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NEW <br /> TPH—G=61 <br /> B=<0 5 <br /> DRIVEWAY MTBE=O 9 <br /> (48-52') <br /> 29 TPH—G-80 <br /> TP — 2, 0 B—<D 5 <br /> B=5,900 MTBE-<O 5 <br /> PAVED MTBE=<40 (78-62') <br /> PARKIN (47-51') TPH—G-120 <br /> TPH—G=1,400 CPT8 B=1 5 <br /> B=D 9 MTBE=<O 5 <br /> M = 5 1,2—DCA-2 8 <br /> 8— 2' (100-104') (26'-301 <br /> TPH—G= 1 000 >< COURTYARD TPH-13='1,400 HP9 <br /> Y (29-33) <br /> B-8500 (AREA DETAIL)DIRT I e=79 <br /> MTBE=<40 x MTBE=<0 S AA <br /> TPH—G=<50 (106-1136) (90'-94) / R PARKING I a <br /> B=<O 5 TPH--G=77D TPN—G=I6,DDO/ I \ AREA K IPH— � <br /> p MTBE=16 B=77 8=1,800 —t (0 5 <br /> 7') \ <br /> rn (50-54') MTBE=<D 5 MTBE—<'20 + 2 MW-5\ MTBE=<5 0 <br /> TPH—G=490 / HP5 <br /> B=<0 5 AP £NTS I A (27'-311 <br /> MTBE-<O 5 (103'-107')` I I BUILDING WPB <br /> (82-86') TPH—G=1,300 <br /> TPH—G=73,000 B-150 ��`�~`CCCCCC~ !HP,1 1�� )70 A <br /> B=7,500 0 \ HP I // B 17 TF"—G-<5D <br /> MTBE-<100 B=<D 5 <br /> (Tp$ir-1c�25 1300 PARKING \ x� MTB 50 MTBE=<5.0 <br /> 8=1,200 (28'-32') (2 '-32) rl(28'-32') (29-33) <br /> MTBE=<20 TPH-13=110 —G=6.300 rTPH—G—<50 I T <S0 <br /> B <br /> HOUSES B-0 6 585 <br /> 0 6IB-<O 5 x <br /> MTBE—<5 0~Z M E=m +} TBE=<5.0 l I I 14TBE0 7 <br /> SIDEWALK 1.2—DCA=23 <br /> ! ��y G=3D,DO0 <br /> CPT5 'HP13% WP12/f CPY4 HP11� HP10 �CPT3 MTB 000HP21 HP19 I HP20 (28'-32(46'-50') (46'-50') I (46-50') TPH-C� TPH-G=450 PARK STREET <br /> (26-32') TPH—G=780 TIS!—G-4.DOD TPW—G=6.900 B—<15 B=97 <br /> TPH—G-14D,OOD 5-22 B-110 I B=2,200 MTBE—<5 0 MTBE=<O 5 <br /> B=1.5DD MTBE—<50 MTBE=<50 I MTBE<1D DIPE=41 <br /> MTBE—Q00 (126-130') <br /> (76-80') / _5 TPH—G=170 <br /> TPH—G=B7,000 6=4 6 <br /> MTBE Q00 MW-7 MW-2 COVERED DETAILING AREA \ ------- MTBE=<O5 <br /> DIPE=1 0 <br /> (105-109') 12—OCA-16 <br /> TPH—G=600 MAINTENANCE AREA (153-157') <br /> 8=34 I I TPH—G=<50 <br /> MTBE-<D 5 <br /> I I B-33 <br /> CANEPA'S I I <br /> MTBE-<0 <br /> 2 5 <br /> B2-82 5' CAR WSW CANOPY COVERED I 1.2-DCA=D a (2'- <br /> TPH-G-25o I FUEL DISPENSING AREA I H <br /> MTBE=<2 0 w I T I I I W - <br /> 82-95 7' ——— _ I I N 6D <br /> B=GO 5 <br /> TPH-G=1 4 �jj FORMER I—,, I I z MTBE-8.5 <br /> a-<0 DOS UST LOCATIONS 1 TPH-G-33D.000FCANOPY/I <br /> MTBE-<0 005 (3O'-341 8=15.000 Q <br /> —�� HP14 MTBE=<1,DOD �ISORMER <br /> PENSINh OFFICES STORE o <br /> x MW-1 AREA J ZQ' <br /> /679-83') _(119 -34) (32'-39'1 (3O'-s4 <br /> 3a / TPH-G=26 DDI TPH-0-8 fi,� H- 7 (30'HP16 HP15 HP18 <br /> 900 <br /> MTBE==<25 /=651 MIK-<500 AA A A <br /> N I (0-120)TPTPN-G=180 -3 TPH-G=410 1M-G-770 TPH-G= <br /> HP1 P3 } 8=08 8=17 B-8.6 8=<0 5 <br /> O . A A A ' TBE=c50 MTBE=11 MTBE-62 MTBE=56 <br /> ——--SB1 HP2 / FW-5 <br /> 0OV-105') MW-6 <br /> ,SB1-6s' \ TPH—G-39,000 / STORAGE YARD <br /> TPH—G-3,700 \ —B=330 / <br /> B-14 MTBE=<2EL- <br /> MTBE=<2.5 MW-4 <br /> SBI-69 <br /> (AREA OF DETAIL) FW-7 <br /> TPH-6=360 <br /> 9-16 <br /> MTBE-<D 5 <br /> rn <br /> SB1-76• <br /> TPH-G--4900 FORMER FARMERS <br /> B=19 PUMPS FW-3 PROPERTY <br /> MTBE=<25 BUILDING 6 <br /> TPH—G-340 u <br /> B=D46 <br /> MTBE=<D 25 FW-2 p FW-1 <br /> FORMER <br /> _s <br /> FW-4 UST LOCATIONS <br /> OAK STREET <br /> LEMM <br /> MW-1* = EXISTING CANEPA'S CAR WASH MONITORING WELL j� <br /> FW-1# = EXISTING FARMER PROPERTY MONITORING WELL Nom <br /> S81 • = SOIL BORING <br /> ,, D SD <br /> r.PT1-� _ _ -2-INVEST97TI <br /> SCALE IN FEET <br /> CPT3 O = CPT BORING -- CURRENT INVESTIGATION (HYDROPUNCH SAMPLE INTERVAL IN FEET BELOW GROUND SURFACE (BGS)) <br /> 82 Q = SOIL BORING - CURRENT INVESTIGATION <br /> HPI A = DIRECT PUSH (HYDROPUNCH) BORING (SAMPLE INTERVAL IN FEET BGS) <br /> TPH-G = TOTAL PETROLEUM HYDROCARBONS QUANTIFIED AS GASOLINE CONCENTRATION IN µg/L (GROUNDWATER) AND mg/kg (SOIL) <br /> B = BENZENE CONCENTRATION IN ugA (GROUNDWATER) AND mg/kg (SOIL) <br /> MTBE = METHYL TERTIARY-BUM ETHER CONCENTRATION IN Ag/L (GROUNDWATER) AND mg/kg (SOIL) <br /> DIPE = DI-ISOPROPYL ETHER CONCENTRATION IN µg/L (GROUNDWATER) <br /> 1,2-DCA = 1,2-DICHLOROETHANE CONCENTRATION IN Ag/L (GROUNDWATER) <br /> Kg/L = MICROGRAMS PER LITER = PARTS PER BILLION (ppb) <br /> mg/kg = MILLIGRAMS PER KILOGRAM = PART PER MILLION (ppm) <br /> QIS uIgR THIS MAP REPRESENTS FEATURES FOR LWSTRAnaN PURPOSES ONLY IT IS ypi A LEGAL THIS SITE MAP WAS COMPILED FROM ORIGINAL SITE PLAN PREPARED BY <br /> SURVEY AND IS NOT INTENDED FOR USE IN DETERMINING 90UNDARIES ANY USE OF THIS MAP FOR PURPOSES WHF ENVIRONMENTAL, QUARTERLY GROUNDWATER MONITORING REPORT DATED 9/12/95 <br /> OTHER THAN FOR APPROIOMATE LOCATION OF FEATURES IS DONE SO AT THE USERS RISK AND VIITHOUT INE <br /> CONSENT OF CONDOR EARTH TECHNOLOGIES INC <br /> com umTECMULOWRII Js Na SITE MAP WITH BORING LOCATIONS <br /> 188 Frank West Circle, Ste I 2038A <br /> N Stockton CA 95206 Date AND LABORATORY ANALYTICAL RESULTS <br /> o (209) 234-0518 7 JULY 2004 <br /> ca lV C 0209) 234-0538StaleCANEPA S CAR WASH <br /> N rn Www codorearth com As SHOWN 248 E. PARK STREET <br /> stacktonAcondorearth com <br /> Drawn Chkd STOCKTON, CALIFORNIA <br /> AWA CEK <br /> P-\2000.ari\2038 GmWa Pak\20WA Cama Pork\2039AL00\dwo\2038AF2dwa 9-09-04 11 4111 AM oamdd <br />