry Moses Pool Site at Liberty Park PROJECT NARRATIVE �, V ® The City of Renton's Community Services Department is proposing the construction of a skatepark in the southeast portion of Liberty Park, 1400 Houser Way NE in downtown Renton, at the former Henry Moses Swimming Pool site. The proposed site area, approximately 100 feet from the Cedar River's ordinary high water line at the shortest distance, is also located in Aquifer Protection Area (APA Zone 1) and the Seismic Sensitive (High Hazard) Area. For approximately 25 feet from the river's ordinary high water line, the bank is very steep and vegetated. The next 15 feet is steep with retaining walls. The remaining 60' to the edge of the project site from the river may be characterized as flat to gently sloping. Soils are generally unconsolidated silty sands. Liberty Park is an existing 12.6 acre public park with sports fields and courts, tennis courts, play area, picnic areas, open lawn areas and the former swimming facility as well as support facilities including restrooms, paved parking lots, and pathways. The Park and surrounding area is zoned CA (P) and is designated "Employment Area Commercial" on the City's Comprehensive Plan Map. The proposed skatepark will be constructed of reinforced concrete on. structural fill. The structural fill will be recycled from the previously permitted Highlands Annex project site. This facility will be constructed in the vicinity of the Henry Moses Pool /Wading Pool and Bathhouse. The previously permitted pool demolition project will coincide with the skatepark construction to take advantage of the pool basin for skatepark bowls and any other below-grade features. The size of the new skatepark with concrete connecting pathways is approximately 10,083 square feet or about 36% of the total pool site (including existing concrete decking and the bathhouse). Remaining areas surrounding the skatepark will be brought up to surrounding grades with fill material from the Highlands Annex Project and topsoiled and seeded. Where grassed berms are constructed to match skatepark grades, these areas will slope back to existing grades. All surrounding non-concrete areas affected by the project will be lawn or landscaped areas. The intended use for this facility is for recreational purposes and will not change with completion of the project. No other improvements are proposed as part of this project. Existing utilities will remain connected where necessary and the existing storm drainage system will be utilized for skatepark drainage. No disturbance to existing off-site utilities is projected. A portion of the existing parking area adjacent to the project site may be utilized as Contractor's staging area and job shack during construction, but will be restored to existing condition at the completion of work. Disruption to the parking area should be minimal. Vegetation removal from the site is limited to sod stripping in small areas affected by the construction. These will be restored to lawn areas as part of the project. The estimated construction cost for this project is approximately $130,000. DEVELOpmarr PL!',NNinvp CITY of RL:Afl O+v JUL 0 7 2000 RkCUIVED SKATEPARK:PROJECT NARRATIVE Project: Skatepark at Liberty Park Project Area: 28,185 Square Feet Total Park Area: 548,856 Square Feet Existing Impervious Surface: 28,185 Square Feet Proposed Impervious Surface: 10,080 Square Feet Proposed Landscaped Area: 18,102 Square Feet DRAINAGE NARRATIVE The proposed storm drainage piping will utilize the existing 8" pool drain outlet. The stormwater from the skatepark will be collected in the floor drains at the two low points on the site. The north drain* will connect to approximately 66 linear feet of 8" PVC discharging to the south drain. The south drain* will connect to approximately 67 linear feet of 8" PVC discharging to the existing pool drain. The existing pool drain discharges to the Cedar River via 8" concrete tile pipe. The proposed concrete walkways* will be sloped to the north. Stormwater runoff generated from the walkways will be absorbed in the existing and proposed grassed areas. Quantities of stormwater generated from the proposed skatepark are -expected to be less than that generated by the current use of the site. No major changes are anticipated in the existing city stormwater system as a result of this project. *Refer to Grading and Drainage Plan DEVELOPMENT PLANNING CITY OF RENTON JUL 0 7 2000 CONSTRUCTION MITIGATION DESCRIPTION Project: Skatepark at Liberty Park • Proposed Construction Dates (Approximate): September 2000—January 2001 • Hours of Operation: Generally limited to normal weekday business hours, approximately 7:00 AM to 5:00 PM. Extended weekday or weekend hours for construction activities will be permitted for special circumstances, but subject to City of Renton approval. • Proposed Hauling/Transportation Routes: Most equipment and materials for construction will access the site from Houser Way NE. • Construction Mitigation Measures: During construction, temporary fences will be installed or current fencing utilized where practical to protect the safety of the public. If necessary, the Contractor will be required to apply water to the site to control dust. A silt fence will be required at the south end of the project site running parallel to the Cedar River. Any potentially impacted catch basins will be properly protected from silt and foreign material utilizing Best Management Practices. The construction entrance will be limited to the paved parking lot directly north of the site off Houser Way NE. Road closures will not be necessary as there are no right-of-way improvements. Traffic and noise impacts will be minimized by limiting construction activities to normal business hours as noted above. DEVELOPMENT PLANNING CITY OF RENTON JUL 0 7 2000 SKATEPARK CONSTRUCTION MITIGATION DESCRIPTION Environmental Checklist A. BACKGROUND 1. Name of proposed project, if applicable: • Renton Skatepark 2. Name of applicant: • City of Renton 3. Address and phone number of applicant and contact person: • City of Renton City Hall, 5th Fl, Community Services 1055 South Grady Way Renton WA 98055 Contact:Lesley Wiscomb, Capital Project Coordinator. Ph:425 430 6617 4. Date checklist prepared: • 26 June 2000 5. Agency requesting checklist: • City of Renton 6. Proposed timing or schedule (including phasing, if applicable): • Construction: September—December, 2000;Approximately 120 calendar days. Note: Construction of the skatepark will be combined with two other projects previously permitted: (1) Highlands Annex Demolition & Improvements; (2) Henry Moses Pool & Bathhouse Demolition and Improvements 7. Do you have any plans for future additions, expansion, or further activity related to or connected with this proposal? If yes, explain. • Possibly. Should funds become available, we may wish to add lighting to this facility at a future date. 8. List any environmental information you know about that has been prepared, or will be prepared, directly related to this proposal. • Geotechnical Report for the Henry Moses Pool prepared May 1995 by Terra Associates, Inc. for the ORB Organization on behalf of the City of Renton. • Geotechnical Engineering Services for the Proposed Demolition of Henry Moses Swimming Pool and Bathhouse prepared March 21, 2000 by Bergquist Engineering Services for the City of Renton. • AHERA Good Faith Asbestos Survey", lead paint investigation, and PCB assessement for the Henry Moses Pool Facility prepared April 7, 2000 by Prezant Associates, Inc. for the City of Renton. 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 known. 10. List any governmental approvals or permits that will be needed for your proposal, if known. • Shoreline Substantial Development Permit, • Administrative Site Plan Approval—City of Renton Development Services Division, • Construction Permit, • Building• Sign Permit.Permit, ®E P OF R�,�O1�NING O 3UL ® i 2OO Environmental Checklist 11. Give brief, complete description of your proposal, including the proposed uses and the size of the project and site. • The proposed project is the construction of the cast-in-place reinforced concrete skatepark in the southeast portion of Liberty Park, 1400 Houser Way NE in downtown Renton. This facility will be constructed in the vicinity of the Henry Moses Pool / Wading Pool and Bathhouse which are slated for demolition under the same project and have been previously permitted by Development Services. In the 12.6 acre park, the size of the new skatepark with concrete connecting pathways is approximately 10,083 square feet or about 36% of the total pool site (including exisitng concrete decking and the bathhouse). It is proposed that after the below- grade pool facilities are demolished and filled, the skatepark will be sited to take advantage of these previously-excavated areas. Remaining areas surrounding the skatepark will be brought up to surrounding grades with fill material from the Highlands Annex Project and topsoiled and seeded. Where grassed berms are constructed to match skatepark grades, these areas will slope gently back to existing grades. All surrounding non-concrete areas affected by the project will be restored to lawn areas or landscaped areas. The intended use for this area is for recreational purposes and will not change with completion of the project. 12. Location of the proposal. Give sufficient information for a person to understand the precise location of your proposed project, including a street address, if any, and section, township, and range if known. If a proposal would occur over a range of area, provide the range or boundaries of the site(s). Provide a legal description, site plan, vicinity map, and topographic map, if reasonably available. While you should submit any plans required by the agency, you are not required to duplicate maps or detailed plans submitted with any permit applications related to this checklist. • The project site is in the southeast portion of Liberty Park, 1400 Houser Way NE, Renton, WA. The Park is in Section 17, Township T23N, Range R5E. The project site within the Park is bounded on the north side by a paved parking lot, on the east by Houser Way NE, on the south by Renton Water District's Pump House and an area leading down a bank to the Cedar River, and on the west by a chidren's play area and ball field in the Park. B. ENVIRONMENTAL ELEMENTS 1. EARTH a. General description of the site (circle one); flat, rolling, hilly, steep slopes, mountainous or other. • Other. Site includes man-made facilities including swimming and wading pools, surrounding concrete pool decks, and a bathhouse. b. What is the steepest slope on the site(approximate percent slope?) • 2-3%slope for the at-grade areas. 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. • Generally loose silty sands. d. Are there surface indications or history of unstable soils in the immediate vicinity? If so, describe. • The site is underlain by loose, silty, fine sands wich have consolidated over time and caused slab cracking in the PooL During skatepark construction, these soils will need to be excavated and replaced as necessary to uniform depth with imported structural fill. 3 Environmental Checklist e. Describe the purpose, type, and approximate quantities of any filling or grading proposed. Indicate source of fill. • Filling is proposed to bring areas of the skatepark to the correct elevation before crushed rock base and reinforced concrete are placed. Fill quantity will vary by area, depending upon the height or depth of the skatepark obstacle being constructed. The quantity of fill is estimated to approximately 2,700 cubic yards. Source of the fill is the cut areas at the Highlands Annex property, 754 Edmonds Ave NE, Renton. Demolition on that property is expected to run concurrently with this project to utilize excess cut which has been determined to be suitable as structural fill for the skatepark. • Grading will take place around the skatepark. Areas adjacent to the perimeter concrete staging or waiting areas, will be bermed and gently graded to eventually achieve the surrounding existing gradients. f. Could erosion occur as a result of clearing, construction, or use? If so, generally describe. • No. g. About what percent of the site will be covered with impervious surfaces after project construction (for example, asphalt or buildings)? • While impervious areas presently cover 95% - 100% of the site, it is anticipated that impervious areas will cover 35-40% of the site after skatepark construction. h. Proposed measures to reduce or control erosion, or other impacts to the earth, if any: • Best Management Practices will be implemented during construction, including installation of silt fence on the south side of the site (Cedar River side), and protection for all existing catch basins and manholes(downstream). • Excavation support systems may also be required. 2. AIR a. What types of emissions to the air would result from the proposal (i.e., dust, automobile, odors, industrial wood smoke) during construction and when the project is completed? If any, generally describe and give approximate quantities if known. • During construction, dust and emmissions from construction equipment are anticipated. After project completion, none are anticipated. b. Are there any off-site sources of emission or odor that may affect your proposal? If so, generally describe. • No. c. Proposed measures to reduce or control emissions or other impacts to air, if any: • None. 3. WATER a. Surface Water: 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. • Yes. The Cedar River is approximately 100 feet south of the project site at its closest point. This river flows into Lake Washington. 4 Environmental Checklist 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. • Yes. Landscaped areas (grassed) associated with the skatepark will be constructed approximately 100 feet from the Ordinary High Water Mark of the Cedar River. This work has been previously permitted under the Pool Demolition Project. It is anticipated that the skatepark will be constructed approximately 120 feet from the Ordinary High Water Mark of the Cedar River. 3) Estimate the amount of fill and dredge material that would be placed in or removed from surface water or wetlands and indicate the area of the site that would be affected. Indicate the source of fill material. • Not applicable. Surface water and wetlands will not be affected by this project. 4) Will the proposal require surface water withdrawals or diversions? Give general description, purpose, and approximate quantities if known. • No surface water withdrawals or diversions are expected. 5) Does the proposal lie within a 100-year flood plain? If so, note location on the site plan. • No. 6) Does the proposal involve any discharges of waste materials to surface waters? If so, describe the type of waste and anticipated volume of discharge. • No. b. Ground Water: 1) Will ground water be withdrawn, or will water be discharged to ground water? Give general description, purpose, and approximate quantities if known. • No ground water withdrawal or water discharges to the ground water are anticipated. Ground water was not encountered in any of the borings performed during geotechnical analysis. 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. • None. c. Water Runoff(including storm water): 1) Describe the source of runoff (including storm water) and method of collection and disposal, if any (include quantities, if known). Where will this water flow? Will this water flow into other waters, If so, describe. • Storm water source is expected to be rainfall and its flow is not expected to change. Storm water from the below-grade concrete surfaces will be collected and discharged to the existing storm water system. Storm water from the at-grade or above-grade concrete surfaces will be discharged either into yard drains connected to the exisitng storm water system or will drain to lawn and landscaped areas or will drain to the skatepark below grade drains. Quantities of storm water have not been calculated but are expected to be less than that presently discharged into the system. No major changes are anticipated in the existing City storm water sewer system as a result of this project. 5 Environmental Checklist 2) Could waste material enter ground or surface waters? If so, generally describe. • No. d. Proposed measures to reduce or control surface, ground, and runoff water impacts, if any: • Grassed areas proposed around the perimeter of the skatepark which should reduce impacts from the large expanses of concrete that presently exist. Site grading will be performed to control runoff from high to lower grassed areas. The existing City storm water sewer system supplemented with new drainage connections will control runoff in impervious areas. 4. PLANTS a. Check or circle types of vegetation found on the site: deciduous tree: alder, maple, aspen, other evergreen tree: fir, cedar, pine, other shrubs X grass pasture crop or grain wet soil plants: cattail, buttercup, bullrush, skunk cabbage, other water plants:water lily, eel grass, milfoil, other other types of vegetation b. What kind and amount of vegetation will be removed or altered? • Grass may be removed at project site perimeter, but is expected to be restored as part of the contract work. c. List threatened or endangered species known to be on or near the site. • None known except salmon in the Cedar River during spawning season. d. Proposed landscaping, use of native plants, or other measures to preserve or enhance vegetation on the site, if any: • Existing impervious areas not utilized for concrete construction for the skatepark or its accessways will be appropriately landscaped with grass or plant beds as part of this project 5. ANIMALS a. Circle any birds and animals which have been observed on or near the site or are known to be on or near the site: Birds: hawk, heron, eagle, songbirds, other Mammals: deer, bear, elk, beaver, other squirrels Fish: bass, salmon, trout, herring, shellfish, other b. List any threatened or endangered species known to be on or near the site. • None known on the site. Salmon have been present in the Cedar River during spawning season. c. Is the site part of a migration route? If so, explain • No. 6 Environmental Checklist d. Proposed measures to preserve or enhance wildlife, if any: • Filter fences,straw bales, and necessary sediment/erosion control measures will be placed/implemented as necessary to preserve and protect water quality for 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. • None. b. Would your project affect the potential use of solar energy by adjacent properties? If so, generally describe: • No. c. What kinds of energy conservation features are included in the plans of this proposal? List other proposed measures to reduce or control energy impacts, if any: • None. 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. • None known. 1) Describe special emergency services that might be required. • Not applicable. 2) Proposed measures to reduce or control environmental health hazards, if any: • None. b. Noise 1) What types of noise exist in the area which may affect your project (for example: traffic,, equipment, operation, other)? • None. 2) What types and levels of noise would be created by or associated with the project on a short-term or a long-term basis (for example: traffic, construction, operation, other)? Indicate what hours noise would come from the site. • Short-term construction equipment noise will occur, generally between 7:00 am and 5:00 pm. • On a long-term basis, noise associated with skateboarding and in-line skating may come from the site, but levels are expected to be well under those of the adjacent l- 405 Freeway. 3) Proposed measures to reduce or control noise impacts, if any: • Construction noise will be limited to normal construction hours, 7:00 am to 5:00 pm, Monday through Friday. 7 Environmental Checklist 8. LAND AND SHORELINE USE a. What is the current use of the site and adjacent properties? • The site, a former public swimming facility for recreational use, is currently closed to the public. The adjacent property is Liberty Park, a multi-use recreational facility. b. Has the site been used for agriculture? If so, describe. • No. c. Describe any structures on the site. • Bathhouse: a one-story facility with restrooms, changing rooms, showers, and office space, approximately 70'x 35'. • Swimming Pool:a concrete inground structure approximately 120'x 60'. • Pumphouse and Access Stairs: a structure located below the pool which houses pipes, sand filters, and various mechanical equipment for the pooL • Wading Pool:a concrete shallow pool, approximately 25'square. d. Will any structures be demolished? If so,what? • Yes, all structures described in 8. c. above are to be demolished and/or buried. This project has been previously permitted as the Henry Moses Pool & Bathhouse Demolition &Improvements Project. e. What is the current zoning classification of the site? • CA (P) (Commercial Arterial) f. What is the current comprehensive plan designation of the site? • Employment Area Commercial g. If applicable,what is the current shoreline master program designation of the site? • Urban. h. Has any part of the site been classified as an "environmentally sensitive" area? If so, specify. • The site is located in the Aquifer Protection Area (APA Zone 1). It is also listed as seismic sensitive(high hazard). Approximately how many people would reside or work in the completed project? • Only City maintenance personnel would work at the site on an as necessary basis. No one would reside at the site. j. Approximately how many people would the completed project displace? • None. k. Proposed measures to avoid or reduce displacement impacts, if any: • Not applicable. I. Proposed measures to ensure the proposal is compatible with existing and projected land uses and plans, if any: • The construction of a skatepark at this site is compatible with existing public recreation land use. A public review and comment process was completed for the design and location of this facility. 8 • Environmental Checklist 9. HOUSING a. Approximately how many units would be provided, if any? Indicate whether high, middle, or low-income housing. • Not applicable. b. Approximately how many units, if any, would be eliminated? Indicate whether high, middle, or low-income housing. • Not applicable. c. Proposed measures to reduce or control housing impacts, if any: • Not applicable. 10. AESTHETICS a. What is the tallest height of any proposed structure(s), not including antennas; what is the principal exterior building material(s) proposed. • The tallest height of an obstacle within this facility is expected to be 6 feet above existing grade and constructed of reinforced concrete. b. What views in the immediate vicinity would be altered or obstructed? • Altered views are anticipated, as the site is presently a swimming pool and bathhouse. • Generally, obstructed views will be minimal, as no obstacle will exceed 6 feet in height and views into the site will be improved with the demolition of the bathhouse. c. Proposed measures to reduce or control aesthetic impacts, if any: • Plant material will be added to soften the effects of the concrete skatepark where necessary and screen views if appropriate. 11. LIGHT AND GLARE a. What type of light or glare will the proposal produce? What time of day would it mainly occur? • No light or glare is anticipated. b. Could light or glare from the finished project be a safety hazard or interfere with views? • No. c. What existing off-site sources of light or glare may affect your proposal? • None. d. Proposed measures to reduce or control light and glare impacts, if any: • None. 12. RECREATION a. What designated and informal recreational opportunities are in the immediate vicinity? • The Park encompassing the site provides facilities for ball games, play, basketball, tennis, and informal recreational opportunities. 9 • Environmental Checklist b. Would the proposed project displace any existing recreational uses? If so, describe. • No, since the pool has been permanently closed, swimming is no longer a recreational use at this Park. c. Proposed measures to reduce or control impacts on recreation, including recreation opportunities to be provided by the project or applicant, if any: • The project will provide a facility for a new recreational opportunity in the community— skateboarding and in-line skating. • In addition, part of the site will be grassed and may provide opportunities for informal recreational activities. 13. HISTORIC AND CULTURAL PRESERVATION a. Are there any places or objects listed on, or proposed for, national state, or local preservation registers known to be on or next to the site? If so, generally describe. • None known. b. Generally describe any landmarks or evidence of historic, archaeological, scientific, or cultural importance known to be on or next to the site. • None known. c. Proposed measures to reduce or control impacts, if any: • Not applicable. 14. TRANSPORTATION a. Identify public streets and highways serving the site, and describe proposed access to the existing street system. Show on site plans, if any. • The site is served from Houser Way NE, a designated N-S bound truck route. Several E-W truck routes are nearby. b. Is site currently served by public transit? If not, what is the approximate distance to the nearest transit stop? • Yes. A bus stop is within walking distance of the project site area. c. How many parking spaces would the completed project have? How many would the project eliminate? • The project will neither create nor eliminate parking spaces. It is anticiapted that participants driving to the facility will utilize the parking lot adjacent to the project site. A portion of this parking lot was formerly allocated to the Henry Moses Swmming Pool Facility and sufficient existing parking is anticipated. d. Will the proposal require any new roads or streets, or improvements to existing roads or streets, not including driveways? If so, generally describe (indicate whether public or private? • No. e. Will the project use (or occur in the immediate vicinity of) water, rail, or air transportation? If so, generally describe. • No. f. How many vehicular trips per day would be generated by the completed project? If known, indicate when peak volumes would occur. • It is anticipated that most users will arrive at the facility by foot or by bus and vehicular trips will be minimal. 10 Environmental Checklist g. Proposed measures to reduce or control transportation impacts, if any: • No transportation impacts are anticipated. 