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A <br /> ASSOCIATES INC. <br /> 1117 Looe Palm AK Ste 8,Iwe o.cojfomi'95351 LOG� LOG O E BORING/WELL M W 7 <br /> PROJECT DIESEL PERFORMANCE LOCATION 2804 EAST FREMONT STREET STOCKTON CA PROJECT NO. 62577.0001 <br /> COMMENTS: <br /> PAGE?OF? <br /> WELL DEPTH FID SAMPLE ID U.S.C. <br /> DETAIL (FT.) (PPM) BLOWCOUNT LOG DESCRIPTION <br /> 4.5 18 <br /> 20 <br /> 22 <br /> 42 <br /> ML 36.5/40-46.5/50' INORGANIC SILT (ML): 1007E FINES; MEDIUM DRY STRENGTH, LOW <br /> Y" <br /> 44 TOUGHNESS, NO PLASTICITY, BROWN, NO PRODUCT ODOR, <br /> NO ORGANICS, MOIST, WEAK CEMENTATION, HOMOGENOUS <br /> 4.5 16 <br /> 46 1s <br /> 25 <br /> 48 <br /> MW7-50.5' <br /> 50 4.5 12 <br /> 12 <br /> 12 SP 46.5/50-51.5/55.0' POORLY GRADED SAND (SP): 100% FINE POORLY GRADED SAND; <br /> 52 LOW DRY STRENGTH, LOW TOUGHNESS, NO PLASTICITY, YELLOWISH <br /> RED, NO PRODUCT ODOR, NO ORGANICS, MOIST, <br /> WEAK CEMENTATION, HOMOGENOUS <br /> 54 <br /> 4.5 <br /> 15 <br /> = 56 20 <br /> 30 5M 51.5/55.0-56.5/60.0' SILTY SAND (SM): 70% FINE POORLY GRADED SAND, 30X FINES; <br /> \ LOW DRY STRENGTH, LOW TOUGHNESS, NO PLASTICITY, BROWN, <br /> NO PRODUCT ODOR, NO ORGANICS, WET, WEAK CEMENTATION, <br /> 58 \ HOMOGENOUS <br /> 4.5 \\ <br /> :x 60 10 <br /> = 12 SM 56.5/60.0-61.5/65.0' SILTY SAND (SM): 60% FINE POORLY-GRADED SAND, 40% FINES; <br /> = 18 LOW DRY STRENGTH, LOW TOUGHNESS, NO PLASTICITY, REDDISH <br /> 62 BROWN, NO ORGANICS, NO PRODUCT ODOR, WET, <br /> WEAK CEMENTATION, HOMOGENOUS <br /> 4.5 15 ML 61.5/65.0-65.5' SILTY FINE SANDS (ML): 30% FINE, POORLY GRADED SANDS, 70% <br /> 66 50 FINES; LOW DRY STRENGTH, LOW TOUGHNESS, NO PLASTICITY <br /> —68- <br /> -70- <br /> 72- <br /> -74- <br /> -76- <br /> 78 <br /> 87072747678 <br /> 80 <br /> 82 <br />