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SOIL BORING AND WELL LOG
<br />PROJECT NO: 03009.10007.37020 PROJECT NAME: E&R Freeman BORING NO: MW -2
<br />DATE BEGAN: 09/19/2011 DATE FINISHED: 09/19/2011 FIELD GEOLGIST: Jim Donohue
<br />DRILLER: RSI LATITUDE/NORTHING: LONGITUDE/ EASTING:
<br />GROUND SURFACE ELEVATION: 29 37.95/ 2170774.37 -121.245/ 6346972.087
<br />STABLE DEPTH TO GW 50.10' INITIAL DEPTH TO GW: 60'
<br />DRILLING METHOD: Direct Push/Rotary Auger DRILL EQUIP: GP804ODT TOC ELEVATION: 28.60'
<br />-11.0
<br />40.0
<br />Hard
<br />CL
<br />-12.0
<br />41.0
<br />}
<br />10YR
<br />Z
<br />O
<br />LEAN CLAY - (95, 5, 0), fine sand, medium
<br />-13.0
<br />SOIL DESCRIPTION
<br />�
<br />U
<br />w
<br />Lu
<br />J
<br />v
<br />ELEV
<br />(FT.)
<br />DEPTH_j
<br />(FT.)
<br />ASTM Soil Name- Percentages (0,0,0), fines, sand,
<br />c
<br />44.0
<br />�
<br />brown mottling.
<br />LL
<br />O
<br />J
<br />_j Z)
<br />w �
<br />Hard
<br />p
<br />gravel; grain size, plasticity, roundness, interpretation
<br />=3
<br />LEAN CLAY - (95, 5, 0), fine sand, low
<br />Z
<br />46.0
<br />U)d
<br />3
<br />-18.0
<br />47.0
<br />CLother.
<br />SILT - (90, 10, 0), fine sand, few mica flakes,
<br />4/2
<br />O
<br />2
<br />Q
<br />O
<br />olive gray.
<br />-19.0
<br />Z
<br />O
<br />Loose
<br />LEAN CLAY - (100, 0, 0), dark grayish
<br />10YR
<br />Moist
<br />Hard
<br />brown with yellowish -brown mottling.
<br />U
<br />49.0
<br />U
<br />-11.0
<br />40.0
<br />Hard
<br />CL
<br />-12.0
<br />41.0
<br />0
<br />10YR
<br />Moist
<br />LEAN CLAY - (95, 5, 0), fine sand, medium
<br />-13.0
<br />42.0
<br />plasticity, greenish -black.
<br />-14.0
<br />43.0
<br />Hard
<br />CL
<br />4/4
<br />Same as above, but with dark yellowish-
<br />-15.0
<br />44.0
<br />28.5
<br />brown mottling.
<br />-16.0
<br />45.0
<br />Hard
<br />10YR
<br />Dry
<br />Very
<br />LEAN CLAY - (95, 5, 0), fine sand, low
<br />-17.0
<br />46.0
<br />Hard
<br />plasticity, dark yellowish -brown.
<br />-18.0
<br />47.0
<br />SILT - (90, 10, 0), fine sand, few mica flakes,
<br />4/2
<br />olive gray.
<br />-19.0
<br />48.0
<br />Loose
<br />LEAN CLAY - (100, 0, 0), dark grayish
<br />10YR
<br />Moist
<br />Hard
<br />brown with yellowish -brown mottling.
<br />-20.0
<br />49.0
<br />-21.0
<br />50.0
<br />Hard
<br />-22.0
<br />51.0
<br />SILTY SAND - (45, 55, 0), fine sand, very
<br />-23.0
<br />52.0
<br />1.2
<br />dark grayish -brown.
<br />-24.0
<br />53.0
<br />LEAN CLAY - (100, 0, 0), low plasticity, dark
<br />grayish -brown with yellowish -brown mottling.
<br />-25.0
<br />54.0
<br />-26.0
<br />55.0
<br />-27.0
<br />56.0
<br />-28.0
<br />57.0
<br />-29.0
<br />58.0
<br />-30.0
<br />59.0
<br />25
<br />POORLY GRADED SAND - (5, 95, 0), fine
<br />Tsand,
<br />very dark grayish -brown.
<br />-31.0
<br />60.0
<br />5BG
<br />Moist
<br />Hard
<br />CL
<br />2.5/1
<br />10YR
<br />Moist
<br />3/6
<br />10YR
<br />Moist
<br />Hard
<br />CL
<br />4/4
<br />5Y 5/2
<br />Moist
<br />Very
<br />ML
<br />Hard
<br />10YR
<br />Dry
<br />Very
<br />CL
<br />5/6
<br />Hard
<br />10YR
<br />4/2
<br />10YR3/2
<br />Moist
<br />Loose
<br />SM
<br />10YR
<br />Moist
<br />Hard
<br />CL
<br />5/4
<br />10YR
<br />Hard
<br />4/2
<br />10YR I Wet II II SP
<br />Uzi
<br />PAGE 3OF4
<br />A
<br />A
<br />A
<br />A
<br />A
<br />Bentonit
<br />seal
<br />#3
<br />Sand
<br />2 inch
<br />0.020"
<br />PVC
<br />screen
<br />
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