15. PUBLIC SERVICES a. Would the project result in an increased need for public services (for example: fire protection, police protection, health care, schools, other)? If so, generally describe. • No increased needs for public services are anticipated. b. Proposed measures to reduce or control direct impacts on public services, if any. • Not applicable. 16. UTILITIES a. Circle utilities currently available at the site: electricity, natural gas, water, refuse service, telephone, sanitary sewer, septic system, other. b. Describe the utilities that are proposed for the project, the utility providing the service, and the general construction activities on the site or in the immediate vicinity which might be needed. • Electricity for future connections are proposed: conduits and junction boxes may be installed to in this project so lighting may be added in a future phase of work. Puget Sound Energy provides electrical service. • Water it is anticipated that both potable water for a drinking fountain and irrigation water for plant material will be part of this project. Water is provided by the City of Renton. • Telephone: it is anticipated that a pay telephone will be installed as part of this project. Telephone service is provided by US West. • Refuse Service:collection of refuse in the skatepark area will be added to the route of regular collection spots iwithin Liberty Park. C. SIGNATURE I, the undersigned, state that to the best of my knowledge the above information is true and complete. It is understood that the lead agency may withdraw any declaration of non-significance that it might issue in reliance upon this checklist should there be any willful misrepresentation or willful lack of full disclosure on my part. Proponent: ell ...1( e!�`y Name Printed: Lesley A.Wiscomb Capital Project Coordinator, Community Services Date: ,30 loop 11 GEOTECHNICAL REPORT Henry Moses Pool Liberty Park rigi Renton, Washington Project No. T-2832 ' R Terra Associates, Inc Prepared for: The ORB Organization 1111 Renton, Washington RI May 5, 1995 111 DEVELOPMENT PLANNING . . CI OF R . JUL 0 7 2 TERRA ASSOCIATES Inc. Consultants in Geotechnical Engineering, -�-..r . Geology f• ` � and Environmental Earth Sciences May 5, 1995 Project No.T-2832 Mr. Rick Charbonneau The ORB Organization 607 SW Grady Way, Suite 210 Renton,Washington 98055-2977 Subject: Geotechnical Report Henry Moses Pool Liberty Park Renton,Washington Dear Rick: As requested, we have conducted a geotechnical study for the subject project. The purpose of our study was to determine the possible cause of differential settlements of. the pool and concrete decking and to provide recommendations for mitigation or repair. Our field exploration indicates the site is generally underlain by loose fine sands comprised of both fill and natural deposits that extend up to 16 feet below existing site grades. Beneath these loose fine sands,all of our test borings encountered and were terminated within dense gravels. In our opinion,the current distortional movement has been caused by consolidation of the loose supporting soils, which has been aggravated by pool leakage. The pool leakage likely developed after initial settlement caused cracks in the pool and joint separation. The downward passage of water from leaks in the pool would cause additional consolidation of the sands, resulting in further settlements and consequently, larger cracks and water loss. We also evaluated the possibility that pumping from adjacent water production wells caused some or all of the damage. Based on our study,it does not appear that operation of the groundwater production wells has had any significant effect on the pool structure or performance. We appreciate the opportunity to be of service to you during this phase of the Henry Moses Pool project and look forward to working with you during the final mitigation design and Construction phases. We trust the information presented in this report is sufficient for your current needs. If you have any questions or need additional information,please call. Sincerely yours, • TERRA ASSO J.' •'s P.E. Prin €,..1" • �;.� � �e 'err TJS:tm 12525 Willows Road, Suite 101, Kirkland, Washington 98034 • Phone (206) 821-7777 '! • `` TABLE OF CONTENTS Page 1.0 Project Description 1 2.0 Scope of Work 1 3.0 Site Conditions 2 3.1 Surface 2 3.2 Soils 2 3.3 Groundwater 3 4.0 Discussion 3 4.1 General 3 5.0 Recommendations 4 6.0 Additional Services 5 7.0 Limitations 5 Figures • Vicinity Map Figure 1 Exploration Location Sketch Figure 2 Generalized Section Figure 3 Unified Soil Classification System Figure 4 Boring Logs Figures 5 through 8 Grain Size Analyses Figures 9 through 13 Appendix Field Exploration and Laboratory Testing Appendix A • • (i) • h L. Geotechnical Report Henry Moses Pool Liberty Park Renton, Washington 1.0 PROJECT DESCRIPTION The Henry Moses Pool was constructed in about 1953. The pool has a concrete wall with a finished pool coating of epoxy paint. It is reported that excessive leaks have developed in the pool and that settlements of the pool and surrounding concrete decking have occurred. Observations made by City of Renton staff indicate that • the pool has been losing up to eight inches of water in one day. Visual observations indicate that the pool has settled differentially. The concrete decking around the pool has also settled as much as six inches. Our visual observations indicate that the settlement may be greatest in the central to western portions of the shallow, northern end of the pool. Differential settlements of up to two inches are clearly visible. The City recently conducted surveys to determine zones of leakage from the pool. The survey concluded that extensive seepage was occurring through joints within the pool floor and walls, and at numerous cracks that have developed as a result of total and differential settlements. Finally, City representatives told us that the settlements appear to have occurred in the past eight years. We have not reviewed any construction plans or engineering plans prepared for the original pool or any • remodeling of the pool. No engineering reports for the pool have been submitted to us. • 2.0 SCOPE OF WORK On April 10 and 11, 1995, we advanced four test borings to depths of 19 feet below existing surface grades. Using the information obtained from the subsurface exploration, we performed analyses to determine the most likely cause of the settlements and to develop geotechnical recommendations for project remediation. Specifically,this report addresses the following: • Soil and groundwater conditions . • .. • Probable causes of the settlements • Pool remediation alternatives May 5, 1995 Project No.T-2832 3.0 SITE CONDITIONS 3.1 Surface The project site is located in Liberty Park near City Hall in Renton, Washington. The approximate location of the site is shown on the Vicinity Map, Figure 1. Figure 2 shows the existing layout of the swimming pool facility. In general, the pool is located near the southeast corner of Liberty Park. The Cedar River is located approximately 120 feet south of the south edge of the pool. The elevation of the Cedar River at the time of our field work was about 20 feet below the elevation of the pool deck. A pump house/water treatment facility is between the Cedar River and the swimming pool. This facility is part of the City of Renton water supply. Within the pump house are three wells up to 100 feet deep. A second pump house was formerly located west of the existing pump house for an earlier water supply source. As shown on Figure 2, the pool facility consists of a swimming pool with plan dimensions of 60 feet by 120 feet. The southern portion of the pool has a water depth of ten feet. The shallow end of the pool has a minimum water depth of three feet. Surrounding the pool is a pipe crawl space. The floor of the crawl space is concrete • and has an elevation that matches the depth of the pool. • Evidence of settlement is manifested in cracks in the pool decking above the pool and in water marks around the edge of the pool walls that correspond with the water level when the pool is full. At the time of our study, the pool was empty and had not been pressure-washed or painted for the 1995 summer season. East of the pool,is a single-story pool house of concrete block construction. No evidence of excessive settlements were noted at the time of our study. No reports of settlements were made to us. The pool deck consists of concrete slabs-on-grade and above the pipe crawl space, structural slabs. The pool decking northeast of the pool had been removed and replaced within the past several years due to extensive cracking. No new cracks were observed in that area. Elsewhere, the slab-on-grade portions of the pool deck had numerous cracks. The crack density is the highest near the northwest corner of the pool. None of the cracks had excessive vertical or horizontal offsets. • 3.2 Soils The Boring Logs, Figures 5 through 8, present more detailed descriptions of the subsurface conditions encountered in the borings. The approximate boring locations are shown on Figure 2. Figure 3 shows the anticipated stratigraphy beneath the site based on the soils encountered in the test borings. In general, the pool site is underlain by loose, silty, fine sands that extend to 15 feet below existing grade. Beneath these loose surficial soils, all of the borings encountered and were terminated within a dense gravel deposit. The upper portions of the loose sands are fills placed to backfill the original pool structure. The fills appear to consist of native soils from the pool excavation. In Boring B-4, we encountered a layer of loose to medium stiff silts within the loose sands. Page No.2 x May 5, 1995 Project No.T-2832 All of the soils encountered in our test borings are recent alluvium deposited by the Cedar River. The upper loose sands are overbank floodplain deposits from the Cedar River prior to the channelization and lowering of Lake Washington that occurred early in this century. 3.3 Groundwater No groundwater seepage was encountered in any of our test borings. We encountered wet saturated soils immediately beneath the slab at Boring B-1; however, this boring was drilled adjacent to an area where the slab was heavily cracked and the surface water drain at that point had been blocked with leaf debris. The saturation was likely due to infiltration of surface water,not groundwater. Based on review of groundwater well logs for the adjacent City of Renton well field in the site vicinity,the wells are screened 60 to 80 feet below the current surface grade. The static water level in the adjacent production wells is about 27 feet below grade. Test pumping indicates that drawdowns are about four to six feet. 4.0 DISCUSSION 4.1 General Based on our study, it is our opinion that the current pool cracking and joint separation has been a progressive failure caused initially by settlement of the loose supporting sands. It is likely that these initial settlements caused minor cracking and joint separation, which initiated leaks from the pool. As water from the leaks infiltrated through the supporting soils,it caused additional consolidation of the soils,which then reflected to the surface in the form of additional slab cracking,pool cracking, and joint separation. As the pool cracks and joint separation became larger,the volume of water lost also increased. As noted earlier, the observed settlements are greater in the shallow end of the pool. We believe this is because the loose sand deposits are thicker in this end of the pool because construction of the deep end excavated much of this loose native material from below the construction. We reviewed construction details for the existing well field immediately south of the swimming pool. The information included a shallow monitoring well located approximately 200 feet west of the southwest corner of the pool. The static water levels measured in the three production wells and the monitoring well are about 27 feet below existing grades. The drawdown due to operation of the production wells would all be within the denser gravels • and alluvial soils encountered 15 to 17 feet below existing grades in the pool area. These dense alluvial soils would not be susceptible to significant densification due to dewatering of the soils due to well drawdowns. The • reported drawdowns in the production wells are about four to five feet. In addition, prior to construction of the existing wells, a pre-existing production well field was present in the immediate vicinity of the swimming pool. Based on the observed site conditions and our review of logs for the new water wells, it is our opinion that the production wells did not cause the settlements at the Henry Moses Pool. • Page No. 3 `.- May 5, 1995 Project No.T-2832 5.0 RECOMMENDATIONS Based on our study, it is our opinion that any retrofit of the pool will require densification of the soils to prevent future settlements. The method of densification used will depend on whether the existing pool facility will be remodeled or demolished and completely rebuilt. If the pool facility will be demolished and rebuilt, we recommend improving the supporting condition of the soils using an excavate and refill procedure. Once the pool structure has been removed, existing soil conditions should be excavated to a depth equivalent to the existing deep end of the pool. This will require excavations of ten feet beneath the exterior deck slabs,which will reduce to excavation depths of three to seven feet below the existing pool. At this level, the exposed soils should be compacted in place using heavy laboratory compaction equipment. Once densification at this level is complete, the excavated soils can be reused as a structural fill placed and compacted to the desired construction elevations. The soil should be placed in uniform loose layers not exceeding 12 inches and compacted to a minimum of 95 percent of their maximum dry density as determined by ASTM Test Designation D-698(Standard Proctor). Our study noted that the sands are silty and are in a wet field condition. To use these soils as a structural fill, it will be necessary to dry them back to a moisture content which will allow proper placement and compaction. To accelerate the drying process,you can also consider using an additive such as cement or lime. Also,with the existing soils reused,it will be necessary for construction to take place during the dry summer months. If it is not possible to coordinate construction to occur during the dry summer months, or if drying back of the soils or amending them is not feasible, it will be necessary to import a granular structural fill. We recommend that this imported material meet the following grading requirements: U.S.Sieve Size Percent Passing 3 inches 100 #4 75 maximum #200 5 maximum* *Based on the 3/4 inch fraction • Prior to use,we should examine and test all proposed structural fills prior to importing them to the site. If the existing facility will be remodeled, densification of the supporting soils can be accomplished by a procedure called compaction grouting. Compaction grouting is the injection of a cement grout under pressure into the supporting soils, which by virtue of the injection pressure displaces and compresses the in-place soils, thereby increasing their field density. In conjunction with the compaction grouting, existing cracks and separated joints can also be sealed using an injection process. These services would be performed by a specialty contractor. If you select this method of mitigation, we can help you retain a specialty contractor and can work with them to develop a remediation plan. • Page No.4 May 5, 1995 Project No.T-2832 6.0 ADDITIONAL SERVICES Terra Associates, Inc. should provide final recommendations for the two options discussed above. Specific criteria and recommendations for either option can then be discussed and be presented. Other options may be available. We will be pleased to discuss any options that you may consider in addition to the options presented above. 7.0 LIMITATIONS We prepared this report in accordance with generally accepted geotechnical engineering practices. This report is the property of Terra Associates, Inc. and is intended for specific application to the Henry Moses Pool project. 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VICINITY MAP HENRY MOSES POOL 1 ASSOCIATES RENTON, WASHINGTON 1 Geotechnical Consultants Proj. No. 2832 [ Date 4/95 I Figure 1 ♦F • W N • Z W m • A B-1 8-2 B-3 8-4 A' I tmtm CRAWL • tmtm CRAWL_ • SPACE SPACE �,� FILL? ALL? FILL? • ? ` SILTS • — LOOSE SILTY FINE SANDS LOOSE SILTY FINE SANDS ? ? ? DENSE SANDY GRAVEL . • DENSE SANDY GRAVEL • APPROXIMATE SCALE: 1 INCH = 10 FEET • II GENERALIZED SECTION ,,..,.•',,'• TERRA HENRY MOSES POOL I ASSOCIATES RENTON, WASHINGTON • ' otechnical Consultants Proj. No. 2832 Dote 4/95 Figure 3 1.1 • 4 • I I -FENCE (TYPICAL) A �' ^ N B-4 X r ,� • UTILITY CRAWL. SPACE 3 X • II NOMINAL 1 ^ I. X I POOL \ II. • v J01( )ON (��IIRTHS) ^ I ^ NEWER SLAB ON GRADE IN rI - THIS "X X 1 \ APPROXIMATE SCALE I " 20 — 0 20 40 feet v I. es I I ^B-3 \ V_ a X X B-2 t�lpp / X • lI W X N Y �iiii/iiJriiiiiiii LEGEND: APPROXIMATE BORING LOCATION i g . B-1 i r i , SECTION LINE (SEE FiGURE 3) ^ A i A O O t .Y • 1 _ j POOL BUILDING I ^ . i(OFFlCE, SHOWERS, ETC. i ^ 10 10 j i i MECHANICAL ROOM i X (BASEMENT) i X )( )( )( )( X X X X )E )( iiiiii"/"iiiii// I I I EXPLORATION LOCATION SKETCH I � TERRA HENRY MOSES POOL • �� ;irwas ASSOCIATES RENTON, WASHINGTON • Geotechnical Consultants Proj. No. 2832 Oate 4/95 Figure 2 j MAJOR DIVISIONS LETTER GRAPH TYPICAL DESCRIPTION I SYMBOL SYMBOL I 4 •" p."0 Well-graded gravels, gravel-sand mixtures, little GRAVELS Gravels GW �•Q"r• . or no fines. 1 Cti J bn ai More than (less than GP Poorly-graded gravels, gravel-sand mixtures, little _ N 5% fines) ' or no fines. p rn 50% of coarse . U) o fraction .is GM Silty gravels, gravel-sand-silt mixtures, non p m ct larger than No. Gravels , plastic fines. i z co E N 4 sieve. with flees GC %' A Clayey gravels, gravel-sand-clay mixtures, plastic :Tr o •':•:.....:'..44 fines. CD Lcsj N SANDS Clean SW iiIiiinglaga Well-graded sands, gravelly sands, little or Sands no fines. More than (less finesn SP Poorly-graded sands or gravelly sands, little 50% of coarse ) or no fines. O o fraction is ;`< <`` smaller than SM si,i Silty sands, sand-silt mixtures, non-plastic fines. No. 4 sieve. Sands € ` '.... lwith fines SC f ry l Clayey sands, sand-clay mixtures, plastic fines. Inorganic silts and very fine sands, rock flour, silty or U) N SILTS AND CLAYS ML clayey fine sands or clayey slits with slight plasticity. ' (11 u) f0 0 Inorganic clays of low to medium•plasticity, gravelly W—r, Liquid limit is less than 50% CL j/�� clays, sandy clays, silty clays, lean clays. i (f i 1 ae 0 OL 111111111111!III Organic silts and organic clays of low plasticity. i Z S . �I I I 1,1,1 11 cc _ SILTS AND CLAYS MH Inorganic fsilts, micaceous or diatomaceous fine sandy or silty soils, elastic. W 6-4' Z ° Liquid limit is greater than 50% CH / Inorganic clays of high plasticity, fat clays. 2— If, .' i i i i i i i i Organic clays of medium to high plasticity, N OH : iiiiiiii 1 , , , , i i i i i organic silts. HIGHLY ORGANIC SOILS PT ,",....",,,-;.... Peat and other highly organic soils. DEFINITION OF TERMS AND SYMBOLS Standard Penetration 2" OUTSIDE DIAMETER SPLIT Density Resistance in •Blows/Foot ' I SPOON SAMPLER cb Very 2.4" INSIDE DIAMETER RING SAMPLER Loose oose 4- OR SHELBY TUBE SAMPLER ° Medium dense 10-30 P SAMPLER PUSHED o Dense 30-50 • * SAMPLE NOT RECOVERED I Z < Very dense >50co Q WATER LEVEL (DATE) • O WATER OBSERVATION STANDPIPE 1 1 Standard Penetration C TORVANE READINGS, tsf } Density Resistance in Blows/Foot q u PENETROMETER READING, tsf v Very soft 0-2 W MOISTURE, percent of dry weight o Soft 2-4 pcf DRY DENSITY, pounds per cubic foot • F- Medium stiff 4-8 LL LIQUID LIMIT, percent Stiff 8-16 Very stiff 16 32 PI PLASTIC INDEX Hard >32 N STANDARD PENETRATION, blows per foot ::{ .; :;. , SOIL CLASSIFICATION SYSTEM ::.:..:....4:`.` TERRA HENRY MOSES POOL llidit; iNRii � ASSOCIATES RENTON, WASHINGTON Geotechnical Consultants Proj. No. T-2832 Date 4/95 Figure 4 I' I 7.• Boring No. 13-1. Logged by: CRL Date: 4-10-95 Approximate Elev. 0 a) Graph/ Depth . (N) Water c USCS Soil Description Consistency L.- Blows Content 6 inches concrete. - :.•:::: :.•::::•.: ............... ,:.:.....:..•.:.•.. 2 25 .:................._. ...... ........ :::::::::.•:::::. _ g g IT Brown silty fine to medium Loose sand,wet. (FILL) - 2 25 _ SM W ....,,...„„„„.. il:i:::ii 5 - 2 23 :,...,..,.,.......„:„.„..... ..... ... . . ...... ...... „-,....„..„.., - 1111101.P.; - 7 30 °I. Brown silty GRAVEL with sand, - GM 1 wet. Loose .•A.) 1, — 10 6 — 1 :::::::.::::,::...•:ii::'4: Grey-brown silty fine to medium Loose : §i•I ii:i:::ii:X SAND,moist to wet. - .... . ......- .......... ...._ ..:.••:: • --:::,Ei:S _ 1?: SM .:i...Ig:' • I 3 19 iii li 1 1 i it - ..,......... ._. — is . 18 26 • 3 . Brown silty GRAVEL with sand,wet. •Very Dense - *. GM • - T ., 56/6" 7 ,,. • • Boring terminated at 18.5 feet. 3/4 inch PVC standpipe installed to bottom of boring. Lower 6 feet slotted. No groundwater encountered during drilling. • ...• BORING LOG TERRA HENRY MOSES POOL imigiKAL - ,ASSOCIATES RENTON, WASHINGTON timigsforms1 Geotechnical Consultants Proj. No. T-2832 Date 4/95 Figure 5 r! p): . 1. . 1 Boring No. B-2 Logged by: CRL . 1 Date: 4-10-95 Approximate Elev. -5 a) Graph/ Depth E Consistency (ft ) 73-0 • u) (ft (N)) Water USCS Soil Description Blows Content (%) 11 a oils'. 8 inches concrete. I ................. . . . ._...... :::. ................... .... . ............-...... .. - ..::::::.•:::,..,..:::..::::::: _ 5 18 ,„„....„.......„ "" • "'""",..... .,....,........... Brown to tan silty fine SAND, •,•:::•:::::::::::::::; . 1 iii]i iii•F'A Loose moist. - 4 19 V*1 - •. i:::::::: El. — 5 - I 3 20 1 --••--••- ••• g iii!iii-iiii iI•ii!E - • - • 0:::::•:•,, I 3 17 „..,....• .,-- Medium dense at 10 feet. — 10 HOTa: _ 11 24 i :•:.:.:::::,::$.:::i a:: - 1 : :*, I ':,,...:*-:.-:4:-$ :•.-:: . ::::*:i:: *: ,:••::*- Grey-tan gravelly SAND with I 3 20 silt,moist. _ ' Loose 3- i:it.SM li!V to — 15 i : -- Medium Dense 21 3 .i :essiiie sari:: Grey-tan sandy GRAVEL,moist. Very Dense T 71 6 • •• MS 1 _I Boring terminated at 19 feet. • Boring backfilled with mixture of site soils and bentonite. No groundwater encountered during drilling. j BORING LOG TERRA HENRY MOSES POOL ASSOCIATES RENTON, WASHINGTON . .tfsiirmAIN ' Geotechnical Consultants • Proj. No. T-2832 1 Date 4/95 I Figure 6 . - li Boring No. B-3 Logged by: CRL IDate: 4-10/11-95 Approximate Elev. 0 a) I Graph/ Depth (N) Water USCS Soil Description Consistency (ft.) Ii0E Blows Content .i:i:!1:111111:1 6 h...-..........- inc es concrete. - Tan-brown silty fine SAND, - 1 31 *i:!:i-".•ia K: Loose 11 1 SM g Iii:::.. scattered organics,moist. f (FILL) - - 2 23 iiiini li 1 ::.:K:**i-*i*i:::::,-..-".".--- .:::€::::::..iE,5,4€ 5 - 2 33 I ; imli:., Grey-tan silty fine SAND,moist. .... . ,__..... i ii:Nii:i:E ii:.: :i:iii :iii iiii' • Loose - i SM la - 2 21 ilil'i•il iil c::il•;.:iiii i:::::,,- g ik.:ii id - — 1.0 -------....-- - 2 21 .1 ..............-........- ............._ :::: : :-_:::::.: .... . ._.....- :;::::•..-..•..-:.. • - AL I" Grey-brown clayey SILT,wet. - Medium Stiff I 20 5 53 • ._1 .. I - 44000 — .1 ". . • Brown sandy gravel with sandy Dense 15 II GOO e GP zones,dry to moist. to Very Dense . i 55 2 • GM 4 - i ••• • _ 4 . . . . i Boring terminated at 19 feet. No groundwater seepage encountered. . . Standpipe installed to bottom of boring. .1 I • 1 BORING LOG .1 ......„,„ . TERRA moniiiii.,ei N, , ipt--- iitos.10irsila ASSOCIATES HENRY MOSES POOL RENTON, WASHINGTON Geotechnical Consultants 1 Proj. No. T-2832 Date 4/95 Figure 7 i - 1' a 7., r'''' . • Boring No. B-4 Logged by: CRL Date: 4-11-95 Approximate Elev. 0 a) • Graph/ USCS Soil Description Consistency Depth ' Blows Content .......... . .. ..,.......:. :. .... 8 inches concrete. . - ................. :::.•:::::: : :: . :::::::::::.•:::.• 2 20 IN ININI:0I II 0 Brown silty fine SAND,moist Loose ... 0II; sM N NI to wet. - ' 2 . 22 . :;i il:0•ilii I lit Ni iii. ::::::::::iiii 5 LL=32 Brown SILT, low plasticity to Loose P1=25 nonpiastic,wet. MLto - 3 42 - Soft - • NI NI:N 0 IN'INI. 4 23 • IiIi: 000 Brown silty fine to medium Loose - 0.IN N HI Iii].Ii; moist SAND 10 T , . . .... . ........ -------- —...:.•..:......:........,•....: .............. ... . ..,.....„ .....„,....,..... ........:.::.:„......:::. .... _ 4 9 IN t SMIii; .... ... ..—.,.. - .............. - 4 10 •:::-::s::::2 K:i:!:. • _ ::.:i 0:.ii.i.i..1:•..i:..i.iii Becomes medium dense at i.:.ii. .... ...,:....... n II,I 00 IIi 15 feet. — 15 • • • II. •• 15 8 • • • 9 9 Si Brown sandy GRAVEL, dry. Dense - • • • • 9 •11 . . : e•nre;' • • • • • •• . 4 4 • •• •4 T 51 6 itai.. Boring terminated at 19 feet below grade. ' No groundwater encountered. No standpipe installed. BORING LOG Mem ... .......:::::0010 TERRA • HENRY MOSES POOL RENTON, WASHINGTON„ , ASSOCIATES Geotechnical Consultants Proj. No. T-2832 1 Date 4/95 Figure 8 SIEVE ANALYSIS HYDROMETER ANALYSIS _ Y SIZE OF OPENING IN INCHES I NUMBER OF MESH PER INCH,U.S.STANDARD GRAIN SIZE IN MM p 8 m tp0 � M N N m •V M N r r n e n O, N V' t00 S N co O cc, O O O O S S 8 S 0 90 10 t: ��'•: [�rD 80 - 20 O > . .I - . n (/) r rs -0 _ 3- O n 70 r 30 71 m m o > Z-I 60 40 Z • N '� 71 —I w (%� m 50 _ 50 O < 40 60 (1) m DJ m_ :\ 03 Q 30 . i 70 -< I -0 . H m °. 20 . - - - 80 z _ O ' ---1 10 , .. 90 N - ` Co G) I W D3 IVi I ? -- l i '! 1 1 ri i I :. I I 100 m � op" o a o 0 O O S EOD f7 N 0 0 CO Y (7 N OD tD .7 C7 N •-• O O O Cr) O O O O O O O o o Z N GRAIN SIZE IN MILLIMETERS • m co Z K COBBLES COARSE I FINE COARSE I MEDIUM I FINE FINES O m GRAVEL SAND D "' Depth Moisture _ Z Boring or 'Z -0 KeyUSCS Description LL PL 0 O r Test Pit (ft.) Content (/o) cl n -61 Or cn • B-1 1.0 SM Silty SAND co_ m 0 B-1 2.5 SM Silty SAND • co • i J • : J 1 J I i - r.' -,s SIEVE ANALYSIS HYDROMETER ANALYSIS SIZE OF OPENING IN INCHES I NUMBER OF MESH PER INCH,U.S.STANDARD GRAIN SIZE IN MM ' . p O ��pp O tp0 Vp f7 N O O O O O O p O O O O S O O O S S t0 ..f M N r r Sr S. S. Y V t0 N s S i 100 0 • .�/'• . 90 • �- 10 Cl rD 80 - 20 C IL . 70 _ 30 -D m _ I DJ 40 m o -I 60 Z tn ,_.,I m - i w ( m 50 _ 50 O 70 -< 40 . 60 m DJ m o0 Q 30 - 70 -< I -v m O 20 80 0 z - I O --I . '.T� � 90 N 10 _ CO N m = D 0 " , i I i ' 1 I ' . ii .L_ 1 _a1 1 tp p 100 -: p 00 O O O O O 0 a0 <O 'Q P7 N r Op f0 V N N '- O CD O O O .- O E O O S O o O 73 Z el 0.1 8 W N r GRAIN SIZE IN MILLIMETERS • sn CDi cn COBBLES COARSE I FINE COARSE I MEDIUM I FINE FINES O m GRAVEL SAND .A cn Z Boring or Depth Moisture Z -U D KeyUSCS Description LL PL O O 1— Test Pit (ft.) Content (%) 8 O ai z r cn • B-1 7.5 SM Silty SAND with some gravel up c al 0 B-2 5.0 SM Silty SAND J 0 ..J __._.J _.J .