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GROUND ZERO ANALYSIS LOG OF BORING S83 <br /> PROJECT -GON7AI AS TRUCKING LOCATION 5855 JACKSON AVENUE_ ESCALON CA _ PROJECT N0. <br /> DATE DRILLED �-1120--21/00 LOGGED BY SEAN GARVEY _ REVIEWED BY. JOHN P LANE RG No. 6Z 5 <br /> DRILLING COMPANY SPECTRUM EXPLORATION DRILLER B. NWON METHOD HOLLOW STEM AUGER <br /> BORE HOLE DIAMETER 6 IN DEPTH DRILLED _ 56 FT DEPTH TO WATER ; INITIAL 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 INTERVAL FT TO _______EL <br /> SURFACE SEAL TYPE NEAT CEMENT GBOUT INTERVAL — 0 EL TO 5s FT <br /> COMMENTS: PAGE—t—OFA <br /> WELL DEPTH FID SAMPLE ID U.S.C. DESCRIPTION <br /> DETAIL FT. PPM 9LOWCOUNT LOG " <br /> ' 2 <br /> ' 4 <br /> 6 0'11/19.5' SANDY LEAN CLAY (CL): 25-305 FN-M, A SND; 70-757. <br /> CL FNS, H DRY STRNGTH, N DLTNCY, H TGHNSS, H PLST, HARD, <br /> BRN, NPO, DRY, M-STRNG CEMENTATION <br /> 8 <br /> ' 10 21 <br /> 2 <br /> 0 20 <br /> ' 12 <br /> 14 11/19.5-21/24'5' WELL GRADED SAND (SW): >957. FN-CRS, A-SA, W GRDD <br /> SNO; <5% FNS, M DNS, BRN, NPO, DRY <br /> 16 <br /> ' 18 <br /> 20 7 SW <br /> ' 0 g <br /> z1 <br /> 22 21/24.5-26/29.5- SILTY CLAY (CL/AIL): 10-15% FN, A-SA SND; 65-90% <br /> ' FNS, M-H DRY STRNGTH, SLW DLTNCY, M TGHNSS, M <br /> 24 PLST, V STIFF, BRN, NPO, DRY <br /> 1 e <br /> 12CL/AIL <br /> ' 26 24 <br /> 26/29.5-31/39.5' WELL GRADED SAND (SW): 90-95% FN-CRS, A-SA <br /> 28 W GRDD SND; 5-1D% FNS, V DNS, RED BRN, NPO, DRY <br />' 302 <br /> 1 34 SW <br /> 3B <br />' GT-SB3-30 <br /> —32- <br /> -34- <br /> - <br /> 2 <br /> 34 <br />' 31/39.5-41/44.5' SILT (ML); 5-10% FN, A SND; 90-95% FNS, N DRY <br /> STRNGTH, R DLTNCY, L TGHNSS, N PLST, V STIFF-HARD, <br /> 36 BRN, SL-M PO, DRY <br /> 38 <br /> ML <br /> 40 a <br /> 1 <br />