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' A ASSOCIATES INC e LOG OF BORING ses <br /> in D*a DM!, vadk c0000N, 9Sbl <br /> PROJECT FARMER PROPERTY LOCATION 610 NORTH HUNTER STREET. STOCKTON. CA PROJECT NO 62596.0001 <br /> DATE DRILLED 3- 74-9R LOGGED BY TOM IHTTFRMAN REVIEWED BY LIFA14NF HOMSEY 047410 <br /> DRILLING COMPANY V,GW ORII I IND INC DRILLER I ARRY IHRRI F METHOD H0I I OW STEM AIIGFR <br /> ,\ BORE HOLE DIAMETER 8 IN DEPTH DRILLED 265 FT DEPTH TO WATER INITIAL F7 STATIC FT <br /> CASING TYPE N/A DIAMETER N/A IN SCHEDULE N /A INTERVAL FT TO ET <br /> SCREEN TYPE N/A DIAMETER N/A IN SLOT SIZE N /A IN INTERVAL FT TO FT <br /> FILTER PACK TYPE N/A INTERVAL FT TO FT <br /> SURFACE SEAL TYPE NEAT CEMENT OVER BENTONITE INTERVAL FT TO FT <br /> COMMENTS PAGE i OF 1 <br /> WELL DEPTH PID SAMPLE 10 UTHOLOGIC DESCRIPTION <br /> DETAIL (FT PPM BLOWCOUNT LOG <br /> 0-27 — Asphalt <br /> 2 <br /> 2' -65/10' LEAN CLAY (CL) < 15% FINE—MEDIUM POORLY GRADED <br /> 4 CL SAND >85% FINES DARK YELLOWISH BROWN NO <br /> PRODUCT ODOR NO DILATANCY, LOW—MEDIUM TOUGHNESS <br /> 3 MEDIUM PLASTICITY MOIST WEAK CEMENTATION <br /> 6 2 5 <br /> 8 7 <br /> 0 2 s <br /> 13 <br /> t7 <br /> 12 <br /> 14 <br /> N e <br /> 16 2 18 Cl <br /> 27 65/100-215f250 LEAN CLAY (CL) <5% FINE, POORLY GRADED SANG, <br /> >95% FINES MEDIUM—HIGH DRY STRENGTH NO <br /> ' 18 DILANTANCY MEDIUM—HIGH TOUGHNESS NO PLASTICITY <br /> MODERATE YELLOW BROWN, NO PRODUCT ODOR NO <br /> ORGANICS, DRY—MOIST WEAK CEMENTATION HOMOGENOUS <br /> -20 - 6 12 <br /> 20 <br /> ' 2 <br /> 22 4 <br /> 21 5/25 0-285 SANDY LEAN CLAY (CL) >30% FINE—MEDIUM, POORLY <br /> 24 \ GRADED SAND <70% FINES, LOW—MEDIUM TOUGHNESS, <br /> 448 LOW—MEDIUM PLASTICITY DARK GREEN GRAY MODERATE- <br /> 448 STRONG PRODUCT ODOR MOIST, WEAK CEMENTATION <br /> 26 <br /> 15 <br /> 15 <br /> ' 28 <br /> 30 <br /> 32 <br /> ' 34 <br /> 36 <br /> 30 <br /> 40 <br /> ' 42 - - <br />