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h <br /> I <br /> Storm Drain <br /> Tree <br /> West Fremont Street <br /> Utility �High voltage line - <br /> if - — — — — — — Sidewalk — — — — — — — —Sidewalk <br /> IEft_�t (�CIlS_ <br /> 5 5 94 <50 23 11 Water <br /> 8 30 94 <50 <0 3 American Protective meter TPH G$tali <br /> 12 21 94 97 86 MW5 Services building 11 ,c, 12 P2 92 <90 <0 3 <br /> 1 2 6 190 <0 3 1 12 1-93 230 057 <br /> 1 2 96 740 20 II m 5 5 94 130 <0 3 <br /> 4 4 96 740 130 0 8 30 94 300 <0 3 <br /> 8 15 96 4500 370 ll > 12 21 94 <50 <0 3 <br /> II 3 31 95 130 <0 3 <br /> MW4 Former 1 2 96 <50 <0 3 <br /> dispensing 4 9 96 <50 <0 5 <br /> TPH G @enz, island 8 t5 96 <50 <0 3 <br /> 12-22-92 11000 1100 I 11 <br /> 12 1-93 7300 1300 A/C pavement MW3 TPH G Benr• <br /> 5-5 94 7000 1300 ' I 12 22 92 20 000 150 <br /> 8 30 94 2130 47 <br /> 12 21 94 12 000 2800 Concrete II 5 5 94 Sheen <br /> 3 2 95 210 33 Storm drain MW1 I <br /> 1 1 95 18100 4200 Storm 8 30-94 Sheen <br /> 4 9 96 33000 5200 Drain Manhole 12 21-94 Sheen <br /> l Overhead cover 3 31 95 2300 1 7 <br /> 8 15 96 50 000 4000 <br /> Excavation i-_----- 1 Utility 1 2 96 6100 <1 5 <br /> Boundary I /1 I lines 4-9 96 7300 <2 5 <br /> 4 Canopy overhang `-- J } II 8 15 96 1500 <1 3 <br /> -17 clea ranee <br /> Covered Loodmcy Dock I 11 Chase <br /> Concrete 4 5" high Mw2 Chevrolet <br /> 4 Il Property <br /> MW6 Former I 11 TPH t; ��' Storm 10 000-gallon 1pH G , <br /> 5-5 94 72 0 36 Drain underground } ll <br /> 8-30-94 <50 <0 3 fuel tank 12-22 92 69 0 51 <br /> III A/C 12-1 93 <50 <0 3 <br /> 12-21-94 220 <0 3 <br /> 3 31 95 <50 <0 3 pavement 5 5 94 c50 <0 3 <br /> 1 2-96 <50 <0 3 }II 8 30-94 <50 <0 3 <br /> 4 9-96 <50 <0 5 12 21-94 <50 <0 3 <br /> 8-15-96 <50 <0 5 �I 3-31 95 83 <0 3 <br /> E Crystal Creamery 1 2 96 <50 <0 3 <br /> Warehouse 4 9 96 c50 <0 5 <br /> 8 15 96 <50 CO 5 <br /> Utdiiy <br /> pole <br /> I <br /> I <br /> SMW2 TPH-G&nL <br /> 12 21-94 <50 <0 3 <br /> 3-31 95 <50 <0 3 <br /> 1-2 96 <50 <0 3 <br /> 4-9 96 <50 <0 5 <br /> JOE i NOTES. <br /> = Groundwater monitoring well (Installed by Wallace--Kuhl & Associates) 1 Site Pian adapted from field drawing <br /> I <br /> + = Groundwater monitoring well (Installed by Applied Geosystems) 2 Well locations and elevations surveyed <br /> ® = Groundwater monitoring well (Installed by RESNA) by Siegfried Engineering <br /> TPH fi&aL = Date water sample collected/Total Fetroleum Hydrocarbon as Gasoline (TPH--G) <br /> 5-15-96 1500 <13 and Benzene reported In Ag/1 (ppb) <br /> 4 20 40 <br /> Scale to Feet <br /> h <br /> SITE PLAN WKA NO 162808 <br /> Drawn By HLA <br /> 404 WEST FREMONT STREET DATE 11/96 <br /> WALLACE • KUHL a ASSOCIA'T'ES, INC Checked By KM8 <br /> GEOTECHNICAI ENGINEERING Stockton, California PLATE NO 3 <br /> GEOLOGIC & ENVIRONMEN7AI SERVICES <br /> I <br /> �l <br />