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y <br /> Sidewalk Sidewalk <br /> MW7 <br /> all <br /> 1 1 f 5 �� <br /> \ \ \ \\ 1 1 I 1 // 4�d <br /> \\ \\ \ \ 1 1 I / I // Storm DLP'wr— <br /> \ \ \\ \ \ west emont/Street hree / <br /> �I}{iliry High voltage line <br /> ` pole <br /> \ \ \ \ \ 1 idewalk / /7 i —— Sidewalk <br /> \ \ m <br /> i ;� water <br /> \ \ \ \ \ \ \ \ \ / ,Afr,ericon rrarective meter __ Z_� <br /> \ \ \ \ \ \ \ \ \ \ SEn <br /> ervices building �1 f = 65' <br /> \ \ \ \ \ \ \ \ \MW5� —i I I } <br /> \ \ \ \ \ W 11 Former <br /> \ \ <br /> \ \ _ A1W4�� AS3 " dispensing '4 <br /> `~ ^ island -8p. : <br /> Iti & = Ground water monitoring well <br /> \` A\/6:povemmt \ \ �IEY� / EW1/ II `Mw30 <br /> \ \ \ \ \ AS2�^� 1® ! II \ <br /> Concrete <br /> \ ` \ r\ It �,,������Manhole <br /> Stora+\drain \ Storm \ MW 1 r+ a l.r Cover Chose <br /> \ 1 Chevrolet <br /> \ \ \ \ \ \ Drain 1 Property <br /> \\ \ \ \ \ \ r--- <br /> n <br /> -\a •-••••-•- + Overhead 1 <br /> E+?cavotion \ h + 111 utility <br /> \\ \ \ 4\ \ \ Hoapdary �-----f' +i lines S <br /> \ \ \ \ �17�cledSanceng —— '+ �1� tl NOTES <br /> \ \ C cretel 1i 1 Covered\Looding pock t y{ <br /> / 1 1 1 °t 1 1 4' S high t + 1l Mw2 1. Site Plan adopted from field drawing. <br /> ry�6 I + Folrmer +' pit ss' 2. Well locations and elevations surveyed <br /> —1 Storm 10 —gallon I i1 A/C by Siegfried Engineering, <br /> Drain 1 Ilnd ground I + 1 pavement <br /> tl,yi tank +I I 1 3. Ground water contour elevation data <br /> from August 5, 1999. <br /> Crystal Creamery I t1 \ <br /> Warehouse \ <br /> Utility \ <br /> pole \ <br /> ,` � ti R •; SMW2 a° g 0 20 40 <br /> a <br /> o. Scale in Feet <br /> w s <br /> SITE PLAN WKA NO: 1628.09 <br /> Drawn By: HLA <br /> 404 WEST FREMONT STREET DATE: 9/99 <br /> WALLACE•KUHL&ASSOCIATES,INC. Checked By: MAT <br /> GEOTBUNICALENGMERING Stockton, California PLATE NO: 2 <br /> GEOLOGIC&ENVIRONMENTAL SERVICES <br />