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N <br /> a <br /> �I I <br /> r` <br /> W E S T S E C O N D S T R E E T <br /> z w <br /> �j m MW-5 EDGE OF CURB <br /> Z • 72.53 <br /> 73.11 <br /> MW-2 '00 �O o MW-3 <br /> 72.43 <br /> -� w <br /> w <br /> ' ASPHALT TANK I M W-6 <br /> + I EXCA!/ATION <br /> 72.44 <br /> Af�EA <br /> I - J <br /> 1 MW-1 • �- ASPHALT- z <br /> 72.49 v O <br /> I4 a <br /> � Y <br /> C7 <br /> BUILDING. • MW-` 4 O <br /> # 72.50 <br /> cn <br /> APPROXIMATE PROPERTY LINE <br /> f <br /> I <br /> t <br /> SCALE <br /> } 30 0 30 FEET <br /> LEGEND: GROUNDWATER GRADIENT MAP <br /> THIEMANN'S SERVICE <br /> MW-3 OCTOBER 23, 1996 <br /> • MONITORING WELL 106 WEST S';ECOND STREET <br /> �72.60-**' GROUNDWATER ELEVATION RIPON, CALIFORNIA <br /> (10-23-96 CONTOUR INTERVAL = .2- F7) PREPARED FOR <br /> THIEMANN'S SERVICE <br /> RIPON, CALIFORNIA <br /> ISSUED FOR REPORT Q S�H 1d-25-96 1/ZC <br /> No. DATE ISSUE / REVISION OWN. BYCK'D BYAP'D BY DATE: 10-24-96 FIGURE 3 DRAWING NUMBER l <br /> SCALE: AS SHOWN 94-373—A9 <br />