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KEY NOTES 0 w9TAuwmN .
,'�o�,=«B"T°v�-By, 5.,0 Re`RRETIINC_cmP*oRoann'�R.RETARER - - - --- — ---
I TES GC EXISTING MPD 11,53,D TO SALVAGE PER Tosco M G COMPANY CONSTRUCTION ANAG 'S ER
TI B co M
.TIONS ANC NEW MPD'S/SEE ESOPS,/INSTALLED ON MODIFIED EXISTING pWBONE FUEL ISLANDS
NEW DISPENSER CONTAINMENT(BRAVO]BOXES MID NEW BOLLARDS
zy,
SOUTH PUGET
]. GC GC uc DI4 FIBEPdLa%PRODi PIPING NTH 5DI4 SECONDARY CONTAINMENT MENi PIPING SEE PSI]iuRU
4. -- ,W �TE TMeV EXISTING CONCRETE FUELING O.SEE SWEETS F9I2 THRW FSL,
DRIVEB GC GC INSTALLATION 1 APPROVALS OF NEW OR REVISED PIPNG.CONDUIT.PLUMB..ETC AIR EXISTING
— -
CS AND ASPHALT PAV WG TO MATCH EXIST..NO TH DC 3000 PSI WOO•
• TANK AREAS LW.3 5AR•IV OC.EACH WAY•SLAB CENTER
ELING
_/ 4 GC GCIN DRIVE _ 0 SLABS
(TYPE ALT PAVM[v
APPPDX AB100EAE REPLAC
E NKI.DFU We
rx
_ O.GC GC FROvIOATH DETE09C0 C �TGAL COMPANY �D PIPING �RUCTION vE TTORi]0"ABC.FIN,.GRADE In/NJ - _
G 6 04.26. ' U9 9uCO AND PER FS:]TION OF L NO F,Li ALL
TAILS.PROD T t
R a 16.09. ¢❑ R GC OUT.GC 19 SO RESPONSIBLE LE FFOR i CALIBRATION ON OF ALL DIED R9 AS
aeaNED
e 296.]t'
• _-- �_ D. GC GC FTN'VIDE lI]NEW 3•pla.FIBERGLASS VENT PIPE O NEW/EXISTING NG U9T9 PER SUEEi FSJ
__ 13. GC GC PROVIDE El/NEW 5 DIA FIBERGLASS STAGE]PIPING FROM ALL.59 TO EACH INTO DI DISPENSER
•/ - ---' J JO® -_, • 1' R. G< ATTACSE TO STAGE 2 CONTECTIONS(FROM DISPENSERS AT CCONTAI'S.(BRAVO)DISPENSERS AREA
�,-' I ) 0 L 1, GALL...DIN,DOUBLE WALLED FBERGLA59 u91.'S SEE S:EETS F9D rH£,FSK,FOR DETAILS
-fit'
IF
t, U. GC GC E]AND VENT PIPING LAYOUT WIT TOSCO PARFET.COMPANY FUEL SYS STANDARD
/ /� �''' ' r N I6�0'.0-W 1 .. .. RAWtG9AG Vw.
_��_ ' 6).26' (� EXIST.CANOPY COL
0 t_ii
%'3 . ]. Tnc GC 9ne POs srs PER CURRENT TOSCO MARKETING COMPANY CONSTRUCTION
MAN
RS
z6A? -`�.�.."'� 1 ...... �I Ii�D ]9. ,nc GC IN �ENE INTERCOM s.s PER Tosco naRCETINIG COMPANY CONSTRUCTION MANAGER a
Ja+ ��``../`mod I' IMD all _ I;Iq INSTRucTloNa INSTRUCTION
j/ POD' g = O �;"� rF'-'� ° 1�� GENERAL NOTES
1115 y. G►�■ r LABOR EW E T AND MATERIALS TO gD A9 SUPPLIED BY GC PER ITS TO PD a
' CONDITIONS TPAT MAY
PATS!]�,..].,3,I,1,E,99B.,9p,DRn_L x 1TP.
cl
TAFE�I��;E�:�°.�W�;SYSTEM
a o�N�9A�AND�WtiDDaL CODES AND PER FPGR�pGPI,EVDATI�,a
:: li: ] cO,iACT TwcO MAR;cETINIG-cOwMlr coNST:a,cTON nANAGEw]ON _
•
,: LEE.PE.I]BA„]3..0,FDR ANY WEaTIW9 ABGWT THIS F,RD,EDT.
0 tI _
o.
i`__ 5 i�5�ze_w_--_- M J.THE Ge 9HUL FRovIpE rue ExISrmG FUEL OISF7=„vsERs naxsacTW:ER noDEL w-IBEws,Am SEraaL wre=_Rs To iwe
tION
1; RESPOISIBLE FCR ANY pA-IaG_ - CONTRACT.R AS SC.N.POSSIBLE AFTER AWARD OG Ti.PROJECT
R THE T ANY�ARKE ncmm ADDITIONALLE DIRECT ANY
s.s — ;;— _ - E DDT a G �HRW E ANY
MARK
TING
AKING TEE
VATION AREAS AND
RIEL Eum 0.11 FOR iLl E SCHS AROUND O EXIST.. IO...0TEn 'MENTCONF SITUICT
A TOSCO -
/ 1; STS
FUEL PIPING NSTRu Ti N mA AGER ALL Rw Y.VERIFY ALL EQUIPMENT INSTALLATIONATIO TO es PER E WIFlPEIUT WTH A TOSCO MARAND E R A
LL
APPLICABLE GOVERN,.CODES
DEBRIS ANp HAUL AWAY SAME ON A CONTOxUWS BA99, UDING ALL LOVE REFD PAVING AND
T ECKIP.BY NW RASP.
10 ACAVATION SOIL.
LL REQUIRED PANTING i0 BE CPMFLETED BY GC wo_uomo NEW CR EXISTING weL ISLAND FOR,AND BOLLANOSBP
BENSON HIGHWAY COVERS.0 CANOPY OLL r PERREo;MraR;DE�LE.3OLEDEo .,.Sol4vAPO; EE
PLANS.NY CONTR.ICTION5 ON T14E. SHALL BE REPORTED TO THE ARCUITECT IMMEDIATELY.GC SHALL VERIFY EXACT
- - -- ADAPTER,TUE CONECK vALVE IRIS C.BE TRACTOR BY HALL vERIPT
WET/2ER TIE TANK IS THE STAGE 1
VAPOR ADAPTER ANDE LOOKING FOR T E FLOAT BALBALL AND EXTRACTOR ASSEMBLY IF NE BALL FLOAT IS CONFIRMED TO BE
u
TAMP.DROP TUBES MERE ACTUALLY I• EXISTING.DOCUMENT SUCH AND RENRN NS ALLLEDSED R�F TIE CRU 6160 IPINSTALLED.
IT�I9 i0 BETOR SSET RESPONSIBLE ST.OF TANK VOL EICu
DIRECTLY TO 510 IN_ CASE WHERE TE13 TURBINE SLINP COLL.,WILL BE DEXISTING TANKS TOY A TANK SBE RETROFIT FACTORY TED ARE CUE,CON.FIBERIND REPRESENTATIVE GLASS/FLUID
TR.ACTOR SWALE FROv/DE ne.a.OF NERTING TUE TANK PER MEW,SPECIFICATIONS PRIOR TO AND
GRAPHIC SCALE REP WTI+TENT..INSTALLATION
DURING TUE COLLAR
I E SBi eTr DITle CONTTRACw�I ILITYoCOVEwTE AR ACTUALATE a0 THE CA COLLAR INSTALLATION
: r N 7 : j n 'n Wm9 TO BE PERFORMED B
KEY NOTES O De.00T10N BY GEE..CONTRACTOR CONTRACTOR TO OE GENERAL CONTRACT 9T OF APPROVED NSTALLERSr TnC
I IN FEET I ALL 1,TROFIT BRAVO BOXES/FRONDED BY/MC WILL ISE TWE SHALL.TYPE AS SPOILM ON SPEET CMS Ti.
f:sn-xo IL 'STNIHALL
CONTRCTOR SHALL:v.,ALL VAPOR CT PENETRATIONS w THE MOD,THE,D OR ExISTING DISPENSER5 NTERNAL PIPING TO MEET NEW pi.E®W BRAAVO BOX IMPACT
MEET �CT�TE
I REnPB E 1STINGLTON TO SALYAGE PER
'9 wETRTOSCO MARKETING TE WIRE(5. _ _
SITE„PLAN AS,NE PORTION of EXTALL ER`CO ISLANDS
REVISIONS
TESTS TO BE PERFORMED BY GC
a�i, 3 DER PRASING ASIR TOARV E TO XIST.. ...T9<0B9rs,ETC.BOXES.
L ALL TESTS ARE TO MARKETING CON,ANYPERFORMED
CONSTRUCTION 4 o-n• NR.F�
TALL NEW U.S.T.EOUImENT.ETC 9TPY•u9 EOUIPNti=IUT ETC. TEST ALL NPING AFTER EW
NOTE ARDOR
EXISTIN[.CONC SLAB
ON JOINT TOE OOTOG WORK TESTS TOREQUIR CO/TRACTOR
TE T FEW iB PER LOCAL A
EXPAIGION OR ON 19 wCCNS]*R.0 OF ExISTO/EXPANEIW WORK IS STARTEDOR CONSTR.T0N R1EN
A IS P.91 AR PRESSURE ON PRODUCT PIPING
RE OECI .CONCRETE FUEL TANG SLAB T▪OSCO MARKETING COMPANY
xI T T AND T FUG. W Pe S I/FOAAl:I BPACx,O FM ENVEIMENTAL YODWEECEBOG
XI TI,ODE AN l .T.,. AFTERwF PYREM€° T. BP
$ X AND G B.9 PSI,SECONDARY PIPING TEST P SITE FUN
- - - - -- - --- - PIPINGaEh E(STING-uND-- - - -_ - _____ _ - C.LISID BLOCKAGES BACK PRESSURE TEST—- )0)2 OlL WA i ORNE TOSOC - -- - -- -
ON STAGE]VAPOR RECOVERY PIPING, RENTON.WA 90033
D PRESSURE DECAY TEST ON ENTIRE
12 PIPING LEGEND lF Noicarcw sYSTB,o z963.:
I•n •° -STAGE II /L TITS TO 3r•IE.EMENTS WE TESTER APPROvED BY FUEL DISPENSER L IF . , 1=)0-O
G E —.—.—.—.—•-'—.—.—._REGULAR C �5 REN00x
F PRECISION TEST ON TANK.S.
3.GE,R CMTRCTOR SHALL 500
'^m -..-..-_-_-•......-.._..—PLUS HYDROSTATICALLY TEST ALL NEW TURBINE ufsK eH.R•a RA no p�uAWxEY-`J/a/9B
•_..__...--._SUPER PENETRATIONS ARE MADE aV SEALED SM.n+.wA sfsas
L TO.0 MARKETNG COMPANY CO✓STRUCIi ON .]a slrT i PALL
yy P.if ui.Ksa J/a/9B
S OF TUE 9
p PRo EDT�D RAGT. F S 1.1
•
i T--OS=GO=M=ARKE-f lNG=COMP-ANY
A DIVISION OF TOSCO CORPORATION pin___,,i
A LICENSEE OF BP OIL 1
AN ENVIRONMENTAL PROTECTION MODIFICATION PROJECT - TOSCO
2022 S0.PUGET DRIVE RENTON,WA 98055
ABBREVIATIONS GENERAL NOTES PROJECT INFORMATION
4 AND FOB FACE OF STUD Rill ROCF TOP LNIT 1 CONTRACTOR IS TO PROVIDE ALL LABOR & DI RECTORY „,
AT FOS
FR FACE OF WALL
RAIN ER LEADERORM
s
PROJECT: MODIFICATIONS .S
AC ASPHALTIC ACOUS ACOUSTICAL POLYESTER ATE R REINFORCED 2022 50 PUGET DRIA
ADD ADDENDUM FOOTEEET S.
SOLID CORE WAY ON A s2 CONTRACTOR IS TO vISIT SITE PRIOR CT
AD AREA DRAIN F5 FULL SZE 3 CONTRACTOR.ALL CLEANAP AND HAUL awE Y SITE 8
FLOORIS, 601.10N N.Sp 3920
APE ABOVE FIN151-1 RR. FURNIEN SD SOAP DISPENSER
FOOT/FEET CONTRACTOR WALL NOTIFY 20 eWER
ALT. AGGREGATE PPR FURRING S.A.
PAD
ALTERNATE CR GAGE B„. 51.E. OF ANY EXIST!.CONDITIONS NOT
ALP.LA ALLMAN GB GRAB BAB SHEET ON PLANS NADI WOULD ADVERSELY •
TO PRO NOTED ARcuITEC PAX,(2061 415/2916)aab•E9S9
ANOID ANODIZED GALv GALvANIZED SHTG SMEATWING AFFECT THE PROJECT PRIORAPPROX APPROXIMATE G. GENERAL
ARCW uITECTURAL D IRON 'R S500S
BAILEYASB ASBESTOS GL GLASS srl SWEET METAL DATIAGE tABOA OR BEL.GRADS TO CONTACT ARNY
AP, ASPL1ALT GROOLD 5ND SANITARY NAPKIN DISPENSER THIS FACILITY DURING CONSTR....ION TEL,2425/631-1001
B.B BULLETIN BOA
FAX
Bo, Bo., GR G.IDE SPEC SPECIFICATION.. ACTIVITY.
ELL. BUILDING GRAB GYP..WALL BOARD . 5.3. 6 PLANS ARE NOT TO BE SCALED IF A
PARCEL \
BL BBLOCK. GYP GYPS. SIUS DORI ENCH MARK RD u0 BLK BLOCK WON GAS WATER HEATER SANITARY SELLER/STAINLESSG. SINGLE WATER SELL
GLASS 99 STEEL PRIOR i0 ER OR IS TO NOTIFY THE OUNER
0.CONTRACTOR'S ASSES DRENSIONAL DISCREPANCY EXIST, N ENRG ]mEsmsE9DASp6�B
MB
STR
ING
RE A.AL STAINLESS EL AD STANDARD 1 CONTRACTOR TO PROvIDE ALL TEn- OCCUPANCY GRPI BUILOING II
ROOFINGSLR BUILT UP NI BEAM N. HARDwo FUELING CANOPY:99 /IIII\VICINITY MAP
BRACKETSEPARATION
CAB CABINET NP1. HOW METAL REQUIREMENTS BUILDING TO FUEL DISPENSING CANOPY
BASINCB CATON CEA CEMENTCG CORNER � PRESSURE LAMINATEAL L. G 11,
APPLICABLE CODES AND ORDINANCES ecIRE SECTION ND.ON ,TABLE 3.2,
0-1 ...EL NEIG, SA SIDEWALK 8 CONTRACTOR SHALL BARRICADE
LOT AREA 013
. CAST IRON 4-ITG MEATING T TREAD FROTT PUBLIC ACCESS.E.WORK
ON
C.J.
e AL AREAS PPL,D,BLE RNIT JURISDICTION
ACRES TBUILDING ODE SHEET INDEX
CIA CONCRETE MASONRY UNIT 9.LPG
CLR. CLEAR CATION JOINT
PLIED ECLIPMENT.ALL BE DIP. ATE ENERGY�ODE CODE c"FEt N„ SWEET TI EEi
CO CLEAT OUT NAL NSULATION TOF TOP CP FOOTING CONTRACTOR 5NALL DELIAR SIGN
ACCES
COL COLON PS ASIDE PIPE S. TP MENT DAMAGE-FREE TO THE JOB SITE
993 NEC
coNc CONCRETE RRIG RRIGAT1ON TOP T"'g rtz.NT lo NRIOR TO CROPRATION,',CRANE AND FUEL SYSTEM
vERIFY LOCATION OF UTILITY SERvICES F. - FUEL SYSTEM SITE PLAN
co. CONNECTION -IT JOINT TPD. TOILET PAPER 0/SPENSER IN ALL AREAS TO BE ExCAvATED TD.-a FUEL SYSTEM SPECIFICATIONS
CONSTR CONSTRICTION Br,
KILN DRIED T.S.CD TOILET SEAT COVER DISPENSER II THE GENERAL CONTRACTOR SHALL BE TOLF-3 FUEL SYSTEM SPECIFICATIONS
CONT CONTINUOUS Br. .00KED DOW T.Sa TEMPERED SHEET GLASS .SPONSIBLE FOR NOTIFY. 20.-4 FUEL SCHEMATIC LAYOUT
CARPET LA, L.IINARD TTPG /TINTED TEMPERED PLATE GLASS JURISDICTIONS AS REQUIRED FOR 30.-5 REL ECURRENT SCHEDULE F DETAILS
=SO CASED
LL
TI
IL
E ERUK AT,QU "BLO1DE F PeERAL AEDDN DP;«P,Eo .RPPLY GENERAL CONTRACTOR DP., ELECROIO9wRIGDAGRA DDETAL9
WOOD OTUER4I0E ND, SCOPE OF WORK
CYL CYLINDER . ME. MECUANICAL VENT VENTILATION
DBL DOUBLE EEG MANUFACTURER: ARTICAL
DET DETAIL MIN -MAAR VOL VOLUTE RAN DO GLA9 PR IR*SHALL VT" PROJECT AND I9Tp UE CO EUT NOT BE LIMIT WOWED TO
FOUNTAINDP DRINKING DIA DIAMETER BBB MISCELLANEOUS v.... VENT THIROUGH SCAR ALL OO ER,G N ' MATERIALS AND.21.11PIENT ACES..TO COMPLETE TUE
DlRA CONTRACTOR 9NA 4 'E° BE A FOLLOWING COMPLETE'TURN�' TOSCO MARKETING CO.AND
DIP DIRSISER DIM DITENSICN STD MOUNTED V WITH PROVIDE TSCOION .NeDON_ N T ,n, TO OR CALLED PORONTUECONSTRUCTION OTHERS SCOPE OF WORK
DOOR OPENING TO iF WC, WATER CLOSET STSE RIJCrlw xNmu.E,PROVIDE A D c
DR DOOR NORT1-1 TRACT E na WORK DE"�E rr ry Ton DISPENSERS _ ICEY NOTES As P,OvIDED BY INDICATED IN
OUP DUPLICATE NUMBER WINDOW C RbT.S.D.PIPIIY+ ONLY AS NECESSARY TO INST,L NEW BRAVO BOXES C-INSTALL NEW BRA.BOXES IN
G NOT IN ELECTRICAL
COMPANY M TREND 9 PRIOR TO MODIFIED REL ISLANDS:ANDER NEW PRODUCT DISPENSERS AND.PAIR FUEL ISLANDS AS 2 INSTALL ALL ECUIPTIENT ETC.INDICATED IN KEY
OWL DOALN.9NOT ALE BAOffAND REDS.DRAWN. NECESSARY.D•CONTINUE/EXTEND NEW PRODUCT PIP.ETC TORROM NEW BRAL.BORES NOTES AS INSTALLED BY..
�,
TANi GAPS. - DARN
EA EA. ON CENTER 1USCT WAINSCOT GREY G-CONTINUE/EXTEND NEW PRODUCT PIP..ETC.TORR.,All LISTS.RBINE
El. EXTERIOR INSULATION GNI. OD, OUTSIDE DIANE-TER , RIGHT 5.UNLESS STATED OTWERUISE ALL
PROCEDURES,TESTING,MATERIALS AND CONTAINMENT SLAPS ETC SEE ITEM I I.1-REIRNE EXISTING 23/UNDERGROUND STORAGE - _
SYSTEM OVERFLOW LUTA WALL TO WALL EQUIPMENT S1-IDLN ON THE PLANS SHALL T AN.AND REPLACE WITH 2.DNEW DOUBLE WALLED FIBERGLASS TOKS ETC PER CURRENT
WF WELDED WIRE FABRIC BE FURNISHED AND INSTALLED BY THE TOSCO STANDARDS 1-REMOvE EXIST.PRODUCT AND VENT/VAPOR(STAGE V PIPING AND -
ELEvATION 2SPOW OPPOSITE NILS WELDED WIRE MESH GENERAL CONTRACT., INST,L NEW DOUBLE WALLED FIBEIGLASS PRODUCT PIPI.AND VENT/VAPOR!STAGE V REVISIONS
ELEC. ELECTRICAL PART PART.. ',UPON COMPLETION OP THIS
PIPING,ETC.PER CURRENT TO5CO STANDARDS J•REM.,EXISTING UNDERGROUND
ELEv ELEVATION RED RROVIDED BY
NTRACTOR
.PROvIDE.NER ABOvEGROUND"RENT PIPING FOR EXISTING INDERGROUND STORAGE VENT PIPING FOR
EXISTING UNDERGROUND STORAGE T..AND INSTALL NEW LNDERGROLIND AND ,L, ovr To so
NALL ENCLOSURE 2 RP PERPENDICULARPLATE " CONSTR SETUCTION ODOR'"OODEN 9"E FINAL_ION,INCLUD. STANDARDS K INTrnu NEW 5 NEW U CEE SITE E STORAGE
En L INSTA CURRANT LL L NEW sn D TOSCO A am ..ED FOR coos w e —
ELECTRICAL PANEL PL.. PLASTER BUILD EPS AL PANEL BOARD MtERCCn A
Ea EOL1AL PN PANT
EREPIC ELECTRIC WATER"EATERCOOLER ELSA EQUIPMENT PALER E NOTED ON THESE PRINTS. BE CLEARLY 2COORDINATION AND COMPANY AND OTHERSRATION SEE TOSCO MARKETING TWE LORR TO BE CO AND OTHERS SCOPE DEORMED BY TOSCO A
ELLILI ELECTRIC
EXIST EXISTING PT pREENNE TREATED:
EXPO EXPOSED PAPER'OREL DISPENSER TOSCO MARKETING COMPANY
cEPTAOLE BrvsIONEMIAL MDDIFIc1110109
FO, FOUNDATION P. POLY V,.
•
FEZ FIRE FIRE BNE CABINEPE FIRE EXTINGUISHERT INSTALLED A5 PART OP TIES PROJECT PPLIED 9T NOTE TO THE 1
_ EPA. SCREW CHLORIDE OF 19.30.AND THE STATE°SABI :ES GENERAL CONTRACTOR ` BP ]Ott SO PUGET 055
Bo RETURN AIR
Acop D.1N .COMPLY W.ALL APPLICABLE
�S 6AT,`HG WjTME EENTON,UG BOSS TOGl00
FIN FINISH RE.. REINFORCE/RENFORCINGBUILD NG CODEI. FLA. FLAN.. REO'D REQUIRED ACCESSIBILITY..IT IS X HnPTER 91 a COVER SHEET
IPMENT DRAIN LINER,IS NKNOLN.G.ERAL CONTRACTOR 19 TO DETERMINE IF A CONSICT EXISTS
RJLL
PEAL REFRIGERATOR•
M.R
SUPPLER'S AND
EN SAID ADMIN..AND LINOS/AND TA NEW BRAVO
AND
^ T" ISIaJTY REPORT SAID COFFLICT TO THE TOSCO MARRETING COMPANY LIE PR/OR T THEPARTIAL ITT THE EXISTING CONSTRUCTION
R • • , "5509 T RENTON
FDC FACE CP CONCRETEAcU'w Rn ROOM PROJECT SITE.THE PRO ECTCT 5UPPLIED TO AND AS °B IL ON TOGFOB FLUORESCENT
FACE OF BRICK IRFG,
RN ROOP.
ROBE HOOK COMPLIANCE WITRI SAID STATUTES BOSH S AxfEn[WITHOUT ON 9.
COORDINATION WITH AN AUTHORIZED TOSCO MARKETING COMPANY
i i WILL BE RESPONSIBLE FOR WIRING,BUT WILL NOT AFPLY P.ER TO SYSTEM GC WILL BE
RESPONSIBLE FOR THE REPLACEnENT cf DAMAGED EQUIPMENT IF POWER I9 APPLIED wruwT seva.w.QUA 9e00a "'EEwO"CT ANUFACTURER REIP GC '' 3/5/98
AN AUTHORIZED MANUFACTURERS REP.PRESENT. WEE EST.I F.Ee en woe t'"� .. 3/5/OS
p! �_ CS1.1
-- - - -- -- ------ I - - r
J ) I U I J-U\1 J L-U 7
SIMPSON HOUSING LP 879999
3201 S TAMARAC DR 4200
DENVER CC 80231
337675-0060-07
SIMPSON HOUSING LP 879999
3201 S TAMARAC RD 4200
DENVER CC 80231
337675-0070-05
SIMPSON HOUSING LP 879999
3201 S TAMARAC OR 4200
DENVER CC ; 80231
337675-0080-03
SIMPSON HOUSING LP 879999
3201 S TAMARAC RD 4200
DENVER CC 80231
337675-0090-01
HILLSIDE VILLAGE 5N0986
C/O MANAGERS OFFICE
2223 BENSON RD S
RENTON WA ; 9E055
337675-0100-09
SIMPSON HOUSING LP 879999
3201 S TAMARAC RD 4200
DENVER CC 80231
- II
337675-0110-07
SIMPSON HOUSING LP 879999
3201 S TAMARAC DR 4200
DENVER CC 80231
337675-0120-05
SIMPSON HOUSING LP 879999
3201 S TAMARAC RD 4200
DENVER CC 80231
337675-0130-03
GREAT ; WEST; MANAGEMENT E REA869999
3201 S TAMARAC DR 4200
DENVER CC 80231
337675-0140-01
SIMPSON HOUSING LTD PTNRSHP879999
3201 S TAMARAC DR 4200
DENVER CC 80231'
337675 0150 ;08
SIMPSON HOUSING LP 879999
3201 S TAMARAC RD 4200
DENVER CO 80231 '
337675-0160!06
SIMPSON HOUSING LP 879999
3201 S TAMARAC RD 4200
DENVER CC 80231
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I
OL. -' U-11JU"Ua 1,
LATTA GEORGEENA L 744122
1315 S PUGET DR „C-14
RENTON WA 98055
813520-1160-01
DIPAOLA LAURA LEE 409999
1315 S PUGET DRIVE VC-15
RENTON WA ; 9E055
813520-1170-09
JOHNSON BYRON A 669999
1315 S PUGET DR VC16
RENTON WA 9E055
813520-1180-07
BURNS T M £ THOMPSON D G 683559
109 MCGRAW, ST,
SEATTLE WA 98109
813520-1190-05
' MORI PAUL '8 E0481
1315 S PUGET DR C-18
RENTON WA 98055
813520-1200-03
KAUFMAN DEBORAH L 460600 • .
1315 S PUGET DR VC-21
RENTON WA 98055
. 813520-1210701
LORENTSEN 'LINDA SUE 319999
1315 S PUGET DR VC-22
RENTON WA 98055
813520-1220-09
WELTY KATHRYN J 849999
1315 S PUGET DR VC-23
RENTON WA 98055
813520-123C707
WIEST ERIC_V 7N9999
1301 S PUGET OR VC-24
RENTON WA 98055
813520-1240705
PFIFFNER STEVE M+CHRISTINE 290927
1315 S PUGET OR VC-25
RENTON WA , 98055
813520- 125C-02
GOUGH KATHY J+DAVID A 429999
9718 WATERS AVE S
SEATTLE WA 98118
•
813520-1260-00
NISHIMURA ' HANK M E118C
1315 S PUGET DR C-27 .
RENTON WA 98055
t_1I. )£'J IU 7U-U7
NOMURA KENNETH K 719999
1305 SO PUGET DR VB-28
RENTON WA • 9E055
813520-1040-07
MUSTER BERNHARD URS 706500
1301 S PUGET DR V831 .
RENTON WA 9805.5
813520-1050-94
SARGENT JO3-IN C 469999
1305 S PUGET DR tB-32
RENTON WA . 98055
813520-1060-02
STEPHENS L'LRI L 939999
1301 S PUGET DR 8-33
RENTON WA 98055
813520-1070-,00
WOOD DAVID 672E01
3208 COLUMBIA HTS RD V36
LCNGVIEW WA 98632
813520-1080-08
OKERT FRANCES E 039999
1305 S PUGET DR V8-35
RENTON WA 98055
813520-1090;06
OUK MONY 549999
- 1305 PUGET DRIVE , 48-36
RENTON WA 98055
813520-1100-04
LACEY MARGARET K E1280
1305 S PUGET DR VB-37
RENTON WA , 98055
813520-1110-02
CONTRERAS DONALD E 707510
11234 RAINIER AVE S
SEATTLE WA 98178
813520-1120-00
DAVIS RUBY J 509999
1315 S PUGET DR VC-11
RENTON WA 943C55
813520-1130-08
PRESSON DIANNE L 759999
1315 S PUGET DR VC-12 •
RENTON WA : 58055
813520-1140=06
ELDER CATIIERINE A 059999
1315 S PUGET DR VC-13
SEATTLE WA 98055
VETERANS AOt1IN 772303
SODENKAMP CONRAD F LH 46-40010641
915 2ND AVE
SEATTLE WA, 98174
813520-0920-04
MCKELVEY FRANCIS A 839999
13,05 S PUGET DR 11315
RENTON WA ; 98055
8.13520-0930'02
STEFFANSON "KURT A 279999
23308 67TH AVE W
MOUNTLAKE TERRACE WA 9E043 -
813520-0940-..00
MARCIE TERRY L 790337
19844 134TH •PL SE
RENTON WA ! 98058
813520-0950=07
SCOTT SAMUEL TREVOR HUGH E1180
1305 S PUGET DR V18
RENTON WA 98055
813520-0960 05
KLEPAC ROBERT J E1280
1305 S PUGET DR V8-21
RENTON WA 9E055
• 813520-0970-03
- WITZEL SCOT M 679999 .
1305 S PUGET DR VB 22
RENTON WA1 9E055
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SZATKIEWICZ JAMES+MARY L 709999
15908 SE 178TH ST
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1305 SO PUGET DR 11824
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103 123RD ' AVE E
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1305 S PUGET DR 113 26 . .
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1305 S PUGET DR g327
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4501 132ND ' AVE SE
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• PG B0X 3886
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1301 S PUGET OR 4A-32
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1301 S PUGET DR 4A-33
RENTON WA 9E055
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1301 S PUGET OR 4A-34
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813520-0840-01
MURRAY MICIHAEL E 329999
801 N 31STI ST
RENTGN WA : 98056
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BAINES BRETT W 179999
1301 S PUGET DR A-36
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813520-0860-06
BLUE GARY .A 2N9999
1301 S PUGET OR 4A-37
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813520-0870-04
EMPENS STEPHANIE 729999
1301 S PUGET OR A38
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813520-0880-02
WOLCOTT ALPHA D 409999
1305 S PUGET SOUND DR 48-11
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RAMSO BRYAN 499999 •
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1305 S PUGET OR 48-13
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1301 S PUGET DR fA-16
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JONES KASEY TEAL 739999
1301 S PUGET DR VA-17
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ANDREWS WENDY L 839999
1301 PUGET' OR VA 18
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1301 SOUTH] PUGET DRIVE VA-2.1
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1201 - S PUGET DR VA-24
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1301 SO PUGET OR „A-26
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1301 S PUGET OR VA-27
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1327 S PUGET DR VF-28
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1327 SOUTH PUGET DRIVE VF 31
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1327 S PUGET DR VF-32
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15408 SE 179TH ST
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1327 S PUGET DR UNIT 37F
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1327 S PUGET OR F-38
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13O1 S PUGET DR V A-11
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1301 S PUGET DR VA-1,3
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1327 S PUGET CR F15
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13300 SE 193RD ST
RENTON WA 58058
813520-0460- 00
CLAUSNITZER LYNETTE R 869999
1327 S PUGET DR VF 17
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BLY BEATRICE LYNN 2N9999
1327 S PUGET DR VF-18
RENTON WA 9E055
813520-0480-06
ROLAND EARL B 239999
1327 S PUGET DRIVE ;F-21
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813520-049004
BERGLUND JASON 709999
1327 S PUGET DR ;1E22
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155 NORTH LAKE AVE
PASADENA CA 91101
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1327 S PUGET DRIVE VF24
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CROMWELL MONICA F 849 999
1327 S PUGET DR 1125
RENTON WA ' 98055
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MURRAY MICHAEL E 829999
801 N 31S T ST
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2500 S 272ND ST VB17
KENT WA 58032
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1321 S PUGET DR VE-31
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1321 S PUGET DR. 1.!32
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27607 10TH AVE S
REDONDO WA 98054
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11122 SE 219TH PL .
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1319 S PUGET DR 11D-33
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1319 S PUGET DR 110-34
RENTON WA 98055
813520-0210-03
K I DD AMY E0680
1319 S PUGET DR 0-35
RENTON WA 98055
813520-0220-01
MURRAY MICHAEL E 261645
801 N 31ST
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813520-023009
WENDT THOMAS F G PATRICIA E291651
10605 SE 199TH ST
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813520-0240-07
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813520-0250-04
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RENTON WA ' - 98055
813520-0260-02
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PO BOX 511
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1321 S PUGET DR E 13 •
RENTON WA 58C55
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1321 SOUTH' PUGET DRIVE 11E-21
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1319 S PUGET DR 10-18
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17222 139TH PL S E
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RENTON WA 98055
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3201 S TAMARAC ST 4200
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July 16,1999 DEVELOPMENT SERV(C
CITY OF RENTON
Ms. Leslie Nishihira JUL 19 1999
Development Services Div. RECEIVED
City of Renton
Dear Ms. Nishihira,
apologize f i r being so late in answering your most recent and
very surprising letter. You have single handedly almost completely
restored my up-to;then shattered faith in municipal govt. I can't believe
you went to all the trouble to resurrect those ancient records confirming
my claims re. Maintenance of the buffer zone between our office and the
gas station. I often,thought of trying to do this myself but despaired of.
making the effort for lack of time and ignorance of procedure.
Anyway, thank you so much, even though the benefit will accrue
to the!new owner jrimarily. For myself, it is enough that a chronic
blight adjacent to our bldg. will be tended to at last.
It may be of interest to you and others at City Hall that our
Coldwell Banker agent tells me that he has been pleasantly surprised
with all his encounters with you folks involved in the sales process of
our bldg. My compliments as well.
Very sincerely,
Thomas Maxwell
P.S. I take it that one or more of those people you listed at the end of
your letter,will be following up on the problem. Thanks.
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=.. ARE TO-�UF: N N:CITY
.LL ,; - - Planning/Building/Public Works Department
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Jesse Tanner,Mayor • - •. Gregg Zimmerman P.E.,Administrator
.
•
u n e 24 1999 - _ . . . .
June
. Thomas Maxwell
" 33015;Pacific Street :, '; . : . . .:... .. .`: ; : ::;:
• Black Diamond, WA. '98101-9722 • • . -
• Subject: ': BP Gas Station at 2022.South Puget Drive =
. .. Dear Mr. Maxwell •
Thank you for providing me with an update_ n.theunfortunate.aituation involving- ::: . : •
the BP.Gasp Station idevelopment`and 4your property.'::Your informative::''. -
correspondence, as well'asyfuture updates,•is appreciated. :: " _:: :
- Your letter, dated May15, :1999,`raised concerns regarding the maintenance of ":
the 20 foot landscape strip located on the':northwest property line,of the BP Oil
Company'siteabuttirig the lout side ofyour property::.As a condition of
approval for:the rezone of the siteain 1972,°the City Council required,pursuant to
• recommendations made•by the"Planning Commission,'that the.applicant file a
restrictive covenant requiring certain development standards for the site. .
Specifically, the restrictive covenants require that"areas landscaped shall be
maintained in their original or reasonably equivalent condition for the life of
these covenants." The covenants do not expire until December 31, 2020. For
your records, I have enclosed copies of the Planning .Commission's V •
recommendations too the City Council, the recorded restrictive covenants, and
the adopting ordinance for the rezone of the property: Also enclosed is a copy
• of a landscape plan indicating the existing plantings for the landscape strip
abutting your property as of September 29, 1990.
Your letter also discusses your frustration with the continued presence of
garbage on your property from the BP Gas.Station. Paul Baker of the City's
Land;Use Compliance Section has been apprised of this matter as well as the
landscape issue discussed above. I have also filed a formal complaint on your
behalf. .
Please be assured that you have our complete cooperation and that every
attempt will be made to enforce the maintenance of the landscape strip and the
collection of garbage on your property.
10,55 South Grady Way:-Renton,Washington 98055.
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If you have any further questions or concerns regarding this matter, please . •
contact me at (425) 430-7270. You may also contact Paul Baker at (425) 4 ,
•
7386 to discuss enforcement efforts. _
• •
Sincerely,
•
An .
•
•, Lesley Nis ihira •
Assistant Planner _ • • - . • , • - -
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• C: Paul Baker, Code Compliance Inspector
Jennifer Henning, Land Use RqView. Supervisor s • -, .
• Jana Hanson Development Services Director : _ - - .•
- 1:- • Gregg'Zimmerman, P/B/P:W AdMinistrator;lk-,,
• .- Larry Warren, City Attorney , ....:„.. • - - •
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CITY OF RENTON
DEPARTMENT OF PLANNING/BUILDING/PUBLIC WORKS •
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VIOLATION COMPLAINT CHECKLIST
File No. Date (Db.. 010 Rcd By LP-....re-Ve`E NIS IA IH(P-A
Type of Complaint Ci � .�l a-� l Ds -= Al.Of M
� CUvvc fovvteA a,
Location of Violation 9.0PD. C. PL'C,ET DRI V- Zoning ON
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Narne of Occupant 43P 01 U C DMPA-NI Phone/Home 1
Address Work
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Name of Owner I Phone/Home
Address - Work I!
Name of Business Phone Work
Address
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Complainant THOMPcS MP�i.�VF to , KC) 3cao • g,f ~ '
Address q3c'( p/ -CAF1 C., 4'=., P, A-CV- DIMAGNt ,4 OWWWork l
•01NN2+R. OF i(113.0 S . PU6�-f PP-
Reply Request 1 [ ] Yes [ ] No . [ ] Not Discussed
Disclosure Info . [ ] Do Not [ ] OK [ ] Not Discussed
Phi tos Taken ; [ ] Y [ ] N Police Investigate [ ] Y [ ] 1)1
Wi ness (1) • I (2)
Phlone/Address (2)
Violation Description
,
1
Field Inspection Dates
Findings
1
Action(s) Taken 1
1 j I'
Citation Issued: Date. No.
Referred to Attorney: Date ' Documentation Enclosed
Final Disposition
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COVb1d226 11/�90
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•:,•,.?..1441.4, , .7,, . •, ',t, .., ., n„listed below and.forwards the following recommendations to the City...•;.,L,','1,>,.• ..t,'..,,:,••••,-0,•''.'7:•-•..•.-.•-.':-..• •,' '
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' ° ',•'' '''''':,• :-Ilf-•••i:'"••'''' -.- ,'t',flti '.i';-"41Pon completion of the publio hearings on the-subject mattiiii,;. ,..' r....• "•-...,:';•," ':•-•••.'. .. ' ,. . ..-; •'-C.
'n'' O N...',,..47.,,• •;. • ..,11-..,F,71 4,'",f4... •• .-• .41,,,,,,,, ..,.e,4/,:i•-•;Y:the Planning Commission took the following actions ''' -.. .":••••V.•••,-,:,•'•.`'...t':........! '•• ; •.i......";‘...s 7,1...".Z.:‘ '.. .••
.. ..p...7-set••,. ..f.,.;-..,..i..;...:}-;, .....1 ,','Mr....',...'"2".";1'.!NOVED AND SECONDED THAT UN PLANNING COMMISSION RECOKNISD '1'•;..."-:'1,:1-;4 P.;:-:,..';,.4';: .:':;;•f:::1': •••:..... ;': ''
„..•2.,*, 0,......,. ,*......-!.V.1.:*......:1„:,,i /..... .: :11:1::\'‘.`'•to THE CITY COUNCIL TN/ GENERAL. SECURITIES ...`iJ,t.4•L:TFA.,....-,:i7 e,..:•.;;.•.1,.,,LJ::::.,:•-..-.:;..C••••,,,.;i:.',:•."?..:.C.I'..i.:- .',. ,•.. g.,..,...)..,i, , • '-'-'rV. ^' F, wt 3 0 ...',.ri -APPLICATION PON REZONE' PROM 11..3 TO B•1 WITH RESTRICTIVE •"...... .....',.%Zii%‘-'K,)...,.:.....,,... ,.....',.;'.•A','.:.,'.1‘.. -. '. , 1.::',.
'...';' II:..,.y•' .1"' ''',,'".i'..i:.'j..... 4•'• .4k: ,,,,,tt• COVENANTS AS REVISED IN ?me NEARING DISCUSSION AND swhiscr -•;,.V.,-,' ....,-(-",1 pi•-•;,........';,.1''.;:ili.:,-./•3•.:scs,`:-':,,..;.1'.' ..:,-;:"•I'.-
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:.,..„........;:„.„,„...,,,,.. , ..,...„...‘, itca 1..„.„, .,. •.ON DENSON ROAD AS POLLONSI.NORTHERNMOST ACCESS,'INGRESS • -...„;.,.:.,-:;v.,..,:,* 4,...;.!...,:,.:. '/,r':;14-r...';':..-7'}fi,1.4!;:,.',.. .' •
...'",',...":'. ‘P"'... . •-;,.-i I'll,. "V' : lk i ,.,,r. ;mar, SOUTHERNMOST ACCESS, EGRESS ONLY.*rim REZONE xi:pugs?„,1,-,!..!,,..:-.?7 .,•-„t•-,...-.•-i0 ;;,,,,...:":^::',•.."• : •,,,,. ,:f
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..::::•:.,:::.,7,-....,..1•;e1.1....11.. ,.- -.,..t,;,:s1 :- , 1.t*:p ,,..ii': These covenants were submitted by the applicant attar joint._...4% p... •••• ...,:,::iii'::(„A;I:.p.;,•„);,:i...,•;(;,,,;..".•,:f.'is: :•:'' . . z,
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41 ‘,4..!-,.:0 .514 ,f4,1,,. 10, • „ „owner and the Planning Commission.v The covenants define . .•.....c4t-i7..r.:, ..Z.,,,,....„:;..,,,-:,....,,,,.....:.,•,-.,:,,,;.1.5•::,.!_...,,,-,,,.. ,,, . ,
•:.2....;-111111 P.4 i.j..,14`,„...., ; .....!.C.• ''..' Ii.,...V.,Pati, ,.k development of the property with specific reference to landi :,:,,,, 'Y ' ,•,-.•„;,;"..,,,,:,.:1-,2';‘.:.:.^,',.-,:„.':.••;;;/.;•."...• ...•-.-
;','''':::._•:,...0.,,5..'.4.0'lb .‘34::.. ' •II-1 it:41°1,...,56.1‘.21:4,••use, development plans, setbacks, landscaping and bonding. •0. V.,. 11.0::.-•:•,,...,;,..;:•,..•5',4.7.:-,;',..4,..,.:-::
.:".•*1-';:t".::•'&".".• ''''• `f,'''' te.''.1f.. • 'It is the Planning Commission's opinion that said covenants:, ..1 .:"..%e•*.....4' ,••}..,.i.•;•:',':.•••••-:''''''.'•;•s%V.4:::•,'';.•*•...' ••..''•
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1 Mayor and City Council !! '1f) ,'i ..' {! I•
June 2, 1972 \ ::. :r• .514 a fir'.:;. s
ire:`.';':� •
� Pays 2 • i_ ;.
