Laserfiche WebLink
1 <br /> AWCASSOCIATES INC. <br />' 1260 Gmph cs DriYe,Yod*Cad wil Mi LOG OF WELL M W 1 <br /> PROJECT s$TACG HIGH SCHDDL LOCATION 1621 BROOKSIDE DRIVE, STOCKTON_ CAI IFORNIA PROJECT NO. 17292.000 _ <br /> .DATE DRILLED 022.599_ ^_ LOGGED BY TOM LUTTERMAN REVIEWED BY JEMNyE. HQMSFY C47410 _ <br /> DRILLING COMPANYy&w DRIIIINr,,--INC. DRILLER RICK BARRAGAN METHOD HOIIQw STEM ALIGER <br />' BORE HOLE DIAMETER 8 IN- DEPTH DRILLED 24.5 FT DEPTH TO WATER : INITIAL __ -15 FT STATIC SEI <br /> CASING TYPE _ PVC DIAMETER 2 IN SCHEDULE 40 INTERVAL D FT TO s - - <br /> SCREEN TYPE PVC DIAMETER - -2 IN SLOT SIZE 0.020 IN INTERVAL 5 El TO 23 FT <br /> FILTER PACK TYPE RMCiONESIAR_NO_ 3 SAND INTERVAL 7 FT TO 94.5—EL <br /> SURFACE SEAL TYPE NEAT CEMENT OVER BENTONITEINTERVAL 0 FT TO 7 -_FL <br /> COMMENTS: PAGE rL OF__t— <br /> WELL DEPTH PID SAMPLE 10 LITHOLOGIC DESCRIPTION <br /> DETAIL FT. PPM BLOWCOUNT LOG <br /> 0-6" - Asphalt <br /> 2 <br /> 4 <br /> MH/CL 6'-6.5/10' ELASTIC SILT-LEAN CLAY (MH/CL): <15X FINE, POORLY GRADED <br /> 10 SAND; >85X FINES: LOW-MEOIUM DRY STRENGTH. NONE-SLOW <br /> 6 5 15 DILATANCY, LOW-MEDIUM TOUGHNESS, LOW-MEDIUM PLASTICITY, <br />' MODERATE YELLOW BROWN, NO PRODUCT ODOR, NO ORGANICS. <br /> DRY-MOIST, WEAK CEMENTATION. HOMOGENOUS <br /> — 8 <br /> SUSD-MWI-10.5 <br /> 150 <br /> 1416 ML 6.5/10-11.5/15' SILT WITH SAND (ML): 15X FINE-MEDIUM. POORLY GRADED SAND; <br /> +• <br /> 33 85% FINES; NO DRY STRENGTH, SLOW DILATANCY, LOW TOUGHNESS, <br /> 12 NONE-LOW PLASTICITY, MODERATE YELLOW BROWN, MODERATE- <br /> STRONG PRODUCT ODOR, NO ORGANICS, DRY-MOIST, WEAK <br /> CEMENTATION. HOMOGENOUS <br /> —14- <br /> - - <br /> 4 SZ <br /> ,• 18 <br /> 16 4 25 CL 11.5/15-16.5/20 LEAN CLAY (CL): <15% FINE, POORLY GRADED SAND; >85X FINES; <br /> 35 MEDIUM-HIGH DRY STRENGTH. NO DILATANCY, LOW-MEDIUM <br /> TOUGHNESS, MEDIUM PLASTICITY, PALE YELLOW BROWN, MODERATE <br /> 18 PRODUCT ODOR, NO ORGANICS. MOIST. WEAK CEMENTATION. <br /> = HOMOGENOUS <br /> .•T i <br /> — 20 <br /> + 3 23 14 MH 16.5/20-21.5/23' ELASTIC SILT WITH SAND (MH): 15% FINE, POORLY GRADED SAND: <br /> .•, 26 85X FINES; SLOW DILATANCY, LOW TOUGHNESS, LOW PLASTICITY, <br /> 1 22 PALE YELLOW BROWN, MODERATE PRODUCT ODOR, NO ORGANICS. <br /> suss-mwi-23.5 MOIST, WEAK CEMENTATION, HOMOGENOUS <br /> 2.5 <br /> 24 8 CL. 21.5/23-24.5' LEAN CLAY (CL); <15X FINE, POORLY GRADED SAND; >85% FINES; <br />' 10 MEDIUM-HIGH DRY STRENGTH, NONE-SLOW DILATANCY, MEDIUM <br /> TOUGHNESS, MEDIUM PLASTICITY, PALE YELLOW BROWN, MODERATE <br /> 26 PRODUCT ODOR. NO ORGANICS, MOIST, WEAK CEMENTATION, <br /> HOMOGENOUS <br /> 28- <br /> 30- <br /> -32- <br /> -34- <br /> 36 <br /> 83032 3436 <br /> 38- <br /> -40 <br /> 42 <br />