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r <br />rl <br />AMC -MMA LOC OF BOF M SBS <br />PROJECT CORRIGAN PROPERTY LOCATION <br />620 SAN JUAN DRIVE, STOCKTON <br />CA <br />PROJECT NO. 541,00 <br />DATE DRILLED OIZ2393 _ LOGGED BY <br />TOY LUTTERMAN <br />REVIEWED <br />BY GREG STAHL RC No 5023 <br />DRILLING COMPANY SPECTRUM EXPLORATION DRILLER <br />VAN LEONARD <br />METHOD <br />HOLLOW STEM AUGER <br />BORE HOLE DIAMETER 6 IN DEPTH DRILLED <br />_ 4 FT DEPTH TO WATER <br />INITIAL <br />FT STATIC FT <br />CASING TYPE NA DIAMETER — IN <br />SCHEDULE <br />INTERVAL <br />- FT TO - FT <br />SCREEN TYPE NA DIAMETER -, IN <br />SLOT SIZE IN. <br />INTERVAL — <br />- FT TO - FT <br />FILTER PACK TYPE NA <br />BRN. NPO. DRY—MST, N—WEAK HCL REACTION; WEAK CEMENTATION; <br />INTERVAL <br />- F7 TO ____- #T <br />SURFACE SEAL TYPE NEAT CEMENT OVER 2' OF BENTONITE <br />INTERVAL <br />-- 0 FT TO . 35 FT <br />COMMENTS <br />PAGE I OF I <br />W LL <br />DETAIL <br />DEPTH <br />FT. <br />PID <br />PPA{ <br />SAMPLE ID <br />BLOWCOUNT <br />i U.S C <br />LOG <br />DESCRIPTION <br />0-0.3' ASPHALT <br />2 <br />—03-53- LEAN CLAY, <5% FN, SA -SR. PRLY GRDD SND; >95% FMS. M -H DRY <br />STRNGTH, N-SLW DLTNCY. M -H TGHNSS. M -H PLST. V STIFF, DRK YLLW <br />CL <br />BRN. NPO. DRY—MST, N—WEAK HCL REACTION; WEAK CEMENTATION; <br />4 <br />CP—SB5-5' <br />HOMO <br />6 <br />O.a <br />is <br />