�t ,. iJ HOLMES, JAY E., Appl. No, R-6112-71; rezone from R-3 to • F...•" ,..;1: :• ,."• +':a• .-
•,.lr^•t. ,• 0-1; property located east side of Jefferson Ave. NC, 'Q'l1t:,,i'�'e{! i:rr' •5 ,a,;';� i-
•,.;;:. . north of Sunset View Apartments ( 9 k aw f i Lr
Total Area--2/3 acre, approximately lic� w1: ;+3r�A . )�' "t '
�•�' fti,, .. .`„iiA '•' ,e ms•-:.dr,,.,^;>L , .
;,% Principal Access--NP, 10th St. and Sunset Blvd, NE
t,i;:'It. i Existing Zoning--R-3 M1:L;; .:;:i:.'_ Tit.,'jh..j,:`;;'t-J,?•,•
▪ ::M%:. - ExistingUse—undeveloped ti'+S'� '��1�■',4�'`'• l'f
r b 1' Proposed Use--commercial -�,.„ ,1r::. I .•:M� Sr. ,
�• Comprehensive Land Use Plan--couuuorcial [r rtS�' � ' `
'.'I '.•;� •• Upon completion of the public hearings on the subject •,, •,• J'i- ;I
,,e.t',I;^?. • matter, the Planning Commission took the following action: O .,. ; ., a•,,,t2.1:„
jam••,.p' 'MOVED AND SECONDED THAT SIIF. PLANNING COMMISSION CONCUR IN YplltM Ri fii r t `
• '=:"{'�;�3 THE RECOMMENDATION OF THE ZONING COMMITTEE APPROVING THE •IIVK�'I J -i-,�. '
>'1C, .•.;:�• I0 HOLMES REZONE APPLICATION AND FORWARD TO THE CITY CCIVCIL .l,..,�(y;t�Y'•... .;
;�•S j..a•.!. FOR ITS CONSIDERATION.' The motion carried. y_;w Mk t�,.� >Y� •1
ii'•r`"I` „} COLLMAN, EILEEN, Aopl. No. R-695-72; rezone from R-2 to p:sg;y:•}r' ''+ ip."ra•.
�s R-1; property located north of City Center Motel, front- 't.iL "t•'' �
'�*r,�, i7,E:. • >.ng on S. 2nd Street '`1�^`: ti• -r�`.: . ..
r \fir =}:` i Total Arca--0.91 acre, approximately C r�:j=�,';• `J', -
'i.4:::`. /,,: '• I Principal Access--S. 2nd Street ". ^' i ,1 -••
',�`�, Existing Zoning--R-2 .\ .`.,7,•r,...a-5•n tL^:"�''is;Y�. ,
r Existing• Use--mobile bL aI/ _:1 : i�''K't y't,: :
•):r,+'� 0 to home park =' r! i.. ,t.�,;•_' <� .
rr ' • Proposed Use--retail store r;% • t,}k'••! .
• 'i. ' 'Comprehensive Land Use Plan--commercial .iri- •'i:-.r;;':''�?.; ;-a'.�r r•
h U[.on completion of the public hearing on the subject matter ':.z�,-;�`r�'.;1ikr '�i,,V,.•• •
•"��!r{{A��i,';"".• t:,•: Planning Commission tool: the following action: ::vv F.D ',▪ i 7%'� dam','?' ,"r''•'•'•at '
:.:1 :'_.U::LEl1 THAT TIIE 1'LA.YNI:JU COMMISSION APPROVE 7Hf. CULL- •� •\ -r}' ',E'n +'�t .r"•
▪`'VYJti''.' • 'MAN APPLICATION FOR REZONE FROM !r-2 TO N-1 AS IT AGREES N'I'rll -.2'•: :4�i'`��..•'1 - :yi.'.•!
'The COi:PREiIEN'SIVE LAND USE PLAN AND F:%RI:ARD TO THE CITY " >•F',i-•'•'. "�:�}-�"•"Leh
• .• 'Y� CUUN.. _ e R ITS LO:ISIIII:R.ITION. ' iu Ss•s•+•r,..4 �.- ": '���,,,""":::
a�o[icn carried unani-
mously. ''%;i7,?
• Very truly yours •i''I-K,',=':`:en'_41'• i-.e• -':,
-l?Ti -itr. i / I ��I .^ ;..5'.;:if lie .* ..,! f a ....
`j��k CUCtIOn Ericks.)n !%- }
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r _DECLARATION Or RESTRICTIVE CO'JENAMlI = '•f•-.. '
! -:a;
':a 1 1 WHEREAS Renton Properties, a joint venture, is the owner ,'�:'.;. '_Y• `•
• • `;44.V. ., • of real property is the City of Renton, County of Xing, State of `.r.�`
• Washington, described as follows •$'.-
1•• Viet portion of the S. W. quarter of Sec. 20, Tvn.23W., ' ���;::'
Renege 5 E.W.M., in Xing County, Washington described as j,,,-A,A.•..- .
follows, " �:::i .
' Cowencing at the N. W. corner of said S. W. quarters . 1?;';.
thence S. 2.06'30•.W. along the w. line thereof 494.94 ll,,41,�':-•
•.. r7 feet to the southerly line of Puget Sound Pater 6 Light `. • ,.0.,...r,.;'•'
:' j;. - . , Co.1120-foot right-of-wey, as contained in instrument ,;;:a.'
recorded under Auditor's file No. 5617370/ thence W. ..tt •--..
' ;' 3 74'32'l7• E. 297.53 feet to a point on the Easterly •t« .•
f` margin of Puget Drives thane' S. 16•20'40• East along •
-:,� `. :
•' cp said easterly margin 1047.42 feet to the true point of •--..1-,,'
%> N beginnings thence N. 60.39'20' E. 115.19 feet to the %; cq:
:i. N Westerly margin of Benson Road as said margin was es- • -:►,i;';`•
• tablished by Judgment a Decree of Appropriation(filed ...t.:• `::
• • under Superior Court of Washington case Mo. 661210; �`rr: .
.'.- • • thence S.•21.19'1S• E. along said westerlymargin ;;:'''• '
' 316.03 feet; thence S. 17•31'3I• W. along theright '_•• 1
of way-intersection of Ronson Road and Puget Drive 17.13 :-'' ;tie,
tree feet to a point on the Easterly line of said Puget Drive, ,,.*. ;•;,•: ; '
-r, said•point being on a 304.26 foot radius curve concave - ,, •,',
to the M. E., a radial at said point bearing M. 17.51,28nel ,.fin 0.-; •
.r thence Worthen alongsaid Easterl margin en arc distance Q'.-'i+'
Y Y 9 • ' r• ••• ..t..:.:'
< !� of 296.20 fast to a point of tangency: thence M.16 30 60'M. :,K:S.�'.;
•{ along said Easterly margin 61.26 ft. to the true point of ••-
: beginning• • Y? •• � , .
. . r.. ..•' -.
•
• •
j WSEREAS the owner of said described property desires to
�' the following restrictive covenants running with the land as •s •*posea, x ':•
i--: r_ • to use, present and future, thereof; •
•.��n•:,
ia.:. NOW, TMzfergOEE, the aforesaid owner hereby establishes, grants, .
•
S -. . I and imposes restrictions and covenants running with'said land as to c lit.".
�'
4:. the use' thereof by the undersigned, its successors, heirs, and assigns, •
K:.
" - .'y I as follows, 4'�? ,'..
•
"r. •.:a. Dees ;Julchanges therein shall be subject to review and approval "Y ,:7''..
4• -�:� Iti '�
...,= " • by the Planning Commission or other appropriate examining body '
.• •
:` A/:„ lof the City of Renton as provided for by the ordinances thereof :.,• .
1
:' las now existing or hereafter amended. , •" tom"
s•a
-.i•" •r• • II. (DEVELOP/ ST PLANS • ''��''7✓7!���� ;;;
• 4 '�ASi: y�.
' Development or redevelopment of said land shall be in accordance ^yyy'''�k •
:with the plans approved by said Planning Commission as'well as ;• it ti ,
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! by the Building Department and pugineerinq Department of said
____. :1. 1
i ' City, and shall include but mot be limited to the following ••";',4,.. _
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:••‘. ' .,1 ili:::'
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- ;'•':•f•I ' -''';, • : Buildings or other structureal
Osight of structures
. .
Tilling and grading,
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F.
: ::' : f.0 , Landscaping; and .,
1
.-':•.'A.'.... § • • i Access . I•
, .• -1•-.P1 ca l• ,
'-::":',•- .-12,11.;,.;,t; I.--R III:. scrnicrs . • 1
1 So building or structure shall be pernitted'or located within . .
. 4•'• -.`1,-•
. . '.`.•'. ; .*--.1 twenty (20) feet of any property line. • .
. I .
• IV. IANDSCAPIVG P.ND BONDING •
.4,•_••.; . '.. . I •
• A performanos bond la favor of said City shall be posted to
',.'",•• ••• -,,,; . .
...':,':• ? :1 assure °paternity with landscape plans approved by Its Pleat. •
ping Commission. The amount of Such bond shall, at the option
'1'[.4` • ' ..ti I
of said City, be equal to one hundred fifty (150) percent of
• ; r'*; •,•'''1
the cost of the installation of the approved landscaping plus
.Y1••''.':, ...::••••:2; maintenance thereof for a period of three (3) years thereafter.
::'•'•,;,: ".:,•1: at the option of the grantor herein, a cash bond may be substi.. .
)
•-,,:',•.. 1 ,i
,;? toted for said performance bond in a like amount. Areas lend- .
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...1.-• ' -,a. soaped shall be maintained in their original or reasonably
., • • ... ...
Z. ••••••• equivalent condition for the life of these covenants.
.;'-'> `•;•••••• .„
-::,..',i ,,••,1:. •
• V. ?In PERIOD • .
•Those covenants shall run with the land and expire on December
•-".•••,•,,:- ","'r,'-',•.
I
31, 3020, but if said-land is not acrid 8-1 ("commerciall-caa • .
•..1,,Vi . •.::::,0 • • I or before December 31, 1972, said covenant shall be mull and
••-.„, .• .,ig, •.1..P • .!i• void. •
i':- ' "--.1..• Any violation or breach of any of these restrictive covenants
•s• ,',. ,•••••-1 ,
•
.-'.y, may be enforced by appropriate legal procedures in the Superior Court
I
of King County or any other court or tribunal having jurisdiction I
::,•.t• . 1 14 thereover either by the City of Renton or any property owners ad..
.
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':'. .. ItIrrall PROPERTIES, a joint venture • ..i.Pe ...e.l....,:.
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On this 1,f" day of suns. 1972. before PO personally appeared . :'..... •
. ,
• . '.'..-,.: •
the individuals above signed, who executed the within and foregoing in-
'
, .
strument and acknowledged it to be their free and voluntary act for the
uses and purposes therein mentioned.
' I .
IV WITw1s8 wurszor, I have hereunto set my hand affixed my . .
. • .
official seal on said day and year •• •
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•
ROTARY PUBLIC in and for the
. , . ...
, . State of Washington residing • • ,
• eSIti4i,• 1 . at Seattle. - •
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•
•=i • ► ® ORDINANCE NO..t 7/r?0 ..64u 1.w,:
AN ORDINANCE OF THE CITY OF RENTON, WASHINGTON, .2•Y •
.4 1 : CHANGING THE ZONING CLASSIFICATION OF CERTAIN fij //•4
PROPERTIES WITHIN THE CITY OF RENTON FROM RESIDENCE f.)' -
.Pyr
DISTRICT (R-3) TO BUSINESS DISTRICT (8-1)
iWHEREAS under Chapter VII, Title IV (Building Regulations)
• of Ordinance No. 1628 known as the "Coda of a :•al 4. ._..,..• • .
of the City of Renton", as amended, and the a.,,s ands .
• in conjunction therewith, the property he:e....-.rr ..,_. ..-.
• heretofore been zoned as Residence Di=trL__t (.-l) . + •
•
!WHEREAS a proper petition for change cf zone clrs:if:aa•i:a
j 1
of siid.property has been filed with the City C.;:s; on or a:.:• -
i'- • April 1, 1172 s which petition was duly referred to the PI-inns:::
Commission for investigation, study end public hearing, and a put.lic.
' ,h'. • hearing having been held thereon on or about Apri1.26, 1d:2 • rnd
• . j'Y'. • - saii natter having been duly considered by the Planning Commission
and said zoning request-being in conformity with the City's Comprehensive
.. -Plaid. as amended, and the City Council having duly considered all
i
-. r:
natters relevant thereto, and all parties `•,vi _ t--n -- ,*earir.g
'-''r in support thereof or in opposition the:: • • •-.••
- having heretofore executed and deliver_. - :it,/ - ••
of Restrictive Covenants• and same Doi:-: . .. . ,. . . . .
set(forth.
NOW)THEREFORE,
SECTION It The following descrit.-: .
• Renton is hereby rezoned.to Business Citr::- (''-:) .
•
' ' u hereinbelow specified) the City Engineer ..,,1 :... F'ta::.i:: -
areihereby authorized and directed to c):,nze tt..: m:,,s of . - -.- -
Ordinance, as amended, to evidence laid rezonir.., to-wit:
Ae per Exhibit "A^ attached her-•.> ., in-•^•:+nr+'et
herein as it fully set forth.
, Said property being located on nort!:.,-et c;:rar o. ant '
Puget Drive in Renton, Washington.
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1i SECTION II: This Ordinance shall ".. in .'0- . .. ..+ inl
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unlessi otherwise provided :ar here i.
PASSED BY THE CITY COUNCIL this. • • • .. . '
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APPROVED BY THE MAYOR this.;'.,.
Apprived as to form:
% ' 'n,ey ,c,.:
,t'ao,Lirard H. Shellan, City Attorney
° r"FDae. Of Publication: SUN 23 19n
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— — — -- J _ ` — `_ter.. _. RE--- t—--- BP—OIL CO. —
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MVELOPIL
May 15, 1999
MY 1999
Ms. Leslie Nishihira, Project Manager g
Development Services Div.
City of Renton
•
Re. Project No. LUA-98-125, ECF
Dear Ms. Nishihir'a;
Please refer back to my letter of 29 Aug. 98 as I outline the events
since then which have resulted in a calamity even worse than I could
ever have imagined. I find it ironic that in the original notice that you
sent me, words like non-significance and comments indicating unlikely
environmental impact keep showing up.
The excavation and tank replacement project,began in October
I believe and ended in early Dec. By.a strange coincidence, the next
utility bill we received for the office bldg. showed about a ten-fold
increase in our water usage. Suspecting the worst, we contacted the
city to determine the cause, not realizing the problem had already
been fixed by our ever-alert office manager who had discovered a
"running John" in the patient's restroom. In investigating this event,
I learned that the;billing dept for the City had sent us a notice advising
a serious over-consumption problem. The following month's bill was
normal and reassuring as no other sign of water leakage was evident. It
was this event that brought the city investigator to our office initially,
and when he was there, we brought to his attention an unusual seepage
of water through cracks in the lower, or northern, portion of our
parking lot. This was first noted in late Dec. or early Jan. 99. This man,
a Mr. George Stahl, said he didn't think it was too significant and
probably just excessive ground water from all our rain, but he would
monitor the situation. It was probably about this time that the BP
station received their notice of over-consumption, which, I am told, was
of truly alarming;.proportion. They called in someone to check out the
problem and finding nothing unusual, apparently gave the matter
no more attention. In the meantime, water began to escape in ever-
increasing quantities from our parking lot and through the rock wall
separating our properties. Mr. Stahl was called several times and our
1
manager kept a record of these contacts, and he even made some visits
on his own, calling later to report his impressions of the problem.
Throughout this time of some FOUR MONTHS, it was suggested to him
that surely there was a broken pipe uphill from us at the very-recently
excavated gas station. He continued to be reluctant to accept this
explanation, stating that he had tested the water and it was not
"drinking water". He said that he had some special equipment that he
could use to listen to the ground and detect the sound of a leaking pipe!
All this while, he seemed to be totally unaware of the monstrous amount
of water flowing through the meter of the BP station and, it appears,
never did, in fact, check the meter! The water, by now, had completely
saturated the earth under the station and between the two properties so
that it was flowing steadily between the rocks of our wall and pooling at
the upper end of our parking lot, and then flowing down over the lot
and under the lot'for a distance of about 100 feet and then erupting to
the surface. As an owner of the bldg., I was becoming frantic. I was
beginning to think that no one would diagnose the problem, which
seemed so self-evident to us. The "last straw" occurred on Mother's
Day weekend with the development of a sinkhole at the north end of our
lot, which incidentally, has been enlarging and now is accompanied by
sinking of a very large area around the hole!
When I learned of this development, I tried to call Mr. Stahl, and
found that he was out sick. That was a misfortune for him, but as it
turned out, a definite blessing for me because I then called his superior,
Mr. Jack Crumley, who managed to settle me down and subsequently
sent Mr. Greg Durbin over to the site. In probably an hour or so, he
discovered the BP meter spinning like a top and concluded that there
was indeed a broken pipe on their property. I understand that it was a
large pipe to the BP bldg. At long last, remedial action was taken, and in
a matter of a few hours, the leaking pipe was unearthed and repaired.
Praise God for that at least. This, after six months, more or less, of
disastrous underground flooding directed to and under our property,
thanks to the indifference of BP oil and the ineptness of the City of
Renton, I'm sorry to have to say.
I will apologize in advance for any offence I may have made to
Mr. Crumley. He was very courteous to me and I know he did his best
once aware of the circumstances, and I know from experience how
difficult it can beat times to overcome others' shortcomings. I suppose
the same can be said of Big Oil Co. managers as well.
Now, of course, I must put behind me this sad saga and pursue
2
I '
II
a course of remedial action. I am contacting at least two reputable
paving contractors to evaluate the extent of damage and outline a
program of repairs. I imagine things will have to dry out awhile before
this can be done. We will try and choose the company which will do
the best job at the i least,expense. It is a pity that we went to the expense
only a couple of years ago to have the lot resurfaced. Since we are in the
process of selling the bldg., we are under some time constraints as well.
We will look to Tosco Marketing Corp. to make prompt
restitution for all our costs on this project. Since there is a very good
possibility that the clinic will be inoperable for a time, the tenants
may seek some redress in this regard. I certainly hope that it will
not be shut down for as long as the station while their tanks were
replaced.
As long as I'm at it, I'm going to address a problem that has
been eating at me!for a very long time, nearly 25 years, I think.
I think I owe it to the new owners of the bldg. at the very least.
The property on which the BP station now sits was originally
zoned for professional office space only. Along came Mobil Oil
which cast a covetous eye on it and applied with the City to have it
rezoned for a gas station! I was outraged and horrified at the thought
of our brand new clinic bldg., at the time, the only structure on the
block, sitting right next to a GAS STATION!!. I was greatly relieved
when the City Planning Commission voted 6-0 against the proposal.
Oh, the naivete of the young physician! Mobil obtained the services
of the ex-mayor of Seattle and they appealed to the City Council
who after brief deliberation, voted 6-2 for the rezone. That old
politico, Charles Delaurenti, had the gall to say that he thought it
would be "good for our business"! Perhaps he figured a guy could
stick a nozzle in his tank and run over to our place and get a quick
ear cleaning.
In any case, conditions were attached to this rezone agreement.
A stipulation was agreed to by Mobil, and I am sure was meant to
continue in perpetuity, that the strip of property between our
enterprises would be properly landscaped and kept neat, clean, and
properly maintained. Mobil quickly proved their insincerity regarding
this agreement, and so has it been with a succession of owners, present
being no exception. I think it is high time this agreement was lived
up to.
I am now demanding that Tosco M. clean up and properly
landscape this area and that they maintain it. Further, they should
3
direct one of their; station employees to make a practice of taking a
bag each morning and gathering up the trash thrown onto our
rear entrance way, 99% of which consists of bottles and cans and
wrappers sold in your convenience store. The worst mess of course
will be found on a nice summer Monday morning. What a way to start
one's,week! It is my belief that if these provisions of the rezone
are not complied with, the City Attorney is obligated to take action
even to the point of suspending the business license. I might suggest
a young man named Jason Wipf to do the landscape maintenance
as he presently cares for both our place and the adjoining property.
I hope that my comments will be regarded as reasonable and
constructive and serve to expedite a quick and satisfactory solution
to our problems.
Very sincerely,
Thomas Maxwell, MD
CC. Tom North, Tosco
Jack Crumley
Paul Skarpliol, Coldwell-Banker
City Attorney, Renton
Kerry E. Brink, Atty., Vandeberg, Johnson, and Gandara
Ron Orton, Contractor, Puyallup
5.17.99
P.S. As of this Monday morning, the clinic office manager reports
a marked decrease in water flow through our rock wall and down the
parking lot. Initial estimates of damage to our lot suggests damage so
extensive that it is likely "too much" for the likes of an ordinary paving
company. This being the case, we will have the building foundation
inspected as well.
The neighbloring building parking lot is now showing water
damage.
TM
4
29 August, 1998,
Ms. Leslie Nishihi Via, Project Manager
Development Services Div.
City of Renton
Re. Project No. LUA-98-125,ECF
Dear Ms. Nishihira;
I am sending this letter, as you suggested, to voice my concerns
re. the above project and ensure that we are made a party of record.
As you will recall from our phone conversation, I have had a long
history of dealings with our neighbor, a succession of major oil
companies, the most recent BP. Unfortunately, none have been
pleasant or to out satisfaction.
Ever since the City Council overturned the Planning Commission
6 to 0 vote to refuse to change the zoning code from professional
office and allowed Mobil Oil to build a gas station on that site, we
have had nothing but trouble. Vehicles, even trucks, have had their
brakes fail allowing them to role down the slope of their parking lot,
over the bank ands crash onto patient's ( even my ) cars. Trash of
every, description, sold in their convenience store, has made Monday
morning cleanup a major project. A broken sprinkler allowing water
to run down our sidewalk was ignored for months until I finally got
their attention by pointing out that it would soon freeze and someone
was going to fall and probably get injured, likely suing BP for a bundle.
Only that threat got their attention. When the City rendered the permit
for them to go ahead, it was stipulated that they would landscape and
attend the planted strip between our properties. That has never been
done, and it has continued to be an eye-sore and trash site all these
25 or so years.
These, and;many other instances of failure on the part of the
gas stations to be a considerate neighbor, should help to explain my
dismay at the prospect of what amounts to the creation of a mini- pit
mine immediately adjacent to our office building.
Therefore, having been bushwhacked already to much, I am
requesting that all necessary precautions be taken to avoid physical
or esthetic damage to our office site by this project. Not one shovel
of dirt should be taken nor one gallon of gas pumped until a thorough
inspection including testing of water, gas, sprinklers, curbing,
prevention of water/ mud flow down sidewalks, repair/ renovation
of landscaping and general clean-up has been done to the satisfaction
of all parties.
I cannot help but think that at some point, even if honest effort
is made to prevent an unfortunate incident, one or more may occur.
I hope to make it plain, that I expect prompt corrective action and will
hold BP and the City accountable.
Please keep me informed as to the progress of this project, in
particular as to any agreements / disagreements on the part of BP re.
our concerns.
Sincerely yours,
Thomas Maxwell, MD.
AFFIDAVIT OF PUBLICATION
Lori L. Furnish first duly sworn on oath states that he/she is the Legal Clerk of the
SOUTH COUNTY JOURNAL
600 S. Washington Avenue, Kent, Washington 98032 NOTICE OF ENVIRONMENTAL
- DETERMINATION
a daily newspaper published seven (7)times a week. Said newspaper is a legal r ENVIRONMENTAL REVIEW-COMMITTEE
RENTON,WASHINGTON
---- - newspaper-of-general-publication-and_is_now and_has_been_for mor-e_than-six months__ __ The Environmental Review_Committee
prior to the date of publication, referred to, printed and published in the English language ! (ERC)has issued a Determination of Non-
Significancecontinuallyas a dailynewspaper in Kent, KingCounty, Washington. The South County for the following project under•
news p p y g the authority of the Renton Municipal
Journal has been approved as a legal newspaper by order of the Superior Court of the code. •
State of Washington for King County. BP GAS STATION TANK REPLACEMENT
I LUA-98-125,ECF
The notice in the exact form attached, was published in the South County Environmental review for modifications
Journal (and not in supplemental form)which was regularly distributed to the subscribers to an existing gas station. Location: 2022
duringthe below statedperiod. The annexed notice, a ' S.Puget Drive.
Appeals of the environmental determina-
.tion must be filed in writing on or before I
BP Gas Station Tank Replacement • 5:00 PM October 12, 1998.Appeals must
be filed in writing together with the required
$75.00 application fee with: Hearing l
as published on: 9/28/98 Examiner, City of Renton, 1055 South I
Grady Way, Renton,WA 98055.Appeals to
the Examiner are governed by City of
The full amount of the fee charged for said foregoing publication is the sum of$32.91 Renton Municipal Code Section 4-8-11B. '
Legal Number 5220 Additional information regarding the appeal
process may be obtained from the Renton
—L.) / •
. J.
City Clerk's Office,(425)430-6510.
Published_in_the South County Journal
September 28,1998.5220,
Legal Clerk, South County Journal
Subscribed and sworn before me on this ( ' day of O -- , 19 5Y
%V% �`Q`1401f7PYlp``�i 4-02
Y I/\ q0- ` „ ^
F. •
•,- s,;:,�P Notary Public of the State of Washington
e.`' `;;,1 r,� .'0- residing in Renton
�'= King County, Washington
•
► i: • =' CITY' ')F. RENTON
saLL � � X, ` Planning/Building/Public Works Department
Jesse Tanner,Mayor`. . Gregg Zimmerman P.E.,Administrator
•
October13, 1998
•
Ms.Angie Moffett .
Architekton
12951 Bel-Red Road, Suite 110
Bellevue,WA 98005 •
SUBJECT: BP Gas Station Tank Replacement
Project No. LUA-98-125,ECF
•
Dear Ms. Moffett:
This letter is to inform you that the comment and appeal periods have ended for the Environmental
• Review Committee's(ERC) Determination of Non-Significance for the above-referenced project
No appeals were filed on the ERC determination. This decision is final and application for the
appropriately required permits may proceed.
If you have any questions, please feel free to contact me at(425)430-7270.
For the Environmental Review Committee,
Vit AV?) .
•
Lesley Nishihira
Project Manager 5
cc: Mr.Thomas Maxwell, MD/Party of Record
Tosco Marketing Corporation/Owners
•
•
•
•
•
FINAL.DOC,
200 Mill Avenue South - Renton,Washington 98055.
®This paper contains 50%recycled material,20%post consumer '_• '
•
• r •
• A.
•
•
•
IC Y' A
On the A=1 — day of Se#U.Vvnber. , 1998, I deposited in the mails of the United
States, a sealed envelope.containing
e1RC. ddevvvnivlafiavAs
- documents.;This information was sent to: •
•
Name Representing
• Department of Ecology •
•
Don Hurter I WSDOT •
KC Wastewater Treatment Division •
Larry Fisher . Washington Department of Fisheries
David F. Dietzman Department of Natural Resources
•
Shirley Lukhang Seattle Public Utilities
Duwamish Indian Tribe •
Rod Malcom Muckleshoot Indian Tribe
Joe Jainga - Puget Sound Energy
•
•
(Signature of Sender) SavzIva. IL. S, �.�•� •
STATE OF WASHINGTON . ) •
) SS
COUNTY OF KING )
I certify that I know or have satisfactory evidence that : See_c signed this
instrument and acknowledged it to be his/her/their free and voluntary act for the uses and .purposes
mentioned inthe instrument.
Dated: /8 S `per-rt.49 •• ,
Notary Public and for the State of q'-f hington
Notary(Print) MARILYN KA11.MCf.aF-c-F-
My appointment exp'
9
Project Name: I3P Gas Stair —Cahk "Re Place vr►eht
Project Number:
•
NOTARY.DOC '
.. •
CITY- )F RENTON
Planning/Building/Public Works Department
Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator
September 24, 1998
• State
V�ashington
Department of Ecology
Environmental Review Section
PO Box 47703
Olympia, WA 98504-7703
S bject: Environmental Determinations
T ansmitted herewith is a copy of the Environmental Determination for the following project reviewed by the
E vironmental Review Committee (ERC) on September 22, 1998:
DETERMINATION OF NON-SIGNIFICANCE
BP GAS STATION TANK REPLACEMENT _
LUA-98-125,ECF
The applicant seeks environmental review for modifications to anexisting gas station. Project includes the
removal and,replacementof underground fuel storage tanks, concrete tank slab, underground product, vent,
piping and fuel dispenser. Three underground fuel storage tanks will be,removed and two new 12,0b0 gallon, •
10 foot diameter double-walled-fiberglass tanks will be installed. No modifications are proposed to the existing
canopy, building, or landscaping: The proposal includes the installation of;"point of sale" and intercom systems,
as well as the repair of existing concrete and,asphalt paving as needed. Location: 2022 South Puget Drive.
Appeals of the environmental determination must be filed in writing on or;before 5:00 PM October 12 1998.
Appeals must be filed in writing together With the required $75.00 application fee with: Hearing Examiner, City of Renton,
1055 South Grady Way, Renton, WA 98055. Appeals to the Examiner are governed by City of Renton Municipal Code
Section 4-8-11 B. Additional information regarding the appeal process may be obtained from the Renton City Clerk's
Office, (425)430-6510. •
If you have questions, please call me at (425) 430-7270.
Fpr the Environmental Review Committee,
2( Vü /L122)F7
5-2-
•
Lesley Nishihira
Project Manager
cc: King County Wastewater Treatment Division
Larry Fisher, Department of Fisheries •
David F.IDietzman, Department of Natural Resources
Don Hurter, Department of.Transportation
Shirley Lukhang, Seattle Public Utilities
Duwamish Tribal Office
Rod Malcom, Fisheries, Muckleshoot Indian Tribe (Ordinance)
Joe Jainga,Puget Sound Energy
`
ncrrcnTiinoc\ •
1055 South Grady Way-Renton;Washington 98055 ,
:.� This paper contains 50%recycled material,20%post consumer •
CITY JF RENT ON
N
• aga :4%h Planning/Building/Public Works Department
Jesse Tanner,Ma or Gregg Zimmerman P E.;Administrator
eptember 24, 1998
s.Angie Moffett
Architekton
12951 Bel-Red Road, Suite 110
Bellevue, WA 98005
•
UBJECT: BP Gas Station frank Replacement -
(Project No. LUA-98-125,ECF
rear Ms. Moffett: .
This behalfof the Environmental Review='Committee ERC and' is to inform you that they have
This letter is written on , ( )
completed their'',review'of the e n vir"onmental impacts of,the.above-referenced project. The Committee, bn September
2, 1998,decided that your project will be issued a_Determination of Non-Significance. •{
The City of Renton ERC has determined that it does not have a probable significant adverse impact on the environment.
n Environmental Impact Statement (EIS) is not required under''RCW 43.21C.030(2)(c). This decision wall made by the
RC 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 the environmental determination must be filed in writing on or before 5:00 PM October 12, 1998.
Appeals must be filed in writing together with the required $75.00 application fee with: Hearing Examiner, City of Renton,
1055 South Grady Way, Renton, WA 98055. Appeals to the Examiner are governed by City of Renton Municipal Code
Section 4-8-11B. Additional information regarding the appeal process may be obtained from the Rentr�n City Clerk's
Office, (425)430-6510. ..
If you have any'questions or desire clarification of the above, please call me at(425)430-7270.
•
For the Environmental Review Committee, .
?4at't
Lesley Nishihira
Project Manager .
•
cc: Mr.Thomas Maxwell, MD/Party of Record
- Tosco Marketing;Corporation/Owners .
T rinr.
1055 South Grady:Way;Rennton,Washino gtn 98055
*44
CITY OF.RENTON
DETERMINATION OF NON-SIGNIFICANCE
ADVISORY NOTES
APPLICATION NUMBER: LUA-98-125,ECF
APPLICANT: Tosco Marketing Corporation
PROJECT NAME: BP Gas Station Tank Replacement
DESCRIPTION OF PROPOSAL: The applicant seeks environmental review f o r
modifications to an existing gas station. Project includes the removal and replacement Of
underground fuel storage tanks, concrete tank slab, underground product, vent, piping and fuel
dispensers. Three underground fuel storage tanks will be removed and two new 12,000 gallo1,
10 foot diameter doOble-walled fiberglass tanks will be installed. No modifications are proposed
to the existing canopy, building, or landscaping. ,The proposal includes the installation of"poOt
of sale" and intercom systems, as well as the repair of existing concrete and asphalt paving as
needed.
LOCATION OF PROPOSAL 2022 South Puget Drive
Advisory Notes to Applicant
The following notes are supplemental information provided in conjunction with the
environmental determination. Because these notes are provided as information only, they
are not subject to the appeal process for environmental determinations.
1. Separate plans and permits are required for tank removals and replacements from Fire
Department.
_ _
. , i .
. .,__ _IomE ,
. .
. , . _
. i .
. __ .
•
• • ENVIRONMENTAL DETERMINATION
POSTED TO NOTIFY INTERESTED PERSONS OF AN ENVIRONMENTAL ACTION
I PROJECT NAME: BP GAS STATION TANK REPLACEMENT •
PROJECT NUMBER: LUA-98-125,ECF
The applicant seeks environmental review for modifications to an existing gas station. Project Includes the
removal and replacement of underground fuel storage tanks,concrete tank slab,underground product,vent,
piping and fuel dispensers. Three underground fuel storage tanks will be removed and two new 12,000 gallon,
10 foot diameter double-walled fiberglass tanks will be Installed. No modifications are proposed to the existing
canopy,building,or landscaping.The proposal includes the Installation of'point of sale'and intercom systems, •
as well as the repair of existing concrete and asphalt paving as needed.Location:2022 South Puget Drive.
i
THE(CITY OF RENTON ENVIRONMENTAL REVIEW COMMITTEE (ERC) HAS DETERMINED
' THAT THE PROPOSED ACTION DOES NOT HAVE A SIGNIFICANT ADVERSE IMPACT ON THE l
ENVIRONMENT. 1
' Appeals of the environmental determination must be filed in writing on or before 5:00 PM October 12,
1998.1 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 I {"
governed by City of Renton Municipal Code Section 4-8-11B. Additional information regarding the appeal 9
' process maybe obtained from the Renton City Clerk's Office,(425)430-6510.
,
•
\ z� .
I ct %t \o \\
•
•
tee,' *�
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 properSile identification.
I
-
CERTIFICATION
I, f,',z f N IwwwG.11 I piA , hereby certify that copies of the above
document were posted by me in 3 conspicuous places on or nearby
the described property on v-6t,/ xi, Sio•-�(� b-t v' �5, 19 q/°g
Signed: Zc2t fi j-e;)}
ATTEST: Subcribed and sworn before me, a Nortary Public,in and fore State of
Washington residing in t2,v ,.. , on the / 1 day of 1. 1. 14 c c , .
•
�27 ! ---,1. 9
MARILYN KAMCHEFF.
COMMISSION EXPIRES 6/29/99
`� - CITY OF RENTON
DETERMINATION OF NON-SIGNIFICANCE
II
q,PPLICATION NUMBER: LUA-98-125,ECF
PPLICANT: Tosco Marketing Corporation
FROJECT NAME: BP Gas Station Tank Replacement
p
DESCRIPTION OF PROPOSAL:, The applicant seeks environmental review for modifications to an existing gas
station. Project includes the removal and replacement of underground fuel storage tanks, concrete tank slab,
underground product, vent, piping and fuel dispensers. Three underground fuel storage tanks will be removed and two
new 12,000 gallon, 10 foot diameter double-walled fiberglass tanks will be installed. No modifications are proposed to
the existing canopy, building, orl landscaping. The proposal includes the installation of "point of sale" and intercom
s stems, as well as the repair of existing concrete and asphalt paving as needed.
OCATION OF PROPOSAL: 2022 South Puget Drive
LEAD AGENCY: City of Renton
Department of Planning/Building/Public Works
Development Planning Section
This Determination of Non-Significance is issued under WAC 197-11-340. Because other agencies of jurisdiction may be
involved,the lead agency will not act on this proposal for fifteen (15) days.
appeals of the environmental determination must be filed in writing on or before 5:00 PM October 1 II, 1998.
Appeals must be filed in writing together with the required $75.00 application fee with: Hearing Examiner, Ci y of Renton,
1055 South Grady Way, Renton, WA 98055. Appeals to the Examiner are governed by City of Renton Munilcipal Code
ection 4-8-11 B.' Additional information regarding the appeal process may be obtained from the Renton CiN Clerk's
ffice, (425)430-6510.
UBLICATION-DATE: September 28,1 998
ATE OF DECISION: September 22, 1998
IGNATURES:
I
�L`�— re" ?zz —78
egg Zimmerman,Ad inistrator DATE
epartment of Planning/Building/Public Works
- 9,........0_,D__ ,,,,, ......,- ,
p rd, Administ at r DATE
ommunity Services Department
V ' FE/45/71 ,
Lee Wheeler, ire Ch' f DAT
Renton Fire Departme / 1
DNSSIG.DOC
CITY OF RENTON
DETERMINATION OF NON-SIGNIFICANCE
ADVISORY NOTES
APPLICATION NUMBER: LUA-98-125,ECF
APPLICANT: Tosco Marketing Corporation
PROJECT NAME: BP Gas Station Tank Replacement •
DESCRIPTION OF PROPOSAL: The applicant seeks environmental review for
modifications to and existing gas station. Project includes the removal and replacement of
underground fuel storage tanks, concrete tank slab, underground product, vent, piping and fuel
dispensers. Three underground fuel storage tanks will be removed and two new 12,000 gallon,
10 foot diameter douible-walled fiberglass tanks will be installed. No modifications are proposod
to the existing canopy, building, or landscaping. The proposal includes the installation of"point
of sale" and intercom systems, as well as the repair of existing concrete and asphalt paving as
needed.
LOCATION OF PROPOSAL 2022 South Puget Drive
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, th y
are not subject to the appeal process for environmental determinations.
and
1. Separate plans and permits are required for tank removals n d replacements from Fire
Department.
. I
•
AFFIDAVIT OF PUBLICATION
Lori L. Furnish first duly sworn on oath states that he/she is the Legal Clerk of the -
SOUTH COUNTY JOURNAL r NOTICE OF ENVIRONMENTAL
600 S. Washington Avenue, Kent, Washington 98032 `.�ENTARR VIE C
g g ENVIRONMENTAL REVIEW COMMITTEE
RENTON,WASHINGTON
a dailynewspaper seven (7)times a week. Said newspaper is a le al Thehas Environmentalsued a e m n Committeeofo -
publishedg �(ERC) issued Determination of Non-
newspaper-of-general-publication-and-is-now and-has-been-for-more-than-six_months Significance for the following_project_under --
prior to the date of publication, referred to, printed and published in the English language I the authority of the.Renton Municipal
Code.
continually as a daily newspaper in Kent, King County, Washington. The South County BP GAS STATION TANK REPLACEMENT
Journal has been approved as a legal newspaper by order of the Superior Court of the ; LUA'98-125,ECF
State of Washington for KingCounty. Environmental review for modifications
g to an existing gas station. Location: 2022
The notice in the exact form attached, was published in the South County S.Puget Drive.
Journal (and not in supplemental form)which was regularly distributed to the subscribers Appeals of the environmental determina-
tion must be filed iri writing on or before
during the below stated period. The annexed notice, a 5:00 PM October 12, 1998.Appeals must
be filed in writing together with the required
BP Gas Station Tank Replacement $75.00 application fee with: Hearing
p Examiner, City of Renton, 1055 South_
I' Grady Way,,Renton,WA 98055.Appeals to'
as published on: 9/28/98 the Examiner are governed by City of
Renton Municipal Code Section 4-8-11B.
Additional information_regardingthe appeal
The full amount of the fee charged for said foregoing publication is the sum of$32.91 ; process may be obtained from the Renton
Legal Number 5220 City Clerk's Office,(425)430-6510.
Ruvbllis,�hed infthe South Gounty,Journal
•
• . LSepternbe,p2288f $.5220- „i--::*
Legal Clerk, ou h Coun y Journal
am ,1.
Subscribed and sworn before me on this i /`[[c/ d'ay of at- , 19q
„owl If/! \C✓ — Y,60,44q2._
Notary Public of the State of Washington
Q• c`' residing in Renton
®o_
uz- King County, Washington
ocp
.�;'•.? fj , 'Z�•'�'O�
/i'�,,'O�1.,IA s A ere`eye
NOTICE OF ENVIRONMENTAL DETERMINATION
ENVIRONMENTAL REVIEW COMMITTEE
RENTON, WASHINGTON
The Environmental Review Committee (ERC) has issued a Determination of Non-Significance for the
following project under the authority of the Renton Municipal Code.
BP GAS STATION TANK REPLACEMENT
LUA-98-125,ECF
Environmental review for modifications to an existing gas station. Location: 2022 S.
Puget Drive.
Appeals of the environmental determination must be filed in writing on or before 5:001 PM
October I12, 1998. 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 Iby City of Renton Municipal Code Section 4-8-11 B. Additional information
regarding the appeal process may be obtained from the Renton City Clerk's Office, (425)430-6510.
•
Publication Date: September 28, 1998
� I
Account No. 51067
I I
I i
dnspub
1. 1 _
!
STAFF City of Renton
REPO•RT; Department of Planning/Building/Public Works
ENVIRONMENTAL REVIEW COMMITTEE 1
1
A. BACKGROUND
ERC MEETING DATE September 22, 1998 I
I
Project Name BP Gas Station Tank Replacement
Applicant ! Tosco Marketing Corporation
File Number LUA-98-125, ECF
Project Manager Lesley Nishihira
Project Description The applicant seeks environmental review for modifications to an existing gas
station. Project includes the removal and replacement of underground fuel storage
tanks, concrete tank slab, underground product, vent, piping and fuel dispensers.
Three underground fuel storage tanks will be removed and two new 12,000 gallon, 10
foot diameter double-walled fiberglass tanks will be installed. No modifications are
proposed to the existing canopy, building, or landscaping. The proposal includes the
installation of"point of sale"and intercom systems, as well as the repair of existing
concrete and asphalt paving as needed. 1
1
Project Location 2022 South Puget Drive
Exist. Bldg. Area gsf 2,998 square feet Proposed New Bldg. Area gsf N/A
1
Site Area 32,067 square feet Total Building Area gsf N/A
RECOMMENDATION Staff Recommend that the Environmental Review Committee issue a Determination of
Non-Significance.
• '1,\TIP vi: . \c...'•,(4, \'/1"%1 ,— I
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I v" •\� PUDE1 DRIVE r.
