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GROUND ZERO ANALYSIS LOG OF BORING S85 <br /> PROJECT TULEBURG WARHOVaF LOCATION 8200 NORTH HIGHWAY 99 STOCKTON CA PROJECT N0. 3 <br /> DATE ORILLED 10/8/99 LOGGED BY SEAN GARVEY REVIEWED BY JOHN LANE RG No. 6795 <br /> DRILLING COMPANY .SPECTRUM DRILLER BOBBY NIXON METHOD HOLLOW STEM AUGER <br /> BORE HOLE DIAMETER 8 IN DEPTH DRILLED 66 FT DEPTH TO WATER ; INITIAL 66 _ FT STATIC 64 FT <br /> CASING TYPE NA DIAMETER IN SCHEDULE INTERVAL FT TO FT <br /> SCREEN TYPE NA DIAMETER IN SLOT SIZE IN INTERVAL FT TO FT <br /> FILTER PACK TYPE NA INTERVAL FT TO FT <br /> SURFACE SEAL TYPE NEAT CEMENT GROUT INTERVAL 0 FT TO 66 FT <br /> COMMENTS: PAGE 1 0F_Z <br /> WELL DEPTH FID SAMPLE ID I U.S.C. DESCRIPTION <br /> DETAIL FT. PPM BLOWCOUNT: LOG <br /> ASPHALT <br /> 2 FILL 3'-3' FILL <br /> 3—lb/14.5' SILT (ML): <5% FN SND; >95% FNS. N DRY STRNGTH, <br /> 4 R DLTNCY, L TGHNSS, N PLST, BRN, NPO, DRY—MST <br /> fi <br /> 8 <br /> 10 ML <br /> 0 <br /> —12- <br /> 14 <br /> 0 <br /> is <br /> 18 16/19.5-21/29.5' LEAN CLAY (CL): <5% FN, A SND; >95% FNS, M-H <br /> DRY STRNGTH, N—SLW DLTNCY, M TGHNSS, M PLST, BRN, <br /> NPO, DRY—MST <br /> TW—SB5-2 ' <br /> 2D O CL <br /> —22- <br /> -24 21/29.5-31/39.5' SILT (ML): 10% FN, A SND; 9D% FNS, N DRY STRNGTH, <br /> R DLTNCY, L TGHNSS, N PLST, BRN, NPO, ORY-MST <br /> —26- <br /> 28- <br /> 30 <br /> 62830 ML <br /> 0 <br /> —32- <br /> -34— <br /> _36— <br /> _38— <br /> 36 <br /> 38 31/39.5-41/49.5' WELL GRADED SAND WITH CLAY (SW-SC): 90% FN-CRS, <br /> SW-SC A-SR, W GROO SND; 10% FNS, M DNS, BRN, NPD, DRY-MST <br /> 40 <br /> 0 1 I <br />