____1 _.,. . =a • SIEVE ANALYSIS HYDROMETER ANALYSIS ' 1. ' SIZE OF OPENING IN INCHES I NUMBER OF MESH PER INCH,U.S.STANDARD GRAIN SIZE IN MM �p fD tp0 V [p7 N N O O O O 8 E `$ O O O O O O S O O 100._ . sT. l9 N 1- r" n w ., . V r N V W • ..r., 90 10 ' '- : CI (......:-..-*" - ...e.......\\ : (0 80 20 0A. 70 ' 30 m XI o -i 60 I 1 40 Z z if cm DJ 50 - . i ' 150 O CO jj -< 40 I I i. 60 r�rt 1 ' 73 m i CO 0 30 1 70 -CC I C 13 - m 0 20 A , 80 0 Z 2 P -I 10 _ 90 N 000 0 G) N M = 100 m m 0 i 1 I _ I , I i' : . i i :. 1 1 c o �$ o 0 0 0 Z D S O O OOD coO CV N 0 co t0 a c7 N ED a0 <7 N O O O O O p O O O O O 0 Z CI N 0 r GRAIN SIZE IN MILLIMETERS cn 'Z N COBBLES I COARSE I FINE COARSE I MEDIUM I FINE FINES 0 M GRAVEL SAND .P Dr/ D . °i = z Boring or Depth- Moisture LL PL 0 CI r Key Test Pit (ft.) USCS DescriptionContent (%) Z r cn • B-3 1.0 SM Silty SAND C O B-3 2.5 SM Silty SAND with some gravel m l ._ _ __1 _____J _.___J .__.._J _1 S SIEVE ANALYSIS HYDROMETER ANALYSIS SIZE OF OPENING IN INCHES I NUMBER OF MESH PER INCH,U.S.STANDARD pp GRAIN SIZEp INN MM p p p N m M N �- n e n O O N V CD '- N 0 O O O O O O O O O O ► 4.. 100� r i 0 \ _ ./ er. :: : 20 n , rn m O a 70 \ . 30 m MEM• n il Z 40 m o —� 60 Z N "'I m -i c rn z un 50 50 O 70 - > D3 - co< 40 , so m DD m 03 0 30 _ 70 -•C m O 20 _ — 80 Z - I o - 10 90 N i i 1 . I _ i ,,j . i S . , I :.1 1 I 100 CO mmD 0 `� tp o p O O O F. O O co co a M N aD 10 < M N CO CO at f7 N C 88 O i3 O O O g O tD N N — ' O O O O O •o 0 33 Z N GRAIN SIZE IN MILLIMETERS o 0 0 0 0 0 ZIT C O m COBBLES COARSE I FINE COARSE I MEDIUM I FINE FINES C GRAVEL SAND N • z Boring or Depth Descri tion Moisture LL PL Z 'U D KeyUSCS p Content (%) O 0 r Test Pit (ft.) -G Z w • B-3 17.5 GP Clean sandy GRAVEL m 0 B-4 1.0 SM Silty SAND J N J , , 1 i i . . J ..J _. .J _.__� __�. J •--- -,. . SIEVE ANALYSIS HYDROMETER ANALYSIS A SIZE OF OPENING IN INCHES 1 NUMBER OF MESH PER INCH, U.S.STANDARD , GRAIN SIZE IN MM cv o o o o 8 $ `8, o 0 o c g 8 -A. $ $ $ m e C. N � n . n v a so0 /�'' 100 • � ` 10 90 ry80 . 20 =- (/) n un IT1 "0 O n 70 30 xi m a. ' n m n o � Z-I 80 40 z \:\A\: ' c m n f un m 50 _ 50 O C 60 cn 40 M m 70 W 530 I -u —I 0 m 80 0 20 _ I z -I 90 N) 10 A 03 N m I D 0 ; i 1 i - .; 1 , - 1 - i' : . i s .. 1 .. 1 1 tp tp 100 S O S GOO t00 V N O co tO V C7 N aD t0 V VI N O O O O O p O O O O O 0 O Z M N GRAIN SIZE IN MILLIMETERS . Po CD Z COBBLES COARSE I FINE COARSE I MEDIUM I FINE FINES O m GRAVEL SAND ct.n _ CD Z Boring or Depth Moisture LL PL 0 0 Key Test Pit (ft.). USCS DescriptionContent (/o) � O .< z 1- • B-4 2.5 SM Silty SAND -ilco c m p B-4 7.5 SM Silty SAND W s .tJ APPENDIX A FIELD EXPLORATION AND LABORATORY TESTING Henry Moses Pool Renton, Washington On April 10 and 11, 1995, we performed our field exploration using an Acker Soil Mechanic drill rig owned and operated by CN Drilling of Seattle, Washington. The limited access to the swimming pool area required the use of this relatively light portable equipment in the subsurface exploration program. We explored subsurface soil conditions at the site by observing the drilling of four test borings to a maximum depth of 19 feet below existing grade. The test boring locations are shown on Figure 2. The test boring locations were approximately determined by measurements from existing fences and walls. The elevations of the test borings were determined using hand level measurements referenced to the existing elevation of the pool deck. The Boring Logs are presented on Figures 5 through 8. At selected depth intervals, we performed standard penetration tests using a 140-pound hammer free falling 30 inches to drive the standard split-spoon sampler into the ground. The number of blows required to advance the sampler for three six-inch intervals was recorded. The number of blows to advance the sampler the final 12 inches is recorded as the N value on the individual Boring Logs. An engineering geologist from our office conducted the field exploration and classified the soil conditions encountered, maintained a log of each test boring, obtained representative soil samples, and observed pertinent site features. All soil samples were visually classified in accordance with the Unified . Soil Classification System described on Figure 4. Representative soil samples obtained from the test borings were placed in closed containers and taken to our laboratory for further examination and testing. The moisture content of each sample was measured and is reported on the Boring Logs.. Grain size analyses were performed on ten of the samples, the results of which are shown on Figures 9 through 13. In addition,we performed an Atterberg limits test on a representative silt sample to determine the plasticity of the site silts. The results of the Atterberg limits test is shown at the appropriate depth on the individual Boring Log. • Project No.T-2832 y`,7.'.1 „V K'k ;{ 7 '' r1�;77,7 ' ,1 "� � 'I Ja "'^''j' ,,t' ' r1 i t En ineerin �ervices Bergq s g g 32240 8th Avenue SW P.O. Box 25804 Federal Way, Washington 98023 Federal Way,Washington 98093 Phone: 253.661 .7658, Fax: 253,661 .1399, e-mail; RBergqu510@aol.com March 21 , 2000 Lesley Wiscomb Community Services City of Renton Renton City Hall - 5th Floor 1055 South Grady Way Renton, Washington 98055 Re: Geotechnical Engineering Services Proposed Demolition of Henry Moses Swimming Pool and Bathhouse Liberty.Park Renton, Washington BES Project Number: 20011, Report 1 Dear Lesley: This report presents the results of our geotechnical evaluation for the proposed demolition of the Henry Moses Swimming Pool and Bathhouse at Liberty Park in Renton, _ ,. Washington. This evaluation was performed in accordance with BES Proposal Number 10900, which was accepted on March 8, 2000. SCOPE OF WORK: The purpose of this engineering evaluation is to present recommendations for preparation and backfilling of the excavations resulting from the planned demolition. To develop the engineering recommendations presented herein we • performed a site reconnaissance, reviewed readily available geologic literature, and reviewed the geotechnical reports prepared by Terra Associates, Inc. dated May 5, 1995, and.by Bergquist Engineering Services dated February 28, 2000. PROJECT DESCRIPTION: Based on your description of the project and on the site plan drawing entitled Henry Moses Pool & Bathhouse Demolition at Liberty Park dated GEOTECHNICAL ENGINEERING AND CONSTRUCTION INSPECTION Demolition of Henry Moses 'mming Pool and Bathhouse B project Number 2001 1 Renton, Washington March 21, 2000 December 21, 1999, we understand that the existing swimming pool, wading pool, bathhouse, pool pump house, and surrounding pavement will be demolished and removed from the site. All associated excavations will be backfilled and the site will be graded, covered 'with topsoil, and seeded. At some future date, a skateboard park may be constructed on the regraded area. The existing swimming pool is 60 feet wide by 120 feet long and surrounded by a crawl space the floor of which matches the elevation of the bottom of the pool. The shallow (north) end of the pool is about three feet deep. The pool gradually increases to a depth of four feet at a distance of 70 feet south of the north end of the pool. At this point, the bottom of the pool slopes down so that it is seven feet deep at a distance of 88.5 feet from the north end of the pool. At a distance of 110 feet from the north end, the pool is ten feet deep. Beginning at a distance of 110 feet from the north end of the pool, the bottom slopes up to a depth of nine feet at the south end of the pool. The wading pool is a shallow, concrete dish that is 24 feet square. And the single- story bathhouse is a concrete masonry building that is 70 feet long by 35 feet wide. The ground around the pools and bathhouse is covered with concrete. SUBSURFACE SOIL CONDITIONS: In 1995, Terra Associates, Inc. investigated the subsurface soil conditions at this site by drilling a total of four borings. Three borings were drilled outside the perimeter of the pool to depths of 181 to 19 feet below the ground surface. One boring was drilled to a depth of 19 feet through the bottom of the pool about five feet below the ground surface outside.the pool. According to these borings, the site is generally underlain by loose, fine Silty SAND to a depth of about 15 feet below the existing grade. The "N-Value" of these soils was generally in the range of 1 to 5 blows per foot at moisture contents of 9 to 33 percent. These soils have low load carrying capability and are highly compressible. Underlying these loose soils, dense Sandy GRAVEL was encountered to the termination depth of the borings. This dense Sandy GRAVEL has a high load carrying capacity and low compressibility. Groundwater was not encountered in any of the borings. According to Terra Associates' report, the static groundwater level in adjacent production wells is about 27 feet below the ground surface. Bergquist Engineering Services Page 2 of 5 Demolition of Henry Moses., mming Pool and Bathhouse B 'roject Number 20011 ' Renton, Washington March 21 , 2000 RECOMMENDATIONS: The recommendations presented herein are based on the understanding that the existing swimming pool, wading pool, bathhouse, pool pump house, and surrounding pavement will be demolished and the resulting excavations will be backfilled to match the surrounding ground surface elevation. A permanent, concrete skateboard facility may be constructed on the site in the future. If an accurate survey of the site does not exist, we recommend that a survey be prepared so that the location of deep, backfilled excavations associated with the swimming pool can be determined in the field for future reference. Conventional equipment should be suitable for the proposed excavation and backfill operations at this site. According to Chapter 296-155, Part N of the Safety Standards for Construction Work in the State of Washington, the site soils classify as Type C. Therefore, during the demolition, excavation and backfilling stages of construction, the side slopes of unsupported excavations deeper than four (4) feet should be no steeper than one and one- half (1 .5) horizontal to one (1) vertical (1 .5H:1V). If the dimensions of the site prevent the use of maximum slopes of 1 .5H:1V, the slopes must be stabilized or shored to facilitate safe excavations. The geotechnical engineer should be contacted for additional recommendations if such techniques are going to be employed. We recommend that the deep end of the pool be filled with soils taken from the bottom of the shallow end of the pool to produce a more uniform depth of compacted soil. Accordingly, after the swimming pool concrete, pipes, and appurtenances have been removed and the sides of the excavation properly sloped, the soils at the bottom of the deep end of the pool should be graded to a relatively flat surface, scarified, moisture conditioned, and compacted. The surface should be scarified to a depth of ten to twelve inches, moisture conditioned to within two percent of optimum, and compacted to at least 90 percent of the maximum laboratory density as determined by ASTM D1557. Backfilling of the deep end of the pool should proceed using material removed uniformly from the surface of the shallow end of the pool. The soil should be placed in relatively horizontal, loose-lifts not exceeding ten inches in thickness. Each lift should be moisture conditioned to within one or two percent of optimum moisture content and compacted to at least 90 percent of the maximum laboratory density as determined by ASTM Bergquist Engineering Services Page 3 of 5 - Demolition of Henry Moses rimming Pool and Bathhouse E 'Project Number 2001 1 Renton, Washington March 21 , 2000 D1557. The specified density of each lift should be verified by test prior to placement of subsequent lifts. Once the elevation of the fill at the deep end of the pool equals the cut elevation of the shallow end of the pool, the cut surface of the shallow end of the pool should be scarified to a depth of 12 inches, moisture conditioned, and compacted to at least 90 percent of the maximum laboratory density as determined by ASTM D1557. The remainder of the pool excavation, as well as excavations resulting from removal foundations or utility pipes, should be backfilled with imported soils placed in relatively horizontal lifts not exceeding 10 inches in thickness and compacted to at least 95 percent of the maximum laboratory density as determined by ASTM D1557. This cut-and-fill method should result in the upper five to six feet of soil within the footprint of the swimming pool compacted to at least 95 percent of the maximum. Potential contractors should be cautioned that the fine SAND and SILT soils at this site are moisture sensitive and may become unstable when slightly wet; therefore, care must be exercised to prevent these soils from becoming too wet. Additionally, this project would best be accomplished during the dry summer months. As reported in Bergquist Engineering Services Report Number 20008-1, soils from the Highlands Annex Demolition project may be used for structural fill at this site. If yet additional structural fill or structural backfill materials are required, they should be imported and conform to the gradation presented below and be approved by the geotechnical engineer prior to use. Samples must be submitted to the geotechnical engineer at least 72 hours before approval is required and before the materials are used. GRADATION SPECIFICATIONS FOR STRUCTURAL BACKFILL 2.vim® T. -7- 'Wel.v t l�-... --- ._-_.'.'">_'T�.'. _-_- ._-»5_C'ikA Ce=—.-•--.. 3-inch 100 3/4-inch 50-100 No. 4 25-65 No. 10 10-50 No. 40 0-20 No. 200 0-5* *Note: The percent passing the No. 200 sieve is based on the weight of the material passing the 3/4-inch sieve. Bergquist Engineering Services Page 4 of 5 Demolition of Henry Moses mming Pool and Bathhouse E. Project Number 2001 1 Renton, Washington March 21 , 2000 Structural fill or backfill should be placed under the full-time observation of a representative of the geotechnical engineer, and the specified compacted density and moisture content of each lift should be verified by test, prior to placement of subsequent lifts. Generally, it is best not to place structures that are sensitive to differential movement partially on structural fill and partially on native soils. Therefore, to minimize differential settlement, we recommend that the proposed skateboard park be positioned fully over the footprint of the swimming pool and preferably over an area of uniformly thick backfill. A minimum ten-inch (101 thick layer of well-graded SAND-GRAVEL base course should be placed and properly compacted beneath the proposed skateboard feature. The concrete for the skateboard park should be sufficiently reinforced to minimize the effects of differential settlement. If there are any revisions to the plans or if deviations from the subsurface conditions noted in this report are encountered during construction, BES should be notified immediately to determine whether changes to the foundation recommendations are required. After the plans and specifications are more complete, the geotechnical engineer should be provided the opportunity to review them to check that these engineering recommendations have been interpreted properly. Thank you for this opportunity to work with you on this project. If you have any questions, please contact me. Sincerely, e Bergquist Engineering Services wnsytiC ti'. - �=x °- Richard A. Bergquist, PE EXPIRES 4.ld0 Principal Bergquist Engineering Services Page 5 of 5 r COMMITMENT FOR TITLE INSURANCE ISSUED BY PACIFIC NORTHWEST TITLE INSURANCE COMPANY, INC. PACIFIC NORTHWEST TITLE INSURANCE COMPANY, INC., a Washington corporation, herein called the Company, for a valuable consideration, hereby commits to issue its policy or policies of title insurance, as identified in Schedule A, in favor of the proposed Insured named in Schedule A, as owner or mortgagee of the estate or interest covered hereby in the land described or referred to in Schedule A, upon payment of the premiums and charges therefor; all subject to the provisions of Schedules A and B and to the Conditions and Stipulations hereof. This Commitment shall be effective only when the identity of the proposed Insured and the amount of the policy or policies committed for have been inserted in Schedule A hereof by the Company, either at the time of the issuance of this Commitment or by subsequent endorsement. This Commitment is preliminary to the issuance of such policy or policies of title insurance and all liability and obligations hereunder shall cease and terminate six months after the effective date hereof or when the policy or policies committed for shall issue, whichever first occurs, provided that the failure to issue such policy or policies is not the fault of the ` Company. Signed under seal for the Company, but this Commitment shall not be valid or binding x until it bears an authorized Countersignature. ` " "" IN WITNESS WHEREOF, Pacific Northwest Title Insurance Company, Inc. has caused its corporate name and seal to be hereunto affixed by its duly authorized officers on the date .„, shown in Schedule A. , AikA. OS��N1 WOG PACIFIC NORTHWEST Tf I'LE ccsiOF PE Insurance Company, Inc. 1 `aaomam°mmnnnu President 'w ,..."'k..• ``p.��``da`.0 ��t1.E INSpg" ,, i Coui�ersigned diu?...,,,, �.t tt ...•... yy .....„, . ,,,....„,_„:„.„, to.„,,r, \,,s.,... ,,,,s , p : . = Authorized Signatory kt. 41• ;• SEAL ' %J�.•'•.,. 1926 .,.••••@�s Company o' ...................................... •••••••• •�`,•' t'ACIFIC NORTHWEST TI-[LE q,SH�=NGt,� ` Seattle, Washington City,State • American Land Title Association Commitment-1966 (Rev.3/78) • CONDITIONS AND STIPULATIONS 1. The term mortgage, when used herein, shall include deed of trust, trust deed, or other security instrument. 2. If the proposed Insured has or acquires actual knowledge of any defect, lien, encumbrance, adverse claim or other matter affecting the estate or interest or mortgage thereon covered by this Commitment other than those shown in Schedule B hereof, and shall fail to disclose such knowledge to the Company in writing, the Company shall be relieved from liability for any loss or damage resulting from any act of reliance hereon to the extent the Company is prejudiced by failure to so disclose such knowledge. If the proposed Insured shall disclose such knowledge to the Company, or if the Company otherwise acquires actual knowledge of any such defect, lien, encumbrance, adverse claim or other matter, the Company at its option may amend Schedule B of this Commitment accordingly, but such amendment shall not relieve the Company from liability previously incurred pursuant to paragraph 3 of these Conditions and Stipulations. 3. Liability of the Company under this Commitment shall be only to the named proposed Insured and such parties included under the definition of Insured in the form of policy or policies committed for and only for actual loss incurred in reliance hereon in undertaking in good faith (a) to comply with the requirements hereof, or (b) to eliminate exceptions shown in Schedule B, or (c) to acquire or create the estate or interest or mortgage thereon covered by this Commitment. In no event shall such liability exceed the amount stated in Schedule A for the policy or policies committed for and such liability is subject to the insuring provisions, the Conditions and Stipulations, and the Exclusions from Coverage of the form of policy or policies committed for in favor of the proposed Insured which are hereby incorporated by reference and are made a part of this Commitment except as expressly modified herein. 4. Any action or actions or rights of action that the proposed Insured may have or may bring against the Company arising out of the status of the title to the estate or interest or the status of the mortgage thereon covered by this Commitment must be based on and are subject to the provisions of this Commitment. All notices required to be given the Company and any statement in writing required to be furnished the Company shall be addressed to the Company at 215 Columbia Street, Seattle, Washington 981 04-1 51 1. American Land Title Association Commitment-1966 (Rev.3/78) PACIFIC NORTHWEST TITLE COMPANY OF WASHINGTON, INC. 215 Columbia Street Seattle, Washington 98104-1511 Senior Title Officer, Mike Sharkey (mikesharkey@pnwt. com) Assistant Title Officer, Curtis Goodman (curtisgoodman@pnwt. com) Assistant Title Officer, Russell T. Lund (russelllund@pnwt. com) Unit No. 12 FAX No. (206) 343-1330 Telephone Number (206) 343-1327 City of Renton, Community Services 1055 South Grady Way, 5th Floor Title Order No. : 408474 Renton, WA 98055 Attention: Lesley Wiscomb, Capital Project Coordinator A. L. T. A. COMMITMENT SCHEDULE A Effective Date: June 29, 2000, at 8:00 a.m. 1. Policy(ies) to be issued: A. ALTA Owner' s Policy Amount TO BE AGREED UPON Standard (X) Extended ( ) Premium Tax (8. 6%) Proposed Insured: TO FOLLOW NOTE: IF EXTENDED COVERAGE FOR OWNERS OR LENDERS WILL BE REQUIRED FOR A PENDING TRANSACTION, PLEASE NOTIFY US AT LEAST ONE WEEK PRIOR TO CLOSING SO THAT WE MAY INSPECT THE PREMISES. B. WORK CHARGES Amount $ 330.00 Tax (8. 6%) $ 28.38 2. The Estate or interest in the land described herein and which is covered by this commitment is fee simple. 3. The estate or interest referred to herein is at Date of Commitment vested in: - CITY OF RENTON, a municipal corporation of the State of Washington 4 . The land referred to in this commitment is situated in the County of King, State of Washington, and described as follows: As on Schedule A, page 2, attached. Order No. 408474 A.L.T.A. COMMITMENT SCHEDULE A Page 2 The land referred to in this commitment is situated in the county of King, State of Washington, and described as follows: That portion of Government Lot 4 in Section 17, Township 23 North, Range 5 East W.M. , in King County, Washington, described as follows: Beginning at a point on the west line of said Government Lot, 721.39 feet south of the northwest corner of said Government Lot 4; Thence east at right angles to said west line 656. 03 feet, more or less, to the west line of a tract of land conveyed to Seattle Car Manufacturing Company by deed recorded under Recording Number 477920; Thence in a southwesterly direction along said westerly boundary line, which line is parallel to and 100 feet westerly of the westerly boundary line of the right of way of the Columbia and Puget Sound Railway Company (Newcastle Branch) , a distance of 597.33 feet to the northerly boundary line of the Commercial Water Way District No. 2; Thence in a northwesterly direction along said northerly boundary line a distance or 440. 80 feet to the west line of said Government Lot 4; Thence north along said west line a distance of 293.10 feet to the point of beginning; EXCEPT that portion thereof lying within North Bronson Way. END OF SCHEDULE A NOTE FOR INFORMATIONAL PURPOSES ONLY: The following may be used as an abbreviated legal description on the documents to be recorded, per amended RCW 65.04 . Said abbreviated legal description is not a substitute for a complete legal description within the body of the document. Ptn. Gov. Lot 4, 17-23-05 i PACIFIC NORTHWEST TITLE COMPANY OF WASHINGTON, INC. A.L.T.A COMMITMENT Schedule B Order No. 408474 I. The following are the requirements to be complied with: A. Instruments necessary to create the estate or interest to be insured must be properly executed, delivered and duly filed for record. B. Payment to or for the account of the grantors or mortgagors of the full consideration for the estate or interest to be insured. II. Schedule B of the Policy or Policies to be issued (as set forth in Schedule A) will contain exceptions to the following matters unless the same are disposed of to the satisfaction of the Company: A. Defects, liens, encumbrances, adverse claims or other matters, if any created, first appearing in the public records or attaching subsequent to the effective date hereof but prior to the date the proposed Insured acquires for value of record the estate or interest or mortgage thereon covered by this Commitment. B. GENERAL EXCEPTIONS: 1. Rights or claims of parties in possession not shown by the public records. 2. Public or private easements, or claims of easements, not shown by the public record. 3. Encroachments, overlaps, boundary line disputes, or other matters which would be disclosed by an accurate survey or inspection of the premises. 4 . Any lien, or right to a lien, for services, labor or material heretofore or hereafter furnished, imposed by law and not shown by the public records, or Liens under the Workmen's Compensation Act not shown by the public records. 5. Any title or rights asserted by anyone including but not limited to persons, corporations, governments or other entities, to tide lands, or lands comprising the shores or bottoms of navigable rivers, lakes, bays, ocean or sound, or lands beyond the line of the harbor lines as established or changed by the United States Government. 6. (a) Unpatented mining claims; (b) reservations or exceptions in patents or in Acts authorizing the issuance thereof; (c) water rights, claims or title to water. 7. Any service, installation, connection, maintenance, capacity, or construction charges for sewer, water, electricity or garbage removal. 