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AWL <br /> II west Fremont Street <br /> Tree Storm Drain <br /> — — — — Utility — High voltage line <br /> pole <br /> Sidewalk u` Sidewalk <br /> TPH GWo le, <br /> 13 ! <br /> 5 5-94 <50 American Protective meter8 30-94 <50 MW5 Services building I I TPH G Benz <br /> 12 21 94 97 3 31 95 <50 I I aj 12 22 92 c50 <0 3 <br /> 1 2 96 190 12 1-93 230 057 <br /> 4 9 96 740 wooII } 5 5 94 130 <0 3 <br /> 8 30 94 300 <0 3 <br /> 12-21 94 <50 <0 3 <br /> MW4 I I Former 3 31-95 130 <0 3 <br /> iPH C Benz I <br /> dispensing 1 2 96 <50 <0 3 <br /> island 4 9 96 <50 <0 5 <br /> 12 22 92 11 000 1100 II <br /> 12 1 93 7300 1300 A/C pavement <br /> Mw3 00 TPS I1S�L <br /> 5 5 94 7000 1300 II <br /> 8 30 94 200 47 low 12 22 92 20 000 180 <br /> 12-21 94 12 000 2500 Concrete ' II 12 1 S3 Sheen <br /> 3 31 95 210 33 <br /> 1 2 96 18 000 4200 Storm drain Storm MW I 5 0 94 Sheen <br /> 4 Sheen <br /> 4 9 96 33 000 5200 Dram 1 <br /> Manhole 1 1 32 21 94 Sheen <br /> - I Overhead cover 3 31 95 2300 17 <br /> Excavation ------------ ---_ I Utility 96 6100 <1 5 <br /> Boundary , i I I I G2 5 <br /> 17 clearance <br /> 4 Canopy overhang `------- - Imes 4 9 96!J D( ✓"6J <br /> I I <br /> Concrete Covered Loading Dock I II Chase <br /> 4 5' high } V I MW2 Chevrolet <br /> Property <br /> TpH__Q &_n.L MW6 Former V <br /> 5 5 94 72 0 36 Storm 10 000-gallon <br /> Dann underground I �� <br /> 1 30 94 220 <0 3 fuel tank l 12-22 92 69 051 <br /> 12-21 5 220 <0 3 A C <br /> IIV / 12-1-93 <SR <D 3 <br /> 3 31-95 <50 <0 3 pavement 5 5 94 <50 <0 3 <br /> 1 2 96 <50 <0 3 III 8-30-94 <50 <0 3 <br /> 4 9 96 <50 <0 5 12-21-94 <50 <0 3 <br /> �I 3 31 95 83 <0 3 <br /> Crystal Creamery 1 2-96 <50 <0 3 <br /> Warehouse 4 9 96 <50 <0 5 <br /> 1,111ty <br /> pale <br /> $MW2 TPH G ktftZ <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 /> KEY NOTES <br /> S = Ground water monitoring well (installed by Wallace—Kuhl & Associates) 1 Site Plan adapted from field drawing <br /> ♦ = Ground water monitoring well (Installed by Applied Geosystems) 2 Well locations and elevations surveyed <br /> = Groundwater monitoring well (installed by RESNA) by Siegfried Engineering <br /> TPH G atni I = Date water sample collected/Total Petroleum Hydrocarbon as Gosoline(TPH—G) <br /> 4 9-96 740 130 and Benzene reported in µg/L (ppb) 0 20 40 <br /> Scale In Feet <br /> SITE PLAN WKA NO 1828 07 <br /> NNI 11 Drawn By HLA <br /> 404 WEST FREMONT STREET DATE 5/98 <br /> WALLACE • MIL & ASSOCIATES, INC Checked By KMB <br /> GEOTECHNICAL ENGINEERING Stockton, California PLATE NO 4 <br /> GEOLOCIC & ENVIRONMENTAL SERVICES <br /> d <br /> �I <br />