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A /fIrASSOCIAITES INC
<br /> 11171v Pdm Ave.,&&R UDkb.Caor11o,MI LOG OF B O R f N G S B 10
<br /> PROJECT EGGIMAN, ANDREW do EDITH TRUS1rOCATION 1112 EAST HARDING WAY. 51001ft1, .AI IEQ6NIA PROJECT NO 54 22493 0001
<br /> DATE DRILLED 11110/05 _ ___ LOGGED BY JOHN SELLMAN REVIEWED BY JEANNE HOMSEY C47d1_4__
<br /> DRILLING COMPANY WOODWARD DRILL NGCO! DRILLER METHOD POWER PROBE
<br /> BORE HOLE DIAMETER 2" -fN DEPTH DRILLED 51__EL DEPTH TO WATER INITIAL 4123__El STATIC 47.7 FT
<br /> CASING TYPE DIAMETER IN SCHEDULE INTERVAL FT TO _. FT
<br /> SCREEN TYPE DIAMETER 1u SLOT SIZE -___ 3N INTERVAL __ El TO FT
<br /> FILTER PACK TYPE INTERVAL FT TO _ -_ FT
<br /> SURFACE SEAL TYPE NEAT CEMENT INTERVAL 0 FT TO - 5i Er
<br /> COMMENTS PAGE I OF. 2
<br /> WELL DEPTH PID SAMPLE 1 LITHOLOGIC DESCRIPTION
<br /> DETAIL FT PPM BLOWCOUNT LOG
<br /> 0-3" ASPHALT
<br /> — 2 —
<br /> HAND AUGURED TO 5 FEET BGS NO SAMPLES COLLECTED
<br /> 4
<br /> CL 5-165
<br /> CLAY (CL), 10OX FINES, LOW DRY STRENGTH, LOW TOUGHNESS,
<br /> 6 LOW PLASTICITY, VERY STIFF, BROWN, NO PRODUCT ODOR, NO
<br /> ORGANICS, DRY—(JOIST, WEAK CEMENTATION
<br /> 0
<br /> 10
<br /> 12
<br /> 0
<br /> 14
<br /> 16
<br /> 18
<br /> 0 SP 16 5-19 5' SAND (SP), SOX FINE SAND, POORLY GRADED, DENSE, LOW DRY
<br /> STRENGTH, BROWN, NO PRODUCT ODOR, NO ORGANICS, DRY, WEAK
<br /> 20 CEMENTATION
<br /> 22 CL 21 5-22 5'
<br /> SAND (SP), 90% FINE SAND, POORLY GRADED, DENSE, LOW DRY
<br /> O SP 22 5-24' STRENGTH, BROWN, NO PRODUCT ODOR, NO ORGANICS, DRY, WEAK
<br /> 24 CEMENTATION
<br /> 26 24-30' CLAY (CL), 100X FINES, MEDIUM DRY STRENGTH, LOW TOUGHNESS.
<br /> LOW PLASTICITY, MEDIUM STIFF. GRAY, NO PRODUCT ODOR, NO
<br /> CL ORGANICS, MOIST, WEAK CEMENTATION
<br /> 26
<br /> 30 0 ORGANIC CLAY (CL), 100% FINES, MEDIUM DRY STRENGTH, LOW
<br /> OL 30-32' TOUGHNESS, LOW PLASTICITY, MEDIUM STIFF, GRAY. NO PRODUCT
<br /> ODOR, ORGANICS PRESENT, MOIST, WEAK CEMENTATION
<br /> 32
<br /> CL 30-36 5' CLAY (CL), I OOX FINES, HIGH TO MEDIUM DRY STRENGTH. LOW
<br /> 34 TOUGHNESS, LOW PLASTICITY, MEDIUM TO LOW STIFFNESS, GRAY.
<br /> NO PRODUCT ODOR, NO ORGANICS, MOIST, WEAK CEMENTATION
<br /> 0
<br /> 36
<br /> SILTY SAND (SM), 80X MEDIUM TO FENS SAND, POORLY GRADED. ,
<br /> 3fi 5-38 20% FINES, LOW DRY STRENGTH, BROWN, NO PRODUCT ODOR, NO
<br /> SM ORGANICS, MOIST. WEAK CEMENTATION
<br /> 38 GRAVEL SAND SILT (SW). 60M COARSE TO FINE SAND, 10X FINE
<br /> SW 38-39' SUBROUNDED GRAVEL. WELL GRADED, 30X FINES, LOW DRY
<br /> O CL STRENGTH. BROWN. NO PRODUCT ODOR. NO ORGANICS, MOIST,
<br /> WEAK CEMEtITA-.noN_-
<br /> 40
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