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GROUND ZERO ANALYSIS LOG OF BORING SB5 <br /> PROJECT FRANK'S TIRE SERVICE LOCATION 5023 MARKET STREET. LINDEN _ CA PROJECT NO. 336 <br /> DATE DRILLED 12/09/99 LOGGED BY SEAN GARVEY REVIEWED BY JOHN P. LANE RG No. 6795 <br /> DRILLING COMPANY FISCH ENVIRONMENTAL DRILLER RICK BERTILINO 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 27.75 FT <br /> COMMENTS: 20' ANGLE BORING, LOG REPRESENTS MEASURED DEPTHS ALONG AXIS OF BORING, PAGE I OF__L_ <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 15 FEET MEASURED ALONG BORING <br /> 8 <br /> 10 <br /> 12 <br /> 15-27.75' POORLY GRADED SAND (SP): 95% FN, A. PRLY GRDD SND; 5% <br /> FNS, SRN, NPO, DRY—MST, STRNG CEMENTATIONC CALCAREOUS <br /> 14 <br /> FTS—SB5-15' <br /> 2 (15'VERTICIL) - - <br /> 16 <br /> 18 <br /> 20 0 FTS—SB5-20' <br /> (20'VERTICAL) <br /> SP <br /> 22 <br /> 24 <br /> 0 <br /> 26 <br /> FTS—SBS-27' <br /> (25'VERTICAL) <br /> —28- <br /> -30— <br /> REFUSAL A7 27.75 FEET <br /> 32 QIED (3F�10 <br /> 34 JOHN P. N{ <br /> LANE <br /> 36 N . 6795 <br /> Q <br /> 38— of C <br /> 40 <br />