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.3 cn N <br /> En <br /> • I <br /> M <br /> n <br /> M <br /> I <br /> � <br /> 011W E S T S E C O N D S T R E E T <br /> Z w t ^ EDGE OF CURB <br /> m �— <br /> o z MW-5 ^ _ MW-3 <br /> 71 17 • , ���-- 71 10 <br /> � MW-2 <br /> • 71 10 • <br /> 71 04 W <br /> • MW-6 w <br /> -�-ASPHAL T TANK I a <br /> y MW-1 EXCAVAT/ON <br /> 1 71 11 AREA E ASPHAL T 7106 V) <br /> • L_ —t <br /> ♦`_ >> m z <br /> O <br /> U <br /> 7) 100 I— <br /> Y <br /> BUIL D/NG • 71 l Z 0 V <br /> W <br /> MW-4 O <br /> 71 13 <br /> — — — — — — — — — — to <br /> APPROXIMATE PROPERTY LINE <br /> SCALE <br /> 30 0 30 FEET <br /> GROUNDWATER GRADIENT MAP <br /> LEGEND JANUARY 11 , 2002 <br /> MW-3 THIEMANN'S SERVICE <br /> • MONITORING WELL 106 WEST SECOND STREET <br /> 71 12 GROUNDWATER ELEVATION RIPON, CALIFORNIA <br /> (01 -11 -02 CONTOUR INTERVAL = 02 FT) PREPARED FOR <br /> THIEMANN'S SERVICE <br /> RIPON, CALIFORNIA <br /> QISSUED FOR REPORT D�/23/02 JK JH JH i <br /> DATE 0123DRAWING NUMBER <br /> No DATE ISSUE / REVISION oMm ercKa er�P'o er 02 FIGURE 3 <br /> SCALE AS SHdWN 94-373—grdgwtr <br />