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LYMAN
<br />HENN
<br />a division
<br />Bnerley Associates
<br />TEST BORING REPORT
<br />Boring No. LH -2
<br />Sheet No. 2 of 3
<br />Project: Geisert Gravel Pit Slurry Wall
<br />Client: Hall & Irwin
<br />of
<br />LLC Contractor: Drilling Engineers, Inc.
<br />File
<br />Start:
<br />Finish:
<br />Driller:
<br />No. 111025 -000
<br />5-19-11
<br />5 -19 -11
<br />Tyler & Shawn
<br />Rep.: S. Bailey
<br />Casing
<br />Sampler
<br />Barrel
<br />Drilling Equipment and Procedures
<br />LH
<br />Type
<br />Inside Diameter (in.)
<br />HSA
<br />a YY4"
<br />CA, SS
<br />2", 1 & 3/8"
<br />Rig Make & Model CME - 75
<br />Drill Method: Hollow Stem Auger
<br />Bit Type: Cutting Head Casing: 4 1/4"
<br />Hoist/Hammer: Automatic
<br />Elevation: asst
<br />Datum:
<br />Location:
<br />west side of ponds near
<br />existing well; approx station
<br />Q +15
<br />Hammer Weight (lb.)
<br />Hammer Fall (in.)
<br />Water Level Data
<br />Sample Identification
<br />Notes
<br />Date
<br />Time
<br />Elapsed
<br />Time
<br />Bottom
<br />of Casing
<br />Bottom
<br />of Hole
<br />Depth to
<br />Water
<br />CS Continuous C California Barrel
<br />Sampler R Core
<br />S Split Spoon B Bulk
<br />G Geoprobe T Thin Wall Tube
<br />5
<br />"30
<br />none
<br />55'
<br />75'
<br />16.9'
<br />Depth (ft.)
<br />Elevation
<br />ID
<br />Depth (ft)
<br />. (in.)
<br />or
<br />ROD /Rec.
<br />(kiln.
<br />"Ul 9 /SMO1e
<br />I Stratigraphy
<br />n se•e%
<br />Visual- Manual Identification and Description
<br />i Soil: Density /consistency, color, GROUP NAME, max.
<br />I structure, odor, moisture,optional descriptions, geologic interpretation
<br />Rock: Hardness, weathering, color, LITHOLOGY, texture,
<br />joint spacing, drilling rate (ft. /min.)
<br />Well Diagram I
<br />r esults
<br />Moisture ( %)
<br />Gravel ( %)
<br />Sand ( %)
<br />( %) seuld
<br />LE" (am
<br />( %) Id
<br />(Is>l) son
<br />Su (ksf)
<br />35-
<br />40-
<br />45-!
<br />50
<br />55
<br />60-!
<br />4630
<br />4625
<br />4620
<br />461:
<br />4610
<br />4605
<br />4600
<br />30 5 - 31 - 7 .5
<br />S - 8
<br />35 - 36.5
<br />24
<br />S -
<br />40 -41.5
<br />18"
<br />10
<br />a s ' S
<br />s
<br />50
<br />5 - 12
<br />55 - 56.5
<br />18"
<br />5 -13
<br />60 - 61.5
<br />8"
<br />17 20
<br />13
<br />23
<br />26
<br />20
<br />30
<br />50/3"
<br />0
<br />1
<br />6
<br />16
<br />1
<br />3
<br />19
<br />50 /6"
<br />' COARSE ALLUVIUM -
<br />Dense, tan, well graded SAND (SW), mostly coarse sand, little medium sand,
<br />few fine sand, trace to few fine- coarse gravel, trace of fines, poorly sorted,
<br />wet.
<br />Very dense, as above, except mostly medium sand, little coarse sand, few to
<br />little tine sand, trace of fine to coarse gravel.
<br />45 ft.
<br />Very loose, tan, poorly graded SAND (SP) , mostly fine to medium sand,
<br />trace of fines, no odor, wet, well sorted.
<br />- COARSE ALLUVIUM -
<br />50 ft.
<br />Medium dense, tan, well graded SAND (SW) mostly fine to medium sand,
<br />few to little coarse sand, few fines, no odor, wet.
<br />- COARSE ALLUVIUM -
<br />As above, except trace of fines.
<br />Dense, tan/brown, well graded SAND with gravel (SW), mostly fine to
<br />medium sand, little coarse sand, few to little fine- coarse gravel, mps=1".
<br />
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