ARCHIVED REPORTS XR0008266 - Laserfiche WebLink

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0-04 ASPHALT 2 0 4-8 5' LEAN CLAY, <10% FN, SA—SR, PRLY GRDD SND, >90% FNS, M—H DRY STRNGTH N DLTNCY, M TGHNSS, M—H PLST, V STIFF, DRIC YLLW BRN, N—SL PO MST—WET, N HCL REACTION WEAK CEMENTATION- HOMO 4 CP—SBG-5' CL 8 12 6 13 CP—SBS-7.5' 8 g 4'7 12 18 20 GREGORY P. STAHL No. 5023 'f 24- 26- �f9lf OF CA1.�F��`� 28 1 r�- 32 34 36 38 LOG QF BORWG S86 PROJECT CORRIGAN PROPERTY LOCATION _ 620 SAN, JUAN DRIVE, STOCKTON CA PROJECT N0. DATE DRILLED 01/28/93 LOGGED BY TOM LLITTERMAN REVIEWED BY GREG STAHL RG No 3023 DRILLING COMPANY SPECTRUM EXPLORATION DRILLER VAN LEONARD METHOD HOLLOW STEM AUGER BORE HOLE DIAMETER 8 IN DEPTH DRILLED _ 7 FT DEPTH TO WATER INITIAL ~6 FT STATIC FT CASING TYPE NA DIAMETER IN SCHEDULE INTERVAL -El TO FT SCREEN TYPE NA DIAMETER - --ML SLOT SIZE - IN INTERVAL TO - FT FILTER PACK TYPE NA INTERVAL TO -- m SURFACE SEAL TYPE NEAT CEMENT OVER —3 OF BENTONITE INTERVAL _ 0 FT TO _- 85 FT COMMENTS PAGE I OF WELL DEPTH PID US C- DESCRIPTION DETAIL (FT ) (PPM BLOWCOUNT LOG 0-04 ASPHALT 2 0 4-8 5' LEAN CLAY, <10% FN, SA—SR, PRLY GRDD SND, >90% FNS, M—H DRY STRNGTH N DLTNCY, M TGHNSS, M—H PLST, V STIFF, DRIC YLLW BRN, N—SL PO MST—WET, N HCL REACTION WEAK CEMENTATION- HOMO 4 CP—SBG-5' CL 8 12 6 13 CP—SBS-7.5' 8 g 4'7 12 18 20 GREGORY P. STAHL No. 5023 'f 24- 26- �f9lf OF CA1.�F��`� 28 1 r�- 32 34 36 38