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i ,- ASSOCIATES INC. 1117 I=Poh J*,sub g goddD, Ul LOG OF WELL MW8 PROJECT LOCATION 4075 EAST MAIN STREET. Grnr�rnN CA DATE DRILLED 17 04 �� PROJECT N0, 5426823.0009 2 LOGGED BY REVIEWED BY P . DRILLING COMPANY GREGG DRIL LING, do TFCTM DRILLER fRMK RAMIRE7 METHOD -LIMITED ACCFSR HQLLOW STEM BORE HOLE DIAMETER --a_ tN. DEPTH DRILLED 110 FT DEPTH TO WATER : INITIAL ��L STATIC _ FT CASING TYPE --EYL-- DIAMETER 2 IN SCHEDULE -AQ— INTERVAL _— 0 FT TO 100 FT SCREEN TYPE PVC DIAMETER _ 1N SLOT SIZE _0.020 jN INTERVAL 100' KT_ TO — 105 FT FILTER PACK TYPE 3 SANG INTERVAL 98 TO 105 Q SURFACE SEAL TYPE N ME 0 H R NT rr INTERVAL — 0 FT TO COMMENTS: - WELL DEPTH PIDPAGE I OF--;I_ DETAIL FT. PPq BLOWCOUNT IJTHLOG fC DESCRIPTION 2" ASPHALT 2 4 ' 6 ' 10 0 15 2'-16.5/20.0 ORGANIC CLAY (OL): 100% FINES; MEDIUM DRY OL 50/5' STRENGTH, MEDIUM TOUGHNESS, LOW PLASTICITY, STIFF; 12 YELLOWISH RED COLOR; NO CHEMICAL ODOR NOTED; ORGANICS PRESENT; DRY; WEAK CEMENTATION 14 20 16 0 20 30 16 20 12 16.5/20.0-31.5/35.0 0 50 MH ORGANIC SILT (MH): 109 FINE GRAINED SAND; 90% 29 FINES; LOW DRY STRENGTH, LOW TOUGHNESS, NON 22 PLASTIC; MEDIUM STIFF; YELLOWISH RED COLOR, NO CHEMICAL ODOR NOTED; ORGANICS PRESENT, DRY, WEAK CEMENTATION 24 ' 10 ORGANIC SILT (MH): 100% FINES; MEDIUM DRY 26 0 1 20 STRENGTH; LOW TOUGHNESS, NON PLASTIC; VERY STIFF; YELLOWISH REO COLOR, NO CHEMICAL ODOR NOTED; ' 28 ORGANICS, DRY, WEAK CEMENTATION; FISSILE 30 1 2 20 ORGANIC SILT (MH): 100% FINES; MEDIUM DRY 20 STRENGTH; MEDIUM TOUGHNESS, NON PLASTIC; VERY 32 STIFF; BROWN COLOR, NO CHEMICAL ODOR NOTED; ORGANICS, DRY, WEAK CEMENTATION 1 34 16 31.5/35.0-36.5/40.0 36 6 2 INORGANIC SILT (ML): 100% FINES; MEDfUM DRY 30 ML STRENGTH; LOW TOUGHNESS, NON PLASTIC; MEDIUM STIFF; BROWN COLOR, NO CHEMICAL ODOR NOTED; NO 38 ORGANICS, DRY, WEAK CEMENTATION; LAMINATED 40