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Project Location Map i` 'a:` ERCRPLDOC
1
City of Renton P/B/PWDepartment El, mental Review Committee Staff Report
BP GAS STATION TANK REPLACEMENT LUA-98-125,ECF
REPORT AND DECISION OFSEPTEMBER 22,1998 Page 2 of 3
B. RECOMMENDATION
Based:on analysis of probable impacts from the proposal,staff recommend that the Responsible Officials
make the following Environmental Determination:
DETERMINATION OF DETERMINATION OF
NON-SIGNIFICANCE NON-SIGNIFICANCE-MITIGAiTED.
XX Issue DNS with 14 day Appeal Period. Issue DNS-M with 14 day Appeal Period.
Issue DNS with 15 day Comment Period Issue DNS-M with 15 day Comment Period
with Concurrent 14 day Appeal Period. with Concurrent 14 day Appeal Period.
C. MITIGATION MEASURES
No mitigation measures are recommended.
Advisory Notes to Applicant:
The following notes are supplemental information provided in conjunction with the environmental,
determination. Because these notes are provided as information only, they are not subject to the appeal
process for environmental determinations.
1. Separate plans and permits are required for tank removals and replacements from Fire Department.
D. ENVIRONMENTAL IMPACTS
In compliance with RCW 43.21 C. 240, the following project environmental review address les only
those project impacts that are not adequately addressed under existing development standards and
environmental regul tions. .
Has the applicant adequately identified and addressed environmental impacts anticipated to occur in
conjunction with the proposed development?
1. Earth;
Impacts: All soils excavated fIom the site are to be tested and stockpiled on site until results are received as detailed
in the applicant's ConstructionlMitigation Plan. Excavated soils will be stockpiled on waterproof materials and
completely covered to prevent erosion. Contaminated soils and uncontaminated soils not suitable for backfill will be
immediately removed from the site. Uncontaminated soils suitable for use as backfill will be immediately re-used.
Approximately 30 cubic yards lof backfill are expected to be imported for the project and will be used immediately.
Mitigation Measures: No further mitigation is recommended.
Nexus: N/A
ERCRPT.DOC
•
• City of Renton PB/PWDepartment E�, ,?mental Review Committee Staff Report
BP GAS STATION TANK REPLACEMENT LUA-98-125,ECF
REPORT AND DECISION OFSEPTEMBER 22,1998 Page 3 of3
2. Water;
Impacts: The existing storm water system on site will be protected from all work related to the project. Upon
excavation, soils will be stockpiled on waterproof liners and will be completely covered and secured to pre lent rain
absorption. The applicant's Construction Mitigation Plan will serve to mitigate any potential impacts to ground,
surface, and storm water.
Mitigation Measures: No further mitigation is recommended.
Nexus: N/A
3. Environmental Health
Impacts: All soils excavated as a result of the project will be tested for contamination and if found,will be properly
disposed of at Ian approved offl•site location. Upon excavation, soils will be segregated into two stockpiles--one for
suspected contaminated soils and one for uncontaminated soils. Contaminated soils will be immediately removed
from the site and properly disposed of at an approved off-site location. Potential environmental health impacts may
result if contaminated soils are detected, however,these impacts will be mitigated by the Model Toxics Control Act
(MTCA).
Mitigation Measures: No further mitigation is recommended.
Nexus: N/A
E. COMMENTS OF REVIEWING DEPARTMENTS
The proposal,has been circulated to City Departmental/Divisional Reviewers for their review. Where
applicable, these commentshave been incorporated into the text of this report as Mitigation Measures and/or
Notes to Applicant
X Copies of all Review Comments are contained in the Official File.
Copies of all Review Comments are attached to this report.
Environmental Determination Appeal Process Appeals of the environmental determination must be
filed in writing on or before 5:00 PM October 12, 1998.
Appeals must;be filed in writing together with the required $75.00 application fee with: Hearing Examiner,City of
Renton, 1055South Grady Way, Renton, WA 98055. Appeals to the Examiner are governed by City of Fenton
Municipal Code Section 4-8-11 B. Additional information regarding the appeal process may be obtained from the
Renton City Clerk's Office, (425)430-6510.
' I
ERCRPT.DOC
•
KEY NOTES 0 INSTALLATION 0..19
n
RETAlLER
ITN]Ft•DY.REMOVED TO SALW.5 PERTOSCO IVARKETNG CO PAN; TRULT
t , « OBI ii°'Cxv ol>r a.5,55°.5 tPRAAVO2 aeow'.9 ANDDF w BOLLARDSMODIFIED xl occpdE FACEV°GL IxAnoa
]. GC GC DIA FIPEROLAss MOD.Plow WIN a DA SECONDARY CONTAMNENT PIP.SEE FWD TN.
wor ueD
• •- GC NEW CONCRETE TAW EXISTING CONCRETE PULLING SLAB SEE SIEE,>FWD TURN FDO
SOUTH PUGET _
_ DRIVE D OD UPO NOT
ID,W>ED
GC ATION I APPROVAl9 P I+SW PR RE+n%D MP�COwLIIi,TPLu+eIG,ETC. AIR EX,siIL
—- Ap>Am•IP CD.!AvPG r0 n°TON CENTER
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•OG EA. .TAP[ACP W°r G EL.CENTER 6.5 O ..VA X LE RLvr INFO N JOM>
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w ORVE SL°dSR NOTE.REPLACE ewers.CGNC.TE TANK SLAP AN ASPUALT PA M.
w :¢w ELICi, lIV LL NFW COAwT.RH NEw CONDUITS MOOrEO R WANE -
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sm 3.014 G L VENT RI CdxRuG WI ENT TO 12,p•ABovE MI.GRADE MI,-
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m RESPONSIBLE FCR NE CALIBRATION P ALL DISPENSERS As
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TMC GC IBE LASS e.T:S SEE SEE,yU TAN EMI FOR DETAILS
` .N.r I�eI1� �N1N� I I.
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0 `�j I L\ I 1; L CONTRACTOR TO PU 720.ALL LABOR P /WERALS/DILATED AS SUPPLIED Dv GC AID PERn,S TO PER..
V. O 00 •— © �� w■ CI T.GENERAL NOTES
hr:."LwD STOTEM ID,opeDDEmeLL�R°ACE"w°D�'� <s°A�° R:GaR`CONDITIONS i/ 1; '' LLe.errio°eCO,vi:n E:o"`n cAN°APD Esrlwu'AB°w'ONIa PROJECT.
PATrd rom6,.n-,]il r rS D,556.160,DR EL
i s+n+'se•w _J a ENE GC SMALL MdOVIDE rNM EXRrIG TTEL DMPENSERS MANPADiuRER MODEL IAMpER4,AND SERIAL Iu,pERS 10 PIE
I TOSCO M..TIG COnANT CONSTRUCTION MANAGER.BOOM AS POSSIBLE AFTER AWAIO P,US PROJECT CONTRACT.
+1'+0' A.GC ID RESPL'NODLE FOR ANY DAMAGE rABO.E OR EsELO11 GRADE,TO,IM eXISTNG FACILITY,DRIG C N>TBCTION
1'I W.R ANTY ALL O RA Arm MATERIAL FOR I YEAR ENESE PLANS ARE xxMATD Oar GENERAL OCOEE I>DEFINED,
` K4T TOO M.5.114S COMPANY RESEIRve>NE RGNT TO ALTER OR EXPA.TM SCOPE O vAM EUE TOSCO
1. GC WILL DIRER,ANT.,ENSIADDITIONAL WORE TNAT MAY BE PEW IRED. IF CONFLICT
UTILITIES°C I>RESPONSIBLE FOR PAC IMAKIG THE EXCAVATION AREAS AND LOCATING ANY ES RE-ROUTE ANT
li EXIST.IM.RaPm UTILITY LDMS AROane O T.VER C.ALL AND NEW PU!L SYS.0 EC I MEAT O EXISTS
COMPANY COAST 'am TION MI LAG'GR ALL I.w OAT.
INSTALLATIOI TO eE P°wEN ErwR RE NEMTTS GATOIOA NAG PETRI ALL
APPLICABLE GOVERNING CODES
e GC POLL COOONATE START UP P DI>FeNOER>BY WE.roI!QUM BY ne.A•D,.ELDER ROOT MVP.B.NAG Pun.
on EPAL CLEANUP DEEMS AND IAL NUT SAFE d A=NEMO.BASIS,NCUDIw ALL 5.1.540 PAVIG AND
d>DIL.
ANTIC TO BE CONPLETED Bi GC,ICLwIG NEw CR EXISRG NEL ISLAND FORTS MD COLLARD...
BENSON HIGHWAY DARK....��PANT.TO
COUPE. D.21 ENTRI>ER/5.5LIG.GRAY.NEWA0E ST..SPLL BUCKET MANN�E
COrERS Ar0 SIWL PLOW RIGS AS FOLCub L P PENRED,]MOGRADEAYUL,A valADEDRAIITE,A.O A.vAPOR.OtA•GE
ICTICNS ON TM>!PLANS PULL GE REPORTED TO THE AROUTECT ET'+EDATELT,GC SNALL vERVT EXACT
- L RVTOSCO MARKETING CONSTRICTION M.AGER
-- - 0 SCOPE
-6Ib FLAPPER CUECR DROP TUBE,CAP AND ADAPTER TE CONTRACTOR.ALL vERRi
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M EXIST.,DOOeNT PASEO DROP TEES TO MI Pu,P T.CONTRACTOR IS RESPONSSLE TO TRACK.1CN
STATIONS DROOP TEES/EFL ACTUALLY INSTALLED,P TN!OPw-650 IS NSTALED,B 15 TO CZ SET AT DSX P TANK.....
COLLARS USLL B FG E INSTALLED Bi A TANK MR'B FACTORY AU RE TNORIEED REPRESENTATIVE CONTRACTED
a DIRECTLY'TOMD IN T.CASE O¢RE TUE EXIST.TA145 TO BE RETROFITTED ARE Cued CORN G NE RGLASS/FLUID
CONTAIN/Prat 155 ON SNALI PROVIDE MEANS P NERD.T.TANK PER MGR.>PEOSICAT 5 PRIOR TO AND
GRAPHIC SCALE TOR RESPONSIBILITY TO COORDNATE THE ACTUAL DATE Aw TVT•a6ttOPCOLLART waii.LLATION
1 I MS,.FILL PE1u.r PP SPREADERS AND IKNOCOLLm.TO!E PERFCR•ED Y OD
APPRO.0 INSTALLER [adSPP-CODRACT°R TO ENE GENERAL CONTRACTOR SEE LIST P APPROVED NSTALLERS
l IN FEET I • KEY NOTES C. DEYOIR ON BY GF]ERAL CONTRACTOR IPIEMS.
11rce ET n PRODDED BY T 1C ALL BE NE BULL.P. TYPE AS YIO.W,d YEEr MIS PE CONTRACTOR
NE ON NULL MALE TALL vDISP.SERS INTERNAL APOR AND ELECTRICAL PENETRATIONS I nR.I.ULBRAvo DORN TO MEET PACT LSPECvE IFIC Snp
l REMO.FOIST.neon TO SALVAGE PER TOSCO MARKETING REDUREMENTS
-__ ____ __ -- CO.TRCTION MANAGER}IN>TRCTIOS -_ __— _ _ __
a. REMOVE PORTION P EXISTA]DOGBO E MEL ISLANDS RE V. r NS
I SITE PLAN API.NECESSARY TO INSTALL NEW DIEPENBER CONTANm T KBRAvOl PDXES TESTS TO BE PERFORMED BY GC X g,
"'r I ,Gp W]SDOGI Vim' '. _ ] PORTIONS CP EXIST.CONCRETE SLAeS AND*AULT L ALL TESTS ARE TO BE WITNESSED BY TOSCO pSUD em menu,.EXISTING uai.eGNIPrMNT,me �R OR�PROJECT R. MANAGER
Pq INSTALL I@w UST.eOUIrvI4NREMOK EXIST .GENE• S CONTRACTOR PlAL RITE>T COMPLETION
NEEWW n
G TEPLrov!EXISTING CD'1r_SLAG TO EXISTED BExtEnEs AS
Ec LoTAND PER LOCAL A - —
_. - EXPANSION OR CONSTRICTION AOwT a I.OIIRED n
• ORR CONNSIENOTONN JOINT.IN OF EXIST.
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7 D.PRESSURE DECAY PIPING LEGEND fP BDEATED) OLAReT"ENTTORSPB SITE PUN
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W' 7.NT PLANNIM
C Y of RENT
29 August, 1998, SEP 01 1999
Ms. Leslie Nishihirla, Project Manager
��
Development Services Div.
VED
City of Renton
Re. Project No. LUA-98-125,ECF
Dear Ms. Nishihira;
I am sending this letter, as you suggested, to voice my concerns
re. the above project and ensure that we are made a party of record.
As you will recall from our phone conversation, I have had a long
history of dealings with our neighbor, a succession of major oil
companies, the mPst recent BP. Unfortunately, none have been
pleasant or to our satisfaction.
Ever since the City Council overturned the Planning Commission
6 to 0 vote to refuse to change the zoning code from professional
office and allowed Mobil Oil to build a gas station on that site, we
have;had.nothing but trouble. Vehicles, even trucks, have had their
brakes fail allowing them to role down the slope of their parking lot,
over the bank and crash onto patient's ( even my ) cars. Trash of
every description; sold in their convenience store, has made Monday
morning cleanup a major project. A broken sprinkler allowing water
to run down our sidewalk was ignored for months until I finally got
theiriattention by pointing out that it would soon freeze and someone
was going to fall and probably get injured, likely suing BP for a bundle.
Onlyl that threat got their attention. When the City rendered the permit
for them to go ahead, it was stipulated that they would landscape and
attend the planted strip between our properties. That has never been
done, and it has continued to be an eye-sore and trash site all these
25 or so years.
These, and many other instances of failure on the part of the
gas stations to be a considerate neighbor, should help to explain my
dismay at the prospect of what amounts to the creation of a mini- pit
mine immediately adjacent to our office building.
Therefore, having been bushwhacked already to much, I am
requesting that all necessary precautions be taken to avoid physical
or esthetic damage to our office site by this project. Not one shovel
of dirt should be taken nor one gallon of gas pumped until a thorough
inspection including testing of water, gas, sprinklers, curbing,
prevention of water/ mud flow down sidewalks, repair/ renovation
of landscaping and general clean-up has been done to the satisfaction
•
of all parties.
I cannot help but think that at some point, even if honest effort
is made to prevent an unfortunate incident, one or more may occur.
' hop to make it plain, that I expect prompt corrective action and will
hold BP and the City accountable.
Please keep me informed as to the progress of this project, in
particular as to any agreements / disagreemehts on the part of BP re.
our concerns.
inyours
,
Sincerely
Thomas Maxwell, MD.
r" k• 1,7_-:usnr, ,,„:_____,,,
•c _ -v'\ ---- *I ,,-1.9TA-DO ' --
_Thomas-E.-Maxwell- 1 co Rii
23016 Pacific St ________.—
-Black Diamond,WA 98010 r j ,„
9 AUG
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•
1 -
1
' City of Renton Department of Planning/Building/Public Works - . _
ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET
REVIEWING DEPARTMENT: p�1Ge COMMENTS DUE: SEPTEMBER 1, 1998
APPLICATION NO: LUA-98-125,EOF DATE CIRCULATED: AUGUST 18, 1998
4PPLICANT: Tosco Marketing Corporation PROJECT MANAGER: LESLEY NISHIHIRA
PROJECT TITLE: BP Gas Station Tank Remediation WORK ORDER NO: 78422
VOCATION: 2022[South Puget Drive
SITE AREA: .73 acres I BUILDING AREA(gross): 2,998 sq.ft.
UMMARY OF PROPOSAL: The applicant seeks environmental review for modifications to an existing gas station. •
Project includes the removal and replacement of underground fuel storage tanks, concrete tank d slab underground
roduct, vent, piping and fuel dispensers. No modifications are proposed to the existing canopy, building, or
I nscaping.
I. ENVIRONMENTAL IMPACT(e�.g.Non-Code) COMMENTS
lement 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/Glam ,
Plants Recreation ,
LandlShorellne Use Utilities
Animals Transportation J
Environmental Health Public Services 1/
Energy/ Historic/Cultural
Natural Resources Preservation
Airport Environment
10,000 Feet
14,000 Feet
! /Zt //nal LUti a OTL pc6ice (IU(, -
POLICY-RELATED COMMENTS
. 1
0. CODE-RELATED COMMENTS'I
•
We have reviewed this application with particular attention to those areas In which we have expertise and have identified areas of probable impact or areas
where additional Information is needed to properly assess this proposal.
I,
...(ziri,)")
Sign ure of rector Authorized Representative Date
Dp/APP.DOC Rev.10/93
I City of Renton Department of Planning/Building/Publ c'Works , . . ,
ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET
R (aIEVIEWING DEPARTMENT:
COMMENTS DUE: SEPTEMBER 1, 1998
APPLICATION NO LUA-98-125,ECF DATE CIRCULATED: AUGUST 18, 1998 ,
APPLICANT: Tosco Marketing Corporation PROJECT MANAGER: LESLEY NISHIHIRA ,•
PROJECT TITLE: IBP Gas Station Tank Remediation WORK ORDER NO: 78422
L DCATI ON: 2022 South Puget Drive
SIJTE AREA: .73 acres I BUILDING AREA(gross): 2,998 sq.ft.
4I
SUMMARY OF PROPOSAL: The ai:plicant seeks environmental review for modifications to an existing gas station.
Project includes the removal and replacement of underground fuel storage tanks, concrete tank slab underground
product, vent, piping and fuel dispensers. No modifications are proposed to the existing canopy, building, or'
landscaping.
A. ENVIRONMENTAL IMPACT(erg.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 —
Alr Aesthetics _ _
Water LighVGlare
Plants Recreation
Land/Shoreline Use Utilities
Animals Transportation
Environmental Health Public Services
Energy/ Historic/Cultural
Natural Resources Preservation
Airport Environment
10,000 Feet
14,000 Feet
C(7/_J2 - n, c'� .----(r) / Wô ,
.
BI. POLICY-RELATED COMMENTS
,67(VM— i i i)0. V22 7)6) -( *X-- /-0 >' :i Z)40-7
CODE-RELATED COMMENTS
1 P/ __.ai.J2_ ,?- (-)r/ 10 & 1
ve have reviewed this application with parpcular attention to those areas in which we have expertise and have identified areas of probabl�impact or areas
herea d''onal informatio needed f I petty assess this proposal.
Signature of Director or uth nz d e resents ive D
DEVAPP.DOC 1
Rev.10193
City of Renton Department of Planning/Building/Public Works
ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET
I EVIEWING DEPARTMENT: ECOhCw►�� DelieIopee OMMENTS DUE: SEPTEMBER 1, 1998
I
PPLICATION Nd: LUA-98-125,ECF DATE CIRCULATED: AUGUST 18, 1998
A PLICANT: Tosco Marketing Corporation PROJECT MANAGER: LESLEY NISHIHIRA
PROJECT TITLE: IBP Gas Station Tank Remediation WORK ORDER NO: 78422
LOCATION: 2022;South Puget Drive
SITE AREA: .73 acres I BUILDING AREA(gross): 2,998 sq.ft.
SUMMARY OF PROPOSAL: The applicant seeks environmental review for modifications to an existing gas station.
Plroject includes the removal and replacement of underground fuel storage tanks, concrete tank slab underground
product, vent, piping and fuel dispensers. No modifications are proposed to the existing canopy, building, or
landscaping.
ENVIRONMENTAL IMPACT(el,g.Non-Code) COMMENTS
cement of the Probable Probable More Element of the Probable Probable More
environment Minor I Major Information Environment Minor Major Information
Impacts i Impacts Necessary Impacts Impacts Necessary
Earth Housing
Air Aesthetics
Water i Light/Glare
Plants Recreation
Land/Shoreline Use i Utilities
Animals Transportation
Environmental Health I Public Services
Nnergy/ Historic/Cultural
atural Resources I Preservation
Airport Environment
10,000 Feet
14,000 Feet
B. POLICY-RELATED COMMENTS
)5S0
. CODE-RELATED COMMENTS
•
II
t/e have reviewed this application with particular attention to those areas In which we have expertise and have identified areas of probable Impact or areas
here additional information is needed to properly assess this proposal.
Signature o •iirector or honied Representative Date
6EVAPP.D0 I Rev.1093
I
City of Renton Department of Planning/Building/Public Works
ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET
REVIEWING DEPARTMENT:Gchd'vuchavt sewICtS COMMENTS DUE: SEPTEMBER 1, 1998
1
APPLICATION NO: LUA-98-125,ECF DATE CIRCULATED: AUGUST 18, 1998
APPLICANT: Tosco Marketing Corporation PROJECT MANAGER: LESLEY t l-1ORA
POJECT TITLE: BP; Gas Station Tank Remediation WORK ORDER NO: 78422 fse�IEiV
�� i,®� 0A,
L�JCATION: 2022'South Puget Drive 61 , ,
SITE AREA: .73 acres I BUILDING AREA(gross q.ft. tl 7998
SUMMARY OF PROPOSAL:The applicant seeks environmental review for modifications to an ei°'; !as station.
Project includes the removal and Ireplacement of underground fuel storage tanks, concrete tank sla. ...L•icground
product, vent, piping and fuel dispensers. No modifications are proposed to the existing canopy, building',�r
landscaping.
A. ENVIRONMENTAL IMPACT(elg.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
:rater
Aesthetics
Light/Giam
plants Recreation
and/Shoreline Use Utilities
Animals Transportation
Environmental Health Public Services
nergy/ Historic./Culturalatural Resources Preservation
Airport Environment
10,000 Feet
14,000 Feet
a. POLICY-RELATED COMMENTS
Nd
/11(F;
C. CODE-RELATED COMMENTS
, M0A/Z 1
We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas
where additio ' formation is needed to properly ess this proposal. //�/�1/� 2
./ /ram /
ign re of Director or A prized Representative Date
D APP.DOC Rev.ardi
City of Renton Department of Planning/Building/Public Works - - , -
ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET
4VIEWING DEPARTMENT: Flue. rr �-�.t�e1 COMMENTS DUE: SEPTEMBER 1, 1998
1
APPLICATION NO: LUA-98-125,ECIF DATE CIRCULATED: AUGUST 1$ R9 ilf�1 i _ - I
APPLICANT: Tosco Marketing Corporation PROJECT MANAGER: LESLEY NI FI I1RAVFnl-l+l�,l pi IRF�IU
PROJECT TITLE: BP Gas Station Tank Remediation WORK ORDER NO: 78422 AUG 1
et
L�DCATION: 20221South Puget Drive � �
SITE AREA: .73 acres I BUILDING AREA(gross): 2,998 sq".ft`. U I P r)
S MMARY OF PROPOSAL: The applicant seeks environmental review for modifications to an existing gas station.
Project includes the removal and replacement of underground fuel storage tanks, concrete tank slab underground
product, vent, piping and fuel dispensers. No modifications are proposed to the existing canopy, building, or
landscaping.
. ENVIRONMENTAL IMPACT(erg.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 I
Air Aesthetics
Water LIghVGlare I
Plants 1 Recreation I _
Land/Shoreline Use , Utilities
Animals I Transportation _ _ _ _ __ _
Environmental Health , Public Services
Energy/ Historic./Cultural
Natural Resources Preservation
Airport Environment
10,000 Feet
rr II 14,000 Feet r
/ i Af/ ^or f ae'/6 kVe/J
•
lit
POLICY-REGATED COMMENTS
C. CODE-RELAW COMMENTS
II
✓�
�c? !t°h 2 �G�sls' dst�fetad/L� f� G1/ C'i "C�/' . G(i2��.
kritetot/6/21 'Le Aft ea/ 5 ekom
We have reviewpd this application with pa I-k- Lbeft ,
4icular attention to those areas in which we have expertise and have identified areas of probable impact or areas
where additions nformation is needed to pi ope ssess this proposal.
4 6' 07 9 r
Signatire q 'rector or Authorize Represen tive Date
DEVAPP..QpC Rev.10f93
City of Renton Department of Planning/Building/Public Works
ENVIRONMENTAL 8 DEVELOPMENT APPLICATION REVIEW SHEET
AEVIEWING DEPARTMENT: PkaV1 Re‘lie V- wiser COMMENTS DUE: SEPTEMBER 1, 1998
PPLICATION NO: LUA-98-125,ECF DATE CIRCULATED: AUGUST 18, 1998
1PPLICANT: Tosco Marketing Corporation PROJECT MANAGER: LESLEY NISHIHIRA O
PROJECT TITLE: ,BP Gas Station Tank Remediation WORK ORDER NO: 78422t o a
LbCATION: 2022'South Puget Drive 0 7
SITE AREA: .73 acres I BUILDING AREA(gross): 2,998 sq.ft It It,
SUMMARY OF PROPOSAL: The applicant seeks environmental review for modifications to an exist' ,it gas,- tion.
Project includes the removal and,replacement of underground fuel storage tanks, concrete tank sla•,. nd-_ins ound
product, vent, piping and fuel dispensers. No modifications are proposed to the existing canopy, bui. g, or
landscaping.
A. ENVIRONMENTAL IMPACT(elg.Non-Code) COMMENTS
I
Iement of the 1 Probable Probable More Element of the Probable Probable More
nvironment Minor Major Information Environment Minor Major Information
Impacts Impacts Necessary Impacts Impacts Necessary
arth Housing
Air Aesthetics
Water Light/Glare
plants Recreation
Land/Shoreline Use ; Utilities
nimals Transportation
nvironmental Health Public Services
nergy/ I Historic/Cultural
Natural Resources Preservation
Airport Environment
10,000 Feet
' 14,000 Feet
li
. POLICY-RELATED COMMENTS
1. CODE-RELATED COMMENTS II
N0O G no IAVAA1I •
V4e 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.
1 0 /' 4
1 ho A ?
Signature of Director or Authorized Representative Date
DEVAPP.DOC Rev.10/93
I
I I
City of Renton Department of Planning/Building/Public Works . . -
ENVIRONMENTAL &. DEVELOPMENT APPLICATION REVIEW (SHEET
j
EVIEWING DEPARTMENT:
Su,vfacel Wustewalr' COMMENTS DUE: SEPTEMBER 1, 1998
APPLICATION NO: LUA-98-125;ECF DATE CIRCULATED: AUGUST 18, 1998
PPPLICANT: Tosco Marketing Corporation PROJECT MANAGER: LESLEY NISHIgRA 1
PROJECT TITLE: !BP Gas Station Tank Remediation WORK ORDER NO: 78422 ,��'O�
LQCATION: 2022 South Puget Drive '& ��-E
SMITE AREA: .73 acres I BUILDING AREA(gross): 2,J sq.ft. ' 9 �''
SUMMARYI OF PROPOSAL:The applicant•seeks environmental review for modifications to n'istmng g�f�r taiion.
roject includes the removal and replacement of underground fuel storage tanks, concrete tank SlA, undderg;round
p oduct, vent, piping and fuel dispensers. No modifications are proposed to the existing canopy, bff j , or
landscaping. I 1 4.
,fy1l ENVIRONMENTAL IMPACT(elg.Non-Code)COMMENTS
Element of the r Probable Probable More Element of the Probable Probable More
Environment i Minor Major Information Environment Minor Major Information
Impacts Impacts Necessary Impacts Impacts Necessary
Earth Housing
Air Aesthetics
,Hater 1 Light/Glare
Plants 1Recreation
"and/Shoreline Use : Utilities
Animals. Transportation
Environmental Health Public Services
Energy/ Historic/Cultural
ilatural Resources Preservation
Airport Environment
10,000 Feet
14,000 Feet
• 1
k 1
POLICY-RELATED COMMENTS
•
C. CODE-RELATED COMMENTS
Nor c,0 vienA4A ,
Vile 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 inI.
fo atio is needed to properly assess this proposal.
( / 3jzo/g
"vV
Signature of Director or Authorized Representative Date
DEVAPP.DOC Rev.10193
I
1
City of Renton Department of Planning/Building/Public Works - -
ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET
11
EVIEWING DEPARTMENT:IvoJIA Pbi6-h COMMENTS DUE: SEPTEMBER 1, 1998
APPLICATION NO: LUA-98-125,ECIF DATE CIRCULATED: AUGUST 18, 1998
APPLICANT: Tosco Marketing Corporation PROJECT MANAGER: LESLEY NISHIHIRA
PROJECT TITLE: ;BP Gas Station Tank Remediation WORK ORDER NO: 78422
e1
L CATION: 2022South Puget Drive " Qr
ITE AREA: .73 acres I BUILDING AREA(gross): 2,998 s
Q.
SUMMARY OF PROPOSAL: The applicant seeks environmental review for modifications to an exist gas t: ion'.'
project includes the removal and]replacement of underground fuel storage tanks, concrete tank sla nde A P.und
pproduct, vent, piping and fuel dispensers. No modifications are proposed to the existing canopy, bui t dg, o ""
!duct,
(.5.
ENVIRONMENTAL IMPACT(e�.g.Non-Code) COMMENTS 02„,
Probable More Element of the Probable Probable More
/ement of the Probable
gnvlronment Minor Major Information Environment Minor Major Information
Impacts Impacts Necessary Impacts Impacts Necessary
,Earth Housing
lr Aesthetics
Water Light/Glare
Plants Recreation
�and/Shoreline Use Utilities
nlrnals Transportation
Environmental Health Public Services
Energy/ Historic/Cultural
Natural Resources Preservation
Airport Environment
10,000 Feet
14,000 Feet •
,
A. POLICY-RELATED COMMENTS
C. CODE-RELATED COMMENTS
l)0 L0vt4til evd-
t/e have reviewed this application with pa cular 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.
Aid Gva gbohg
ignature of Director or Authorized Representative Date
9EVAPP.DOC Rev.10/93
•
' I
:.• ,.::�:•:;:>:TON'>' «< > >? '<< :�< »< >>> > '< �'�>»» �>»<»»< €> >'<>
�< ;''I7Y.0 ...FiEN...
JII
::.:........................:.:..::::::::::::::::.�::::.:::::::::::::::.:::...�.E'UELQPM ..T.,:.SE.:.::.GES:DI.V.::..:...:.N....:......:.......:....................................:.::.::::::::::::::.::::.
Ego
LIST :.:: SURROUNDING���f'R:OPE R�' O.. ...... .W N R ............
'• :�.';f'�•�'�`°<5ub e.Ct:::51te'i�?>E::E•'?:::i: :%;:?::?:>_::::':;:#:::;:<?E:?i:`':::::•`:z:::::::::;: ;:;:;:;:::;:;
PROJECT NAME: 6P l�l'Po -51 fl DO Ta & Revnnovat
APPLICATION NO: Li 8. IZ..S ECr
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
1
�� •
uJ
•
•
.
V•
(Attach additional sheets, if necessaryy) .
.y - .
I
(Continued)
I
NAME ADDRESS ASSESSOR'S PARCEL
NUMBER
1
1
j Applicant Certification
I, .,Act AGE:-A — , hereby certify that the above list(s) of adjacent property
(Print Name) 1
owners and their addresses were obtained from:
0 City of Renton Technical Services Records
0 Title Company Records
Icing County Assessors Records
n
SSigned Date 45/q(Applicant) ,<.�.�\‘
—y •CALN�‘‘Al
T-QQ:••sioti �
ATTESTED: Subscribed andlswpwlaVore me,, .blota'fy Public, in and for the State of Washington,
residing at /14.o42wC / f 41 : NO&Viife�a day of ie te../.44 i , 19 crR
Signed ' (,t,• PUBLIC • S
(Notary Publihi) • . 2 6-0.••c %
1'e��F wA4;11—
C ..of.R n:.::::............................................... .... tV a ton;::Use:;.;:.:::.:::.::::::<::::::»o::::>::::::::::::::::»:;::;:.;:.>;:>;»<>;»>::::>::>:<::::<::::<:»;::::. ::: ::<:
I.geERTI;s:<::: OMALINN < 'i::Iii glia '» '::.i.M>.'<<'' ">€:> €'> : nim
'`.
R �. t �•e, hereby certify that notices of the proposed application were mailed to €»»>.
iiiM
::ap.gt.lsted.;ptgparty owner o. . # .:t$::.i:<:::.::.:.:.;;:.:;:.;:.;: :.:.;>;:.:;:.;:.;;;:.; .;:>:.;::
N `:> .. <r '' ... .:....s' > ``:'>......>:............ .................;..........''
TTEa scrlbec and sworn before me, a Notary Public, In nd for the State of.Washin ton
res d
.................
............................ ...:,:,:,:. :.: ::. ::::.:
,
listprop.doc
REVo'/95 MARILYN KAMCHEFF
COMMISSION EXPIRES 6/29/99 2
I j * BATCH NUMBER: ND II COMMENTS ,
'.ti CUSTdME- -'AME ARCHITEKTON i
. , Y , .il * 1 ij
:2-44VV*01044,:ty i[3d O ti a+:;'L'y<'.<:t.:'L':'1.'i''4:14i:: . cif- f.`Y,< t afsa,<Ml,<ft S S S,'a,<0-M < $'0 0 in ft St S ,S f S>:,S r.t 0 i
,.' 20230519071-09 i"j 202305-9071-09
PUGET SOUND ENERGY/GAS 7N0044 h PUGET .SOUND ENERGY/GAS 7N0044
PROPERTY TAX DEPT !, ' PROPERTY TAX DEPT
P❑ BOX 90868 ! Hi PO BOX 90868
BELLEVUE WA 98009 1,' I BELLEVUE WA 98009
20230519126-04 ; j .202305-9126-04 .
• MAGI MARTIN 650968 li MAGI MARTIN 650988
• MAXWELL THOMAS I MAXWELL THOMAS
33015 PACIFIC ST I ' 33015 PACIFIC ST
• BLACK DIAMOND WA 98010 I ; BLACK DIAMOND WA 98010
r, - ....
202305i9127-03 I' I 202305-9127-03
BRANTON LEO JR+GERALDINE .619999 ; i BRANTON LEO JR+GERALDINE 819999
1818 WELLINGTON RD - ` I 1818 WELLINGTON RD
LOS .ANGELES CA 90019 l -- LOS -ANGELES CA 90019
79135-03 I` '1 202305
1 hi 202305-9135-03
ENTERPRISE LEASING CO 651645 ;I ENTERPRISE LEASING CO ' 651645
PO BOX 58069 PO BOX 58069
RENTON WA 98058 h RENTON WA 98058
il
' 33767570010-08 I ! 337675-0010-08 --
SIMPSON HOUSING LP 879999 SIMPSON HOUSING LP 879999
3201I5 TAMARAC DR ;,200 i.; 3201 S. TAMARAC DR 0200
DENVER CO 80231 F . DENVER..CO 80231
i. I
8 !Sti;#?# ,r g?'a#?s f'•? i• i3tifihiig?H?'. iiiir-; 337675 7 0020-06 ; 337675-0020-06
CHANG TINA 829999 i CHANG TINA 829999
1 8435I135TH.AVE SE H 8435 135TH AVE SE
NEWCASTLE WA 98059 NEWCASTLE WA 98059
1
� " 337675�0030-04 .337675-0030-04
- i GREAT WEST MANAGEMENT C REA869999 Al GREAT-WEST MANAGEMENT .0 REA869999
32011S TAMARAC DR 02A0 II '3201 S TAMARAC DR ;.200,
DENVER CO 80231 1 DENVER CO 80231
' 337675-0040-02 337675-0040-02
1 . ; SIMPSON HOUSING LP ' 879999 SIMPSON HOUSING LP 879999
• - 3201- S TAMARAC RD ;:200 • 3201 S TAMARAC RD 0200
a DENVER CC 80231 DENVER CO 80231
•
•
;
•
, I • • .
•
1 . •
•
• A ,
•
.•.•.. ....__- ..m✓ascw-ate_ .—_
•
3371675-0050-09 ; i a17A75-005C-09
S' SIM t HOUSING LP 879999 MPSON HOUSING LP 879999
320 TAMARAC DR 0200 • i,‘i _ ::01 S TAMARAC OR 0200
DIENVER CO 80231 ' 1 DENVER CO 80231
337675-0060-07 �.� .337675-0060-07 '
-'I SIMPSON HOUSING LP 879999 SIMPSON HOUSING LP 879999
i Y 34201 S TAMARAC RD 0200 3201 S TAMARAC RD 0200
DENVER CO 80231 .. DENVER CO 80231 i
• " ' .. ' "' `'' i 337675-0070-05 II 337675-0070-05
SIMPSON HOUSING LP . 879999 Ij SIMPSON HOUSING LP 879999 i
3201 S TAMARAC DR 0200 1 ! '3201 S TAMARAC DR 0200 I
DENVER CO 80231 i DENVER CO 80231
337675-0080-03 ! 337675-0080-03
SIMPSON HOUSING LP 879999 f ; 'SIMPSON HOUSING LP 879999
3201 S TAMARAC RD 0200 II 3201 S TAMARAC RD 0200
•
• DENVER CO 80231 ! i DENVER CO 80231
337675-0090-01 i ; 337675-0090-01 !i
HILLSIDE VILLAGE 5N0986 I ' 'HILLSIDE VILLAGE 5N0986
• C/O. MANAGERS OFFICE 'C/0 MANAGERS OFFICE 7
2223 BENSON RD S I 2223 BENSON RD S •
RENTON WA 98055 RENTON WA 98055
; j 337675-0100-09 337675-0100-09
SIMPSON HOUSING'LP 879999 • i ; -- 'SIMPSON HOUSING LP 879999
j 3201 'S TAMARAC RD •;,200 . f I 3201. S TAMARAC RD 0200 1
DENVER CO 80231 DENVER CO 80231
-
337675-0110-07 337675-0110-07
• . . SIMPSON HOUSING LP 879999 SIMPSON.HOUSING LP 879999 '
3201 S TAMARAC DR 0200 3201 S TAMARAC OR 4200 i'
-, i DENVER -CO 80231- ' ' DENVER CO 80231
337675-0120-05 337675-0120-05
- j . SIMPSON HOUSING LP 879999 ' ; SIMPSON HOUSING LP . 879999
! .3201 S-TAMARAC RD 0200 'II 3201 .S.TAMARAC RD 020 I
-H OENVER.CO - 80231 • i DENVER•C0 ' 80231
•
337675-0130-03 337675-0130-03
GREAT:WEST MANAGEMENT-&-REA869999 GREAT WEST MANAGEMENT 6 REA869999
3201 S TAMARAC DR 0200- I ! .3201 S :TAMARAC DR 0200
. DENVER CO 80231 i ' DENVER CO 80231 i
: 337675-0140-01. li -337675-0140-01
IMPSON HOUSING LTD PTNRSHP879999 I SIMPSON HOUSING LTD PTNRSHP'879999
• 3201 S TAMARAC DR 0200 ii 3201 S TAMARAC DR 0200
- - DENVER •
CO 80231 . DENVER CO 80231
! 1
•
---
•
- i 337675-0150-08 i ! 337675-0150-08 . I
SIMPSON HOUSING LP 879999 ! SIMPSON HOUSING LP 879999
. • • 3201 S TAMARAC RD ;:200 3201 5-TAMARAC RD 0200
r ; DENVER CO 80231 .DENVER CO 80231 i
_-.::— - -__I_—
.. . .. .. .. .... . . . .. _1 �
I--: 337675-0160-06 !- 337675-0160-06 .
SIMPSON HOUSING LP 879999 •SIMPSON HOUSING LP 879999
. i•
3201 .STAMARAC RD 4200 '3201 S TAMARAC'. RD 0200
--- DENVER -CO 80231, DENVER CO • 80231
. . .
. 1
. 337675-0170-04 .,
75-0170-04
SIM I HOUSING LP 879999 ' ' MPSON HOUSING LP 879999
. • 320 TAMARAC RD V200 ! i ,.01 S TAMARAC RD f200
DENVER CO 80231 DENVER CO . ,
80231
• i •
. • . 1 3 i_____._..... .... ..... ___._ .. . .
•
• . • ...
. . .. , . . - . . . .
. . • _... •
• . r--• 3371675-0180-02 . 337675-0180-02 .. •
• HILLSIDE VILLAGE 5N0986 HILLSIDE VILLAGE 5N0986
C/O MANAGERS OFFICE LI C/O MANAGERS OFFICE '
•
. . . .
' - 2223 BENSON RD S 11 2223 BENSON RD S
. . RENTON WA 98055 II RENTON .WA 98055
_ ..... , .....„.._......•. .• ••
i
337675-0190-00 • 1f 337675-0190-00
GREAT WEST MANAGEMENT E REA869999 i GREAT:WEST MANAGEMENT '& REA869999
. 3201. S TAMARAC ST V200 iI .3201 S TAMARAC ST V200
• •. '
,
• ,
-j DENVER CO 80231 i DENVER CO 80231
• '
• ! I
337675-0200-08 q 337675-0200-08 .
• ; SIMPSON HOUSING LP 879999 I) SIMPSON HOUSING LP e79999.
. i 3201 S TAMARAC RD V200 3201 S TAMARAC RD V200
1• - ' DENVER CO 80231 DENVER CO 80231
337675-0210-06 1. -337675-0210-06
GREAT-WEST MANAGEMENT & REA869999 ' GREAT WEST MANAGEMENT E REA869999
!3201 S TAMARAC DR V200 II 3201 S TAMARAC DR V200
• _ DENVER CO 80231 II DENVER CO 80231
._.11 - • .-
•. r---
- : 337675-0220-04 • t 337675-0220-04
-- ! SIMPSON HOUSING LP 879999 1 SIMPSON HOUSING LP 879999
- : 3201 S TAMARAC RD V200 II C 3201S TAMARAC RD V200
I
. DENVER CO 80231 i i . DENVER CO 80231
• . i I
•
•
•
malm:.-00,,OmOt000100NOWIP ' 33775-0230-02 i ' 337675-0230-02
• GREAT WESTERN HANAGEMENT&AR869999' ii GREAT.WESTERN MANAGEMENTS R869999 - •
,.-
3201 S TAMARAC DR V200 il 3201 S TAMARAC DR V200
. .
• . ' . .
• DENVER CO 80231 1 DENVER CO ' - 80231
•
,
t--- . •
. _.. . .
,
• ' ' 337675-0240-00 11 337675-0240-00
•
• : 1 -:: -,.- ': SIMPSON HOUSING LP '879999 [ 'SIMPSON HOUSING LP 879999
' '. • ' i 3201 S TAMARAC RD V200 1 :3201 S ,TAMARAC RD V200
- : DENVER CO 80231 ; IlENVER CO 80231
. . .
: . .
. ......__ . ___ • _ .
• .
. .
3376175-0250-07 337675-0250-07
• ' . SIMPSON HOUSING LP 879999 1 SIMPSON HOUSING LP 879999
•
3201 S .TAMARAC RD V200 3201S TAMARAC RD.V200 ,
, • .
1 - DENVER CO 80231 1 DENVER.00 , 80231
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• • 3201 S TAMARAC RD V200 1 , 3201 S TAMARAC RD V200
DENVER CO 80231 11 DENVER CO 80231
..
I 1 ,
• I
.. .. .. ... . .
. -. .
