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'Nest Fremont Street " <br /> Sidewalk Sidewalk <br /> American Protective <br /> Services building <br /> A/C pavement <br /> Overhead v <br /> Power <br /> MW4 lines N <br /> Former dispensing <br /> island MW3 m <br /> O <br /> A/C pavement Concrete Storm B2/MWI <br /> cover <br /> Storm drain � O Chase <br /> Drain <br /> s-w-z I Chevrolet <br /> Excavation s-s-s r_ _ _. _ _ _ S-:s-3 11 <br /> 11' p ASC Property <br /> Boundary lays bz A/C <br /> 4' Canopy overhang _ _ _ _ _ Y _ _ _ � _ _ _ —��•" s TI Bt <br /> �iT clearance <br /> s- s-i <br /> Concrete Covered Loading Dock MW2 <br /> 4' S" high B <br /> Former <br /> Storm 10,000— gallon III <br /> Drain underground <br /> fuel tank <br /> III i <br /> I� I <br /> Crystal Creamery <br /> Warehouse <br /> Telephone <br /> l pole <br /> _K=7 ._ NOTE: <br /> ® = Ground Water Monitoring Well (Installed by Wallace—Kuhl &. Associates) 1. Site Pion . adopted from field drawing <br /> * = Ground Water MonitoringWell Installed b Applied Geos stems and drawings b Michael Ramos and <br /> ( Y PP Y ) Applied Geosystvems. <br /> 0 10 20 30 <br /> f = Soil Sample (Applied Geosystems & Michael Ramos) 2 . Sample locations are approximate. Scale in Feet <br /> WALLACE KUHL & DRAWN BY: HLA PREVIOUS INVESTIGATION SITE PLAN ' WKA NO: 1628.01 <br /> ASSOCIATES , INC . acs west Fremont street DATE: 2/93 <br /> GEOTECHNICAL ENGINEERING CHECKED BY: RP <br /> GEOLOGIC & ENVIRONMENTAL <br /> SERVICES Stockton, California PLATE NO: 3 , <br />