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v <br /> GROUND ZERO ANALYSIS LOG OF BORING SB4 <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 1.751N 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 1_ <br /> WELL DEPTH FID SAMPLE ID U.S.C. DESCRIPTION. <br /> DETAIL FT. PPM BLOWCOUNT LOG <br /> 0-6/9' ELASTIC SILT (MH): <5% SND >95% FNS, M DRY STRNGTH, <br /> 2 N—SLW DLTNCY, M TGHNSS, M PLST, DRK BRN, SL PO, MST— <br /> WET <br /> MH <br /> 4 <br /> 100 <br /> 6 <br /> 8 6/9=11/14' SILT (ML): <5% FNS, >959. FNS, L—M DRY STRNGTH, SLW—R <br /> FTS—SB4-10' DLTNCY, L TGHNSS, N—L PLST, BRN, NPO, DRY—MST <br /> 10 30 ML <br /> 12 <br /> 11/14-21/24' POORLY GRADED SAND (SP): >95% FN, A. PRLY GRDD SND; >5% <br /> 14 <br /> FTS—SB4-15' FNS, BRN, NPO, MST, CALCAREOUS <br /> 1 <br /> 16 <br /> 18 SP <br /> 20 0 <br /> 22 <br /> 21/24-26' WELL GRADED SAND (SW): ..909. FN—M, A-SA, W GRDD SND; 5% <br /> 24 <br /> FTS-SB4-25' GRVL, 5% FNS, BRN, NPO, MST <br /> 0 sw <br /> —26— <br /> REFUSAL <br /> 6REFUSAL AT 26 FEET <br /> 28 . <br /> —30— <br /> ED <br /> 0EO G�D�O <br /> 32 <br /> ¢ jOHN <br /> —34— • LANE <br /> No.6795 <br /> 38 <br /> �n <br />