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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 />° ~ <br />TEST BORING REPORT Boring No. LH"12 <br />_ <br />_ Sheet No. t oft <br />_~ Project: Loveland Ready Mix Slurry Wall File No. 1D7o21-000 <br />Start: April 9, 2007 <br />Client: Com ass Environmental <br />P Finish: April 12, 2007 <br />Contractor: Dakota Drilling Driller: Jerry/JusEn <br /> <br /> i <br />C S <br />l B <br />l D <br />d <br />illi <br />e <br />i <br />t <br />d P LH Rep.: G. Snyder <br /> as <br />ng amp <br />er arre r <br />pmen <br />ng <br />qu <br />an <br />roce <br />ures El <br />4811 <br />9 <br />Type HS g/C - Rig Make & Model: CME-55 evatlon: <br />.0 <br />Datum: na <br />Inside Diameter (in.) - 1 3/8.2 - Dnll Method: 4" Hollow Stem Auger Location: See Boring Plan <br />Hammer Weight (Ib.) 140 140 -- Bit Type: Cutting Head Casing: None <br />Hammer Fall (in.) 30 30 in. - Hoist/Hammer: Cat-Head Safety Hammer <br />Water Level Data Sample Identification Noes <br />Date Time apse <br />Time Ba¢om <br />of Casing ec¢om <br />ofHde Depth to <br />Water <br />CS Continuous C California Barrel <br />-- <br />date 1 Orill none - 33 14.4 ft Sampler R COfe <br />- - - - - - S Split Spoon B Bulk - <br />date 3 - - - - - <br />G Geoprobe T Thin Wall Tube - <br />m Lab orat o R esu lts <br />0 0. ~ a Visual-Manual Identification and Description <br /> <br />v ~~ ~ <br />o_ <br />Z c <br />~ V E <br />m e <br />,. ^ <br />a <br />,. <br />\ <br />-, <br />., <br />y <br />~ m m m J <br />° - r/7 (Density/consistency, color, GROUP NAME, max, particle size, m ~ ,.. ~ -° <br />~ Y <br />' <br />tL ~ " <br />~ m ~ structure, odor, moisture, optional descriptions, geologic interpretation) ~ N > ° y s a= rn v <br /> (j 3 ~ C7 to IL J d ~ N <br /> Light brown, sandy lean clay 0 k. to 5 ft. <br /> oat <br /> -FINE ALLUVIUM- <br />5 <br />- 8 C-t Very stiff, red brown, sandy lean CLAY (CL), mostly clay, some fine sand, no <br /> 20 12" odor, moist. <br /> 48 <br />~~ <br />d <br /> OD <br />O <br /> ~0 <br /> O <br /> O <br />-10 56/ 5-z Very dense, red brown, poorly graded GRAVEL with sand (GP), mostly coarse <br /> 11" 1 t" Op gravel, some fine sand, NIPS= 1.25", no odor, wet, quartz. <br /> aa° <br /> :~~0 -COARSEALLUVIUM- <br /> a <br /> ~O <br /> ~n <br /> ~6 <br /> ~n = <br /> <br />-ts <br />50/ <br />S-3 <br />~ <br />SAME AS ABOVE. <br /> 10" 10., a <br /> 479 ~O <br /> d <br /> ~Q <br /> Oa <br /> ~~ <br /> Od <br /> ~Q <br />0 Oa <br />-2 12 S-a , SAME AS ABOVE to 21.2 h. <br /> 27 ta" <br /> al9 12 ° <br />Very soft, gray'orown, sandy CLAYSTONE (BR), moderately weathered, no <br /> odor, moist to wet, moderate oxidation, blocky. <br /> <br />o~ -PIERRE SHALE- <br />Maxiumum panicle size is derermined by direct observation ~mthin the limitations of the sampler LH-12 <br />N <br />B <br />i <br /> or <br />ng <br />o. <br />NOTc: Soil identification based on visual-manual methods of the USCS as practiced by Lyman Nenn, Inc. <br />
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