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cv r I <br /> APPROXIMATE APPROXIMATE <br /> 0 SITE BOUNDARY I TACO BELL <br /> {� M ISITE BOUNDARY <br /> p EXISTING QUIK STOP PLANTER <br /> I <br /> d W MARKET <br /> > r LEGEND: <br /> � <br /> MW-7 •-� GROUNDWATER MONITORING WELL <br /> O <br /> OF LOCAL UPPER AQUIFER <br /> I <br /> w MW-4 GROUNDWATER MONITORING WELL <br /> +I z I OF LOCAL LOWER AQUIFER <br /> g MW-4 <br /> � a <br /> - - - - SOIL BORING <br /> LLJ ASPHALT <br /> z ASPHALT EXISTING <br /> j"66%. <br /> --6.j0 GROUNDWATER ELEVATION CONTOUR <br /> 3 I MW--3 I �� LINE OF LOCAL UPPER AQUIFER IN <br /> w -6.35 I FEET BELOW MEAN SEA LEVEL <br /> Q OUTLINE I 35 _6.40 (MSL) <br /> OF _� -6 I —6,52 GROUNDWATER ELEVATION OF <br /> CANOPY MW-1 R <br /> -6.45 LOCAL UPPER AQUIFER IN FEET <br /> © 0 -6.37 BELOW MSL <br /> PUMP PUMP MW-5 ' 1 -�6.50 <br /> GROUNDWATER FLOW DIRECTION <br /> APPROXIMATE <br /> LOCATION OF ,} <br /> UNDERGROUND — --J I I TMW-7 <br /> STORAGE TANKS I PUMP PUMP -6'52 I NOTES: <br /> 1 - 0 w= EXISTING <br /> m"" TACO BELL <br /> p I I 1. CONTOURS ARE BASED ON INTERPRETATION <br /> N PLANTER ATC-5 a> # OF AVAILABLE DATA, AND ARE NOT <br /> �o5 �o INTENDED TO IMPLY CERTAINTY. <br /> *A7TC-6 <br /> SMW-2 <br /> .003 \ <br /> ATC-1 PLANTER <br /> IN .001 E - - SIDEWALK r <br /> } SCALE <br /> G 3fl 0 30 FEET <br /> s W E S T HI A M M E R L A N E <br /> HISTORIC GROUNDWATER FLOW <br /> DIRECTIONS AND GRADIENTS - -ATG-2 -ATC-3 ! ATC-4 GROUNDWATER CONTOUR ELEVATION MAP <br /> BEGINNING 6/97 LOCAL UPPER AQUIFER <br /> � MW-5, MW-6, AND MW-7 (02/23/01) <br /> QUIK STOP MARKET 132 <br /> 3555 WEST HAMMER LANE <br /> SOURCE: SITE SURVEY RCN ARCHER, STOCKTON, CALIFORNIA <br /> CIVIL ENGINEERR,, INC., <br /> DATED DECEMBER 14, 1992 PREPARED FOR <br /> WELL MW-8 SURVEYED BY SIEGFRIED QUIK STOP MARKETS, INC. <br /> ENGINEERING, INC. GATED 12/9/99 r9mW-8 FREMONT, CALIFORNIA <br /> ISSUED FOR REPORT <br /> Q1 111/10/0, ISSUED n I "ASSOCIATES INC. <br /> No. DATE ISSUE / REVISION DINN. BYCK'O BYAP'D BY i PECALt. <br /> TE; 04 10 01 PROJECT NUMBER <br /> AS SHOWN FIGURE 3 162503.3201 <br />