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♦, <br /> GROUND ZERO ANALYSIS LOG OF BORING S82 <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 31 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 <br /> TO 31 FT <br /> COMMENTS: PAGE I OF_]_ <br /> WELL DEPTH FID SAMPLE ID U.S.C. DESCRIPTION <br /> DETAIL FT. PPM BLOWCOUNT LOG _ <br /> 2 <br /> 4 <br /> 6 SAMPLING BEGINS AT 14 FEET; FILL ESTIMATED TO 8-10 FEET <br /> 8 <br /> _10- <br /> 12 <br /> 14 FTS—SB2-15' _ 14-16/19' SILT (ML): <5% FN, A, PRLY GRDD SND; 95% FNS, N DRY <br /> 0 STRNGTH, SLW—R DLTNCY, L TGHNSS, N—L PLST, BRN, NPO, <br /> ML DRY—MST, MOD CEMENTATION, CALCAREOUS <br /> 16 <br /> 16/19-26/29' POORLY GRADED SAND (SP): 95X FN, A. PRLY GRDD SND; 5X <br /> 18 FNS, BRN TO GRY, NPO, DRY—MST, MOD CEMENTATION <br /> 20 0 <br /> 22 <br /> SP <br /> 24 FTS—SB2-25' <br /> 2 <br /> 26- <br /> 26/29-30.5- LEAN CLAY (CL): <2% SND; >98% FNS, H—VH DRY STRNGTH, <br /> 28 N DLTNCY, H TGHNSS, H PLST, GRY, SL PO, MST <br /> FTS—SB2-30' <br /> CL <br /> —30- 5 <br /> SP 30.5-31' POORLY GRADED SAND (SP): 95% M. A. PRLY GRDD SND; <br /> 5% FNS, GRY—BRN, SL PO, MST <br /> 32 REFUSAL AT 31 FEET \�, p�ED <br /> 1� ty�OlO <br /> 34 JOHN P. <br /> LANE <br /> 36 N N . 6795 <br /> 38 0 <br /> F CAL <br /> 40 <br />