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GROUND ZERO ANALYSIS <br /> LOG OF BORING SB3 <br /> PROJECT FRANK'S TIRE SERVICE LOCATION 5023 MARKET STREET, LINDEN CA PROJECT NO. 336 <br /> DATE DRILLED 12/08/99 LOGGED BY SEAN GARVEY REVIEWED BY JOHN P. LANE RG No. 6795 <br /> DRILLING COMPANY FISCH ENVIRONMENTAL DRILLER DAVE FISCH METHOD DIRECT PUSH <br /> BORE HOLE DIAMETER 1.75 IN DEPTH DRILLED 26 FT DEPTH TO WATER INITIAL NA FT STATIC NA 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 26 FT <br /> COMMENTS: PAGE_I—OF__L_ <br /> WELL DEPTH FID SAMPLE ID U.S.G. DESCRIPTION <br /> DETAIL FT. PPM BLOWCOUNT LOG <br /> 0-4.5' PEA GRAVEL FILL (FILL) <br /> 2 FILL <br /> 4 <br /> 10 4.5-8/9' ELASTIC SILT (MH): <5% FN, A, PRLY GRDD SND: 95% FNS, M <br /> 6 MH DRY/ MST STRNGTH, N—SLW DLTNCY, M TGHNSS, M PLST, BRN, NPO, <br /> 8 8/9-11/14' SILT (ML): <5% FN. A, PRLY GRDD SND; 95% FNS, L DRY <br /> FTS—SB3-10' STRNGTH, SLW—R DLTNCY, L TGHNSS, L PLST, GRY, M PO, <br /> DRY—MST <br /> 10 800 ML <br /> 12 <br /> 11/14-16/19' POORLY GRADED SAND (SP): 95% FN, A, PRLY GRDD SND; <52 <br /> 14 FTS—SB3-15' FNS, GRY, M P0, DRY—MST <br /> 400 <br /> SP <br /> 16 <br /> / 16/19-21/24' NO RECOVERY <br /> 18 / <br /> 20 NO <br /> RECOVERY <br /> —22- <br /> 21/24-26' POORLY GRADED SAND (SP): 95% M. A. PRLY GRDD SND; <br /> <5% FNS, GRY, M PO, DRY—MST <br /> 24 FTS—S83-25' <br /> 400 SP <br /> 26— <br /> REFUSAL AT 26 FEET <br /> 28— <br /> _30- <br /> 32— <br /> 32 �\�,`��ED Gcc��O <br /> P. a <br /> 34 . L xA c- <br /> N No. 6 795 <br /> 36 <br /> 38 <br /> FOF CAL��O <br /> 40 <br />