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GROUND ZERO ANALYSIS LOG OF BORING SB1/SBla <br /> PROJECT SOULA II LLC LOCATION 612 W 11TH STREET TRACY, CA PROJECT NO 450 <br /> DATE DRILLED _Vt 6/04 LOGGED BY SEAN GARVEYREVIEWED BY JOHN LANE. RG §795 <br /> DRILLING COMPANY VIRONEX DRILLER BRYON McCOLGAN METHOD DIRECT PUSH <br /> HOLE DIAMETER 1 1/2 IN DEPTH DRILLED 26 FT DEPTH TO WATER INITIAL _ 11 5 FT STATIC _ - FT <br /> [G TYPE DIAMETER IN SCHEDULE INTERVAL FT TO FT <br /> SCREEN TYPE DIAMETER _ IN SLOT SIZE IN- INTERVAL FT TO — FT <br /> FILTER PACK TYPE INTERVAL -FT- TO _ FT <br /> SURFACE SEAL TYPE NEAT CEMENT GROUT INTERVAL FT- TO —_____—moi <br /> COMMENTS PAGE t OFA <br /> WELL DEPTH PID SAMPLE ID U S C DESCRIPTION <br /> DETAIL FT PPM BLOWCOUNT LOG <br /> 0-3/12' ASPHALT <br /> 0-e' CLAYEY SAND (SC), 80-85% FN-M, A SND, 15-20% FNS, M DRY <br /> 2 1 0 STRGTH, SLW DLTNCY, M TGHNESS, M PLAST, BRN, NO ODOR, MST <br /> SC <br /> 4 10 <br /> 6 <br /> 8 8'-12' LEAN CLAY (CL), 10-15% FN, A. SND, 85-90X FNS, M-H DRY STRGTH, <br /> N-SLW DLTNCY, M TGHNESS, N PLAST, BRN, NO ODOR, WET <br /> 10 0 3 CL <br /> 12 TS258112 <br /> 12'-20' WELL GRADED SAND (SW), 90-100X FN-CRS, A-SR, W GRDD SND, <br /> TS2581 <5% FNS, GRY, SL-M ODOR, WET <br /> 14 300 12-15GW �Y <br /> TS2513115 <br /> 16 SW <br /> 3-5% GRAVEL 16-20 FEET <br /> 18 1 0 <br /> 20TS25B120 ---- 20'-23 5' WELL GRADED SAND W/ GRAVEL (SW), 90-100% FN-CRS, A-SR, W <br /> GRDD SND, 5-10% FN-CRS, SA-SR GRVL, <5% FNS, GRY, SL-M <br /> TS25B1 5W ittk S ODOR, WET <br /> 22 1 8 21-24G <br /> 24 TS25B124 23 5'-26' SILTY CLAY (CL/ML), <5% SND, >95X FNS, M-H DRY STRGTH, SLW <br /> DLTNCY, M TGHNESS, M PLAST, NO ODOR, MST <br /> 1 6 CL/ML <br /> 26 TS25B126 <br /> -28- <br /> -30- <br /> -32— <br /> _34- <br /> 34 f�J <br /> JO!-'N P ' <br /> Lr,NE a <br /> 36 No 6745 <br /> 40 <br />