8. General taxes not now payable or matters relating to special assessments and special levies, if any, preceding the same becoming a lien. 9. Indian tribal codes or regulations, Indian treaty or aboriginal rights, including, but not limited to, easements or equitable servitudes. C. SPECIAL EXCEPTIONS: As on Schedule B, attached. II Order No. 408474 A.L.T.A. COMMITMENT SCHEDULE B Page 2 SPECIAL EXCEPTIONS: NOTE FOR INFORMATION PURPOSES ONLY: EFFECTIVE JANUARY 1, 1997, AND PURSUANT TO AMENDMENT OF WASHINGTON STATE STATUTES RELATING TO STANDARDIZATION OF RECORDED DOCUMENTS, THE FOLLOWING FORMAT AND CONTENT REQUIREMENTS MUST BE MET. FAILURE TO COMPLY MAY RESULT IN REJECTION OF THE DOCUMENT BY THE RECORDER. FORMAT: MARGINS TO BE 3" ON TOP OF FIRST PAGE, 1" ON SIDES AND BOTTOM - 1" ON TOP, SIDES AND BOTTOM OF EACH SUCCEEDING PAGE. RETURN ADDRESS IS ONLY ITEM ALLOWED WITHIN SAID 3" MARGIN. NOTHING WITHIN 1" MARGINS. FONT SIZE OF 8 POINTS OR LARGER AND PAPER SIZE OF NO MORE THAN 8 1/2" BY 14". NO ATTACHMENTS ON PAGES SUCH AS STAPLED OR TAPED NOTARY SEALS; PRESSURE SEALS MUST BE SMUDGED. INFORMATION WHICH MUST APPEAR ON THE FIRST PAGE: RETURN ADDRESS, WHICH MAY APPEAR WITHIN THE UPPER LEFT HAND 3" MARGIN. TITLE OR TITLES OF DOCUMENT. IF ASSIGNMENT OR RECONVEYANCE, REFERENCE TO RECORDING NUMBER OF SUBJECT DEED OF TRUST. NAMES OF GRANTOR(S) AND GRANTEE(S) WITH REFERENCE TO ADDITIONAL NAMES ON FOLLOWING PAGES, IF ANY. ABBREVIATED LEGAL DESCRIPTION (LOT, BLOCK, PLAT NAME, OR SECTION, TOWNSHIP, RANGE AND QUARTER QUARTER SECTION FOR UNPLATTED) . ASSESSOR'S TAX PARCEL NUMBER(S) . (continued) Order No. 408474 A.L.T.A. COMMITMENT SCHEDULE B Page 3 SPECIAL EXCEPTIONS (continued) : 1. EASEMENT AND THE TERMS AND CONDITIONS REFERENCED THEREIN, INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: GRANTEE: Postal Telegraph Cable Co. PURPOSE: Telegraph lines AREA AFFECTED: The description contained therein is not sufficient to determine its exact location within the property herein described. RECORDED: November 21, 1910 RECORDING NUMBER: 717662 2. EASEMENT AND THE TERMS AND CONDITIONS REFERENCED THEREIN, INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: GRANTEE: Municipality of Metropolitan Seattle, a Washington corporation PURPOSE: Installing, constructing, operating, maintaining, removing, repairing, replacing and using a sewer line with all connections, manholes and appurtenances thereto AREA AFFECTED: A portion of said premises and other property RECORDED: June 12, 1962 RECORDING NUMBER: 5438752 3. UNDERGROUND UTILITY EASEMENT, AND THE TERMS AND CONDITIONS REFERENCED THEREIN, INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: GRANTEE: Puget Sound Power & Light Company, a Washington corporation PURPOSE: Underground electric system AREA AFFECTED: A portion of said premises RECORDED: March 6, 1968 RECORDING NUMBER: 6313672 Contains covenant prohibiting structures over said easement or other activity which might endanger the underground system. (continued) \f Order No. 408474 A.L.T.A. COMMITMENT SCHEDULE B Page 4 4. UNDERGROUND UTILITY EASEMENT, AND THE TERMS AND CONDITIONS REFERENCED THEREIN, INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: GRANTEE: Puget Sound Power & Light Company, a Washington corporation PURPOSE: To construct, operate, maintain, repair, replace and enlarge an underground electric transmission and/or distribution system AREA AFFECTED: A portion of said premises and other property RECORDED: October 31, 1988 RECORDING NUMBER: 8810310324 Contains covenant prohibiting structures over said easement or other activity which might endanger the underground system. 5. RESTRICTIONS CONTAINED IN INSTRUMENT: RECORDED: September 11, 1917 RECORDING NUMBER: 1159934 INCLUDING BUT NOT LIMITED TO THE FOLLOWING: The lands hereby conveyed to the grantee for public park, and the grantee by the acceptance of this deed, hereby covenants and agrees with the grantors, their heirs and assigns, that it, its successors and assigns, will not use any of said lands or permit the same to be used for any other use or purpose than that of a public park and as a site for a public buildings of the grantee, and this covenant shall run with the land. AFFECTS: Said premises; except the northerly 60 feet thereof 6. EXCEPTIONS AND RESERVATIONS CONTAINED IN DEED: FROM: Jennie Sartori, Ersilia M. Sharboro, Katherine E. Sartori and Laura G. Sartori DATED: August 11, 1917 RECORDED: September 11, 1917 RECORDING NUMBER: 1159934 (continued) Ir Order No. 408474 A.L.T.A. COMMITMENT SCHEDULE B Page 5 INCLUDING BUT NOT LIMITED TO THE FOLLOWING: The grantors except from the operation of this deed, and reserve unto themselves, their heirs and assigns, all coal in and under the surface of said lands with the right to mine and remove the same but without the right to enter upon the surface of said lands for such purpose; and provided that the grantors shall protect the surface of said land from all damages because of such mining NOTE: No examination has been made to determine the present record owner of the above minerals, or mineral lands and appurtenant rights thereto, or to determine matters which may affect the lands or rights so reserved. AFFECTS: Said premises; except the northerly 60 feet thereof 7. EXCEPTIONS AND RESERVATIONS CONTAINED IN DEED: FROM: Jennie Sartori, Ersilia M. Sharboro, Katherine E. Sartori and Laura G. Sartori DATED: July 8, 1935 RECORDED: August 14, 1935 RECORDING NUMBER: 2863947 INCLUDING BUT NOT LIMITED TO THE FOLLOWING: The grantors except from the operation of this deed and reserve unto themselves their heirs and assigns all coal, mineral and oil in and under the surface of said lands with the right to mine and remove the same but without the right to enter upon or damage the surface of said lands for such purposes NOTE: No examination has been made to determine the present record owner of the above minerals, or mineral lands and appurtenant rights thereto, or to determine matters which may affect the lands or rights so reserved. AFFECTS: The northerly 60 feet of said premises 8. Any question that may arise due to shifting and changing in course of the Cedar River. 9. Right of the State of Washington in and to that portion, if any, of the property herein described which lies within the former bed of the Cedar River. (continued) Order No. 408474 A.L.T.A. COMMITMENT SCHEDULE B Page 6 10. Any prohibition of or limitation of use, occupancy or improvement of the land resulting from the rights of the public or riparian owners to use any portion which is now or has been formerly covered by water. 11. The property herein described is carried on the tax rolls as exempt; however, it will become taxable from the date of transfer to a taxable entity. TAX ACCOUNT NUMBER: 172305-9043-09 NOTE: PLEASE CONTACT THE KING COUNTY ASSESSORS OFFICE TO VERIFY THE TAX AMOUNT DUE, AS EXEMPT TAXES ARE SUBJECT TO CHANGE WITHOUT NOTICE, THE TELEPHONE NUMBER IS 206-296-5151. 12. Unrecorded leaseholds, if any; rights of vendors and holders of security interests on personal property installed upon said property and rights of tenants to remove trade fixtures at the expiration of the term. 13. Satisfactory showing of authorization for the proposed conveyance by City of Renton, in accordance with applicable statutes must be submitted. 14 . Until the amount of the policy to be issued is provided to us, and entered on the commitment as the amount of the policy to be issued, it is agreed by every person relying-on this commitment that we will not be required to approve any policy amount over $100, 000, and our total liability under this commitment shall not exceed that amount. 15. Title is to vest in persons not yet revealed and when so vested will be subject to matters disclosed by a search of the records against their names. 16. Payment of Real Estate Excise Tax, if required. The property described herein is situated within the boundaries of local taxing authority of City of Renton. Present Rate of Real Estate Excise Tax as of the date herein is 1.78%. (continued) Order No. 408474 A.L.T.A. COMMITMENT SCHEDULE B Page 7 NOTE 1: SPECIAL TAXES AND CHARGES: YEAR: 2000 TAX ACCOUNT NUMBER: 172305-9043-09 AMOUNT BILLED: $5.00 AMOUNT PAID: $5.00 END OF SCHEDULE B Title to this property was examined by: Anne Knight Any inquires should be directed to one of the title officers set forth in Schedule A. ed t 0 ,,, ‘ , , • fni• �0�1 G oT V ,; c 5 th'4/ /7 /Ucrii1J 4 Z� 4/Urh. , :„„ Wit. 3 : •a♦ 'z I t -,.•a , t• . 34�n°',I ,41aI6.i �'ayayl.0°°� �M:,o0as 1 ! Is Snr .-.,.--. e., �cf' ;as .. <'a , �I ,. .� '/ . `�' f jai.` i4.Ifill .MI �I• ,giCHEIE _ N. ,], 2ND. ST. $ AIM f m' e. A°O 84y i .: N .zro ., St : Mai' Z '':4° '� A® , t :5.sf�ti., , t 1324.4.1 L `'13,...�� ...,• a.� r 13,. I s ,f *p: I �I�'''�' � 'z,rot '� I 5/ /w Y paz ym'', • 4. :N Opn °^t i i nalI•• _ uys a ' �� �1��� I f'451; •• ,'1" 4® / Y °P —� •I! 401t`0 4,16/ I6. • gird / /•6f5MEI 3 y o v z I! ZIMI .11• a k ;47 0/. `` o 71 t r,,f..Q S , t'A�/� • ..,, ,U , . I` �—`` `,� MIMI C : _----.,ZEN MI t. / , : t ,•- y7+'6 ; )siat_.r sp J Z a J• - L _ • I I ♦t.I7 6I ••�I o ff` N. �' I c � y-,..M...�w ._._. - ti 'WAY �lLf•om, nsn.o ~ *�Q 141 Y /d°: 7 Q Baal 1 ,.to P e V r''.'._�....—.ter a !:z- 1. ,. ql•% . •7 ♦. LL . I,0'10 40•i 6 • I Z • '\�•. •.. 'i't%f 4T••6.,t1' .. • \ ?� • ,Se? bass I a 0/2/ •rf48 u.� .. !'a3� �I oc � . � �H t r� ' • aI] a a Y i• l A ,.,, ii,t sip, ,a, ,.. ••\c . fferMo` \ V e: r'° P 4 Nr' a.0 y u ; 4 ;, P+`� V r f �, Dv0. . Fa • ,b ` � V y •�L I 'a \$ i '� If'�A•. a ^ a . a aa.aa b 4• I •7 Z , c.lh `\. {►rJ� P �r 1 . ..„..'ass .•� • 0 U,,,, tip4 I -j666SJAC n,! ..1-N,l.R.fe•' �. .V 2 —C' 1]45.08 AN,y e66 112(�L._(//� -- f169'�]-17M; J -- `` PACIFIC NORTHWEST TITLE COMPANY N Order 'No. . 0ref 7Y IMPORTANT: This is not a Plat of Survey. It is furnished as a convenience to locateA . the land indicated hereon with reference to streets and other land. No liability is assumed by reason of reliance hereon. , • , ,-,--,r•orim. • . ."... ...,,,,,,,11,....0101 . ,...,„ , r -----tvripi D !rid Sep 11-17 10-51 ?• . .,ve334 Dt Aug 11-17 PS00d Jennie Sartori , Rrailia, i Sbarboro , Y..a►herine 1 Sartori and ',aura G 3artor•i to City of Renton , a munLcipa7, carp of the at of waahingto:a • fp cy and xar to ej, no folg re est Atr& et of lane in this t01* r.f1:1,1NV of sec 17 tp 23 n r b ;Mast , moreptoly des and bndd as gels tG-sit : Com at a p:. 1•.1 the V bdry lire of the S$i of the NVi of ad sec 1? ad pt being 78':.39 ft S of the WW car of sd SIO and 40 ft S of the pt where sd V bdry line intersects the Sly marginal lf•.e3 of the co road; rg th u at rt aua' ?a to ad 1 bdry line a diet of 630.81 ft to a pt on the Wig bdry line of a tt of l e d owned by the Seattle Car nc "oundry Comvan : 4b 9:.1 a My directn along ad Ily bdry line , wch line is pll to and 1.00 ft Vly of the fitly -bdry line of the right of way of the. Columbia & Puget Sound Railway Company (ffewoastla Branch) a d?at of 532-25 ft to the 11y bdry line of the right of way of COMmercial Water 'ay district No 2; th in a NV17 dirastn 41 ad y bdry line a diet of 440.80 ft to the V bdr/ line of ad •ice; th N al ad bdry line a diet of 233..0 ft to the pi of beg., otg approxiMataly di auras of ground ra ai Ovs des tt of e- ri8 being all that pa to of a private iinreedd plzt de#Lepated as Sartarl's First add to Renton , :s S of the, 8 Planinal lino of River Street , as i owr upon ®EVCL O Ah,- ad p vate plat.,ai.tat in k c w n'OFRE -,,juv rag cyance is aubj to all taxes and &seta now used or . ON 1e41:e4 on ad rasa w.oh the grantors agree to pay JUL ® l 2600 e reatoxa except.t the t peration of this deed , and o •� �•g t re; i�.�xxuiro themse�.7t�s.� they. h and a all oG�. in and Wider a 't4*-4A ±��t a Of Sit.2 e d '•frith trio right to a and removethe 4' 401: th1:tte Sith,f:IiO. a for Upon :the .surface . . d A*444 .fit : til •:parpaae; ..and proyidd that the grantors shall. :::the, •s rt esa. 9f ad land. f r. all damage b+ac ee of au eh ' Vie, i'. fi•: cyad are Cyed to the grtee 'PA. a public tb :40.:,' bX.-t:ha, acceptance of tbie ds 1tby corts i rt_::a,s,••will i<: W.th: the gratorn , t..:::ar h ..and a, that ii its •tea, .,' �'.not use. antiy of ad ]sate or perieit the em to . ; o ..any other.use or purp t that of a pub park • •^`, • r' '�.: ate for pu lie bldge of the grtee , and this colt • =• n � ' ei!i�th the mod • ;:ia. 'Wj t ' Senaie uaurtort isr•ixto lt: Sbarb re li:ierime. g Sartori • Laura G 'Sartori • *i o f Califco :laxAug :-�1by nnie tovi.� �7..v Of N. 4..L � co of :lax b:1 � on 1�. f r.P9�_s. •.�" .. 1..i .i�a &•narba.ro , gs,the'rinn IS Sartori , and Lau_A a ..l i1ar .!. bef Qea'riare C Martine1l1 , n p for the'-,at of Calif., rot at. San Rafael N $ d. by stp ; anie1 B alley , Benton wn d c atief Dead f1d` Sep 11-17 10-52 115M5 flt...Aug n-3.7 Xenf3a Sartori Braille M Sbarboro , Katherine E Sartori , and Laura 0 Sartori , to 'Mae Public 15 !v?etropoll.ten Lire lnsurap is By John C .Kni ght a 3rd V carp 3]. by C. E.TuiIy, A Sec Y Co N Y Jul 31';:,5 y John C.Knight and C.L.T u:t.._ , 3rd V Pres and A Sec reptv1y of M L I Co the carp ( cf) befJult�e A.Wllford np for h Y Co N Y is® Mar 30.37 (gl wri'•o) 1 ! D .ug 14-35 �. r/� ti'?!/.^ J Jul 8-35� *6500. it6.5C irax 46.50 a_Z%�L �.�.��.. . Jeanie Sartori, Erailis M.Sbarboro , Ka•.t ririg a-1-4,-o-r .-fJ ct Laura G.S erta rl t0 City of Renton, a aunt co4 Pp ay end qc to SD all int in the fare sit in kcw Tht 3ertcain ptn of G. vt Lot 4 Sec 17 Tp 23 nr 5 Mt d f ; Bap in the W in of ad Govt Lot 4, 981.39 ft S of the EP cor thof, ad pt being the nv► cor of a tt of' id eyed to the C of Renton by "'Bed rec in vol 977 of deeds pg 492 rec of sJ Co , th E alg the N In of ad tt 600.81 rct to the W In of a tt of id eyed to the Seattle Car Manufacturing Coi perry by deed roc in vol 544 of deeds pg 323 rec of sd Co, th Nip cig the sd Win of the Si-little Car Mfg Co tt to an interstn with the rely In of 1st AveN; th slyly alg sd sely In of 1st Ave N to a pt 103 ft ^ of (measured at rt angles) the sly prolongation of the E in of Garden Aire, ad pt being the ne oar of a tt of ld eyed to W.C .D.Edw ,rds by deed re* in vr'. 1406 of deeds pg 190 rec of ad Co; th S alg the E 'n of sd Edwards tt to the se cor thof; th W e' a the S in .of ad tt 103 ft to a in in po ,1onget on of the ad E of Garden Ave, th N alg ad prolongation of the .z S in of Garden Ave 60 ft to the se17 3n of 1st Ave t , th swiy aig se sely in to en interstn with. the W in of Garden Ave prod S; th S OR ad W 1n of Garden Ave prod .S 170 ft, th W at rt angles thto 102 ft , th N pit the ad it In of Garden Avb prod S to an interstn with t hs ad sely in of let Ave N; to stair aig the ad sely in to the na cor of .e tt of id eyed to the C of Renton by deed rec in vu3. 865 of Jtaeda pg oL5 rec c* . sd Co; th x S 1"b2. 10" E alg the E in of ad City of Batt on tt 146.58 ft to the se oar thol' th S 68`07Q60" W alg the S In 1.bof. 102 ft to the ow cor. thof, •th N 1e52'l0" 4P alg the W thof . ft to the ad sely in of let Ave N, th S 45°59'30" W aig ad sely In 8C,91 it to the W l.n of sd Govt Lot 49 th S 1°52t10K E aig the sd W in of Govt Lot 4 to the pob The gtors except from the operation of this deed and reserve unto themselves their ha all cm) , mineral and oil in and under the surface of ad ids with the rt to mine and remove thevem but witht the rt to enter upon or damage the surface of sd ids for such purp Jennie Sartori Braille M.Sbarbora Ket'he' ne ;,Sartori Laura G.SartorI Marin Co Cal Jul 8=35 by Erallia M. Sbarboro, Katherine E.Ssrtori and Laura cl.Sartori- :and Joan.°,e Sartori , bef Jordan L.Martir&vlii 3 -25_39 f.M1 Srno) tip for Stale of Cal res at San l:eiaas as 1--yL-�. .-,w SM Aug 14.35 - a ��:, 286394 1,+..g 24035 • Metropolitan Life Insurance Company) a corp �' to Rey Heil and .Johann hw g Fp act and die mtg dtd Dad 10026 exo by ap tsp of $2900, and tat and rec in the so of stew on Lec 10.26 in vol 1005 of mt,gs pg 85 being and file No 2279123. IWW ad corp has caused this mat to be ere by ' . ., proper ofors and its carp sl to be h`,::to affxd (S ) 4 w� f _ 34 i;;;e4.- irate Sartori Postal Telegraph Cable Co. a400. 1 i Tv. g3 M.R. 5 j i Co of Kw s -- Mae *net to a ttoh to trees the neoene guy wires Thin voucher cum rt et veer Of prpt' rr ri vie 8 end or Grebes St to the Wei Ca«tI e Road' VI' per pole to be ;d for *mob polo, pielEsev. met en the pule when set =:d to be coved to + of 6et *Len prpt" r La putted s ` lout* Sartori (].ar_d Omer) rt by up, (K) 0 so, 0.10 3..2� ?MO t • Aar 0 TO oota; Telegraph Sable Co. •,�!.�''' 4.811c J Di! Tw. $3 N.S. Co at .. 1 ;• litkruk•rkk::. 7 a tho tteo�a#o ire�: t o .l:a tie be 1a�d It :-I1 : :'` w ireipriet7 th 8erk e' tor We 444* .r , ;a *g - "d for et 005p p pike When sot tkfC: 4 .}. 6 rides to an it anti•.T * t on ea is 4/ Sire4. (Land fir) u0-44040# to be pd damage to growing erope fi 7 lict tin "•.. ..1".•°'.`-�..»r,. _ •q+tS:'i *.. ...'•;.. `fur, n • ,rr i •...,SI r , tti.X , • `; ; ;,l. !lii,-. .�. ., .•r'Yy.�xxe .�r cu'; �l , i' ��• �:t: :`.;� ia.)' 'spy 1• „1;� -r'74" c: fL:- 'Y i .....:'• �y•`.'Lap/�..v 1. • at4- -mil• !rx(r'. iA 7" ��!•{ySr.. .1074 :f .4; i.� '•1 .3� . •• ,•D•:+• 4T'43.!•1V.'.' . ••'i• ^•I' :i•-.!f'.rr-C.� *.'ir-1.. .,i. M•,. ••.';:. V,. • fV.yYrV{4.4•02.• . ix 1� *V',a 1..:••- •3^•';,: i.C;1. �t ;i •jy y2y'1' 3ttjt�j(�'�4,1�0, y., �.7":v'; er•:'°tit, . ri;ll�lOr.<.• ..q�r.:.� ,r •• \,x.y.;d7.,c {,.irfl. �:7�•Area 4:'F1T, . :,a•. .Y :; . . �•C !��, ' bac. �w 1�.-•�'�ni' ::•r4"a- :1 ri..sY=..- , •fir .r.�,••- ���a. \•(i- .t. {,; " �•.t .'Jli 1i�!. '.� ..;• •1:. 7=.• • rfr'o'v441.'j'i S.5.1,?,.;•'y t'• -}Q•.. ' :. •:' .a - _ ,mil t• .2;.. 'c•'j1.: �;l.0 •Y, `. •T £ fr,;<.%.., Y :!•.Jr.-,�%`-c .••ryr.• ' ! • • • 7. • • F1 y VA ��el>s..i'� �"i� Ci�=tiiT� Vv. 4, . we s:' . .:ti:•. • :c'••:;j''-•%-,5y�t=='{r''r►�i��l�'.•• 'Sc:t7L;�;' ..74,Pico.4i x" � ^=�' ww the.. .�i'.'.. Off`' `g @ .. � _., ti. , r .`t::;:'. ,►.% '-.44',-"Ori�4 cY•;:•:*s yn>^..,:ht ij,irf.(.� ^.'j+y •I�. t� � ,11p. . .:,:_ ..i-,-4 't_.` .A ". '►;-t•,. l:C:.,;^;•1..:1:^: 2=„r��"5,1� .`,.' .I..+r+ �`i.`�� ,,),,, _ter..;. ! 'a t•• 4i • • • �!�,, a y�,� oe , • ar ,so. DA, i�� rst ded.r:t0ir.�.�..�w�ri':';:chi. .y :: • • o�_: ar" 04'.,: t: CP �� .= ifpFiiiir> in:dt .'^:�ac14 s ;; . •i� •:: ..1.:.j3 '.7.;• ,.4,.;i;:l' :j .:\.•.�-:t.i;.f .i• ,y�l0.Y !Y•'.' '.aa.;:.i-:f.,7: fit.• ?� .h��:4 try:R..f. 1,,\4••i•:: . '• ..,,•., , "+a .{^ + -1. 'i': �$.1.. a"•.;.f, .Y,�-•.:..*.t+l• '��� '!t. -?d � y' :�y.�r.�. rt-' r '•tiJ�►j^. :i:(- • • , ...•C�M'1. ;.,: H„p(1 1 b...i...". • :t: :isie ► �'- :,:ili i�"' •�7:4••,�i ,• t1ti...«,•! x:R��'- - wV Y i/�•^� Y/'; �.+ -ar ,rc.., �:• ._. �yw• w.,..,:':if...i :'ir�..-1..•..':•i=:r_tr. •ram•:ith • y,.:1 +~ ..ems - •`..:: .r.:i�;tat13-. '),+•`•-A;.:e! L /� - n •2• . .,: _r,,w 'F .N :C; �} .(t:xti_. JJa d% �:1Si!►7.i�-'?(; .: .-;; :-• :r; f;;`;:,..x..' ._ (i .. .•H� .e +.il:..• - .e:•i�:;_:js:(��+��ti*, i. ,v�:.. `,ji::•�'.��f:idlf.Y•^ . �•s!: -'' : : - elO = J:.• 'fit,::g• t :t rlsve 8 Ar •0.:..en :t _`o 1. .., :,,+. ;: • 4:•-eobl •• reo2 � •..: mail - - i. -•.,•h-•y�•,J• •• •'v' r - •• .. ,, (yi.. . yam' ,_., i �. et i • 7i - • •:3tre:y:•3':; 'eon, A�inOstrat , .. POat3s1'Tat. 'e=•tPh • h Iz am: p: ‘,` . . : . . :.4 -• >.: , o:;;ss Co .suci--auid...'a$Zt : .. 3� -Te1b-- • • - '•:'$rlph•:'.::inoluding•necats p:c1 L.*i`4•'# .f,-a ee ov the pipty :=.". ; vrlioh:t lap••: cif who fp hate : . i • sec ..•-`' • of- T. 23 I6B. 5 tr:';-: de of ICand state of waah ...-.. •ai rl. 4..,reAd eirort ar hiRhwa�..... ifiic eid prpty with • • t to". lc� t'-''11•• trees noceae to kp•the-free o:►enroci at lea3 18 •= ; • SrchQrd "' ti` 'oet 'naaAo^ - n„d lrnc�r`ls�i �.. �: tt�h+ to t:-�ww i;_ tha •£ gf.;ifilse•3 , $al.ea to be pd for At $2:fi� peA. :polar, whet sit T l�o:add. ,to pay r ends dora.�es roi• 'ink"1:°pa �` 4-• . L .. . . —.-•.'< h„2_ F°&I5.:.tZtl';•••. • 4 • r •-•d -'b \-`i - \ • •' - • • • . . . . .• . . -- • • - •• . - . . . ,• .. . • • . . •• .., . .•:,.,.-..- ' . .. ,. : •, . . • • . . ,. ,.... . : .. . . . : 1 ' : .. % .., .. • ••-•.---ta.---,..-.!:- ..• 1 .' :',..1.1..v•"I...0- i ;,,s4. roo• . • i 1 Pres -:'i•Fi; • ',-' ''' ...,. . I - .:.i • - • • •4..M)•:-.4;',4 •,;•,...•.0. ' ' It' , • •• . •:;-.1 ;••••.:::.3, ._''::4:::.' ., •...., -.... T!,..', .::::...%./ .,- ;:.:CN, :. r,:eni v, e,.:::,:2;. . .:. :. ...e :0-cc--.. ct.:.s, ,, ,.,!.: t:-.e. • •'t:7-..,-,-.,p•:.„. .. . ,..'1,,,,ck•-•,':•:;.4 ... : : . s-- ` L4 i . . ....•:. ...:q. 3 t..,r..0:•.• 0. ..n. S: .' of ' •s ;•1.--_,..:, ',.•:-.•::.:f...•::- Lcf..::......d :0 ;1J C:ra.r:t."0r."• '. ` ...,••},i;.&:.'.,241.:it...4 ,''''• i :11 '. ....!'; ' . . . , ii••1 01- i•r,e s'an ei Gnt Dell... : ,:d.3,:r ,-,_.c..i :Ir., ...,•,u,:u.;.-.• censitiqr.st!on, ., : ';',,,...,••,'N'•••••:::'''. •.,;1-t . w o • .....,;?iil,•,Y;,`,c";;.,V. , -,-. oi hich .,:c:.• , wl,..d,;.-•d, .tc.•••s ...! ,tl.:•:.,• pr••scn.t; convey end -.j.-211!." '. ; i -s . , • it...;:., .......q - • .,• .‘..'s;:!',31 ....,,,.. :11,.: mu:.11..c.IPAE...7.-rt OF !'E1:::.0'2CL', CAI; tjtArr.l.ii, a 1.'..sat..!!:-...;...an ..,;:rpotation, ,.nd •. '''":' . • -'''.4r‘ -i • • . .ssiz,r.s an, ea:;,:meat f o r c he pu u rp,,:ie i iostaliiv.:..„ ecni:ructira.:, operating, mainrLining I . ... ,,,,,,•_,,r. .:2tAl • . '' • ••••".,-.-13 ::.72Clovi.ls, rvpstrinz, replacing an:t usir.3 a sewer Line ¶,.!til all connections, manholes v . ...4%ice. - . ••••••, . . ._ ,. .. ._, '• i V I. -'-2 -...7•••;1' ,.--,•!..6 - 1 .i.ti.,,"...e, . • • .10.1 ari.:pertznave.2:: tr.ercto, to,:,-..,1::: :: with rt;• •::,...,..ht. of •r.;r•dsr, and .!r,rcss for tlie , '.:•‘-:'-'41. ''•,"".:':;-,i' i a:ores:sta.! . , to, froz, cros s, •,l o n,.„ •:noer dnd in thd following descrild-!ii t . . .•i•:-d..1 . ••••41.:3.1;-:--..r., •r-..-:::;: .:-..::: '2 .:-_tz::.•:. 1:: i......s.i.ra, Kin„ Ce'''''''''''' r:t..1,...:. ::::. •!::r.hin3..::::::, tr... -.:it; I • I- ; 1 -',•.. •••1'.(;?..:•;;;-;:::. '' .• ''' •''''''.V ; • ...,. ..4.' :,:f.•:::'.:: "Lii f.:.et in •.:i..!:11, ....--..n..: . -,-_-:-c. syl...:e on each sivle renter . 1.. CC :3 A 1:1 0.,'I:.,': 1.':..:"...' 1::C i r.c, mere particulzr1../ • . 4 :.••::. ' . • ."...7.5ft.....:'.::..! :"..". 710110W6: :1,1..-,.,i!..1:1n.,1-, rt :: .2.,....ac on Cov, cost line of . --v,'•or'r: • •.;.s ca 1r ..-.hel.,•on `..1 43°59'26' F, 7../.24 -':....:.:•.':`..i.-..;'51 1::; .......:i..5.,.., : 3,„......:,on ..,....:2:, city of a.;nt:on, • I feet :rel.. :•.he Int,..rnection thereof ,.i.th th../ ranter line of FiC3t : .:1,-''•.•°.'1 0 • • •"*. .",..-::.r•0...: ...;.".":r 7.11,. exteatled.seni-.heast,...::17; thence 6' 5: 01'40' E a (1157.3r:cc S. 1.32.:::•3 f•.,..t; th,•!:-ce 5 47°C;0'.24' E d dista-.ce of 490.3`: feet, more .••••:•:/?;: - v ' •.' -4....5.:7 cv:: less, L.o the wets.: line of HOL13ar •,:ay. • . •'-i--7.:', I., ' - , •.-',....,=/?..ii I , 1 . . ... '..57.371,;'. ! •. . Granter, laewe.:er, rcser%es a:-. recai...3 all right, title and interest which .: 1 .:'...-,;-'-7-:'..!:•.;:-..v.: :‘'.-;:lat , i i -.. .: -.--7-• Y4.7.ekwi. ... ... :.. . -........ _. .... . i .;..... . ,Ik..,...._ _:,:_:::::. t)...: used and enjoy,:d . ithout interferinz.wich the ea e se ont rights herein conveyed, . . . •-.;:"....,:,.„ ,...„:1,-......,..v..., .v...f. 'fg,t • • 1 cc us . . ,...-..,.-', •.'''.7.....:::::.;',•:',,..••••••• -Z-46a . . I • i ',L3ing e o f che Liurface l i Ad within s. i i S. m v. vtseent. :-.:,.....iZa : ! . - ----. •-- - 7 • ": - ''" i • Grantee, iLs successors and assii,as, 1-.eraby agree. and covenant, at its own . .... • I. •• -`1 iii r . . , .",.:::„:71 ...... , 5 .. . • .. , . ft'Ir..4.- • • I • cost and az:pat:se, co inds_razify and seve harnalass the city of Renton front'any and A . . . 1 .y. --,..,.....,_ :.::.,...... . ...,...7r....r•-•- . ,4... . I. ; .-ArAii • - L11 dat,--a,les, judscazata, cost, claims, expenses, can....,e cf. action and dernar.-Js of ovary :'. ' ":•:',..':-.'vl---i-1.;Z7.:':.-:.--...: . . . i • '.- - i, .• . ,,viesd.r.sy..z-o- ; kind or nature whic'n stay arise and result.'by ro...4son 9:. or in consequence Of or•in • " ''., -...:-- -5-'..-..-i: V '-',2,..,6.,,,- .,'-'? - •••• '-• I ' • . . . ••• A%-.,.--.-,-.-:— 1 . • 1 .1 connection with the installation, conatruction, mainfi nance or use-of said utiliLy '.. -... v e., • •v34.- -- • •-•i '• - •• •-- • . 1 '..;...;' .: '-.-.7-.•:/•'. ,-;',..., c. e.sement, and Grantee to further defend any-such action cltfm,-wfirhou- goae,er •''•'-'''': ..,'.1••';'•',•;f.....:;., i.,. l'a:ili '.. f: V • • • . : • ••-• ' • •'.--- :•':',?'•7' ...",..:••••,..4; ,....:g1,.... .;,.,..:7-• ".,!." ,. ,0. ::::,1,-.2 • . expense CO the City of Rent,n. . - ' - • • ' .'• .t...-.:„:-.N..-..• .-.::::•...?:-• ...-v.: .-';•.tt'.' r••:. .• I. ... .•:: . ... ...- . ...._.-._ . . :-.T.4127..'.:"••••. i i . . . Raferenee is harahv;made to these certain.contract documents entitLeci- -• -Tr•:7::'.:• '77.' ...:F.:•••1: -:,:i-".1.411,•. , . :' • • • ."..„;.i.. ',..:.,...4".24..f.:''. !"-.111. " 1:7- • '''''•',"..it.,";;.,1.4i. ..?:„.:.: "------Vel . I • •.';:ft:.. ,.- ; • • '':'.`tetro CoctrAct tio. 62-2" and p./radruphs B5.07, 03, 09, CI.V.,': .(Sehedula..2), C1.12 . v" ..:.. •...'1.-,f ve,y'et. . ".• • '..1.1ca...4:1 '. .....• 1 . • ... . fi. !-•,,r,,,,::..•• i • suiy pa ro graplls '1' , "::", 3", "4' and '5", paragraphs Cl I: are hereby incorporated I'!,:•..:.. •...--._,..-ti.5-.."• •. i ! ,:,E:- - '7. • .'''''.•r-gi,k, .. . •,' i 1". in and =da a p. rt cf this Utility Easement as tho mini#um requirements-to be..imposed .1•;,:.'..-..; :,-,..?q7.i.!4.:,:.:;..ft:::, .. 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I • :-.'-'.:.•,2•1 :11. ,.,.317- ..41d•ty of. 7=-•,b •Gailf V.".i..Z. • ' 1 .. ••••':.''''''....A.-..-•;; 1 1 - - • i -,."..,,,,-..:•:g,,...„,„:„•••.• 1 CIT.' OF RaiTCN, a monicip:-.1. cc•rpor,:ticr.: -.:.... I 4,-;.11--.':::;';=.1•:,`-,,Z ! ,'".-- ./. /,/,- • - t .•...,::•?,:',:-,=,,Er,,,:•.?ii=izi -. . ;,..- Y - WY' i •••,•.•:. .....-,•zi--:,f-,-,•• I : • D —J/ ,,-*-111/1 •-_-..f-..r......-.— ! .:.•,,,,:.....,4%,.1:: a••or - • . • . 1,-,;.,17.:•••:.2•,•:-- -.--.:::' / • -.)/1 :/ • • 1 ! - "V;:'... 1••• •74 • . . . . - - . sri..',..;:e.s;2•. • • . City Cierk • I - I I-.7•2.''''''"F•---=.,,.,_ -; . - i . . . , . . . . . . i ;-.":,':::•- •.1:.%4",!-,i-i, 1 • ST -2:: OF ',:A=C:C.:5 ) • . . ••ii:4•:7,7.;;;*7...: . ) 86-- . . - . .„ :.••• . . :....:.:•.1..!-.4-- -; 1 ' .. . . . . r.:: CF KlfO ) -I • - :.: 1 7t±c,...;:•7f.ff`?;';7:• i : ... i );•.:Was!-i-g..4. • - 1 . . • • /7 • - . . . . . . . .. . ... ...._ , t ....4%:,-•ackr--•;-:-,..7:.• Ca this ';---...-./..,,K..day of ••-,..• :., 196.2. before tee the atulersigned. a Notary 1.111:Mt :tad for er.a Stata of Washini;ton, duly coralissioaed and sworq,.pertonallyap-pi?ared - :11. A.1.21ENT an 'U.I.:MIE NELSON, to m;.: 1,-..now-t to be the Mayor and:City Cleri'respective-i•.,,,,,.: i .':!1 '... 1:'•e---V71'!. .. . . ly of the City c.,. Reacoa, the xelaici*,..•k.7.-.4rporation. that execnted the.Eoregoing„: 1;.... . Off,t . n :1: cl:no,dds•dl th said inst b o be e free i '-'-':k•-• and volor.cary aot and -;',;,•••.' r.-i!'l '::'•:,..'Z' I : • cf.i.,d of anid corporation.tor ..Itc.. onem, nnd purpeseq tbercin mentiouetiaed on 9.=;:r, i•!.,' F.',,,,'=';•':':' I :tat..t.ti that the.; w•!re authortZed to -,.::etete the sale inst.:ter:ant aua chat ehe SC3: . ,....... ii.'•: .q.:Ze;.-f:-.,,,, -i I . , . affixed 1....: t'...: corporate.seal o,.... 5a1.d zort.)r....tic,a. ,• i ; ,-.1-.11-.-- . • I ' IiiftiE.:;•,:5 my norm; 'ritti.11Q1'.1-1,:i,1.seal. Lareco affixed the day azu year Lest . :';:. ;•',/,:::,;2:=;:i::•L' 1 . •.=. i . .':.:'=.-••:?.:•,.-.4.-.*:-.; . i 1 • • . • .• . . - , , Z.r:24 ; ',-.:::.',.'":- .:. ''.. t • ' ',Z2 -'---21:=7.'.;,./.-.:5 / i :' .1j;, ...:'‘,';•Iri.:-.: 1 ' ' ,,,...- - *.kc,..,.,:;:,..:.....-.4 I : • . , NO• il..r y. Ptt§1.1.c in and, tar Zhu -,..t.a1Z...2 of ••,;k1.-. ; ". ::•.:•=1'..- .7T`.= W.,.shin6,...,-, residing at Reeton. ' t:,-;• . '-••:.'.7i•?'.':?;•••3;•, '" s . ; Pf.;•:1:;. !.: ,i.',1'''. • i ; I .• . . .- '. . . • . ..• •... ,'. . • I • • • .4.*: i. 1 • 1 • . i - .; i',.,-.;:-•,,,?....