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A C4sSOCIATES INC
<br /> 1117 LmPdmhoc, S&kvwekujm 'EDI LOG OF BORING S89
<br /> PROJECT EGGIIIAN ANDREW do EDITH TRUS£OCATION I j 12 EAST PROJECT NO 54 22493 0001
<br /> DATE DRILLED _i i/i 7/05, T, LOGGED BY MARK JAMISON REVIEWED BY JEANNE HOMSEY C47a14
<br /> DRILLING COMPANY WOODWARD DRILLING CO. DRILLER JEFF METHOD POWER PROBE
<br /> BORE HOLE DIAMETER z IN DEPTH DRILLED -50_E1 DEPTH TO WATER INITIAL FT STATIC _- FT
<br /> CASING TYPE DIAMETER _______ JN SCHEDULE INTERVAL FT TO - FT
<br /> SCREEN TYPE DIAMETER IN SLOT SIZE IN INTERVAL F? TO IT
<br /> FILTER PACK TYPE INTERVAL FT TO _ FT
<br /> SURFACE~ SEAL TYPE NEAT CEMENT INTERVAL ET To 50 ET
<br /> COMMENTS PID MALFUNCTION SAMPLES SCREENED BASED ON FIELD OBSERVATIONS PAGE—L—OF?
<br /> WELL DEPTH Pip SAMPLE ID UTHOLOGIC DESCRIPTION
<br /> DETAIL FT PP#1 BLOWCOUNT LOG
<br /> 0-3" ASPHALT
<br /> 2
<br /> HAND AUGURED TO 5 FEET BGS NO SAMPLES COLLECTED
<br /> 4
<br /> 6 SAND (SP), 80% FINE SAND, POORLY GRADED, DENSE, LOW DRY
<br /> SP 5-9' STRENGTH, BROWN. NO PRODUCT ODOR, NO ORGANICS. DRY. WEAK
<br /> CEMENTATION
<br /> 8
<br /> CL 9-10' CLAY (CL), 80% FINES, LOW DRY STRENGTH, LOW TOUGHNESS
<br /> 10 LOW PLASTICITY, VERY STIFF, GREY/BROWN, NO PRODUCT ODOR,
<br /> NO ORGANICS, DRY. WEAK CEMENTATION
<br /> 12
<br /> 14 i
<br /> 16 SP 10-23` SAND (SP), 9076 FINE SAND, POORLY GRADED, DENSE, LOW DRY
<br /> STRENGTH. BROWN, NO PRODUCT ODOR, NO ORGANICS, DRY, WEAK
<br /> CEMENTATION
<br /> 18
<br /> 20 S89-20'
<br /> 22
<br /> 24 CL 23-25' CLAY (CL), 70% FINES, MEDIUM DRY STRENGTH. LOW TOUGHNESS,
<br /> LOW PLASTICITY, MEDIUM STIFF, GREY/BROWN, NO PRODUCT ODOR,
<br /> NO ORGANICS. DRY, WEAK CEMENTATION
<br /> 26 SAND (SP), 80% FINE SAND, POORLY GRADED, DENSE, LOW DRY
<br /> SP 25-28' STRENGTH, BROWN, NO PRODUCT ODOR. NO ORGANICS, DRY, WEAK
<br /> CEMENTATION
<br /> 28 F
<br /> CLAY (CL), 10071 FINES, HIGH TO MEDIUM DRY STRENGTH, LOW
<br /> TOUGHNESS. LOW PLASTICITY, LOW STIFFNESS, GREY/BROWN, NO
<br /> 30CL 28-31' PRODUCT ODOR, NO ORGANICS, MOIST. WEAK CEMENTATION
<br /> 32 SP SAND (SP), 1O0% FINE SAND. POORLY GRADED, DENSE. LOW DRY
<br /> 31--34' STRENGTH. BROWN, NO PRODUCT ODOR. NO ORGANICS, DRY; WEAK
<br /> FCEMENTATION
<br /> —34-
<br /> 36-
<br /> -38-
<br /> -
<br /> 43838
<br /> CL 34-5D'
<br /> 4D
<br />
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