• ' 337675-0270-03 337675-0270-03
•
, SIMPSON HOUSING LP 879999 ':' SIMPSON HOUSING LP 879999
. 3201 S TAMARAC RD 0200 1 .320.1 S TAMARAC RD 0200
DENVER CO 80231 : -DENVER CO ,
80231
. •
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, 1. --1 337675-0280-01 . . 1;.. 3376750280-01 :
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• SIMPSON HOUSING LP 879999 v:' '' 'SIMPSON HOUSING LP 1 879999 3201 S TAMARAC RD t200
.. .3201• S.TAMARAC RD 0200 1,
• 1 .
DENVER CO. 80231 .ONVER CO 80231... I .
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• , SIMPSON HOUSING LP 879999 .!•': SIMPSON HOUSING LP I 879999
•
_ .
• - _ • • i 3201 S TAMARAC RD V200 IA!!, 3201 S TAMARAC ,RD O200
. .
. ' DENVER CO 80231 DENVER CO . 80231
. '
. . ...._,.... .,.-„•,,,.7 •- ••- -
337'675-0300-07 L 337675-0300-07 '
• . SIMPSON HOUSING LP 879999 11, SIMPSON HOUSING LP , 879999
• 3201 S TAMARAC RD g200 K 3201' S TAMARAC RD V200
DENVER CO e0231 f DENVER CO 1
80231
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. ,. _.... ...
- .
.
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. 337675-0310-05 ', 337675-0310-05
•
•
. • . SIMPSON HOUSING LP 879999 '• . SIMPSON HOUSING LP 879999
3201 S TAMARAC RD (200 :i: :3201S TAMARAC RD t200
• dENVER CO 80231 H. DENVER CO 80231
• . ..... -
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337675-0320-03 I:, 337675-0320-03
•. SIMPSON HOUSING LTD PTNRSHP879999 I-• SIMPSON HOUSING LTD PTNRSHP879999
3201 S TAMARAC DR V200 I.: 3201 S TAMARAC DR V200
1
DENVER CC 80231 LI DENVER CO 80231
. .
. .
337675-0330-01 II 337675-0330-01
SIMPSON HOUSING LP 879999 pi SIMPSON HOUSING LP ! 879999
3201 S TAMARAC RD 4200 1.1 3201' S TAMARAC RD V200
' DENVER CO 80231 DENVER CO ' • 80231
I • ,
.
,
. . -
.. . 337675-0340-09 - 337675-0340-09 •
SIMPSON HOUSING LP 879999 ; SIMPSON HOUSING•LP 1 879999
,
-
,
. 3201 S TAMARAC RD O200 ' 3201 S TAMARAC RD v2op
.
. . ....,..:,.. •. .. • . . • .. . • ,
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. _ , ; •
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, .. r . .. . . . . • I 813520-0010-05 .. 813520-0010-05
. ,
' . ' : -. . • . . • 1 BRAGG •JOHNNIE 8 II+LISA C '709999 ; 'BRAGG.JOHNNIE B II+LISA C •709999
• 1 1319 S PUGET OR OD 11 • ' ' '1319 S PUGET OR VD 11
. 1 .
. 1• ' RENTON WA 98055 1 RENTON WA ' , 98055 .
,
; . __ _ . ___.;. I'I.,. -- • 1'I.:-' ; .r' -'-• _
. 813520-0020-03 • 813520-0020-03
. ' ERICKSON BARBARA .J 2N9999 ERICKSON BARBARA• J 2N9999
..
.. . . • - ! 1319 S PUGET DR VD-12 1319 S PUGET DR VD-1
: 1
: RENTON WA 98055 RENTON WA 98055
. . , .
. ' I•
_.
' 013520-0030-01 . 813520-0030-01
.
. , - HAJ ISSAM Y & DONNA R , 463319 HAJ.ISSAM.Y 6 DONNA ' 463319
,
'''--• : 11650 102ND PL .NE.1. • 11650 102NO.P1 NE.,'•#] '': ; • l''' - I' - . ' 1 .
• ' KIRKLAND WA 98055 • KIRKLAND WA 98055
. , ..
. .
. , - 813520-0040-09 i 813520-0040-09
. . .
,
. - ! ; HURDLE ELEANOR S 739999 ' -HURDLE ELEANOR S 739999
.
•
•• . • . - 1319 S PUGET OR VD-14 ! 1319 S PUGET DR VD-14
, 1
. .
. • ' RENTON WA 98055 . RENTON WA 98055
•
813520-0050-06 813520-0050-06
. .
MYERS RICHARD D 063437 ' MYERS RICHARD 0 063437
•
' • 7520_ '31ST AVE NW : 7520 31ST-AVE NW
• '
• - , SBATTLE WA '98117 . SEATTLE WA , 98117
. .
I ,-- -"F'-----813520- ,0060-04 ,, 813520-0060-04
.
OENSEN\ -..EINAR A+KIMBERLY A 569999 -1 .JENSEN. EINAR A+KIMBERLY A 569999
1301 S PUGET DR tD-16 Li 1301 S PUGET DR OD-1
. . .
• RENTON WA 98055 t.'; RENTON WA 98055
. .
. r
813520- D-02 0 81 1-0070-02
HAXTC ENNETH R 740150 1, '0N KENNETH R 740150
1319 S PUGET DR VD-17 k.`rr , 1319 S PUGET OR VD-17
• , '.' RENTON WA 98055 l,.;, RENTON WA 94055
,
•
• ' 813520-0080-00 11 813520-0080-00
ANDREAS SHARON A 559999 F. ANDREAS SHARON .A 559999
• • 13119 S PUGET DR VO-18 1319 S PUGET DR ;.D-18
I• RENTON WA 98055 RENTON WA 9E055
I
8135120-0090-08 L 81320-0090-08
TEMPLORA ELMO 8 142984 F : TEMPLORA ELMO 8 142984
. 1 45119 NE 18TH ST }.; 4519 NE 18TH 'ST _.
RENTON WA 98059 r RENTON. WA 98059
• 813520-0100-06 • L 813520-0100-06
• LOWE ROSLYN LAFAYE 409999 '.1 'LOWE ROSLYN -LAFAYE - 409999
• 1319 S PUGET DR V022 r 1319 S PUGET DR 0022
REINTON WA ' . 98055 • r;;• • RENTON WA 98055
1 813520-0110-04 . 813520-0110-04
HULLETT CYNTHIA L 669999 HULLETT:CYNTHIA L 669999
' ' 1319 S PUGET DR r ! 1319 S PUGET DR
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RENTON WA 98055 - RENTON WA 98055
•
•
813520-0120-02 I, 813520-0120-02
•
BEER ROSEMARY J 809999 , . BEER ROSEMARY J 809999
1319 SOUTH PUGET DRIVE i 1319 SOUTH .PUGET DRIVE
•
RENTON WA 96058 RENTON WA 98058
H 813520-0130-00 {,I 813520-0130-00
MURRAY.MICHAEL E 829999 �'• MURRAY MICHAEL E 829999
801 N 31ST ST. .1 ` 801 N. 31ST 'ST
RENTON•WA 98056 ' RENTON WA 98056
•
I
• . 813520-0140-08 813520-0140-08
I KUSHAN.RAFI A 409999 KUSHAN .RAFI:A ' 409999
i 1319 S PUGET DR 00-26 I .1319 S.PUGET OR 0D-26 •
RENTON WA' RENTON WA , 98056
98056
813520-0150-05 •1 813520-0150-05
• . I -'I COX TERRY 0 079999 . ri 'COX-TERRY D 079999
. 1319 S PUGET DR VD-27 ( i 1319 S. PUGET DR 00-27 '
•
•
- . RENTON WA 98055 i RENTON WA 98055
•
•
813520-0160-03 1 813520-0160-03 •
• VIOLA JOSEPH E 230241 VIOLA .JOSEPH E 230241
17222 139TH PL S E 1 17222 139TH PL S E
• ' RENTON WA 98058 1 RENTON WA 98058
813520-0170-01 i , 813520-0170-01
' ERICKSON BARBARA J 059999 ERICKSON BARBARA J 1 059999
1319 S PUGET OR, 00-12 1319 S PUGET DR, 00-121
RENTON WA 98055 • •'I RENTON WA 98055
-- --- ---•-- �. -.t-.,. - .- -
j ' 813520-0180-09 • ') 613520-0180-09 I
NELSON •JAMIE J- 660707 1 - NELSON -J,AMIE J ' 660707
1419 ,S 'PUGET DR STE 320` 1 1319 S :PUGET DR STE 320
RENTON WA 98055 1 , RENTON WA 98055
{
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.. .
. --- 813520 30-07 8: -0-0190-07
DANIEL KAT 600755 v; DANIEL KAT .
600755
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•
- - • • . 1319 S PUGET DR V0-33 0 1319 S PUGET DR V0-33
• • . ' . , ---. • RENTON WA 98015 0 RENTON WA 98055--,..
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• • 1 . NEHER SUE ANN 069999 4 NEHER SUE ANN , 069999 '
1319 S PUGET DR VD-34 il 1319 S PUGET DR VD-34
, .
, . ! RENTON WA 98055 :.: ,RENTON WA 98055
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. ......-s. ....
. , . 813520-0210-03 .::1 813520-0210-03
. . .
•
• ' . KIIDD AMY E0680 .1 •KIDD AMY 1 E0680
. • 1319 S PUGET DR 0-35 [1 1319 S PUGET DR 0-35 '
RENTON WA 98055 .: RENTON WA 98055 '
I
- ; 813520-0220-01 tl 813520-0220-01
MURRAY MICHAEL E 261645 Y MURRAY MICHAEL E 261645
. ,
801 .N 31ST is, 801 N 31ST
RENTON WA 98056 Li RENTON WA 98056 ,
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, .
, • 813520-0230-09 T 813520-0230-09
WENOT •THOMAS F & PATRICIA E291651 '1 'WENDT:THOMAS F & PATRICIA E291651
10605 SE 199TH ST 1 10605 SE 199TH ST
7-' - RENTON WA 98055 ] RENTON WA 98055
..
. , ---- 1---
813520-0240-07 1 -813520-0240-07
. L . KAM KENNETH K
1319 S PUGET:DR .t0-38 1 E1280 KAM KENNETH K
-::: 1319 S PUGET.DR 'VD-38 E1280
mnHmv.,; vrmm.mftmegrmmm .; . . RENTON .WA •98055 . - I RENTON WA 98055
. . •
•
813520-0250-04 813520-0250-04 '
. ,
. i VARON RENEE E E0880 'VARON .RENEE E E0880
. 1 ' 1321• S PUGET DR tE-11 1 1321'S'PUGET DR tE-11'
RENTON WA 98055 ' RENTON WA 98055 -
• ' ;:. . ... : . ' - .: I II .
• 1. . . . , • . _ _ _. __ ...... .
• - •
- • ' •-, • ' 813520-0260-02 11 813520-0260-02
ANDRE CYNTHIA A 713555 ji 'ANDRE CYNTHIA A 713555
• • , PO BOX 511 1 PO BOX 511
. , I
. .
. ; WOODINVILLE WA 98072 I W000INVILLE WA 98072
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. .
• • • ., , 813520-0270-00 -li 8135200270-00
STETSON. ANN L . 639999 li STETSON ANN 'L 639999
.•;••••:'' ',;' ... ]..:-' ., • ' .,. . i . 1321 S PUGET DR E 13 1 ; 1321 S PUGET DR E 13
RENTON WA 98055 i RENTON WA , 98055
. •— — --- -• -----
. -•
•
. • .
• • . • 813520-0280-08 1 813520-0280-08
OHNSON AGNES I 629999 :JOHNSON AGNES. I 629999 .
• . 1321 S PUGET OR E 14 li 1321' S-PUGET OR E 14
. • RENTON WA 98055 I ; RENTON WA 98055
. ' • , 813520-0290-06 ' 813520-0290-06
,
. -• MEEKING ROBERT A • 281886 1 MEEKING ROBERT A , 281886-
. . 1321 S PUGET DRIVE 4E-15 ..i 1321 S PUGET DRIVE VE=15
[
. .
RENTON WA 98055 ' RENTON WA 1 9_8055
. _
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. . ,
. : 813520-0300-04 .:' 813520-0300-04
ENGLUND STEHEN M+CAROL' M 399999 •!: ENGLUND .STEHEN M+CAROL M 399999
-- 1321- SOUTH PUGET DRIVE VE-21 "1321' SOUTH PUGET DRIVE VE-21
. RENTON WA 98055 : RENTON WA 98055 _
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. ,
. - 1321 S PUGET DR E-22 H 1321 •S PUGET DR -E-22 ' 1
11
RENTON WA 98055 1,:j .RENTON WA 9805P
. . ..-..
. . ,
. . ,. .•
813520-0320-00 II 8-13520-0320-00
• . - . .
1 .. . -
• . . FOXALL ARTHUR R 809999 , • FOXALL ARTHUR R 1 809999
. .'. . • 1321 SOUTH PUGET DRIVE UNIT E-23 1321 SOUTH PUGET DRIVE UNIT E-23
RENTON WA 98055 : RENTON WA 1 98055
1 1
_ . - --- - - '
.
.
813520-0330-08 L 813520-0330-08
• - . SEABOLDT I MARIE 719999 ..- SEABOLDT. I MARIE ' 719999
. .
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021 S PUGET OR E-24 ,, 1321 S PUGET DR E-24
•
RENTON WA 98055 - -!: RENTON WA ' 1 98055
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. _ . ._. .
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- : 813520-0340-06 ql 813520-0340-06
CHESHIER AUDREY A 329999 4 CHESHIER,AUDREY A '
329999
• 1 ; 1021 PUGET DR S VE-25 ...?:, 1321 PUGET.DR S VE-25
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. , RENTON WA 98055 p, RENTON WA 98055
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' . 813520-0350-03 -.1!
-, 813520-0350-03
BROWN MICHAEL J 739999 :1 BROWN -MICHAEL J 739999
. ' 1321 S PUGET DR VE-31 1321'S PUGET DR tE-31
. : RENTON WA 98055 .1 RENTON WA 98055
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81352070360-01
813520 ri-036C-01 .
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BLACKBURN ALICE K . 479999 l'...1 BLACKBURN ALICE K 479999
• 1321 S PUGET OR V32 1 ! 1321 S PUGET OR V32
.... . .0**MO. . O
. RENTON WA 98055 [-:1! RENTON WA : 98055
MMAT1M*0MM I' l
I- --- - --- - - -
• ' 813520-0370-09 .[; 813520-0370-09
• MAHAN JERRY'K 769999 I - -MAHAN .JERRY.K 769999
. .
. . 27607. 10TH AVE S , ,-] 2760710TH -AVE 'S
• i REDONDO WA 98054 ... REDONDO.WA 98054
. .
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, . . __. ... . . . .. , . .
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813P20-0380-07 J 8135207038007 .
COMER II BENJAMIN F+ROSARY 7N9999 A COMER F+Ri,SARY ,7N9999
. .
1 1321 S .PUGET-DR-VE34 , ..4 1321..S PUGET,DR VE34
•
. .
. • . .--,, • RENTON WA 98055 I ! RENTON WA 98055
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. . 813520-0390-05 t , 813520-0390-05
' .
FIGUEROA ANA 709999 1. 1 FIGUEROA-ANA L . 709999 -
1321 S PUGET DR VE 35 r.i 1321' S PUGET DR tE 35
1
RENTON WA 98055 [ i RENTON WA 915055
-.. . . . . , _ . _.
. .. .
r . 813520-0400-03 813520-0400-03
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. '. . . - SANDS BARBARA L 179999 ..-1 ..SANDS .BARBARA L 179999
. . 1327 S PUGET DR VF-11 ..1 Li 1327. S PUGET DR VF-11
. .
. .
RENTON WA 98055 ri -RENTON WA 98055
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. . _. . ..i 813520-0410-01 ,i 813520-0410-01 .
• RAMOS EDWARD V E0680 A RAMOS EDWARD V I E0680
. :
•- • 1 , . 1. 27 S PUGET DR F12 p 1327 .S -PUGETAN F12
.
• - - , -- i RENTON WA 98055 r - RENTON.WA 98055
,
. .
. .
1 . 1 813520-0420-09 813520-0420-09
BENEZRA ALLAN E+DENISE A 489999 '.k: BENEZRA:ALLAN E+OENISi A 489999
11122 SE 219TH PL :i.
11122 SE.219TH PL
. . ,.
: KENTIJIA 98031 ..1 .KENT:WA 98031
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• -- 813520-0430-07 h 813520-0430-07 1
• . . _ ._ - , SWEENEY ISABEL L E0980 • r-I1 SWEENEY ISABEL L- E,0980
. . .
1327 S PUGET DR 4F-14 Ii 1327 S PUGET DR VF-14
RENTON WA 98055 V RENTON WA . 98055
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, —
.
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:- • 813520-0440-05 h 813520-0440-05
. ' 1-'1 ANDERSON NORMAN L 929999 !II ANDERSON NORMAN -L 929999
• ' , . ' 1327 S PUGET DR F15 III 1327 S PUGET DR F15
. : ' — RENTON WA LI
98055 j:: RENTON WA 1
1 98055
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• .
. . . , • ' 813520-0450-02 12,.! 813520-0450-02
. ,
BERTONE JR LOUIS M+SANDRA L389999 .1 BERTONE JR LOUIS M+SANDRA L389999
13300 SE 193RD ST 13300 SE 193RD ST
, .
1
RENTON WA 98058 h RENTON WA 1 98058
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f • •• 813520-0460-00 813520-0460-00
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CLAUSNITZER LYNETTE R 869999 LA CLAUSNITZER LYNETTE R 869999
1327 S PUGET DR tF 17 Li 1327 S PUGET DR 0F 17
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RENTON WA 98055 1i RENTON WA 98055
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. . 813520-0470-08 i : 813520-0470-08
. 1 : BLY BEATRICE LYNN i
2N9999 h BLY BEATRICE LYNN 2N9999
, .
: . 1327 S PUGET DR OF-18 r:I 1327 S PUGET DR 4F-18
• ' , . RENTON WA 9E055 1-1 --RENTON- WA 98055
I.
. , I 813520-0480-06 f-1 813520-0480-06
. , 1 ROLAND EARL B 239999 !:! ROLAND EARL 8 : 239999
1327 S PUGET DRIVE 0E-21 1327 S PUGET DRIVE tF-2I
Militg.:!..; .ft000*Ogi- RENTON WA
98055 RENTON WA 98055
1 • 1
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•, -: I 813520-0490-04 ! I ' 813520-0490-04 —
BERGLUND JASON 709999 1 'BERGLUND JASON 709999
1 1327 S PUGET DR tF22 , I 1327 S PUGET DR 4F22
• .
. - • RENTON:WA 98055 - RENTON WA . , 98055
.. . .• . • •••• ,
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• , 813520-0500-02 I . 813520-0500-02
WINDLE TERESA J 3N9999 p WINDLE TERESA J 1 3N9999
. 1•
.. . . . 1 155 NORTH LAKE AVE % ; 155 NORTH LAKE AVE
. ,
: PAADENA CA 91101 U PASADENA CA 91101
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813520-0510-00 I 813520-0510-00
. .
- - - : MOORE LLOYD A 509999 1 MOORE LLOYD A 509999
*,. :l.,:'-: • i 1327 S PUGET DRIVE VF24 1 ; 1327 S PUGET DRIVE 4F24I
,
RENTON WA 98055 J RENTON WA 1 98055
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:, .. . .., , , . •-• .
. 813520-0520-08 I:, 813520-0520-08
.. _ , • CROMWELL MONICA F 849999 I : CROMWELL MONICA F 849999
. . . 1327 S PUGET DR -425 I: 1327 S PUGET DR 425
. . . .
. . RENTON WA 96055 .1'., RENTON WA :
98055
. .
. ., • .
•
•
813520-0530-06 " 813520-0530-06 1 .
• : ,I ,
MURRAY MICHAEL E 829999 1 ' MURRAY MICHAEL-E. 829999 '
•
' 801 N 31ST ST d 1801 N 31ST ST
• I .
- : RENTON WA 98056 - :1 RENTON' WA ,
98056
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.. ... .. , ! 813520-0540-04 • ' : 813520- 540-04
• -----'•':. , , .----I BOYD MARILYN J 063651 f BOYD MARILYN.J 063651
• - „. , • • 2500 S 272NO ST-0 200 S 272NO ST tB17 817
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WALS JSSELL D 580045 - .SH RUSSELL 0 580045
13;27 S PUGET DR VF-28 ?!/ 1327 S PUGET OR tF-28 '
. . 1 Ni
. . . • - , RENTON WA 98055 L , RENTON WA 98055
. .-- .
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. . .
813520-0560-09 - 1,1 813520-0560-09• - GUTERSON JULIE F 539999 11 GUTERSON JULIE F 539999
1327 SOUTH PUGET DRIVE tF 31 1 ! 1327 SOUTH PUGET DRIVE, VF 31
. .
, RENTON WA 96055 H RENTON WA I 98055
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813520-0570-07 1: 813520-0570-07
JACKSON GEORGE TERRENCE 589999 .JACKSON GEORGE TERRENCE 589999
1327 S PUGET DR VF-32 ki 1327 S PUGET OR VF-32 ;
RENTON WA 98055 iJ -RENTON WA . . 98055
813520-0580-05 . : Ti) 813520-0580-05
MOLES MARK -R 8N9999 *1 MAPLES MARK R .
8N9999
• 1127. 5 PUGET DR VF-33 ;I:..1 1327 S PUGET DR ;VF-33
• . . .; RENTON WA 98055 d RENTON WA 98055
r• -. - . - - - • ,
, 813520-0590-03 FI 813520-0590-03
SOUSA MICHAEL G- 220165 ?',1 SOUSA MICHAEL G 220165
! ,
1127 S PUGET DR VF-34 c : 1327 S PUGET DR VF-34
. :
. . RENTON WA 98055 Ip RENTON WA , 98055
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• ; 813520-0600-01 1.; 813520-0600-01 . .
.
_ .
. I CtiMPBELL DEVIN B 169999 ii -CAMPBELL: DEVIN B 169999
. ,
1327 S PUGET DR 0E-35 i1 1327'S PUGET DR VF-35 '
. . 1
RENTON WA 98055 11 RENTON WA 98055
fl
!VM?-01?f.,`,k• .:•01ifilOPP*, ?3,10iggi . , . . : • .:
, 813520-0610-09 -- 813520-0610-09
G'BLER PAULA+LOIS L 339999 11 GIBLER PAUL.J+LOIS L 339999
'• 15408 SE 179TH ST 1 ! : 15408SE 179TH ST
1 .
RENTON -WA - 98058 Ft RENTON-WA 98058
. L.
'i -1 81320-0620-07 I:1 813520-0620-07
I. -',• ' •i• .:,::: ••• ,:-;: :,- 1-
MOTESON KATHLEEN A 809999 H MATTESON KATHLEEN A ' 809999
. 1327 -S PUGET DR UNIT 37F :1327.5 PUGET OR UNIT 37F
, . . ,. • . . • . I R NTON WA - 98055 Il1I
RENTON.WA- . 98055
. .. .
• -I I, -
: .
1 • --- - ------ -- . - - .
- 813520-0630-05 ; 813520-0630-05
• 1
RIDENOUR CATHI J 5N9999 1 : RIDENOUR CATHI J 5N9999
, 1127 S PUGET OR F-38 1 ; •1327 S PUGET DR F-38
. I.; RENTON WA 98055 RENTON WA 98055
• -- : m==,. .- -,:-.._ .. .__:._ . _ .
-
.
. 813520-0640-03 i 813520-0640-03 '
— - : ALFRED BRUCE A 749999 I ALFRED BRUCE A 749999
•
, .
1 - 1101- S PUGET DR VA-11- 1 1301 S PUGET DR VA-11_ .
,
. . RENTON WA 98055 I 'RENTON WA 98055
• .
: .
. . 1 813520-0650-00 if •
1
' 813520-0650-00
1 :
CASHEN -TIM .J• 7D9999 A 'CASHEN;TIWJ , 709999
. •: • -ROUTE2 BOX ,7
.
ROUTE 2 BOX 7.
„
HdROENBURG:KY 40143 ,. -HARDENBURG KY 40143
. . .
.
. .
; 813520-0660-08 .- -! 81352070660-08
RiI5 SONJA A 399999 H: RIIS'SONJA -A 399999
F 1101 S PUGET-DR :tA-13 . • I''. •13.015- PUGET •DR tA-13
. I RENTON WA 98055 AI RENTQWWA 98055
1 • • .
• : ,-
: .
, 1
. •
...____ •ii? , .
. ,
• • .1. -
613520- )-06 !;1 81 )-0670-06
WILLI LARRY L 369999 ' ; • AAMS LARRY L
i . 369999
• 13b1- S PUGET DR VA-14 . ! 1301 S PUGET DR VA-14
. I
- ' • • . ,
. . RENTON.WA 98055 ; RENTON WA . p8055
• •..-- - '
. . .. . . .
. ,
. .
81350-068004 ;. 813520-0680-04
ROBINS STEVEN V 500664 ROBINS STEVEN V , 500664
- ' 131 S PUGET DR - UNIT A-15 ' 1301 S PUGET DR - UNIT A-15
RENTON WA 98055 • RENTON WA 98055
• . ____ ____. __ _
_ . . . .
813520-0690-02 : •813520-0690-02
• . GOFF VERNON+ALANA M 759999 ! GOFF VERNON+ALANA M _ . 759999
. . .
. • 13101 S PUGET DR 0A-16 1 1301 S .PUGET OR VA-i6
RE1NTON WA 98055 : RENTON WA —96056
I
_ .. _T• __ _. _ . _ . .
i
813520-0700-00 ;:-; 813520-0700-00
' JONES KASEY TEAL 739999 : JONES KASEY TEAL 739999
. . 1301 S PUGET DR VA717 i 1301 S PUGET- DR tA-17
RENTON WA 98055 : RENTON WA 98055
, . .
1
813520-0710-08 11 813520-0710-08
ANDREWS WENOY:L 839999 11 ANDREWS WENDY L , 839999
' 1301 PUGET DR OA 18 Il 1301 PUGET DR tA 18
J ,
• ; RENTON WA 98055 1.1 RENTON WA ' 98055
I ! 1
• • --
- : 813520-0720-06 1 I 813520-0720-06 .
H .
, .
. ; MEADOWS ROBERT. T+VALORIE C 179999 t . MEADOWS .ROBERT T+VALOR1E C 179999
[ 1301 SOUTH PUGET DRIVE .tA-21 ! ! 1301 SOUTH PUGET DRIV tA-21
RENTON WA 98055 ; ; RENTON WA 98055
---
813520-0730-04 1 : 813520-0730-04 ,
V •ANERFORD WILLIAM 2N9999 II VANERFORD WILLIAM 2N9999
I
001 S PUGETAR tA22 I I 1301 S .PUGET DR VA22
. •
; : ! RENTON WA 98055 L ! . RENTON -WA 98055
• . . . ' t I I. ,
. :
_ .
813520-0740-02 1 • • 813520-074002
I KNEVAGE JOHN.J+LUCILLE M 159999 KNEVAGEIJOHN. J+LUCILLE•M 159999
1301 S PUGET DR VA23 !- 1301 S PUGET -DR tA23 ;
,
• RENTON- WA • ; 98055 . ' RENTON -WA. 98055
. • • I •
. • i .
813'520-0750-09 11 813520-0750-09
GREEN MICHAEL K • 859999 I 1 GREEN MICHAEL K . 859999
- • ; • • 1201 S PUGET DR VA-24 1 1 1201 S1JUGET DR 0A-24
•
RENTONI WA . 98055 ; , RENTON WA 98055
• . H 8131520-0760-07 11 813520-0760-07
_
I
, . LUMLEY SCOTT P 609999 1 [ LUMLEY SCOTT P 609999
. .
- ' 1301 S PUGET DR V25 ; ! 1301 S PUGET DR 025
RENTON WA 98055 : RENTON WA 98055
I ; . •;. . .
. •
813520-0770-05 ; 813520-0770-05
GAUER MARCETTE YVONNE 749999 ! r ;GAUER MARCETTE YVONNEI
; 749999
,
,. 001 SO PUGET DR VA-26 . iic. •1301 SO PUGET DR tA-26
. . RENTON WA 98055 II RENTON WA 98055
. ,
1 I .
_
_ • .
•
. . . • -
• ' ! 813520-0780-03 1 - __8.13_5207.0780-03
:-; ONTIUS PI ERIC STEWART 630172- 'I . -PONTIUS ERIC STEWART
630172
1301 S PUGET.DR •VA-27 . 1301 S. PUGET DR tA-27
, ! RENTON WA 98055 . RENTON -WA 98055
, 1
1 I
, •
, 1
I 1
1
• 1
, ! •' • ..t., ,
• I :
. .
' • . ' - •... ......
. . •
• ,-, 813520- 0-01 , 1 81 -0-0790-01
• . ADAMS E RAY 839999 1 . ADAMS E RAY 839999
. .. 4501 132ND AVE SE 4501 132ND AVE -SE
. . • • •• 1
' . !!-• ! - - .!.:'.-, .---:i BELLEVUE WA• -. , • •.. : 98006 1 ; BELLEVUE WA 98006
! .
. . .
! 1
. . - ! 813520-0800-09 ; 813520-0800-09
. ___
• • •
- ' YARROWOOD ASSOCIATES LTD PA699999 :' 'YARROWOOD ASSOCIATES LTD PA699999
. .
• ! POI BOX 3886 i PO• BOX-3886
. : BELLEVUE WA, 98009 L! BELLEVUE WA 98009
'ti 1
_ . ' • 1 .
813520-0810-07 813520-0210-07
LINDBLAD ROBERT C+CHARMAINE719999 . LINDBLAD ROBERT C+CHAOOINE719999
. .
. .
•
1301 S PUGET DR VA-32 ..• 1301 S PUGET DR VA-32
• . , I .
REINTON WA 98055 RENTON WA . 98055
. I :
813520-0820-05 •1
.-.1 813520-0820-05
•
• STANDISH DIANE M 639999 H STANDISH DIANE M 639999
• 1 1301- S PUGET DR tA-33 .1 1301 S PUGET DR VA-33
• I
• '- I RENTON .WA 98055 1 RENTON WA 98055
1. 11
•
1 , 1
i ... . _
! • 813520-0830-03 F ; 813520-0830-03
WELLS BARBARA J 759999
WELLS BARBARA .J . 759999
. i 1301 S PUGET DR VA.,34 .- 1301 S PUGET DR VA-34
-- ! RENTON WA 98055 ! RENTON WA 98055
,--
• .
813520-0840-01 . 813520-0840-01
, .
. : • 1 MURRAY MICHAELE 829999 MURRAY.MICHAEL E 829999
. .
. ! 801 N 31ST ST - 801 .N 315T'ST
RENTON .WA 98056 . RENTON WA 98056
fl,:,. Ott,'_;.,.,:•,.,;,,....11-11011VIMMOI - • 1-,,,-
. . . .
•
. . 813520-0850-08 • 813520-0850-08
.
• ,
• • . - : BAINES BRETT.W 179999 BAINES BRETT W 179999
. .
1301 S PUGET DR A-36 1301 S PUGET DR A-36 F
' . RENTON WA . 98055 RENTON WA • 98055
•
.- .
‘,.:: • _ • i
. 1
- 813520-0860-06 813520-0860-06
BOJE.GARY A 2N9999 BLUE GARY.A 2N9999 1
. '. • 1301 S PUGET.OR VA-37 • 1301'S PUGET DR VA-37 1
. • • • - : RENTON .WA 98055 H RENTON .WA 98055
! ; __ L . • • .
• . _ . .
. . -- 1 813520-0870-04 - 813520-0870-04• • ' •
! : EMPENS STEPHANIE 729999 EMPENS STEPHANIE ,
729999 •
' • . 1 • ' 1301 S PUGET DR A38 1301 S PUGET.DR 438
;.;.;.',1;1:'.7.!. • • ,,-- •• •. .: .,.. - ,
. 98055 RENTON WA 98055 RENTON WA
- • .
• . . ___ - . ; :: ..-
. . . ,
•. . - -- , : 813520-0880-02 813520-0880-02
• . . . . .
- • • 1 WOLCOTTALPHA D 4D9999 WOLCOTT ALPHA 0 409999
..
• •
1305 S PUGET .SOUND DR VB-11 1305 S PUGET SOUND DR VB-11
: •
. : RENTON .WA 98055 RENTON WA 98055
. •
1 I • !
, .
;
• ' 813520-0890-00 ! 813520-0890-00
.
.
- ; RAMSO BRYAN 499999 . 1 RAMSO BRYAN 499999
.
1305 S PUGET DR B-12 . ,1:
1305 S PUGET DR,B-12
.
• ! RENTON WA 98055 i l' •RENTON WA 1 98055
' ' •
i 1
7' • . . . . _ . . .._
•
- : 813520-0900-08 • • ' 813520-0900-08 ! •
TESCHER WILLIAM E MR 859999 I .. TESCHER WILLIAM E MR 859999
•
' 1305 S.PUGET DR •VB-13 J, •1305 S PUGET DR tB-13
. 1 RENTON WA 98055 +I. --:RENTON-WA_. 1 98055
..
•
• .
, 1
813520, 0-06 ' 0 8] 0-0910-06
VETE,.�...;• ADMIN 772303 ERANS AOMIN 772303
SODENKAMP CONRAD 'F LH 46-40010641 t ' SODENKAMP CONRAD F LH i46-40010641
'.I ; i .-- 915 2ND AVE i„� 915 2ND AVE
SEATTLE WA ; 98174 SEATTLE WA . 2.1 93174
813520-0920-04 -y 813520-0920-04
- MCKELVEY FRANCIS A 839999 ','.' MCKELVEY FRANCIS A 839999
1305 S PUGET DR V815 • 1305 S PUGET OR 11B15
- RENTON RENTON WA 98055 ;; RENTON WA 98055
•
. •. I.,.. _
813�520-0930-02 [`! 813520-0930-02
STEFANSON KURT A 279999 'rl'i STEFANSON KURT A 279999
23308 67TH .AVE W 1 23308 67TH:AVE W
i MOUNTLAKE TERRACE WA 98043 1,''{ MOUNTLAKE TERRACE WA . 98043
1
i 813520-0940-00 d 813520-0940-00
• MARCIE TERRY L 790337 MARCIE TERRY.L 790337
19844 134TH PL SE !,� 19844 134TH PL SE
' RENTON WA 98058 RENTON WA 98058
-q
.
•
813�520-0950-07 W`.•; 813520-0950-07
SCOTT .SAMUEL TREVOR HUGH E1180 0 SCOTT SAMUEL TREVOR HUGH E1180
1305 S PUGET DR V18 H 1305 S PUGET DR V18
• RENTON WA 98055. 1 . RENTON WA 98055
---------------------------------- --- - !f
813 20-0960-05 11 813520-0960-05
• KLEPAC ROBERT.J E1280 ��- KLEPAC ROBERT .J E1280
1305 S PUGET DR V8-21 �'i ••1305 S PUGET DR V8-21
• .. RENTON WA 98055 j RENTON WA 98055
RENTON
:.. �.
I t
813520-0970-03 813520-0970-03 .
• • WITZEL SCOT:M 679999 { 1 :WITZEL SCOT M 679999
11305 S PUGET'OR tB'22 l•I 1305 S PUGET DR ;.B 22
RENTON .WA 98055 RENTON WA 98055
•
, , :., 352 -
- ':, 81 0-0980-01 � 813520 0980 O1
''I SZATKIEWICZ JAMES+MARY•L 709999 "SZATKIEWICZ .JAMES+MARY L 709999
15908 SE 178TH ST ' • 15908 SE•178TH ST ,
'. RENTON, WA 98058 • RENTON WA 98058
813520-0990-09 .' 813520-0990-09
. HUFF MYRTLE F 449999 HUFF MYRTLE F 449999
• j 1305 SO PUGET DR ;824 1305 SO PUGET DR ;�824'
.:. • • RENTON WA 98055 j'H • RENTON WA 98055
813520-1000-05 { 1 813520-1000-05
WINGER TERRY L ' 712234 i WINGER TERRY L 712234
103 123RD AVE E I 103 123RD AVE E '
-- EDGEW00D WA 98372 �-,I __-EDG.EWOOD• WA 98372
{
813520-1010-03 :1 813520-1010-03
• JOHNSON .LAVONA - 779999 ;JOHNSON LAVONA 779999
1305 S PUGET DR VB 26 1305 S PUGET DR 11B 20
• RENTON WA 98055 j RENTON WA 98055,
'
• . 813520-1020-01 813520-1020-01
PLANTZ LINDA.G 829999 •PLANTZ LINDA -G 829999 !
1305 S PUGET DR V827 1305 S PUGET DR 0827
RENTON WA 98055 RENTON WA . 98055
1
813520-: -09 ( + '811? -1030-09
NOMURr. ,.,NNETH K 719999 i R'_.._RA KENNETH K 719999
130I5 SO PUGET DR OB-28 � 1305 SO PUGET DR V8-28
' - RENTON WA 9E055 ;: i • RENTON WA '-' '98055
8135210-1040-07 � ' 813520-1040-07 �,
MUSTER BERNHARD URS 7D6500 7 � MUSTER BERNHARD URS 1 706500
1301 S PUGET DR ;831 ! 1 1301 S PUGET OR';:831
1 RENTON WA 98055 ; RENTON WA 98055 .
81350-1050-04 ' , 813520-1050-04
• SARGENT JOHN C 469999 SARGENT JOHN C 469999
1305 S PUGET DR ;.B-32 • 1305 S .PUGET DR V8-32
RENTON WA 98055 RENTON WA 98055
813520-1060-02 I' ; 813520-1060-02
STEPHENS LORI L 939999 �, STEPHENS-LORI L 939999
1301 S PUGET DR 8-33 1301 S PUGET DR B-33
RENTON WA 98055 li RENTON WA 98055
813520-1070-00 Ei 813520-1070-00
WOOD DAVID 672801 I . WOOD DAVID 672801
• 3208 COLUMBIA HTS RD V36. j '3208 COLUMBIA HIS RD V36
LONGVIEW WA 98632 LONGVIEW .WA 98632
' 813520-1080-08 i 813520-1080-08
' . OKERT FRANCES E 039999 OKERT. FRANCES E 039999
1305 S PUGET DR ;,B-35 ( i 1305 S PUGET OR ;.B-35 E;
RENTON WA 98055 ( ! RENTON WA 98055
.
•
• 813520-1090-06 . 813520-1090-06
OUK MONY 549999 OUK MONY. I 549999
. 1305 PUGET DRIVE, VB-36 ( ; 1305 PUGET DRIVE, ;.8-36,
RENTON WA ' 98055 i RENTON WA 98055
813520-1100;04 i., 813520-1100-04
LACEY.MARGARET K E1280 I LACEY.MARGARET.K E1280
1305 S PUGET .DR ;.B-37 '' 1305. S PUGET DR ;.8-37
.
RENTON WA '' 98055 .. RENTON WA 98055 1
813520-1110-02 I 813520-1110-02
. CONTRERAS DONALD E 707510 it CONTRERAS DONALD E 707510
' 11234 RAINIER AVE S 11234 RAINIER AVE S
•IA-,!.• SEATTLE WA 98178 SEATTLE WA 98178 '
. I ' •
I _
813520-1120-00 f 813520-1120-00
• ' DAVIS RUBY.J 509999 DAVIS RUBY J 509999
1315 S PUGET DR VC-11 1315 S PUGET DR VC-11 --
RENTON WA 98055 RENTON WA 98055
813520-113.0-08 . ; 1 813520-1130-08
' PRESSON.DIANNE L: 759999 ; I PRESSON DIANNE L 759999
1315 S PUGET DR VC-12 • II 1315 S •PUGET .DR VC-12 1
RENTON WA 98055 RENTON WA 98055
I II
i 813520-1140-06 • 813520-.1140-06
1 \ ELDER CATHERINE A 059999 ' ELOER .CATHERINE A 059999
1 ' 1315 S PUGET .DR ;lC-13 :1315 ,S PUGET DR ;.C-13
li` 1 SEATTLE WA 98055 SEATTLE WA 98055
• �'1 I
... . . , . , i ;
,....-,i 813152n-'150-03 , ' r"720-1150-03 .
LAT! EORGEENA L 744122 :, TTA GEORGEENA. L 1
744122
131! PUGET OR VC-14 . ' 15 S PUGET DR OCT141
„ .---, RENTON WA 98055 1 RENTON WA 08055
.. . .. . ,. . .
' . " . . : . ,:f2;."2;..F:::/.7...,.7.X21.,.::::1-2.:.1.=..'.:. "." " --1,• ,
, i - - . • -.: 813520-1160-01 0 813520-1160-01
DIPAOLA LAURA LEE 409999 oi DIPAOLA LAURA LEE 409999
1315 S PUGET DRIVE VC-15 1.! 1- 1315 S PUGET DRIVE VC-15
. ,. ,• . - . RENTON WA 98055 I, .RENTON-WA 98055
,1.1
. . i .
. . .. .. .. .
. ,• . . .. .. . ... .,. , ... - ! 813520-1170-09 11, 813520-1170-09
1 JOHNSON BYRON A 689999 H JOHNSON BYRON A 1 689999 '
1315 S PUGET DR VC16 11 .1315 S PUGET DR VC16 1
RENTON WA i . 98055RENTON WA . 98055
. •
..,,
. .
. ,p:!:-_:...-_,-...-!..-:.=.7.,-._am-=‘--...:::-. .T..r.....-.:::-.:7,--...!-.• -: 7._
•
•
• 814520-1180-078 1.1 813520-1180-07
, .
. ._..-
URNS T M C THOMPSON D G 683559 111 BURNS I M C THOMPSON 0 G 683559
109 MCGRAW ST 1 ! -109 MCGRAW ST
SEATTLE WA 98109 1 1 SEATTLE WA 98109
1 i
813520-1190-05 , i 813520-1190-05 I
1 1
ti1ORI, PAUL B E0481 • ' MORI .PAUL 8 E0481
315 S PUGET DR C-18 , 1315 S PUGET DR C-18
, .
RENTON WA • 98055 1 ! RENTON. WA . 98055
, , .. - -• - • _______ . .....! ..„,....._,.____ . _
813520-1200-03 1 ' 813520-1200-03
, •
KAUFMAN DEBORAH L 460600 1 ; KAUFMAN DEBORAH L • 460600
. .
1315 S PUGET DR VC-21 1315 S PUGET DR VC-21
,
. _ RENTON WA • 98055 1. -- RENTON WA , 98055
• L 1 . ..1.' I -
i t!.
•-
..... .
VP gfZ1ii..;', .1..,•10005.***ORROM • 814520-1210-01 . ! 813520-1210-01
. LIORENTSEN LINDA SUE 319999 ' 1 'LORENTSEN LINDA SUE ! 319999 1
• 1315 S PUGET DR VC-22 1315 S PUGET DR VC-221
1
• . . .
