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Most Fremont Street <br /> Sidewalk Sidewalk <br /> American Protective <br /> Services building <br /> A/C pavement Overhead II w <br /> Power lI <br /> MW4 Innes <br /> ® C <br /> Former dispensing ' I <br /> island MW3 m <br /> B <br /> Manhole <br /> cover <br /> A/C pavement Concrete Storm 82/MW1 <br /> Storm drain ® ! Chase <br /> Qroin s-x-s I 11 ChevroletI, <br /> Excavation s-e-s f_ _ _. _ '_'s P A/C Property <br /> Boundary 1013 P2 _p0 Lt t l• B1 avement <br /> LJsl <br /> 4 Canopy overhang sxI <br /> PV17 <br /> clearance II <br /> Concrete Covered Loading Dock s n"i I I I MW2 I . <br /> 4' 5 ' high S <br /> Former I <br /> Storm 10,000-gallon <br /> Drain underground <br /> fuel tank <br /> ill <br /> Crystal Creamery <br /> Warehouse <br /> Telephone <br /> pole <br /> KENNOTE <br /> B = Ground Nater Monitoring Well (Installed by Wallace -Kuhl & Associates) 1 Site Plan adapted from field drowing <br /> and drawings by Michael Ramos and �r- <br /> 4b = around Water Momtannq Well (Installed by Applied Geosystoms) Applied Geosystems 0 10 20 80 <br /> i = Soil Sample (Applied Geosystems & Michael Ramos ) 2 Semple locations are approximate Scale in Peet <br /> WALLACE • KUHL & DRAWN BY HLA PREVIOUS INVESTIGATION SITE PLAN Vii <br /> WKA NO 162801 <br /> ASSOCIATES , INC . 405 West Fremont Street DATE 2/93 ; <br /> GEOTECHNICAL ENGINEERING CHECKED BY RP <br /> GEOLOGIC A ENVIRONMENTAL SERVICES Stockton California PLATE NO 3 <br /> r <br />