FIELD DOCUMENTS - Laserfiche WebLink

Home Browse Search

GROUND ZERO ANALYSIS LOG OF BORING DB1 PROJECT GOEHRING/VICTOR FOODS - LOCATION 18846 u Hun 99 EBQNTAGF ROAD. LORI CA PROJECT N0. 283 DATE DRILLED 5/11/00 LOGGED BY SEAN GARVEY REVIEWED BY GREG P. STAHL RG N9, 5023 DRILLING COMPANY SPECTRUM EXPLORATION DRILLER RANDY DOCKERY METHOD HOLLOW STEM AUGER BORE HOLE DIAMETER 6 IN DEPTH DRILLED 46 FT DEPTH TO WATER : INITIAL 44 FT STATIC 44 FT CASING TYPE NA DIAMETER IN SCHEDULE INTERVAL FT TO FT SCREEN TYPE NA DIAMETER IN SLOT SIZE IN INTERVAL FT TO FT FILTER PACK TYPE NA INTERVAL FT TO FT SURFACE SEAL TYPE NEAT CEMENT GROUT INTERVAL 0 FT TO 46 FT COMMENTS: PAGE_I OF-2— WELL FA WELL DEPTH FID U.S.C. DESCRIPTION DETAIL FT. PPM BLOWCOUNT LOG 2 0-5' SILTY SAND (SM . BO% SNO; 20% FNS, BRN, NO ODOR, MST SM (LOGGED FIR �UTTINGS) 4 ?—T 5-10/14.5' CLAYEY SAND (SCO: 80% SND; 20% FNS, BRN, NO ODOR, MST 6 (LOGGED FROM Cl1TTINGS) 8 SC 10 10/14.5-16/19.5' WELL GRADED SAND WITH CLAY (SW-SC): 90% FN-M, A-SA, 12 W GROD SND; 10% FNS. V DNS, BRN, NO ODOR. MST 14 GVF 081 15 40 SW-SC 33 16 48 16/19.5-21/24.5' SILT (ML): 100% FNS, N-L DRY STRNGTH. R DLTNCY, L TGHNSS. N-L PLST, HRO. BRN, NO ODOR, MST 18 GVF DBI 20 20 20 25 ML 30 22 21/24.5-26/29.5' POORLY GRADED SAND (SP): 95% FN. A. PRLY GRDD SND; S% FNS, M DNS, WHT t BRN, NO ODOR, MST 24 GVF DBI 25 8 10 26 0 SP 28 26/29.5-3D' ELASTIC SILT (MH): 5% FN, A. PRLY GRDD SND: 95% FNS, GVF DBI 30 M DRY STRNGTH, SLW DLTNCY, L-M TGHNSS, L-M PLST, STIFF, BRN, NO ODOR, MST MH 30e 18 30-31/34.5' POORLY GRADED SAND (SP): 95% FN, A, PRLY CRDO SND; 32 Sp 5% FNS, V DNS, BRN/RUST, NO ODOR, MST, ABUNDANT PYRITE 32 GVF DBI 35 34 31/34.5-41/44.5' LEAN CLAY WITH SAND (CL): IDR SND; 90% FNS, H DRY B STRNGTH, N-SlW DLTNCY, M TGHNSS, M PLST, V STIFF TO 10 HRD. BRN, NO DODOR, MST 36 14 CL 38 40 13