WORK PLANS - Laserfiche WebLink

Home Browse Search

ASSOCIATES INC. 1117 La Pdm klnue,&&R ila elk Wm*95351 LOG OF WELL V E W 1 PROJECT DIESEL PERFORMANCE LOCATION 2804 FAST FREMONT STREET. STOCKTON, CA PROJECT NO. 54.62577.0001 DATE DRILLED 12/05/01 LOGGED BY JOHN SELLMAN REVIEWED BY JFANN£ HOMSEY C47410 DRILLING COMPANY WOODWARD DRILLING ING.. DRILLER VAN LEONARD METHOD HOLLOW STEM AUGER _ BORE HOLE DIAMETER —8 IN DEPTH DRILLED 35 FT DEPTH TO WATER : INITIAL FT STATIC FT CASING TYPE PVC DIAMETER 2 IN SCHEDULE 40 INTERVAL — -O FT TO 15 FT SCREEN TYPE PVC DIAMETER 2 IN SLOT SIZE 0.020 1N INTERVAL 15.._ FT TO 35 FT FILTER PACK TYPE RMC LONFRIAR #3 INTERVAL 13 FT TO -35 FT SURFACE SEAL TYPE NEAT CEMENT OVER INTERVAL 0 FT TO 13 FT COMMENTS: PAGE 1 OF--!- ELL F--!-ELL DEPTH PID SAMPLE ID LITHOLOGIC DESCRIPTION DETAIL F. PPM BLOWCOUNT LOG 0-2" - Asphalt z 4 CL 22 2"-6.5/10- INORGANIC CLAY (CL): 100% FINES; MEDIUM DRY STRENGTH, 6 5.5 42 MEDIUM TOUGHNESS, MODERATE PLASTICITY, YELLOW RED, NO PRODUCT ODOR, NO ORGANICS, DRY, WEAK CEMENTATION. HOMOGENOUS 8 10 t3 5.0 20 28 12 SM 6.5/10-16.5/20' SILTY SAND (SM): 70% FINE, POORLY GRADED SAND, 30% FINES; 14 LOW DRY STRENGTH, LOW TOUGHNESS, NO PLASTICITY, YELLOWISH v'X _ RED, NO PRODUCT ODOR, NO ORGANICS, DRY, WEAK CEMENTATION, + 12 HOMOGENOUS ' = 16 5.0 20 ` — = 18 VEW1-20.5 20 t o 5.0 tt 26.5/30-30.5 POORLY GRADED SAND (SP): 100% FINE POORLY GRADED SAND; -- 's 12 MODERATE COMPACTION, YELLOW RED, NO PRODUCT ODOR, 22 NO ORGANICS, MOIST, WEAK CEMENTATION, HOMOGENOUS — —24- 5.0 9 SP MEDIUM SAND; BROWNISH YELLOW 10 — 26 12 -t 28 30 5.0 y 4' 9 - 11 CL 31.0-36.5' SILTY CLAY (CL): 100% FINES; LOW DRY STRENGTH, LOW 34 TOUGHNESS, LOW PLASTICITY, VERY STIFF CONSISTENCY, 4.5 VEWI-35.5 YELLOWISH RED, SLIGHT SOAPY ODOR, NO ORGANICS. 12 MOIST, WEAK CEMENTATION, HOMOGENOUS t+ 36 i6 38 40 a2