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AWC <br /> ATES <br /> 6.0 1117 Lw Nh WWk SMI <br /> [_OG OF BORING WELL MW6 � <br /> PROJECT DIESEL PERFORMANCE LOCATION 2804 EAST FREM NT STREET STOCKTON CA PROJECT NO. 62577.0001 <br /> COMMENTS: <br /> 6. PAGES OF-2— <br /> WELL <br /> FAWELL DEPTH FID SAMPLE JO U.S.C. <br /> DETAIL (FT.) (PPM) BLOWCOUNT LOG DESCRIPTION <br /> 00, 4.5 18 ML <br /> 22 <br /> 42 <br /> 25 <br /> i <br /> 4. 44 <br /> 4.5 22 <br /> 46 50 MH 41.5/45-46.5/50INORGANIC SILTY CLAY (MH): 1DOX FINES; MEDIUM DRY <br /> _ STRENGTH, MEDIUM TOUGHNESS, LOM! PLASTICITY. YELLOWISH <br /> A RED.•` WEAK SCEENTATIION,UCHT C HOMOGENOUS NO ORGANICS. MOIST, <br /> � % 50 <br /> j• 4.5 15 <br /> 50 MH <br /> 46.5/50-51.5/55.0' CLAY LENSED SILT(MH): 100X FINES; MEDIUM DRY STRENGTH, <br /> " — 52 LOW TOUGHNESS, LOW PLASTICITY. BROWN, NO PRODUCT <br /> JL. r ". ODOR, NO ORGANICS, MOIST, WEAK CEMENTATION, LENSED <br /> J t <br /> -17 <br /> 4.5 MWS-555. <br /> La ` 22 <br /> — 56 22 <br /> — 22 ML 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 /> 1 NO PRODUCT ODOR, MOIST. WEAK CEMENTATION, HOMOGENOUS <br /> L i 58 <br /> S _ <br /> ` 4.5 <br /> T ` 60 lei <br /> L. r, 50 SM 55.5/fi0.0-61.5/65.0' SAND SILT MIXTURE (SM): 70% FINE WELL—GRADED SAND. f <br /> 3OX FINES; LOW DRY S ENCTH. LOW TOUGHNESS. NO <br /> 62 PLASTICITY, BROWN. NO ORGANICS, NO PRODUCT ODOR. WET, <br /> \ WEAK CEMENTATION, LENSED <br /> 1<. i 64 \\ <br /> 4.5 SM 61.5/65.0-65.5' SILTY SAND (SM): SOX FINE SAND, IOX FINES; LOW DRY <br /> 66 STRENGTH, LOW TOUGHNESS, NO PLASTICITY. YELLOWISH RED, <br /> NO PRODUCT ODOR. WET, WEAK CEMENTATION, HOMOGENOUS <br /> s fig <br /> L. <br /> 70 <br /> L. 72 <br /> t <br /> 74 <br /> i <br /> 1V. f� <br /> —76— <br /> Lo <br /> 6 L. 78- <br /> -go- <br /> 821 <br /> $8082 <br />