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ASSOCIATES INC
<br /> 1260 Gnom Df K,yo*Ulm 901 LOG OF WELL MW9
<br /> t
<br /> PROJECT FARMER PROPERTY LOCATION PROJECT NO 54,62-996.0001
<br /> ATE DRILLED _12/26/01 _ _ LOGGED BY JOHN SEI I MAN REVIEWED 8Y
<br /> CLING COMPANY WOODWARD DRILLING DRILLER TORY SALAZAR METHOD HQI I OW STEM At I ,FR
<br /> RE HOLE DIAMETER 8 IN DEPTH DRILLED 41.5 FT DEPTH TO WATER INITIAL 215 FT STATIC ^-25 EQ
<br /> CASING TYPE PVC DIAMETER 2 IN SCHEDULE 40 INTERVAL 0 FT TO 20 Er
<br /> SCREEN TYPE PVC DIAMETER 2 IN SLOT SIZE 13-020 IN INTERVAL _20 El. TO 40 _ T
<br /> FILTER PACK TYPE SRI SUPREME SAND NO_ B INTERVAL 19 FT TO 41-9 FT
<br /> SURFACE SEAL TYPE 1lEAT CEMENT OVER 2' OF BENTONITE INTERVAL 0 EI TO 18 FT
<br />' COMMENTS PAGE —L-OFA^
<br /> WELL DEPTH PID SAMPLE 10 LITHOLOGIC DESCRIPTION
<br /> DETAIL FT (PPM) 9LOWCOUNT LOG
<br />' 0 - 4" CONCRETE
<br /> 2 4' - 3' FILL
<br />' 4
<br /> 10
<br /> 6 3 5 15 ML 3' - 6 5/10' INORGANIC SILT (ML) <5% POORLY GRADED SAND, >95%
<br /> 28 FINES, LOW DRY STRENGTH, LOW TOUGHNESS NO
<br /> PLASTICITY, BROWN, NO PRODUCT ODOR, NO ORGANICS,
<br /> 8 \ DRY, WEAK CEMENTATION, FISSURED
<br />' 10 12
<br /> 3 5 20 OL 6 5/10-1 1 5/15' ORGANIC CLAY (OL) <5% POORLY GRADED SAND, >95%
<br />' 12 FINES, LOW DRY STRENGTH, LOW TOUGHNESS, LOW
<br /> PLASTICITY, BROWN, NO PRODUCT ODOR, NO ORGANICS,
<br /> WET, WEAK CEMENTATION, HOMOGENOUS
<br /> 14
<br /> z3 ML 11 5/15-16 5/20' SANDY SILT (ML) 40% FINE, POORLY GRADED SAND, 60%
<br /> 16 4 0 3D FINES, LOW DRY STRENGTH, LOW TOUGHNESS NO
<br /> PLASTICITY, YELLOWISH RED, NO PRODUCT ODOR, NO
<br /> ORGANICS, DRY, WEAK CEMENTATION, FISSURED
<br />' 18
<br /> 20 5
<br /> = 3 0 g CL
<br />' •' = 5 16 5/20-21 5/25' SILTY CLAY (CL) <5% POORLY GRADED SAND, >95%
<br /> _ 22 FINES, LOW DRY STRENGTH, LOW TOUGHNESS, LOW
<br /> PLASTICITY, BROWN, NO PRODUCT ODOR, NO ORGANICS,
<br />' MOIST, WEAK CEMENTATION, HOMOGENOUS
<br /> 24
<br /> —_ 40 t
<br /> 5
<br /> y
<br /> 26 a OL
<br /> 21 5/25-26 5/30' ORGANIC SILT (OL) <5% POORLY GRADED SAND, >95%
<br /> _ 28 FINES, LOW DRY STRENGTH, LOW TOUGHNESS, NO
<br /> PLASTICITY BROWN, NO PRODUCT ODOR, ORGANICS,
<br /> Mw9-305 MOIST, WEAK CEMENTATION, LENSED
<br /> 30 40 to
<br /> , s
<br /> _ to ML
<br /> 12 26 5/30-31 5/35' CLAYEY SILT (ML) 10% FINE, POORLY GRADED SAND, 90%
<br /> 32 FINES, NO DRY STRENGTH, LOW TOUGHNESS, NO
<br /> + _ PLASTICITY, BROWN, NO PRODUCT ODOR, NO ORGANICS,
<br /> 1-34—
<br /> \ WET, WEAK CEMENTATION
<br />' = 4 518 ML 31 5/35-36 5/40' SILT WITH GRAVEL (ML) <59G FINE, POORLY GRADED
<br /> 36 25 GRAVEL, >95% FINES, LOW DRY STRENGTH, LOW
<br /> TOUGHNESS, NO PLASTICITY, BROWN, NO PRODUCT ODOR,
<br /> % 38— WET, WEAK CEMENTATION, LENSED
<br />' a MW9-405 36 5/40-41 5' SILTY SAND (SM) 607E FINE, POORLY GRADED SAND, 40%
<br /> 40 8 SM FINES, REDDISH BROWN, NO PRODUCT ODOR, NO
<br /> i =
<br /> 45 12 ORGANICS, WET, WEAK CEMENTATION, HOMOGENOUS
<br /> 14
<br /> 42
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