' • RENTON WA 98055 RENTON WA 98055 I
. - • /1
. . . - 813520-1220-09 . : ! 813520-122009 • '
_
WELTY.KATHRYN J 849999 -1 WELTY.KATHRYN •J •
849999
-1 ., . : 'ir . ,-.. . . 1315 S PUGET DR VC-23 • 1.i 1315 S PUGET- DR VC-23' i
. • • • RENTON WA 98055 r: . RENTON.WA • 98055
1 i' •
' • .•
813520-1230-07 813520-1230-07 ! 1 . I
. •. • I i 1 WIEST.ERIC V . 7N9999 : 1 WIEST-ERIC V I 7N9999
1301 S PUGET DR .VC-24 : 1 •1301. S PUGET DR VC-24
RENTON WA 98055 . I RENTON •WA , 98055
•
.• . . . , •
11 1
:*!i!,-, . ,!.,• .. -. • . i •
8135201240-05 ii 813520-1240-05
PFIFFNER STEVE M+CHRISTINE 290927 i PFIFFNER STEVE M+CHRISTINE 290927
' . .
. . . :. • ' 1315 S PUGET DR VC-25 , 1315 S PUGET DR tC-25
. . . . .
. . .
1 .RENTON WA • 98055 ! : RENTON WA 98055•
. . .
• ; 1
• :::- 1 1'1 .
•
.
: • .
1 -- 814520-1i-50-02 • !
813520-1250-02 I
• • GOUGH KATHY.J+DAVID A 429999 1- 1 GOUGH KATHY J+DAVID A] 429999
• . • 9 AVE S1718 WATERS AVE S -1'1
! 9718 WATERS
• . : - SEATTLE WA . 98118 , : SEATTLE. WA 98118.
•• . 1. •
• , . -
813Vio-lac-oo ' cl 813520-1260-00
I i
• - - -
.. •
NISHIMURA HANK M E1180• ! ; NISHIMURA HANK M E1180
-
. . , 1315 S PUGET DR C-27 • 1 r.1 1315 S PUGET OR C-27
• ENTON WA 98055 h RENTON WA
98055
. , .
• .
1 .
i
I
, .
. 1
1 1.3520-'7.70-08 '''.1 . 81-2"0-1270-08
-I. • _ t,_
MENDk E NAOMI 481858 d DA MAE NAOMI , 481858
357 1- FLOWER DR :,.1 - . BELLFLOWER DR .
... , SAN RAMON CA 94583 -,:i SAN RAMON CA
:.1 94583
. .
. . . . -. .
. . . _ . . _ •
. . • ,
. .
• ..., : . . 813520-1280-06 !, q li 813520-1280-06
i . )
VARON LAURA 341150 ! 1 'VARON LAURA 341150
. ' • ' 115 NE 91ST ST ! I '115 NE 91ST ST
.. . . . . 1, .
' ' ' SEATTLE WA 98115 1 SEATTLE WA 98115
.
• ,
" - -_-_..- __ • .. .
. .. . .,
813520-1290-04 i : 813520-1290-04
. . . .
. . . .. .. .
- • SAKO ELAINE R 799999 - ; , SAKO ELAINE R 799999
1315 5 PUGET OR UNIT C-32 1 ' .1315 5 PUGET OR UNIT C 32
ti
. .
• . . . RENTON WA 98055 't : RENTON WA 98055
1 ri
. 1..i
. . . . . ,. . . ..
- :.... __.___...:-.----=1,:.7..'"2-crri•,--,----40-. •
813520-1300-02 . . 813520-1300-02
KIM EUNYUN 530105 (4 'KIM EUNYUN 530105
1315 S PUGET DR VC-33 CI 1315 5 PUGET DR VC-33
• RENTON WA 98055 ,11 RENTON WA... 98055
.813520-1310-00 h 813520-1310-00
SHONE -CARMEN L 419999 1 SHONE .CARMEN L 419999
1315 S PUGET DR .VC-34 t ,
, i 1315 S PUGET DR VC-34
RENTON WA 9E055 i . -RENTON WA 98055
81351.20-1320-08 L1 8135201320-08
JOHNSON KIRBY DEGUEURCE+MEI9N9999 1 ! .JOHNSON KIRBY DEGUEURCE+MEI8N9999
1301 S PUGET'ORIVEAC-35
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. RE'NTON WA 98059 11 RENTON' WA 98059
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. , • 1315 SOUTH PUGET DRIVE OC,37 '. - -1315 SOUTH PUGET DRIVE VC-37
RENTON WA '.98055 RENTON WA 98055
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KALER SUSAN M - 680344 1 1 ' KALER SUSAN M 680344
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RENTON WA 98055 : RENTON WA' 98055
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KIRKLAND WA - 98034 ' 11 .KIRKLAND .WA 98034
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,,t, Comments on the above application must be submitted In writing to Ms.Lesley Nlshihlre,Project Manager,Development
sr1NI,' ' Services Division,1055 South Grady Way,Renton,WA 98055,by 5:00 PM on August 31,1998.II you have questions
about this proposal,or wish to be made a party of record and receive additional notification by:,mall,contact Lesley
Nishihira at(425)430.7270. Anyone who submits written comments will automatically become a party o1 record and will
NOTICE OF APPLICATION be notified of any decision on this project.
AND PROPOSED DETERMINATION OF NON- CONTACT PERSON: LESLEYNISHIHIRA (425)430.7270 I
SIGNIFICANCE !PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION I
DATE: ,August 18,1998 •
LAN USE NUMBER: I LUA-98-125,ECF
I i .
APP CATION NAME: I BP Gas Station Tank Remedlation
' PRO ECT DESCRIPTION: I The applicant seeks environmental review for modifications to an existing gas
statio. Project includes the removal and replacement of underground fuel storage tanks,concrete tank stab,
underground product,vent,piping and fuel dispensers. No modifications'ere proposed to the existing canopy,building,
or landscaping.
PROJECT LOCATION: 2022 South Puget Drive
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 -
perm tted under the RCW 43.21C.110,the City o1 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 IONS).A 14 '
day appeal period will follow the Issuance of the DNS.
PER 1T APPLICATION DATE: August 13,1998 _ ..............
.+-�
Till ` �b
NO CE OF COMPLETE APPLICATION: August 17,1998 `v` \ 4
'l; x hhh
Permits/Review Requested: SEPA.Fire . 4i s •. \0 ) , ,, ..
Othe'Permits which may be required:;None known. A
dw" i. �C//
•
Requested Studies: I Geolechnical Report — - Q— /\
i •
Loco Ion where application may
be reviewed: 'Planning/Building/Public Works D vision,Development Services Department, '.. •• .
1055 South Grady Way,Renton,WA 98055 )�.
t
. PUBLIC HEARING: The review will be conducted administratively.There Is no public hearing ` -'® of —,
required. M_
CONSISTENCY OVERVIEW: ;174—
•
b
Anal cal process
~ �t
Pro]ct consistency refers to whether a project Is consistent with adopted and applicable development regulations,or in �,1 I+I •,�....
their bsence,comprehensive plan policies.RCW 38.700.110(2)(g)provides that the Notice of Application(NOA)
Ind!e a statement of the preliminary determination of a project's consistency with the type of land use,level of \ �1' '
dove opment,infrastructure,and character of development If one has been made at the lime of notice.Ala minimum, •
every NOA shall Include a determination of the project's consistency with the zoning,comprehensive plan and
development regulations.
i
Land Use: The proposal is consistent with the Center Neighborhood(CN)Zone,as well as
the Center Neighborhood Comprehensive Plan Map Designation.
Environmental Documents that
Evaluate the Proposed Project: ' None known.
Development Regulations '
Use For Project Mitigation: I The proposal Is subject to the City's SEPA Ordinance,Zoning Code,
lPublic Works Standard's,and UFC.
Pro osed Mitigation Measures:
Preliminary analysis of the proposal does not reveal any likely'Impacts that would require mitigation above and beyond i
exiling code requirements.
GE ,'AI.OTDOC '
r GENMALOTDOC r
•
CERTIFICATION
I, 4/11- AVA1iT7 , hereby certify that 3 copies of the above
document were posted by me in 3 conspicuous places on or nearby
the described property on /17i6v5r- 2�/??F
Signed:
.. .,L...;,4_____,
ATTEST: Subcribed and sworn before me, a Nortary Public,in and for the State of rJ
Washington resid g in �ii7r�4,�) , on the �71, day of �.o / `•
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%P. ,
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MARILYN KAMCHEFF
COMMISSION EXPIRES 6/29/99
TY
+ wiRil 4.
NOTICE OF APPLICATION
AND PROPOSED DETERMINATION 'OF NON-
SIGNIFICANCE •
•
DAT : August 18,1998 •
,
•
LAN' USE NUMBER: ! LUA-98-125,ECF ,.
APP (CATION NAME: BP Gas Station Tank Remediation
PRO ECT DESCRIPTION: The applicant seeks environmental review for modifications to an existing gas
statio . Project includes the removal and replacement of underground fuel storage tanks, concrete tank slab,
unde •round product,vent, piping and fuel dispensers. No modifications are proposed to the existing canopy,building,
or la dscaping.
PRO ECT LOCATION: 2022 South Puget Drive
OPTI NAL DETERMINATION OF NON-SIGNIFICANCE(DNS): As the Lead Agency,the City of Renton has
dete fined 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.
Ther 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: August 13,1998 I
NOTICE OF COMPLETE APPLICATION: August 17,1998
Permits/Review Requested: SEPA,Fire ON
Other Permits which may be required: None known. ✓I
Requested Studies: Geot chnical Report
•
Location where application may
be reviewed: Planning/Building/Public Works Division,Development Services Department,
1055 South Grady Way,Renton,WA 98055 ,
PUBLIC HEARING: The review will be conducted administratively. There is no public hearing
required.
CONSISTENCY OVERVIEW: _ - ,
Analirtical process ,
Project consistency refers to whether a project,is consistent with adopted and applicable development regulations,or in l
their ibsence,comprehensive plan policies. IICW 36.70B.110(2)(g)provides that the Notice of Application.(NOA)
include e a statement of the preliminary determination of a project's consistency with the type of land use,level of
development,infrastructure,and character of development,if one has been made at the time of notice. At a minimum,
every NOA shall include a determination of the project's consistency with the zoning,comprehensive plan and
deve opment regulations.
Land Use: The proposal is consistent with the Center Neighborhood(CN)Zone,as well as 1
the Center Neighborhood Comprehensive Plan Map Designation.
Envi onmental Documents that
Evaiiate the Proposed Project: None known.
DeveTlopment Regulations
Use For Project Mitigation: The proposal is subject to the City's SEPA Ordinance,Zoning Code,
Public Works Standard's,and UFC. I
Proposed Mitigation Measures:
Preii inary analysis of the proposal does not reveal any likell)impacts that would require mitigation above and beyond
exist ng code requirements.
GEN LOT.DOC -
I
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 August 31,1998. If you have questions
about this proposal, or wish to be made a party of record and receive additional notification by mail, contact Lesley
Nishihira at(425)430-7270. 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
, ••••il.,'...:4', \.;1 ,
or
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•
GENMALOT.DOC 1
CITE __3F RENTON
..� - Planning/Building/Public Works Department
Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator
•
•
August 18, 1998
•
•
•
Ms.Angie Moffett
Architekton
12951 Bel-Red Road, Suite#110 •
Bellevue, WA 98005
SUBJECT: BP Gas Station Tank Remediation
Project No. LUA-98-125,ECF
Dear Ms. Moffett:
The Development,Planning Section,:of,the ,City of Renton ,has determined that the
subject application is complete according to submittal requirements and, therefore, is
accepted for review. •
It is tentatively scheduled for consideration by the Environmental Review Committee on
September 22, 1998. Prior to that review, you will be notified if any additional -
information is required to continue processing your application.
Please contact me, at(425) 430-7270, if you have any questions.
Sincerely,
ZVL5T? m
Lesley Nishihira
Project Manager
cc: Tosco Marketing Corporation/Owners
•
•
•
•
1055 South Grady Way-Renton,Washington 98055 -
a)This paper contains 50%recycled material,20%post consumer - „,
ug-14-98 02 :34P P.O2
www.architekton.com
LUt A98-125
August 13, 1998
Project Address: 2022 S. Puget Drive
Renton WA i•
u,
ARCHITEKTON Job # 298041
Tosco Site # 05505/11053
Re: Construction Mitigation Description
Proposed Construction Dates (begin and end dates)
1) Estimated construction time frame will be 10/12/98— 11/12/98 with
an approximate construction period of 4 weeks.
Hours of Operation
2) Construction will occur from 7:00 am to 7:00 pm weekdays with
possible weekend work to in accordance with City of Renton
regulations.
Proposed Hauling/Transportatio.n Routes
3) To and from site on south Puget Drive and Benson Road. To and
from 1-405 and Highway 167.
Measures to be implemented to minimize dust, erosion, mud, noise
and other noxious characteristics.
14) A. Traffic L Transportation impacts will be less than normal as the
station will be closed for business during construction.
,y, B. Dust, erosion, mud, noise and other noxious characteristics will
be handled for common construction practices and for Tosco
Marketing Company Standard Procedures (see attached).
Any specialty hours proposed for construction or hauling (i.e.
weekends, late nights)
5) Does not apply
Preliminary t affic control plan
6) None / No off site construction.
17oci Red P A PA 11n o..n.,...... 1AIA nnnnc
Aug-14-98 02:34P I P.03
www.architekton.com
L L\A
June 3, 1998
•
Tosco Marketing Company
Standard procedures regarding demolished paving, excavated soils and backfill
material
Excavated Soils
1. All soils excavated from site are to be tested (soil sample to testing agency)
and stockpiled on the site until test results are received:
A. All stockpiled soils assumed or known to be uncontaminated are to be
stockpiled o existing paving and completely covered as necessary to
prevent rain�absorption and erosion.
B. All stockpiled soils assumed or known to be contaminated are to be
stockpiled in a waterproof material over existing paving and
completely covered as necessary to prevent rain absorption and
erosion.
2. After test results have been received:
A. All un-contaminated excavated soils not suitable for re use as backfill
(if any) are to be immediately removed from the site by the General
Contractor to a location of the General Contractor's choice.
B. All contami T ated excavated soils (if any) are to be immediately
<<, removed from the site by the General Contractor to an approved
treatment facility(I.E. T.P.S. in Tacoma, Wa.)
C. All uncontaminated soils suitable for re-use as backfill (if any) are to be
immediately re-used as backfill.
Imported Backfill
•
1. All additional soils imported to the site for use as backfill (if any) are to be
immediately used as backfill and not stockpiled on the site.
Demolished Concrete and/or Asphalt Paving
1. All existing demolished concrete and/or asphalt paving materials are to be
immediately removed from the site by the General Contractor to an
appropriate recycling facility.
iiti, toi
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:Note:::<<If there is<:moro;than:;onelegal owner .please attach an add tional.:
nataiied`Master.AppGcatGi4g8 .each::oikiiim . ' , iiiii ......; PROJECT OR DEVELOPMENT NAME:
NAME: TOSCO MARKETING CORPORATION BP GAS STATION- ENVIRONMENTAL
PROTECTION MODIFICATION PROJECT
PROPERTY/PROJECT ADDRESS(S)/LOCATION:
ADDRESS:
601 UNION ST. SUITE 3920 2022 S. PUGET DRIVE
RENTON, WA 98055
1 KING COUNTY ASSESSOR'S ACCOUNT NUMBER(S):
CITY: SEATTLE ZIP: 98101
202305-9124-06
1
TELEPHONE NUMBER: 6::,_ -1 - 2� I EXISTING LAND USE(S):
FUEL/GAS STATION & RETAIL STORE
<::«:>:»::»: `f:other>;.tharl owner: ><:><:>::>:::>::
PROPOSED LAND USES: . ;
NAME: FUEL/GAS STATION & RETAIL STORE
1
C MPANY(if applicable): • EXISTING COMPREHENSIVE PLAN MAP DESIGNATION:
UNKNOWN
ADDRESS: PROPOSED COMPREHENSIVE PLAN MAP DES,GNTION (if applicable):
'v
104;q()4
pFT A
CITY: ZIP: EXISTING ZONING: jire�+
44,p /3 - o/v
T LEPHONE NUMBER: 4,4
®�PROPOSED ZONING (if a e pp icabl ).
1
>:.,::::>:::;:: ... .... .... . € OtVTAC�''PERS�III.. .:.;::.::.***i..:«::::.. .. -�1�(UNCHP;NGED)
r ,
SITE AREA (SQ. FT. OR ACREAGE):
NAME:, ANGLE' .MOF FETT 0. 73 ACRES
COMPANY(if applicable): 1 PROJECT VALUE:
ARCHITEKTON 1
4 S S i (,94C, , CO
ADDRESS: .. ,. .. ' . }..-.r.,i;;
12951 BEL—RED 1 RD..' !SUI.TE 1 1 0 IS THE SITE LOCATED IN THE AQUIFER PROTECTION AREA?
1
CITY: ZIP'
BELLEVUE, WA 98005
IS THE SITE LOCATED IN ANY OTHER TYPE OF ENVIRONMENTALLY
SENSITIVE AREA?
TELEPHONE NUMBER: •
( 425) 637-1007
--I
4 ,,
::::::::::::::::::iir:::?:.>:.}i<ii::i$:v:1ii'i::i'v:;:�:.:::>'%<:+.<:::'t.::::j^X;:Cti:i:.?L;•:..�:.:. ;:..}v :i�:.j.ii:;:;:ii?:::::i':::}!!•.:vi:;•?C<!!Qi.::'+::::?>::%::::>::$:`?:::}:S:`::;::t?.........,2.
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I
SEE ATTACHED SHEET:
I
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1
:::ha :.a :=.00 :<staf:wi 1:: . : rmine : e:e:s :::>»:>::>::: :::::::<:<::»>:::::>::<:::::::::::
:>:::<::< :::;:::::::::::>:<::<:> ;::>::>:<:>::>::»>�<::>Ch k::> I[::::a lacat�vn.<::: : :es.t. t. ....0.. .... . .........date............e..... .. .......................:. .....:.............:.:.
—ANNEXATION I $ SUBDIVISION:
— COMP. PLAN AMENDMENT $
•
— REZONE $ . LOT LINE ADJUSTMENT $
— SPECIAL PERMIT $ _ SHORT PLAT $
—TEMPORARY PERMIT $ _TENTATIVE PLAT $
— CONDITIONAL USE PERMIT' I $ _ PRELIMINARY PLAT $
_ SITE PLAN APPROVAL 1 $ _ FINAL PLAT $ •
_ GRADE & FILL PERMIT $
(NO. CU. YDS: ) PLANNED UNIT DEVELOPMENT: $
_VARIANCE $
(FROM SECTION: 1 ) • _ PRELIMINARY •
_WAIVER I $ _ FINAL
_WETLAND PERMIT $
ROUTINE VEGETATION— MOBILE HOME PARKS: $
MANAGEMENT PERMIT ; $
_ BINDING SITE PLAN ! $
SHORELINE REVIEWS:
_ SUBSTANTIAL DEVELOPMENT ; $
_ CONDITIONAL USE $
_VARIANCE $
— EXEMPTION SNo Charon Nt ENVIRONMENTAL REVIEW $400,
REVISION 1 $
I, (Print Name)Angie Moffett ,declare that I am(please check one)_the owner of the property involved in this application, the
authorized representative to act for the property owner(please attach proof of authorization),and that the foregoing statements and answers herein
contained and the information herewith submitted are in all respects true and correct to the best of my knowledge and belief.
ATTEST: Subscribed and sworn to before me, a Notary.Public,in and
ANGIE MOFFFTT for the State of(p)/i- residing
(N.me of 0 er/Representative) P>>-1-0-✓1 , on the y of
ICc 19
���,f 1!Cl�.,, .
(Sig atu e of owner/Representative) • (-----737 74_ -
��� (Signature of Wil`P�h KAMCH FF
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................... � .. . .. . .:..:. .:.:::...::.. ::.:...........A.....aAb.....BSP>::»>CA.P-S:::>::>::GAp.-. »»>:• I��»::>::.C. �A::»::::::...• H:::�:<::1_C��:::<:LL,�::: :>:>:>:::::>:
:::::::.:::::::::::G..t..::>=)Ie.:N.umher..>.:. .:.�..,�,r;..�..�. .................................................. .......... ....... .........13.....+�.:..:..:........11...:.:....::C'U..�:::::..:::::::...:::::::::::::::: ::. ::::.:
<>:::<T >:»:V'=..':»'::;.:_ ><::V:_<:<>::i .::
•»:>::>::>::>::»>:<:::>: :.. :::«:::�Pt�D<:::>;:>.::.::::::.P'R.....R...l�[P.....S.A..R.....5/:�.H.....SH.P.L..A...... H..L..H.....SP. S1V( >'S.ICE.........P.....................�.....�l.H..............
•
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. .::.:.:.:..:::: :.....T.,OTALEES :5:::..::.: ::::.a::::;.:;.:.>:.;:.;:.;:.;:.:;.::<;.;;:............:................................................ . �` . ,
MASTERAP.DOC REVISED 8/97
February 12, 19981I
Tosco Marketing Company
"Environmental" Modifications Project
Additional Project !Information
ARCHITEKTON Job #298041
Tosco Site 05505/11053
Site Address: 2022 S. Puget Drive
Renton, Washington 98055
Site Legal Description:
THAT PORTION OF THE SOUTHWEST QUARTER OF SECTION 20,
TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY,
WASHINGTON, ALSO BEING A PORTION OF PARCEL NO. 32 AS
DESCRIBED IN INSTRUMENTS RECORDED UNDER AUDITOR'S FILE NOS.
5959604 AND 61510334, DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHWEST CORNER OF SAID SOUTHWEST
QUARTER; THENCE SOUTH 2°06'30"WEST ALONG THE WEST LINE
THEREOF 494.941FEET TO THE SOUTHERLY LINE OF PUGET SOUND
POWER & LIGHT ,COMPANY'S 120 FOOT RIGHT-OF-WAY, AS CONTAINED
IN INSTRUMENT RECORDED UNDER AUDITOR'S FILE NO. 5687370;
THENCE NORTH 74°32'17" EAST 297.53 FEET TO A POINT ON THE
EASTERLY LINE OF PUGET DRIVE, SAID POINT BEING THE TRUE POINT
OF BEGINNING ON PARCEL 32; THENCE SOUTH 16°20'40" EAST ALONG
SAID LINE 1047.42 FEET TO THE TRUE POINT OF BEGINNING OF THE
TRACT HEREIN DESCRIBED; THENCE NORTH 68°39'20" EAST 135.50 FEET
TO A POINT ON IHE WESTERLY LINE OF BENSON ROAD, SAID LINE
BEING THAT DESCRIBED IN SAID PARCEL 32; THENCE SOUTH 21°20'40"
EAST ALONG SAiD WESTERLY LINE 291.82 FEET; THENCE SOUTH
17°51'28"WEST ALONG THE RIGHT-OF-WAY INTERSECTION OF BENSON
ROAD AND PUGET DRIVE 48.36 FEET TO A POINT OF CURVATURE ON
THE EASTERLY LINE OF PUGET DRIVE; THENCE ALONG THE EASTERLY
LINE OF PUGET DRIVE ON A CURVE TO THE RIGHT HAVING A RADIUS OF
304.26 FEET, AN INRC DISTANCE OF 296.30 FEET; THENCE NORTH
16°20'40" WEST ALONG SAID LINE 67.26 FEET TO THE TRUE POINT OF
BEGINNING.
EXCEPT THE PORTION THEREOF CONDEMNED BY JUDGEMENT AND
DECREE OF APPROPRIATION FILED UNDER KING COUNTY SUPERIOR
COURT CAUSE NO. 668210.
•
IOW
Tosco Marketing Company
a Division of Tosco Corporation
TOSCO
MEMO
August 10, 1998
TO: All Planning, Building, Fire, and Public Works Officials
of County Government
RE: Angie Moffet/Archltekton as an Authorized Agent of TOSCO
(dba BP Oil, Unocal 76, Brown Bear Car Wash. and Circle K Stores)
Dear County Officials,
Please accept this letter as confirmation that Angie Moffett, a Permit Coordinator with
Architekton Architects, Bellevue, Washington is a fully authorized representative of•
TOSCO Corporation for permit related applications.
Angie is our primary governmental permit representative in my Northwest District,
covering Washington;Alaska,Montana, Idaho, and Oregon.
If further clarification is needed. please fell free to contact me immediately at
(916)568-7612.
Respectfully.
„,•
Ln R. Patton
Sr. Construction Mnager
TOSCO Marketing Company
tI
P• .MENTSER1%ICES::DIUISI. ..,
.::: :::::::•::::::E.. ::: VI RO:N:NIE N:TAL G H�C KLI
PURPOSE OF CHECKLIST:
•
The State Environmental Policy Act (SEPA), Chapter 43.21C RCW, requires all governmental agencies
to consider the environmental impacts of a proposal before making decisions. An Environmental;Impact
Statement (EIS) must be prepared for all proposals with probable significant adverse impacts1' on the
quality',of the environment. The purpose of this.checklist is to provide information to help you sand the
agency identify impacts from your proposal (and to reduce or avoid impacts from the proposal, if it can
be done) and to help t e agency decide whether an EIS is required.
INSTRUCTIONS FOR APPLICANTS:
This environmental checklist asks you to describe some basic information about your proposal.
Governmental agencies use this checklist to determine whether the environmental impacts of your
proposal are significant, requiring preparation of an EIS. Answer the questions briefly, with t 'e most
precise information known, or give the best description you can.
You must answer each question accurately and carefully, to the best of your knowledge. In mos cases,
you should be able to answer the questions from your own observations or project plans without the need
to hire experts. If you really do not know the answer, or if a question does not apply to your proposal,
write "do not know" or"does not apply". Complete answers to the questions now may avoid unnecessary
delays later.
Some questions ask about governmental regulations, such as zoning, shoreline, and landmark
designations. Answer these questions if you can. If you have problems, the governmental agencies can
assist you.
The checklist questions apply to all parts of your proposal, even if you plan to do them over a period of
time or on different parcels of land. Attach any additional information that will help describe your
proposal or its environmental effects. The agency to which you submit this checklist may ask you to
explain your answers or provide additional information reasonably related to determining if there May be
significant adverse impact.
USE-OF CHECKLIST FOR NONPROJECT PROPOSALS:
Complete this checklist for nonproject proposals, even though questions may be answered "dioes not
apply." IN ADDITION, complete the SUPPLEMENTAL SHEET FOR NONPROJECT ACTIONS ( art D).
For nonproject action (actions involving decisions on policies, plans and programs), the references in
the checklist to the words "project," "applicant," and "property or site" should be read as "proposal,"
"proposer," and "affected geographic area,"respectively.
LOnr,i•
E
CJ7 y o err C ;
BUG 13 /998
RE,
s s
•
Environmental Checklist
A. BACKGROUND
1. Name of proposed project, if applicable:
BP GAS STAT •ON
2. Name of applicant:
TOSCO MARKETING COMPANY
3. Address and phone number of applicant and contact person:
3977 LEARN WAY NW SEATTLE, WA 98107
CONTACT: ANGIE MOFFETT C/0 ARCHITEKTON ( 425) 637-1007
12951 BEL-RED RD. SUITE 110 BELLEVUE, WA 98005
4. Date checklist prepared:
AUGUST 5TH, 1998
5. Agency requesting checklist:
CITY OF RENTON
•
6. Proposed timing or schedule (including phasing, if applicable):
90 DAY CONSTRUCTION SCHEDULE FROM APPROVAL
7. Do you have any plans for future additions, expansion, or further activity related to or connected
with this proposal? If yes, explain.
NO
8. List any environmental information you know about that has been prepared, or will be prepared,
directly related to this proposal.
SEE GEOTECHNICAL REPORT
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.
NO
10. List any governmental approvals or permits that will be needed for your proposal, if known.
FIRE PERMIT- CITY OF RENTON, PSAPCA 30 DAY NOTICE
DEPT. OF ECOLOGY- NOTICE OF CONSTRUCTION
11. Give brief, complete description of your proposal, including the proposed uses and the size of
the project and site.
SEE ATTATCHED PROJECT NARATIVE FOR DETAIL. REMOVE EXISTING
UST'S AND REPLACE WITH NEW.
2
. a
Environmental Checklist
12. ;Location of the proposal. Give sufficient information for a person to understand the precise
location of you 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
j 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.
2022 S. PUGET DRIVE
RENTON, WA 98055
BENSON ROAD & PUGET DRIVE
i
B. ENVIRONMENTAL ELEMENTS
1. EARTH
a. General description of the site (circle one),0 oiling,.hilly,:steep.slopes, mountainous, •
other .
b. What is the steepest slope on the site (approximate percent slope?)
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.
RA
d. Are th re surface indications or history of unstable soils in the immediate vicinity? If so, .
describe.
I
1.lA
e. Describe the purpose, type, and approximate quantities of any filling or grading
proposed. Indicate source of fill.
30 CUBIC YARDS
f. Could erosion occur as a result of clearing, construction, or use? If so, g 1 nerally
I describe.
YES, SEE STANDARD EROSION CONTROL PLAN.
g. About what percent of the site will be covered with impervious surfaces after' project
construction (for example, asphalt or buildings)?
85%
3 I
Environmental Checklist
•
h. Proposed measures to reduce or control erosion, or other impacts to the earth, if any:
SEE STANDARD EROSION CONTROL MEASURES .
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.
• I
TYPICAL CONSTRUCTION EMISSIONS
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:
NORMAL CITY APPROVED CONSTRUCTION HOURS .
3. WATER
a. Surface Water:
1) Is there alny surface water body on or in the immediate vicinity of the site (including year-
round and seasonal streams, saltwater, lakes, ponds, wetlands)? If yes, describe type
and provide names. If appropriate, state what stream or river it flows into.
NO
• 2) Will the project require any work over, in, or adjacent to (within 200 feet) the described
waters? If yes, please describe and attach available plans.
NO
•
3) Estimate the amount of fill and dredge material that would be placed in or removed from
surface water or wetlands and indicate the area of the site that would be affected.
Indicate the source of fill material.
NONE
4) Will the proposal require surface water withdrawals or diversions? Give general
description, purpose, and approximate quantities if known.
•
NO
5) • Does the(proposal lie within a 100-year flood plain? If so, note location on the site plan.
NO
4
•
Environmental Checklist
6) Does the proposal involve any discharges of waste materials to surface waters? If so,
describe the type of waste and anticipated volume of discharge.
NONE
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.
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.f (lowing
chemicals...; agricultural; etc.). Describe the general size'ofthe system;•the•nuiinber 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 collect on and
disposl, if any (include quantities, if known). Where will this water flow? Will t 's water
flow into other waters, If so,describe.
THE STORMWATER SYSTEM WILL BE PROTECTED FROM SITE WORK.
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 im•acts, if
any:
SEE EROSION CONTROL MEASURES.
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
X shrubs
x grass
casture
rop or grain
wet soil plants: cattail, buttercup, bulirush, 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?
NONE
5
•
Environmental Checklist •
c. List threatened or endangered species known to be on or near the site.
NONE
d. Proposed landscaping, use of native plants, or other measures to preserve or enhance
vegetatioln on the site, if any: •
•
ALL EXISTING LANDSCAPING SHALL REMAIN AND IS TO BE RETAINED.
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: (see next page)
Birds: hawk, heron, eagle, songbirds, other NONE
Mammals: deer, bear, elk, beaver, other NONE
Fish: bass, salmon,trout, herring, shellfish, other NONE
b. List any threatened or endangered species known to be on or near the site. .
NONE
c. Is the site part of a migration route? If so, explain
NO
d. Proposed measures to preserve or enhance wildlife, if any:
NONE j
•
6. ENERGY AND NATURAL RESOURCES
a. What kinds of energy (electric, natural gas, oil, wood stove, solar) will be used to meet
the completed project's energy needs? Describe whether it will be used for heating,
manufacturing, etc.
ELECTRIC •
.
— 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 otherproposed measures to reduce or control energy impacts, if any:
NONE
7. ENVIRONMENTAL HEALTH
6
I I .
Environmental Checklist
L
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 '
proposl? If so, describe.
POSSIBLEI HAZARDS OF WORKING WITH FUEL TANKS.
.
1) Describe special emergency services that might be required.
ON SITE SAFETY MEASURES— CITY RESOURCES.
2) Proposed measures to reduce or control environmental health hazards, if any:
SPECIFIC CONSTRUCTION PROCEDURES. .
b. Noise
1) What types of noise exist in the area which may affect your project (for example: traffic,
equipment, operation, other)?
NON
2) WtiatTypes 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.
TYPICAL CONSTRUCTION NOISE DURING CITY APPROVED HOURS.
3) Proposed measures to reduce or control noise impacts, if any:
WORK ONLY DURING CITY APPROVED HOURS.
•
8. LAND AND SHORELINE USE
a. What is the current use of the site and adjacent properties?
GAS STATION— RETAIL COMMERCIAL, MULTI—FAMILY RESIDENTIAL
.
b. Has the site been used for agriculture? If so, describe.
NO
c. Describe any structures on the site. .
•
GAS CANOPY, CONVENIENCE STORE
d. Will any structures be demolished? If so,what?
NO
e. What is the current zoning classification of the site?
B-1 BUSINESS
f. What is the current comprehensive plan designation of the site?
UNKNOWN
7
Environmental Checklist
g. If applicable,what is the current shoreline master program designation of the site?
NONE
h. Has any part of the site been classified as an "environmentally sensitive" area? If so,
specify. •
NO
i. Approximately how many people would reside or work in the completed project?
2-3 EMPLOYEES
j. NONE xim'ately how many people would the completed project displace?
k. Proposed measures to avoid or reduce displacement impacts, if any:
NONE
I. . Proposed measures to ensure the proposal is compatible..with existing and projected
land uses and plans, if any:
1
EXISTING USE MAINTAINED.
9. HOUSING
a. Approximately how many units would be provided, if any? Indicate whether high,
middle, or low-income housing.
NONE
b. Approximlately how many units, if any, would be eliminated? Indicate whether high,
middle, or low-income housing.
NONE
c. Proposed measures to reduce or control housing impacts, if any:
NONE
10. AESTHETICS
— a. What is the tallest height of any proposed structure(s), not including antennas; what is
the principal exterior building material(s) proposed.
NO ABOVE GROUND CHANGES TO SITE.
b. What views in the immediate vicinity would be altered or obstructed?
NONE
c. Proposed measures to reduce or control aesthetic impacts, if any:
NO ABOVE GROUND CHANGES TO SITE.
8
.
Environmental Checklist -
11. LIGHT AND G RE
a. What type of light or glare will the proposal produce? What time of day would it mainly
occur?
NONE
b. .Could light or glare from the finished project be a safety hazard or interfere with views?
NO
I �
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:
NO ABOVE GROUND CHANGES TO SITE.
12. RECREATION1
•
a. What designated and informal recreational opportunities are in the immediate vicinity?
NONE
b. Would the proposed project displace any existing recreational uses? If so, descri l e.
NO
I
c. Proposed measures to reduce or control impacts on recreation, including recreation
opportunities to be provided by the project or applicant, if any:
NONE
13. HISTORIC AIID CULTURAL PRESERVATION
•
a. Are there any places or objects listed on, or proposed for, national state, for local
preservation registers known to be on or next to the site? If so, generally describe.
NO
b. . Generally describe any landmarks or evidence of historic, archaeological, scieitific, or
cultural importance known to be on or next to the site.
NONE
c. Proposed measures to reduce or control impacts, if any:
NONE
14. TRANSPORTATION
a. Identify public streets and highways serving the site, and describe proposed access to
the existing street system. Show on site plans, if any.
•
BENSON ROAD, SOUTH PUGET DRIVE
9
Environmental Checklist
b. Is site currently served by public transit? If not, what is the approximate distance to the
nearest transit stop?
UNKNOWN
c. How many parking spaces would the completed project have? How many would the
project eliminate?
NO PARKING WILL BE ELIMIATED.
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.
NO NEW TRIPS
g. Proposed measures to reduce or control transportation impacts, if any:
NONE
15. PUBLIC SERVICES
a. Would the project result in an increased need for public services (for example: fire
protection, police protection, health care, schools, other)? If so, generally describe.
NO •
b. Proposed measures to reduce or control direct impacts on public services, if any.
NONE
16. UTILITIES
i
a. Circle utilities currently available at the site: electricity natural gas tziD refuse
servic elephon anitary sewe, septic system, other.
10
Environmental Checklist
b. Describe the utilities that are proposed for the project, the utility providing the service,
and the general construction activities on the site or in the immediate vicinity which
might be needed.
NO NEW UTILITIES.
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 lof 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: Ai 1\-,t � 1-- -
Date: �, i 7
` I
•
11
Environmental Checklist
D. SUPPLEMENTAL SHEETS FOR NONPROJECT ACTIONS
..t;ese,:.::he.:::.s:.:s :...:...::;:<Q..::.y;:.:h..:::.;used.:for 'act 10::.0<lnv.:olv.:ln : tIi00on: <4n< ol10 :: la 04 d
ro rams>::: .ou:da nbf:need::ta:f irait?tNiki
::Y . . . .. .... .. : sheefs.for ro ect:acttons ;::<::::>::::>::::::::>::::>::::>:::<:>::»>::>::»>:>;::::>:<:::»::::;><;:>;::::;:;>::
Because these questions are very general, it may be helpful to read them in conjunction with the.
list of the elements of the environment.
When answering these questions, be aware of the extent the proposal, or the types of activities
likely to.result from the proposal, would affect the item at a greater intensity or at a faster rate
than if the proposal were not implemented. Respond briefly.and in general terms.
1. How would the proposal be likely to increase discharge to..water;.:emissions to air; production,
storage, or release of toxic or hazardous substances; or production.of.noise?
Proposed measures to avoid or reduce such increases are:
2. How would the proposal be likely to affect plants, animals, fish, or marine life?
Proposed measures to protect or conserve plants, animals, fish, or marine life are:
3. How would the proposal be likely to deplete energy or natural resources?
Proposed measures to protect or conserve energy and natural resources are:
4. How would the proposal be likely to use or affect environmentally sensitive areas or areas
designated (or eligible or under study) for governmental protection; such as parks, wilderness,
wild and scenic rivers, threatened or endangered species habitat, historic or cultural sites,
wetlands, flood plains, or prime farmlands?
_ I
Proposed measures to protect such resources or to avoid or reduce impacts are:
5. How would the proposal be likely to affect land and shoreline use, including whether it would
allow or encourage land or shoreline uses incompatible with existing plans?
Proposed measures to avoid or reduce shoreline and land use impacts are:
12
www.architekton.com
•
ARCHITEKTON Job #298041
Tosco, Site 5508/11053-Renton
2022 S. Puget Drive
Renton, Washington 98055
Project Narative
The project consists of modifications to an existing BP fueling and Circle K
convenience store facility on a 32,067 square foot/ 0.7362 acre site.
The existing facility includes:
I 1. (4) Multi-Product Fuel Dispensers
2. (1) Fueling Canopy
3. (3) underground fuel storage tanks
4. Related (to above) piping and environmental systems
5. (1) Convenience store building
6. (1) Restrooms building
7. (1) Trash enclosure
8. (1) Freestanding identification sign
The proposed work at the site includes:
1. Removal of existing concrete tank slab
2. Removal and replacement of existing underground fuel storage tanks
3. Construction of new concrete tank slab
4. Removal and replacement of existing underground product, vent and
stage 2 piping.
5. Removal and replacement of existing fuel dispensers.
6. Modifications to existing fueling islands.
7. Installation of"point-of-sale" and intercom systems.
8. Repair o I existing concrete and asphalt paving damaged or removed
due to the above work.
The proposed world at the site does not include modifications to:
1. The existing fueling canopy
2. The existing buildings
3. The existing trash enclosure DEV E OF;:HENT PL
4. The existing site drives, lighting, signage, etc. CI-Pt OF RENTOi•4
5. The existing landscaping AUG 1 3 1993
R.ECEIVED
12951 Bel-Red Rd,110 Bellevue,WA 98005
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#N V1RONM E NTAL,kSSESSM E N T
}
• BP SERVICE STATION No. 1 1053
2022 South Puget Drive
Renton, Washington
i
Prepared for
BP Oil Company
p Y
osoe
��oQ ;N.�°N W-6414-1
• ikce-G March, 1992
•
RZA AGRA, Inc. AGRA
Engineerin,g&Environmental Services Earth&Environmental Group
f
Environmental Assessment
BP Service Station Number 11053
2022 South Puget Drive
Renton, Washington
Prepared for
BP Oil Company
2868 Prospect Drive
Suite 360
Rancho Cordova, California 95670
Prepared by
RZA AGRA, Inc.
11335 Northeast 122nd Way
Suite 100
Kirkland, Washington 98034-6918
March 1992
W-6414-1
j i
TABLE OF CONTENTS
W-6414-1
1.0 SUMMARY 1
2.0 PROJECT DESCRIPTION 2
3.0 SITE CONDITIONS 3
4.0 SUBSURFACE EXPLORATION PROGRAM 3
5.0 SUBSURFACE CONDITIONS 3
5.1 Subsurface Conditions: Soil 4
5.2 Subsurface Conditions: Groundwater 4
6.0 QUANTITATIVE LABORATORY ANALYSIS 4
6.1 Quantitative Analysis of Soils 5
6.2 Quantitative Analysis of Groundwater 6
7.0 CONCLUSIONS 6
8.0 CLOSURE 7
Enclosures: Table 1 -Analytical Results: Soil
Table 2 -Analytical Results: Groundwater
Figure 1 - Ste Vicinity Map
Figure 2 -Site and Exploration Plan
Appendix A - Subsurface Exploration Procedures and Boring Logs
Appendix B -Analytical Test Reports: Soil
Appendix C-Analytical Test Reports: Groundwater
i
ENVIRONMENTAL ASSESSMENT W-6414-1
BP SERVICE STATION NUMBER 11053
2022 SOUTH PUGET DRi4E
RENTON, WASHINGTON
1.0 SUMMARY
The following report presents the results of our subsurface exploration program and analytical testing of ils
and groundwater at the abol ve referenced site. The field work for this evaluation was performed from 22
January 1992 to 12 February 1992. The purpose of this project was to quantitatively evaluate the site i'vith
respect to potential subsurface petroleum hydrocarbon impacts. The scope of work consisted of advancing
exploratory borings B-3 through B-5, Installation of monitoring wells MW-3 through MW-5 in the boring Is at
the time of drilling, soil and groundwater sampling, analytical laboratory testing of selected soil and
groundwater samples, data interpretation, and preparation of this report.
