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AWASSOCIATES INC. <br /> 1111[OR Rolm k Ste 6,9oksto'CA* go LOG OF BORING/WELL M W 6 <br /> PROJECT DIESEL PERFORMANCE LOCATION 2804 EAST FREMONT STREET. STOCKTON, CA PROJECT NO, 62577.0001 <br /> COMMENTS: <br /> PAGE 2 OF--!-- <br /> WELL DEPTH (PPM) <br /> SAMPLE ID U.S.C. <br /> SAMPLE <br /> DETAIL (FT.) PPM BLOWCOUNT LOG DESCRIPTION <br /> WELL <br /> DETAIL <br /> 4.5 22 18 ML <br /> 25 <br /> 42- <br /> 44 <br /> 4.5 22 E <br /> 0 <br /> 46 5 MH 41.5/45-46.5/50' INORGANIC SILTY CLAY (MH): 100% FINES; MEDIUM DRY <br /> - <br /> STRENGTH, MEDIUM TOUGHNESS, LOW PLASTICITY, YELLOWISH <br /> RED, SLIGHT PRODUCT ODOR, NO ORGANICS, MOIST, <br /> WEAK CEMENTATION, HOMOGENOUS <br /> 48- <br /> -50 4.5 <br /> 15 <br /> 50 <br /> MH <br /> 46.5/50-51.5/55,0' CLAY LENSED SILT(MH): 100% FINES; MEDIUM DRY STRENGTH. <br /> W,_52- LOW TOUGHNESS, LOW PLASTICITY, BROWN, NO PRODUCT <br /> ODOR, NO ORGANICS, MOIST, WEAK CEMENTATION, LENSED <br /> -54- <br /> 4.5 MW5-55.5' <br /> 22 <br /> 22 <br /> 22 ML <br /> 51.5/55.0-56.5,/60.0' INORGANIC SILT (ML): 100% FINES; LOW DRY STRENGTH, <br /> LOW TOUGHNESS, NO PLASTICITY, BROWN, NO ORGANICS, <br /> NO PRODUCT ODOR, MOIST, WEAK CEMENTATION, HOMOGENOUS <br /> .98 <br /> 4.5 <br /> 60 <br /> 18 <br /> 50 SM 56.5/60.0-61.5/65.0' SAND SILT MIXTURE (SM). 70% FINE WELL-GRADED SAND, <br /> E <br /> 30% FINES; LOW DRY STRENGTH, LOW TOUGHNESS, NO <br /> -62 PLASTICITY, BROWN, NO ORGANICS, NO PRODUCT ODOR, WET, <br /> WEAK CEMENTATION, LENSED <br /> 64 <br /> 4.5 <br /> E SM 61.5/65.0-65.5' SILTY SAND (SM).- 90% FINE SAND, 10% FINES; LOW DRY <br /> 66- STRENGTH, LOW TOUGHNESS, NO PLASTICITY, YELLOWISH RED, <br /> NO PRODUCT ODOR, WET, WEAK CEMENTATION, HOMOGENOUS <br /> -68- <br /> -70- <br /> -72- <br /> -74- <br /> -76- <br /> -78- <br /> _80- <br /> _82--1 <br />