Laserfiche WebLink
r Am <br /> Sidewalk Sidewalk <br /> I <br /> West Fremont Street <br /> Tree Storm groin <br /> —Utility hhgh voltage lane�pole <br /> Sidewalk f v T Sidewalk <br /> � u <br /> water <br /> Amencon Protective I meter LS <br /> MW5 Services building I a <br /> GWE i 2 85 z <br /> -1265-.----- - I > <br /> -116x-^--- -^ +� I F& dpen5mg <br /> MW4 isiond KEYGWE -1257 <br /> �-,sormer & = Ground water monitoringwell <br /> A/C pavement y�aej b \ uw3B = Proposed ground water <br /> I OWE -12 69 <br /> 2 55--- Csperet` ! I 1 monitoring well <br /> ` Mcnhole <br /> Storm drain-� GW -1259 1 t _✓ cover Chase GWE = Ground water elevation <br /> Storm MW1t9 I lT <br /> Crain� _ Chevrolet �0 = Ground water flow direction <br /> E ccavalwn - - � I Overhead Property January 2, 1996 <br /> j I <br /> Boundary Utility <br /> — , ;} I Ines <br /> 4 Canopy overhang ------ I f <br /> 17 clearance -- - NOTES <br /> Concrete Covered S ohi'ngg �ck 1 I ! Mw2 1 Site Plan adapted from field drawing <br /> h GWE -12 68 <br /> MW -12 O1 1a Formeano� 1 {'y 2 Well locations and elevations surveyed <br /> Storm <br /> underground I pavement <br /> by Siegfried Engineering <br /> -12 50-. _ fuel tan k <br /> f Crystal Creamery <br /> ' wa Shouse <br /> lut;ljty <br /> / pole <br /> SMWe2 <br /> 0 20 40 <br /> OWE -12 46 Scale In Feet <br /> GROUND WATER ELEVATION PLAN WKA NO 1628 04 <br /> NNNi Drawn By HLA <br /> 404 WEST FREMONT STREET DATE 2/96 <br /> WALLACE KUHL & ASSOCIATES, INC Chocked By KMB <br /> GEOTECHNICAL ENGINEERING Stockton Callforntc3 PLATE NO 2 <br /> GEOLOGIC & ENVIRONMENTAL SERVICES <br /> n <br /> Ili <br />