A brief summary of the significant findings outlined in this report Is presented below:
o Three soil borings (B-3 through B-5) were advanced and monitoring wells (MW-3 through
MW-5) wer i installed in each of the borings at the subject property on 22 and 23 January
1992 for the purpose of collecting soil and groundwater samples;
o Subsurface soils encountered generally appeared to consist of loose to medium dense,
moist to wet, grayish brown, silty fine to medium sand with some gravel to a depth of;18
to 25 feet blow the existing site grade, and were underlain by very dense, moist to 'et,
gray, silty fire to medium sand with gravels to the maximum extent of each boring;
o Groundwater was encountered in monitoring wells MW-3 through MW-5 at depths ranging
from 19 to 22 feet below grade at the time of drilling. Subsequent measurements indicated
a depth to groundwater of 20.5 feet in MW-3 and 21.8 feet in MW-4, and that groundwater
— was not prel ent In MW-5;
o No liquid plhase petroleum hydrocarbons were noted in the wells during water level
measurement and sampling events;
o ' Based on the analytical test results it appears that the soils and groundwater in the vicinity
of monitoring well MW-3, near the USTs, has been impacted by purgeable hydrocarbons
and BTEX at concentrations ranging up to 410 ppm TPH in soil and 8,700 ppb benzene, in
' water.
W-6414-1 BP OA Company
Page 2 13 March 1992
This summary Is presented for Introductory purposes only and should be used In conjunction with the full
text of this report. The prof ct description, site conditions, subsurface exploration and Investigation results
are presented within the remainder of this report.
2.0 PROJECT DESCRIPTION
This report presents the ref ults of our subsurface petroleum hydrocarbon evaluation at the BP Service
Station (No.11053) located at 2022 South Puget Drive In Renton, Washington. The purpose of this study
was to evaluate the site's subsurface soils and groundwater conditions to determine if any purgeable
hydrocarbon, BTEX or lead impacts have occurred due to the current or former activities on the site, and
to evaluate the field and laboratory data with regard to current regulatory criteria. This work was performed
so that it could be utilized in planning an efficient tank removal program for the subject site. During this
evaluation RZA-AGRA, Inc. completed the following work:
o Drilled and 'soil sampled three soil borings;
o Screened collected soil samples for the presence of volatile organic vapors using a field
screening Instrument;
o Based on field screening, selecting soil samples for laboratory analyses;
o Measured water levels in the monitoring wells and checked for the presence of liquid
petroleum hydrocarbons;
o Sampled groundwater from the monitoring wells in each boring for laboratory analysis;
o Performed appropriate laboratory analysis on the selected soil and groundwater samples;
o Evaluated the collected data and preparation of the following report.
This report has been prepared for the exclusive use of BP OH Company, and their agents for specific
application to this project ii'general accordance with the BP OH Company Site Assessment Guidelines,
locally accepted environmental assessment practices and our approved scope of work. No warranty,
expressed or implied, is male. In the event that other information regarding the site conditions becomes
known, or if there are any changes to the existing site or nearby properties,the conclusions of this report
should be reviewed and, If(necessary, modified by our office to reflect any updated site Information and
conditions.,
I �
•
BP OH Company W 14-1
13 March 1992 Page 3
3.0 SITE CONDITIONS
The subject site Is located co
rner 2022 South Puget Drive at the north of South Puget Drive and Benson
Road South in Renton, Washington. The site is a somewhat triangular shaped parcel measuring
approximately 125 feet by'300 feet. Topographically, the site slopes moderately to the northwest The
parcel Is bound on the east and north by commercial retail and commercial office properties, and on the
southwest by a steeply sloping greenbelt.
The station consists of a retail building which is located at the north central portion of the property, and
canopy structures which a le located to the east and west of the retail building. One pump island is present
under each of the canopy structures. Three USTs are present at the south central portion of the property.
Two previously existing monitoring wells are present at the site. One of these wells (MW-1) is located to
the northeast of the USTs nd the other (MW-2) is located near the northeast corner of the parcel. T he
depth of these wells are 17 feet and 19 feet below the existing grade. No groundwater was observed in
these wells during this proji ct. The approximate site boundaries, service station structures, underground
storage tanks and exploration locations are presented in the Site and Exploration Plan, Figure 2.
4.0 SUBSURFACE EXPLORATION PROGRAM
Our subsurface exploration program for this project included the advancement of three borings and the
installation of monitoring wells in each boring at the locations indicated on the site and exploration plan,
Figure 2. Drilling and well installation occurred on 22 and 23 January 1992 and was completed using a truck
mounted hollow stem auger drill rig operated by a local drilling company under subcontract to our firm. Ti he
borings were terminated at depths ranging from 25 to 30 feet below the existing grade. Soil samples Were
collected at the time of drilling for chemical analysis. Four inch inside diameter monitoring wells were
installed in the borings. After the completion of the borings and well installations,the wells were developed
and the groundwater sampled for analysis. A more detailed description of the subsurface exploration
procedures followed during this project has been included In Appendix A.
5.0 SUBSURFACE CONDITIONS
Soil samples were collected at approximately five foot depth intervals from the four borings at the time
of
drilling. Collected soil samples and subsurface conditions were logged by an experienced environmental
geologist. Detailed interpretive boring logs showing well designs are presented in Appendix A. Groundwater
conditions on the site were evaluated utilizing data obtained from the monitoring wells Installed during our
investigation.
1 1
W-6414-1 BP Oil Company
Page 4 13 March 1992
5.1 Subsurface Conditions: SoIl
Subsurface soils encountered In our exploratory borings appeared to be deposits of glacial till and generally
consisted lof loose to medium dense, moist to wet, grayish-brown, silty fine to medium sand with s®' me
gravels to a depth of 18 to 25 feet below grade. The surface soils are underlain by very dense, moist to wet,
gray silty fine to medium coarse sand with gravels from a depth of 18 to 25 feet to the maximum extent of
the borings. Surficial geol gic maps Indicate that the area of the subject site Is characterized by deposits
of glacial till deposited during the Vashon Stade of the Fraser glaciation.
5.2 Subsurface Conditions: Groundwater
Groundwater was encountered at depths ranging from 19 to 22 feet below the existing grade while drilling.
Subsequent measurements; of fluid levels in the monitoring wells following well development indicated that
the depth to groundwater In monitoring well MW-3 is 20.5 feet below grade, and that the depth to
groundwater in monitoring well MW-4 is 21.8 feet below grade. Although it appeared that a water bearing
sand seam was encountered In boring B-5 at the time of drilling, no water was present In monitoring well
MW-5 at the time of development or sampling. No liquid phase petroleum hydrocarbons were noted in any
of the monitoring wells at the site.
Because groundwater was not present in three of the five monitoring wells at the subject site, we were
unable to determine a groundwater gradient based on fluid level measurements. However, it can generally
be assumed that the groundwater gradient somewhat follows the topographic gradient. Therefore, for the
purposes of this study,we have assumed a groundwater gradient to the west. This conclusion is based on
simplified assumptions, and actual groundwater conditions may vary depending on seasonal variations in
precipitation, changes in side utilization, and other factors.
6.0 QUANTITATIVE LABORATORY ANALYSIS
Soil and groundwater sa Iples were selected for laboratory analysis based on BP 011 Company site
assessment guidelines, and our approved scope of work. Submitted soil samples were selected on the
basis of noticeable hydro;arbon odor, depth with respect to groundwater and/or field headspace
measurements. Groundwater samples were collected from each of the monitoring wells for analysis.
BP Oil Company W-64114-1
13 March 1992 Page 5
Two soH samples from each of the borings were analyzed for the presence of purgeable hydrocarbons BTEX
and lead by the following parameters:
o Gasoline range total petroleum hydrocarbons (TPH) by Ecology test Method WTP -G
(modified EPA Method 8015);
o Benzene, toluene, ethylbenzene and xylenes (BTEX) by EPA test Method 8020;
o Total lead by EPA test method 7420.
Collected groundwater samples were analyzed for the presence of purgeable hydrocarbons BTEX,total lead,
dissolved lead and turbiditl) by the following parameters:
o Gasoline range total petroleum hydrocarbons (TPH) by Ecology test Method WTPH-G
(modified EPA Method 8015);
o Benzene, toluene, ethylbenzene and xylenes (BTEX) by EPA test Method 8020;
o Total lead and dissolved lead by EPA test method 7421;
o Turbidity.
The analytical test results for the submitted soil and groundwater samples have been summarized in Tables
1 and 2, respectively. The laboratory test reports for the soil and groundwater analysis are Included in
Appendix B and Appendix C, respectively.
6.1 Quantitative Analysis of Soils
Purgeable hydrocarbons were detected in soil sample B3-S4 at a concentration of 3.3 parts per million
(ppm), in soil sample B3-S5 at a concentration of 410 ppm, and in soil sample B4-S2 at a concentratio of
6.9 ppm. Purgeable hydrocarbons were not detected at concentrations above the method detection limit
in any of the other samples submitted for analysis.
BTEX concentrations in the submitted soil samples were reported to range from below the method detection
limit to 2.9 ppm xylenes in siamples B3-S5 and B4-S2 as Indicated by the quantitative analysis. BTEX was
detected only in soil samples B3-S5 and B4-S2, and the Indicated concentrations do not exceed Ecology
MTCA Method A numerical cleanup criteria for those compounds.
W-6414-1 BP Oil Company
Page 6 13 March 992
Analysis for total lead by EPA test method 7421 Indicated concentrations which ranged from 12 ppm In soil
sample B3S5 to 24 ppm In sample B4-S2. These concentrations do not exceed the Ecology MICA Method
A numerical dean-up criteria of 250 ppm for lead In soils.
6.2 Quantitative Analysis of Groundwater
Purgeable hydrocarbons Were not detected at concentrations above the method detection limit In,the
groundwater sample collected from monitoring well MW-4 when analyzed by Ecology test method WTPH-G.
Purgeable hydrocarbons wire detected using test method WTPH-G in the sample collected from monitoring
well MW-3:at a concentration of 27,000 parts per billion (ppb).
Benzene, toluene, ethylbenzene and xylenes were not detected in the groundwater sample collected from
monitoring)well MW-4 at concentrations above the method detection limits. However, benzene, toluene,
MI
ethylbenzene and xylenes ere detected in the groundwater sample collected from monitoring well N-3 ,
at concentrations of 8,700 pb, 110 ppb, 320 ppb and 960 ppb, respectively.
Total lead and dissolved lead were not detected at concentrations above the method detection limit in the
groundwater samples collei ed from monitoring well MW-4. However total lead and dissolved lead as
detected in the groundwater sample collected from monitoring well MW-3 at concentrations of 4.4 ppb land
1.9 ppb, respectively. Tf ire lead concentrations reported for the groundwater samples collected ffom
monitoring well MW-3 are not above the MTCA Method A numerical clean-up criteria of 5 ppb for lea in
groundwater.
Submitted groundwater samples were also analyzed for turbidity. The turbidity value for the groundwater
sample collected from monitoring well MW-3 and MW-4 was determined to be 280 nephelometric turbil ity
units (NTU) and 520 NTU, respectively. These values generally represent very turbid groundwater samples.
7.0 CONCLUSIONS
Based on our field observatgons and the results of the analytical testing, it appears that the soils in the area
of boring B..3 (located northwest of the UST's) have been adversely impacted by purgeable hydrocarbons.
Soil sample B3-S5,collectedfrom a depth of approximately 22.5 feet below grade,exhibited concentrations
of gasoline'range petroleum hydrocarbons above Washington State Department of Ecology Model Topics
Control Act(MTCA) Method A dean-up criteria. At this time, insufficient data exists to determine the lath•ral
extent of this occurrence.
1
I
BP Oil Company W-6414-1
13 March 1992 Page 7
It also appears,based on our field observations and the results of the analytical testing,that the groundwater
at the subject she has been adversely Impacted by petroleum hydrocarbons. Purgeable hydrocarbons,
benzene,toluene,ethylbenzene,and xyienes were detected in monitoring well MW-3(located near the USTs)
at concentrations which are above Ecology MTCA Method A numerical dean-up criteria. There is also
insufficient data to determine the lateral extent of this occurrence.
8.0 CLOSURE
The information In this report is based on our field observations, explorations, and the laboratory analysis
accomplished for this study. The conclusions presented are professional opinions and reflect our
interpretation of the analytical laboratory test results, as well as our experience and observations during
project field studies. The n lmber,locations,and depths of the explorations, including the analytical testing
scope,were completed within the site and scope of work constraints so as to yield the Information required
to formulate our conclusions.
We appreciate this opportunity to be of continued service to BP Oil Company. If you have any questions,
please do not hesitate to call at your earliest convenience.
Respectfully submitted,
RZA AGRA, Inc.
David A. St:John
Environmental Geologist
ohn T. Cooper
Project Environmental Geologist
David G. Cooper
Associate Environmental Geologist
TABLE 1: Analytical Results -Soil
BP Service Station No. 11053
2022 South Puget Drive
Renton, Washington
W-6414-1
Boring Sample Depth Total
Number I.D. 1(feet) WTPH-G B T E X Lead
B3 84 117.5 3.3 - - 13
B3 S5 22.5 -410 - 0.82 1.4 2.9 12
B4 S2 7.5 6.9 0.3 - 0.22 2.9 24
B4 84 117.5 14
B5 S2 1 6.5 22
B5 84 116.5 _ 15
Laboratory Detection Limit 1 0.05 0.1 0.1 0.1 7.5
MTCA Method A Clean-up 1 100 0.5 40 20 20 250
Notes:
All indicated concentrations are expressed in pests per million(ppm)
Sample locations are indicated on Figure 2,Site and Exploration Plan
-Not detected at conoentrations above the method detection limit
Concentration above MTCA Method A numerical clean-up criteria
Laboratory Test Methods
WTPH-G-Washington Total Petroleum Hydrocarbons(gasoline range)by EPA method 5030/8015
BTEX-Benzene,toluene,ethylbenzene,and xylenee by EPA method 8020
Total Lead by EPA method 7420
TABLE 2: Laboratory Results -Groundwater
BP Service Station No. 11053
2022 South Puget Drive
Renton, Washington
W-6414-1
Well Total Dissolved
Number Date WTPH-G B T E X Lead Lead Turbidity
MW-3 2/12/92 27,000 °8,700 :>:'110 .320 860 4.4 1.9 280 I'
MW-4 2/12/92 - - - _ - - - - 520
Detection Limit I 50 • 0.5 0.5 0.5 0.5 1 1 1
MTCA Method A Clean-up 11,000 5 40 30 20 5 5 N/A
Notes:
All indicated ooncbntrabons,exoept turbidity,are expressed in parts per billion(ppb)
Turbidity expressed as nephelometric turbidity unite(NTU)
Monitoring well locations are indicated on Figure 2,Site and Exploration Plan
-Not detected at concentrations above the method detection limit
Concentrations above MICA Method A numerical clean-up criteria
Laboratory Test Methods
WTPH-G-Washington Total Petroleum Hydrocarbons(gasoline range)by EPA method 5030/8015
BTEX-Benzene,toluene,ethylbenzene,and xylenee by EPA method 8020
Total lead and dissolved lead by EPA method 7421
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II
RZA-AGRA W o W-6414-1 BP SERVICE STATION No. 11053
ENGINEERING 8 ENVIRONMENTAL SERVICES DESIGN DAS RENTON. WASHINGTON
11335,N.E. 122nd Way DRAWN MJF
Suite 100 DATE FEB 1992 VICINITY MAP
Kirkland, Washington
9803I-6918 SCALE N.T.S. FIGURE 1
1 /
/
r .k, 1 ,
7.
BENSON HIG"
� '
1 //
I
SIDEWALK -./
i ►• �� M W—4
-� [\ N• • DEPTH 7.5' 17.5'�'
cr OA
•
rN
T ND
LIJ C� TRASH E D�9 / ,
O •i (BIN TPH P
CC
►�
E'1 /.
•
• '
S
MW-2 / �- - --
PO MI
\ , Z
I. < S
J
BUII% ' D_
•>
%f fir, MW—CORING/MONITORING WELL NUMBER
• Y DEPTH es I ND LOCATION
r\ 8 B ND
ND
• a icc TOIL SAMPLE TEST RESULTS
► TPH ND
% IANUARY, 1992
• ', i
• 'ONCENTRATIONS IN PARTS PER MILLION (PPM)
SOT DETECTED. BELOW METHOD DETECTION LIMIT
•
,ENZENE BY EPA METHOD 8020
TIOLUENE BY EPA METHOD 8020
•THYLBENZENE BY EPA METHOD 8020
YLENES BY EPA METHOD 8020
TOTAL PETROLEUM HYDROCARBONS
IY EPA METHOD 8015 MODIFIED
I B ND 0.5
I
T ND 40
I E ND 20
I X ND 20
i TPH ND 1400
\ \ \ MTCA CLEANUP LEVELS
i CONCENTRATIONS IN PPM
1 COMPOUNDS
I
I
1 BP SERVICE STATION No. 11001 9
RENTON, WASHINGTON
I II
SITE AND, EXPLORATION PLAN
FIGURE 2
1 DRAWING NO. \BA\W-8414-1\BTEX.OWG
APPENDIX A
SUBSURFACE EXPLORATION PROCEDURES AND EXPLORATION LOGS
Subsurface Explorations
The field exploration program conducted for this study consisted of advancing four hollow stem auger
borings. The approximate locations are illustrated on the Site and Exploration Plan, Figure 2. T se
locations were obtained In(the field by taping and pacing from existing site features.
The borings were advanced on 22 and 23 January 1992 by a local exploration drilling company under
subcontract to our firm. E ich boring consisted of advancing a six Inch inside diameter hollow stem auger
with a truck mounted drill rig. During the drilling process,samples were generally obtained at five foot depth
intervals. Borings were continuously observed and logged In the field by an experienced environmental
geologist from our firm. Prior to advancing each of the borings, the drilling equipment and sampling tools
were steam cleaned.
Characterization of Soil
Disturbed soil samples were obtained using the Standard Penetration Test procedure as described In
ASTM:D-1586. This test and sampling method consists of driving a standard two inch outside diameter i plit
barrel sampler a distance of 18 inches into the soil with a 140 pound hammer free falling a distance of 30
inches. The number of blows for each six inch interval is recorded. The number of blows required to drive
the sampler barrel the final 12 inches is considered to be the Standard Penetration Resistance ('N') or blow
count. If a total of 50 blows is recorded within one six inch interval,the blow count is recorded as 50 blows
for the actual number of inches of penetration. The blow count or 'N' value, provides a measure of the
relative density of granular soils or the relative consistency of cohesive soils. The blow counts are presented
in the boring logs in this appendix.
Soil Sampling Procedures
The soil samples were recovered at each interval using procedures designed to minimize the risk of cross
contamination. Prior to eaih boring, the drilling equipment and sampling tools were scrubbed with a riff
brush in a detergent solution consisting of Alconox and water, rinsed with potable water and rinsed again
with deionized water. The samples were classified in the field and immediately transferred to laboratory
prepared glass jars and tightly sealed with a Teflon lined threaded cap. Collected samples were stored and
transported in a chilled chest throughout the field program. Selected soil samples were subsequently
transferred to the analytical laboratory in accordance with RZA AGRA chain-of-custody procedures.
r "
Headspace Screening Procedures
Headspace measurements yield a semi-quantitative measurement of a volatile gas concentration In the
volume of a closed container partially occupied with soil. The measurements are used to facilitate selegting
an appropriate soil sampi to submit for chemical laboratory analysis. The screening Involved pla ing
approximately four ounces of sampled soils directly Into a resealable plastic bag. The sample was hen
shaken vigorously for app oximately 15 seconds and a headspace reading was taken after plunging the
probe of a photionization oiganic vapor meter(OVM)through the plastic bag. The highest value displayed
by the instrument was recirded for each sample. The OVM is not capable of determining the specter of
organic compounds or their actual concentration In the soil sample. Therefore, this method is considered
to be a rough screening tool that aids in detecting the presence of organic compounds.
Water Sampling Procedu es
Prior to sampling, the monitoring wells were purged of water to obtain a sample representative of the
formation. !Purging of the wells was accomplished on 3 February 1992 by hand bailing approximately six
well volumes of water using disposable bailers.
Groundwater samples were obtained from each monitoring well for analysis using disposable plastic bailers.
Following sampling, recovered portions were immediately placed in laboratory prepared glass jars and tightly
sealed with a Teflon lined hreaded cap. The samples were stored and transported in a chilled coder
throughout the field program. Groundwater samples were subsequently transferred to the analytical
laboratory in accordance with RZA AGRA's chain-of-custody procedures.
PROJECT BP Service Sty«on No. 11053 W.O.W-&14-1 WELL NO. MW-3
Elevation reference: ' Well completed:22 January 1992
Ground surface elevation: Casing elevation: AS-BUILT DESIGN Page 1
c E SOIL DESCRIPTIION i o 5 o steel monumen� LNG
0 Asphalt'Paving rn o x 3 ' Ground surface
Crushed Rock - - ��// Top of casing
Locking Thermos -
Loase,moist,tannish-brown'SILT with some . - Cap
fine sand and gravels. Cement
- S-1 . 27 0 - Bentonite/Concrete
Medium dense,moist,gray silty SAND Slurry
with some grovels. -1
- 5 - — — - "" Casing -
Loose,moist,grayish brown,1 silty,fine to • (Schedule-40
medium SAND with some gravels. 4-inch I.D. PVC) -
•
Some wood debris present S-2 ' 14 3
- 10 - — — — -
- . Bentonite Chip
ti;
S-3 - 4 196 '`�'
- 15 — — — -
N.;.< 10-20 sand
— I - - filter pack -
- WTPH-G
Density increased to medium dense.' S-4 24 403 . B020 _
- 7421
y -
- 20- Density decreased to loose and moisture— T - - Screen -
increased'to moist to wet. in: iiiIiii:
(4-inch I.D.PVC
with
- - 0.02-inch slots)
S-5 - 20 420•
AID - WTPH-G -
8020
• - - - 7421 -
25 - I — — _
Very dense,moist to wet,gray,silty,fine . _
to medium SAND with grov is. _
. J -
I S-6 50/5' 73 1
_r Threaded end cap -
- 30n
Boring terminated at 30 fee!.
LEGEND RZA - AGRA
2-inch O.D. Geotechnical&Environmental Group
Observed groundwater level .
split-spoon;somple AID (ATD a at time of drilling)
11335 NE 122nd Way,Suite 100
Kirkland,Washington 98034-6918
Drilling started: '22 January 1992 Drilling completed: 22 January 1992 Logged by: DAS
it
' PROJECT BP Service Station No. 11053 W.O.W-6414-1 WELL NO. MW-3
•levation reference: Well completed:22 January 1992
• ,• surface elevat Cui
ng ing elevation: AS-BUILT DESIGN Page 2
SOIL DESCRIPTION 1 TESTING
- c 3
0 I S-7 50/6' 33
Borin®terminated at 30 feet.
•
•
- 5 - — — — -
I
- 10 — — —
- 15 — — — _
- 20-
•
•
- 25 — — —
•
- 30-
LEGEND RZA - AGRA
Geotechnlcal&Environmental Group
T 2-Inch O.D: M Observed groundwater level
sdM•spr sample m (ATD a at time of Ming)
11335 NE 122nd Way,Suite 100
Kirkland,Washington 98034-6918
Drilling started: 22 January 1992 Dril:ing completed: 22 January 1992 Logged by: DAS
PROJECT BP Service Stui&on No. 11053 W.O.W-6t14-1 WELL NO. MW-4
Elevation reference: Well completed:23 January 1992
Ground surface elevation: Casing elevation: AS-BUILT DESIGN Page 1
$ SOIL DESCRIPTION o 23 c steel monuutment ed TESTING
' ° <—Ground surface
0 Asphalt Paving I ' Top of casing
Loose,damp to moist,light brown,silty,fine Locking Thermos
to medium SAND with some gravels. - (:� ;'.' Cement t
I S-1 18 5 - `'• � Bentonite/Concrete -
Slurry
- 5 - Loose,moat,brownish gray,silty,fine — — :• -. -
to medium SAND with some gravels. EEC±.: Casing
(Schedule-4
4-inch I.D. PVC) -
- S-2 6 36 WTPH-G -
8020
- d 0 - Color change to light brown. — — -
'. f Bentonite Chip
- S-3 11 2 - ...-Vhe• -
J _ ` ?E 10-20 sand
" ''=` "" ``'` filter pack -
WTPH-G
S-4 s/5' 0 8020 ,
Verydens' moist t t r '' >' 4 1
e, to ,gay,silty,fine to- 2
medium SAND with grovels. ?< -
- 20 - — ....... -
— Screen
- (4-inch I.D. PVC
ATD � � `.'.E
. � :.:.::. with
- 1 `'gig <'' 0.02-Inch slots)
- S-5 •50/5" 0 =
— �`: E .
I S- 50/4- 0
Threaded end cop
- 30 -
Boring terminated at 30 feet. RZA - AGRA
LEGEND
2-inch O.D. IVObserved groundwater level Geoteehnicol&Environments!Group
spN•spoea sample ATD (ATD=at time of drilling)
11335 NE 122nd Way,Suite 100
Kirkland,Washington 98034-6918
Drilling started: 23 January 1992 Drilling completed: 23 January 1992 Logged by: DAS
1
- I ,
IROJECT BP Service Station No. 11053 W.O......
6414-1 WELL NO. MW-S
levation reference: , Well completed:23 January 1992
Ground surface elevation: Casing elevation: AS-BUILT DESIGN Page 1
L 2
SOIL DESCRIPTION c steel ou me lESTINc
, steel monument)
-
IF 3 Ground surce
° Asaholt Paving — /��^ a���
// V , Top of ct�sing
Loose,damp to moist,light brown,silty,lino I :::::: io: Locking Thermos si{{is
to medium SAND with some gravels. - S-1 - 13 0 ;r; • -. Cap
.:::::• ........x.: :f Cement
_L_ 1
, i • . x•:•:•:•:.
; ....::.:::
t : ;, Bentonite/Concrete
Loose,moist,gray,slily,fine to medium " Slurry cl -
5 _ SAND with some gravels. _ _ _ ii-xie Casing -
K'' (Schedule-4
ee-we
4-inch I.D. P1)C)
S-2 " 5 0 - :Y�. ,,,n -
:•:ti{:' }}:Z,
— G
' ` fr j Bentonite Chip 8020ir
- ,: 7421
10 - Increased moisture to moist to wet. — -
. S-3 10 1 -_
iiiiiiijc 10-20 sand
- filter pack
- 15 — — — -
Color chap a to graymottled with
9 _
light brown. S-4 " 2 0 . - Screen
- (4-inch LD. PVC 1 WTPH-G
with 8020 -
- 0.02-Inch slo s) 7421
—. —AID iiii -
S-5 ' 19 1 -
•
Very dense,moist to wet,grog,silty,fine Threaded end cap
to medium SAND with gravels. -- ,
• Boring;terminated at 25 feet - - -
due;to practiacal refusal -
.
- 30_
LEGEND RZA - AGRA
T 2-inch O.D. M Observed groundwater level Geotechnical&Environmental Group
split-spoon sample Am CATD=at time of diking)
11335 NE 122nd Way.Suite 100
Kirkland,Washington 98034-6918
Drilling started: 23 January 1992 Drilling completed: 23 January 1992 Logged by: DAS
ZPT. CREED
=ANALYTICAL_
18939 120th Avenue N.E.,Suite 101 •Bothell,WA 98011.2569
Phone (206) 481-9200• FAX (206)485-2992
1c�:.a.....,:.::•:::,-,.o. .;., «;^•":.,.,..,..:.;....:T::..:^. m cM.. .............. �r�+::y,•,.r< ,z. ..................r;<mx...............:....:. ..w....:«µ::«K•:e:•:<.�.>
P.•:.•,'3�w:a::,x..,..,,..•....,� � �t, .. .. .::,.. .wa.wwurarr•'•:ci:;'riav,'>ai.�:;::c::i:::k•?;:«� :"..:�:rt:::�w,::i.•�•:.v:;�`;:�:::;.;i '•:N�'•.�:.:::::�::,:::,.�.•.�:�:•:�::.•.Yµ�µ.......;.;.
< RZZ/AGRA Client Project ID: B.P. Puget&Benson W-6414-1 tii
11 5 NE 122nd Way, #100 Matrix: Soil fig
Ki and,WA 98034 Analysis for. Total Solids Received: Jan 24, 1992'<
Atte tion: John Cooper First Sample#: 201-0847 1 Feb 6, 1992 :
`'v'v^w.,,2�:1....•:..:•. <'v`i;,�;?X\{.;r:l:ti^::x^:n:.•:T'wp. .TiID.,wni:e.. M?w.vn;Mw.:^!N.•:•'....v�.`y;<!w;.;y:Qpvwy}i;;vmy.yhTY!•
•;•ix•::•: .: :.:.:�::....... ... .. :.:"P':Y....::..,.,:,:;:......:....;.::�:::.:o....:..........:: .............:::5................. ..Hf�nY.•w�eyq?�Y.:':?q'a;?'.•:::..;.Reported:
...?..<;::.+,y,,,..:;.,•::':
�%.w..J',.:Laak��Y�a6a::ay.;<:«..y..,.....,d:�h;.<•�C£w.;;cbiY... ..:..........�1 ...�.;:..:.:.,,,...�y.�...,x w..:i:::,�:.�:..:...,...... <. .,.:. &.a�.:.••.,ww,,.,< a..v,.
., :.yot�b4>'2mD�.....a<o' :rr;000::rN:,.�w:::::k:.;...;•:..;:::•.;;.. ...:......:.. ..•..-,•kx�"`;•:::.::•:•::•.:�:::.:,;.;��::
LABORATORY ANALYSIS FOR: Total Solids
Sample Sample Sample
• Number Description Result •
+01-0847 B3-S4 88
'01-0848 83-S5 89
201-0849 -134-S2 86
201-0850 84-S4 91
201-0851 85-S2 86
01-0852 135-S4 87
North eek Analytical routinely provides analytical results for soils,sediments or sludges in a wet weight as received'basis.
To an.•n dry weight equivalents for regulatory compliance,divide the soil result by the decimal traction of percent solids.
- • EK ANALYTICAL
Bc,• ocanour
Labo tory Director
2010847.RZA <1>
2E-CREEK
•
ANALYTICA
18939 120th Avenue N.E.,Suite 101 •Bothell,WA 98011-2569
I
Phone 06( )4 81 9200• FAX (206) 48 5 2992
...d;•>::•?.;;:::::::::::... ' C.'M".•"`.....;:.:: :=<:�?:::..,:.:•:..,•....:.•:sz•^"s:<::^ :'"'^"".~q?S.•.:•:x.�....... ... ':.•.•7!a."SS:"!'S.•:•.::.:"..y.K...,w�::�?I.y.,.s..,..y.;
ER /AGRA I Client Project ID: B.P. Puget&Benson W-6414-1 Sampled: Jan 22-23,1992
El 11 5 NE 122nd Way, #100 Matrix Descript: Soil Received: Jan 24, 1992`
O:•
IkKir and,WA 98034 Analysis Method: EPA 5030/8015/8020 Analyzed: Jan 30, 1992y
}Att ntion: John Co'o er First Sample#: 201-0847 Reported: Feb P ,�•-•-- r, 1992
:...:.;.v..v::....}.:+:: }h ..♦'+,v.;ti;{•{•?:•?:?:4:•?:6??:i<? ::�.:.....+:.:. �.... ..'.•.•".:::•.'^..............+v.�:::::;.... .::: .:::...:•...:..:..:}}MY,??�!.)!+(.}yw... ..M.N.N!'^:M:Sw.ww.wwN.
+. ..... ........ ..... .::•v:.::::++'24ti+i6+.y...y........:�.�•�{:�._:::::.:::::•:::;;, ............::.{...:.::.+v .::?:.ev:????::i::: ^!^!;yC..•�^:!•f.^!iHw;¢v.:�+::
YWtY}.. .. ....... > t ..Y+X.AOv?Jvadw�•% 00 +AOt:id.VJ06ii+wa _ .7........y.:��.• ........i...n:v:•:;:_. ..:....:.....:::+. :•..::......•:... '.
.eii&ietd'
OTAL PETROLEUM FUEL HYDROCARBONS with BTEX DISTINCTION (WTPH-G/BTEX)
Sample Sample Volatile
P P Ethyl Surrogate
Number Description Hydrocarbons Benzene Toluene Benzene Xylenes Recovery
mg/kg mg/kg mg/kg mg/kg mg/kg %
(PPm) (1)Pm) (PPm) (PPm) (PPm)
01-0847 B3-S4 3.3 N.D. N.D. N.D. N.D. 97
G-2
01-0848 1 133-95 410 N.D. 0.82 1.4 2.9 99
'01-0849 134-92 6.9 0.30 N.D. 0.22 2.9 108
•
'01-0850 B4-S4 N.D. N.D. N.D. N.D. N.D. 1
9
'01-0851 B5-S2 N.D. N.D. N.D. N.D. N.D. 95
.01-0852 B5-S4 N.D. N.D. N.D. N.D. N.D. 92
B 013092 Method Blank N.D. N.D. • N.D. N.D. N.D. 89
•
Dete•tion Limits: 1.0 0.050 0.10 0.10 0.10
•
Volatil_ Hydrocarbons are,quantitated against a gasoline standard (nC5-nC12).Surrogate recovery reported Is for Bromofluorobenzen I.
Malyt.s reported as N.D.were not present above the stated limit of detection.
• e - H C:EEK ANALYTICAL Please Note:
4
The detection limit for Benzene in#201-0848 - 0.40 mg/kg.
e A. -
ocanour
Labor-tory Director ,
I
2010847. <2>
- CREED
ANALYTICA
18939 120th Avenue N.E.,Suite 101 •Bothell,WA 98011-2569
Phone (206) 481-9200• FAX (206) 485-2992
HYDROCARBON ANALYSES FOOTNOTES
11/92)
Code ' Description
VOLATILE HYDROCARBONS - Gasoline Range Organics
G 1 The hydrocarbons present in this sample are primarily due
to extractable diesel range organics.
G 2 The hydrocarbons present in this sample area complex
mixture of both gasoline range and diesel range organics.
G 3 The total hydrocarbon result in this sample is primarily
due tol a peak(s) eluting in the purgeable hydrocakbon
range. Identification and quantitation by EPA 8010, 8021
or 8240 is recommended.
EXTRACTABLE HYDROCARBONS - Diesel Range Organics
D 1 The hydrocarbons present in this sample are primarily due
to volatile gasoline range organics.
D 2 The hydrocarbons present in this sample are primaril due
to very heavy, non-resolvable oil range organics.
Quantitation by EPA 418 . 1 is recommended.
D 3 The hydrocarbons present in this sample are a complex
mixture of volatile gasoline, extractable diesel and
non-resolvable oil range organics.
D 4 The hydrocarbon result shown is an estimated (greater
than) value due to high concentration. Reanalysis is
being performed to yield a quantitative result.
Oils & Lubricants
[ ]
T.R.P.H. (418 .1)
Diesel & Fuel Oils
['
Extractables (3550/8015)
Gasoline
]
Volatil;es (5030/8015)
LOW LOW TO MEDIUM MEDIUM MEDIUM TO HIGH VERY HIGH
HYDROCARBON BOILING POINT RANGE
CARBON RANGE:
5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 +29
id= CREEK
--ANALYTICAL
18939 120th Avenue N.E.,Suite 101 •Bothell,WA 980 1-2569
Phone (206) 481-9200• FAX (206)485-2992
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riiiii:ti
:{;: rw.w.wrrrvnrr... .:.rv.s,. .r..,
RZA/AGRA Client Project ID: B.P. Puget&Benson W-6414-1 Sampled: Jan 22-23,1992:<
01335 NE 122nd Way, #100 Analysis Method: EPA 7420 Received: Jan 24, 1992
s Kirkl nd,WA 98034! Analysis for. Total Lead Digested: Jan 27, 1992>:
Atte tion: John Cooper First Sample#: 201-0847 Analyzed: Jan 27, 1992
>: I Matrix: Soil Reported: Feb 6, 1992
:.:.. .. :�w.,...,,N.:.{,:,w:::::...,:):..::r:.:::.:::::.::.,,.:.r,,,.:..:.,..,..,.,..:...,::::..w:.:.,:x..„:,.::.,:.:r:r.,, ,.,v ...:,,......:,:::..,.::,,..,v...:..vl .: ...... ..........:
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fM
METALS ANALYSIS FOR: Total Lead
-ample Sample Sample
umber ,Description Detection Limit Result
mg/kg (ppm) mg/kg
01-0847 B3-S4 . 7.5 13
.01-0848 83-S5 7.5 12
01-0849 64-S2 7.5 24
241-0850 e4-54 7.5 14
2 0 1-0851 B5-S2 7.5 22
2 1 1-0852 B5-S4 7.5 15
B 012792 Method Blank 150N9/L N.D.
Analyte reported as N.D.were not present above the stated limit of detection.
N• :T CREEK ANALYTICAL
w-ti.
•ocanour
•
Labor.tory Director : 2010547 l <3>
CREEI(
-=--=-RANALYTICAI
,..
18939 120th Avenue N.E.,Suite 101 •Bothell,WA 98011-2569
Phone (206) 481-9200• FAX (206) 485-2992
0::::::mortzammi*. . ::mmism rnmrnmsimrpnvi:*.mmnsmtmn:s:,.:oni:immommnimmgzazimm,..iii:=::;:;:cmiammamimm!
tRZNAGRA Client Project ID: B.P. Puget&Benson W-6414-1 Analyst: R. Lister V
11
111335 NE 122nd Way, #100 Method : EPA 5030/8020 S. Stowell
pKirk and,WA 98034 Sample Matrix: Soil
gAttention: John Cooper Units: mg/kg Analyzed: Jan 30, 1992g
OC SaMple#: 201-0907 Reported: FebI 6, 1992!
—
QUALITY CONTROL DATA REPORT
AN4LYTE I Ethyl
Benzene Toluene benzene Xylenes
Sample Conc.: N.D. N.D. N.D. N.D.
Spike Conc.
Added: 0.50 • 0.50 0.50 1.50
Co c. Matrix
Spike:
0.43 0.45 0.54 1.54
M trix Spike
%Recovery: 86 90 108 103
Conc. Matrix
Spike Dup.: 0.42 • 0.44 0.52 1.49
M trix Spike
uplicate
% eeci ao tvi ve er y: , 84 88 104 99
% Dlifference: 2.4 2.2 3.8 3.3
N H CR EK ANALYTICAL %Recovery:
,
it..r..
Relative%Difference: Conc.of M.S.-Conc.of Sample x 100
Spike Conc.Added
Conc.of M.S.-Conc.of M.S.D.
(Conc.of M.S. + Conc.of M.S.D.1/2
Labo atory Director x 100
ot ocanour
2010847.RZA <4>
l..1-{tK
= =ANALYTICA _
18939 120th Avenue N.E.,Suite 101 •Bothell,WA 980111-2569
Phone (206) 481-9200• FAX (206)4+5.2992
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iii
:.::•::::.:::..•::.,•:::.�:.:::.:•::::.�.:.:.:,•.:-:.�::::::::.,:.�::::.,::::::.,•::::::w•::.:•::::::::::::::::::.�::::::..•.:::::::::::::::.v::::.�:::::::r:.�:::.::::::::::.�.,,•:::}:.�:::::>}:::{.•::::;::•r::s:::a»:r�r}r:}:.:•}:w.:.r:.a•::}:::}r.:•r:r.::::.,...,.....:::...x.�::•:::::::r.::w}::�
R /AGRA Client Project ID: B.P. Puget& Benson W-6414-1 Analyst: D.Vandel F;
113 5 NE 122nd Way, #100 Method : EPA 7420
l::<
Ki and,WA 98034 Sample Matra: Soil Digested: Jan 27, 1992g
kAtte tion: John Cooper Units: mg/kg Analyzed: Jan 27, 199Zil
a•:
oC Sample#: 201-0743 Reported: Feb 6, 1992<s`w
.w.:r. w w.w..r.r.x ,,: �:{{{r.:::.: w..v.:.:::::.:.:.::.:.:.}.{.w,,...:.{ }::::,h:.{::.:,.....rvn; .. .... }y({yniv,MS!h^:^S:!{M.tt}....../:{.w............... :t...f:................... ... ... ... ...... :{{{..H.;.:.w:y;{wr.x;.vIX'..w%!{N.+.'1.7Y..,.....{nv« ^:4 Y.}v::M,;;.www..rww
:yv..:.:.�?::y:):`.�rits•ir}:•A.}}}is3:J.:•.v.•nvw4::""""i:•in.:•)'w:vv9J::>is�i.JSX.'iri+'ii::>it"viw::ist:i.}i::%�i.:i:::$'r.>ii:�iw:rwl�f.'::4ii}:
} ,dppy y.w.:.y,.•.yq.wx:0.w::w.{.Y.+i.:•:Rw.4np%:gxhw.•x.•..:kk.\..w.M •4nvv.v::n•.vrwG0.Wh•.Sr}. .•, r.O•:�' v:wvw
QUALITY CONTROL DATA REPORT
ANALYTE
Pb
Sample Conc.: 81
Spike Conc.
Added: 50
Conc. Matrix
Spike: 130
Matrix Spike
%Recovery: 98
Conc. Matrix
Spike Dup.: 130 •
M trix Spike
uplicate
% ecovery: 98
elative
%Difference: 0
•
•R H C • K ANALYTICAL %Recovery: Conc.of M.S.-Conc.of Sample x 100
laSpike Conc.Added
•
Relative%Difference: Conc.of M.S.-Conc.of M.S.D. x 100
• OCanour (Conc.of M.S. + Conc.of M.S.D.)/2
Labo atory Director
2010847 RZA <5>
J.lif, (..1-iE#K
T.-.".
ANALYTICAL
, 0
18939 120th Avenue N.E.,Suite 101 •Bothell,WA 98011-2569
Phone (206)481-9200•FAX (206) 485-2992
...t.LwAy• m-----:...k. •- -— • • .,***:";•• . .- . ,,s... - • .• •
1
ll FIZA4GRA , Client Project ID: B.P. Puget&Benson Sampled: Feb 12, 1992
11 NE 122nd Wall', #100 Matrix Descript: Water Received: Feb 12, 1992 .E>
..:
.1Orld ,WA 98034 , Analysis Method: EPA 5030/8015/8020 Analyzed: Feb 19, 1992 .:,
r)Atten lon: John Cooper First Sample#: 202-0536 Reported: Feb.27, 1992 .
.... ... .., ..... . .. , ff .....r ..•:::,wz::.... . przfr,..4...... ..oz=ri.".7..:=7,x;=,:
T•TAL PETROLEUM FUEL HYDROCARBONS with BTEX DISTINCTION (WTPH-G/BTEJC)
•ample Sample Volatile Ethyl S4rogate
umber Description Hydrocarbons Benzene Toluene Benzene Xylenes Recovery
pg/L pg/L pg/L pg/L pg/L) %
(PPb) (PPb) (1)Pb) (ppb) (ppb)
21)2-0536 MW-3 27,000 8,700 110 '320 960 95
2(12-0537 MW-4 N.D. N.D. N.D. N.D. N.D. 93
BLK021992 Method Blank N.D. N.D. N.D. N.D. N.D. 90
•
1
1 Detection Limits: , 50 0.50 0.50 0.50 0.50
I
Volatile Hydrocarbons are quantitated against a gasoline standard(nC5-nC12).Surrogate recovery reported is for Bromofluorobenzene.
Analytes reported as N.D.were not present above the stated limit of detection.
TH C EEK ANALYTICAL
Cocanour
Laboratory Director
2020536. <1>
j= CREEK
ANALYTICAL.
