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AW <br /> ASSOCIATES INC. V <br /> 1117 fare Pdm Ave,Ste R I*ta,Cdfomb,953,51 LOG OF BORING/WELL M W 1 <br /> PROJECT DIESEL PERFORMANCE LOCATION 2804 EAST FREMONT STREET STOCKTON CA PROJECT NO. 62577.0001 <br /> COMMENTS: <br /> PAGE 2 OF--!- <br /> W <br /> F 2 <br /> WELL DEPTH PID SAMPLE ID U.S.C. <br /> DETAIL (FT.) (PPM) BLOWCOUNT LOG DESCRIPTION <br /> 1028 22 <br /> 36 <br /> 40 36.5/40-46.5/50' ELASTIC SILT WITH SAND (MH): >15% FINE-MEDIUM, POORLY <br /> 42 GRADED SAND; <85% FINES; LOW-MEDIUM DRY STRENGTH, <br /> ;�; DP-MW1-40.5' NONE-SLOW DILATANCY, LOW TOUGHNESS, LOW-MEDIUM <br /> ,t, PLASTICITY, MODERATE BROWN, MODERATE-STRONG PRODUCT <br /> MH ODOR, DRY-MOIST, WEAK CEMENTATION, HOMOGENOUS <br /> 44 <br /> DP-MW1--45.5' <br /> 247 25 <br /> ~• - 46 37 <br /> 40 <br /> - •.f <br /> 48 <br /> 50 34 10 <br /> 16 <br /> 24 46.5/50-56.0' SILTY SAND (SM): <60% FINE, POORLY GRADED SAND; >40% <br /> 52 FINES; MODERATE YELLOW BROWN, SLIGHT-MODERATE PRODUCT <br /> ODOR, MOIST-WET, WEAK CEMENTATION, HOMOGENOUS <br /> SM <br /> -54- <br /> 7 <br /> 12 <br /> - 56 17 <br /> 28 L 56.0-66.0' POORLY GRADED SAND (SP): >90% FINE-MEDIUM, POORLY <br /> GRADED SAND; <10% FINES; MODERATE YELLOW BROWN, NO <br /> PRODUCT ODOR, WET, WEAK CEMENTATION, HOMOGENOUS <br /> 1.= 6 <br /> 60 ss <br /> 50 SP <br /> 64 <br /> DP-UW 1-65.5' <br /> 2 8 <br /> 66 16 <br /> 22 L SP-SM 66.0-66.5' POORLY GRADED SAND WITH SILT (SP-SM): SOX FINE, POORLY <br /> GRADED SAND; 103E FINES; PALE YELLOW BROWN, NO <br /> PRODUCT ODOR, WET, WEAK CEMENTATION, HOMOGENOUS <br /> -68- <br /> -70- <br /> -72- <br /> -74- <br /> -76- <br /> -78- <br /> _80- <br /> 82 <br /> 72 <br /> 74 <br /> 76 <br /> 78 <br /> 80 <br /> 82 <br />