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HP2 <br /> Sidewalk Sidewalk <br /> MW-7 . <br /> HP1 <br /> West Fremont Street <br /> Tree Storm Drain <br /> polity High voltage line <br /> ------- -----Sidewo --------- -- -- ----- -�-- - Sidewalk <br /> MWS Water 2 <br /> �E; 9.45' American Protec've i i meter <br /> -3 75Services builldyg *ii! si <br /> { � Mwe.; m <br /> \ \ !! <br /> \ \ \ \_ \W4-VEAN3 Farmer K `�: <br /> \ E: 9. 5' A53 H dispensing <br /> f i island = Ground water monitoring well <br /> A)'6 paveme"t \ \ vEY12/ ---"W, <br /> ASZ� !i Mw3 �� = Groundwater flaw direction <br /> \ \ A51 \ !i CE: 9.50' <br /> \ I s\ GWE: -5-50 cancra@ \ HP = Ground water monitoring' <br /> �eeli1� <br /> \ !! Manhole <br /> S Irn drdin Storm CE: <br /> 9.5.9-+1' Chevrolet <br /> s �! �— cover Chase <br /> \ \ 1 \ _ ! d-� <br /> Grain GWE 3.42' j r <br /> \ \ \ \\ Property <br /> Excavation ii Utility d NOTES: Lf s <br /> Bou rlary I !i lines <br /> \Canoe\.Yl � ��til.•'li� 1. Site Plan adapted from field drawing. <br /> \ •-17' cl ranee 2. Well locations and elevations surveyed <br /> \ C trete \ \ C eyed L0864%Q Dock <br /> i si <br /> 4' S h, i ii Mw2 by Siegfried Engineering. <br /> �ws i i CE: 9.70' A c <br /> CE: 9.8 \ \ ormer GWE: -3.54' 3. Ground water contour elevation data <br /> GENE: -2285' 1 Storm 1oA%-gallon pavement from 1/23/2001 <br /> l underground 1 1 <br /> ,arm\ \ fuel tank �! 4. MW8 Drilled with Geaprobe on 9/12/200. <br /> II ii � <br /> 1 ` \ Crysto Creamery \ !i <br /> 1 , \ ware o\e \ �i <br /> LUkirty <br /> pole <br /> SMw2 0 20 40 <br /> CE: 11.40' <br /> Scale in Feet <br /> SITE PLAN WKA NO: 162 8.10 <br /> Drawn By: BPM <br /> 404 WEST FREMONT STREET DATE: 2/01 <br /> WALLACE•KUHL&ASSOCIATES,INC. Checked By: MAT <br /> GEOTECHNICAL ENGINEERING Stockton, California PLATE NO: 2 <br /> GEOLOGIC&ENVIRONMENTAL SERVICES <br />