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U ul f <br /> MW-6 <br /> (44 f) <br /> PAING <br /> a BUILDING { <br /> DESCRIPTION NORTHING FASTING EL EV(PVC) ELEV(BO)) <br /> MW-1 49757 50321 1762 1801 <br /> MW 5 MW-2 49937 50641 1750 1788 <br /> (�51) <br /> CRETE'V'GUTTER Mw-3 49189 50862 1816 1836 <br /> MW-4 49277 60153 1775 1798 <br /> MW-5 50131 1 50102 1648 1687 <br /> MW-7 MW-6 50693 50496 1668 1706 <br /> (4.b3) • � `.•' <br /> MW-2 (��) MW-7 49977 51323 1781 1848 <br /> • T, (4-49) Mw-8 48202 5086 4 1726 1782 <br /> '#L4D •• Mw� 49988 49489 1634 1679 <br /> \\av <br /> MW-1 <br /> (A57) GRID IS ARBITRARY <br /> "� ,• BUILDING <br /> rn A PROJECTASSUMED NORTH IS THE IMPROVEMENTS ALONG CAMBRIDGE STREET <br /> PAWN C=0 . <br /> C!1 ,. ;•} ? ELEVATIONS BASED ON SAN JOAQUIN COUNTY BENCHMARKNO UV-34 <br /> ` DRIVE <br /> • �] PAD �6+ N <br /> m .. A. . AC •� <br /> MW-4* ,�. PAVING <br /> ,o (A 17) ;�. MW- " LEGEND <br /> •• MONITORING WELL LOCATION <br /> { <br /> ` •• "• _ oawrFnr►aocQ APPROXIMATE GROUNDWATER <br /> ' FLOW DIRECTION AND GRADIENT <br /> SITE BENCHMARK �•• �¢ 7� GROUNDWATER CONTOUR <br /> ELEVATION 18 22 <br /> TOP NORTHWEST BOLT LOUSE A VENUE ' (443) (FEET GROUNDWATER <br /> DW T ELEVATION <br /> MEAN SEA OLEVEL) <br /> TRAFFIC SIGNAL <br /> NOT USED IN CONTOURING, <br /> DATA ANOMALOUS <br /> d!Y-�4• r if <br /> J <br /> IL ? <br /> . MW-8 <br /> W J * •! � N <br /> w 1 <br /> Ir <br /> C7 <br /> D <br /> N � <br /> a <br /> 0 40 BO <br /> ur <br /> APPROXIMATE SCALE FEET <br /> DMWN <br /> GMH FIGURE 1 <br /> C A TOSCO SERVICE STATION#1205 <br /> co 1J EC 4R CH 18470 CAMBRIDGE sTREEr <br /> International DATE 15JAN2002 uTHROP,QAUFORtM <br /> Incorporated JWNO GROUNDWATER ELEVATION CONTOUR MAP <br /> 7730 61205 00 0034 JANUARY 29, 2002 <br />