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TEST BORING REPORT
<br />Boring No. LH -3
<br />Sheet No. 2 of 3
<br />LYMAN
<br />Project: Geisert Gravel Pit Slurry Wall
<br />File No. 111025 -000
<br />Client: Hall & Irwin
<br />a dim of
<br />Start: 5 - 19 - 11
<br />Finish: 5 - 19 - 11
<br />Brieney Associates LLC Contractor: Drilling Engineers, Inc.
<br />Driller: Tyler & Shawn
<br />Casing
<br />Sampler
<br />Barrel
<br />Drilling Equipment and Procedures
<br />LH Rep.: S. Bailey
<br />Elevation: 4662.5
<br />Type
<br />HSA
<br />CA, SS
<br />Rig Make & Model CME - 75
<br />Datum:
<br />Inside Diameter (in.)
<br />4 v4"
<br />2 ", 1 & 3/8"
<br />Drill Method: Hollow Stem Auger
<br />Location:
<br />Hammer Weight (lb.)
<br />Bit Type: Cutting Head Casing: 4 14"
<br />west side of ponds; approx
<br />station 13 +25
<br />Hammer Fall (in.)
<br />Hoist/Hammer: Automatic
<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 />5
<br />12:00
<br />none
<br />55'
<br />76'
<br />18.0'
<br />Sampler R Core
<br />S Split Spoon B Bulk
<br />G Geoprobe T Thin Wall Tube
<br />`
<br />Visual - Manual Identification and Description
<br />Laboratory Results
<br />ID
<br />Su (ksf)
<br />Depth (ft.)
<br />c. (in.)
<br />Soil: Density /consistency, color, GROUP NAME, max. particle size,
<br />p11
<br />or
<br />3M
<br />511
<br />structure, odor, moisture,optional descriptions, geologic interpretation
<br />iac
<br />urn
<br />i
<br />(°
<br />(`
<br />(k;
<br />RQD /Rec.
<br />Rock: Hardness, weathering, color, LITHOLOGY, texture,
<br />(!fi n•)
<br />joint spacing, drilling rate (ft. /min.)
<br />S 7
<br />7
<br />30 -31.5
<br />13
<br />-
<br />14"
<br />- COARSE ALLUVIUM-
<br />— 4630
<br />35
<br />s - 8
<br />5
<br />As above, except trace of fine to coarse gravel, mps=1".
<br />35 -36.5
<br />10
<br />:- ::
<br />21"
<br />17
<br />— 4625
<br />40-1!
<br />S
<br />15
<br />...•
<br />' 40 ft.
<br />- 9
<br />40
<br />21
<br />Dense, tan, poorly graded SAND (SP), mostly medium sand, some fine sand,
<br />24"
<br />25
<br />trace of coarse sand, trace of fine to coarse gravel, wet, well sorted.
<br />-COARSE ALLUVIUM-
<br />— 4620
<br />-
<br />45
<br />S o
<br />5
<br />45 ft.
<br />-t
<br />45
<br />7
<br />Medium dense, tan, well graded SAND (SW) , mostly medium sand, some
<br />111J
<br />24"
<br />15
<br />fine sand, little coarse sand, trace of fine gravel, wet, poorly sorted.
<br />-COARSE ALLUVIUM-
<br />—4615
<br />50-
<br />S -11
<br />23
<br />dense, as above.
<br />50 -51.5
<br />50/6"
<br />:: . :: Very
<br />24"
<br />—4610
<br />55—!
<br />S - 12
<br />7
<br />" " " "
<br />"' Dense, as above, except few fines, trace of fine gravel.
<br />55 -56.5
<br />19
<br />15"
<br />17
<br />— 4605
<br />60—!
<br />S -13
<br />13
<br />Very dense, tan, well graded SAND (SW), mostly medium sand, little fine
<br />60
<br />20
<br />sand, trace of coarse sand, trace of fine gravel, trace of fines, no odor, wet,
<br />2a"
<br />50/3"
<br />poorly sorted.
<br />— 4600
<br />
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