•••ii:;:. i • • ; ,--1 .1'.•.:•::-.':'.7:;.:;(..•:•' e : - • ..,-/' • .,'..•.. . "',:.:..:.2•,':''-,••.:1...'f;"','..5:.:...•,':i;'-.,'..„;:;!•.:..•.....-•.-•;:..-•;.1•:.,:-1.-,..1.:.,•'• . -..i1t'i1ii• .a,..,.r,,..I•..:N...•..-...',' :.:' .:.-.:,.:•:....:tV.,,.., ...-•. • ..:. ..•:.:.-„..-..,.-.-..-.7'.t..,.,.....7,..;,........1.....••.:.•.•••.'.-_...:.-.-.•_.;•:;••.-.•_:.-' •-..--.,.-.-2--,:-•;•„••'.•.••••-:•.;::.••.:?:;'';..:7:••:••-•--••.-:'!:-.--,7,f.-;7r,,...'..,f7i•,..r7r-,.%":.:.•,.:!":.T'.":• .-.-c...•_7..-...:...;7,...;:-::?•1 r• .„::i-,,r..,..,..A,.•..Z.-•-r.'_:......,,;.-,,:,•,-.-4:.7,-;•4;:,•.-1F1,s,,.•:,:.'•.1..,.1::,--'r Z.;.:'-..::. :::;•-•5,'-'..7t..7,-1.5--;•7•.•.7-.'.-i.::'.-7T•,•;r'.•:•:7:::--•.:,:,.,•.:..::..r.-.-;-•.,,'17..:.•_..•i'„•••.':.•••i,4•l;,",&.-•--•..•-.-..1/ : 2 : = V7,1::i9 - i ;•79"27. 1, n ) .= • . :. •... ' ..., .,,........-.,,,,--",.r.mr-,:-..,-,-.••••••,-.*,-,,-- - - - - .."- • . . . ...... • • .. • I,-•-, • - . .-.• •.•..,:r.:7;:-.-...,..?,-.,„;-• :.-•..... • ... ,...-., .1:-. ::"-..-••• - 7 . •.: .';.',-.Y•r''-'7?..'5,''';',:;.:';'''eZi.,%"....7.': .......tr`.'2.L.1,*:•:;?&;CAA':1477....-. 1 . .. . 7. - , • .'' ..";•,,,c.:,..,!:.7,; ',. f••: - 1 '• 7:'•''... •......t:• L'''f.:"1,',.;fi....7,77r'... .';',..%.:..; :'F'•::::•.;; ;;:lh'il'':::ft`I'':::::4: ..--.. ,..4:m.:''' .1:: IY. 1L EAFF.MFNT 13th day of February . Is 68 THIS.INDENTL�iade this- - t between THE CITY OF RENTON,hereinafter called "Grantor". and PUGET SOUND POWER & LIGHT COMPANY.a Washington Corporation.and hereinafter called"Grantee". RR ITNESSETH: •• That in consideration of One Dollar(51.00)and other valuable considerations. receipt of which is hereby acknowledged. the grantor hereby grants and conveys to the grantee. Its successors and assigns. a right of way easement for an underground electric and system. together with the right to construct.reconstruct.operate.inspect.maintain or remove the same. which snail consist of underground conduits, cables, manholes, vaults and semi-buried or ground mounted facilities such as pads. trans- • formers and other necessary or convenient facilities and eouipment on said right of way, over. under. upon and across the following de c bed p_K-„y l�ted in King Coup':. State of Washington: — - • That portion of the Southear.t l/4 of tie Northwest 1/4 of Section 17, Township 23 North, Range 5 East, W.M. lying northeasterly of the Cedar River waterway and being within the area of Liberty Park, and lying between Bronson Way and Houser Way in the City of Renton. • Beginning at a point of intersection of the center lines of Park Avenue and Bronson Way; CV thence S 48°15'15" W. 75.52 feet along the center line of Bronson Way to a point known N as Engr. Sta. 0+00, established by the City of Renton for the relocation of 8" C.I. water main and telephone cable, and the true point of beginning of a base line that extends S 50° -- 13r00" E. for a distance of 720 feet, more or less, to the NWly margin of Houser Way, from ('') which line reference shall be made to denote a right of way described as a strip of land `� 5 feet in width, being 211 feet on each side of a center line described as follows: Begin- ning at a point along the Ely margin of Bronson Way and said point being 5 feet southerly of and at right angles to the above described base line; thence southeasterly parallel with said base line to Sta. 2+75; thence southwesterly to a point measuring 33 feet at right angles from Sta. 2+75; thence southeasterly to a point measuring 45.5 feet at right angles from Sta. 3+02; thence continuing southeasterly to a point measuring 50.5 feet at right11111 . 4 I • angles from Sta. 4+00; thence continuing southeasterly to a point measuring 53.0 feet from Sta. 4+85; thence continuing southeasterly to a point measuring 52.0 feet at right angles from Sta. 6+06; thence continuing southeasterly to a paint measuring 52.0 feet at • right angles from Sta. 6+60; thence continuing southeasterly to the northwesterly margin of Houser Way and the end of said right of way center line; ALSO, a 5 foot strip of land described as follows: 16.1 Beginning at a point along the easterly margin of Bronson Way and said point being 5 feet . woutherly of said base line and extending northeasterly parallel and adjacent to the i� ? easterly margin of Bronson Way for a distance of 85 feet. . . I MI . ( ( MAR.6- 19681 . so • • • y • • fit,¢'.,:'•••*..',v iI Said right of way is described as a strip of land feet in width, being feet on each side of a center line de- ' 1 scribed as follows: N . • t` . '. O C • c� - ' Granted ,ball have the right of access across the adjacent land of the Grantor, as well as the right to construct. operptg.gp�J, , maintain the necessary vaults and manholes,adjoining said right of way. N'� `�ahv except sidewalks . ' Grantor for himself, his heirs, executors. administrators. successors and assigns convenants that no structurit will be erected • • or permited within said right of way that would interfere with or endanger the unrestricted exercise of the rights and privileges herein • granted; that no digging, tunneling or other form of construction activity will be done or permitted within said right of way which will • disturb the compaction or unearth the lines or equipment thereon, or in any other way remove, threaten or endanger the lateral support • • to said right of way or facilities located therein; that no blasting will be permitted within (15) feet of the right of way. and that no — concrete, tar or other permanent surfacing shall be Installed or permit over or ••%thin one foot of the sides of any vault or manhole installed on said properttel y�.�}}�, cU 1 Grantee shall havcg`ESe�ngCfitttotreemovetany trees orr parts of treestor other vegetation or natural obstructions within said right of way. and may level, grade and regrade said right c:way as may appear to grantee to be necessary for the construction, operation and il maintenance of said facilities. . All conduit or cable laid under this grant shall be buried to such depth is not to interfere with the ordinary landscaping of said right of way,provided however. that no trees. shrubs, or bushes shall be planted thereon without first having obtained written approval from the grantee. ..tea--- IN ITN WHER F this strt merit has been executed the day an a irs vc w t C RE � � Z< S� D PF•AND LIGHT COMPANY D n. C/us er, Mayor /Q Heiinie � Pelson, i y C Lark��� _ s STATE OF WASHINGTON i ss COUNTY OF K t-,...q 1 . On this day personally D.W. Custer, Mayor Helmie W. Nelson, City Clerk • appeared before me y to me known to be the in ividual9 described in and who executed the within and foregoing instrument,and acknowledged that signed the same as • riv [Fee and voluntary a and deed for the uses andwi purposes therein mentior GIVEN rider m rid and o[fi seal this/f�` day of f.e /4 7--- .19% b . / residing at_ ry Public in an for the State o as ington. • STATE OF WASHINGTON ( ss ' COUNTY OF On this ' day of . Ig . before me, the undersigned,personally appeared and • .- to me known to be the President and Secretary,respectively,of ..• the corporation that executed - - .- the foregoing instrument. and acknowledged the said instrument to be the free a-.' voluntary act and deed of said corporation, for the • uses and purposes therein mentioned.and on oath stated that authorized to execute the said instrument and that the seal affixed is the corporate seal of said corporation. Witness my hand and official seal hereto affixed the day and year first above written. ^ residing at • \ Notary Public in and for the State of Washington. - • - -- --•--•- - ._.._:- - II i _ • • • (VIAR:6- 1968 ;-��` ,. ayi.�...:.r . . r • • • • ORIGINAL PUGET EASEMENT FOR UNDERGROUND ELECTRIC SYSTEM POWER For and in consideration of One Dollar ($1.00) and other valuable consideration, the receipt of which is hereby acknowledged, THE CITY OF RENTON,.a municipal, corporation . ("Grantnr"herein,.grants.conveys and warrants t,PI IG171'SOUND I'OWEtt A I.IGI IT COMPANY.a Washington cur. poratitto("Grantee-herein'.for the purposes hereinafter set futlh a perpetual eioemenl under.across soul over the fol. !racing described read properly Hhr"Prnpeerty"herein' ..King • .•-,.-- County.‘1'ashngtnn That portion of the Southeast quarter of the Northwest quarter of Section 17, Township 23 North, Range 5 East, W.M., lying Northeasterly of the Cedar River Waterway and being within the area of Liberty Park and lying between Bronson Way and Houser Way in the City of Renton. FILED i•C RECORD AT REQUEST OF: d' F'Utet h i rA ER CZ REAP-ES,;.TF-:DEPARTMENT P.O.BOX:7034 BELLEVUE.WASHINGTON 98009.9734 CO O ' coExcept as may he otherwise set forth harem Grantee's rights shall lie exercised upon that portion of the Property(the"Right. Go of Way"herein)described as follows: A Righlrof.Way Ten S 1 .__feet in width having._Fiv_e_(5�__-_-_• feet of such width on each side of a renter. line described as follows: SEE ATTACHED EXHIBIT "A" j ri'1 ••-t tr_i_2c1 P. PECI•, F CASHSt_ =.) oCm EXCISE TAX NOT REQUIRED :T King Co.P. cds 1. Purpose.Granter shall have Ihr right In construct.ulrrate.maintain.repair.replace and enlarge an utiV4rou�electric: y transmission and/or distribution system upon and under the Hight•nf•1t'ac ta'gether with all nec ssarsr r cnntentent al,. -i purienanc es therefor.which may include but are not limiter;ei the followine•underground conduits.cacti es.communication lines:vaults.manholes.switches.and transformers:and semi•huried or ground mounted facilities.Following the initial con. stnrctinn of its facilities.Grantee may from time to time cunstruct such additional facilities as it may require. L Access.Grantee shall have the right of arcess to the i ight.u;•l1'ay over and across the Property to enable Grantee to exr7• cis,,its rights hereunder.provided.that Granter shall compensate Grantor fur any damage to the Property caused by the emir. vise of said right of access 3.Obstructions;Landscaping.Granter may from time to tins•remove trees.teethes.or other obstruction within the Right. of-allay and may level and{lade the Right•of•l1'ay to the extent reasumddt sec story es care nut the purposes set forth in paragraph 1 hereof.provided that following any such work.Grantee shall.Sc,the extent reasonably practicable.rester,.the Right•of4Vay to the condition it was immediately prior to such work Following the installatinn of Granter's underground facilities.Grantor may undertake any ordinary improvements to the landscaping of the Right•uf-(Caw.prarhiad that no tries ur other plants shall be placed thereon which mould he unreasonably expensive or impractical for Grantee to remove and restore. 4.Granter's Usa of Rlght•of-Way.Grantor reserves the right to use the Right•nf•Way for any purpose not inconsistent with the rights herein granted.provided:that Grantor shall net construct or maintain any building nr other structure nn the Right- of-Way which would interfere with the exercise of Ihr rights herein granted:that no digging.tunneling or other form of con. struetior,neti•ity shall be done nn the Property which would disturb the compaction nr unearth Grantee's facilities on the Right-of-Way,or endanger the lateral support In said facilities:and that no blasting shall Is.done within 15 loot of the Rhgnt-"I- Way. 5. Indemnity.By accepting and recording this easement.Grantee agrees to indemnify and hold harmless Grantor from any and all claims for injuries and/or damages suffered by any person which may be caused by the Grantee's exercise of the rights herein granted;prodded,that Grantee shall not be responsible to Grantor for any injuries and/or damages to any person caused by acts or omissions of Grantor. 6.Abandonment.The rights herein granted shall continue until such time as Grantee ceases to use the Right•nf-Way for a period of five[51 successive years.in which event this easement shall terminate and all rights hereunder shall revert to Crane tar,provided that no abandonment shall be deemed to have occurred by reason of Grantees failure to initially install its facilities on the Right.of.Way within any period of time from the date hereof. 7. Successors and Assigns.The rights and obligations of the parties shall inure to the benefit of and be binding upon their respective successors and assigns. R-2301/R-2314 8601773 - 8604696 235-66 KJ-A0001 Ma 37 149 DATED this /9 day or !")r 4-. r 19 at- GRANTOR • THre(7 r RFNTON, a mnnlripnl rnrnpra41,n BY: 01,. QOl. QA ATTEST: H -12fi.1•_, )97W7hf /o•i 9- .P City Clerk STATE OF VMSRUCION ) ) ss. Cab= CiF k i A,5 ) On this JCIJArk day of • the undersigned, ay 19 88, before me sinned and sworn, public+ in and for theeItate of Washington,dul colmds- si ne and tone the personally appeared gAr I Cuyl ekr ands mnxtre E. ncOr THE CITY OF RENTON J of the ._ - ' municipal corporation that executed the foregoing instrumnt and acknowledged the N same to be the free and voluntary act and deed of said icipal corporation, for mun _ C the uses and purposes therein mentioned, and,on oath stated that :,� is.c1 re. authorized to execute the said instrument. J VD O WrINFSS my hand and official seal hereto affixed the day and year in this r4 certificate above written. 00 0:e.... A 0 0%.` t.:.7.1 'i.i$ (i . Ir... ••.--?•.•�`.}tie Notary lic in an,_,Asui L . c for the State of !Si' o F't F�M.,` Washin , residing at k.11 I (tt l ) -gYg -fli. ;: k NY COMMISSION EXPIRES liJq YO .;,.,%,j.' g. .f" Assistant City AtCb6rney • • 'Iw R-2301/R-2314 Page 1 0[ 2 8601773/8604696 City,of Rynton EXHIBIT "A" A strip of land ten (10) feet in width lying five (5) feet on each side of ;.he following described centerline, said strip being situated in Section 17, Township 23 North, Range 5 East, W.M., King County, Washington, more particularly described as follows: Commencing at the intersection of the centerline of Bronson Way North, said Right-of-Way being 70 feet in width, and the Northeasterly line of Commercial Water Way No. 2 (Cedar River); Thence South 50'13'00" East along said Northeasterly line a distance of 209.53 feet to a lead and tack monument said point also being a point of curvature; • Thence continuing South 50'13'00" East a tangent distance of 90.47 feet; Thence South 76'37'15" West a distance of 40.3 feel; Thence South 41'19'40" West a distance of 7.5 feet to the True Point of N Beginning; CI Thence North 41'19'40" East a distance of 26.3 feet) O M Thence North 05'37'34" East a distance of 5.6 feet; p Thence North 40'40'37" West a distance of 12.6 feet; G-1 C7 Thence North 13'58'59" East a distance of 15.6 feet; 03 Thence North 04'49'58" West a distance of.45.2 feet; ' Thence North 38'41'26" West a distance of 178.0 feet and the terminus of this centerline description. The side lines of said 10 foot easement are to be extended or shortened to meet at angle points and to terminate 5 feet Southerly of the existing South 5' x 5' power vault and 5 feet northerly of the existing North 5' x 5' power vault. • • I1-2301 . Page 2 of 2 Exhibit "A" Cont'd Ye;POWER VAB:1 LIBERTY PARK • CCI11LpLll:C 1 t UNOCRcRouNO CAOLC (T a'a0'POMLR vautf N•) o c d1 J EASTERLY Lail F \\ "z (CGuuCRG4 MA1CpwaYJ S 50'I]'W- 4PCmtP n � re) VAULT CC CEDAR RIVER LIBRARY CITY OF RENTON DCPA RTAIJ:teT Or PUBLIC WORKS EXHIBIT MAP FOR PUGCT POWER DIf•G.[D 4›. Dni J1.1;7C.198B .a,MM M... AJN • wa1D IIi.M ac�c Iit. sup ro.560 ..,,,. ILA r I a I tee INTERFUND TRANSFER LAN c-i 0- Transfer Number: Date: (;-.) • f General Description: 1764 /11 27.71/1: / Department To Be Charged (Transfer Out-From) / Description Account Number WO/Function I Amount P.1-44) 5/4.,.066060,0;2D.:5146.0016 43 • A 1--` ' VZI i14.1'"A' 6 16 0414ET , / / Department Authorization: )(4 4 1-7 , Department To Be Credited (Transfer In - To) D•No1,./P.N,..-1/- Description Account Number WO/Function Amount PA 0c2 Cis ca c)(-20—I ( (7-1 CX) .3-r,.1 \i'\2 g a` 00 C; . • L.„.. '- °) P 1\ 0610 0 0 st Cc. I tl 17 51 M1LNAf„e DEVELOPMENT PLANNING c,-.)0-) CITY RENTON Distribution: JUL0 7 20 • White: Finance Department Yellow: Department to be Charged Pink: Department to be Credited RECENED *************'******************J[******************************** City of Renton WA Reprinted: 07/07/00 08 :48 Receipt **************************************************************** Receipt Number: R0003673 Amount: 2, 007.26 07/07/00 08 :43 Payment Method: IOT Notation: INTER OFFICE Init: JEJ Project #: LUA00-090 Type: LUA Land Use Actions Parcel No: 172305-9043 Site Address: 1101 BRONSON WY N Total Fees: 2, 007.26 This Payment 2, 007.26 Total ALL Pmts: 2, 007.26 Balance: .00 **************************************************************** Account Code Description Amount 000 .345 . 81. 00 . 0007 Environmental Review 500 . 00 000 .345 . 81. 00 . 0016 Shoreline Subst Dev 500 . 00 000.345 . 81. 00 . 0017 Site Plan Approval 1, 000 . 00 000 . 05 .519 .90 .42 . 1 Postage 7.26 DEVELOPMENT PLANNING CITv OF RENTON JUL 0 7 2000 RECEIVED 00 -ago PHASE II ENVIRONMENTAL SITE ASSESSMENT PROPOSED HIGHLANDS SOIL BORROW SITE 754 EDMONDS AVENUE NE RENTON, WASHINGTON PREPARED FOR: LESLEY WISCOMB, CAPITAL PROJECT COORDINATOR CITY OF RENTON, COMMUNITY SERVICES BY: Bergquist Engineering Services BES Project Number: 20008 Report Number: 3 December 11 , 2000 r • Winn°iT'Y'LL',7,ifED 1141p0 PpOpopil plolop! BergqUisf Erigineeting Bergq ist Engineering Services 32240 8th Avenue SW P.O. Box 25804 Federal Way, Washington 98023 Federal Way,Washington 98093 Phone: 253.661 .7658, Fax: 253.661 .1399, e-mail: RBergqu510@aol.com December 11, 2000 Lesley Wiscomb Community Services City of Renton Renton City Hall - 5th Floor 1055 South Grady Way Renton, Washington 98055 Re: Phase II Environmental Site Assessment Proposed Highlands Annex Soil Borrow Site 754 Edmonds Avenue NE Renton, Washington BES Project Number: 20008 Report #3 Dear Lesley: This report presents the results of our Phase II Environmental Site Assessment for the proposed Highlands Annex soil borrow site at 754 Edmonds Avenue NE in Renton, Washington. The assessment was performed in accordance with BES Proposal Number 14100-Revised, dated November 17, 2000 and accepted by Lesley Wiscomb on November 20, 2000. The purpose of this assessment is to provide information regarding the suitability of the subsurface soils at the Highlands Site for use as structural backfill at the Liberty Park, Henry Moses Swimming Pool Site. Liberty Park is in Zone 1 of the Aquifer Protection Area. This report presents a project description, scope of work, results of the chemical testing, and recommendations. Included in the appendix of this report is a site plan showing the test locations and copies of all of the test results with quality control results. PROJECT DESCRIPTION: The project plans require removal of about 2800 to 3000 cubic yards of near surface soils from the Highlands site and the placement of these soils at the Liberty Park site. The maximum depth of cut at the Highlands site is four feet near the west edge of the property and tapers to about one-foot at the east side of the site. GEOTECHNICAL ENGINEERING AND CONSTRUCTION INSPECTION Highlands Phase II Environmental Site Assessment BES Project Number: 20008-3 Renton, Washington December 11, 2000 According to a Phase I Environmental Site Assessment, Limited Asbestos and Lead Containing Coatings Survey of the site prepared by the company of Dames & Moore, there are no reasons to suspect that hazardous materials were generated, stored, or released on this site. The report did identify, however, some asbestos containing building materials (ACBM) and some lead-based paint in or on the buildings on the site. A qualified contractor abated the ACBMs and lead-based materials, earlier this year, prior to demolition of the buildings. The report identified a boiler room that, at some earlier time, may have occupied • an area along the south edge of the property and that an underground fuel storage tank may have been, or may still be, present in the vicinity of the boiler room. Subsequently obtained reports indicate the tank was aboveground at the approximate location shown on the Site Plan in the Appendix of this report. No leaks or spills related to this tank were reported. SCOPE OF WORK: To determine whether there are hazardous pollutants on the site, we performed a chemical screening of the proposed borrow soils. The field exploration and laboratory testing program used for this screening is based on procedures and methods outlined in, or required by the: (1) Model Toxics Control Act (WAC 173-340) Sections 820 and 830, (2) Guidance on Sampling and Data Analysis Methods, (3) Guidance for Remediation of Petroleum Contaminated Soils, and (4) Renton Aquifer Protection Regulations. The initial field-sampling program was conducted on November 22, 2000 and included excavating eight shallow test borings (1A1 through 8B8) at the locations shown on the Site Plan drawing presented in the Appendix of this report. The soil samples were obtained from a depth of about one to two feet below the existing ground surface using a hand shovel and an Iwan-type hand auger. Prior to obtaining each sample, the sampling tools were washed in a mixture of LIQUI-NOX® soap and distilled water and then rinsed in clean distilled water. Representative soil samples from each initial test location (designated 1 B1 through 8B8) were placed in specially prepared sample containers (two jars full, labeled A and B, from each location) and transported in a chilled container along with chain of custody to CCI Analytical Laboratories, Inc. (CCI) for testing. The test borings were immediately backfilled with the excavated soils upon completion. The following chemical analyses were performed on each of the eight initial soil samples. Bergquist Engineering Services Page 2 of 5 Highlands Phase II Environmental Site Assessment BES Project Number: 20008-3 Renton, Washington December 11, 2000 DESCRIPTION METHOD Priority Pollutants EPA 6010/7000 Series Pesticides, Chlorinated and PCBs EPA 8081/8082Mod. Gasoline Range Organics NWTPH-Gx Volatile Organic Compounds EPA 8260 Diesel Extended NWTPH-Dx The results of the analysis of the initial samples for TPH-Volatile Range, TPH-Diesel Range, and TPH-Oil Range indicated that 98 mg/kg of TPH-Diesel and 97 mg/kg of TPH-Oil Range was detected in sample 1B1A&B. To determine the horizontal limits of the contamination, two additional test locations were sampled on December 4, 2000. Test location 2B1-E, as shown on the Site Plan was located ten feet east of test location 161 and 3B1-N was located ten feet north of 161 . Soil samples were obtained using methods and procedures identical to those described earlier in this report. The samples were transported to CCI in a chilled container with chain-of-custody documentation. RESULTS OF CHEMICAL ANALYSIS: The results of all of the laboratory tests are presented in the Appendix of this report. The following paragraphs summarize those results by category, Pesticides and PCBs, Priority Pollutant Metals, and Total Petroleum Hydrocarbons. Pesticides and PCBs: Tests performed according to EPA Methods 8260A, 8081, and 8082-Modified on soil samples from 161 through 8B8 indicated less than detectable concentrations of the respective analyte. Priority Pollutant Metals: Tests performed according to EPA Methods 6010 and 7471 on soil samples from 1 B through 8B8 indicated less than detectable concentrations of antimony, cadmium, selenium, silver, and thallium. Arsenic (As), in concentrations ranging from 0.9 to 4.3 mg/kg, was detected in all of the test locations. Beryllium (Be), in concentrations ranging from 0.8 to 0.9 mg/kg, was detected in two of the test locations (7B7 and 8B8). Chromium (Cr), in concentrations ranging from 2.6 to 7.5 mg/kg, was detected in all of the test locations. Copper (Cu), in concentrations ranging from 1 .2 to 3.9 mg/kg, was detected in all of the test locations. Lead (Pb), in concentrations ranging of 2.0 mg/kg, was detected in one test location (8B8). Mercury (Hg), in concentrations ranging from 0.02 to Bergquist Engineering Services Page 3 of 5 Highlands Phase II Environmental Site Assessment BES Project Number: 20008-3 Renton, Washington December 11, 2000 0.04 mg/kg, was detected in four of the test locations (161, 2B2, 5B5, 8B8). Nickel (Ni), in concentrations ranging from 4.4 to 11 .0 mg/kg, was detected in seven of the test locations (all except 161). And zinc (Zn), in concentrations ranging from 6.6 to 36 mg/kg, in all of the test locations. The results are summarized in the following table. TABLE OF METALS ANALYSIS 161 2B2 3B3 4B4 5B5 6B6 7B7 8B8: Min. Max. Avg. Bkgnd Sb ND ND ND ND ND ND ND ND -- NR As 3.0 3.9 1.1 3.6 3.0 0.9 4.3 4.2 0.9 4.3 3.0 7 Be ND ND ND ND ND ND 0.08 0.09 0.08 0.09 0.09 0.6 Cd, ND ND ND ND ND ND ND ND -- -- -- 1 Cr " 5.2 7.5 2.6 5.3 6.2 3.9 6.4 6.7 2.6 7.5 5.5 48 Cu ° 2.4 3.7 1.2 2.9 2.8 1.9 3.9 3.7 1.2 3.9 2.8 36 Pb ND ND ND ND ND ND 2 ND 2 2 2 24 Hg. 0.02 0.03 ND ND 0.03 ND ND 0.04 0.02 0.04 0.03 NR Ni. , ND 11.0 4.4 9.3 9.8 6.8 11.0 11.0 4.4 11.0 9.0 NR Se ND ND ND ND ND ND ND ND -- -- -- NR _Ag ND ND ND ND ND ND ND ND -- -- -- NR TI ND ND ND ND ND ND ND ND -- -- -- NR Zn 6.6 9.6 6.9 8.4 8.2 7.3 13 36 6.6 36 12 NR Notes: 1) All results are reported in mg/kg. 2) "ND" Indicates less than detectable concentrations. 3) "NR" Indicates not reported. 4) "Bkgnd" column is the natural background concentrations of metals in soils in the Puget Sound region as reported by Washington State Department of Ecology in Publication #91-1 15, dated October 1994. Total Petroleum Hydrocarbons: Tests performed according to NWTPH-GX on soil samples from test location 1 B1 through 8B8 indicated less than detectable concentration of TPH Volatile Range contamination. Tests performed according to NWTPH-DX on soil samples from test location 2B2 through 8B8 and 2B1-E and 3B1-N indicated less than detectable concentration of TPH DIESEL Range and TPH OIL Range. TPH-DIESEL Range was detected at a concentration of 98 mg/kg and TPH-OIL Range was detected at a concentration of 97 mg/kg in 161 . Bergquist Engineering Services Page 4 of 5 Highlands Phase II Environmental Site Assessment BES Project Number 20008-3 Renton, Washington December 11, 2000 RECOMMENDATIONS: There are no detectable concentrations of pesticides, PCBs, or gasoline range petroleum hydrocarbons on this site. The detectable metals on this site are in the range of, or below, typical background levels of metals in soil in the Puget Sound region. Accordingly, except for the area in the vicinity of test location 1B1 described below, the soils at the Highlands site may be used as fill and backfill at the Liberty Park site. There is an area apparently contaminated with diesel fuel or oil at test hole 1 B1 . Ten feet east and ten feet north of 1 B1 the soils, however, have no detectable hydrocarbons. Therefore, based on the above, we recommend that the soils in the area west of 2B1 -E and south of 3B1 -N be avoided and not used for borrow soils at the Liberty Park site. This area should be clearly delineated to prevent the contractor from removing soil from this area for use at the Liberty Park Site. The concentration of petroleum contaminants in the soil in the area west of , 2B1-E and south of 3B1 -N is below soil cleanup levels for Class 1 Soils, therefore, the soil may be used at the Highlands site as fill and backfill without treatment. CLOSURE: Thank you for this opportunity to work with you on this project. If you have any questions or if we may be of additional service, please contact us. �' Sincerely, ��s A. �e ,'1 Bergquist Engineering Services 4.1 /Q r /a/';',//* q • 30377 ,;„";.z Richard A. Bergquist, P.E d Principal Bergquist Engineering Services Page 5 of 5 APPENDIX - SEE ALTERNATIVE NO. 3 IN SPECIFICATIONS • FOR TRANSPLANTATION OF SHRUBERY(CISmmS) IN ROCKERY AREA. 1 . I= __-`_ —'�--tOt_ SIX TREES TO BE RELOCATED TO PLANTING STRIP. • RELOCATE AT DIRECTION OF OWNER. REMOVE ALL J 1 ALL OTHER TREES/SHRUBS • ., -.,_ems____ � . . .' _ ... REMOVE ROCK WALL(APPROX. 