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GROUND ZERO ANALYSIS LOG OF BORING SB1 <br /> PROJECT FRANK'S TIRE SERVICE LOCATION 5023 MARKET STREET, LINDEN CA <br /> DATE DRILLED 12/08/99 LOGGED BY SEAN GARVEY PROJECT N0. 336 <br /> 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 30.5 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 30.5 FT <br /> COMMENTS: PAGE I OF_L_ <br /> WELL DEPTH FID SAMPLE ID U.S.C. DESCRIPTION <br /> DETAIL Fr. PPM BLOWCOUNT LOG <br /> 0-6/9' ELASTIC SILT (MH): <22 SND; >982 FNS, M DRY STRNGTH, N—SLW <br /> 2 DLTNCY, M TGHNSS, M PLST, BRN, NPO, MST <br /> 4 MH <br /> D <br /> 6 <br /> 6/9-11/14' CLAYEY SAND (SC): 70% FN, A. PRLY GRDD SND; 30% FNS, <br /> 8 NPO, MST <br /> 10 0 SC <br /> 12 <br /> 11/14-26/29' POORLY GRADED SAND (SP): 952 FN, A, PRLY GRDD SND; 52 <br /> 14 <br /> FTS—SB1-15' FNS, BRN, NPO, DRY—MST, STRNG CEMENTATION, CALCAREOUS <br /> 0 <br /> 16 <br /> _18- <br /> 20— 0 SP <br /> —22- <br /> 24— FTS-SBI-25' <br /> 0 <br /> —26- <br /> 26/29-30.5- WELL GRADED GRAVEL WITH SAND (GW): 152 FN—CRS, W GRDD <br /> 28 SND; 802 FN GRVL; 52 FNS, BRN, NPO, MST <br /> FTS—SB 1-30' <br /> GW <br /> 30 0 <br /> REFUSAL AT 30.5 FEET <br /> —32— D G�cO`� <br /> G�JOHN P. <br /> 34 • L;NE <br /> 36 Cn� <br /> No. 6 795 <br /> Q` <br /> Ile <br /> 38 OF CAL�/ <br /> 40 <br />