18939 120th Avenue N.E.,Suite 101 •Bothell,WA 9801 1-2569
Phone
2 06 481-92 00 FAX 2( 06 5-299 2
(
p.!> •fC4Wi:?•:4}iLwOi%•wH .,.vl -. .r OaW:3:JL•nnv :.vvw•7C.v.•ninw::w•:.v: ..... .xn\v:......... ....�:t,.y:v::•:::.}w:.v:::::.v::.vvvw.....v:}•:..,{.}�,M,.,:!,.;::3...•ir.?: r..v:•7F:[:1M}:M,.,:4:?4:S...L3:?:i.}}•..n,H.}:?4}}};i:lr':
40ha+..,,�4c,...,w.w,,.r...,..>Kw•.d�:,�.,,..,,w...•..w..::::..v:.w:.�...: .4�✓,�.,�cw.�.,,,4«,.wiwu: w;`.cr}:?.'..u•r 'w:::>.;z>}i,:<iG:;:•.:rr:::•i:,:::y;:{. tv:
R /AGRA ; Client Project ID: B.P. Puget&Benson Sampled: Feb 12, 1992<>
t. .
•113 5 NE 122nd Way, #100 Analysis Method: EPA 7421 Received: Feb 12, 1992 ,
2 Kir and,WA 98034 Analysis for. Total Lead Digested: Feb 15, 1992 '
'iAtte tion: John Cooper First Sample#: 202-0536 Analy
zed: Feb 17, 1992::'
z.> Matrix: Water Reported: Feb 27, 1992'11:
{A..vi.nwr• 4••Yr{MK•X+ r:'.nv;:...K.y,4!!rn..'+•'•.:....:C-'-..:..:•::::::.:..{x!MU::v,4yK,'.M-PY.+.yw... :M????!4:4XN.MHitM>}}!Cw..
iiFi`i.?. :-:... ; S::ti:•:.{:..::}.:::::>-:•:4::•}'n}}:vr.i.'}}}:?+w::}w:r. :: .......i LK!A:::..`........wvw.
Yl.w:WK>NG(•'+G(>.v>Xv ? »v..s.:w 4. i•... v:::???Sv.;...::.. v.: ..........: `!r!!�pM^^^^w!•Y.{�!S.K:.,..vwv�ww;v:v.:.rrr:rrw.:vwi•:i.. .v:.. yr.v:.v:::
..v.?vi:::n2.3.4:m•.Yi:K.h�:44iCri:}+''tiYi>:}w{::::;.x:..>}.:.:n}'->:yy n•.,i..y.:.v..y.{. ,..:r..}:..:.,{.:r.4:••3::.•v.,•;i•::.w•,;:y{:v::::
.x?.<:w..a>xw.:,,:s>r.3.cr..4rrR>nhi.2y..,c4..na.}.�.r)).>..,.+:..u..Vr...>:u...>`.•,•/.wx.::3Y.oiaG::T.:.i::;Siy»Y�?.':r';'::{�9`+: i'S:v::::1:; ri�:is`.i;i.2i%::: t : : :'>:
i
METALS ANALYSIS FOR: Total Lead
Sample am P Sample Sample
Number Description Detection Limit Result
pg/L(ppb) pg/L
02-0536 MW-3 1.0 4.4
'02-0537 MW-4 1.0 N.D.
B 021592 !Method Blank 1.0 N.D.
•
Malyte reported as N.D.were not present above the stated limit of detection.
NOR CREEK ANALYTICAL
C6r.42.L____
Scot ocanour
Labo tory Director
2020536.RZA <2>
,
Lia. CREEK
----='- E ANALYTICAL
71------- 18939 120th Avenue N.E.,Suite 101 •Bothell,WA 98011-2569
Phone (206) 481-9200•FAX(206) 485.2992
,..;i:KaMir?:MCIEZZIZIENifim:mmtiMafmiriVmx:mw:WmEmo!'"rm-17:MMISMTP...4:6.1:°71X71=31t..:MO:Mi:;:lz;::::wai::*;:
k):giA/Aoii;+-
k...: Client Project ID: B.P. Puget&Benson Sampled: Feb 12, 1992
I
113 5 NE 122nd Way, #100 Ana, Iysis Method: EPA 7421 Received: Feb 12, 1992
tiKirld nd,WA 98034 Ana, lysis for. Dissolved Lead Digested: Feb 15, 1992.1
tAtte tion: John Cooper First Sample#: 202-0536 Analyzed: Feb 17, 1992t
Matrix: Water Reported: Fep 27, 19921if:
ri 1
..'::.!:::::::, ...: .. :.:..::..:,:nnrmrrm'..m::mmmEmn.mmmngvgvnzzsrmgr.rnrzm:mnmor:N.N:nmx:n.l:rrmzpmz :Ewm::5::z,..',t7.,!iiC:n,Vii!:M!:!!:
METALS ANALYSIS FOR: Dissolved Lead
Sample Sample Sample
umber Description Detection Limit Result
pg/L(ppb)
1.0 P9/1-
02-0536 MW-3
1.9
202-0537 MW-4 1.0 N.D.
BLK021592 Method Blank 1.0 N.D.
•
•
Analytes reported as N.D.were not present above the stated limit of detection.
NORTH CREEK ANALYTICAL
41111. • °-41.----÷---
" •t C canour
I. bora ory Director
I
2020536.— <3>
ANALYTICAL
18939 120th Avenue N.E.,Suite 101 •Bothell,WA 98011-2569
Phone (206)481-9200•FAX (206)485-2992
............ .... ..
;RZAyAGRA aient Project ID: B.P. Puget 8 Benson Sampled: Fe 12, 1992
€113 15 NE 122nd Way, #100 Sample Descript: Water Received: Fe 12, 1992:''
fKirkl nd,WA 98034 Analysis for: Turbidity r
RAtte tion: John Cooper First Sample#: 202-0536 Analyzed: Feb 13, 1992i`
P P
>>:..;,r .................... .rr:.. v.<:::.vm: N ,:N;.w M M K.. ...�,,,,.. �A;. ;.:.K«.v.k�:,..N,:..r:::..:..:.�v�w .x�:�::.� :M.Reported: b 27, 1992>�'
.wx.:,.......<.....,�............:..: ...�..>..,.........:.:...,•,,..v,::.:•.,:...,Kx,.:..,�,..>.::.�.w.....> ; :.:...:,Rxx:mx:w:;;:>:,.»>s:>:;:;i;:,;gm:::.;•; .::
LABORATORY ANALYSIS FOR: Turbidity
ample
umber
Sample Sample
Description Detection Limit Result
NTU NTU
02-0536 Mw-3 1.0 280
202-0537 Mw-4 1.0 520
BLK021392 Method Blank 1.0 N.D.
•
•
Analytes reported as N.D.were not present above the stated limit of detection.
NORTH CREEK ANALYTICAL
Scot C canour
Laboratory Director
2020536.RZA <4>
CREEK
— -ANALYTICAL__
18939 120th Avenue N.E.,Suite 101 •Bothell,WA 9801.2569
• :•.a;wv.Y•p,aaYy��nnnnwxmkw.w.vn...•v4.vh a%•*'.F):M:... v:.x.x..:v.a:y
Phone (206)481-9200•FAX(206)485-2992
efiz.;::'y':i'!'s .x:::::r:::•>:•::::•.::Y:'Y:i•::•::•::i::::Yc"'4t;:;•:;:.>:;:•::.:.f#:.•:?h•; :;. ,:,ii:s.,,,.7r",r 1.1:::.:::•,i:•- :Y «y,,s �x wxxr. :,.:.�::.xx�•Y .... w:v:nay..v�1avwvww.:;:.�..:•.ouv.•.a.: +•.�r.�,..w.xawa..,«w..wx..�.x.x.x..,wr.x•.r.r:+:r......,...x.:.:::::):a::;.:w�x ::a :aw.^ 3'� :. �...w.r..corx.''N��'�..:,:r:..:,•`.�.::�>:..• :•'"?'w.".::;'^.?^.`.:`•.".x:�.'°1,:`.. .:i '>s?4'tiU`�".,�,,•.•`.'•?A^!.<^:
R /AGRA Client Project ID: B.P. Puget& Benson xwx µH�"`"""""''
Analyst: lg. Lister �>
k>113 5 NE 122nd Way, #100 Method : EPA 5030 8020 <Y' / Stowell
Kirand,WA 980341 Sample Matrix: Water
t>Atte tion: John Cooper
Units:pg/L Analyzed: Feb 19, 1992
QC Sample#: 202-0578
axWA S. ;•:•vi i: .:: w::Mi xx.v:::.:m. .;•v: w... .�:
. ry Reported:o rt ed: Feb
2 7 1992w.? bv.n:• Y•4 )i4Aw�wk. MhYS::;...... r ;;v::.v.v::;?jiji•n}... .. . :n •.:fAMw: 3,.W;. .w::H4 .Q vYM• rMMJ4MUrL4AnE4 % yxi
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I
QUALITY CONTROL DATA REPORT
ANALYTE Ethyl
Benzene Toluene benzene Xylenes
Sample Conc.: N.D. N.D. N.D. N.D.
Spike Conc.
dded: 5.0 5.0 5.0 15.0
Co c- Matrix
pike: 4.6 4.4 5.0 13.0
Ma rix Spike
%Recovery: 92 88 100 87
Con . Matrix
Spi e Dup.: , 5.0 4.6 5.2 14.4
Ma irix Spike
D ,plicate
%R:covery: ; 100 92 104 96
R•lative
%Di erence: 8.3 4.4 3.9 10
I •
I
I
NO- 0. CREEK ANALYTICAL %Recovery: Conc.of M.S.-Conc.of Sample x 100
I
• Spike Conc.Added
Sc4 •- ! Relative%Difference: Conc.of M.S.-Conc.of M.S.D. . x 100
o •canour
La'bora ory Director (Conc.of M.S. t Conc.of M.S.D.)/2 •
2020536.RZA <5>
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-- =ANALYTICAL
T 18939 120th Avenue N.E.,Suite 101 •Bothell,WA 98011-2569
Phone (206)481-9200•FAX (206) 485-2992
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'RZA AGRA I Client Project ID: B.P. Puget 8 Benson Analyst : M. Essig s
'1133 NE 122nd Way, #100 Method : EPA 7421 k
? Kirkl nd,WA 98034 Sample Matra: Water Digested: Feb 15, 1992'
,
a:�Attention: John Cooper Unitspg/L :...
� Analyzed: Fe 17, 1992
'' OC Sample#: BLK021592 Re orted: Fe� 27,
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QUALITY CONTROL DATA REPORT
ANALYTE
Pb
Sam le Conc.: I N.D.
Spi a Conc.
dded: 20
Con . Matrix
pike: 21
Ma rix Spike
%R-covery: 105
Con.. Matrix '
Spi e Dup.: 23
Mat ix Spike
D plicate '
%R•covery: I 115
R.lative
Di erence: ' 9.1
N• -T CREEK ANALYTICAL %Recovery: Conc.of M.S.-Conc.of Sample x 100
Spike Conc.Added
4 (3,..„..........___.,..._____
Rel tive%Difference: Conc.of M.S.-Conc.of M.S.D. x 100
S '• C canour (Conc.of M.S. + Conc.of M.S.D.)/2
Labora ory Director
2020536.RZA <6>
�.rttti‘
,= =ANALYTICA
e• • , F 1 18939 120th Avenue N.E.,Suite 101 •Bothell,WA 980�11-2569
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#RZA/AA Client Project ID: B.P. Puget&Benson Analyst: K Anton s #>
a 11335 NE 122nd Way, #100 Method: EPA 180.1 S;,
Kirldand,WA 98034 Sample Matrix: Water • 0
Ei
Attention: John Cooper Units: NTU h Analyzed: Feb 13, 19921<
0 OC Sample#: BLK021392 Re orted: F. b 27, '"
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1992`'>'
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QUALITY CONTROL DATA REPORT
ANALYTE
Turbidity
Sample Conc.: N.D.
Spike Conc.
Added: 20
C nc. Matrix
Spike:
P 20
M trix S Spike
% ecovery: 100
Conc. Matrix
Spike Dup.: 20
M trix Spike
uplicate
% ecovery: 100
Relative
%D fference: 0 ,
NOR H CREEK ANALYTICAL %Recovery: Conc.of M.S.-Conc.of Sample x 100
ar-ot-
Spike Conc.Added
- Relative%Difference: Conc.of M.S.-Conc.of M.S.D. x 100
Scot iocanour (Conc.of M.S. + Conc.of M.S.D.)/2
labo -tory Director
I . 2020536.RZA <7>
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1
= ; Emcon
18912 North Creek Parkway•Suite 100•Bothell,Washington 98011-8016• (206)485-5000• Fax(206)486-97.1. •
August 22, 1995
Project 40328-067.005
Mr. Larry Silva
Tosco Northwest Company C1T 0' TFT NNING
601 Union Street, Suite 2500 N
Seattle, WA 98101 AUG 13 199
Re: Results of Additional Assessment and Data Evaluation RECEiIV
Tosco #11053,Renton, Washington
Dear Mr. Silva:
EMCON is pleased to present its findings from monitoring well installation, groundwate
sampling, and remediation& data evaluation activities for Tosco Northwest Compaq
(Tosco) Station#11U53, at 2022 South Puget Drive in Renton, Washington. Tosc
retained EMCON to install two groundwater monitoring wells at the site, perfo
groundwater sampling of selected on-site wells in conjunction with well installatio
activities, and then perform two rounds of groundwater sampling at on-site wells. This
report)summarizes the results of the field activities, presents results of laboratory analyses I
and evaluates data gathered for the site.
BACKGROUND
The site is an operating service station located on the northwest corner of South Puge
Drive and Benson Highway in Renton, Washington (Figure 1). Site features include
station building containing a small convenience store, a restroom building, a canopy are
with two pump islands, and three steel USTs (Figure 2). Seven groundwater monitorin
wells (MW-1 through MW-5, TW-6, and TW-8) and one vapor extraction well wer
present on site befo le the start of EMCON's additional investigation and the remedia,
activities discussed b low.
Before Tosco1 s purchase of the site in 1994, the site was owned and operated by BP. I
1993, {BP contracted RZA AGRA, Inc., to install and operate a soil vapor extraction
system (SVES) after petroleum hydrocarbons were encountered in the soil in the area of
the UST complex. Remediation system equipment was installed, but was not operating
during EMCON site visits in November 1993 and February 1994.
B\L:\DATA\0328-TOS\67\11053-R.822-95\cmc:3
s. ' 1
Mr. Larry Silva Project 40328-067.005
August 22, 1995
Page 2
In February 1994, EMCON conducted assessment activities at the site as part of the
BP/Tosco purchase agreement. This work included drilling three soil borings (TW-6,
TB-7, and TW-8) and converting two of the borings (TW-6 and TW-8) to groundwater
monitoring wells. Groundwater was not encountered at TB-7. Soil samples collected from
TW-6,! TB-7, and TW-8, contained (in at least one instance each) TPH-G, TPH-D,
TPH-O, and BTEX constituents. TPH-G(up to 11,000 ppm) TPH-D (up to 1,330 ppm),
TPH-O (up to 490 ppm) and BTEX (up to 6.7 ppm benzene, 190 ppm toluene, 91 ppm
ethylbenzene, and 699 ppm total xylenes) also were detected in soil samples collected from
the UST complex area during Stage 2 vapor recovery line installation work in May 1994.
• The results of this work investigation and the State 2 soil sampling were summarized in the
May 1994 baseline assessment report for the site.
During tank tightness testing in October 1994, gasoline leakage from one of the turbines
was discovered. The turbine subsequently was repaired at that time. Afterward, BP's
consultant discovered free-floating product in monitoring well MW-3 during a site visit in
November 1994. Tosco was informed of the presence of floating product in the well and
subsequently reques+1 that EMCON investigate the situation and perform remedial
activities as necess EMCON personnel removed approximately 10.75 gallons of
floating product from MW-3 during four site visits in November 1994. A passive product
recovery skimmer subsequently was installed in- MW-3 on November 29, 1994.
Approximately 1.3 gallons of floating product were removed from the recovery system
during December 1994 and January 1995.
WELL INSTALLATION
EMCON conducted the installation of two additional groundwater monitoring wells (TW-9
and TW-10) on January 4, 1995. EMCON subcontracted Cascade Drilling, Inc., of
Woodinville, Washington, to provide well installation services. Well TW-9 was located
approximately 35 feet west of the UST complex and near the southwest boundary of the
site (Figure 2). Well TW-10 was located approximately 65 feet northwest of the UST
complex and approximately 10 feet southeast of the west pump island. Well locations were
selected on the basis of previous groundwater gradient estimates and groundwater sample
laboratory results.
An EMCON geologist logged the well borings and supervised well construction. Soil
types encountered in the borings included fine- to medium-grained sand and silty sand to
approximately 5 to 8 feet below the ground surface (bgs), overlying hard silt with minor
amounts of sand and gravel to the total depth explored. Elevated PID readings (270 and
110 ppm) were noted for soil samples collected from TW-9 at 25 and 30 feet bgs,
B\L:\DATA\0328-TOS\67111053-R.822-95\emc:3
t T
Mr. Larry Silva Project 40328-067.005
August 22, 1995
Page 3,
respectively. A slightly elevated PID reading of 25 ppm also was noted for a soil sample
collected from TW-10 at 20 feet bgs. Groundwater was encountered at approximately
23 feet bgs and in TW-10 at approximately 28 feet bgs during drilling. Both wells were
completed to 31.5 feet bgs, and screened casing was placed at 20 to 30 feet bgs based on
the apparent hydrogeologic conditions encountered in each well boring. Well installation
procedures and exploratory boring logs with well completion details are provided in
Attachment 1.
Both wells were deve oped and surveyed on January 4, 1995. Groundwater samples were
collected from each of the monitoring wells except MW-3, MW-5, and TW-6 on
January 5, 1995. Depth to water, where present, in the measured wells ranged from
9.83 feet bgs in MW-1 to 19.68 feet bgs in TW-9 (Table 1). Floating product was
measured in MW-3 (0.43 feet thick) and TW-6 (0.35 feet thick). Approximately
0.22 gallon of floating product was removed from the passive product recovery system in
MW-3.' No groundwater sample was collected from MW-5 because it was dry. Well
development and groundwater sampling procedures are presented in Attachment 1.
UNDERGROUND PIPING INSTALLATION
During; January 31 to February 2, 1995, EMCON conducted underground piping
installation work at the site: Two trenches leading to the remediation system enclosure
were excavated around the UST complex (Figure 2). A third trench leading from well
TW-9 to the enclosure also was excavated. Two-inch diameter polyvinyl chloride (PVC)
piping for use in an SVES and 4-inch-diameter PVC piping for possible use in groundwater
extraction was install d in the trenches. Wells MW-1, MW-3, TW-6, TW-8, and TW-9
were connected to SVES piping. An additional run of SVES piping was installed in the
trench reading to.TW-9 for possible future use in adding additional wells (such as TW-10)
to an ;SUES. Wells MW-1, MW-3, TW-6, and TW-9 also were connected to
4-inch-diameter piping. The existing SVES piping leading from the vadose zone well on
the north side of the UST complex to the enclosure was removed during trenching and
subsequently replaced. Piping leading from existing horizontal SVES piping in the UST
complex was connected to the newly installed SVES piping. The SVES piping was
manifolded at the enclosure. Due to heavy rainfall during the installation work, the
excavated soil could not be returned to the trenches as backfill, and instead was
transported off site for disposal. Imported pea gravel was used to backfill the trenches.
B11.:\DATA\0328-TOS\67111053-R.822-95\mc:3
Mr. Larry Silva Project 40328-067.005
August 22, 1995
Page 4
WATER LEVEL MEASUREMENTS AND GROUNDWATER SAMPLING
On March 1, 1995, EMCON collected measured groundwater levels and floating product
thicknesses in the on- ite wells. Depth to groundwater in the wells ranged from 6.25 feet
in MW-1 to 15.87 feet in TW-9 (Table 1). Floating product was measured in MW-3
(0.58 feet thick) and TW-6 (1.72 feet thick). Approximately 0.35 gallon of floating
product was removed from the passive product recovery system in MW-3. Groundwater
samples were not collected from any of the monitoring wells during this site visit.
EMCON collected water level data and groundwater samples from the on-site wells on
April 12, 1995. Depth to groundwater in the wells ranged from 7.46 feet in MW-1 to
15.97 feet in TW-9 (TIable 1). Floating product was measured in MW-3 (0.45 foot thick)
and TW-6 (0.10 foot thick). Approximately 0.85 gallon of floating product was removed
from the passive product recovery system in MW-3. Groundwater samples were collected
from the seven other wells and submitted to Columbia Analytical Services, Inc., in Bothell,
Washington, for analysis of TPH-G and BTEX.
On May 18 and June 23, 1995, EMCON collected water level data from selected on-site
wells and removed accumulated product from the passive product recovery system in
MW-3. Depth to water in the measured wells on May 18, 1995, ranged from 10.66 feet
bgs in MW-1 to 18.21 feet bgs in TW-9 (Table 1). Floating product was measured in
MW-3 (1.87 feet thick and TW-6 (1.66 feet thick). Approximately 0.2 gallon of product
was removed from MW-3, and the passive product recovery system was adjusted to
compensate for the declining water level in the well. Water levels in the measured wells on
June 23, 1995, ranged from 12.13 feet bgs in MW-1 to 19.32 feet bgs in TW-9. Floating
product thicknesses of 0.01 foot and 0.22 feet were measured at MW-3 and TW-6,
respectively. Approximately 0.05 gallon of product was removed from the skimmer in
MW-3.
RESULTS OF LABORATORY ANALYSES
Soil Samples from Well Installation
Soil samples TW-9-20 and TW-10-20 did not contain TPH-G or BTEX compounds at
concentrations above method reporting limits (MRLs). A copy of the laboratory report is
provided in Attachment 2.
•
B1L:DATA\0328-TOS167111053-R822-95\cmc:3
Mr. Larry Silva Project 40328-067.005
August 22, 1995
Page 5
Groundwater Samples
Groundwater samples collected from MW-1, TW-9, and TW-10 during the January 4,
1995,;sampling even contained TPH-G and BTEX compounds at concentrations above
MTCA Method A Cleanup Levels (Table 2). Benzene and total xylenes were detected a�
concentrations above MTCA Method A Cleanup Levels in the sample collected from
MW-4. TPH-G and 3TEX were not detected at concentrations above MTCA Method
Cleanup Levels in thie samples from MW-2 and TW-8. In the samples from MW-2 an
TW-8 only total xylenes were detected at a concentration above the MRL.
Groundwater samples collected from MW-1, TW-9, and TW-10 during the April 12, 1995,
sampling event contained TPH-G and BTEX compounds at concentrations above MTC J$
Method A Cleanup Levels (Table 2 and Figure 3). Benzene was detected at a
concentration above the MTCA Method A Cleanup Level in the sample collected from
MW-4. TPH-G and BTEX were not detected at concentrations above the MTCA
Method A Cleanup Levels in the samples from MW-2, MW-5, and TW-8. TPH-G an
BTEX were not detected at concentrations above MRLs in samples from MW-2, MW-
and TW-8.
DATA EVALUATION
Based on the summarized historical groundwater data available to EMCON and th
findings from the assessment activities described in this report, the following interpretations
are presented.
Between November 9, 1994 and May 18, 1995, the range of groundwater elevation
fluctuations in wells at the site varied among wells. Ranges from approximately 3.58 feet
in MW-1 to at least 15.21 feet in MW-3 were found in the existing tabulated data. Water)
table elevations at the site appeared to fluctuate over an annual cycle, with the highest
groundwater elevations occurring during the first quarter of the calendar year. The water
table elevation rose above the top of the perforated intervals of nearly all wells (except
MW-5) during the first and second quarters of the year. A complete year of quarterly data
has not yet been obtained to confirm those interpretations.
Although the groundwater elevations fluctuated significantly, the inferred groundwater
flow direction beneath the site consistently was to the west-northwest between
November 1994 and April 1995. The groundwater gradient magnitude was approximately
0.14 ft/ft on April 12, 1995 (Figure 3).
B1L:\DATAW328-TOS167111053-R822-95 cmc:3
Mr. Larry Silva Project 40328-067.005
August 22, 1995
Page 6
From November 9, 1994, through June 23, 1995, apparent product thicknesses in MW-3,
near the UST complex, ranged from 0.01 to 3.25 feet. A total of approximately 14 gallons
of floating product ere removed from MW-3 by hand bailing and passive product
skimming operations. From January 5 through June 23, 1995, apparent product
thicknesses in TW-6,lalso near the UST complex, ranged from 0.10 to 1.72 feet.
The highest detected TPH-G and BTEX concentrations reported for the 1994 and 19951
sampling events consistently were from samples collected from MW-1, cross-gradient front
the UST complex, and from TW-9 and TW-10, downgradient from the UST complex.
TPH-G, benzene, and total xylenes concentrations in MW-4, located near the eastern
dispenser island, increased from non-detected to detected levels (some above MTCA
Method A Cleanup Levels) between the September 1992 and January 1995 sampling
events; TPH-G and BTEX concentrations in the other wells fluctuated or remained below
method detection limits.
EMCON appreciates this opportunity to provide environmental consulting services t•
Tosco: Please call us if you have any questions regarding this report.
Sincerely,
EMCON
I
Keith A. Johnson Daniel A. Balbiani
Project Geologist Project Manager
Attachments: Limitations
Figure 1 Site Location Map
Figure 2 Site Plan
Figure 3 Groundwater Elevations and TPH-GBTEX Concentrations
(04/95)
Table Summary of Groundwater Elevation Data
Table 2 Summary of Groundwater Sample Laboratory Results
Attachment 1 Field Methods and Sampling Procedures and Exploratory
Boring Logs with Well Completion Details
Attachment 2 Laboratory Reports
B\L:\DATIA\0328-TOS\67111053-R.822-95\cmc:3
LIMITATIONS
The services described in this report were performed consistent with generally accepted
professional consulting principles and practices. No other warranty, express or implied, is
made. These services were performed consistent with our agreement with our client. This,
report is solely for the use and information of our client unless otherwise noted. Any'
reliance.on this report by a third party is at such party's sole risk.
Opinions and recommendations contained in this report apply to conditions existing when
services were performed and are intended only for the client, purposes, locations, time)
frames,:and project parameters indicated. We are not responsible for the impacts of any
changes in environmental standards, practices, or regulations subsequent to performance off
services. We do not warrant the accuracy of information supplied by others, nor the use of
segregated portions of this report.
The purpose of an environmental assessment is to reasonably evaluate the potential for or
actual impact of past practices on a given site area. In performing an environmental
assessment, it is understood that a balance must be struck between a reasonable inquiry into
the environmental issues and an exhaustive analysis of each conceivable issue of potential
concern. The following paragraphs discuss the assumptions and parameters under which
such an,opinion is rendered.
No investigation is thorough enough to exclude the presence of hazardous materials at a
given site. If hazardous conditions have not been identified during the assessment, such a
finding should not therefore be construed as a guarantee of the absence of such materials on
the site,'but rather as the result of the services performed within the scope, limitations, and
cost of the work performed.
Environmental conditions may exist at the site that cannot be identified by visual
observation. Where subsurface work was performed, our professional opinions are based in
part on interpretation of data from discrete sampling locations that may not represent actual
conditions at unsampleld locations.
Except (where there is express concern of our client, or where specific environmental
contaminants have been previously reported by others, naturally occurring toxic substances]
potential environmental contaminants inside buildings, or contaminant concentrations that are
not of current environmental concern may not be reflected in this document.
t i .
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• . • 1
I
SOURCE: THOMA$ BROTHERS GUIDE •lIsprockcest with permission granted by INMAN SOS.MAR.
This map Is copyrightod by NOW IRt tt is unlawful to
copy or reproduce all or any part Ifenrof, whether for personal
*11111 use or resale. without Permiltalms
4
iir 0 1/2 1
N ffMMEN1
, il .....,
MILES
WASHINGTON
1 • .
0'
[ ,
Ise 2022 SOUTH. Emcon 1
0' [
DATE 5-95
N.
•
• S-EP-.- [
PROJECT NO-.-
0328-067.005
t TOSCO
. RENTON, WASHINGTON
SITE LOCATION PUGET DRIVE
Figure 1
OW
#11053
CATION MAP
/
•
•
— - — — — - — -
BENS
PARAMETER 04/12/95
TPH-G 21.200 /
B 2.160
T 2,200 )
E 437 ASPHALT
PARAMETER 04/12/95 X 2 sso TRAFFIC
—' TPH-G ND \ I SLAM D
B 71.3 SIDEWALK SIDEWALK <�
O T ND - — — — -- _ — —
p PARAMETER 04/12/95 E ND
I( TRASH 1-G ND X 7.0 PLANTER
,� BIN B ND I
ND �� PARAMETER 04/12/95 PLANTER
E ND DISPENSER 1 MW-1 7PH-C ND / �/
06 B ND / ,J
ISLAND p (107.70) TY`/-6 T ND
w gL
Jpr �\ (108 59)* ENDLEEND
J MW-2 1pp ,p /0�p / \(G.1) TAN;„„).„,....„...---x /
MW-5 Monitoring Well Installed by others
g
(98.02) 9.0 •O� MW-4 / `l� PLREMEDIATIONPil ® Vapor Extraction Well Installed by others
( ) Inferred
I cc 96N 100.47 Groundwater MW- 78 SYSTEM TW-6 49 TOSCO Groundwater Monitoring Well
w p Flow Direction ENCLOSURE/
a_ S Z SALES — (105.85)* 4109.86) TB-7 • TOSCO Soil Boring
all BUILDING 1.45)�, 1tt — • - - Property Boundary
c a 4`1 (98.20) Groundwater Elevation (feet)
7
DISPENSER - / measured 04-12-95
gISLAND / / _102.0_ Groundwater Elevation Contour
>- Olt (feet)
w •0 TW-10 / Contour Interval = 2 feet
gY �(96 413) PAWwE1ER 04/12/95 * Measurement not used in groundwater
U
Io 2 98.20) 1PH-G 170,000 B 49 000 flow calculations. due to presence of
M1�/-5 TB-7• B 40,000 floating product
L (93.31) �\ E 2200 (0.45) Floating Product Thickness (Feet)
PUNTER x t2,000 Measured 04-12-95.
SIDEWALK •
. PARAMETER 04/12/95 Laboratory
PARAMETER 04/12/95104/12/950W TPH-G 170,000 Results in
TPH-G 4,010 j 4.390 B 49,000 MiC rams
DRIVE B 8,300 8,000 T 40.000 per Liter
PARAMETER 04/12/95 SOUTH PUGET T 7198
I 977• X 12�,000 (PPb)
TPH-G ND X 190 188
B ND
T • G Total Petroleum
- - - TPH- = a Hydrocarbons as Gasoline- - - - - -
E ND B = Benzene
X
ND
T = Toluene
E = Ethylbenzene
N.. X = Total Xylenes
ND Not-Detected-at-or-Above-the
Method Reporting Limit
Results-in-red-Indicate-MTCA Method A
Exceedance -
=—30 60 DATE 5/95 Figure 3 1
Dm. RB1 TOSCO #1 1053
r r EINCOfl SCALE (ft) REV. 2022 SOUTH PUGET DRIVE
t SOURCE: RZA AGRA, INC., Engineering APPR. RENTON, WASHINGTON
& Environmental Services PROJECT No. GROUNDWATER ELEVATIONS AND TPH-GI
0328-067.05 BTEX CONCENTRATIONS (04/95)
'J
• 1= 30 06-30-95 G:\DWG\0328\067\05BLCO2
i r
IN
BENSON HIGHWAY
PARAMETER 04/12/95
TPH-G 21,200 /
B 2,160
E 43 \ ASPHALT
PARAMETER 04/12/95 x 2,660 TRAFFIC
TPH-G ND I S LAN D
-B _- 71.3- SIDEWALK SIDEWALK 4O - - T ND — — — — 7 — — — —
E ND / -
PARAMETER 04/12/95ND
TRASH TPH-G X 7.0 PLANTER
BIN B ND
I T ND �cP PARAMETER 04/12/95 PLANTER
/
X ND
ND DISPENSER 1p MW-1 TPH-G ND /
g t E
.°)
7- ISLAND •0 (107.70) TW-6 B NDE ND ND _ /
w �0 •760 )�104O \ �01)9)* X ND LEGEND
z MW-2 TANK MW-5$ Monitoring Well Installed by others
J (98.02) 98 •�O _ / COMPLE
O / / \ REMEDIATION ® Vapor Extraction Well Installed by others
(100.47) Inferred C. \
w 96 ?Groundwater \ -8 SYSTEM TW-6 9 TOSCO Groundwater Monitoring Well
�'-� w •O Flow Direction MW-
°- 105.85 * 109.86 ENCLOSURE/ TB-7 • TOSCO Soil Boring
o I z SALES — ( ) \\�k7)
a a BUILDING - 45)�, ��� — — Property Boundary
�,�1\1
(98.20) Groundwater Elevation (feet)
g DISPENSER / measured 04-12-95
_ ISLAND / / _102.0_ Groundwater Elevation Contour
} 9A (feet)
w O TW-10
go
, Contour Interval = 2 feet
4(9 6.43) Tw PARAMETER 04/12/95 0 TW-•• � tea * Measurement not used in groundwater
�o MW-5 TB-7• ,000
98.20) B 4900D floatingflow product calculations, due to presence of
L (93.31)` - T 40,000
E 2,200 (0.45) Floating Product Thickness (Feet)
PLANTER x tzoao Measured 04-12-95.
• SIDEWALK
/ '~ PARAMETER 04/12/95 Laboratory
A PARAMETER_0�/12/85 04/_12/95(dup)_ TPH-G _170,000_-Results-in
TPH-G 4,010 4.390 B 49,000
Micrograms
PARAMETER 04/12/95 SOU'��-{ PUGET DRIVE E300 X 2,200 (no)
TPH-G ND X 190 188
T B ND TPH-G = Total Petroleum Hydrocarbons as Gasoline
-- - - - - - - - -- ---- - - - - -- - -- -- -E- - ND • - - - = Benzene- - - --- - - - - - - - -- - --- - --- - - - -------�----- - B -
X ND
T = Toluene
E = Ethylbenzene
X = Total Xylenes
NI • ND Not Detected at or Above the
Method Reporting Limit
Results in red Indicate MICA Method A
Exceedance
= 30 60 [DATE
5/95 Figure 3
DwN, RB1 TOSCO #11053
co ER1COA SOURCE: RZA AGRA, INC., Engineering SCALE (ft) REv. 2022 SOUTH PUGET DRIVE
APPR. RENTON, WASHINGTON
& Environmental Services PROJECT No. GROUNDWATER ELEVATIONS AND TPH-G/
0328-067.05 BTEX CONCENTRATIONS (04f96) •9
1= 30 06-30-95 'G:\DWG\0328\067\05BLCO2
Table 1
Summary of Groundwater Elevations
Tosco #11053, Renton, Washington
Depth to Water Product Thickness Groundwater Well Screen
Well ID Date Measured (feet) (feet) Elevation(feet) Submerged
MW-11 11/09(94 NM -- NM UNK
MW-1, 01/05/95 9.83 -- 105.33 yes
MW-1i 03/01/195 6.25 -- 108.91 yes
MW-1 04/1* 7.46 -- 107.70 yes
MW-I 05/18/95 10.66 -- 104.50 no
MW-1; 06/23195 12.13 -- 103.03 no
MW-2 11/09/94 19.91 -- 88.36 no
MW-2 01/05//95 13.07 -- 95.20 no
MW-2 03/011/95 9.96 -- 98.31 yes
MW-2 04/12/95 10.25 -- 98.02 yes
MW-3 11/09/94 24.65 3.25 90.64 no
MW-3 01/05/95 12.39 0.43 102.90 yes
MW-3 03/01/95 9.37 0.58 105.33 yes
MW-3 04/12/95 8.85 0.45 105.85 yes
MW-3 05/18/95 13.33 1.87 101.37 yes
MW 3 06/23/95 12.82 0.01 101.88 yes
MW-4 11/09/94 19.69 -- 89.42 no
MW-4 01/05/95 13.19 -- 95.92 yes
MW-4 03/01/95 9.13 -- 99.98 yes
MW-4 04/13/95 8.64 -- 100.47 yes
MW-4 05/18/95 11.28 -- 97.83 yes
MW-4 06/23/95 13.26 -- 95.85 yes
MW-5 11/09/94 DRY -- no
MW-5 01/05/95 24.04* -- 83.21 no
MW-5 03/01/95 16.95 -- 90.30 no
MW-5 04/12/95 13.94 -- 93.31 no
TW-6 11/09/94 20.80 -- 96.47 no
TW-6 01/05/95 11.05 0.35 106.22 yes
TW-6 03/01/95 8.69 1.72 108.58 yes
TW-6 04/12/95 8.68 0.10 108.59 yes
TW-6 05/18/95 13.09 1.66 104.18 no
TW-6 06/23/95 13.38 0.22 103.89 no
TW-8 11/09/94 21.97 -- 97.26 no
TW-8 ` 01/051/95 11.68 -- 107.55 yes
TW-8 03/0�1/95 8.70 -- 110.53 yes
TW-8 04/12/95 9.37 -- 109.86 yes
TW-8 05/1.8/95 16.12 -- 103.11 no
TW-8 06/3/95 13.04 -- 106.19 no
J:\tosco\GWSMPTBL.XLS 11053 depths Page 1 of 2 6/30/95
I
Table 1
Summary of Groundwater Elevations
Tosco #11053, Renton, Washington
Depth to Water Product Thickness Groundwater Well Screen
Well ID Date Measured (feet) (feet) Elevation(feet) Submerged
TW-9 01/05/95 19.68 -- 94.49 yes
TW-9 03/01/95 15.87 -- 98.30 yes
TW-9 04/12/95 15.97 -- 98.20 yes
TW-9 05/18/95 18.21 -- 95.96 yes
TW-9 06/23/95 19.32 -- 94.85 yes
TW-10 01/05/95 17.94 -- 90.69 yes
TW-10 03/01/95 12.90 -- 95.73 yes
TW-10 04/12/95 12.20 -- 96.43 yes
TW 10 05/18/95 16.52 -- 92.11 yes
TW-10 06/231/95 17.46 -- 91.17 yes
Notes: NM=not measured.
UNK=unknown.
-- =not ipresent.
* =water level may reflect residual water in bottom cap of dry well.
Groundwater elevations are not corrected for floating product thickness.
J:\tosco\GWSMPTBL.XLS 11053 depths Page 2 of 2 6/30/95
, .
Table 2
Summary of Groundwater Sample Analyses
Tosco #11053, Renton, Washington
Ethyl-benzene Total Xylenes'
Well 113 Date Sampled Benzene'(ppb) Toluene(ppb) (ppb) (ppb) TPH-Gb(ppb)
MW-1 04/21/89 :gai.i.:::•iii.81.4.1:.iiiinimiiii:i:::::::xii*:**482:.]::]::::i:i:k::.::z::::::i::::*::::i:•:*4:;311*i§iox:i:•::iti:K:isiei::3* - :::::,:::::::i:::::::::::::::::::::::::::..- .....::::.m...:
MW-1 01/29/91 4.4 ND ND ND 480
MW-1 02/12/92 -- -- • -- -- --
MW-1 09/29/92 -- -- -- -- --
MW-1 Iftfir —'' '1;odif '::':::::-:::'1:0101r::'::::::'::::':::::11110tOm
01/04/95 :ilit:V:ii]il:40,3".100,K,i,i:mii:::i:E:i::**,:::::::28. :::::::::::::::-..:,:,,,:::::ssc.:,s:, ... ::*::: :::::::::::i::::::::::::,::::::. ::::::::*]:::::::::::i:::i:::::%,:::::: .. 11, .
: : : •:::iiiixiii .i.ii::::::::.iggigimi.::::iogNim.ii:::::g:::.: i]iiiiiiii:i:iii:::::i:.iii:x.mi.w:::g.ini§ii*iiiiiiii.n.:*:iiii::i§.:iiiiiii::
1vIW-1 04/12/95 ..'.5i':''''':':':':':24.60i'i.:.;:ii'im'i'i'i:i:i:i:i*K:i:x2;;200:::::i::*::::::::::::::::::::::::::::::::::,::::::43Zm::::2•:::*KR:.:ii:i:,*,]:4160iiiiiiii:§Eig§iii,ii§iiiiiiii:i::*324200iiiiiEin,
MW-2 04/21/89 ND ND ND ND ND*
MW-2 01/29/91 ND ND ND ND ND
MW-2 02/12/92 -- -- -- -- --
/s4NV-2 09/29/92 -- -- -- -- --
/4W-2 01/04/95 ND ND • ND 1 ND
MW-2 . 04/12/95 ' ND ND ND ND ND
..,.....,,......,-.........,........,,...............,,,,,,,,,,,,..
MW-3 02/12/92
MW-3 09/29/92 IN]igai:::::i':!5E01::iiiiiiii:iii:::::iiii 26 310 ';'iM.ii':ii:M.Mii.:440.WEi.g.::::fi'MiN9600:00::•:.::]•:
: .ii. .:::•:imiii,:iiii:§i:iiiiiiiimiiiiiimi!i::iliniai:,.:i:.:.::*iii:ime::iii.ii
MW-3 01/04/95 ;•:.0:::ii:•.:.N.:•:47..MiEiF.in•Miii:iiiii.i.fif•:.ii.:ili$BAiiim]]:i:i?:i::::;:iV:iii§m:xggt::Km:;.:.:ii:iiiiiii",:i...iiiiiiiiif,i':iiiii:iiiiiSBiiiigi!:?:•:iin:iiis.:iiiniiiiiiiiiAtem":iiimi!:
:i:i:iii:Mii':: :::::::* .:::i.iii.E.i:::ii.:.:i.:Mig::•:,,,,,...4iENAEME]::: ::::::::K.:.::::iiiiegniiliNiiiM.ii::::::::::•::i:i:Kegini.i.::::N.:iii :::iii::.:::: :i:i:K:i:i:gi]]]•:?;:.ii':•:Mi::
1v1VV-3 04/12/95 i.i::.: ::':::.i]::::::EF'ic.:iiiiiii:.iigiiiiiin•:•:•:?:ii.:iiimtlrginiiiimiii§*.:§§:iimi*Fr.::iiiiiiii'::•:.::iii:•::.]i:ii.:•:i:iiiii?:.:•:iiaFri]iiiiii:i:iiiiiiRiii'.:iii§iii]iiiii"Niairrilii:i§Eiiiiiiiiii.:
MW-4 02/12/92 ND ND ND ND ND
MW-4 09/29/92 ND ND ND ND ND
MW-4 01/04/95 ...........-4....92................. ND ND ...............................,..•..,........,..........................
160
MW-4 04/12/95 ]i.ii.MM:::::::41:3Ei.:::aa: ND
.....................................
....................................