205 LF) SALVAGE _ _ _ x • s ALL ROCKERY FOR SKATE PARK AND DELIVER TO -a,.---------- LIBERTY PARK FOR REUSE. UNUSED PORTIONS TO �.�. ` BE WASTE HAULED BY CONTRACTOR. a 1 REMOVE RAIL'AND II • , 1}� -`•,., �\ate/ \ _ �pS BOLLARD&(2 EACH) . 2B2 1 ��� --- —.___--/ `♦♦ �6 ./..; 7 l03 v.� c mil +5B5� '� i O 111f INFORMAL PLAYFlELD AREA ` 0 0 e /• r, 363 a 0Vy�T \a, W t 1*� 104 • W0. j3B 1-NI . �. • 1111 1. 2B 1-E \, ey rllT/� QO < ..i.......•,..; .. .. il, ii1 tiL i� F' r/ ,, e ;T '0S BBS t..o., ,o Approximate Location of GN'T / REMOVE FENCE(APP•RO• X. 530 U) ' Aboveground Fuel Stooge Tonk lw ' roT s /f 1-1---'-.7....'jt.:f. —=-moo - �— ' • I ♦ �� `i: /� PROTECT AND o ♦` x RETAIN TREE ♦� 7B7 / 44 -1 ♦F♦..�' ~ .r• `i s . \ •. / REMOVE RAIL AND REMOVE ENTIRE RIV ASPHALT ♦�� ( r BOLLARDS(3 EACH) I CONCRETE DRIVEWAY. • x44 • • 0 20' 40' 60' / Scale - 1PROPOSED GRAVEL PATH. CONNECT•70 EXISTING GRAVEL / PATH AT EAST END OF PROPERTY. ♦-..,...... / SLOPEPATH 1X MIN. TOWARDS • EDMONDS AVENUE. ftftbri'''%............i....... / I • J . SITE PLAN Project: Phase II Assessment For City of Renton Bergquist Engineering Location:Renton,Washington Services DES Project Number:20008-3 Date: December,2000 ■■ CCI • ANALYTICAL LABORATORIES,INC. .CERTLFLC.AT O . ..N . . :. . :....... - CLIENT: BERGQUIST ENGINEERING SERVICES DATE: 12/8/00 P.O. BOX 25804 CCIL JOB#: 011110 FEDERAL WAY, WA 98093-2804 CCIL SAMPLE#: 1 • DATE RECEIVED: 11/22/00 WDOE ACCREDITATION #: C142 CLIENT CONTACT: R.A BERGQUIST, P.E. CLIENT PROJECT ID: NONE GIVEN CLIENT SAMPLE ID: 1B1 A&B 11/22/00 12:22PM ..: ::..:. " DATA RESULTS :': - ACTION ANALYSIS ANALYSIS ANALYTE METHOD RESULTS' UNITS" LEVEL"' DATE BY TPH-VOLATILE RANGE NWTPH-GX ND MG/KG 11/28/00 LAH • TPH-DIESEL RANGE NWTPH-DX 98 MG/KG 12/1/00 KAS ' TPH-OIL RANGE NWTPH-DX 97 MG/KG 12/1/00 KAS DICHLORODIFLUOROMETHANE EPA-8260A ND(<10) UG/KG 12/3/00 RAL j CHLOROMETHANE EPA-8260A ND(<10) UG/KG 12/3/00 RAL VINYL CHLORIDE EPA-8260A ND(<10) UG/KG 12/3/00 RAL BROMOMETHANE EPA-8260A ND(<10) UG/KG 12/3/00 RAL -- CHLOROETHANE EPA-8260A ND(<10) UG/KG 12/3/00 RAL , TRICHLOROFLUOROMETHANE EPA-8260A ND(<10) UG/KG 12/3/00 RAL ACETONE EPA-8260A ND(<150) UG/KG 12/3/00 RAL 1,1-DICHLOROETHENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL METHYLENE CHLORIDE EPA-8260A ND(<20) UG/KG 12/3/00 RAL ACRYLONITRILE EPA-8260A ND(<50) UG/KG 12/3/00 RAL METHYL T-BUTYL ETHER EPA-8260A ND(<10) UG/KG 12/3/00 RAL _ _ TRANS-1,2-DICHLOROETHENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL 1,1-DICHLOROETHANE EPA-8260A ND(<10) UG/KG 12/3/00 RAL 2-BUTANONE EPA-8260A ND(<50) UG/KG 12/3/00 RAL CIS-1,2-DICHLOROETHENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL 2,2-DICHLOROPROPANE EPA-8260A ND(<10) UG/KG 12/3/00 RAL BROMOCHLOROMETHANE EPA-8260A ND(<10) UG/KG 12/3/00 RAL ' ' CHLOROFORM EPA-8260A ND(<10) UG/KG 12/3/00 RAL 1,1,1-TRICHLOROETHANE EPA-8260A ND(<10) UG/KG 12/3/00 RAL 1,1-DICHLOROPROPENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL CARBON TETRACHLORIDE EPA-8260A ND(<10) UG/KG 12/3/00 RAL 1,2-DICHLOROETHANE EPA-8260A ND(<10) UG/KG 12/3/00 RAL BENZENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL TRICHLOROETHENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL 1,2-DICHLOROPROPANE EPA-8260A ND(<10) UG/KG 12/3/00 RAL DIBROMOMETHANE EPA-8260A ND(<10) UG/KG 12/3/00 RAL .- BROMODICHLOROMETHANE EPA-8260A ND(<10) UG/KG 12/3/00 RAL TRANS-1,3-DICHLOROPROPENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL 4-METHYL-2-PENTANONE EPA-8260A ND(<50) UG/KG 12/3/00 RAL TOLUENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL " ' CIS-1,3-DICHLOROPROPENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL `- I Page 1 • 3229 Pine St. • Everett,WA 98201 • 425 252-2620 • FAX 425 259-6289 • Seattle 206 292-9059 CCI • ANALYTICAL LABORATORIES,INC. • :. : ; :;;:::i:;:::::: ::::;_.. :;:;.. .. CERTIFICATE OFANALYSIS -:; `- - . , , CLIENT: BERGQUIST ENGINEERING SERVICES DATE: 12/8/00 P.O. BOX 25804 CCIL JOB#: 011110 FEDERAL WAY, WA 98093-2804 CCIL SAMPLE#: 1 DATE RECEIVED: 11/22/00 WDOE ACCREDITATION #: C142 CLIENT CONTACT: R.A BERGQUIST, P.E. CLIENT PROJECT ID: NONE GIVEN ' CLIENT SAMPLE ID: 1B1 A&B 11/22/00 12:22PM 'DATA RESULT ACTION ANALYSIS ANALYSIS - ANALYTE METHOD RESULTS* UNITS** LEVEL.'" DATE BY - 1,1,2-TRICHLOROETHANE EPA-8260A ND(<10) UG/KG 12/3/00 RAL _ 2-HEXANONE EPA-8260A ND(<50) UG/KG 12/3/00 RAL 1,3-DICHLOROPROPANE EPA-8260A ND(<10) UG/KG 12/3/00 RAL TETRACHLOROETHYLENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL DIBROMOCHLOROMETHANE EPA-8260A ND(<10) UG/KG 12/3/00 RAL - 1,2-DIBROMOETHANE EPA-8260A ND(<10) UG/KG 12/3/00 RAL ' CHLOROBENZENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL 1,1,1,2-TETRACHLOROETHANE EPA-8260A ND(<10) UG/KG 12/3/00 RAL ETHYLBENZENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL M+P XYLENE EPA-8260A ND(<20) UG/KG 12/3/00 RAL STYRENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL O-XYLENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL BROMOFORM EPA-8260A ND(<10) UG/KG 12/3/00 RAL ISOPROPYLBENZENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL ' 1,1,2,2-TETRACH LOROETHAN E EPA-8260A ND(<10) UG/KG 12/3/00 RAL 1,2,3-TRICHLOROPROPANE EPA-8260A ND(<10) UG/KG 12/3/00 RAL . BROMOBENZENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL N-PROPYL BENZENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL _ ' 2-CHLOROTOLUENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL 1,3,5-TRIMETHYLBENZENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL 4-CHLOROTOLUENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL T-BUTYL BENZENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL 1,2,4-TRIMETHYL BENZENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL S-BUTYL BENZENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL 1 . P-ISOPROPYLTOLUENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL 1 1,3 DICHLOROBENZENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL 1,4-DICHLOROBENZENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL N-BUTYLBENZENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL 1,2-DICHLOROBENZENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL ' 1,2-DIBROMO 3-CHLOROPROPANE EPA-8260A ND(<50) UG/KG 12/3/00 RAL 1,2,4-TRICHLOROBENZENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL HEXACHLOR01,3-BUTADIENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL NAPHTHALENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL - ' 1,2,3-TRICHLOROBENZENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL a-BHC EPA-8081 ND(<0.01) MG/KG 11/30/00 LAH Page 2 • 3229 Pine St. • Everett,WA 98201 • 425 252-2620 • FAX 425 259-6289 • Seattle 206 292-9059 : II= 1.1CCI . � • ANALYTICAL LABORATORIES,INC. CERTIFICATE OF.ANALYSIS . CLIENT: BERGQUIST ENGINEERING SERVICES DATE: 12/8/00 P.O. BOX 25804 CCIL JOB#: 011110 FEDERAL WAY, WA 98093-2804 'COIL SAMPLE#: . 1 DATE RECEIVED: 11/22/00 WDOE ACCREDITATION #: C142 - CLIENT CONTACT: R.A BERGQUIST, P.E. ' CLIENT PROJECT ID: NONE GIVEN CLIENT SAMPLE ID: 1B1 A&B 11/22/00 12:22PM ... DATA RESULTS `'` ACTION ANALYSIS ANALYSIS ANALYTE METHOD RESULTS' UNITS" LEVEL.** DATE BY g-BHC EPA-8081 ND(<0.01) MG/KG 11/30/00 LAH b-BHC EPA-8081 ND(<0.01) MG/KG 11/30/00 LAH HEPTACHLOR EPA-8081 ND(<0.01) MG/KG 11/30/00 LAH d-BHC EPA-8081 ND(<0.01) MG/KG 11/30/00 LAH ALDRIN EPA-8081 ND(<0.01) MG/KG 11/30/00 LAH HEPTACHLOR EPDXIDE EPA-8081 ND(<0.01) MG/KG 11/30/00 LAH CHLORDANE EPA-8081 ND(<0.02) MG/KG 11/30/00 LAH ENDOSULFAN I EPA-8081 ND(<0.01) MG/KG 11/30/00 LAH 4,4'DDE EPA-8081 ND(<0.01) MG/KG 11/30/00 LAH DIELDRIN EPA-8081 ND(<0.01) MG/KG 11/30/00 LAH ENDRIN EPA-8081 ND(<0.01) MG/KG 11/30/00 LAH ' - 4,4'-DDD EPA-8081 ND(<0.01) MG/KG 11/30/00 LAH ENDOSULFAN II EPA-8081 ND(<0.01) MG/KG 11/30/00 LAH 4,4'-DDT EPA-8081 ND(<0.01) MG/KG 11/30/00 LAH ' i ENDRIN ALDEHYDE EPA-8081 ND(<0.01) MG/KG 11/30/00 LAH ENDOSULFAN SULFATE EPA-8081 ND(<0.01) MG/KG 11/30/00 LAH METHOXYCHLOR EPA-8081 ND(<0.01) MG/KG 11/30/00 LAH ' TOXAPHENE EPA-8081 ND(<.5) MG/KG 11/30/00 LAH ' ' PCB-1016 EPA-8082 MOD ND(<0.1) MG/KG 11/30/00 LAH PCB-1221 EPA-8082 MOD ND(<0.1) MG/KG 11/30/00 LAH PCB-1232 EPA-8082 MOD ND(<0.1) MG/KG 11/30/00 LAH ' ' PCB-1242 EPA-8082 MOD ND(<0.1) MG/KG 11/30/00 LAH - PCB-1248 EPA-8082 MOD ND(<0.1) MG/KG 11/30/00 LAH PCB-1254 EPA-8082 MOD ND(<0.1) MG/KG 11/30/00 LAH PCB-1260 EPA-8082 MOD ND(<0.1) MG/KG 11/30/00 LAH ANTIMONY EPA-6010 ND(<2) MG/KG 12/6/00 CMH ARSENIC EPA-6010 3.0 MG/KG 12/6/00 CMH 1 : BERYLLIUM EPA-6010 ND(<0.08) MG/KG 12/6/00 CMH CADMIUM EPA-6010 ND(<0.1) MG/KG 12/6/00 CMH CHROMIUM EPA-6010 5.2 MG/KG 12/6/00 CMH - COPPER EPA-6010 2.4 MG/KG 12/6/00 CMH LEAD EPA-6010 ND(<1) MG/KG 12/6/00 CMH '- ' MERCURY EPA-7471 0.02 MG/KG 12/4/00 CMH NICKEL EPA-6010 ND(<0.5) MG/KG 12/6/00 CMH i t SELENIUM EPA-6010 ND(<1) MG/KG 12/6/00 CMH Page 3 3229 Pine St. • Everett,WA 98201 • 425 252-2620 • FAX 425 259-6289 • Seattle 206 292-9059 CCI I= IANALYTICAL LABORATORIES,INC. :: -CERTIFICATE�F ANACXS S ... CLIENT: BERGQUIST ENGINEERING SERVICES DATE: 12/8/00 P.O. BOX 25804 CCIL JOB#: 011110 FEDERAL WAY, WA 98093-2804 CCIL SAMPLE#: 1 DATE RECEIVED: 11/22/00 WDOE ACCREDITATION #: C142 CLIENT CONTACT: R.A BERGQUIST, P.E. CLIENT PROJECT ID: NONE GIVEN CLIENT SAMPLE ID: 1B1 A&B 11/22/00 12:22PM . ;: DATARES L ACTION ANALYSIS ANALYSIS ANALYTE METHOD RESULTS' UNITS" LEVEL*** DATE BY - SILVER EPA-6010 ND(<0.2) MG/KG 12/6/00 CMH THALLIUM EPA-6010 ND(<4) MG/KG 12/6/00 CMH ZINC EPA-6010 6.6 MG/KG 12/6/00 CMH NOTE: CHROMATOGRAM INDICATES SAMPLE CONTAINS UNIDENTIFIED LATE DIESEULUBE OIL RANGE PRODUCT • - •"ND"INDICATES ANALYTE ANALYZED FOR BUT NOT DETECTED AT LEVEL ABOVE REPORTING LIMIT.REPORTING LIMIT IS GIVEN IN PARENTHESES OR AS FOLLOWS: GASOLINE(VOLATILE RANGE)REPORTING LIMIT IS 5 MG/KG DIESEL RANGE REPORTING LIMIT IS 25 MG/KG LUBE OIL RANGE REPORTING LIMIT IS 50 MG/KG •• UNITS FOR ALL NON LIQUID SAMPLES ARE REPORTED ON A DRY WEIGHT BASIS ***ACTIONS LEVELS ARE PROVIDED ONLY WHEN PARAMETER DATA IS USED FOR A GENERALLY CONSISTENT APPLICATION. WHEN PROVIDED,THEY SHOULD BE USED AS GUIDELINES ONLY. THE APPROPRIATE REGULATORY DOCUMENT SHOULD BE CONSULTED BEFORE MAKING ANY DECISIONS BASED ON ANALYTICAL DATA APPROVED BY: C)4/ Page 4 3229 Pine St. • Everett,WA 98201 • 425 252-2620 • FAX 425 259-6289 • Seattle 206 292-9059 Ca CCI • ANALYTICAL LABORATORIES,INC. CERTIFICATE OF:ANALYSIS ' CLIENT: BERGQUIST ENGINEERING SERVICES DATE: 12/8/00 P.O. BOX 25804 COIL JOB#: 011110 FEDERAL WAY, WA 98093-2804 CCIL SAMPLE#: 2 DATE RECEIVED: 11/22/00 WDOE ACCREDITATION #: C142 ' CLIENT CONTACT: R.A BERGQUIST, P.E. ' ' CLIENT PROJECT ID: NONE GIVEN CLIENT SAMPLE ID: 2B2 A&B 11/22/00 12:40PM DATARESU ACTION ANALYSIS ANALYSIS ANALYTE METHOD RESULTS' UNITS*" LEVEL*** DATE BY TPH-VOLATILE RANGE NWTPH-GX ND MG/KG 11/27/00 LAH - TPH-SEMIVOLATILE RANGE NWTPH-DX ND MG/KG 12/1/00 KAS ' ' DICHLORODIFLUOROMETHANE EPA-8260A ND(<10) UG/KG 12/3/00 RAL ' CHLOROMETHANE EPA-8260A ND(<10) UG/KG 12/3/00 RAL VINYL CHLORIDE EPA-8260A ND(<10) UG/KG 12/3/00 RAL BROMOMETHANE EPA-8260A ND(<10) UG/KG 12/3/00 RAL - CHLOROETHANE EPA-8260A ND(<10) UG/KG 12/3/00 RAL TRICHLOROFLUOROMETHANE EPA-8260A ND(<10) UG/KG 12/3/00 RAL ACETONE EPA-8260A ND(<150) UG/KG 12/3/00 RAL 1,1-DICHLOROETHENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL METHYLENE CHLORIDE .EPA-8260A ND(<20) UG/KG 12/3/00 RAL ACRYLONITRILE EPA-8260A ND(<50) UG/KG 12/3/00 RAL METHYL T-BUTYL ETHER EPA-8260A ND(<10) UG/KG 12/3/00 RAL TRANS-1,2-DICHLOROETHENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL 1,1-DICHLOROETHANE EPA-8260A ND(<10) UG/KG 12/3/00 RAL 2-BUTANONE EPA-8260A ND(<50) UG/KG 12/3/00 RAL ' CIS-1,2-DICHLOROETHENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL 2,2-DICHLOROPROPANE EPA-8260A ND(<10) UG/KG 12/3/00 RAL BROMOCHLOROMETHANE EPA-8260A ND(<10) UG/KG 12/3/00 , RAL CHLOROFORM EPA-8260A ND(<10) UG/KG 12/3/00 RAL 1,1,1-TRICHLOROETHANE EPA-8260A ND(<10) UG/KG 12/3/00 RAL 1,1-DICHLOROPROPENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL CARBON TETRACHLORIDE EPA-8260A ND(<10) UG/KG 12/3/00 RAL 1,2-DICHLOROETHANE EPA-8260A ND(<10) UG/KG 12/3/00 RAL BENZENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL TRICHLOROETHENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL 1,2-DICHLOROPROPANE EPA-8260A ND(<10) UG/KG 12/3/00 RAL ' ' DIBROMOMETHANE EPA-8260A ND(<10) UG/KG 12/3/00 RAL ' BROMODICHLOROMETHANE EPA-8260A ND(<10) UG/KG 12/3/00 RAL TRANS-I,3-DICHLOROPROPENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL 4-METHYL-2-PENTANONE EPA-8260A ND(<50) UG/KG 12/3/00 RAL TOLUENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL ' CIS-1,3-DICHLOROPROPENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL 1,1,2-TRICHLOROETHANE EPA-8260A ND(<10) UG/KG 12/3/00 RAL 2-HEXANONE EPA-8260A ND(<50) UG/KG 12/3/00 RAL Page 1 3229 Pine St. • Everett,WA 98201 • 425 252-2620 • FAX 425 259-6289 • Seattle 206 292-9059 ' I � � CCI S ANALYTICAL � . LABORATORIES,INC. CERTIFICATE£)F ANALYSIS CLIENT: BERGQUIST ENGINEERING SERVICES DATE: 12/8/00 P.O. BOX 25804 CCIL JOB#: 011110 FEDERAL WAY, WA 98093-2804 CCIL SAMPLE#: 2 DATE RECEIVED: 11/22/00 WDOE ACCREDITATION #: C142 ' CLIENT CONTACT: R.A BERGQUIST, P.E. CLIENT PROJECT ID: NONE GIVEN CLIENT SAMPLE ID: 2B2 A&B 11/22/00 12:40PM ,. ;DATA RESULTS ACTION ANALYSIS ANALYSIS ANALYTE METHOD RESULTS' UNITS" LEVEL"' DATE BY 1,3-DICHLOROPROPANE EPA-8260A ND(<10) UG/KG 12/3/00 RAL TETRACHLOROETHYLENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL DIBROMOCHLOROMETHANE EPA-8260A ND(<10) UG/KG 12/3/00 RAL 1,2-DIBROMOETHANE EPA-8260A ND(<10) UG/KG . 12/3/00 RAL CHLOROBENZENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL , 1,1,1,2-TETRACHLOROETHANE EPA-8260A ND(<10) UG/KG 12/3/00 RAL ETHYLBENZENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL M+P XYLENE EPA-8260A ND(<20) UG/KG 12/3/00 RAL STYRENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL O-XYLENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL BROMOFORM EPA-8260A ND(<10) UG/KG 12/3/00 RAL ISOPROPYLBENZENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL 1,1,2,2-TETRACHLOROETHANE EPA-8260A ND(<10) UG/KG 12/3/00 RAL 1,2,3-TRICHLOROPROPANE EPA-8260A ND(<10) UG/KG 12/3/00 RAL ' BROMOBENZENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL N-PROPYL BENZENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL 2-CHLOROTOLUENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL 1,3,5-TRIMETHYLBENZENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL 4-CHLOROTOLUENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL T-BUTYL BENZENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL 1,2,4-TRIMETHYL BENZENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL S-BUTYL BENZENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL P-ISOPROPYLTOLUENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL -- 1,3 DICHLOROBENZENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL 1,4-DICHLOROBENZENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL N-BUTYLBENZENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL 1,2-DICHLOROBENZENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL 1,2-DIBROMO 3-CHLOROPROPANE EPA-8260A ND(<50) UG/KG 12/3/00 RAL 1,2,4-TRICHLOROBENZENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL HEXACHLOR01,3-BUTADIENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL NAPHTHALENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL 1,2,3-TRICHLOROBENZENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL a-BHC EPA-8081 ND(<0.01) MG/KG 11/30/00 LAH ' g-BHC EPA-8081 ND(<0.01) MG/KG 11/30/00 LAH b-BHC EPA-8081 ND(<0.01) MG/KG 11/30/00 LAH - HEPTACHLOR EPA-8081 ND(<0.01) MG/KG 11/30/00 LAH Page 2 3229 Pine St. • Everett,WA 98201 • 425 252-2620 • FAX 425 259-6289 • Seattle 206 292-9059 II= aCCI • ANALYTICAL LABORATORIES,INC. CERTLhICATEOF.A ... .:.:.: : ...:.:...::>;.>, .:... CLIENT: BERGQUIST ENGINEERING SERVICES DATE: 12/8/00 P.O. BOX 25804 CCIL JOB#: 011110 FEDERAL WAY, WA 98093-2804 CCIL SAMPLE#: 2 DATE RECEIVED: 11/22/00 WDOE ACCREDITATION #: C142 ' ' CLIENT CONTACT: R.A BERGQUIST, P.E. CLIENT PROJECT ID: NONE GIVEN CLIENT SAMPLE ID: 2B2 A&B 11/22/00 12:40PM :.::: . ....:.:. :. ..:.: : .: :.;;. . ''''''',11:;'' ..::.: :: -° :. :; ' DATA:RESULTS' ';: :.:,; ...:.:.: :-':: °;: °:':. .;::. .:. . . :..: . .ij..::. ::::: : 1. ACTION ANALYSIS ANALYSIS ANALYTE METHOD RESULTS' UNITS" LEVEL*" DATE BY d-BHC EPA-8081 ND(<0.01) MG/KG 11/30/00 LAH ALDRIN EPA-8081 ND(<0.01) MG/KG 11/30/00 LAH - HEPTACHLOR EPDXIDE EPA-8081 ND(<0.01) MG/KG 11/30/00 LAH ' CHLORDANE EPA-8081 ND(<0.02) MG/KG 11/30/00 LAH ENDOSULFAN I EPA-8081 ND(<0.01) MG/KG 11/30/00 LAH 4,4'DDE EPA-8081 ND(<0.01) MG/KG 11/30/00 LAH - DIELDRIN EPA-8081 ND(<0.01) MG/KG 11/30/00 LAH ENDRIN EPA-8081 ND(<0.01) MG/KG 11/30/00 LAH 4,4'-DDD EPA-8081 ND(<0.01) MG/KG 11/30/00 LAH ENDOSULFAN II EPA-8081 ND(<0.01) MG/KG 11/30/00 LAH 4,4'-DDT EPA-8081 ND(<0.01) MG/KG 11/30/00 LAH ENDRIN ALDEHYDE EPA-8081 ND(<0.01) MG/KG 11/30/00 LAH ENDOSULFAN SULFATE EPA-8081 ND(<0.01) MG/KG 11/30/00 LAH METHOXYCHLOR EPA-8081 ND(<0.01) MG/KG 11/30/00 LAH TOXAPHENE EPA-8081 ND(<.5) MG/KG 11/30/00 LAH PCB-1016 EPA-8082 MOD ND(<0.1) MG/KG 11/30/00 LAH PCB-1221 EPA-8082 MOD ND(<0.1) MG/KG -11/30/00 LAH PCB-1232 EPA-8082 MOD ND(<0.1) MG/KG 11/30/00 LAH ' PCB-1242 EPA-8082 MOD ND(<0.1) MG/KG 11/30/00 LAH PCB-1248 EPA-8082 MOD ND(<0.1) MG/KG 11/30/00 LAH PCB-1254 EPA-8082 MOD ND(<0.1) MG/KG 11/30/00 LAH PCB-1260 EPA-8082 MOD ND(<0.1) MG/KG 11/30/00 LAH ANTIMONY EPA-6010 ND(<2) MG/KG 12/6/00 CMH ARSENIC EPA-6010 3.9 MG/KG 12/6/00 CMH BERYLLIUM EPA-6010 ND(<0.08) MG/KG 12/6/00 CMH CADMIUM EPA-6010 ND(<0.1) MG/KG 12/6/00 CMH CHROMIUM EPA-6010 7.5 MG/KG 12/6/00 CMH COPPER EPA-6010 3.7 MG/KG 12/6/00 CMH LEAD EPA-6010 ND(<1) MG/KG 12/6/00 CMH MERCURY EPA-7471 0.03 MG/KG 12/4/00 CMH NICKEL EPA-6010 11 MG/KG 12/6/00 CMH SELENIUM EPA-6010 ND(<1) MG/KG 12/6/00 CMH SILVER EPA-6010 ND(<0.2) MG/KG 12/6/00 CMH THALLIUM EPA-6010 ND(<4) MG/KG 12/6/00 CMH ZINC EPA-6010 9.6 MG/KG 12/6/00 CMH Page 3 3229 Pine St. • Everett,WA 98201 • 425 252-2620 • FAX 425 259-6289 • Seattle 206 292-9059 = MI CCI • ANALYTICAL LABORATORIES,INC. .. : :. GERTIFICATE:OF ANALYSIS:• . ... ... - ,. . CLIENT: BERGQUIST ENGINEERING SERVICES DATE: 12/8/00 P.O. BOX 25804 CCIL JOB#: 011110 FEDERAL WAY, WA 98093-2804 CCIL SAMPLE#: 2 DATE RECEIVED: 11/22/00 WDOE ACCREDITATION #: C142 CLIENT CONTACT: R.A BERGQUIST, P.E. CLIENT PROJECT ID: NONE GIVEN CLIENT SAMPLE ID: 2B2 A&B 11/22/00 12:40PM DATA':RESULTS:..: . ACTION ANALYSIS ANALYSIS ANALYTE METHOD RESULTS* UNITS•' LEVEL*** DATE BY •"ND"INDICATES ANALYTE ANALYZED FOR BUT NOT DETECTED AT LEVEL ABOVE REPORTING LIMIT.REPORTING LIMIT IS GIVEN IN PARENTHESES OR AS FOLLOWS: GASOLINE(VOLATILE RANGE)REPORTING LIMIT IS 5 MG/KG DIESEL RANGE REPORTING LIMIT IS 25 MG/KG LUBE OIL RANGE REPORTING LIMIT IS 50 MG/KG •• UNITS FOR ALL NON LIQUID SAMPLES ARE REPORTED ON A DRY WEIGHT BASIS ***ACTIONS LEVELS ARE PROVIDED ONLY WHEN PARAMETER DATA IS USED FOR A GENERALLY CONSISTENT APPLICATION. WHEN PROVIDED,THEY SHOULD BE USED AS GUIDELINES ONLY. THE APPROPRIATE REGULATORY DOCUMENT SHOULD BE CONSULTED BEFORE MAKING ANY DECISIONS BASED ON ANALYTICAL DATA APPROVED BY: .• Page 4 3229 Pine St. • Everett,WA 98201 • 425 252-2620 • FAX 425 259-6289 • Seattle 206 292-9059 , II= 1.1 CCI • ANALYTICAL LABORATORIES,INC. ::':: CERTIFICATE OF ANALYS CLIENT: BERGQUIST ENGINEERING SERVICES DATE: 12/8/00 P.O. BOX 25804 CCIL JOB#: 011110 FEDERAL WAY, WA 98093-2804 CCIL SAMPLE#: 3 DATE RECEIVED: 11/22/00 WDOE ACCREDITATION #: C142 CLIENT CONTACT: R.A BERGQUIST, P.E. CLIENT PROJECT ID: NONE GIVEN ' CLIENT SAMPLE ID: 3B3 A&B 11/22/00 12:55PM SLTS'''. ,.:: .:•... . ................. . . .. .. .. ... ` `.`RE U D ACTION ANALYSIS ANALYSIS ANALYTE METHOD RESULTS' UNITS" LEVEL*** DATE BY ' TPH-VOLATILE RANGE NWTPH-GX ND MG/KG 11/27/00 LAH TPH-SEMIVOLATILE RANGE NWTPH-DX ND MG/KG 12/1/00 KAS DICHLORODIFLUOROMETHANE EPA-8260A ND(<10) UG/KG 12/3/00 RAL CHLOROMETHANE EPA-8260A ND(<10) UG/KG 12/3/00 RAL VINYL CHLORIDE ' EPA-8260A ND(<10) UG/KG 12/3/00 RAL ' BROMOMETHANE EPA-8260A ND(<10) UG/KG 12/3/00 RAL CHLOROETHANE EPA-8260A ND(<10) UG/KG 12/3/00 RAL TRICHLOROFLUOROMETHANE EPA-8260A ND(<10) UG/KG 12/3/00 RAL ACETONE EPA-8260A ND(<150) UG/KG 12/3/00 RAL ' 1,1-DICHLOROETHENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL METHYLENE CHLORIDE EPA-8260A ND(<20) UG/KG 12/3/00 RAL ACRYLONITRILE EPA-8260A ND(<50) UG/KG 12/3/00 RAL METHYL T-BUTYL ETHER - EPA-8260A ND(<10) UG/KG 12/3/00 RAL TRANS-I,2-DICHLOROETHENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL 1,1-DICHLOROETHANE EPA-8260A ND(<10) UG/KG 12/3/00 RAL 2-BUTANONE EPA-8260A ND(<50) UG/KG 12/3/00 RAL CIS-1,2-DICHLOROETHENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL 2,2-DICHLOROPROPANE EPA-8260A ND(<10) UG/KG 12/3/00 RAL BROMOCHLOROMETHANE EPA-8260A ND(<10) UG/KG 12/3/00 RAL CHLOROFORM EPA-8260A ND(<10) UG/KG 12/3/00 RAL 1,1,1-TRICHLOROETHANE EPA-8260A ND(<10) UG/KG 12/3/00 RAL -- 1,1-DICHLOROPROPENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL CARBON TETRACHLORIDE EPA-8260A ND(<10) UG/KG 12/3/00 RAL 1,2-DICHLOROETHANE EPA-8260A ND(<10) UG/KG 12/3/00 RAL BENZENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL TRICHLOROETHENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL 1,2-DICHLOROPROPANE EPA-8260A ND(<10) UG/KG 12/3/00 RAL DI BROMOMETHANE EPA-8260A ND(<10) UG/KG 12/3/00 RAL BROMODICHLOROMETHANE EPA-8260A ND(<10) UG/KG 12/3/00 RAL TRANS-I,3-DICHLOROPROPENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL 4-METHYL-2-PENTANONE EPA-8260A ND(<50) UG/KG 12/3/00 RAL TOLUENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL CIS-1,3-DICHLOROPROPENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL 1,1,2-TRICHLOROETHANE EPA-8260A ND(<10) UG/KG 12/3/00 RAL - 2-HEXANONE EPA-8260A ND(<50) UG/KG 12/3/00 RAL Page 1 3229 Pine St. • Everett,WA 98201 • 425 252-2620 • FAX 425 259-6289 • Seattle 206 292-9059 CCI. �■� ANALYTICAL • LABORATORIES,INC. .:: . :::::; :.': :: :._;:;:':- °::,:• •::,;:_:;. ,.::..-:;:_:::_::: ::::CERTIFI,LATE.OF.ANALYSI...........:... CLIENT: BERGQUIST ENGINEERING SERVICES DATE: 12/8/00 P.O. BOX 25804 CCIL JOB#: 011110 FEDERAL WAY, WA 98093-2804 CCIL SAMPLE#: 3 DATE RECEIVED: 11/22/00 WDOE ACCREDITATION #: C142 CLIENT CONTACT: R.A BERGQUIST, P.E. CLIENT PROJECT ID: NONE GIVEN CLIENT SAMPLE ID: 3B3 A&B 11/22/00 12:55PM DATA RESUL . . ACTION ANALYSIS ANALYSIS - ANALYTE METHOD RESULTS' UNITS" LEVEL"' DATE BY 1,3-DICHLOROPROPANE EPA-8260A ND(<10) UG/KG 12/3/00 RAL TETRACHLOROETHYLENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL DIBROMOCHLOROMETHANE EPA-8260A ND(<10) UG/KG 12/3/00 RAL 1,2-DIBROMOETHANE EPA-8260A ND(<10) UG/KG 12/3/00 PAL - CHLOROBENZENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL 1,1,1,2-TETRACHLOROETHANE EPA-8260A ND(<10) UG/KG 12/3/00 RAL ETHYLBENZENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL M+P XYLENE . EPA-8260A ND(<20) UG/KG 12/3/00 RAL STYRENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL O-XYLENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL BROMOFORM EPA-8260A ND(<10) UG/KG 12/3/00 RAL ISOPROPYLBENZENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL 1,1,2,2-TETRACHLOROETHANE EPA-8260A ND(<10) UG/KG 12/3/00 RAL _ 1,2,3-TRICHLOROPROPANE EPA-8260A ND(<10) UG/KG 12/3/00 RAL BROMOBENZENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL N-PROPYL BENZENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL 2-CHLOROTOLUENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL 1,3,5-TRIMETHYLBENZENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL 4-CHLOROTOLUENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL - T-BUTYL BENZENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL 1,2,4-TRIMETHYL BENZENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL S-BUTYL BENZENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL P-ISOPROPYLTOLUENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL 1,3 DICHLOROBENZENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL 1,4-DICHLOROBENZENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL N-BUTYLBENZENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL 1,2-DICHLOROBENZENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL 1,2-DIBROMO 3-CHLOROPROPANE EPA-8260A ND(<50) UG/KG 12/3/00 RAL 1,2,4-TRICHLOROBENZENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL HEXACHLOR01,3-BUTADIENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL NAPHTHALENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL 1,2,3-TRICHLOROBENZENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL • . a-BHC EPA-8081 ND(<0.01) MG/KG 11/30/00 LAH g-BHC EPA-8081 ND(<0.01) MG/KG 11/30/00 LAH b-BHC EPA-8081 ND(<0.01) MG/KG 11/30/00 LAH HEPTACHLOR EPA-8081 ND(<0.01) MG/KG 11/30/00 LAH Page 2 • 3229 Pine St. • Everett,WA 98201 • 425 252-2620 • FAX 425 259-6289 • Seattle 206 292-9059 I . I= MICCI • ANALYTICAL LABORATORIES,INC. . ... :: : ...;...:.. .::..::: ..:., ...:. ::.._. CE .Tt1=ICATE.O:. AN .. ........ . _. .. . CLIENT: BERGQUIST ENGINEERING SERVICES DATE: 12/8/00 P.O. BOX 25804 CCIL JOB#: 011110 FEDERAL WAY, WA 98093-2804 CCIL SAMPLE#: 3 DATE RECEIVED: 11/22/00 WDOE ACCREDITATION #: C142 CLIENT CONTACT: R.A BERGQUIST, P.E. CLIENT PROJECT ID: NONE GIVEN CLIENT SAMPLE ID: 3B3 A&B 11/22/00 12:55PM T. . ..... .... 1 ACTION ANALYSIS ANALYSIS ANALYTE METHOD RESULTS UNITS** LEVEL' DATE BY d-BHC EPA-8081 ND(<0.01) MG/KG 11/30/00 LAH ALDRIN EPA-8081 ND(<0.01) MG/KG 11/30/00 LAH HEPTACHLOR EPDXIDE EPA-8081 ND(<0.01) MG/KG 11/30/00 LAH CHLORDANE EPA-8081 ND(<0.02) MG/KG 11/30/00 LAH ENDOSULFAN I EPA-8081 ND(<0.01) MG/KG 11/30/00 LAH 4,4'DDE EPA-8081 ND(<0.01) MG/KG 11/30/00 LAH DIELDRIN EPA-8081 ND(<0.01) MG/KG 11/30/00 LAH ENDRIN EPA-8081 ND(<0.01) MG/KG 11/30/00 LAH 4,4'-DDD EPA-8081 ND(<0.01) MG/KG 11/30/00 LAH ENDOSULFAN II EPA-8081 ND(<0.01) MG/KG 11/30/00 LAH 4,4'-DDT EPA-8081 ND(<0.01) MG/KG . 