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M <br /> N <br /> a <br /> I <br /> LO <br /> 0 <br /> Q0 <br /> CV <br /> cD <br /> u-� <br /> W E S T S E C O N D S T R E E T <br /> N <br /> Z w b EDGE OF CURB <br /> � m °' a" o <br /> f MW-5 ^^� ,� 0 <br /> o z 73950 N <br /> MW- MW-3 • ^� ��° <br /> • 73 87 73 89 <br /> ^7 <br /> TANK • MW-6 w <br /> EXCA VA TION —A SPHAL T -- 73 83 � <br /> MW-1 AREA <br /> � <br /> ASPHALT-� • L- — — ..-. J m <br /> 73 87 a <br /> � z <br /> U <br /> o O <br /> o Y <br /> W <br /> BUILDING v <br /> MW-4 0 <br /> 73 89 �— <br /> APPROXIMATE PROPERTY LINE <br /> SCALE <br /> 30 0 30 FEET <br /> GROUNDWATER GRADIENT MAP <br /> LEGEND NOVEMBER 19, 1999 <br /> MW-3 THIEMANN'S SERVICE <br /> • MONITORING WELL 106 WEST SECOND STREET <br /> 7388 GROUNDWATER ELEVATION RIPON, CALIFORNIA <br /> (11-19-99 CONTOUR INTERVAL = 02 FT) PREPARED FOR <br /> THIEMANN'S SERVICE <br /> RIPON, CALIFORNIA <br /> © 04/24/98 ISSUED FOR REPORT OVA JH JH <br /> DATE 121799 DRAWING NUMBER <br /> No DATE ISSUE / REVISION owr3 BYCKD BY APD BY FIGURE 3 <br /> SCALE AS SHOWN 54 62605-Al9 <br />