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j . <br /> Xlkoe09503 - SNE Tic X701! w,ma` �„+ low yaPvr it I !a Ir Muir t 37 ' �. <br /> Mw2 • - 2o - Yu <br /> TFry of 3/ Ici lar,. <br /> ti _ <br /> I G <br /> rr <-5 Mw < 1b5 <br /> Sidewalk Sidewalk <br /> � <br /> n {P to ® - ro rnw2 <br /> GPI GP2 r . Z r 'GP3 <br /> i I <br /> Storm Drain <br /> West Fremani . street Tfee <br /> Utility High voltage line <br /> _._..........._._-----..... ...._._ _pole ._. ._........ _._._._._._._ Sidewalk <br /> Sidewalk _ _._._._._._._._ _ ._._._. _._. _ _._._ � / v I[ <br /> y meter <br /> ate' - < 4' <br /> �. A e n Protective \ I ete II <br /> Services building `� l <br /> MWS < $ <br /> "'VVV"' <s <br /> VIII y23 N Mr� J156ct ; = is <br /> MW8 li <br /> Former <br /> MW4$ VEWA533/ Ill dispensing KEY: <br /> A it and <br /> A/c pavement vEw2/� vEwi/ Mi iii � ' � $ = Ground water monitoring well <br /> A52ASI ! i O = Proposed geoprode location l <br /> Concrete ii al 0 - Proposed well location I' <br /> Manholle <br /> Storm drain MW1cover <br /> Chase <br /> Storm 62/ �,il i Ch evrs ei <br /> Drain Properly <br /> Excavation ---'— <br /> Overhead <br /> Boundary I <br /> 11 Ines p <br /> 4' Canopy overhang --- <br /> J <br /> LJ 1 i <br /> n, I7' learanae 'I ii — NOTES:ii <br /> r <br /> Covered Loadlny Dock ` <br /> Concrete a s" high MW2 $ � 3 1 . Site Plan adapted from field Browing. <br /> W6 Former 2 . Well locations and elevations surveyed <br /> Storm 70,060—gallon I'1 Illi A/C by Siegfried Engineering. <br /> Drain underground pavement 3. Ground water contour elevation data ' <br /> tank <br /> from May 9 2000 , <br /> Crystal Creamery � I 42 _ <br /> Warehouse 6 Y"i <br /> / Utility <br /> pale <br /> 20 40 <br /> SMW2 ' 'M. . m i - . <br /> Scale in Feet <br /> IN% <br /> SUE PLAN WKA NO: 1628 . 10 <br /> Drawn By : BPM <br /> 404 WEST FREMONT STREET DATE: 6/00 VOL <br /> WALLACE . KUHL & ASSOCIATES, INC. Checked By: MAT <br /> GEOTECMZCAL ENGINEERING Stockton, California PLATE NO: 2 <br /> GEOLOGIC & ENVIRONMENTAL SERVICES <br />