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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-2 <br />_ <br />_ St,eetNd., oft <br />- `~ <br />a Project: Loveland Ready Mix Slurry Wall File No. 107021-000 I <br />~ Start: April 9, 2007 <br />Client: Com ass Environmental <br />P Finish: April 9, 2007 <br />__ <br />Contractor: Dakota Drilling Driller: Driller <br />_ <br /> Casin Sam <br />ler Barrel Drillin <br />E <br />ui <br />ment and Procedures LH Rep.: G. Snyder <br /> g p g <br />q <br />p <br />TYPe - S, C - Rig Make & Model: CME-55 EOIa Uanon: na4813.75 <br />Inside Diameter in.) - t 3/8, 2 - Drill Method: 4 t/2" HS Location: See B <br />Pfan <br />i <br />H 740 i <br />: N <br />n <br />C <br />Bi <br />T <br />C <br />tti or <br />ng <br />ammer Weight (Ib.j - - as <br />ng <br />o <br />e <br />ype: <br />u <br />ng Head <br />t _ <br />Hammer Fall (in.) 30 •- - HoisVHammer: 4 1/2" HSA - <br />Water Level Data Sample Identifcation Notes <br />Date Time lapse <br />Time aoaom <br />of Casing Bottom <br />of Hole Depth [o <br />Water <br />CS Continuous C California Barrel <br />- <br />4/9107 Dnll none - 32.7 k. S.Oft Sampler R Core - <br />- - - - - - S Split Spoon B Bulk - <br /> G Geoprobe T Thin Wall Tube <br />ar Lab orat o Resu lts <br />c ~ °~ T Visual-Manual Identification and Description <br />L a ~ ~ <br />, <br />m E e .. <br /> <br />N> to <br />O C `, <br />Z ~ <br />~U S <br />OI <br />m <br />~ <br />v <br />e <br />`m <br />~ y m ~ n ~ ~ ~ (Densiry/consistency, color, GROUP NAME, max. particle size, m ~ a ,.., ~ _ <br />W' E ~ ~ structure. odor, moisture, optional descriptions, geologic interpretafion) 0 m > ~ u, <br />y ~ e rn w <br /> rn 3 ~ c7 rn ii ~ a ~ N <br /> Light brown sandy clay from 0 to 4 ft. <br /> 481 <br /> 4 C-t Stiff, light brown, sandy lean to fat CLAY (CH), mostly clay, little fine sand, no <br /> 5 12" odor, moist. _ <br />$ <br /> -FINE ALLUVIUM- <br /> ~ Driller indicated change at 8 k. <br /> 480 <br /> 50/ 5-2 :SP: Very dense, light brown, poorly graded SAND with gravel (SP), mostly fine to <br />" <br /> ~:~ coarse sand, some gravel, MPS= 0.75 <br />, no odor, wet. Little to no recovery in <br />10 :~ sampler. <br /> -COARSE ALLUVIUM- <br /> 480 <br /> 50/ 5-3 ;517. SAME AS ABOVE. <br />" <br /> :: Except MPS=7 <br />1$ <br /> Y)9 <br /> 75 s-4 ; Sw: SAME AS ABOVE. <br /> 20 5.' <br />-20 15 <br /> <br /> Driller indicated bedrock at 23 k. <br /> 479 <br /> - Sok, light gray, sandy CLAYSTONE (BR), slightly weathered, no odor, moist, <br />~ 4" 4" blocky. <br />Nlaxiumum oarticle size is determined dy direct observaticn evi[hin the limitations of the ;amFler g <br />LH-2 <br />in <br />N <br /> or <br />g <br />o. <br />NOTE: Soil identification based on visual-manual methods of the USCS as practiced by Lyman Henn, Inc. <br />
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