Laserfiche WebLink
/ AI `rASSOCIATES INC <br /> 1 1117 Lone Pain Ave,Suite B.Modesto Califon,95351 LOG OF BORING/WELL M W 1 <br /> PROJECT DIES>=L PERFORMANCE LOCATION 2804 EAST FREMONT STREET STOCKTON CA PROJECT NO 62577 0001 <br /> DATE DRILLED 09/25/98 LOGGED BY TOM LUTTERMAN REVIEWED BY JEANNE HOMSEY C47410 <br /> DRILLING COMPANY V&W DRILLING DRILLER _FRANK RAMIREZ METHOD HOLLOW STEM AUGER <br /> ORE HOLE DIAMETER 8 IN DEPTH DRILLED 65 FT DEPTH TO WATER INITIAL 53 FT STATIC _ _50 5 FT <br /> ' CASING TYPE Pvc DIAMETER 2 -IN SCHEDULE 40 INTERVAL 0 FT TO 45 FT <br /> 0 <br /> SCREEN TYPE PVC DIAMETER 2 IN SLOT SIZE 010 IN INTERVAL 45 FT TO6_ 65 FT <br /> FILTER PACK TYPE INTERVAL 43 FT TO <br /> SURFACE SEAL TYPE NEAT CEMENT OVER BENTONITE INTERVAL0 FT TO 43 FT <br /> COMMENTS PAGE 1 OF 2 <br /> WELL DEPTH PID SAMPLE ID LITHOLOGIC <br /> DETAIL FT PPM BLOWCOUNT LOG DESCRIPTION <br /> ' 0-2" ASPHALT <br /> 2 <br /> 2 -6 5/10 0 SILTY SAND (SM) 60% FINE, POORLY GRADED SAND, 40% FINES, <br /> SM <br /> 4 MODERATE YELLOW BROWN NO PRODUCT ODOR, DRY-MOIST, <br /> WEAK CEMENTATION HOMOGENOUS <br /> 3 3 <br /> 6 4 <br /> ' 5 <br /> I <br /> 8 <br /> 6 5/10 0-11 0' POORLY GRADED SAND (SP) >95% FINE-MEDIUM POORLY GRADED <br /> 10 <br /> SAND <5% FINES MODERATE YELLOW BROWN NO PRODUCT ODOR <br /> 2 6 \'P DRY-MOIST WEAK CEMENTATION HOMOGENOUS <br /> 7 <br /> 8 <br /> ' 12 CL i 10'11 5/150 LEAN CLAY WITH SAND (CL) <15% FINE POORLY GRADED SAND <br /> >857 FINES MEDIUM-HIGH DRY STRENGTH NO DILATANCY MEDIUM <br /> TOUGHNESS MEDIUM PLASTICITY MODERATE YELLOW BROWN NO <br /> 14 PRODUCT ODOR DRY-MOIST WEAK CEMENTATION HOMOGENOUS <br /> DP-MW1-155 <br /> 9 11 5/150-305 POORLY GRADED SAND (SP) >95% FINE-MEDIUM POORLY GRADED <br /> 16 1440 16 SAND <5% FINES MODERATE YELLOW BROWN TO PALE YELLOW <br /> DROWN STRONG PRODUCT ODOR DRY WEAK CEMENTATION HOMOGENOUS <br /> 18 <br /> ' 20 DP-MWI-20 5 <br /> 3132 13 <br /> 15 <br /> 20 <br /> —22— <br /> SID <br /> 25P <br /> 24 <br /> 13 SLIGHT TO MODERATE PRODUCT ODOR AT 25 0-26 5 <br /> ' 26 10 13 <br /> 18 <br /> 28 <br /> ' 30 <br /> 18 <br /> 23 <br /> 14 30 30 5-36 5/40 0 LEAN CLAY (CL) <157 FINE, POORLY GRADED SAND, >85% FINES, <br /> 32 MEDIUM-HIGH DRY STRENGTH NO DILATANCY MEDIUM TOUGHNESS, <br /> MEDIUM PLASTICITY, MODERATE BROWN SLIGHT-MODERATE PRODUCT <br /> ODOR DRY-MOIST, WEAK CEMENTATION, HOMOGENOUS <br /> ' 34 <br /> CL <br /> 16 <br /> 36 8 20 <br /> 30 <br /> —311— <br /> MH <br /> 8MH <br /> 40 <br />