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AWASSOCIATES INC. \./ <br /> 1111 tone Palm ave,Ste B 1wela,coifomia,95351 %.J LOG OF BORING/WELL M W 5 <br /> PROJECT DIESEL PERFORMANCE LOCATION 2804 EAST FREMONT STREET STOCKTON CA PROJECT NO. 62577.0001 <br /> COMMENTS: <br /> PAGE 2 OF-2- <br /> WELL <br /> F? <br /> WfAILF <br /> FID SAMPLE 10 U.S.C. <br /> DE (PPM) SLOWCOUNT LOG DESCRIPTION <br /> 6.5 25 <br /> 50 <br /> 36.5/40-46.5/50' INORGANIC SILT WITH CALCITE (ML): 100% FINES; LOW DRY <br /> STRENGTH, LOW TOUGHNESS, NO PLASTICITY, MODERATE <br /> BROWN, NO PRODUCT ODOR, NO ORGANICS, DRY, <br /> ML <br /> WEAK CEMENTATION, FISSURED <br /> 6.5 25 MOIST, YELLOWISH RED, NO CALCITE <br /> 46 50 <br /> 48 <br /> ' 50 6.0 <br /> 15 <br /> 38 <br /> S0 CL 46.5/50-51.5/55.0' SILTY CLAY (CL): 100X FINES; LOW DRY STRENGTH, <br /> 52 LOW TOUGHNESS, LOW PLASTICITY, YELLOW RED, NO PRODUCT <br /> ODOR, MOIST, WEAK CEMENTATION, HOMOGENOUS <br /> 7.5 MWS-55.5' <br /> 40 <br /> 56 50 <br /> OL 51.5/55.0-56.5/60.0' ORGANIC SILT (OL): 100% FINES; MEDIUM DRY STRENGTH, <br /> LOW TOUGHNESS, LOW PLASTICITY, BROWN, ORGANICS, <br /> NO PRODUCT ODOR, MOIST, WEAK CEMENTATION, FISSURED <br /> i.. <br /> ?.5 <br /> 60 20 <br /> 20 SM 56.5/60.0-61.5/65.0' SILTY SAND (SM): 60% FINE POORLY-GRADED SAND, 40% FINES; <br /> _ 30 LOW DRY STRENGTH, LOW TOUGHNESS, NO PLASTICITY, BROWN, <br /> 62 NO ORGANICS, NO PRODUCT ODOR, WET, WEAK CEMENTATION, <br /> = HOMOGENOUS <br /> 64 <br /> 6.5 50 E ML 61.5/65.0-65.5' INORGANIC SILT (ML): 100% FINES; LOW DRY STRENGTH, LOW <br /> 66 TOUGHNESS, NO PLASTICITY, YELLOWISH RED, NO PRODUCT ODOR, <br /> WET, WEAK CEMENTATION, HOMOGENOUS <br /> 68 <br /> -70- <br /> -72- <br /> -74- <br /> -76- <br /> -78- <br /> -80- <br /> 82-- <br />