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Q N MW4+ <br /> � TEST PIT <br /> cV I <br /> � �s <br /> NW—1 1.0' �.<, <br /> Q) <br /> B1-15.06 <br /> n MW3 <br /> < X <br /> 'Y D EW1-11.0' EW1B-12.5' <br /> T 0 <br /> +MW1 <br /> WW 1-8.0' <br /> WW1-12.0' DB2-15.0' <br /> EW2-10.0' <br /> SW3-10.0' EW2-12.0' <br /> SW3-12.0' FORMER SEPTIC TANK <br /> +MW2 SW2-10.0' <br /> SW2-12.0' EXCAVATION BOUNDARY <br /> SW1-12.0' <br /> X <br /> 0 <br /> 5 <br /> +MW5 <br /> O 3 01 02 03 04 <br /> EXCAVATED <br /> SOIL PILE p5 Og 07 Og <br /> 09 010 011 012 <br /> FENCE 013 014 015 016 <br /> 017 018 019 020 <br /> k <br /> 21 22 23 24 <br /> 0 0 O 0 <br /> 25 26 27 2 <br /> SCALE <br /> x x x x <br /> 0 30 FEET <br /> LEGEND: SOIL SAMPLE LOCATIONS <br /> +MW6 MONITORING WELL <br /> GARDNER PROPERTY <br /> • SOIL SAMPLES HAVE PREFIX "GF:`( ) 26080 THORNTON ROAD <br /> SOIL SAMPLES HAVE PREFIX "GP-SPI" THORNTON, CALIFORNIA <br /> O AND SUFFIX "1.0" (02/17/95) PREPARED FOR <br /> w UNDERGROUND WATER LINE MS. DONNA GARDNER <br /> ISSUED FOR REPORT DS/VZC SwfTH <br /> hdo. DATE ISSUE / REVISION �DWN. BYCK'D BYAP'D BY DATE: 5-30-95 FIGURE 3 DRAWING NUMBER <br /> SCALE: AS SHOWN 94-326—A3 <br />