Laserfiche WebLink
ASSOCIATES INC LOG OF BORING SB9 <br /> 122613 6me,�adestn,Cafdorna,96351 <br /> PROJECT FARMER PROPERTY LOCATION . 610 NORTH HUNTER STREET. STOCKTON, CA PROJECT NO 62596.0001 <br /> DATE DRILLED 3-24-98 LOGGED BY TOM JUIIERMAN REVIEWED BY JFANNF HOMSFY 047410 <br /> DRILLING COMPANY VArW RRil I tN(', INC DRILLER LARRY DIBE31-F METHOD HOI I OW STEM AUGER. - - <br /> BORE HOLE DIAMETER S 1N DEPTH DRILLED 26 5 FT DEPTH TO WATER INITIAL FT STATIC FT <br /> CASING TYPE _ N/A DIAMETER N/A IN SCHEDULE N/A INTERVAL FT TO FT <br /> SCREEN TYPE _UlA DIAMETER _ N/A IN SLOT SIZE N/A IN INTERVAL FT TO ET <br /> FILTER PACK TYPE N/A — — __._— INTERVAL FT TO ET <br /> SURFACE SEAL TYPE NEAT CEMENT OVER BENTONITE INTERVAL FT TO FT <br /> COMMENTS PAGE i OF <br /> WELL DEPTH PID SAMPLE ID LITHOLOCIC DESCRIPTION <br /> DETAIL FT PPM BLOWCOUNT LOG <br /> ' 0-2" — Asphalt <br /> 2 <br /> ' 2' —6 5/10' LEAN CLAY (CL) <15% FINE—MEDIUM POORLY GRADED <br /> 4 SAND >85% FINES DARK YELLOWISH BROWN NO <br /> CL PRODUCT ODOR NO DILATANCY, LOW—MEDIUM TOUGHNESS <br /> 3 MEDIUM PLASTICITY MOIST WEAK CEMENTATION <br /> 6 2 5 <br /> 8 <br /> 7 <br /> I <br /> ' 10 <br /> 2 6 <br /> 13 � <br /> 17 <br /> —12- <br /> 14 <br /> 16 2 CL <br /> B <br /> 27 6 5/10 0--21 5/25 0 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 /> 20 12 <br /> ORGANICS, DRY-MOIST WEAK CEMENTATION HOMOGENOUS <br /> 6 20 <br /> ' 2 —a <br /> 22 4 <br /> 21 5/25 0-26 5 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 /> 20CL STRONG PRODUCT ODOR MOIST, WEAK CEMENTATION <br /> 26 19 <br /> 15 <br /> ' 28 <br /> ' 30- <br /> -32 <br /> ' 34 <br /> ' —36- <br /> 38 <br /> 4a <br /> ' 42 <br />