WORK PLANS - Laserfiche WebLink

Home Browse Search

ASSOCIATES INC. It 11 loneAVPdm Ave,Slate R 6odew CoGfOM4 MI %./ �.. LOG OF WELL M W 4 PROJECT DIESEL PERFORMANCE LOCATION 2804 EAST FREMONT STREET STOCKTON CA PROJECT N0. 62577.0001 DATE DRILLED 12/15-18/99 LOGGED BY TOM LUTTERMAN REVIEWED BY JEANNE HOMSEY C47410 DRILLING COMPANY YAW DRILLING „ DRILLER RYAN KUBLI METHOD HOLLOW STEM AUGER BORE HOLE DIAMETER 8 IN DEPTH DRILLED 65 FT DEPTH TO WATER INITIAL 50 FT STATIC FT CASING TYPE PVC DIAMETER 2 IN SCHEDULE — 40 INTERVAL — A FT TO 45 FT SCREEN TYPE PVC DIAMETER 2 IN SLOT SIZE 0.010 INTERVAL 45 FT TO 65 FT FILTER PACK TYPE INTERVAL —43 FT TO 65 FT SURFACE SEAL TYPE NEAT CEMENT OVER BENTONITE INTERVAL 0 FT TO — 43 FT COMMENTS: PAGE 1 OF__L WELL DEPTH PID SAMPLE ID LITHOLOGIC DETAIL FT. PPM BLOWCOUNT LOG DESCRIPTION 0-2" ASPHALT 2 4 CL 2"-6.5/10' LEAN CLAY WITH SAND (CL): 15% FINE, POORLY GRADED SAND; 85X FINES; NO DILATANCY, MEDIUM TOUGHNESS, MEDIUM PLASTICITY, DARK YELLOW BROWN, NO PRODUCT ODOR, NO ORGANICS, MOIST, 14 WEAK CEMENTATION, HOMOGENOUS 3.5 6 24 18 8 10 3.5 92 SM 6,5/10-11.5/15' SILTY SAND (Slut): 70% FINE, POORLY GRADED SAND; 30% FINES; 16 DARK YELLOW BROWN, NO PRODUCT ODOR, NO ORGANICS, 12 DRY-MOIST, WEAK CEMENTATION, HOMOGENOUS 14 9 16 3.5 9 13 18 SP 11.5/15-26.5/30' POORLY GRADED SAND (SP): >90% FINE, POORLY GRADED SAND; 20 12F <10% FINES; PALE TO MODERATE YELLOW BROWN, NO 3.5 16 PRODUCT ODOR, NO ORGANICS, DRY, WEAK CEMENTATION, 20 HOMOGENOUS `22- -24- - f26 3.5 28- _30- - 830 to 26 CL 3.5 34 26.5/30-31.5/35' LEAN CLAY (CL): <10% FINE, POORLY GRADED SAND: >90% FINES; 32 NO DILATANCY, MEDIUM TOUGHNESS, MEDIUM PLASTICITY, NO PRODUCT ODOR, NO ORGANICS, MOIST, WEAK CEMENTATION, HOMOGENOUS 34 15 36 3.5 28 MH 50 31.5/35-36.5/40' SANDY ELASTIC SILT (MH): <70X FINE SAND; >30X FINES; LOW TOUGHNESS, LOW PLASTICITY, MODERATE YELLOW BROWN, NO PRODUCT ODOR, NO ORGANICS, MOIST, WEAK CEMENTATION, HOMOGENOUS 38 40