Laserfiche WebLink
® WEST BENJAMIN OLT /DRIVE <br /> BENCHMARK <br /> Sidewalk <br /> - 13.89 <br /> PIPING �� MW4(B-1) 139 9 ` <br /> t6 Z) � 4.00 M <br /> "14.03 <br /> B-4 I I� <br /> PL ANTER oQ <br /> ! PUMPI <br /> t <br /> 3 TAh'3{P B-6 <br /> s POR TANKS: <br /> v� 10,000 G ALLO <br /> 8,000 GALLON -!3 <br /> 6,000 GALLON CANOPY �s <br /> MW_ <br /> W ' 13.35 <br /> ^tel <br /> G., <br /> SER STATION <br /> gip o <br /> a � <br /> �B-7 <br /> � S7E OIL <br /> MW•3 1' <br /> Groundwater -13.82 I(MG LUN <br /> Flo: <br /> Direction <br /> ss <br /> d� <br /> 8� <br /> LEG END <br /> N " 13.8 o CONTOUR INTERVAL BELOW MS1, <br /> SOIL.BORING <br /> PRE-EXISTING WELL <br /> SCALE: I"=30' MONITOR WELL,Groundwater Depth(ft.) <br /> Artesian Environmental Consultants, Inc. Potentiometric Surface of Shallow <br /> 100 Shoreline Hwy., Suite 295 B Groundwater, June 24, 1991 <br /> Mill Valley,California Exxon Retail Station No. 7-3330 <br /> 415-381-6456 3128'W. Benjamin Holt Drive <br /> Stockton, California t <br /> Project No. 014-01-01 Date:6/26191 Drawn by: OPJ Figure No. 7 <br /> t <br /> t <br />