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West Fremont Street <br />II a <br />Sidewalk <br />Sidewalk <br />American Protective <br />Services building <br />°1 <br />n <br />A/C pavement <br />II m <br />0 <br />n > <br />IIFormer dispensing <br />„ island <br />B <br />MW4 <br />41 <br />MB <br />II <br />Concrete <br />A/C pavement MW1 <br />Storm drain Storm <br />Drain <br />Chase <br />Chevrolet <br />Property <br />Excavation <br />Manhole <br />I II <br />Boundary— <br />cover <br />4' Canopy overhang _ _ _ <br />— — — — — <br />—17' clearance — <br />Concrete Covered Loading Dock <br />4' 5" high <br />MW2 B <br />Former <br />A/C <br />Storm 10,000 -gallon <br />pavement <br />Drain underground <br />fuel tank <br />Overhead <br />III <br />Utility <br />" lines <br />II <br />I <br />5. <br />Crystal Creamery <br />Warehouse <br />Utility <br />pole <br />KEY: NOTES: <br />= 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 />= Ground water monitoring well (installed by RESNA) by Siegfried Engineering. <br />} = Proposed ground water monitoring well 0 10 20 30 40 <br />Scale is Feet <br />SITE PLAN WKA NO: 1628.01 <br />NNNi DRAWN BY: HLA <br />404 WEST FREMONT STREET DATE: 3/94 <br />WALLACE • KUHL & ASSOCIATES, INC. CHECKED BY: RP <br />GEOTECHNICAL ENGINEERING Stockton, California PLATE NO: 4 <br />GEOLOGIC & ENVIRONMENTAL SERVICES <br />l <br />rj <br />