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Storm Oram <br /> West Fremont Street Tree <br /> Ublity Pat. <br /> 5 5 9< c50 2 3 Sidewalk — High voltage line <br /> 7PN-G any S <br /> pole <br /> - — — — — — — — — — — — - — ' — - <br /> 8 30-94 <50 <0 3 E TPH•C <br /> 12 21-94 97 86 water <50 <br /> 3 31 95 <50 <D 3 American Protective I l meter 112 2293 230 Z07 <br /> 1 2-96 190 20 MW5 Services budding II u 5-5-94 130 03 <br /> 4 9-96 740 130 1 38 30 94 300 <0 3 <br /> 8-15 96 4500 370 II m 12-21 94 <50 <0 3 <br /> 12 t8 96 1700 170 <br /> 1 1 966 <br /> 3 21 97 20 000 4600 i I >° 3-31 130 <0 3 <br /> { <50 c0 3 <br /> 4 9 96 C0 15 <br /> l MW4 I Former B-15-96 <50 <0 3 <br /> dispensing 12 18 96 <50 <0 5 <br /> F G gspt island 3 21 97 <50 <0 5 <br /> 12-22 92 11 000 1100 II <br /> 12 1-93 7300 1300 NC pavement ll MW3 <br /> 5-5 94 7000 1300 <br /> 8 30-94 280 47 12 22 92 20 000 180 <br /> 12-21 94 12 000 2800 Concrete II 12 1 93 Sheen <br /> 3 31 95 210 33 1 5 5 94 Sheen <br /> 1 2 96 18 400 4200 Storm drain Storm MW1 r � 830-94 Sheen <br /> 4 9 9fi 33000 5200 l pram Manhole f2-21 94 Sheen <br /> B 15-96 50000 4000bbb I Overhead cover 3-31 95 2300 17 <br /> 12 1896 42 000 4600 Excavation --------- � l I Utility 1-2 96 6100 <1 5 <br /> 3 21 97 16 000850 Boundary /i I lines 4 9 96 7300 <2 5 <br /> 4 Canopy overhang `------- - I I 8 15 96 1500 <1 3 <br /> 17 clearonce I 12 18-96 11 DO <0 5 <br /> Concrete Covered Loodin Dock I II 3 21 97 460 0591 <br /> 4 5" high II MW2 Chase <br /> I Chevrolet <br /> MH-r, QsnL MW6 Former I II Property <br /> Storm 10 000-gallon <br /> 5 5 94 72 0 36 prom underground I -� <br /> 8 30-94 <50 <4 3 fuel tank 1 12 22 92 69 051 <br /> 12-21-94 220 <0 3 111 pave ent 12 1 93 <50 <0 3 <br /> 3-31-95 <50 <0 3 5 5 94 <50 <0 3 <br /> 1 2 96 <50 <03 Ill 8-30-94 <50 <03 <br /> 4 9-96 <50 <0 5 12-21 94 <50 <0 3 <br /> B 15 96 <50 <0 5 7 3-31-95 83 <D 3 <br /> 12-18 96 <50 <05 Crystal Creameryt-2 96 <50 <03 <br /> 3 21 97 <50 <05, Warehouse 4-9 96 <50 <9 5 <br /> 8 15-96 <50 <0 5 <br /> 12-18 96 <.50 <05 <br /> /utility <br /> 3-2t-97 <50 <05 <br /> pole <br /> SMW2 TPH G Benz, <br /> 12-21 94 <50 <0 3 <br /> 3 31-95 <50 <0 3 <br /> 1 2 95 <50 <0 3 <br /> 4-9 96 <50 <0 5 <br /> 12 18-96 <50 <0 5 <br /> 3-21-97 <50 <0 5 <br /> KEY NOTES <br /> = Groundwater monitoring well (installed by Wallace—Kuhl & Assoctotes) 1 Site Plan adapted from field drawing <br /> = Groundwater monitoring well (Installed by Applied Geosystems) 2 Well iocations and elevations surveyed <br /> ® = Groundwater monitoring well (installed by RESNA) by Siegfried Engtneenng <br /> TPH Q emz. = Date water sample collected/Total �etroleum Hydrocarbon as Gasoline (TPN—G) <br /> 3-21-97 460 059 and Benzene reported in ug/l {ppb <br /> i 0 20 40 <br /> Scale in Feet <br /> SITE PLAN WKA NO 162808 <br /> Brawn By HLA <br /> 404 WEST FREMONT STREET DATE 4/97 <br /> WALLACE - KUHL & ASSOCIATES, INC Checked By KMB <br /> GEOTECHNICAL ENGINEERING Stockton, California PLATE NO 3 <br /> GEOLOGIC do ENVIRONMENTAL SERVICES <br /> I <br /> li <br />