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ArCASOCES K. 1ff11In Pah dve.SMIB,�floM Cagaroa 9535 1 LOG OF WELL MW7 PROJECTCAB LOCATION 2085 EAST IREM()NT qTPPr-r DATE DRILLED 11/12/04 LOGGED BY PROJECT NO. 54-28349.0¢QL DRILLING COMPANY WOOD WARD DRI I EQrn REVIEWED BY BORE HOLE DIAMETER DRILLER METHOD —$—��L DEPTH DRILLED 121 FT DEPTH TO WATER : INITIAL — 60 Q STATIC FT CASING TYPE _ PVC DIAMETER --2----JbL SCHEDULE --4D_ SCREEN TYPE PVC DIAMETER _ 2 IN SLOT SIZE TO 1 FILTER PACK TYPE 3 SANDS INTERVAL INTERVAL _ 116 cr TO ----L2L—Q SURFACE SEAL TYPE NEAT CEMENT OVER BENTONITE INTERVAL 114 FT TO COMMENTS: INTERVAL 0 TO 114 FT WELL DEPTH PID M LITHOLOGIC PAGE 1 OF—.I__ DETAIL FT, ppm BLOWCOUNT LOG DESCRIPTION 2 2 ' 4 6 10 CL 2"-11.5/15 INORGANIC CLAY (CL): 0-10% SAND; FINE—GRAINED; 12 90-1007. FINES; MEDIUM DRY STRENGTH; LOW TO 19 MEDIUM TOUGHNESS; LOW TO MEDIUM PLASTICITY; MEDIUM STIFF; DARK BROWN COLOR; NO CHEMICAL ODOR NOTED; 8 NO ORGANICS; MOIST; WEAK CEMENTATION 10 3 iS 15 12 14 16 4.000 11.5/15-16.5/25 18 1 SC CLAYEY SAND (SC): 60% SAND; FINE—GRAINED; POORLY GRADED; 40% FINES; MEDIUM DRY STRENGTH; BROWN ' 2O COLOR; SLIGHT FUEL ODOR; ORGANICS; DRY; WEAK 1,443 CEMENTATION 22 ' 24 26 1,851 50%0 SM 16.5/25-26/30 SILTY SAND (SM): 70% SAND; FINE—GRAINED; POORLY GRADED; VERY DENSE; 307. FINES; LOW DRY STRENGTH; GREY COLOR; SLIGHT FUEL ODOR; DRY; WEAK 28 CEMENTATION; STAINED 30 ' 1.076 CL 26.0/30-31.5/35 SANDY CLAY (CL): 30% SAND; FINE—GRAINED; POORLY 32 GRADED; 70% FINES; MEDIUM DRY STRENGTH; LOW TOUGHNESS; LOW PLASTICITY; MEDIUM STIFF; BROWN COLOR; SLIGHT FUEL ODOR; NO ORGANICS; DRY; WEAK ' CEMENTATION 34 36 2,500 501 ML 31.5/35-36.5/40 INORGANIC SILT (ML): 10% SAND; FINE GRAINED; 90% FINES; MEDIUM DRY STRENGTH; LOW TOUGHNESS; NON PLASTIC, STIFF; BROWN COLOR; SLIGHT FUEL ODOR; 38 ORGANICS; DRY; WEAK CEMENTATION 40