..................................... ND 7 ND
MW-5 02/12/92 -- -- -- -- --
MW-5 09/29/92 -- -- -- -- --
MW-5 01/04/95 -- -- -- -- --
MW-5 04/12/95 ND ND ND ND ND
TW-6 01/04/95 iiggiMii::iVk.:.i•gieg]::'ggR:: :Mtr]::JMZNMNaaf'r:M•:::i::MM'i:::Mii.iiii'AM'ii::iiiiiii.:imiiii!iiiii•:iii':iii:ii:iiiintiiKimi::iiiiii.::.:i
::::::: :.:.:.;.:::i.ii'?;:::MaSii::MM'wMMgSEE]:::i:i:ii:i::ii;M:.g:ii::i;:.:.:i.Miiigiii.i•:.i•:.i§i'*:*x:gi.ii::Vi::•:MNii.iiii::i:.]ii.§.i.:':i.i::ii.§::::iii:::.:iiii':i;:i:::].:::i•:i:::]i:
TW-6 04/12/95 ::E.••:::g•;EF.Bi::":::::.:..i.;::E::::MinEgArNMEN:EnlrER.;••:::••••:::MMii.ilftiai:::g.'iincii..il'::•:ii:Eili'MliFMigiinii:•::: •
TW-8 1 01/04/95 ND ND ND ND ND
TW-8 04/12/95 ND ND ND ND ND
TW-9 01/04/95 1 !•:::ini:ii•:.::.:43fil.)..4:§i'i'§:"Q;:?:::Mi:U?:WA.00giiii.:iiiiif.:§iiiiiiiiiiiiiiiii.:iiiiii4A00.:Eiiiiimii...iiiiiiii::iiiiiiiiiigf4000.::ii:Eiiii.::i]i:iiii,iii:.:::ii•• . i .:K:K::.::.:if:
1 ii....i:::::::]:::.:::.ii:::i.:ii::*i:::i"::iii,i,::.,..::-:i'i•::::::Mis:::iii::ii•gi:.0:.,:::•:,,:::*:::.:i:::::::i,i6:.:IMailiiliiii ::•::i:i::::::.,.::•,:,.:•:::ii.ilii:::in:a:MiliMii,:::::.:iii:::„„ki:iiii:::::ii:iiiiMM.iiiiISii::i* ,i:%i::::ii:iiii,:ii:;'.iiniiii
TW-9 04/12/95 i'i•g1::?:2:::.".13:y.i..!:iimi:iiiiii::]:]iii!ii!iiiiKiiiii4sti:000*1*K::**::K:i*K,':*i:Kif42usurm:i:',:i*i*i:i:i*i:i:iftmil2ftwo.]ii::::K:i:i*:*:*i:.:*:::*::3.:10::Oull:i*if::::i*•:
TW-10 01/04/95 :::Xg:::: :?:':i1;45.13.iiiiiiiiiiiii§iiiiiiiiiiiiMisim1;01f**in::.*•:*•:::.0•::•:.K:ni:i.• • mm:isi:•::iii:i§ii:i:Kiii:.ii:i:K:i*:.• .:i:i:•:::.::::i::i:::i:•:5;•::::ii:"::::*i:::i,if: '..•-•. •i*J:K.•::•::::•x
.:i:ii::::::•:::,:f..0:::E.:]isiili. imai::iix:-.*x:::::i:imiiiiiimi]im.:::i.i.:::.:::i'iii.ii.:.i.i:.::ii•::.::.:: ::ii.i.iimi::.:iii::i:.-:::::.:minif:ix::.:§i'liiiii.:iii::ii:iiiii..:imiiiimi.ii*:i.:*ii.:::.ii*m.ims....
TW-10 dup 01/04/95 ?i•ii..::;:::A:PI;4i0:i':iiis:i.,:iiimi':imag:ii141§0i.:::w:::.]giiii,. .iiit.o.:i;iii...:.ilir1.3,:imaiii:::.1::iiiiiii:Iiiimis37:0:i;i•i:;:::i]:::::00:iiiiiiii"501,90 :: ::::::::
. . . . . ,.-iiigi:iiiiii]:§.:
TW-10 04/12/95 ::::i-ii.]•:.ii::i...:1.i]::::.:?:',8p:00:•:::::iis:ii...iisii:*,...iiiiiiii§i:::i:iii.:e9.gyiiiimim:ii:]:i:i:i:ii.:?::.::i:i:i*::71::.]§,.:iiii:i::: ::::.iiii:::::::,:iii§i::•::.i:.:.::i::.:490••:iii::::::::.§iiii'::.i.:::.i:iiiiiiiii::::::.i,.iiiii::41110.:i:i:i:::::::iiiiiiiiii:.
TW-10 chip 04/12/95 i::iiiiig.:Milf;(10ftinigii::iiiiiiiiiliiiiift977'fiinigge.:ilifaiiiii!;!:iiiMr7ft:ie:0:i•i:liiiii'Aiiiiilii:::::::iiiiiii3/1g..iiiiiniiiiiiiiiii:;•iiiMi..::%3A91Wigi::1::i'ii
J:\tosco\GWSMPTBL.3CLS 11053 lab Page 1 of 2 6/21/95
Table 2
Summary of Groundwater Sample Analyses
Tosco #11053, Renton, Washington
Ethyl-benzene Total Xylenes`
Well ID Date Sampled Benzene`(ppb) Toluene'(ppb) (ppb) (ppb) TPH-Gb(ppb)
Reference
Level` 5 40 30 20 1,000
Notes:i --=not sampled.
FP=floating 4duct present in well.
Shaded result idicates exceedance of MTCA Method A Cleanup Level.
a BTEX analysis using USEPA Method 8020.
b TPH-G analysis using Washington State Department of Ecology Method WTPH-G,or using USEPA
Method 418.1(noted with*).
c MTCA Method A Cleanup Levels,Chapter 170-340 WAC,amended December 1993.
•
•
J:\tosco\GWSMPTBL.XLS 11053 lab Page 2 of 2 6/21/95
ATTACHMENT 1
FIELD METHODS, SAMPLING PROCEDURES,
AND EXPLORATORY BORING LOGS
WITH WELL COMPLETION DETAILS
Exploratory Soil Borings
Soil borings for monitoring wells TW-9 and TW-10 were drilled using hollow-stem auger
equipment. Soil samples generally were collected at maximum 5-foot intervals with
2-inch inside diameter, split-spoon sampler. At each sampling location, the sampler wash
driven into undisturbed soil beyond the tip of the lead auger by using a 140-pound hammer
with a 30-inch dro9. Soil samples and auger return materials were screened for th
presence of organic vapors by using a photoionization detector (PID) and were logged b
an EMCON geologist using the Unified Soil Classification System and standard geologi
techniques.
Soil samples were collected for chemical analysis in laboratory-provided sample jars
properly labeled, placed on ice, and delivered to the laboratory along with appropriate
chain-of-custody documentation. Soil samples selected for chemical analysis wer
determined from field screening results(e.g., PID readings, distance to water table, visibl
staining, etc.).
Drilling and sampling equipment was decontaminated before and after use at each boring
Soil cuttings were stockpiled on and covered with plastic sheeting, or were contained i
properly labeled 55 gallon metal drums. Decontamination water was stored on site in
properly labeled 55-gallon metal drums. Disposal options for stockpiled soil and
drummed water were subsequently determined following receipt of results of laboratory
analyses.
Monitoring Well Installation
Monitoring wells TW-9 and TW-10 were completed by installing 2-inch-diameteir
Schedule 40 polyvinyl chloride (PVC) casing. The screened sections of each well
consisted of machirje-slotted casing which was placed approximately 5 feet above to
10 feet below the first-encountered water level during drilling. A filter pack of grade
B1L:\DATA10328-TOS\67\11053-R822-951cmc:3 Rev.0,8/22/95
40328-067.005
ATTACHMENT 1
sand was placed through the augers in the annular space between the PVC casing and the
borehole wall. The sand pack was placed to approximately 2 feet above the top of the
well screen followed by a minimum 1-foot seal consisting of bentonite pellets.
Cement grout containing 5 percent bentonite was placed above the bentonite seal to the
ground surface. A traffic-rated vault box then was installed at the groundwater surface,
and the well casing was fitted with a watertight locking cap. Exploratory boring logs with
well construction details are presented at the end of this attachment.
Monitoring Well Development and Groundwater Sampling
Following monitoring well completion, the new monitoring wells were allowed to stand
for not less than 24 hours to allow the well seals to set and water levels to stabilize.
Depth to water and product thickness(if any) were then measured to the nearest 0.01 foot
with an oil/water interface probe and well sounder and were recorded. Monitoring wells
were developed by surging, pumping, bailing, or a combination of these methods.
Temperature, pH, and conductivity of the development water was monitored to aid in the
determination that development was complete.
Following well development,water levels typically were again allowed to stabilize. Before
groundwater sampling, at least three casing volumes of water were removed from the well
by bailing or pumping. Temperature, pH, and conductivity were monitored during
purging operations. Groundwater samples were collected with a clean Teflon®bailer or a
disposable acrylic bailer, placed in clean laboratory-provided containers, properly labeled,
and placed on ice pending transport to the laboratory for analysis accompanied by
appropriate chain-of-custody documentation.
Monitoring well de elopment and purge water were contained in properly labeled,
55-gallon metal drums and stored on site. The drummed water was subsequently
transported to EMCON's warehouse in Bothell, Washington, for treatment and disposal.
B\L:(DATA\0328-TOS167111053-R822-95\cmc:3 Rev.0,8/22/95
40328-047.005
`r- IG OF EXPLORATORY BOF G
PROJECT NAME Tosco No. 11053 BORING NO. TW- 9
LOCATION 20221South Puget Drive, Renton, WA PAGE 1 OF 2
DRILLED BY Cascade Drilling, Inc. GROUND ELEV.
DRILL METHOD Hollow Stem Auger TOTAL DEPTH 31.50'
LOGGED BY Nick Gerson DATE COMPLETED 01/03/95
i
SAMPLING PID BLOWS v LrrHOLOGIC
METHOD (in ppm) PER �i a DESCRIPTION
AND El INCHES O 3 � p Z w = l C
NUMBER 5
HA - :_ _ .>:_ 0 to 0.5 foot: ASPHALT
_ 1 0.5 to 5.0 feet SAND (SW-SM), brown,
4.2 - approximately 5 to 10 percent fines, fine to
_ medium sand, few coarse sand, few to little,
4.3 angular to subrounded, fine to coarse gravel,
:t�. •..1 trace to few cobbles up to 4-inches in idiameter,
3.8 - — �22: Sfl medium dense to dense, moist. (GRADE FILL)
,►... t...
— ►... :...
- — ..t ii.i
SB 3.8 c 6-5076" 5 )f ''- S 7ff 5.0 to 31.5.feet: SILT(ML), brown to gray with
I.11053- 3.8 -_ S. 1.., scattered green discoloration, trace to few fine
.21
MW9-5 3.• :i • and medium sand, trace coarse sand, trace fine
—- �: � .Z ; angular to subrounded gravel, occasional organic
: .ar '.2i: material, low to medium plasticity, hard, moist.
:: "" (NATIVE SOIL)
:..• :...:
:..` •2'.:
- — I..� .."
I... ..
►4. 1....
►... 1..
►... ,....
1..' :4..
I ad
SB 3.6 8-10-14 —i 1O
1j
11053- - 1".:
:. . :....
MW9-1• :... :...:
- :... :..
►.. 1...•
- - :... :...:
044.:... :...•
- - :... :...:
- ►▪... 1...4
I..t.
►�� �..1
►..+ 1...•
i..♦ :....
SB 4.0 '5-5076"— 15 :th �i
11053- - Ii.,,▪. �'.:
:... _':
MW9-1 - - I... :Z:
_ — :..' :...:
- — S:i. Int
►...
►... 1...•
- - ?tft 1t...
-i
20
rill\ REMARKS
410 (1)HA = collected with stainless steel post hole digger. (2)SB = collected with a 2.5-inch-diameter Dames and Moore
split-barrel sampler. (3)Blow counts do not represent SPT results. (4)White triangle = field estimate of water level at time
of drilling.(5)Reference elevation = ground surface.
41, EMCON 1 0328-067.04.11053.L611,.:2.08/22/96...11063
,
r G OF EXPLORATORY BOF 3
' I
PROJECT NAME Tosco No. 11053 BORING NO. TW- 9
LOCATION 2022 South Puget Drive, Renton, WA PAGE 2 OF 2
DRILLED BY Cascade Drilling, Inc. GROUND ELEV.
DRILL METHOD Hollovi Stem Auger TOTAL DEPTH p1.50'
LOGGED 1BY Nick Carson DATE COMPLETED 01/03/95
SAMPLING PIDi BLOWS p W o z LITHOLODIC
METHOD (in PPm) PERG t 3 p z xb C j d a DESCRIPTION
AND a INCHES i? a S 8 3 0
NUMBER 5
SB 3.6 6076" _ . 5.0 to 31.5 feet: SILT(ML), continued.
MW9-21
- S
SB 270 5076" 25 = . @ 25.0 feet bgs: hydrocarbon-like odor.
11053-
MW9-2-
•
SB 110 6076" _
— 30 •;•_ a •::
11053-
MW9-3$
_ Total depth drilled = 30.0 feet.
Total depth sampled = 31.5 feet.
WELL COMPLETION DETAILS:
0 to 20.0 feet: 2-inch-diameter, flush-threaded,
Schedule 40 PVC blank riser pipe.
- 20.0 to 30.0* feet: 2-inch-diameter, flus -threaded,
35 Schedule 40 PVC well screen with 0.0�10-inch
- machined slots and a 2-inch-diameter threaded
end cap.
•
0 to 2.0 feet: Concrete.
2.0 to 18.0 feet: Bentonite chips hydrated with
- potable water.
- 18.0 to 30.0 feet: 10- 20 Colorado Silica Sand.
- • Backfilled bottom of hole from31.5 to 30.0 feet
- bgs with Lonestar RMC No. 2/12 Silic Sand.
40
r"\
(REMARKS
(1)HA =collected with stainless steel post hole digger. (2)SB = collected with a 2.5-Inch-diameter DamesMoore
spat-barrel sampler. (3)Blow counts do not represent SPT results. (4)White triangle = field estimate of water
and levelM art time
of drilling.(5)Reference elevation = ground surface.
` EMCON 0328-067.04.11053.L81(ea:2.08122195...11053
I
1
)G OF EXPLORATORY BOI G
PROJECT NAME Tosco No. 11053 BORING NO. TW-10
LOCATION 2022 South Puget Drive, Renton, WA PAGE 1 OF 2
DRILLED;BY Cascade Drilling, Inc. GROUND ELEV.
DRILL METHOD Holloinr Stem Auger TOTAL DEPTH 31.50'
LOGGED BY Nick Garson DATE COMPLETED 01/03/95
SAMPLINO PIO BLOWS j F o Z LITHOLOOIC
METHOD (In ppm) PER +� 0 W a DESCRIPTION
AND aINCHES o3 aLLE a °x0 30
NUMBER 1
HA 'r _.: _• 0 to 0.5 foot: ASPHALT
_ <'' 0.5 to 8.0 feet SAND (SW-SM), brown,
6.0 _ approximately 5 to 10 percent fines,fine to
i > . medium sand, few coarse sand,few fie to
4.6 — • :' coarse, angular to subangular gravel,few angular
.i: ••: to subrounded cobbles up to 6-inch in diameter,
_ — 2 2: medium dense to dense, moist. (GRADE FILL)
.. 34
ii:_ — ... I...
— ... ;..
... ...
... IN.
SB 6.16 5076" 5 .f '.:
11053- ••• r•••
- Ill 2:—
1 — 2�: :2:
- — - :it ... 8.0 to 31.5 feet: SILT (ML), light gray to brown,
... .222 few fine sand, trace to few medium to coarse
- ... I...
:21 :::i sand, trace fine angular to subroundedgravel,
j _ 10 — •
if: 222 scattered organic debris, low to medium
ii
SB 7.0 11-10-12- •i•i Z� plasticity, hard, moist. (NATIVE SOILI
11053- ::: ::
... I...
JIW1a11 ... ....
- ::: '•••
... ,...
... •I...
N. I...
- ..•. ....
—
..: ..•
:.: •::
_ ::: .:�
— — ... I..♦
... 1:.:
- .2. I...
... It:
SB 62 '7-5076"— 15 1 ::2 . ••
11053- - ••• �:S
... ,...
••• •••
ulwlal I — ... I...
... I•••
... ...
- — -... I...
... I...
... ....
... I...
— . . ... live
4,
I...
... I...
- — ... ...
20
r...,\ REMARKS
(1)HA = collected with stainless steel post hole digger.(2)SB = collected with a 2.5-inch-diameter Dames and Moore
split-barrel sampler. (3)Blow counts do not represent SPT results. (4)White triangle = field estimate of wat r level at time
1211,
of drilling.(5)Reference elevation = ground surface.
........)
4, EMCON 0328-087.04.11053.L81h.:2.08J22l95...110 3
1G OF EXPLORATORY BOF G
PROJECT NAME Tosco No. 11053 BORING NO. TW-10
LOCATION 2022 South Puget Drive, Renton, WA PAGE 2 OF 2
DRILLED BY Cascade Drilling, Inc. GROUND ELEV.
DRILL METHOD Hollow Stem Auger TOTAL DEPTH 31.50'
LOGGED BY Nick Garson DATE COMPLETED 01/03/95
SAMPLING PIG BLOWS O ttqq _ 't(ay tl Z LITHOLOGIC
METHOD In PP" PERj tuu $ d DESCRIPTION
AND 6 INCHES ¢ 3 °' .I o
of c z a � o
NUMBER
SB 25 6576" 8.0 to 31.5 feet: SILT (ML), continued.
- •
JI W 1 Q-2 iI
•
•
•
— 25 i:• • • •.
SB 9.0 6076"
-
11053- •
AW10-2. -
SB 6076"
— 30 • Isi
11053- _ •
..11 W 10-3 0 •
_ Total depth drilled = 30.0 feet.
Total depth sampled = 31.5 feet.
— WELL COMPLETION DETAILS:
- 0 to 20.0 feet: 2-inch-diameter, flush-threaded,
- — Schedule 40 PVC blank riser pipe.
— 35 20.0 to 30.0 feet: 2-inch-diameter, flush-threaded,.
Schedule 40 PVC well screen with 0.0110-inch
machined slots and a 2-inch-diameter threaded
end cap.
— 0 to 2.0 feet: Concrete.
— 2.0 to 18.0 feet: Bentonite chips hydrat d with
— potable water.
18.0 to 30.0 feet: 10- 20 Colorado Silica Sand.
40
REMARKS
414 (1)HA =collected with stainless steel post hole digger.(2)SB = collected with a 2.5-inch diameter Dames and Moore
split-barrel sampler. (3)Blow counts do not represent SPT results. (4)White triangle = field estimate of water)level at time
of drilling.(5)Reference elevation = ground surface.
Sr EMCON 1 0328.067.04.11053.L61Ir®:2.08/22/95...11063
•
ATTACHMENT 2
LABORATORY REPORTS
•
11' Ili b i'± o • 1d { j
'1T ' Cl ' 1 1 111{./`iJ/""iii"
Analumb�cl ic
SerVke SM
January 10, 1.995 Service Request No.: B950001
Michael Nelson
EMCON Northwest
18912 .N Creek Parkway
Suite 210
Bothell, WA 98011
Re: TOSCO #11053/Project #0328-067.04
Dear Michael:
Attached are the results of the sample(s) submitted to our laboratory on January 3,
1995. For your reference, these analyses have been assigned our service request
number 6950001 .
All analyses were performed consistent with our laboratory's quality assurance
program.! All results are intended to be considered in their entirety, and CAS is ot
responsible for use of less than the complete report. Results only apply to samples
analyzed
Please call if you have any questions.
i
Respectfully submitted,
Columbia% Analytical Services, Inc.
Colin B. Elliott
Laboratory Manager
CBE/bdr Page 1 of S
18912 North Creek Parkway. Suite 118 • Bothell, WA 98011 • 206/486-6983 • Fax 206/486-7695
COLUMBIA ANALYTICAL SERVICES, INC.
Analytical Report
Client: EMCON Northwest Date Collected: 01/03/95
Project: TOSCO #11053 Date Received: 01/03/95
Sample Matrix: Soil Date Extracted: 01/04,05/•5
Work Order No.: B950001
BTEX and TPH as Gasoline
EPA Methods 5030/8020
Washington DOE Method WTPH-G
mg/Kg (ppm)
Dry Weight Basis
Sample Name: 11053-MW10-20 11053-MW9-20 Method Blank
Lab Code: B0001-1 B0001-2 B0001-MB
Date Analyzed: 01/04/95 01/04/95 01/05/95
Analyte MRL
Benzene ' 0.05 ND ND ND
Toluene 0.1 ND ND ND
Ethylbenzene 0.1 ND ND ND
Total Xylenes 0.1 ND ND ND
TPH as.Gasoline 5 ND ND ND
TPH Total Petroleum Hydrocarbons
MRL Method Reporting Limit
ND None Detected at for above the method reporting limit
Approved by ca-e/ Date 0617.r
2
COLUMBIA ANALYTICAL SERVICES, INC.
QA/QC Report
Client: EMCOF Northwest Date Collected: 01/03/95
Project: ; TOSCO #11053 Date Received: 01/03/95
Sample Matrix: Soil Date Extracted: 01/04/95
Date Analyzed: 01/04/95
Work Order No.: B950001
Surrogate Recovery Summary
BTEX and TPH as Gasoline
EPA Methods 5030/8020
Washington DOE Method WTPH-G
Sample Name Lab Code Spike Level Percent Recovery
(mg/Kg) 4-Bromofluorobenzene
11053-MW10-20 B0001-1 8.8 89
11053-MW9-20 B0001-2 8.8 80
Method Blank B0001-MB 8.8 95
Laboratory Control Sample B0001-LCS 8.8 107
Laboratory Control Sample B0001-GLCS 8.8 98
CAS Acceptance Criteria 71-108
' I
TPH Total Petroleum Hydrocarbons
Approved byJI-N" l%�'��"u'/ Date ///U/5
3
COLUMBIA ANALYTICAL SERVICES, INC.
QA/QC Report
Client: EMCON Northwest Date Extracted: 01/04/95
Project: TOSCO #11053 Date Analyzed: 01/05/95
LCS Matrix: Soil Work Order No.: B950001
Laboratory Control Sample Summary
BTEX and TPH as Gasoline
EPA Methods 5030/8020/Washington DOE Method WTPH-G
mg/Kg (ppm)
CAS
Percent
Recov ry
True Percent Accepta ce
Analyte Value Result Recovery Criteria
Benzene 1.00 0.90 90 54-111
Toluene 1.00 0.95 95 52-119
Ethylbenzene 1.00 0.94 94 59-115
TPH as Gasoline 50 60 120 44-154
TPH Total Petroleum Hydrocarbons
Approved b
PP Y
Date l/la/9
4
a-EmCQn CHAIN-OF-C-UST-ODY/L-ABORATOR-Y-ANALYSIS-REPORT-FORM
NodhWesti-Inc. DATE (3/I PAGE / OF / '
'1 ANALYSIS/REQUEST
PROJECT NAME T 054 c Ft II C 5 3 a V5 gr " 0 6 7 D L/ PETROLEUM HCS ORGANIC ORGANIC METALS/INORGANICS
O.
PROJECT - Mil.Pi PIi'I"- n10LL/N , c,IC 6014-5onl O Q
m
COMPANY/ADDRESS /�1Lr�n/ aDGI ( ¢z �° l l Y '
/ ry t? lig O Ov a
/ /Z °F� o`tr Q m
Q� v O^o �� U �O / • /..
PHONE��,S jo0b :05 m O ovo U0LiFOB ,� O.
O / a; I /o,ti Qv, 0 Oo Omf1.11 � Ci qi r m O`0 3ro °Um O �°3 m c2 VSAMPLERS SIGNATURE ......so
C? O rr c o m a 4 / o a o 2'`
if/ m2 20 2m 2m 2m ? �g'� �m � yo 20 �m ?m° m Ali �c
SAMPLE LAB SAMPLE Z _ 7m-/4=m /4;m /4�roi4—2mo' r,_Om.V_Qmo aQ �V m_ ,y_Vim—a=Z-O_ --REMARKS—
I.D. DATE TIME I.D. MATRIX � O � � ro C9 C? o o � �
!►0-53-P'W1b-XD 1/3/95 11 D5 5 1. I -.
1I 053 -g\wq-ao / 010,5 I
110$% ,nt.Jf}
•
RELINQUISHED BY: } RECEIVED BY: TURNAROUND REQUIREMENTS REPORT REQUIREMENTS INVOICE INFORMATION: SAMPLE RECEIPT:
? t�Ztis lie, /�� N Vakil1 24 Iv _48 hr.—5 day _I. Routine Repot
Sig nacure Signa�e M t rdard(10-15 working days) . II.Repot(includes DUP.MAS. P.O.8 Shipping VIA: - _
0/ t1C- fi (t 6°A1 ((((((//////Name !�S� _Provide Verbal Preliminary MSD,as required,may be Bill To Shipping to:
Pri ed Name Printed A. Results
���� �) Condition:
/1')G 0) 1 _III.Data Vafidation Report
1r }11 CkS (.500 4 irl 0 3 9 . ,3 % u p —Provide FAX preliminary Results (includes At Raw Data) ' r'
Date/Tifne Date/Time Requested Report Date _IV.CLP Dernerable Report Lab No: `�G 0061
RELINQUISHED BY: RECEIVED BY: SPECIAL INSTRUCTIONS/COMMENTS:
Signature Signature
PLe/-1-sc. (Lc-I'LItin/ '� ) L-F1' 0vt — scfAn/01c_ -I-O
Printed Name Printed Name /V 1.LPL G )1 10�/ ci f�ati 3-0—c1- S. �—New-c '�'c_
`% 1e.tk 0‘,/e ' ' S4,,,,PIIC. foti 1 i Y-, o1e5,•L ,'/✓( /ys,
Firm Firm J Date/Time Date/Time
— :
. ., .. "i.j 1 ;
,...
. Columbia f
A 41995 11 1
A►:.. Analytical 1.... 1
Services _-
January 23, 1995 Service Request No.: B950010
Mike Noll
EMCON Northwest
18912 N Creek Park ay
Suite 210
Bothell, WA 98011
Re: TOSCO #11053 - Renton/Project#0328-067.04
Dear Mike:
I
Attached are the results of the sample(s) submitted to our laboratory on January 5,
1995. For your reference, these analyses have been assigned our service request
number B950010.
All analyses were performed consistent with our laboratory's quality assura ce
program: All results are intended to be considered in their entirety, and CAS is �iot
responsible for use of less than the complete report. Results only apply to samples
analyzed'.
Please call if you have any questions.
I
Respectfully submitted,
Columbia Analytical Services, Inc.
a
,c,/,6;bt
Colin B. Elliott
Laboratory Manager
I
cc: Nick Garson
•
CBE/bdr Page 1 of 1 _
189112 North Creek Parkway, Suite 118 • Bothell, WA 98011 • 206/486-6983 • Fax 206/486-7695
I
I
1
COLUMBIA ANALYTICAL SERVICES, INC.
Analytical Report
Client: EMCON Northwest
Project: TOSC• #11053 - Renton Date Received: 01/05/95
Sample Matrix: Water Work Order No.: B950010
CASE NARRATIVE SUMMARY
All analyses were performed consistent with the quality assurance program of
Services, Inc. Columbia Analytical
Samples MW-1-0195 and MW-9-0195 were analyzed both as original concentrations
H
Unfortunately, the dilutions) contained levels of benzene and toluene still above the upper rs dilutions.
n
level. Since no unsamplecl vials were left, the results from the diluted sample analysescale bei•g
reported as estimated concentrations for benzene and toluene. are i
1
pproved by LCG17' I
Date th?/ 1-- ,
2
t
•
COLUMBIA ANALYTICAL SERVICES, INC.
Analytical Report
Client: EMCON Northwest Date Collected: 01/04/95
Project: TOSCO #11053 - Renton Date Received: 01/05/95
Sample Matrix: Water Work Order No.: B950010
BTEX and TPH as Gasoline
EPA Methods 5030/8020/Washington DOE Method WTPH-G
pg/L (PPb)
Sample Name: MW-1-0195 MW-2-0195 MW-4-0195
Lab Code: B0010-1* B0010-2 B0010-3
Date Analyzed: 01/18/95 01/18/95 01/17/95
Analyte MRL
Benzene 0.5 **40,000 ND 19.2
Toluene ! 1 **28,000 ND ND
Ethylbenzene 1 2,000 ND ND
Total Xylenes 1 11,000 1 31
TPH as Gasoline 50 130,000 ND 160
TPH Total Petroleum Hydrocarbons
MRL Method Reporting Limit
ND None Detected at or above the method reporting limit
" Result is from the analysis of a diluted sample, performed on January 18, 1995.
** Results are an estimate since dilution concentrations are still above the instrument calibration
limits.
Approved by a� • �2;,%"'I Date //Z?%-r
3
COLUMBIA ANALYTICAL SERVICES, INC.
Analytical Report
Client: EMCON Northwest Date Collected: 01/04/95
Project: TOSCO #11053 - Renton Date Received: 01/05/95
Sample Matrix: Water Work Order No.: B950010
BTEX and TPH as Gasoline
EPA Methods 5030/8020/Washington DOE Method WTPH-G
Ng/L (ppb)
Sample Name: MW-8-0195 MW-9-0195 MW-10-01 .5
Lab Code: B0010-4 B0010-5* B0010-6
Date Analyzed: 01/17/95 01/18/95 01/17/95
Analyte MRL
Benzene 0.5 ND *`43,000 1,450
Toluene 1 ND *453,000 1,010
Ethylbenzene 1 ND 3,100 61
Total Xylenes 1 ND 18,000 309
TPH as Gasoline 50 ND 240,000 5,100
TPH Total Petroleum Hydrocarbons
MRL Method Reporting Limit
ND None Detected at or above the method reporting limit
Result is from the analysis of a diluted sample, performed on January 18, 1995.
** Result is from the analysis of a diluted sample, performed on January 18, 1995; however,
dilution results are an estimate above instrument calibration.
Approved ' Date / -7 S S—
Pp b Y I
4
COLUMBIA ANALYTICAL SERVICES, INC.
Analytical Report
Client: EMCON Northwest Date Collected: 01/04/95
Project: ! TOSCO #11053 - Renton Date Received: 01/05/95
Sample Matrix: Water Work Order No.: B950010
BTEX and TPH as Gasoline
EPA Methods 5030/8020/Washington DOE Method WTPH-G
pg/L (ppb)
Sample Name: MW-11-0195 Method Blank
Lab Code: B0010-7 60010-M:
j Date Analyzed: 01/17/95 01/17/9
Analyte MRL
Benzene 0.5 1,610 ND
Toluene 1 1,150 ND
Ethylbenzene 1 73 ND
Total Xylenes 1 370 ND
TPH as Gasoline 50 5,890 ND
TPH Total Petroleum Hydrocarbons
MRL Method Reporting Limit
ND None Detected at or above the method reporting limit
" Results are an estimate since dilution concentrations are still above the instrument calibration
limits.
Approved by ` �����'rt Date //23/sr
5
COLUMBIA ANALYTICAL SERVICES, INC.
QA/QC Report
Client: EMCON Northwest Date Collected: 01/04/95
Project: TOSCO #11053 - Renton Date Received: 01/05/95
Sample Matrix: Water Date Analyzed: 01/17,18/95
Work Order No.: B950010
Surrogate Recovery Summary
BTEX and TPH as Gasoline
EPA Methods 5030/8020
Washington DOE Method WTPH-G
Sample Name Lab Code Spike Level Percent Recovery
(pg/L) 4-Bromofluorobenz•ne
MW-1-0195 B0010-1 100 90
MW-2-0195 B0010-2 100 101
MW-4-0195 B0010-3 100 98
MW-8-0195 B0010-4 100 95
MW-9-0195 B0010-5 100 94
MW-10-0195 B0010-6 100 82
MW-11-0195 B0010-7 100 96
Method Blank B0010-MB 100 99
CAS Acceptance Criteria 86-116
TPH Total Petroleum Hydrocarbons
C
Approved by Date I43 /if-
6
n-Emcon CHAIN-OF C-UST-ODY/L-ABORAT-OR-Y-ANALY-SI-S-REPOR-T FORM-
Northwesi, Ire. DATE PAGE / OF I
fir � O3ZZ ANALYSIS REQUEST
PROJECT NAME I O3C " IZEKIT6 a n G �J ,D1 PETROLEUM HCS ORGANIC ORGANIC METALS/INORGANICS
PROJECT -ro.Sc.o 4t 11053 'y
_ r cc
w /co/
COMPANY/ADDRESS � [(JT� z c,o/ _ �� .
- - /kt//frs
- : 4� - - - ---�m� m cc?.., m - -
l'�,c zPONE8 4SAMPLERS `O r0,SAMPLE LAB SAMPLE 0 4Q _ mID. DATE TIME I.D. MATRIr �C4 Qvo Q`�` �� �J V Q =�
"- .
MW-- ( - d I9-c I•`i.9-1520 No _r vAFS4- 2
MW-2.- UI9S c3o5 Z I 2 X
Ow- 4-ocgg 1356 3 2 X .
Mw - `i3 --o19S fSlo 4 2 X
Mv.) - 9 -019S 1200 6 2 %
,Mv\J - 16-o1,5 )3SS ( 2 X
tAw - t l-o►95s V NO '7 4 2 X
•
LINQUISHED BY REC IV BY: TURNAROUND REQUIREMENTS REPORT REQUIREMENTS INVOICE INFORMATION: SAMPLE RECEIPT:
�� 24 hr —48 hr.—5 day —I.Routine Repoli {*,.
Si ature ,�}' Sign r �s x Standard pa15 working days) . II.Report(includes DUP.MAS. P.O.# Shipping VIA: .- i
A oat IA) A etro 7 y�, `1/, Provide Verbal Preliminary MSD,as required,may be Bin To Shipping to:
anted Name Printed NaAme,�t —ResuILS charged as samples) Condition:
F w P/14-� —III.Data Validation Report
gr, /A II/`j07.50 Firrysy,r -7:re) —Provide FAX preliminary Results (includes Atl Raw Data)
Date/Time Date/Time Requested Report Dale —IV.CLP Deliverable Report Lab No: ( 95‘D OGD
RELINQUISHED BY: RECEIVED BY: SPECIAL INSTRUCTIONS/COMMENTS:
Signature Signature
Printed Name Printed Name
Firm Firm
Date/Time Daternme
),
Columbia [III
!9126
•
Analytical
f: . - ':., Services,.
April 26, 1995 Service Request No.: B950288
Keith Johnson
EMCON Northwest
18912 N Creek Parkway
Suite 210
Bothell, WA 98011
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Re: TOSCO #11053/Project #0328-067.04
Dear Keith:.
Attached are the results of the sample(s) submitted to our laboratory on April 13,
1995. Preliminary restlilts were transmitted via facsimile on April 20, 1995. For your
reference, these analyses have been assigned our service request number B950288.
All analyses were performed consistent with our laboratory's quality assurance
program. All results are intended to be considered in their entirety, and CAS is not
responsible for use of less than the complete report. Results only apply to samples
analyzed.'
Please call if you have any questions.
Respectfully submitted,
Columbia Analytical Services, Inc.
Colin B. Elliott
Laboratory Manager
CBE/bdr Page 1 of y
18912 North Creek Parkway. Suite 118 • Bothell, WA 98011 • 206/486-6983 • Fax 206/486-7695
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COLUMBIA ANALYTICAL SERVICES,INC.
Analytical Report
` Client: EMCON Service Request: B950288
'roject: TOSCO#11053 Date Collected: 4/12/95
ample Matrix: Water Date Received: 4/13/95
Date Extracted: NA
Date Analyzed: 4/18/95
BTEX and Total Petroleum Hydrocarbons as Gasoline
EPA Methods 5030A/8020 and Washington DOE Method WTPH-G
Units: µg/L(ppb)
Total TPH as
Analyte: Benzene Toluene Ethylbenzene Xylenes Gasoline
Method eporting Limit: 0.5 1 1 1 50
ample Name Lab Code
MW-01-0495 i B950288-01 2160(b) 2200(a,b) 437(b) 2660(b) 21,200(b)
MW-02-0495 B950288-02 ND ND ND ND ND
MW-04-0495 B950288-03 71.3 ND ND 7 ND
. -05-0495 B950288-04 ND ND ND ND ND
f
;W-08-0495 B950288-05 ND ND ND ND ND
1 -09-0495-10-0495
B950288-06 49,000(a) 40,000(a) 2200(a) 12,000(a) 170,000(a)
B9b0288-07 8300(a) 983 71 190 4010
-11-0495 B950288-08 8000(c) 977 70 188 4390
ethod Blank B950288-MB ND ND ND ND ND
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(.) Result is from the analysis of a diluted sample,performed on 4/19/95.
.) Result is from an analysis performed on 4/19/95.
( ) Result is from the analysis of a diluted sample,performed on 4/20/95.
pproved By: •�� Date: �2�o���'
s la2t94 L
02SSPHC.D11-BTXw 4l69S Page No.:
1 0
COLUMBIA ANALYTICAL SERVICES,
QA/QC Report
l Client: EMCON Service Request: B950288
Project: TOSCO#11053 Date Collected: 4/12/95
Sample Matrix: Water Date Received: 4/13/95
Date Extracted: NA
Date Analyzed: 4/18/95
Surrogate Recovery Summary
BTEX and Total Petroleum Hydrocarbons as Gasoline
EPA Methods 5030A/8020 and Washington DOE Method WTPH-G
Percent Recovery Percent ecovery
Sample Name
Lab Code 4-BFB(PID-BTEX) 4-BFB(FID-GAS)
MW-01-0495 B950288-01 (a)89 (a)102
MW-02-0495 B950288-02 107 1017
MW-04-0495 B950288-03 109 1 7
MW-05-0495 B950288-04 108 1 7
TW-08-0495 B950288-05 110 1 6
TW-09-0495 B950288-06 85 9
TW-10-0495 B950288-07 103 92
TW-11-0495 B950288-08 104 112
Method Blank B950288-MB 107 117
(
CAS Acceptance Limits: 86-116 86 116
(a) ' Result is from an analysis performed on 4/19/95.
d/e _ - G" Date: 2� s�
Approved By:
y/ /
SUR.NI 11594
0288PHC.D11-BTXwSUR 4fl6N95 Page No.: 3
`i Can CHAIN-C. UST-ODY/-LABO-RAT-ORY_ANALY_SI_S REPO : FORM
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ANALYSIS REQUEST a
PROJECT NAME 7 s o '1//L;s 3 # 03Z S-o67-ir74 PETROLEUM HCS 0 ORGANIC ORGANIC METALS/INORGANICS
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-' L QUISHED BY• RECEIVED BY: TURNAROUND REQUIREMENTS REPORT REQUIREMENTS INVOICE INFORMATION: SAMPLE RECEIPT:
/ ' `',, 7T _24 hr _48 hr. 5 day ' xl.Routine Report
Signature T 1 J� Standard(10-15 working days) . II,Report(includes DUP.MAS. PA.A Shipping VIA:
'_f MSD,as required,may Bill To Shipping to:
.� Printed NameD _Provide Verbal Prefminary charged as samples)
•nnte• ame Results
_III.Data Validation Report •
rL'D�✓ Firm S .3 _provide FAX preliminary Results cludes All Data)
Date/Time Q
` -gf / !D�7 Date/Time� ��• Requested Report Date —N.UP Deliverable Report Lab No: q`7 O ZSrI
RELINQUISHED BY: RECEIVED BY: SPECIAL INSTRUCTIONS/COMMENTS:
—Signature Signature
Printed Name Printed Name .
Firm Firm
Date/T ime Date/Time
. . DEVELOPMENT SERVICES DIVISIOI
WAIVER OF SUBMITTAL .REQUIREMENTS FOR LAND USE .
!
. I APPLICATIONS •.
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COMMENTS
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EXiStiha:::0;;5/Ohoj-jfk:(Roor:04:popy).:.4...!..„,........::::::::::..:•:.:.::::.::::
Existing Easements (Recorded Copy) 4
Flood Plain Map if ' ..• . .•.,.::::::.,:i,....:::::i ,...:::,:,.......:;:::.,:,:. - .i;::: g;::1...d::::%:i.....ii..i.::: :.: :i.:::::::::::::::::::i!:.:::::::!!!i..giniiii..::L:::::.e.;.:::::::::::.:::::::.:-....:.....'i:.:...i..::.!.:.:
Floor Plans 3AND4 I • 1./1/0.411--•
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Grading Plan, Conceptual 2 Xiet6/ .
Grading.e)00-4.p00iloq...i.....-:.
King County Assessor's Map Indicating Site 4
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Legal Description 4
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Mailing Labels for Property OWners 4
Map ofExistihg:Site'...0eriditions.4 .•:: .' •• ....••••i: ......:•:::: ... , :....!.. ....•:..•:.r...',...;::....f..:,•:..:.:•?.::..... •.i...::::::...:.....:: :::::.:•:,.::::::,...iti.:.••:..iii...,...•:::::::.:*!......:::i.%.:.:)::::,::::::.T.::,.::::•:-..::::
Master Application Form 4
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Parking, Lot Coverage & Landscaping
Analysis 4 . .
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Postage 4 . 1
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Title Report or Plat Certificate 4 .
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Traffic Study 2 /012U11
Tree CuttingNegetation Clearing Plan 4... .. '.:II .:,..• iti..1.V.i..I.:I.I.,...I.I.I.. ..Z•••:::•:..•::::::...•:' -... ....I. :::•:••,IZ'AI::.;;;;Ii..I..ii.:::•;::::,.:•• ••• .....]::;::II:II:I..:;•••••:::a. ....::.:::::.;I::::•::g.:::::.0.;:•:::::..M.:•...•••••••,I.II.:.:•:::•:::...Z.:.:::,:::-...::::.I.I.
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> . Utilities Plan; Generalized 2
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Wetlands Planting Plan 4 1444P PI
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This requirement may be waived by:
1. Property Services Section PROJECT NAME: gr, iit/nk-- ReP/iLtaniAit-
. 2. Public Works Plan Review Section
3. Building Section DATE: 4 .0,1-1 .q 0
4. Development Planning Section
h:\division.sldevelop.ser\dev,plan ing\waiver.xls
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City of Renton WA Reprinted: 08/13/98 10 : 02 Receipt
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ec-ipt Number: R9804928 Amount: 456 . 00 08/13/98 10 : 02
Payment Method: CHECK Notation: #4544 ARCHITEKTN Init: LMN
Project #: LUA98-125 Type: LUA Land Use Actions
Parcel No: 202305-9124
.ite Address : 2022 S PUGET DR
I Total Fees: 456. 00
Th' s Payment 456 . 00 Total ALL Pmts: 456 . 00
Balance: . 00
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Acpount Code Description Amount
000 . 345 . 81 . 00 . 0007 Epvironmental Review 400 . 00
000 . 05 .519 .90 .42 . 1 Postage 56 . 00
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