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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 />TEST BORING REPORT Boring No. LH-1 <br />__ ~ Sheet No.l oft <br />_ <br />~ <br />Project: Loveland Ready Mix Slurry Wall File No. 107021-000 <br /> <br />Start: April 9, 2007 <br />- Client: Com ass Environmental <br />P Finish: April 9, 2007 <br />Contractor: Dakota Drilling Driller: Jerry <br /> <br /> <br />i <br />C <br />l <br />S <br />r <br />l <br />B <br />nd P <br />D <br />illi <br />E <br />i <br />t <br />d LH Rep.: G. Snyder <br /> ng <br />as amp <br />er ar <br />e r <br />ng <br />qu <br />pmen <br />a <br />roce <br />ures El <br />ti <br />4813 <br />52 <br />Type - C, S - Rig Make & Model: CME-55 eva <br />on: <br />. <br />Datum: na <br />Inside Diameter (in.) - 2. 1-3/8 Drill Method: 4 1/2" HSA Location: See Boring Plan <br />Hammer Weight (Ib.) 740 - - Bit Type: Cutting Head Casing: None _ <br />Hammer Fall (in.) 30 - - HoisUHammer: Cat-Head Safety Hammer _ <br />Water Level Data Sample Identfcation Notes <br />Date Time apsed <br />Time Bosom <br />pf Casing epnpm <br />of Hale Depth to <br />Water <br />CS Continuous C California Barrel <br />-- <br />4/9/07 Dnll none 29.3 4.5 Sampler R Core <br />- - - - - - S Split Spoon B Bulk - <br /> G Geoprobe T Thin Wall Tube <br />~ Lab orat o R esu lts <br />C d 07 a <br />Visual-Manual Identification and Description <br /> _ _ <br />O- (O ~ 0 C Zv <br />~ U <br />' 01 ` ~ o e N o <br />~ y m ~ a ci <br />°~ tn (Densirylcpnsistency, color, GROUP NAME, max. particle size, _ ~ ~ H o ~ ~ _ <br />' <br />W ~ <br />~ ~ structure, odor, moisture, optional descri dons, geolo is inter relation) <br />P 9 P ~ y > e ~ ..., e y m <br /> rn 3 ~ C7 rn LL ~ a 7 N <br /> Brown, silty clay from 0 to 4 ft. <br /> ~t <br /> 5 C-i Stiff, light brown, lean to fat CLAY (CH), mostly clay, little fine sand, no odor, _ <br /> 7 12" moist. <br />-8 <br /> -FINE ALLUVIUM- <br /> a Driller indicated cobbles at 8 ft. <br /> 680 <br />11 <br />5-2 Q <br />~ <br />Dense, light brown, poorly graded GRAVEL with sand (GP), mostly gravel, few <br /> 19 8" : p fine sands, few days, MPS= 1.25", no odor, wet, quartz. <br />10 16 . OO <br /> :~ ~ <br />~ -COARSE ALLUVIUM- <br /> ~ <br /> Q~ <br /> e <br /> DO <br /> 680 <br /> 50/ S-3 :§ P; Very dense, red gray pooly graded SAND with gravel ($P), mostly fne sand, litde <br />" <br /> :: , no odor, wet. <br />gravel, few clay, MPS= 1 <br />Is <br /> -COARSE ALLUVIUM- <br /> 6v9 ~:5 P~ SAME AS ABOVE to 19.5 ft. <br /> 9 S-4 ~:~ Except MPS= 1.25" <br /> 14 18" Very soft, light gray, sandy CLAYSTONE (BR), moderately weathered, mostly <br />-z0 23 clay, some fine sand, no odor, moist, blocky. <br /> -PIERRE SHALE- <br /> 50/ CS SAME AS ABOVE <br /> Except slightly weathered. <br /> 619 <br /> 50/ c-d SAME AS ABOVE. <br />~ 4" <br />blaxiumum panicle size is determined by direct observaticn within the limitaticns of ;he sampler LH-1 <br />Borin <br />No <br /> g <br />. <br />,VOTE: Sail identification based on visual-manual methods of the USCS as practiced by Lyman Henn, Inc. <br />
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