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{ AWASSOCIATES INC.
<br /> LOG OF WELL MW5
<br /> PROJECT GLOVER PROPERTY LOCATION PROJECT NO. 17961.0001
<br /> DATE DRILLED 030999 LOGGED BY TOM_LUTTERMAN REVIEWED BY JEANNE HOMEY r,47410
<br /> DRILLING COMPANY DRILLER RICK _ METHOD HOLLOW STEM AUGER
<br /> BORE HOLE DIAMETER 8 IN DEPTH DRILLED 28 FT DEPTH TO WATER INITIAL B EE STATIC FT
<br /> CASING TYPE PVC DIAMETER 2 IN SCHEDULE 40 INTERVAL 0 FT TO 6 FZ
<br /> SCREEN TYPE FNG DIAMETER 2 1N SLOT SIZE 0.020 IN INTERVAL 6 FT TO 26 FT
<br /> FILTER PACK TYPE RMC I(1NFSTAR 13 INTERVAL 5 FT TO 26 Fr
<br /> SURFACE SEAL TYPE NEAT CEMENT OVER 13ENTONITE INTERVAL 0 FT TO 5 FT
<br /> COMMENTS: FID BACKGROUND READINGS RANGED FROM 2 TQ 5 PPM PAGE 1 OF i
<br /> -_ WELL DEPTH PID SAMPLE ID UTHOLOGIC DESCRIPTION
<br /> DETAIL FF. PPM BLOWCOUNT LOG
<br /> is J 0-2" - Asphalt
<br /> 2
<br /> 4
<br /> 4 CL 2"-10.5' LEAN CLAY (CL): <15% FINE, POORLY GRADED SAND; >85% FINES;
<br /> [`1 t• — 6 3.5 10 MEDIUM DRY STRENGTH, NO DILATANCY, MEDIUM TOUGHNESS,
<br /> LOW-MEDIUM PLASTICITY, DARK YELLOW BROWN, NO PRODUCT
<br /> =- ODOR, NO ORGANICS, MOIST, WEAK CEMENTATION, HOMOGENOUS
<br /> -3i —
<br /> ='- — 10 ca-uws-lo
<br /> — 3.5
<br /> POORLY GRADED SANG (SP): >95% FINE-MEDIUM, POORLY GRADED
<br /> 10 SAND; <5% FINES; DARK YELLOW BROWN, NO PRODUCT ODOR, NO
<br /> 12 CL ORGANICS, MOIST, WEAK CEMENTATION, HOMOGENOUS
<br /> 11-11.5/75' LEAN CLAY (CL): <15% FLNE-MEDIUM, POORLY GRADED SAND; >85%
<br /> - FINES; MEDIUM DRY STRENGTH, NONE-SLOW DILATANCY, LOW-MEDIU
<br /> 14 LOW-MEDIUM PLASTICITY, DARK YELLOW BROWN, NO PRODUCT
<br /> _ ODOR, NO ORGANICS, MOIST-WET, WEAK CEMENTATION, HOMOGENOUS
<br /> 12 SW-SM 11.5/15-16.5/20' WELL GRADED SAND WITH SILT AND GRAVEL {SW-5M): 60S
<br /> 4 10
<br /> 14 FINE-COARSE, WELL GRADED SAND; 30% FINE-COARSE GRAVEL;
<br /> _
<br /> 10% FINES, DARK GREENISH CRAY, NO PRODUCT ODOR, NO
<br /> ORGANICS, WET, WEAK CEMENTATION. HOMOGENOUS
<br /> —11101—
<br /> .-20—
<br /> 1B2O 10 16.5/20-21.5/25' LEAN CLAY (CL): <15% FINE-MEDIUM, POORLY GRADED SAND; >85%
<br /> 3.5 14 CL FINES; MEDIUM-HIGH DRY STRENGTH, NONE-SLOW DILATANCY.
<br /> 24LOW-MEDIUM TOUGHNESS, LOW-MEDIUM PLASTICITY, MODERATE
<br /> 22 YELLOW BROWN, NO PRODUCT ODOR, NO ORGANICS, MOIST, WEAR
<br /> : ? CEMENTATION, HOMOGENOUS
<br /> 24
<br /> 1 CP-uws-2ss SC 21.5/25-26' CLAYEY SAND (SC): 60% FINE, POORLY GRADED SAND; 40% FINES;
<br /> = 3.5 14 MODERATE YELLOW BROWN, NO PRODUCT ODOR, NO ORGANICS,
<br /> >;� r• 26 50 MOIST-WET, WEAK CEMENTATION, HOMOGENOUS
<br /> —25—
<br /> _30-
<br /> -
<br /> 32-
<br /> -34-
<br /> 36-
<br /> 40-
<br /> 42
<br /> 234364042
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