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2007-10-31_REVISION - M2006080 (2)
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2007-10-31_REVISION - M2006080 (2)
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Entry Properties
Last modified
6/16/2021 5:57:02 PM
Creation date
11/21/2007 8:30:06 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M2006080
IBM Index Class Name
Revision
Doc Date
10/31/2007
Doc Name
Submittal
From
WSI
To
DRMS
Type & Sequence
TR1
Media Type
D
Archive
No
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-- ~ <br />CORE BORING REPORT Boring No. LHP-5 <br />~ Sheet No.tof2 <br />_ <br />Project: Loveland Ready Mix Slurry Wall File No. 107021-000 <br />= a Start: April 17, 2007 <br />~ Client: Compass Environmental Finish: April 20, 2007 <br />_ <br />Contractor: Dakota Drilling Driller: Josh/Blake <br />_ <br /> Casin Sam <br />ler Barrel Drillin <br />ui <br />ment and Procedures <br />E LH Rep.: G. Snyder <br /> g p g <br />p <br />q E <br /> <br />Type <br />HSA <br />S/C <br />NO <br />Rig Make & Model: CME-55 levation: 4817.11 <br />Datum: na <br />Inside Diameter (in.) 4.25" 1 3/8, 2 Drill Mud: Water Location: See Boring Plan <br />Hammer Weight (Ib.) - - Bit Type: Cutting Head N: -_ <br />Hammer Fall (in.) - 30 in. - Hoist/Hammer: Cat-Head Safety Hammer E: -- <br />Water Level Data Sample Identification Notes <br />Date Time Elapsed Botom Botto m Depth to <br /> Tme (hr.) of casing of Ho le water U Undisturbed Sam <br />le R Core <br />4/20!07 - - 34 7.1 h p <br />- - - - - - S Split Spoon B Bulk <br /> T Thin Wall Tube G Geoprobe <br /> <br />a <br />a <br />o <br />= <br />,.- ~ r <br />? <br />t <br />Visual-Manual Identification and Description <br />° <br />s E °- <br />° <br />o ^- <br />Z <br />z, <br />y 3 E <br />~ <br />m m <br />U <br />~ <br />m <br />rn > ~ ~ <br />... c > ~ ° <br />~ ~ .°.°_'u <br />7 (Soil: Density/consistency, color, GROUP NAME, max. particle size, <br />~ <br />IL E m $ K ~' `~? structure, odor, moisture, optional descriptions, geologic interpretatlon =y <br />t m cn ~ ° - <br />` in Rock: hardness, color, weathering, lithology, texture. joint spacing) 3 <br /> rn o <br /> : Light brown, clayey sand 0 . to 5 ft. <br /> 4815 <br />s <br />- C-1 12" S ~ Loose, light brown, clayey SAND (SC), mostly fine grained sand, some clay, no odor, moist. <br /> 4 <br /> -COARSE ALLUVIUM- <br /> 4a1o <br /> ~ ~ Driller indicates than eat 10 ft. <br />10 S-2 6" 8 Medium dense, red brawn, poorly graded GRAVEL with sand (GP), mostly coarse gravel, <br /> 14 ~;p some fine sand, MPS= 1.5", no odor, wet, quartz. <br /> 18 OO <br />d <br /> <br />4805 :.~ <br />0 -COARSE ALLUVIUM- <br /> 0 <br />d <br /> ~O <br /> ~e <br /> °o <br />1s ~d <br /> S-3 5" 50/5" SAME AS ABOVE, <br /> d Except hard, MPS= 1" <br /> ~O <br /> Od <br /> 4800 ~O <br /> Od <br /> ~0 <br /> Od <br /> <br />a ~O <br />z S-4 8" 6 SAME AS ABOVE, <br /> 7 ~ ~~ <br />~ Except medium dense. <br /> 14 e <br /> apes Driller indicates bedreck at 21.5 ft. <br />zs <br />NOTES: Soil identification based onvisual-manual methods of the USCS as practiced by Lyman Henn, tnc. goring NO. LHP-5 <br />Maximum particle size (MPS) is tletermined by direct observation within the limitations of the sampler. <br />
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