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AWC <br /> ASSOCIATES INC. <br /> 1117 lone Patin jtre,Ste B, JWego,Cdfmuo,95351 % '+.. ' LOG OF WELL M W3 <br /> PROJECT DIESEL PERFORMANCE LOCATION 2804 EAST FREMONT STREET STOCKTON CA PROJECT NO. 6.2577.0001 <br /> COMMENTS: <br /> PAGE?OF__k__ <br /> WELL DEPTH PID SAMPLE ID U.S.C. <br /> DETAIL (FT.) (PPM) SLOWCOUNT LOG DESCRIPTION <br /> 3.5 13 <br /> 23 <br /> 31 <br /> �•. 44 <br /> DP—MW3-45.5' <br /> 2MH 41.5/45-46.5/50' ELASTIC SILT WITH SAND (MH): >15% FINE, POORLY GRADED <br /> _46- <br /> 28 SAND; <85% FINES; NONE—SLOW DILATANCY, LOW—MEDIUM <br /> = TOUGHNESS, LOW—MEDIUM PLASTICITY, MODERATE YELLOW <br /> BROWN, NO PRODUCT ODOR, NO ORGANICS, MOIST, WEAK <br /> CEMENTATION, HOMOGENOUS <br /> 48 <br /> 50 3.5 1 SM <br /> ;'r= 22 46.5/50-51.5/55SILTY SAND (SM): 60% FINE, POORLY GRADED SAND; 40% <br /> 52 FINES; MODERATE YELLOW BROWN, NO PRODUCT ODOR, NO <br /> \ ORGANICS, WET, WEAK CEMENTATION, HOMOGENOUS <br /> 54 <br /> — 3.5 <br /> 7 <br /> '." 56 17 SM <br /> 27 51.5/55-56.5/60' SILTY SAND (SM): <85% FINE, POORLY GRADED SAND; >15% <br /> = FINES; MODERATE YELLOW BROWN, NO PRODUCT ODOR, NO <br /> = ORGANICS, MOIST—WET, WEAK CEMENTATION, HOMOGENOUS <br /> = 58 <br /> _:= 3.5 <br /> DP-MW3-60.5` <br /> 60 24 <br /> 22 <br /> _ 31 <br /> — 62 SP 56.5/60-6b.5' POORLY GRADED SAND (SP): <85% FINE-MEDIUM, POORLY <br /> GRADED SAND; >15% FINES; MODERATE YELLOW BROWN, NO <br /> PRODUCT ODOR, WET, WEAK CEMENTATION, HOMOGENOUS <br /> 64 <br /> NO SAMPLE RECOVERY AT 65' <br /> —66- <br /> -68- <br /> -70- <br /> -72- <br /> -74- <br /> -76- <br /> -78— <br /> _80- <br /> 82— <br />