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L <br /> /WASSOCIATES INC. <br /> 1111 Lane Pdm k 18,wdes�o,Caflol>>io,45bt LOG OF BORING/WELL MW 1 <br /> a PROJECT DIESEL PERFORMANCE LOCATION 2804 EAST FREMONT STREET, STOCKTON, CA PROJECT N0, 62577.DO01 <br /> COMMENTS: 7.PAGE 2 OF-2-- <br /> WELL <br /> FAWELL DEPTH PID SAMPLE ID U.S.C. <br /> DETAIL (FT.) (PPM) BLOWCOUNT LOG I DESCRIPTION <br /> - - <br /> IO28 22 �. <br /> 36 <br /> 7. 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 /> CP-uw1-aD_5' ` NONE-SLOW DILATANCY; LOW TOUGHNESS, LOW-MEDIUM <br /> PLASTICITY.. MODERATE BROWN, MODERATE-STRONG PRODUCT <br /> MH ODOR, DRY-MOIST. WEAK-CEMENTATION, HOMOGENOUS <br /> 44 <br /> 'CP-�MWI-45.5' <br /> 247 25 <br /> 46 40 <br /> I <br /> 48 I <br /> - 50 34 IO <br /> 16 <br /> 24 46.5/50-56.0' SILTY SAND (SII): <60% FINE, POORLY GRADED SAND; >40X <br /> $2 FINES; .MODERATE YELLOW BROWN, SLIGHT-MOOERAT£ PRODUCT <br /> ODOR, MOIST-WET, WEAK CEMENTATION, HOMOGENOUS <br /> SM I <br /> 54 <br /> Ira = 7 .. 12 <br /> 17 <br /> I 56 28 58.4-66.0' POORLY GRADED SANG {SP}: >510. OWE-MEDIUM, POORLY' <br /> GRADED SAND; <10% FINES; MODERATE YELLOW BROWN, No <br /> PRODUCE ODOR, WET, WEAK CEMENTATION, HOMOGENOUS <br /> 6 <br /> ! 60 69 # <br /> 50 SP <br /> 62 <br /> 64 - <br /> -_ CP-wwl-sss' <br /> 2. 8 <br /> —66- <br /> 22 SP-SM 66.0-66.5' POORLY GRADED SAND WITH SILT (SP-SM): Do% 'FINE. 'POORLY <br /> }� GRADED SAND: 10% FINES; PALE YELLOW BROWN, NO <br /> PRODUCT ODOR, WET, WEAK CEMENTATION, HOMOGENOUS i <br /> —68— ' <br /> I <br /> 70 <br /> —72— i <br /> i <br /> 74 <br /> I <br /> 76 <br /> 78 <br /> I <br /> 80— <br /> I <br /> I <br /> 82 - <br /> k - - <br />