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GROUND ZERO ANALYSIS LOG OF BORING S132 <br /> PROJECT SOUZA II LLC LOCATION 612_W_11TH STREET TRACY, CA _ PROJECT NO 450 <br /> DATE DRILLED 3/16/04 LOGGED BY SEAN GARVEYREVIEWED BY JOHN LANE, RG 6795_ <br /> DRILLING COMPANY VIRONEX DRILLER BRYON McCOLGAN METHOD DIRECT PUSH <br /> E HOLE DIAMETER 1 1/2 IN DEPTH DRILLED _ 25 FT DEPTH TO WATER INITIAL 11 FT STATIC _ FT <br /> NG TYPE DIAMETER IN SCHEDULE INTERVAL FT TO _ FT <br /> EEN TYPE DIAMETER IN SLOT SIZE _IAL INTERVAL FT TO FT <br /> FILTER PACK TYPE INTERVAL FT TO FT <br /> SURFACE SEAL TYPE NEAT CEMENT GROUT INTERVAL FT TO FT <br /> COMMENTS PAGE _L_OF__L_ <br /> _ <br /> WELL DEPTH PID SAMPLE 0 U S C DESCRIPTION <br /> DETAIL JFT PPM BLOWCOUNT LOG <br /> 0-8' LEAN CLAY (CL). <5% SND, >95X FNS, M—H DRY STRGTH, SLW DLTNCY, <br /> M—H TGHNESS, M—H PLAST, BRN, NO ODOR, MST <br /> 2 <br /> 06 <br /> 4 CL <br /> 6 <br /> 13 <br /> 8 TS25B2-8 <br /> 8'-12' SILTY CLAY (CL/ML), MST—WET <br /> 10 1 0 CL/ML <br /> 12 <br /> TS25132 NO SOIL SAMPLE COLLECTED, GROUNDWATER SAMPLING TOOL PUSHED <br /> 12-15 FEET <br /> 14 12-15GW <br /> 16 <br /> 0 5 16'-24' WELL GRADED GRAVEL WITH SAND {GW), 30-35% FN—CRS, A—SR, W <br /> GRDD SND, 65-70% FN—CRS, SA— R. GRVL. <95X FNS, BRN, NO ODOR, <br /> 18 WET <br /> 20 GW <br /> 22 0 5 <br /> 24 02 24'-25' SILTY CLAY W/ SAND (CL/ML), 15-20% FN, A. SND, 80-85% FNS, M <br /> TS25B2-2 CL/ML DRY STRGTH, SLW DLTNCY, M TGHNESS, M PLAST. BRN, NO ODOR, MST <br /> 26 <br /> 28 <br /> 30 <br /> 32 ��AED G�co`0 <br /> JP <br /> 3a OHNL NE <br /> NO 6795 <br /> 36 N <br /> 38 D G F�-�� <br /> 40 <br />