11/30/00 LAH ENDRIN ALDEHYDE EPA-8081 ND(<0.01) MG/KG 11/30/00 LAH ENDOSULFAN SULFATE EPA-8081 ND(<0.01) MG/KG 11/30/00 LAH METHOXYCHLOR EPA-8081 ND(<0.01) MG/KG 11/30/00 LAH TOXAPHENE EPA-8081 ND(<.5) MG/KG 11/30/00 LAH PCB-1016 EPA-8082 MOD ND(<0.1) MG/KG 11/30/00 LAH PCB-1221 EPA-8082 MOD ND(<0.1) MG/KG 11/30/00 LAH PCB-1232 EPA-8082 MOD ND(<0.1) MG/KG 11/30/00 LAH PCB-1242 EPA-8082 MOD ND(<0.1) MG/KG 11/30/00 LAH PCB-1248 EPA-8082 MOD ND(<0.1) MG/KG 11/30/00 LAH PCB-1254 EPA-8082 MOD ND(<0.1) MG/KG 11/30/00 LAH PCB-1260 EPA-8082 MOD ND(<0.1) MG/KG 11/30/00 LAH ANTIMONY EPA-6010 ND(<2) MG/KG 12/6/00 CMH _ ARSENIC EPA-6010 1.1 MG/KG 12/6/00 CMH BERYLLIUM EPA-6010 ND(<0.08) MG/KG 12/6/00 CMH CADMIUM EPA-6010 ND(<0.1) MG/KG 12/6/00 CMH CHROMIUM EPA-6010 2.6 MG/KG 12/6/00 CMH COPPER EPA-6010 1.2 MG/KG 12/6/00 CMH LEAD . EPA-6010 ND(<1) MG/KG 12/6/00 CMH MERCURY EPA-7471 ND(<0.02) MG/KG 12/4/00 - CMH NICKEL EPA-6010 4.4 MG/KG 12/6/00 CMH SELENIUM EPA-6010 ND(<1) MG/KG 12/6/00 CMH SILVER EPA-6010 ND(<0.2) MG/KG 12/6/00 CMH - THALLIUM EPA-6010 ND(<4) MG/KG 12/6/00 CMH ZINC EPA-6010 6.9 MG/KG 12/6/00 CMH Page 3 3229 Pine St. • Everett,WA 98201 • 425 252-2620 • FAX 425 259-6289 • Seattle 206 292-9059 CCI • ANALYTICAL LABORATORIES,INC. >C.ERTII=ICATE OF ANALYSIS :: ' CLIENT: BERGQUIST ENGINEERING SERVICES DATE: 12/8/00 P.O. BOX 25804 CCIL JOB#: 011110 FEDERAL WAY, WA 98093-2804 CCIL SAMPLE#: 3 DATE RECEIVED: 11/22/00 WDOE ACCREDITATION #: C142 - CLIENT CONTACT: R.A BERGQUIST, P.E. CLIENT PROJECT ID: NONE GIVEN CLIENT SAMPLE ID: 3B3 A&B 11/22/00 12:55PM ACTION ANALYSIS ANALYSIS ANALYTE METHOD RESULTS* UNITS'• LEVEL*** DATE BY •"ND"INDICATES ANALYTE ANALYZED FOR BUT NOT DETECTED AT LEVEL ABOVE REPORTING LIMIT.REPORTING LIMIT IS GIVEN IN PARENTHESES OR AS FOLLOWS: GASOLINE(VOLATILE RANGE)REPORTING LIMIT IS 5 MG/KG DIESEL RANGE REPORTING LIMIT IS 25 MG/KG LUBE OIL RANGE REPORTING LIMIT IS 50 MG/KG •' UNITS FOR ALL NON LIQUID SAMPLES ARE REPORTED ON A DRY WEIGHT BASIS '••ACTIONS LEVELS ARE PROVIDED ONLY WHEN PARAMETER DATA IS USED FOR A GENERALLY CONSISTENT APPLICATION. WHEN PROVIDED,THEY SHOULD BE USED AS GUIDELINES ONLY. THE APPROPRIATE REGULATORY DOCUMENT SHOULD BE CONSULTED BEFORE MAKING ANY DECISIONS BASED ON ANALYTICAL DATA i APPROVED BY: (1\kii),/c-/ Page 4 3229 Pine St. • Everett,WA 98201 • 425 252-2620 • FAX 425 259-6289 • Seattle 206 292-9059 '_ CCI • ANALYTICAL LABORATORIES,INC. ' CERTIFICATEPF ANALYSIS CLIENT: BERGQUIST ENGINEERING SERVICES DATE: 12/8/00 P.O. BOX 25804 CCIL JOB#: 011110 FEDERAL WAY, WA 98093-2804 CCIL SAMPLE#: 4 DATE RECEIVED: 11/22/00 ' WDOE ACCREDITATION #: C142 CLIENT CONTACT: R.A BERGQUIST, P.E. CLIENT PROJECT ID: NONE GIVEN CLIENT SAMPLE ID: 4B4 A&B 11/22/00 1:10PM ' : .>::. ..::::. :: . . . ARE SUITS.;::. :: ? :: -::;;: _ '. ..:: - '. ACTION ANALYSIS ANALYSIS ANALYTE METHOD RESULTS' UNITS** LEVEL*** DATE BY - TPH-VOLATILE RANGE NWTPH-GX ND MG/KG 11/27/00 LAH -- TPH-SEMIVOLATILE RANGE NWTPH-DX ND MG/KG 12/1/00 KAS - DICHLORODIFLUOROMETHANE EPA-8260A ND(<10) UG/KG 12/3/00 RAL CHLOROMETHANE EPA-8260A ND(<10) UG/KG 12/3/00 RAL VINYL CHLORIDE EPA-8260A ND(<10) UG/KG 12/3/00 RAL BROMOMETHANE EPA-8260A ND(<10) UG/KG 12/3/00 RAL CHLOROETHANE EPA-8260A ND(<10) UG/KG 12/3/00 RAL TRICHLOROFLUOROMETHANE EPA-8260A ND(<10) UG/KG 12/3/00 RAL ACETONE EPA-8260A ND(<150) UG/KG 12/3/00 RAL 1,1-DICHLOROETHENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL METHYLENE CHLORIDE EPA-8260A ND(<20) UG/KG 12/3/00 RAL ACRYLONITRILE EPA-8260A ND(<50) UG/KG 12/3/00 RAL ' METHYL T-BUTYL ETHER EPA-8260A ND(<10) UG/KG 12/3/00 RAL ' TRANS-1,2-DICHLOROETHENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL 1,1-DICHLOROETHANE EPA-8260A ND(<10) UG/KG 12/3/00 RAL -- 2-BUTANONE EPA-8260A ND(<50) UG/KG 12/3/00 RAL CIS-1,2-DICHLOROETHENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL - 2,2-DICHLOROPROPANE EPA-8260A ND(<10) UG/KG 12/3/00 RAL BROMOCHLOROMETHANE EPA-8260A ND(<10) UG/KG 12/3/00 RAL CHLOROFORM EPA-8260A ND(<10) UG/KG 12/3/00 RAL 1,1,1-TRICHLOROETHANE EPA-8260A ND(<10) UG/KG 12/3/00 RAL . - 1,1-DICHLOROPROPENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL ___ CARBON TETRACHLORIDE EPA-8260A ND(<10) UG/KG 12/3/00 RAL 1,2-DICHLOROETHANE EPA-8260A ND(<10) UG/KG 12/3/00 - RAL BENZENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL TRICHLOROETHENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL 1,2-DICHLOROPROPANE ' EPA-8260A ND(<10) UG/KG 12/3/00 RAL ' DIBROMOMETHANE EPA-8260A ND(<10) UG/KG ' 12/3/00 RAL __ BROMODICHLOROMETHANE EPA-8260A ND(<10) UG/KG 12/3/00 RAL TRANS-I,3-DICHLOROPROPENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL 4-METHYL-2-PENTANONE EPA-8260A ND(<50) UG/KG 12/3/00 RAL 1 TOLUENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL ' '' CIS-1,3-DICHLOROPROPENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL 1,1,2-TRICHLOROETHANE EPA-8260A ND(<10) UG/KG 12/3/00 RAL 2-HEXANONE EPA-8260A ND(<50) UG/KG 12/3/00 RAL Page 1 ' 3229 Pine St. • Everett,WA 98201 • 425 252-2620 • FAX 425 259-6289 • Seattle 206 292-9059 , Il= MICCI • ANALYTICAL LABORATORIES,INC. f .... ::.::::.. ...::. ::s.::r...FI E:....'[[: s;:_i::.:_: t't :: $#p....:,.,.;[.::..i :..:U ky: [: -, CLIENT: BERGQUIST ENGINEERING SERVICES DATE: 12/8/00 P.O. BOX 25804 CCIL JOB#: 011110 FEDERAL WAY, WA 98093-2804 CCIL SAMPLE#: 4 DATE RECEIVED: 11/22/00 WDOE ACCREDITATION #: C142 CLIENT CONTACT: R.A BERGQUIST, P.E.' CLIENT PROJECT ID: NONE GIVEN CLIENT SAMPLE ID: 4B4 A&B 11/22/00 1:10PM AT. RE T:A ACTION ANALYSIS ANALYSIS ANALYTE METHOD RESULTS' UNITS"' LEVEL' DATE BY ' 1,3-DICHLOROPROPANE EPA-8260A ND(<10) UG/KG 12/3/00 ' RAL TETRACHLOROETHYLENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL -- DIBROMOCHLOROMETHANE EPA-8260A ND(<10) UG/KG . 12/3/00 RAL 1,2-DIBROMOETHANE EPA-8260A ND(<10) UG/KG 12/3/00 RAL CHLOROBENZENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL 1,1,1,2-TETRACHLOROETHANE EPA-8260A ND(<10) UG/KG 12/3/00 RAL ETHYLBENZENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL ' M+P XYLENE EPA-8260A ND(<20) UG/KG 12/3/00 RAL STYRENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL _ O-XYLENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL BROMOFORM EPA-8260A ND(<10) UG/KG 12/3/00 RAL ISOPROPYLBENZENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL 1,1,2,2-TETRACHLOROETHANE EPA-8260A ND(<10) UG/KG 12/3/00 RAL 1,2,3-TRICHLOROPROPANE EPA-8260A ND(<10) UG/KG 12/3/00 RAL BROMOBENZENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL N-PROPYL BENZENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL 2-CHLOROTOLUENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL 1,3,5-TRIMETHYLBENZENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL 4 CHLOROTOLUENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL - T-BUTYL BENZENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL 1,2,4-TRIMETHYL BENZENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL S-BUTYL BENZENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL P-ISOPROPYLTOLUENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL 1,3 DICHLOROBENZENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL 1,4-DICHLOROBENZENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL N-BUTYLBENZENE EPA-8260A ND(<10) UG/KG 12/3/00 - RAL ' ' 1,2-DICHLOROBENZENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL 1,2-DIBROMO 3-CHLOROPROPANE EPA-8260A ND(<50) UG/KG 12/3/00 RAL 1,2,4-TRICHLOROBENZENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL HEXACHLOR01,3-BUTADIENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL NAPHTHALENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL 1,2,3-TRICHLOROBENZENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL a-BHC EPA-8081 ND(<0.01) MG/KG 11/30/00 LAH ' ' g-BHC EPA-8081 ND(<0.01) MG/KG 11/30/00 LAH b-BHC EPA-8081 ND(<0.01) MG/KG .11/30/00 LAH - HEPTACHLOR EPA-8081 ND(<0.01) MG/KG 11/30/00 LAH • Page 2 3229 Pine St. • Everett,WA 98201 • 425 252-2620 • FAX 425 259-6289 • Seattle 206 292-9059 CCI • ANALYTICAL LABORATORIES,INC. ALMS :::::: _. :, :::. :. CERTI..CAT. :. :. ,. .::.::::..:::-:.::- ;.:.:::::: :. ....::....:.: ..:::::.:..:;::::..::. CLIENT: BERGQUIST ENGINEERING SERVICES DATE: 12/8/00 ' P.O. BOX 25804 CCIL JOB#: 011110 FEDERAL WAY, WA 98093-2804 CCIL SAMPLE#: 4 DATE RECEIVED: 11/22/00 WDOE ACCREDITATION #: C142 CLIENT CONTACT: R.A BERGQUIST, P.E. CLIENT PROJECT ID: NONE GIVEN . CLIENT SAMPLE ID: 4B4 A&B 11/22/00 1:10PM ES.ULT ACTION ANALYSIS ANALYSIS ANALYTE METHOD RESULTS* UNITS** LEVEL*** DATE BY d-BHC EPA-8081 ND(<0.01) MG/KG 11/30/00 LAH ALDRIN EPA-8081 ND(<0.01) MG/KG 11/30/00 LAH , HEPTACHLOR EPDXIDE EPA-8081 ND(<0.01) MG/KG 11/30/00 LAH f CHLORDANE EPA-8081 ND(<0.02) MG/KG 11/30/00 LAH ENDOSULFAN I EPA-8081 ND(<0.01) MG/KG 11/30/00 LAH 4,4'DDE EPA-8081 ND(<0.01) MG/KG 11/30/00 LAH DIELDRIN EPA-8081 ND(<0.01) MG/KG 11/30/00 LAH ENDRIN. EPA-8081 ND(<0.01) MG/KG 11/30/00 LAH - 4,4'-DDD EPA-8081 ND(<0.01) MG/KG 11/30/00 LAH • ENDOSULFAN II EPA-8081 ND(<0.01) MG/KG 11/30/00 LAH 4,4'-DDT EPA-8081 ND(<0.01) MG/KG 11/30/00 ' LAH ENDRIN ALDEHYDE EPA-8081 ND(<0.01) MG/KG 11/30/00 LAH ENDOSULFAN SULFATE EPA-8081 ND(<0.01) MG/KG 11/30/00 LAH __ METHOXYCHLOR EPA-8081 ND(<0.01) MG/KG 11/30/00 LAH ' ; TOXAPHENE EPA-8081 ND(<.5) MG/KG 11/30/00 LAH PCB-1016 EPA-8082 MOD ND(<0.1) MG/KG 11/30/00 LAH PCB-1221 EPA-8082 MOD ND(<0.1) MG/KG 11/30/00 LAN PCB-1232 EPA-8082 MOD ND(<0.1) MG/KG 11/30/00 • LAH PCB-1242 EPA-8082 MOD ND(<0.1) MG/KG 11/30/00 LAH PCB-1248 EPA-8082 MOD ND(<0.1) MG/KG 11/30/00 LAH PCB-1254 EPA-8082 MOD ND(<0.1) MG/KG 11/30/00 LAH - PCB-1260 EPA-8082 MOD ND(<0.1) MG/KG 11/30/00 LAH ANTIMONY EPA-6010 ND(<2) MG/KG 12/6/00 CMH ARSENIC EPA-6010 . 3.6 MG/KG 12/6/00 CMH ' BERYLLIUM EPA-6010 ND(<0.08) MG/KG 12/6/00 CMH ' CADMIUM EPA-6010 ND(<0.1) MG/KG 12/6/00 CMH - CHROMIUM EPA-6010 5.3 MG/KG 12/6/00 CMH COPPER EPA-6010 2.9 MG/KG 12/6/00 CMH LEAD EPA-6010 ND(<1) MG/KG 12/6/00 CMH ` MERCURY EPA-7471 ND(<0.02) MG/KG 12/4/00 CMH NICKEL EPA-6010 9.3 MG/KG 12/6/00 CMH SELENIUM EPA-6010 ND(<1) MG/KG 12/6/00 CMH SILVER EPA-6010 ND(<0.2) MG/KG. 12/6/00 CMH ' THALLIUM EPA-6010 ND(<4) MG/KG 12/6/00 CMH ZINC EPA-6010 8.4 MG/KG 12/6/00 CMH i l Page 3 3229 Pine St. • Everett,WA 98201 • 425 252-2620 • FAX 425 259-6289 • Seattle 206 292-9059 CCI • ANALYTICAL LABORATORIES,INC. :CERTIFICATE OF`ANALYSIS CLIENT: BERGQUIST ENGINEERING SERVICES DATE: 12/8/00. P.O. BOX 25804 CCIL JOB#: 011110 FEDERAL WAY, WA 98093-2804 CCIL SAMPLE#: 4 DATE RECEIVED: 11/22/00 WDOE ACCREDITATION #: C142 CLIENT CONTACT: R.A BERGQUIST, P.E. CLIENT PROJECT ID: NONE GIVEN CLIENT SAMPLE ID: 4B4 A&B 11/22/00 1:10PM ACTION ANALYSIS ANALYSIS ANALYTE METHOD RESULTS' UNITS** LEVEL"' DATE BY •"ND"INDICATES ANALYTE ANALYZED FOR BUT NOT DETECTED AT LEVEL ABOVE REPORTING LIMIT.REPORTING LIMIT IS GIVEN IN PARENTHESES OR AS FOLLOWS: GASOLINE(VOLATILE RANGE)REPORTING LIMIT IS 5 MG/KG DIESEL RANGE REPORTING LIMIT IS 25 MG/KG LUBE OIL RANGE REPORTING LIMIT IS 50 MG/KG •• UNITS FOR ALL NON LIQUID SAMPLES ARE REPORTED ON A DRY WEIGHT BASIS •"ACTIONS LEVELS ARE PROVIDED ONLY WHEN PARAMETER DATA IS USED FOR A GENERALLY CONSISTENT APPLICATION. WHEN PROVIDED,THEY SHOULD BE USED AS GUIDELINES ONLY. THE APPROPRIATE REGULATORY DOCUMENT SHOULD BE CONSULTED BEFORE MAKING ANY DECISIONS BASED ON ANALYTICAL DATA + I APPROVED BY: Page 4 3229 Pine St. • Everett,WA 98201 • 425 252-2620 • FAX 425 259-6289 • Seattle 206 292-9059 = MICCI • ANALYTICAL LABORATORIES,INC. CERTIFICATE OF;ANALYSIS. CLIENT: BERGQUIST ENGINEERING SERVICES DATE: 12/8/00 P.O. BOX 25804 CCIL JOB#: 011110 FEDERAL WAY, WA 98093-2804 CCIL SAMPLE#: 5 DATE RECEIVED: 11/22/00 WDOE ACCREDITATION #: C142 CLIENT CONTACT: R.A BERGQUIST, P.E. CLIENT PROJECT ID: NONE GIVEN CLIENT SAMPLE ID: 5B5A&B 11/22/00 1:21PM ,: ,:.. : . ::.-:: ::. ... . :: :. : .:::::::::::: ...... :: ::: : DAl'A RESULTS°:; ::;, ::.. ° :_;:::' ::: ;; ' > : ; ; :::;..; :::;. .:: ;: ACTION ANALYSIS ANALYSIS ANALYTE METHOD RESULTS* UNITS'• LEVEL DATE BY TPH-VOLATILE RANGE NWTPH-GX ND MG/KG 11/27/00 LAH - - TPH-SEMIVOLATILE RANGE NWTPH-DX ND MG/KG 12/1/00 KAS DICHLORODIFLUOROMETHANE EPA-8260A ND(<10) UG/KG 12/3/00 RAL CHLOROMETHANE EPA-8260A ND(<10) UG/KG 12/3/00 RAL VINYL CHLORIDE EPA-8260A ND(<10) UG/KG 12/3/00 RAL BROMOMETHANE EPA-8260A ND(<10) UG/KG 12/3/00 RAL CHLOROETHANE EPA-8260A ND(<10) UG/KG 12/3/00 RAL TRICHLOROFLUOROMETHANE EPA-8260A ND(<10) UG/KG 12/3/00 RAL ACETONE EPA-8260A ND(<150) UG/KG 12/3/00 RAL 1,1-DICHLOROETHENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL METHYLENE CHLORIDE EPA-8260A ND(<20) UG/KG 12/3/00 RAL ACRYLONITRILE EPA-8260A ND(<50) UG/KG 12/3/00 RAL METHYL T-BUTYL ETHER EPA-8260A ND(<10) UG/KG 12/3/00 RAL ' TRANS-I,2-DICHLOROETHENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL 1,1-DICHLOROETHANE EPA-8260A ND(<10) UG/KG 12/3/00 RAL 2-BUTANONE EPA-8260A ND(<50) UG/KG 12/3/00 RAL CIS-1,2-DICHLOROETHENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL ' 2,2-DICHLOROPROPANE EPA-8260A ND(<10) UG/KG 12/3/00 RAL BROMOCHLOROMETHANE EPA-8260A ND(<10) UG/KG 12/3/00 RAL CHLOROFORM EPA-8260A ND(<10) UG/KG 12/3/00 RAL 1,1,1-TRICHLOROETHANE EPA-8260A ND(<10) UG/KG 12/3/00 RAL 1,1-DICHLOROPROPENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL CARBON TETRACHLORIDE EPA-8260A ND(<10) UG/KG 12/3/00 RAL 1,2-DICHLOROETHANE EPA-8260A ND(<10) UG/KG 12/3/00 RAL BENZENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL TRICHLOROETHENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL 1,2-DICHLOROPROPANE EPA-8260A ND(<10) UG/KG 12/3/00 RAL DIBROMOMETHANE EPA-8260A ND(<10) UG/KG 12/3/00 RAL ' ' BROMODICHLOROMETHANE EPA-8260A ND(<10) UG/KG 12/3/00 RAL TRANS-I,3-DICHLOROPROPENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL - 4-METHYL-2-PENTANONE EPA-8260A ND(<50) UG/KG 12/3/00 RAL TOLUENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL CIS-1,3-DICHLOROPROPENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL 1,1,2-TRICHLOROETHANE EPA-8260A ND(<10) UG/KG 12/3/00 RAL 2-HEXANONE EPA-8260A ND(<50) UG/KG 12/3/00 RAL Page 1 3229 Pine St. • Everett,WA 98201 • 425 252-2620 • FAX 425 259-6289 • Seattle 206 292-9059 ' II= NM CCI • ANALYTICAL LABORATORIES,INC. . CERTIFICATE O'F QNALYS S .. . CLIENT: BERGQUIST ENGINEERING SERVICES DATE: 12/8/00 P.O. BOX 25804 CCIL JOB#: 011110 FEDERAL WAY, WA 98093-2804 CCIL SAMPLE#: 5 DATE RECEIVED: 11/22/00 WDOE ACCREDITATION #: C142 CLIENT CONTACT: R.A BERGQUIST, P.E. CLIENT PROJECT ID: NONE GIVEN CLIENT SAMPLE ID: 5B5 A&B 11/22/00 1:21PM : _.. . ;;; : : > >:.. :: :.: : ::... .: ::: .._:..,::: : :.:_ :::.;:..:.:>:::: T. .RESULTS :: _ :! ';`: ::'' ::' ;<:. `:, :: ::' ...:;:>;:;_:,.;;;: .';.!, i ACTION ANALYSIS ANALYSIS ANALYTE METHOD RESULTS' UNITS" LEVEL'" DATE BY I 1,3-DICHLOROPROPANE EPA-8260A ND(<10) UG/KG 12/3/00 RAL TETRACHLOROETHYLENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL DIBROMOCHLOROMETHANE EPA-8260A ND(<10) UG/KG 12/3/00 RAL 1,2-DIBROMOETHANE EPA-8260A ND(<10) UG/KG 12/3/00 RAL ' CHLOROBENZENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL 1,1,1,2-TETRACHLOROETHANE EPA-8260A ND(<10) UG/KG 12/3/00 RAL ' ETHYLBENZENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL M+P XYLENE EPA-8260A ND(<20) UG/KG 12/3/00 RAL - STYRENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL O-XYLENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL ' BROMOFORM EPA-8260A ND(<10) UG/KG 12/3/00 RAL ISOPROPYLBENZENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL 1,1,2,2-TETRACHLOROETHANE EPA-8260A ND(<10) UG/KG 12/3/00 RAL 1,2,3-TRICHLOROPROPANE EPA-8260A ND(<10) UG/KG 12/3/00 RAL ' ' BROMOBENZENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL ' N-PROPYL BENZENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL 2-CHLOROTOLUENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL 1,3,5-TRIMETHYLBENZENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL 4-CHLOROTOLUENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL ' T-BUTYL BENZENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL 1,2,4-TRIMETHYL BENZENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL S-BUTYL BENZENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL P-ISOPROPYLTOLUENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL 1,3 DICHLOROBENZENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL 1,4-DICHLOROBENZENE EPA-8260A ND(<10) UGIKG 12/3/00 RAL N-BUTYLBENZENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL 1,2-DICHLOROBENZENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL 1,2-DIBROMO 3-CHLOROPROPANE EPA-8260A ND(<50) UG/KG 12/3/00 RAL 1,2,4-TRICHLOROBENZENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL i I HEXACHLOROI,3-BUTADIENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL NAPHTHALENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL 1,2,3-TRICHLOROBENZENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL a-BHC EPA-8081 ND(<0.01) MG/KG 11/30/00 LAH ' g-BHC EPA-8081 ND(<0.01) MG/KG 11/30/00 LAH b-BHC EPA-8081 ND(<0.01) MG/KG 11/30/00 LAH HEPTACHLOR EPA-8081 ND(<0.01) MG/KG 11/30/00 LAH Page 2 • 3229 Pine St. • Everett,WA 98201 • 425 252-2620 • FAX 425 259-6289 • Seattle 206 292-9059 I= IIIICCI • ANALYTICAL LABORATORIES,INC. ,:: . :.:: :: . ;...:::::::.. :::.::: :. : :::. :.:::;:: :CERTIFICATEOF•ANALY . .. .........: - ::.:: .:: CLIENT: BERGQUIST ENGINEERING SERVICES DATE: 12/8/00 P.O. BOX 25804 CCIL JOB#: 011110 FEDERAL WAY, WA 98093-2804 CCIL SAMPLE#: 5 DATE RECEIVED: 11/22/00 WDOE ACCREDITATION #: C142 ' CLIENT CONTACT: R.A BERGQUIST, P.E. CLIENT PROJECT ID: NONE GIVEN CLIENT SAMPLE ID: 5B5 A&B 11/22/00 1:21PM DATA::R:ESULTS ACTION ANALYSIS ANALYSIS - ANALYTE METHOD RESULTS* UNITS" LEVEL*" DATE BY ' d-BHC EPA-8081 ND(<0.01) MG/KG 11/30/00 LAH ALDRIN EPA-8081 ND(<0.01) MG/KG 11/30/00 LAH HEPTACHLOR EPDXIDE EPA-8081 ND(<0.01) MG/KG 11/30/00 LAH CHLORDANE EPA-8081 ND(<0.02) MG/KG 11/30/00 LAH ' ENDOSULFAN I EPA-8081 ND(<0.01) MG/KG 11/30/00 ' LAH _ 4,4'DDE EPA-8081 ND(<0.01) MG/KG 11/30/00 LAH DIELDRIN EPA-8081 ND(<0.01) MG/KG 11/30/00 . LAH ENDRIN EPA-8081 ND(<0.01) MG/KG 11/30/00 LAH - 4,4'-DDD EPA-8081 ND(<0.01) MG/KG 11/30/00 LAH _ ENDOSULFAN II EPA-8081 ND(<0.01) MG/KG 11/30/00 LAH 4,4'-DDT EPA-8081 ND(<0.01) MG/KG 11/30/00 LAH _ ENDRIN ALDEHYDE EPA-8081 ND(<0.01) MG/KG 11/30/00 LAH ENDOSULFAN SULFATE EPA-8081 ND(<0.01) MG/KG 11/30/00 LAH METHOXYCHLOR EPA-8081 ND(<0.01) MG/KG 11/30/00 LAH TOXAPHENE EPA-8081 ND(<.5) MG/KG 11/30/00 LAH PCB-1016 EPA-8082 MOD ND(<0.1) MG/KG 11/30/00 LAH PCB-1221 EPA-8082 MOD ND(<0.1) MG/KG 11/30/00 LAH PCB-1232 EPA-8082 MOD ND(<0.1) MG/KG 11/30/00 LAH PCB-1242 EPA-8082 MOD ND(<0.1) MG/KG 11/30/00 LAH PCB-1248 EPA-8082 MOD ND(<0.1) MG/KG 11/30/00 LAH PCB-1254 EPA-8082 MOD ND(<0.1) MG/KG 11/30/00 LAH PCB-1260 EPA-8082 MOD ND(<0.1) MG/KG 11/30/00 LAH ANTIMONY EPA-6010 ND(<2) MG/KG 12/6/00 CMH _ ARSENIC EPA-6010 3.0 MG/KG 12/6/00 CMH BERYLLIUM EPA-6010 ND(<0.08) MG/KG 12/6/00 CMH CADMIUM EPA-6010 ND(<0.1) MG/KG 12/6/00 CMH CHROMIUM EPA-6010 6.2 MG/KG 12/6/00 CMH COPPER EPA-6010 2.8 MG/KG 12/6/00 CMH LEAD EPA-6010 ND(<1) MG/KG 12/6/00 CMH ' MERCURY EPA-7471 0.03 MG/KG 12/4/00 CMH NICKEL EPA-6010 9.6 MG/KG 12/6/00 CMH SELENIUM EPA-6010 ND(<1) MG/KG 12/6/00 CMH SILVER EPA-6010 ND(<0.2) MG/KG 12/6/00 CMH '-- THALLIUM EPA-6010 ND(<4) MG/KG 12/6/00 CMH ZINC EPA-6010 8.2 MG/KG . 12/6/00 CMH Page 3 3229 Pine St. • Everett,WA 98201 • 425 252-2620 • FAX 425 259-6289 • Seattle 206 292-9059 1111CCI • ANALYTICAL LABORATORIES,INC. CLIENT: BERGQUIST ENGINEERING SERVICES DATE: 12/8/00 P.O. BOX 25804 CCIL JOB#: 011110 FEDERAL WAY, WA 98093-2804 COIL SAMPLE#: 5 DATE RECEIVED: 11/22/00 WDOE ACCREDITATION #: C142 CLIENT CONTACT: R.A BERGQUIST, P.E. CLIENT PROJECT ID: NONE GIVEN CLIENT SAMPLE ID: 5B5A&B 11/22/00 1:21PM ACTION ANALYSIS ANALYSIS ANALYTE METHOD RESULTS' UNITS" LEVEL*** DATE BY • INDICATES ANALYTE ANALYZED FOR BUT NOT DETECTED AT LEVEL ABOVE REPORTING LIMIT.REPORTING LIMIT IS GIVEN IN PARENTHESES OR AS FOLLOWS: GASOLINE(VOLATILE RANGE)REPORTING LIMIT IS 5 MG/KG DIESEL RANGE REPORTING LIMIT IS 25 MG/KG LUBE OIL RANGE REPORTING LIMIT IS 50 MG/KG •• UNITS FOR ALL NON LIQUID SAMPLES ARE REPORTED ON A DRY WEIGHT BASIS • ACTIONS LEVELS ARE PROVIDED ONLY WHEN PARAMETER DATA IS USED FOR A GENERALLY __ CONSISTENT APPLICATION. WHEN PROVIDED,THEY SHOULD BE USED AS GUIDELINES ONLY. THE APPROPRIATE REGULATORY DOCUMENT SHOULD BE CONSULTED BEFORE MAKING ANY DECISIONS BASED ON ANALYTICAL DATA APPROVED BY: `,-1 0-/ Page 4 3229 Pine St. • Everett,WA 98201 • 425 252-2620 • FAX 425 259-6289 • Seattle 206 292-9059 CCI • ANALYTICAL LABORATORIES,INC. CLIENT: BERGQUIST ENGINEERING SERVICES DATE: 12/8/00 P.O. BOX 25804 CCIL JOB#: 011110 FEDERAL WAY, WA 98093-2804 CCIL SAMPLE#: 6 DATE RECEIVED: 11/22/00 WDOE ACCREDITATION #: C142 ' CLIENT CONTACT: R.A BERGQUIST, P.E. CLIENT PROJECT ID: NONE GIVEN CLIENT SAMPLE ID: 6B6 A&B 11/22/00 1:30PM DATA RESULTS. ACTION ANALYSIS ANALYSIS ANALYTE METHOD RESULTS' UNITS" LEVEL"' DATE BY TPH-VOLATILE RANGE NWTPH-GX ND MG/KG 11/27/00 LAH TPH-SEMIVOLATILE RANGE NWTPH-DX ND MG/KG 12/1/00 KAS DICHLORODIFLUOROMETHANE EPA-8260A ND(<10) UG/KG 12/3/00 RAL CHLOROMETHANE EPA-8260A ND(<10) UG/KG 12/3/00 RAL VINYL CHLORIDE EPA-8260A ND(<10) UG/KG 12/3/00 RAL BROMOMETHANE EPA-8260A ND(<10) UG/KG 12/3/00 RAL CHLOROETHANE EPA-8260A ND(<10) UG/KG 12/3/00 . RAL _ TRICHLOROFLUOROMETHANE EPA-8260A ND(<10) UG/KG 12/3/00 RAL ACETONE EPA-8260A ND(<150) UG/KG 12/3/00 RAL 1,1-DICHLOROETHENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL METHYLENE CHLORIDE EPA-8260A ND(<20) UG/KG 12/3/00 RAL . ACRYLONITRILE EPA-8260A ND(<50) UG/KG 12/3/00 RAL METHYL T-BUTYL ETHER EPA-8260A ND(<10) UG/KG 12/3/00 RAL TRANS-I,2-DICHLOROETHENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL 1,1-DICHLOROETHANE EPA-8260A ND(<10) UG/KG 12/3/00 RAL 2-BUTANONE EPA-8260A ND(<50) UG/KG 12/3/00 RAL CIS-1,2-DICHLOROETHENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL 2,2-DICHLOROPROPANE EPA-8260A ND(<10) UG/KG 12/3/00 RAL BROMOCHLOROMETHANE EPA-8260A ND(<10) UG/KG 12/3/00 RAL CHLOROFORM EPA-8260A ND(<10) UG/KG 12/3/00 RAL 1,1,1-TRICHLOROETHANE EPA-8260A ND(<10) UG/KG 12/3/00 RAL ' 1,1-DICHLOROPROPENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL CARBON TETRACHLORIDE EPA-8260A ND(<10) UG/KG 12/3/00 RAL 1,2-DICHLOROETHANE EPA-8260A ND(<10) UG/KG 12/3/00 RAL BENZENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL TRICHLOROETHENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL 1,2-DICHLOROPROPANE EPA-8260A ND(<10) UG/KG 12/3/00 RAL DIBROMOMETHANE EPA-8260A ND(<10) UG/KG 12/3/00 RAL BROMODICHLOROMETHANE EPA-8260A ND(<10) UG/KG 12/3/00 RAL TRANS-1,3-DICHLOROPROPENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL 4-METHYL-2-PENTANONE EPA-8260A ND(<50) UG/KG 12/3/00 RAL TOLUENE EPA-8260A ND(<10) UG/KG. 12/3/00 RAL CIS-1,3-DICHLOROPROPENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL 1,1,2-TRICHLOROETHANE EPA-8260A ND(<10) UG/KG 12/3/00 RAL 2-HEXANONE EPA-8260A ND(<50) • UG/KG 12/3/00 RAL Page 1 3229 Pine St. • Everett,WA 98201 • 425 252-2620 • FAX 425 259-6289 • Seattle 206 292-9059 III= a CCI • ANALYTICAL LABORATORIES,INC. >:. :. .: : ::::: : ::..::.r::;.: r: . ...;.. 1' :O.F.ANALYSIS ::.' -::;;':' ;'.:' `. ` :_:'`. .::: ` ::;:-:_-:. :.. : .: . .. ::.:' CERTIFICA.E... . .. ::: ;.:.:,::;-. ::::: ::.:: :: .; . CLIENT: BERGQUIST ENGINEERING SERVICES DATE: 12/8/00 P.O. BOX 25804 CCIL JOB#: 011110 FEDERAL WAY, WA 98093-2804 CCIL SAMPLE#: 6 DATE RECEIVED: 11/22/00 WDOE ACCREDITATION #: C142 ' CLIENT CONTACT: R.A BERGQUIST, P.E. CLIENT PROJECT ID: NONE GIVEN CLIENT SAMPLE ID: 666 A&B 11/22/00 1:30PM ,;.. DA..TA RESULTS ;.-. : :: ACTION ANALYSIS ANALYSIS ANALYTE METHOD RESULTS' UNITS" LEVEL"' DATE BY ' 1,3-DICHLOROPROPANE EPA-8260A ND(<10) UG/KG 12/3/00 RAL TETRACHLOROETHYLENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL DIBROMOCHLOROMETHANE EPA-8260A ND(<10) . UG/KG 12/3/00 RAL 1,2-DIBROMOETHANE EPA-8260A ND(<10) UG/KG 12/3/00 RAL CHLOROBENZENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL 1,1,1,2-TETRACHLOROETHANE EPA-8260A ND(<10) UG/KG 12/3/00. RAL 1 ETHYLBENZENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL ; M+P XYLENE EPA-8260A ND(<20) UG/KG 12/3/00 RAL - STYRENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL O-XYLENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL ' BROMOFORM EPA-8260A ND(<10) UG/KG 12/3/00 RAL ' ISOPROPYLBENZENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL 1,1,2,2-TETRACHLOROETHANE EPA-8260A ND(<10) UG/KG 12/3/00 RAL 1,2,3-TRICHLOROPROPANE EPA-8260A ND(<10) UG/KG 12/3/00 RAL BROMOBENZENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL ' N-PROPYL BENZENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL 2-CHLOROTOLUENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL -- 1,3,5-TRIMETHYLBENZENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL 4-CHLOROTOLUENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL T-BUTYL BENZENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL 1,2,4-TRIMETHYL BENZENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL S-BUTYL BENZENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL ' P-ISOPROPYLTOLUENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL - ' 1,3 DICHLOROBENZENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL 1,4-DICHLOROBENZENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL N-BUTYLBENZENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL ' 1,2-DICHLOROBENZENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL - 1,2-DIBROMO 3-CHLOROPROPANE EPA-8260A ND(<50) UG/KG 12/3/00 RAL 1,2,4-TRICHLOROBENZENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL ' HEXACHLOR01,3-BUTADIENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL ' _ NAPHTHALENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL 1,2,3-TRICHLOROBENZENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL ' a-BHC EPA-8081 ND(<0.01) MG/KG 11/30/00 LAH g-BHC EPA-8081 ND(<0.01) MG/KG 11/30/00 LAH b-BHC EPA-8081 ND(<0.01) MG/KG 11/30/00 LAH HEPTACHLOR EPA-8081 ND(<0.01) ' MG/KG 11/30/00 LAH Page 2 3229 Pine St. • Everett,WA 98201 • 425 252-2620 • FAX 425 259-6289 • Seattle 206 292-9059 • in CCI • ANALYTICAL LABORATORIES,INC. : SI CERTiFLGATE.OF ANALYS.S ... CLIENT: BERGQUIST ENGINEERING SERVICES DATE: 12/8/00 P.O. BOX 25804 CCIL JOB#: 011110 FEDERAL WAY, WA 98093-2804 CCIL SAMPLE#: 6 DATE RECEIVED: 11/22/00 ' WDOE ACCREDITATION #: C142 ' CLIENT CONTACT: R.A BERGQUIST, P.E. CLIENT PROJECT ID: NONE GIVEN CLIENT SAMPLE ID: 666 A&B 11/22/00 1:30PM : °= TA RESULTS r. ;<'•:;::;:.:;::: _._: ':'_,'.:< :"`;':;:_:::: '::.