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r <br /> 11 i <br /> 'r <br /> p N APPROXIMATE <br /> ' SITE BOUNDARY f <br /> f APPROXIMATE <br /> I PLANTER TACO BELL <br /> EXISTING QUIK STOP <br /> MARKET SITE BOUNDARY <br /> II <br /> � I f I LEGEND: <br /> Z r I <br /> � m <br /> z D; mWf-10 GROUNDWATER MONITORING WELL <br /> 1 OF LOCAL UPPER AQUIFER <br /> MW-9 GROUNDWATER MONITORING WELL <br /> r Z -6.60 & -6.65 r I OF LOCAL LOWER AQUIFER <br /> -6.55 a Mw-4 , { <br /> w -6.70- - -6.70 ASPHALT I SNP-6 SOIL BORING <br /> 5HP-1 ASPHALT f EXISTING ATC-4 <br /> -6.53 0 r RAMP I O SOIL BORING <br /> MW-3 B OUTLINE -6.75 <br /> Q J CANOPY -6.65 � SHP-4 � I �� -6.90 GROUNDWATER ELEVATION CONTOUR <br /> LINE OF LOCAL LOWER AQUIFER IN <br /> w MW-1R f FEET BELOW MEAN SEA LEVEL <br /> MW-6 I (MSL) <br /> r D SHP-3 -6.80 16.92 GROUNDWATER ELEVATION OF <br /> f PUM PUMP ' I J LOCAL LOWER AQUIFER 1N FEET <br /> r BELOW MSL. MEASURED ON 3/30/04. <br /> APPROXIMATE ` - -" ` MW-JI J I SHP--'5 .1 <br /> LOCATION OF w= MW 7 <br /> UNDERGSTORAGE OUNDTANKS GROUNDWATER <br /> TANKSNKS - --1 I p w EXISTING -6.85 <br /> S 8 R I T = 0 01ftFLOW/fRECTION <br /> ' • f UMP PUMP U> TACO BELL 5 I <br /> PLANTER <br /> 0 5 ATC-5 I PARKING NOTES: <br /> ATC-6 --6.63 5HP- LOT <br /> O03 N ` MW-2& O I 1. CONTOURS ARE BASED ON INTERPRETATION <br /> -6.92 OF AVAILABLE DATA, AND ARE NOT <br /> \ - - - - - — <br /> - - ATC--1 PLANTER MW-gam. SHP-6 INTENDED TO IMPLY -CERTAINTY. <br /> MW-10 <br /> 0pp1 <br /> w E SIDEWALK� r � SCALE <br /> <--:3 / / <br /> 30 0 30 FEET <br /> Com{ W EST HAMMER LAN E / — GROUNDWATER ELEVATION CONTOUR MAP <br /> LOCAL LOWER AQUIFER 03/04 (MW-1 R, <br /> Of M1IV-2, MW-3, MW-4, MW-8 AND MW-9 <br /> HISTORIC GROUNDWATER FLOW ATC--3 ATC QUIK STOP MARKET 132-4 , / <br /> DIRECTIONS AND GRADIENTS rATC-+2 ---' � � <br /> BEGINNING 2/97 3555 WEST HAMMER LANE <br /> ' SOURCE: SITE SURVEY BY RON ARCHER, STOCKTON, CALIFORNIA <br /> CML ENGINEER, INC., 10/ �; / - PREPARED FOR <br /> DATED DECEMBER 14, 1392 <br /> WELL MW-8 SURVEYED BY QUIK STOP MARKETS INC. <br /> , / a <br /> SIEGFRIED ENGINEERING, INC. / FREMONT, CALIFORNIA <br /> DATED 12/9/99 / <br /> Q 0•/25/04 sum faR REPORT Et —6.78 .I <br />' LAW-8 C ASSOCIATES INC. <br /> No. DATE ISSUE / REVISION OWK CKbErfN�d <br /> DATE: 04/27/04 FI�URE PROJECT NUAlBER <br /> SCALE: AS SHOWN 162,90.3.3205 <br /> f <br />