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SOIL BORING AND WELL LOG
<br />PROJECT NO: 03009.10007.37020 PROJECT NAME: E&R Freeman BORING NO: MW -1
<br />DATE BEGAN: 09/20/11 DATE FINISHED: 09/22/2011 FIELD GEOLGIST: Jim Donohue
<br />DRILLER: RSI Drilling LATITUDE/NORTHING: LONGITUDE/ EASTING:
<br />GROUND SURFACE ELEVATION: 28.5' 37.954/ 2170806.827 -121.2/ 6346948.1
<br />STABLE DEPTH TO GW 49.60' INITIAL DEPTH TO GW: 58.50'
<br />DRILLING METHOD: Direct Push/Rotary Auger DRILL EQUIP: GP804ODT TOC ELEVATION: 28.18'
<br />SANDY SILT with GRAVEL - (70,15 ,15),
<br />fine gravel and sand, non -plastic, dark
<br />yellowish -brown.
<br />Grayish -brown mottling with small organics
<br />and decreasing gravel.
<br />SILT - (90, 10, 0), fine sand, non -plastic,
<br />trace gravel, brown with yellowish -brown
<br />mottling.
<br />LEAN CLAY- olive, (90, 10, 0), fine sand,
<br />medium plasticity.
<br />SILT with SAND - (85, 15, 0), fine sand, non-
<br />plastic, greenish -black.
<br />10YR
<br />3/4
<br />10YR
<br />5/2
<br />Moist
<br />Moist
<br />Hard
<br />Hard
<br />ML
<br />ML
<br />10YR I Moist Hard ML
<br />5/4
<br />10YR
<br />5/3
<br />5Y 4/3
<br />5 BG
<br />2.5/1
<br />PAGE 2OF4
<br />Moist
<br />Moist
<br />Soft
<br />Firm
<br />CL
<br />ML
<br />Neat
<br />cement
<br />2 inch
<br />Sch.
<br />40
<br />PVC
<br />casing
<br />20.0
<br />0
<br />}
<br />Z
<br />O
<br />21.0
<br />7.0
<br />SOIL DESCRIPTION
<br />�
<br />U
<br />w
<br />Lu
<br />J
<br />v
<br />ELEV
<br />(FT.)
<br />DEPTH_j
<br />(FT.)
<br />23.0
<br />ASTM Soil Name- Percentages (0,0,0), fines, sand,
<br />c
<br />�
<br />LL
<br />O
<br />J
<br />_j Z)
<br />w �
<br />4.0
<br />p
<br />gravel; grain size, plasticity, roundness, interpretation
<br />=3
<br />0
<br />Z
<br />U)d
<br />3
<br />26.0
<br />CLother.
<br />O
<br />2
<br />Q
<br />O
<br />1.0
<br />Z
<br />O
<br />28.0
<br />0.0--
<br />U
<br />29.0
<br />U
<br />SANDY SILT with GRAVEL - (70,15 ,15),
<br />fine gravel and sand, non -plastic, dark
<br />yellowish -brown.
<br />Grayish -brown mottling with small organics
<br />and decreasing gravel.
<br />SILT - (90, 10, 0), fine sand, non -plastic,
<br />trace gravel, brown with yellowish -brown
<br />mottling.
<br />LEAN CLAY- olive, (90, 10, 0), fine sand,
<br />medium plasticity.
<br />SILT with SAND - (85, 15, 0), fine sand, non-
<br />plastic, greenish -black.
<br />10YR
<br />3/4
<br />10YR
<br />5/2
<br />Moist
<br />Moist
<br />Hard
<br />Hard
<br />ML
<br />ML
<br />10YR I Moist Hard ML
<br />5/4
<br />10YR
<br />5/3
<br />5Y 4/3
<br />5 BG
<br />2.5/1
<br />PAGE 2OF4
<br />Moist
<br />Moist
<br />Soft
<br />Firm
<br />CL
<br />ML
<br />Neat
<br />cement
<br />2 inch
<br />Sch.
<br />40
<br />PVC
<br />casing
<br />20.0
<br />0
<br />8.0
<br />21.0
<br />7.0
<br />22.0
<br />6.0
<br />23.0
<br />5.0
<br />24.0
<br />4.0
<br />25.0
<br />0
<br />3.0
<br />26.0
<br />2.0--
<br />27.0
<br />1.0
<br />28.0
<br />0.0--
<br />29.0
<br />30.0
<br />-2.0--
<br />31.0
<br />-3.0
<br />32.0
<br />-4.0--
<br />33.0
<br />-5.0
<br />34.0
<br />-6.0--
<br />35.0
<br />2.1
<br />-7.0
<br />36.0
<br />-8.0--
<br />37.0
<br />38.0
<br />-10.0
<br />39.0
<br />-11.0
<br />40.0
<br />SANDY SILT with GRAVEL - (70,15 ,15),
<br />fine gravel and sand, non -plastic, dark
<br />yellowish -brown.
<br />Grayish -brown mottling with small organics
<br />and decreasing gravel.
<br />SILT - (90, 10, 0), fine sand, non -plastic,
<br />trace gravel, brown with yellowish -brown
<br />mottling.
<br />LEAN CLAY- olive, (90, 10, 0), fine sand,
<br />medium plasticity.
<br />SILT with SAND - (85, 15, 0), fine sand, non-
<br />plastic, greenish -black.
<br />10YR
<br />3/4
<br />10YR
<br />5/2
<br />Moist
<br />Moist
<br />Hard
<br />Hard
<br />ML
<br />ML
<br />10YR I Moist Hard ML
<br />5/4
<br />10YR
<br />5/3
<br />5Y 4/3
<br />5 BG
<br />2.5/1
<br />PAGE 2OF4
<br />Moist
<br />Moist
<br />Soft
<br />Firm
<br />CL
<br />ML
<br />Neat
<br />cement
<br />2 inch
<br />Sch.
<br />40
<br />PVC
<br />casing
<br />
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