`:: ;:: :: ACTION ANALYSIS ANALYSIS ANALYTE METHOD RESULTS' UNITS** LEVEL*** DATE BY d-BHC EPA-8081 ND(<0.01) MG/KG 11/30/00 LAH ALDRIN EPA-8081 ND(<0.01) MG/KG 11/30/00 LAH HEPTACHLOR EPDXIDE - EPA-$081 ND(<0.01) MG/KG 11/30/00 LAH CHLORDANE EPA-8081 ND(<0.02) MG/KG 11/30/00 LAH ENDOSULFAN I EPA-8081 ND(<0.01) MG/KG 11/30/00 LAH 4,4'DDE EPA-8081 ND(<0.01) MG/KG 11/30/00 LAH DIELDRIN EPA-8081 ND(<0.01) MG/KG 11/30/00 LAH ENDRIN EPA-8081 ND(<0.01) MG/KG 11/30/00 LAH 4,4'-DDD EPA-8081 ND(<0.01) MG/KG 11/30/00 LAH ENDOSULFAN II EPA-8081 ND(<0.01) MG/KG 11/30/00 LAH ' 4,4'-DDT EPA-8081 ND(<0.01) MG/KG 11/30/00 LAH ENDRIN ALDEHYDE EPA-8081 ND(<0.01) MG/KG 11/30/00 LAH ENDOSULFAN SULFATE EPA-8081 ND(<0.01) MG/KG 11/30/00 LAH METHOXYCHLOR EPA-8081 ND(<0.01) MG/KG 11/30/00 LAH TOXAPHENE EPA-8081 ND(<.5) MG/KG 11/30/00 LAH PCB-1016 EPA-8082 MOD ND(<0.1) MG/KG 11/30/00 LAH PCB-1221 EPA-8082 MOD ND(<0.1) MG/KG 11/30/00 LAH PCB-1232 • EPA-8082 MOD ND(<0.1) MG/KG 11/30/00 LAH PCB-1242 EPA-8082 MOD ND(<0.1) MG/KG 11/30/00 LAH " PCB-1248 EPA-8082 MOD ND(<0.1) MG/KG 11/30/00 LAH PCB-1254 EPA-8082 MOD ND(<0.1) MG/KG 11/30/00 LAH • PCB-1260 EPA-8082 MOD ND(<0.1) MG/KG 11/30/00 LAH ANTIMONY EPA-6010 ND(<2) MG/KG 12/6/00 CMH ARSENIC EPA-6010 0.9 MG/KG 12/6/00 CMH BERYLLIUM EPA-6010 ND(<0.08) MG/KG • 12/6/00 CMH CADMIUM EPA-6010 ND(<0.1) MG/KG 12/6/00 CMH CHROMIUM EPA-6010 3.9 MG/KG 12/6/00 CMH COPPER EPA-6010 1.9 MG/KG 12/6/00 CMH LEAD . EPA-6010 ND(<1) MG/KG 12/6/00 CMH MERCURY EPA-7471 ND(<0.02) MG/KG _ 12/4/00 CMH NICKEL EPA-6010 6.8 MG/KG 12/6/00 CMH SELENIUM EPA-6010 ND(<1) MG/KG 12/6/00 CMH SILVER EPA-6010 ND(<0.2) MG/KG 12/6/00 CMH THALLIUM EPA-6010 ND(<4) MG/KG 12/6/00 CMH ZINC EPA-6010 7.3 MG/KG 12/6/00 CMH Page 3 3229 Pine St. • Everett,WA 98201 • 425 252-2620 • FAX 425 259-6289 • Seattle 206 292-9059 11= CCI IANALYTICAL LABORATORIES,INC. CERTIFICATE QF ANALY°S1S. CLIENT: BERGQUIST ENGINEERING SERVICES DATE: 12/8/00 P.O. BOX 25804 CCIL JOB#: 011110 FEDERAL WAY, WA 98093-2804 CCIL SAMPLE#: 6 DATE RECEIVED: 11/22/00 WDOE ACCREDITATION #: • C142 CLIENT CONTACT: R.A BERGQUIST, P.E. CLIENT PROJECT ID: NONE GIVEN ' CLIENT SAMPLE ID: 6B6 A&B 11/22/00 1:30PM DATA:RESULTS ACTION ANALYSIS ANALYSIS ANALYTE METHOD RESULTS* UNITS** LEVEL*** DATE BY •"ND"INDICATES ANALYTE ANALYZED FOR BUT NOT DETECTED AT LEVEL ABOVE REPORTING LIMIT.REPORTING LIMIT IS GIVEN IN PARENTHESES OR AS FOLLOWS: GASOLINE(VOLATILE RANGE)REPORTING LIMIT IS 5 MG/KG DIESEL RANGE REPORTING LIMIT IS 25 MG/KG LUBE OIL RANGE REPORTING LIMIT IS 50 MG/KG •• UNITS FOR ALL NON LIQUID SAMPLES ARE REPORTED ON A DRY WEIGHT BASIS •••ACTIONS LEVELS ARE PROVIDED ONLY WHEN PARAMETER DATA IS USED FOR A GENERALLY CONSISTENT APPLICATION. WHEN PROVIDED,THEY SHOULD BE USED AS GUIDELINES ONLY. THE APPROPRIATE REGULATORY DOCUMENT SHOULD BE CONSULTED BEFORE MAKING ANY DECISIONS BASED ON ANALYTICAL DATA APPROVED BY: Da/ Page 4 3229 Pine St. • Everett,WA 98201 • 425 252-2620 • FAX 425 259-6289 • Seattle 206 292-9059 II= MI CCI • ANALYTICAL LABORATORIES,INC. ` . . ....... . .. CERTIFICATEC�F ANALYS.IS.... :.. - CLIENT: BERGQUIST ENGINEERING SERVICES DATE: 12/8/00 P.O. BOX 25804 COIL JOB#: 011110 FEDERAL WAY, WA 98093-2804 CCIL SAMPLE#: 7 DATE RECEIVED: 11/22/00 WDOE ACCREDITATION #: C142 CLIENT CONTACT: R.A BERGQUIST, P.E. CLIENT PROJECT ID: NONE GIVEN CLIENT SAMPLE ID: 7B7 A&B 11/22/00 1:37PM ,.. : . .`; :. DATA RESULTS ACTION ANALYSIS ANALYSIS ANALYTE METHOD RESULTS* UNITS" LEVEL*** DATE BY ' TPH-VOLATILE RANGE NWTPH-GX ND MG/KG 11/27/00 LAH TPH-SEMIVOLATILE RANGE NWTPH-DX ND MG/KG 12/1/00 KAS DICHLORODIFLUOROMETHANE EPA-8260A ND(<10) UG/KG 12/3/00 RAL CHLOROMETHANE EPA-8260A ND(<10) UG/KG 12/3/00 RAL VINYL CHLORIDE EPA-8260A ND(<10) UG/KG 12/3/00 RAL BROMOMETHANE EPA-8260A ND(<10) UG/KG 12/3/00 RAL CHLOROETHANE EPA-8260A ND(<10) UG/KG 12/3/00 RAL TRICHLOROFLUOROMETHANE EPA-8260A ND(<10) UG/KG 12/3/00 RAL : ACETONE EPA-8260A ND(<150) UG/KG 12/3/00 RAL ' 1,1-DICHLOROETHENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL METHYLENE CHLORIDE EPA-8260A ND(<20) UG/KG 12/3/00 RAL ACRYLONITRILE EPA-8260A ND(<50) UG/KG 12/3/00 RAL METHYL T-BUTYL ETHER EPA-8260A ND(<10) UG/KG 12/3/00 RAL TRANS-I,2-DICHLOROETHENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL 1,1-DICHLOROETHANE EPA-8260A ND(<10) UG/KG 12/3/00 RAL 2-BUTANONE EPA-8260A ND(<50) UG/KG 12/3/00 RAL CIS-1,2-DICHLOROETHENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL 2,2-DICHLOROPROPANE EPA-8260A ND(<10) UG/KG 12/3/00 RAL BROMOCHLOROMETHANE EPA-8260A ND(<10) UG/KG 12/3/00 RAL -- CHLOROFORM EPA-8260A ND(<10) UG/KG 12/3/00 RAL 1,1,1-TRICHLOROETHANE EPA-8260A ND(<10) UG/KG 12/3/00 RAL 1,1-DICHLOROPROPENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL CARBON TETRACHLORIDE EPA-8260A ND(<10) UG/KG 12/3/00 RAL ' 1,2-DICHLOROETHANE EPA-8260A ND(<10) UG/KG 12/3/00 RAL BENZENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL TRICHLOROETHENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL 1,2-DICHLOROPROPANE EPA-8260A ND(<10) UG/KG 12/3/00 RAL ' DIBROMOMETHANE EPA-8260A ND(<10) UG/KG 12/3/00 RAL BROMODICHLOROMETHANE EPA-8260A ND(<10) UG/KG 12/3/00 RAL TRANS-1,3-DICHLOROPROPENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL 4-METHYL-2-PENTANONE EPA-8260A ND(<50) UG/KG . 12/3/00 RAL ' TOLUENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL CIS-1,3-DICHLOROPROPENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL 1,1,2-TRICHLOROETHANE EPA-8260A ND(<10) UG/KG 12/3/00 RAL 2-HEXANONE EPA-8260A ND(<50) UG/KG 12/3/00 RAL Page 1 3229 Pine St. • Everett,WA 98201 • 425 252-2620 • FAX 425 259-6289 • Seattle 206 292-9059 1.1 CCI • ANALYTICAL LABORATORIES,INC. :... :....:. . . CLIENT: BERGQUIST ENGINEERING SERVICES DATE: 12/8/00 P.O. BOX 25804 CCIL JOB#: 011110 FEDERAL WAY, WA 98093-2804 CCIL SAMPLE#: 7 DATE RECEIVED: 11/22/00 WDOE ACCREDITATION #: C142 CLIENT CONTACT: R.A BERGQUIST, P.E. CLIENT PROJECT ID: NONE GIVEN CLIENT SAMPLE ID: 7B7 A&B 11/22/00 1:37PM ACTION ANALYSIS ANALYSIS ANALYTE METHOD RESULTS' UNITS** LEVEL*** DATE BY 1,3-DICHLOROPROPANE EPA-8260A ND(<10) UG/KG 12/3/00 RAL TETRACHLOROETHYLENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL DIBROMOCHLOROMETHANE EPA-8260A ND(<10) UG/KG 12/3/00 RAL 1,2-DIBROMOETHANE EPA-8260A ND(<10) UG/KG 12/3/00 RAL '- CHLOROBENZENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL 1,1,1,2-TETRACHLOROETHANE EPA-8260A ND(<10) UG/KG 12/3/00 RAL ETHYLBENZENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL M+P XYLENE EPA-8260A ND(<20) UG/KG 12/3/00 RAL STYRENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL O-XYLENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL BROMOFORM EPA-8260A ND(<10) UG/KG 12/3/00 RAL ISOPROPYLBENZENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL 1,1,2,2-TETRACHLOROETHANE EPA-8260A ND(<10) UG/KG 12/3/00 RAL _ 1,2,3-TRICHLOROPROPANE EPA-8260A ND(<10) UG/KG 12/3/00 RAL BROMOBENZENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL N-PROPYL BENZENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL 2-CHLOROTOLUENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL 1,3;5-TRIMETHYLBENZENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL 4-CHLOROTOLUENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL T-BUTYL BENZENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL 1,2,4-TRIMETHYL BENZENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL - S-BUTYL BENZENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL P-ISOPROPYLTOLUENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL 1,3 DICHLOROBENZENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL 1,4-DICHLOROBENZENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL N-BUTYLBENZENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL 1,2-DICHLOROBENZENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL 1,2-DIBROMO 3-CHLOROPROPANE EPA-8260A ND(<50) UG/KG 12/3/00 RAL 1,2,4-TRICHLOROBENZENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL HEXACHLORO1,3-BUTADIENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL NAPHTHALENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL 1,2,3-TRICHLOROBENZENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL a-BHC EPA-8081 ND(<0.01) MG/KG 11/30/00 LAH g-BHC EPA-8081 ND(<0.01) MG/KG 11/30/00 LAH b-BHC EPA-8081 ND(<0.01) MG/KG 11/30/00 LAH HEPTACHLOR EPA-8081 ND(<0.01) MG/KG 11/30/00 LAH Page 2 3229 Pine St. • Everett,WA 98201 • 425 252-2620 • FAX 425 259-6289 • Seattle 206 292-9059 C . cci � • ANALYTICAL LABORATORIES,INC. CERTIFICATE OF ANA Y CLIENT: BERGQUIST ENGINEERING SERVICES DATE: 12/8/00 P.O. BOX 25804 CCIL JOB#: 011110 FEDERAL WAY, WA 98093-2804 CCIL SAMPLE#: 7 DATE RECEIVED: 11/22/00 WDOE ACCREDITATION #: C142 CLIENT CONTACT: R.A BERGQUIST, P.E. CLIENT PROJECT ID: NONE GIVEN CLIENT SAMPLE ID: 7B7 A&B 11/22/00 1:37PM .DATA R SU S ACTION ANALYSIS ANALYSIS ANALYTE METHOD RESULTS' UNITS" LEVEL"' DATE BY _ d-BHC EPA-8081 ND(<0.01) MG/KG 11/30/00 LAH ALDRIN EPA-8081 ND(<0.01) MG/KG 11/30/00 LAH - , HEPTACHLOR EPDXIDE EPA-8081 ND(<0.01) MG/KG 11/30/00 LAH CHLORDANE EPA-8081 ND(<0.02) MG/KG 11/30/00 LAH ENDOSULFAN I EPA-8081 ND(<0.01) MG/KG 11/30/00 LAH 4,4'DDE EPA-8081 ND(<0.01) MG/KG 11/30/00 LAH DIELDRIN EPA-8081 ND(<0.01) MG/KG 11/30/00 LAH ENDRIN EPA-8081 ND(<0.01) MG/KG 11/30/00 LAH 4,4'-DDD EPA-8081 ND(<0.01) MG/KG 11/30/00 LAH ENDOSULFAN II EPA-8081 ND(<0.01) MG/KG 11/30/00 LAH 4,4'-DDT EPA-8081 ND(<0.01) MG/KG 11/30/00 LAH ENDRIN ALDEHYDE EPA-8081 ND(<0.01) MG/KG 11/30/00 LAH ENDOSULFAN SULFATE .EPA-8081 ND(<0.01) MG/KG 11/30/00 LAH METHOXYCHLOR EPA-8081 ND(<0.01) MG/KG 11/30/00 LAH TOXAPHENE EPA-8081 ND(<.5) MG/KG 11/30/00 LAH PCB-1016 EPA-8082 MOD ND(<0.1) MG/KG 11/30/00 LAH PCB-1221 EPA-8082 MOD ND(<0.1) MG/KG 11/30/00 LAH PCB-1232 EPA-8082 MOD ND(<0.1) MG/KG 11/30/00 LAH PCB-1242 EPA-8082 MOD ND(<0.1) MG/KG 11/30/00 LAH PCB-1248 EPA-8082 MOD ND(<0.1) MG/KG 11/30/00 LAH PCB-1254 EPA-8082 MOD ND(<0.1) MG/KG 11/30/00 LAM PCB-1260 EPA-8082 MOD ND(<0.1) MG/KG 11/30/00 LAM ANTIMONY EPA-6010 ND(<2) MG/KG 12/6/00 CMH ARSENIC EPA-6010 4.3 MG/KG 12/6/00 CMH BERYLLIUM EPA-6010 0.08 MG/KG 12/6/00 CMH i , CADMIUM EPA-6010 ND(<0.1) MG/KG 12/6/00 CMH CHROMIUM EPA-6010 6.4 MG/KG 12/6/00 CMH COPPER EPA-6010 3.9 MG/KG 12/6/00 CMH LEAD EPA-6010 2 MG/KG 12/6/00 CMH MERCURY EPA-7471 ND(<0.02) MG/KG 12/4/00 CMH NICKEL EPA-6010 11 MG/KG 12/6/00 CMH SELENIUM EPA-6010 ND(<1) MG/KG 12/6/00 CMH SILVER EPA-6010 ND(<0.2) MG/KG 12/6/00 CMH THALLIUM EPA-6010 ND(<4) MG/KG 12/6/00 CMH ZINC EPA-6010 13 MG/KG 12/6/00 CMH Page 3 3229 Pine St. • Everett,WA 98201 • 425 252-2620 • FAX 425 259-6289 • Seattle 206 292-9059 11= CCI • ANALYTICAL LABORATORIES,INC. CER'f11=1CATE OF:ANALYS CLIENT: BERGQUIST ENGINEERING SERVICES DATE: 12/8/00 P.O. BOX 25804 CCIL JOB#: 011110 FEDERAL WAY, WA 98093-2804 CCIL SAMPLE#: 7 DATE RECEIVED: 11/22/00 WDOE ACCREDITATION #: C142 CLIENT CONTACT: R.A BERGQUIST, P.E. CLIENT PROJECT ID: NONE GIVEN CLIENT SAMPLE ID: 7B7 A&B 11/22/00 1:37PM . -; ::..: :: .. .. ::DATA RESULl"S :::: _:;_.. ,: .:.., . :':: ::;;: ':':;.;:::;: ;:::>';: 'r:> ;:' -::. : :.. ACTION ANALYSIS ANALYSIS ANALYTE METHOD RESULTS* UNITS" LEVEL"' DATE BY • •"ND"INDICATES ANALYTE ANALYZED FOR BUT NOT DETECTED AT LEVEL ABOVE REPORTING LIMIT.REPORTING LIMIT IS GIVEN IN PARENTHESES OR AS FOLLOWS: GASOLINE(VOLATILE RANGE)REPORTING LIMIT IS 5 MG/KG DIESEL RANGE REPORTING LIMIT IS 25 MG/KG LUBE OIL RANGE REPORTING LIMIT IS 50 MG/KG •• UNITS FOR ALL NON LIQUID SAMPLES ARE REPORTED ON A DRY WEIGHT BASIS "•ACTIONS LEVELS ARE PROVIDED ONLY WHEN PARAMETER DATA IS USED FOR A GENERALLY CONSISTENT APPLICATION. WHEN PROVIDED,THEY SHOULD BE USED AS GUIDELINES ONLY. THE APPROPRIATE REGULATORY DOCUMENT SHOULD BE CONSULTED BEFORE MAKING ANY DECISIONS BASED ON ANALYTICAL DATA UI APPROVED BY: 1) Page 4 3229 Pine St. • Everett,WA 98201 • 425 252-2620 • FAX 425 259-6289 • Seattle 206 292-9059 il CCI • ANALYTICAL LABORATORIES,INC. :;: :: :> ':.:'. ;_ LYSIS ' ::::, ... ::_,:; :;:::: . CERT1FICgTE QF.:A., .NA . CLIENT: BERGQUIST ENGINEERING SERVICES DATE: 12/8/00 P.O. BOX 25804 CCIL JOB#: 011110 FEDERAL WAY, WA 98093-2804 CCIL SAMPLE#: 8 DATE RECEIVED: 11/22/00 WDOE ACCREDITATION #: C142 CLIENT CONTACT: R.A BERGQUIST, P.E. CLIENT PROJECT ID: NONE GIVEN CLIENT SAMPLE ID: 8B8 A&B 11/22/00 1:48PM .. T. : SRES ULTS:' ::_ ::.'': .°':;... _ :: __; . ::: .. , :DA A. ACTION ANALYSIS ANALYSIS ANALYTE METHOD RESULTS' UNITS** LEVEL"' DATE BY TPH-VOLATILE RANGE NWTPH-GX ND MG/KG 11/28/00 LAH TPH-SEMIVOLATILE RANGE NWTPH-DX ND MG/KG 12/1/00 KAS - ' DICHLORODIFLUOROMETHANE EPA-8260A ND(<10) UG/KG 12/3/00 RAL CHLOROMETHANE EPA-8260A ND(<10) UG/KG 12/3/00 RAL VINYL CHLORIDE EPA-8260A ND(<10) UG/KG 12/3/00 RAL ' BROMOMETHANE EPA-8260A ND(<10) UG/KG 12/3/00 RAL CHLOROETHANE EPA-8260A ND(<10) UG/KG 12/3/00 RAL . . TRICHLOROFLUOROMETHANE EPA-8260A ND(<10) UG/KG 12/3/00 RAL ACETONE EPA-8260A ND(<150) UG/KG 12/3/00 RAL 1,1-DICHLOROETHENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL METHYLENE CHLORIDE EPA-8260A ND(<20) UG/KG 12/3/00 RAL _ ACRYLONITRILE EPA-8260A ND(<50) UG/KG 12/3/00 RAL METHYL T-BUTYL ETHER EPA-8260A ND(<10) UG/KG 12/3/00 RAL TRANS-1,2-DICHLOROETHENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL 1,1-DICHLOROETHANE EPA-8260A ND(<10) UG/KG 12/3/00 RAL -- 2-BUTANONE EPA-8260A ND(<50) UG/KG 12/3/00 RAL CIS-1,2-DICHLOROETHENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL 2,2-DICHLOROPROPANE EPA-8260A ND(<10) UG/KG 12/3/00 RAL BROMOCHLOROMETHANE EPA-8260A ND(<10) UG/KG 12/3/00 RAL -; CHLOROFORM EPA-8260A ND(<10) UG/KG 12/3/00 RAL 1,1,1-TRICHLOROETHANE EPA-8260A ND(<10) UG/KG 12/3/00 RAL - 1,1-DICHLOROPROPENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL CARBON TETRACHLORIDE EPA-8260A ND(<10) UG/KG 12/3/00 RAL ' 1,2-DICHLOROETHANE EPA-8260A ND(<10) UG/KG 12/3/00 RAL BENZENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL TRICHLOROETHENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL 1,2-DICHLOROPROPANE EPA-8260A ND(<10) UG/KG 12/3/00. RAL DIBROMOMETHANE EPA-8260A ND(<10) UG/KG 12/3/00 RAL BROMODICHLOROMETHANE EPA-8260A ND(<10) UG/KG - 12/3/00 RAL TRANS-I,3-DICHLOROPROPENE EPA-8260A ND(<10) . UG/KG 12/3/00 RAL - 4-METHYL-2-PENTANONE EPA-8260A ND(<50) UG/KG 12/3/00 RAL TOLUENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL CIS-1,3-DICHLOROPROPENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL 1,1,2-TRICHLOROETHANE EPA-8260A ND(<10) UG/KG 12/3/00 RAL 2-HEXANONE EPA-8260A ND(<50) UG/KG 12/3/00 RAL Page 1 3229 Pine St. • Everett,WA 98201 • 425 252-2620 • FAX 425 259-6289 • Seattle 206 292-9059 1. CCI • ANALYTICAL LABORATORIES,INC. : . . ,..... CERTIFI:CATE`OF.ANALYS S.,• .. . CLIENT: BERGQUIST ENGINEERING SERVICES DATE: 12/8/00 P.O. BOX 25804 CCIL JOB#: 011110 FEDERAL WAY, WA 98093-2804 CCIL SAMPLE#: 8 DATE RECEIVED: 11/22/00 WDOE ACCREDITATION #: C142 ' CLIENT CONTACT: R.A BERGQUIST, P.E. . CLIENT PROJECT ID: NONE GIVEN CLIENT SAMPLE ID: 8B8 A&B 11/22/00 1:48PM ,: .. :.:.DATA RESULTS , .: . .. . .. ACTION ANALYSIS ANALYSIS ANALYTE METHOD RESULTS' UNITS" LEVEL*" DATE BY 1,3-DICHLOROPROPANE EPA-8260A ND(<10) UG/KG 12/3/00 RAL TETRACHLOROETHYLENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL DIBROMOCHLOROMETHANE EPA-8260A ND(<10) UG/KG 12/3/00 RAL 1,2-DIBROMOETHANE EPA-8260A ND(<10) UG/KG 12/3/00 RAL CHLOROBENZENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL 1,1,1,2-TETRACHLOROETHANE EPA-8260A ND(<10) UG/KG 12/3/00 RAL ETHYLBENZENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL M+P XYLENE EPA-8260A ND(<20) UG/KG 12/3/00 RAL STYRENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL O-XYLENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL BROMOFORM EPA-8260A ND(<10) UG/KG 12/3/00 RAL ISOPROPYLBENZENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL 1,1,2,2-TETRACHLOROETHANE EPA-8260A ND(<10) UG/KG 12/3/00 RAL 1,2,3-TRICHLOROPROPANE EPA-8260A ND(<10) UG/KG 12/3/00 RAL BROMOBENZENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL N-PROPYL BENZENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL 2-CHLOROTOLUENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL 1,3,5-TRIMETHYLBENZENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL 4-CHLOROTOLUENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL T-BUTYL BENZENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL 1,2,4-TRIMETHYL BENZENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL -- S-BUTYL BENZENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL P-ISOPROPYLTOLUENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL 1,3 DICHLOROBENZENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL 1,4-DICHLOROBENZENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL N-BUTYLBENZENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL 1,2-DICHLOROBENZENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL 1,2-DIBROMO 3-CHLOROPROPANE EPA-8260A ND(<50) UG/KG 12/3/00 RAL 1,2,4-TRICHLOROBENZENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL HEXACHLORO1,3-BUTADIENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL NAPHTHALENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL 1,2,3-TRICHLOROBENZENE EPA-8260A ND(<10) UG/KG 12/3/00 RAL a-BHC EPA-8081 ND(<0.01) MG/KG 11/30/00 LAH g-BHC EPA-8081 ND(<0.01) MG/KG 11/30/00 LAH b-BHC EPA-8081 ND(<0.01) MG/KG 11/30/00 LAH HEPTACHLOR EPA-8081 ND(<0.01) MG/KG 11/30/00 LAH Page 2 3229 Pine St. • Everett,WA 98201 • 425 252-2620 • FAX 425 259-6289 • Seattle 206 292-9059 = IMCCI � • ANALYTICAL LABORATORIES,INC. .. :::CERTIFIGATEOF;ANALY .. - CLIENT: BERGQUIST ENGINEERING SERVICES DATE: 12/8/00 P.O. BOX 25804 CCIL JOB#: 011110 FEDERAL WAY, WA 98093-2804 CCIL SAMPLE#: 8 DATE RECEIVED: 11/22/00 WDOE ACCREDITATION #: C142 - CLIENT CONTACT: R.A BERGQUIST, P.E. CLIENT PROJECT ID: NONE GIVEN CLIENT SAMPLE ID: 8B8 A&B 11/22/00 1:48PM . . - ::.:.. , ,DATA RESULTS. ACTION ANALYSIS ANALYSIS ANALYTE METHOD RESULTS* UNITS'• LEVEL*" DATE BY d-BHC EPA-8081 ND(<0.01) MG/KG 11/30/00 LAH ALDRIN EPA-8081 ND(<0.01) MG/KG 11/30/00 LAH HEPTACHLOR EPDXIDE EPA-8081 ND(<0.01) MG/KG 11/30/00 LAH CHLORDANE EPA-8081 ND(<0.02) MG/KG 11/30/00 LAH ' ENDOSULFAN I EPA-8081 ND(<0.01) MG/KG 11/30/00 LAH 4,4'DDE EPA-8081 ND(<0.01) MG/KG 11/30/00 LAH - DIELDRIN EPA-8081 ND(<0.01) MG/KG 11/30/00 LAH ENDRIN EPA-8081 ND(<0.01) MG/KG 11/30/00 LAH 4,4'-DDD EPA-8081 ND(<0.01) MG/KG 11/30/00 LAH ENDOSULFAN II - EPA-8081 ND(<0.01) MG/KG 11/30/00 LAH 4,4'-DDT EPA-8081 ND(<0.01) MG/KG 11/30/00 LAH ENDRIN ALDEHYDE EPA-8081 ND(<0.01) MG/KG 11/30/00 LAH ENDOSULFAN SULFATE EPA-8081 ND(<0.01) MG/KG 11/30/00 LAH - METHOXYCHLOR EPA-8081 ND(<0.01) MG/KG 11/30/00 LAH ' TOXAPHENE EPA-8081 ND(<.5) MG/KG 11/30/00 LAH ' PCB-1016 EPA-8082 MOD ND(<0.1) MG/KG 11/30/00 LAH PCB-1221 EPA-8082 MOD ND(<0.1) MG/KG 11/30/00 LAH PCB-1232 EPA-8082 MOD ND(<0.1) MG/KG 11/30/00 LAH PCB-1242 EPA-8082 MOD ND(<0.1) MG/KG 11/30/00 LAH PCB-1248 EPA-8082 MOD ND(<0.1) MG/KG 11/30/00 LAH PCB-1254 EPA-8082 MOD ND(<0.1) MG/KG 11/30/00 LAH - PCB-1260 EPA-8082 MOD ND(<0.1) MG/KG 11/30/00 LAH ANTIMONY EPA-6010 ND(<2) MG/KG 12/6/00 CMH ARSENIC EPA-6010 4.2 MG/KG 12/6/00 CMH BERYLLIUM EPA-6010 0.09 MG/KG 12/6/00 CMH CADMIUM EPA-6010 ND(<0.1) MG/KG 12/6/00 CMH CHROMIUM EPA-6010 6.7 MG/KG 12/6/00 CMH COPPER EPA-6010 3.7 MG/KG 12/6/00 CMH LEAD . EPA-6010 ND(<1) MG/KG 12/6/00 CMH MERCURY EPA-7471 0.04 MG/KG 12/4/00 CMH NICKEL EPA-6010 11 MG/KG 12/6/00 CMH SELENIUM EPA-6010 ND(<1) MG/KG 12/6/00 CMH SILVER EPA-6010 ND(<0.2) MG/KG 12/6/00 CMH THALLIUM EPA-6010 ND(<4) MG/KG 12/6/00 CMH ZINC EPA-6010 36 MG/KG 12/6/00 CMH Page 3 3229 Pine St. • Everett,WA 98201 • 425 252-2620 • FAX 425 259-6289 • Seattle 206 292-9059 CCI El ANALYTICAL LABORATORIES,INC. CERTIFICATE OF;'ANALYSIS . CLIENT: BERGQUIST ENGINEERING SERVICES DATE: 12/8/00 P.O. BOX 25804 CCIL JOB#: 011110 FEDERAL WAY, WA 98093-2804 CCIL SAMPLE#: 8 DATE RECEIVED: 11/22/00 WDOE ACCREDITATION #: C142 CLIENT CONTACT: R.A BERGQUIST, P.E. CLIENT PROJECT ID: NONE GIVEN CLIENT SAMPLE ID: 8B8 A&B 11/22/00 1:48PM ESU LT ':_::. DATA R LTS ACTION ANALYSIS ANALYSIS ANALYTE METHOD RESULTS' UNITS" LEVEL'•• DATE BY •"ND"INDICATES ANALYTE ANALYZED FOR BUT NOT DETECTED AT LEVEL ABOVE REPORTING LIMIT.REPORTING LIMIT IS GIVEN IN PARENTHESES OR AS FOLLOWS: GASOLINE(VOLATILE RANGE)REPORTING LIMIT IS 5 MG/KG DIESEL RANGE REPORTING LIMIT IS 25 MG/KG LUBE OIL RANGE REPORTING LIMIT IS 50 MG/KG •. UNITS FOR ALL NON LIQUID SAMPLES ARE REPORTED ON A DRY WEIGHT BASIS •••ACTIONS LEVELS ARE PROVIDED ONLY WHEN PARAMETER DATA IS USED FOR A GENERALLY CONSISTENT APPLICATION. WHEN PROVIDED,THEY SHOULD BE USED AS GUIDELINES ONLY. THE APPROPRIATE REGULATORY DOCUMENT SHOULD BE CONSULTED BEFORE MAKING ANY DECISIONS BASED ON ANALYTICAL DATA APPROVED BY: AT),1./ I Page 4 3229 Pine St. • Everett,WA 98201 • 425 252-2620 • FAX 425 259-6289 • Seattle 206 292-9059 CCI = I 'ANALYTICAL LABORATORIES,INC. ;;; ,: ,,,.,„i;:1 : :! : !::.,,..:.::1;,!;1 :i;,„.ii;,:i;ii!;...,Q.ERTIF.104,kTE:OFAN.ALYSIS:ii„;.:,):6.i: :::i!i :i;j , i !!!;.iiii!,i ,y,.:i.i: le::-i:-,.:-: ,!::i!. :,.!!i.!!i..,1 1 . CLIENT: BERGQUIST ENGINEERING SERVICES DATE: .12/8/00 P.O. BOX 25804 CCIL JOB#: 011110 , FEDERAL WAY, WA 98093-2804 DATE RECEIVED: 11/22/00 WDOE ACCREDITATION #: C142 ' CLIENT CONTACT: R.A BERGQUIST, P.E. CLIENT PROJECT ID: NONE GIVEN li,Eil';'?!'i:i:i,::''!!,li:,'1:::.i!'''''::.:,':::.':!::"!.i:i.: :i!i;!!0!1!0;!'!i!!',1:kii1i1i!!ii!ljiii!.QUALITT.,Y1!:0(:)N7TRO4i:.:RESWIITS:,,..:-'!'!!:!!!i',!.!:i:i$!::;;I : 9!:! T :11-!-:;!"•'::':.";!!i-! : ! i;i0.1i1 SURROGATE RECOVERY - : CCIL SAMPLE ID ANALYTE SUR ID %RECV - 011110-01 NWTPH-GX TFT 86 011110-01 NWTPH-DX C25 98 011110-01 EPA-8260A 1,2-DCE-d4 86 ' ' 011110-01 EPA-8260A TOLUENE-d8 96 011110-01 EPA-8260A 4-BFB 92 011110-01 EPA-8081/82MOD TCMX 88 011110-01 EPA-8081/82MOD DBC 100 011110-02 NWTPH-GX TFT 87 011110-02 NVVTPH-DX C25 123 011110-02 EPA-8260A 1,2-DCE-d4 98 011110-02 EPA-8260A TOLUENE-d8 98 011110-02 EPA-8260A 4-BFB 93 011110-02 EPA-8081/82MOD TCMX 82 011110-02 EPA-8081/82M00 DBC 95 ,---• 011110-03 NWTPH-GX . TFT 81 011110-03 NWTPH-DX C25 137 011110-03 EPA-8260A 1,2-DCE-d4 104 011110-03 EPA-8260A TOLUENE-d8 96 011110-03 EPA-8260A 4-BFB 92 011110-03 EPA-8081/82MOD TCMX 89 011110-03 EPA-8081/82M0D DBC 91 - 011110-04 NWTPH-GX TFT 81 011110-04 NWTPH-DX C25 129 011110-04 EPA-8260A 1,2-DCE-d4 102 011110-04 EPA-8260A TOLUENE-d8 95 011110-04 EPA-8260A 4-BFB 91 011110-04 EPA-8081/82MOD TCMX 89 011110-04 EPA-8081/82MOD DBC 94 011110-05 NWTPH-GX TFT 85 Page 1 , 1 3229 Pine St. • Everett,WA 98201 • 425 252-2620 • FAX 425 259-6289 • Seattle 206 292-9059 CCI aANALYTICAL LABORATORIES,INC. ' 1 ::-E'.:.,-:-,1::1,•.':,;!,iii'::::.i.1;;.'3.-;';,.:!i!li,,:.MZ:::;ii:1!6!,,111.,i,:::ii:i.E:Ir!,!::'17ii;';i.:::!,;;;;-,:!'::.iiiiiiiiiiiiiiiiiiiii CATE).;:):FANALYSISN;T:.'';:iiig::,:,:a!;1:-;::4:!ii:,',:::::i,, ,g ,litT:!':',i„:1::E!;;! ii,.,11-i"":!''.::!!!;i!i!; :l'i''';'::::::!''...,i;lil CLIENT: BERGQUIST ENGINEERING SERVICES DATE: 12/8/00 P.O. BOX 25804 CCIL JOB#: 011110 FEDERAL WAY, WA 98093-2804 DATE RECEIVED: 11/22/00 WDOE ACCREDITATION #: C142 CLIENT CONTACT: R.A BERGQUIST, P.E. CLIENT PROJECT ID: NONE GIVEN . !!!.:._i;;:,!;: :•!::: ',;!::; !ii:i,111'! !..i41 .! !1,:.:: :X:I.UALITY"CONTROILFRS.UVITS;i:I'l!'l !';i1V:n.:.!?1":1!il!li!!,.,:i;::: ;!ii .::: : Zi ,.,!1!:::-:i1,1 SURROGATE RECOVERY . : CCIL SAMPLE ID ANALYTE SUR ID %RECV 011110-05 NWTPH-DX C25 133 011110-05 EPA-8260A 1,2-DCE-d4 104 ' ; 011110-05 EPA-8260A TOLUENE-d8 97 ' 011110-05 EPA-8260A 4-BFB 88 011110-05 EPA-8081/82M0D TCMX 80 011110-05 EPA-8081/82MOD DBC 86 011110-06 NWTPH-GX TFT 65 , - 011110-06 NWTPH-DX C25 130 011110-06 EPA-8260A 1,2-DCE-d4 101 ' 011110-06 EPA-8260A TOLUENE-d8 100 011110-06 EPA-8260A 4-BFB 91 011110-06 EPA-8081/82MOD TCMX 86 011110-06 EPA-8081/82MOD DBC 92 011110-07 NWTPH-GX TFT 83 011110-07 NWTPH-DX C25 133 011110-07 EPA-8260A 1,2-DCE-d4 96 011110-07 EPA-8260A TOLUENE-d8 94 011110-07 EPA-8260A 4-BFB 74 ' _ 011110-07 EPA-8081/82MOD TCMX 80 011110-07 EPA-8081/82M0D DBC 86 011110-08 NWTPH-GX TFT 83 011110-08 NWTPH-DX C25 128 011110-08 EPA-8260A 1,2-DCE-d4 102 011110-08 EPA-8260A TOLUENE-d8 93 ' 011110-08 EPA-8260A 4-BFB 83 011110-08 EPA-8081/82M0D TCMX 88 011110-08 EPA-8081/82MOD DBC 99 r,i1A, APPROVED BY: VI-/ Page 2 3229 Pine St. • Everett,WA 98201 • 425 252-2620 • FAX 425 259-6289 • Seattle 206 292-9059 LYTICAL MI+ CCI LABORATORIES,INC. CLIENT: BERGQUIST ENGINEERING SERVICES DATE: 12/6/00 P. O. BOX 25804 CCIL JOB #: 012009 FEDERAL WAY, WA 98093-2804 CCIL SAMPLE #: 1 DATE RECEIVED: 12/4/00 WDOE ACCREDITATION #: C142 CLIENT CONTACT: . RICHARD A. BERGQUIST CLIENT PROJECT ID: BES 20008 CLIENT SAMPLE ID: 2B1 E 12/4/00 ACTION ANALYSIS ANALYSIS ANALYTE METHOD RESULTS* UNITS** LEVEL*** DATE BY TPH-SEMIVOLATILE RANGE NWTPH-DX ND MG/KG 12/5/00 KAS *"ND"INDICATES ANALYTE ANALYZED FOR BUT NOT DETECTED AT LEVEL ABOVE REPORTING LIMIT.REPORTING LIMIT IS GIVEN IN PARENTHESES OR AS FOLLOWS: DIESEL RANGE REPORTING LIMIT IS 25 MG/KG LUBE OIL RANGE REPORTING LIMIT IS 50 MG/KG ** UNITS FOR ALL NON LIQUID SAMPLES ARE REPORTED ON A DRY WEIGHT BASIS ***ACTIONS LEVELS ARE PROVIDED ONLY WHEN PARAMETER DATA IS USED FOR A GENERALLY CONSISTENT APPLICATION. WHEN PROVIDED,THEY SHOULD BE USED AS GUIDEUNES ONLY. THE APPROPRIATE REGULATORY DOCUMENT SHOULD BE CONSULTED BEFORE MAKING ANY DECISIONS BASED ON ANALYTICAL DATA APPROVED BY: Page 1 3229 Pine St. • Everett,WA 98201 • 425 252-2620 • FAX 425 259-6289 • Seattle 206 292-9059 • ANALYTICAL LABORATORIES,INC. CLIENT: BERGQUIST ENGINEERING SERVICES DATE: 12/6/00 P. O. BOX 25804 CCIL JOB #: 012009 FEDERAL WAY, WA 98093-2804 CCIL SAMPLE #: 2 DATE RECEIVED: 12/4/00 WDOE ACCREDITATION #: C142 CLIENT CONTACT: RICHARD A. BERGQUIST CLIENT PROJECT ID: BES 20008 CLIENT SAMPLE ID: 3B1 N 12/4/00 ACTION ANALYSIS ANALYSIS ANALYTE METHOD RESULTS* UNITS** LEVEL*** DATE BY TPH-SEMIVOLATILE RANGE NWTPH-DX ND MG/KG 12/6/00 KAS I"ND"INDICATES ANALYTE ANALYZED FOR BUT NOT DETECTED AT LEVEL ABOVE REPORTING LIMIT.REPORTING LIMIT IS GIVEN IN PARENTHESES OR AS FOLLOWS: DIESEL RANGE REPORTING LIMIT IS 25 MG/KG LUBE OIL RANGE REPORTING LIMIT IS 50 MG/KG *., UNITS FOR ALL NON LIQUID SAMPLES ARE REPORTED ON A DRY WEIGHT BASIS ***ACTIONS LEVELS ARE PROVIDED ONLY WHEN PARAMETER DATA IS USED FOR A GENERALLY CONSISTENT APPLICATION. WHEN PROVIDED,THEY SHOULD BE USED AS GUIDELINES ONLY. THE APPROPRIATE REGULATORY DOCUMENT SHOULD BE CONSULTED BEFORE MAKING ANY DECISIONS BASED ON ANALYTICAL DATA (-, APPROVED BY: �. I Page 1 3229 Pine St. • Everett,WA 98201 • 425 252-2620 • FAX 425 259-6289 • Seattle 206 292-9059 Maim • ANALYTICAL LABORATORIES,INC. CLIENT: BERGQUIST ENGINEERING SERVICES DATE: 12/6/00 P. O. BOX 25804 CCIL JOB #: 012009 FEDERAL WAY, WA 98093-2804 DATE RECEIVED: 12/4/00 WDOE ACCREDITATION #: C142 CLIENT CONTACT: RICHARD A. BERGQUIST CLIENT PROJECT ID: BES 20008 ...iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii SURROGATE RECOVERY COIL SAMPLE ID ANALYTE SUR ID %RECV 012009-01 NWTPH-DX C25 111 012009-02 NWTPH-DX C25 128 APPROVED BY: 01,1/ Page 1 3229 Pine St. • Everett,WA 98201 • 425 252-2620 • FAX 425 259-6289 • Seattle 206 292-9059