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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-7 <br />_ Sheet No., oft <br />3 Project: Loveland Ready Mix Slurry Wall File No. 11)7021-000 <br /> Start: Apol 9, 2007 <br />c Client: Com ass Environmental <br />3 P Finish: April 10, 2007 <br />- <br />Contractor: Dakota Drilling Driller: Jerry(rino <br />_ _ <br /> Casin Sam <br />ler B <br />rr <br />l Drillin <br />E <br />ui <br />ment and Proced LH Rep.: G. Snyder <br /> g p a <br />e g <br />q <br />p <br />ures El <br /> <br />Type <br />HS <br />S/C <br />- <br />Rig Make & Model: CME-55 evation: 4821.58 <br />Datum: na <br />Inside Diameter (in.) - 1 3/8, 2 - Drill Method: 4 1/2" HSA Location: See Borin <br />Plan <br />Hammer Weight (Ib.) 14 140 - Bit Type: Cutting Head Casing: None g <br />_ <br />Hammer Fall (in.) 30 30 in. - HoisUHammer: Cat-Head Safety Hammer _ <br />Water Level Data Sample Identification Notes <br />Date Time lapsed <br />Time ecttcm <br />of Casing Bottom <br />of Hale Depth to <br />water <br />CS Contlnuous C California Barrel <br />- <br />4/10/07 Drill none - 28 7.2 ft Sampler R Core - <br />date 2 - - - - - S Split Spoon B Bulk -- <br />date 3 - - - - - <br />date a G Geoprobe T Thin Wall Tube <br />d Lab orat o R esu lts <br />o ° a <br />°~ Visual-Manual Identification and Description <br /> ^ <br />C) > h O ~ Z --' ~U m d ~ e ~ N iv <br />O <br />~ m m °~ ti N (Density/consistency, color, GROUP NAME, max. particle size, ~? 3 -- ^, <br />tL' E ~ `` ~ sVUCture, odor, moisture, optional descriptions, geologic interpretation) o m > ~ y < m m <br /> <br />rn <br />3 <br />~ m <br />c7 <br />rn <br />ii <br />~ <br />a <br />~ <br />to <br /> Light brown sandy lean clay from 0 ft. to 5 ft. <br /> aaz <br />-s 2 C-t Medium stiff, light brown, sandy lean CLAY (CL), mostly clay, some fne sand, no <br /> 3 12" odor, moist. <br /> a81 -FINE ALLUVIUM- <br /> <br /> - Duller indicates change at 8 ft. <br />10 <br />- 10 S-2 :gp: Medium dense, red brown, poorly graded SAND with gravel (SP), mostly fine <br /> 13 g" :~: sand, some coarse gravel, MPS= 1.25", no odor, wet, quartz. <br /> 14 <br /> a8i -COARSE ALLUVIUM- <br />ts <br />- 50/ s-3 :$F: SAME AS ABOVE, <br /> 12" 12" ~: Except the top 1.5" of sampler at the tip contained piece of quartz. <br /> aao <br /> Driller indicates bedrock at 19 ft. <br />~20 50/ C-a Soft, light gray, sandy CLAYSTONE (BR), slightly weathered, no odor, moist, <br /> blocky. <br /> aeo -PIERRE SHALE- <br /> 50/ C 5 SAME AS ABOVE. <br /> <br />a 6' ° <br />Maxiumum oarticle size is determined by direct observation within the limitations of the samoler LH-7 <br />B <br />N <br /> Oring <br />O. <br />NOTE: Soil identification based on visual-manual methods of the USCS as practicetl by Lyman Henn, Inc. <br />
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