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GROUND ZERO ANALYSIS LOG of 13ORING See <br /> PROJECTTUFF BOY TRAILER LOCATION 5151 ALMONDWOOD, MANTECA CA PROJECT NO 335 _ <br /> DATE DRILLED 1217/99 LOGGED BY SEAN GARVEY REVIEWED BY JOHN P LANE RG No 6795 <br /> DRILLING COMPANY FISCH ENVIRONMENTAL DRILLER R BERTILLO METHOD DIRECT PUSH <br /> BORE HOLE DIAMETER 1 751N DEPTH DRILLED 26 FT DEPTH TO WATER INITIAL 9 5 FT STATIC _ 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__]__OFA <br /> WELL DEPTH FID SAMPLE ID U S C DESCRIPTION <br /> DETAIL FT (PPM) BLOWCOUNT LOG <br /> 0-6/9' WELL GRADED SAND (SW) 952 FN-M, A-SA, W GRDD SND <br /> 2 52 FNS DRK BRN, SL P0, MST <br /> 4 sw <br /> 200 <br /> 6 <br /> 6/9-11/14' WELL GRADED SAND (SW) 99-1002 FN-CRS, A-SR W GRDD <br /> SND, TRC FNS, GRY, M-STRNG PO, WET <br /> TUT-S82-1 01 <br /> 10 5,000 SW <br /> 12 <br /> 11/14-15 SILT (ML) 10% FN, A SND, 90% FNS, N DRY STRNGTH, SLW-R <br /> i8T-S82-15` DLTNCY, L TGHNSS, N PLST, GRY, SL P0, WET <br /> 14 <br /> ML <br /> 10 <br /> 15-16/19 LEAN CLAY (CL) 5% FN A SND, 95% FNS, H DRY STRNGTH, <br /> 16 N-SLW DLTNCY, M-H TGHNSS, M-H PLST, CRY, SL-M P0, VST- <br /> CLwET <br /> 18 16/19-21/24' CLAYEY SAND (SC) 852 FN-CRS, A-SR, W GRDD SND, 152 <br /> FNS, BRN, V SL PO, MST-WET <br /> 20 6 SC <br /> 22 <br /> 11/24-26' WELL GRADED SAND (SW) 902 FN-CRS, A-SR, W GRDD SND, <br /> 24 T8T-582-25'/_ 52 FN SA PRLY GRDD GRVL, S% FNS, BRN, NPO, WET <br /> SW <br /> 1 <br /> 26 <br /> 28 <br /> 3D <br /> 32 G�Or0. <br /> 34 JOHN p <br /> • LANE _ 1 <br /> N No 6795 j <br /> 36- <br /> -38— <br /> 6 38 CA <br /> 40 <br />