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I <br /> GROUND ZERO ANALYSIS LOG OF BORING SB5 <br /> PROJECT TULEBLIag WAREHOUSE LOCATION 13200 NORTH HIGHWAY 99, STOCKTON CA PROJECT NO _263 <br /> • DATE DRILLED 10/8/99_ - _ _ LOGGED BY SEAN GARVEY REVIEWED BY JOHN LANE RG No 6795�� <br /> DRILLING COMPANY SPECTRUM DRILLER ,OoeeY NIXON METHOD HOLLOW STEM AUGER <br /> I BORE HOLE DIAMETER a IN DEPTH DRILLED 66 FT DEPTH TO WATER INITIAL 66 FT STATIC SEL <br /> CASING TYPE NA DIAMETER IN SCHEDULE INTERVAL FT TO FT <br /> SCREEN TYPE NA DIAMETER - _tDL 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 I OF-2— <br /> WELL <br /> FAWELL DEPTH FID SAMPLE 10 U S C DESCRIPTION <br /> DETAIL FT PPM BLOWCOUNT LOG <br /> 0-3• ASPHALT <br /> 2 FILL 3 -3' FILL <br /> 3-16/19 5' SILT (ML) <5R FN SND, >95% FNS, N DRY STRNGTH, <br /> 4 R DLTNCY, L TGHNSS, N PLST, GRN, NPO, DRY-MST <br /> fi <br /> 8 <br /> 10 ML <br /> 0 <br />' 12 <br /> 14 <br /> 0 <br /> 16 <br /> 18 16/19 5-21/29 5' LEAN CLAY (CL) <57. FN, A SND, >95% FNS, M-H <br /> DRY STRNGTH, N-SLW DLTNCY M TGHNSS, M PLST, BRN, <br /> //l NPO, DRY-MST <br /> Tw-585-2 <br /> 20 0 <br /> CL <br /> 22 <br /> 24 21/29 5-31/39 5' SILT (ML) 10% FN A SND 90% FNS N DRY STRNGTH <br /> R DLTNCY, L TGHNSS, N PLST, ERN, NPO, DRY-MST <br /> _26- <br /> -28— <br /> UL <br /> 6 28ML <br /> 0 <br />' 32 <br />' —"34— <br /> _36- <br /> 38 <br />' 38 <br /> 31/39 5-41/49 5' WELL GRADED SAND WITH CLAY (SW-SC) 90% FN-CRS <br /> SW-SC A-SR, W GRDD SND, 10% FNS, M DNS, BRN, NPO, DRY-MST <br /> 0 <br /> 40 <br />