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2013-07-25_REVISION - M2008078
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2013-07-25_REVISION - M2008078
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Entry Properties
Last modified
8/24/2016 5:22:54 PM
Creation date
7/30/2013 3:27:40 PM
Metadata
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Template:
DRMS Permit Index
Permit No
M2008078
IBM Index Class Name
Revision
Doc Date
7/25/2013
Doc Name
GP Aggregates LLC West Farm Pit Technical Revison no 2 Request
From
J&T Consulting Inc
To
DRMS
Type & Sequence
TR2
Media Type
D
Archive
No
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Test Hole Log <br />Driller <br />Field Engineer <br />Precision Drilling <br />TWT <br />Total Depth (ft): 86 C� <br />Start Date: 7118/11 %SARE <br />Test Hole�Number: <br />JT_B9 <br />S <br />Location: <br />Lamar, CO <br />Finish Date: <br />7t20/11 <br />Protect. <br />West <br />Farm. <br />Reservoir Drill Rig: <br />CME -550 <br />Elevation (ft): <br />3599.6 <br />Project No. <br />D11.124 <br />Bit Type & Size: <br />HSA/NQ Core <br />Northing (ft): <br />38.09967 <br />Client: <br />J &T <br />Consulting <br />Depth to Bedrock <br />(ft): <br />66 <br />Easting (ft): <br />102.58125 <br />x <br />r <br />u <br />a <br />` <br />o <br />e <br />Packer Test <br />s <br />> <br />ro <br />c <br />Description <br />'2 <br />= <br />u <br />o <br />Hydraulic Cond. (cmts) <br />CL <br />re <br />K <br />0 _ <br />j >+ <br />Modern Alluvium (Piney <br />Creek Alluvium & Younger <br />r;i <br />Deposits): CLAY. sandy, <br />5 <br />3595 <br />y low to medium plasticity, <br />.: <br />moist to very moist, brown <br />3590 <br />Sand & Alluviums <br />10 <br />(Pinedale & Bull Lake Age): <br />I , <br />i SAND with silt and gravel, <br />poorly graded, moist to wet, <br />15 - - <br />3585 <br />light brown SP, SP -SM . <br />• O <br />20 -- <br />3580 <br />O <br />- _ <br />O'. <br />25 -- - <br />3575 <br />30 <br />3570 <br />�i <br />35 - <br />3565 <br />Gravels & Alluviums <br />-_- <br />. <br />(Pinedale & Bull Lake Age): <br />40 - <br />3560 <br />�', <br />SAND, gravelly to GRAVEL. <br />sandy, poorly to well graded. <br />wet, light brown to brown <br />3555 <br />O' <br />(SP, SW. GP, GW ). <br />45 - <br />50 <br />3550 <br />O <br />_ <br />•. <br />PI <br />55 <br />3545 <br />60 <br />3540 <br />O <br />O <br />65 - <br />3535 <br />O <br />3530 <br />"' <br />H4-H7 <br />W2 <br />85 <br />251 <br />70 _ <br />-- <br />Carlile Shale (Fairport <br />Member): SHALE. thinly <br />_ <br />bedded. calcareous. <br />H4-H7 <br />W2 <br />97 <br />52 <br />69 -86' <br />75 <br />3525 <br />fossiliferous, containing <br />• <br />76 -86' <br />10 psi: 6.78E -5 <br />_ <br />stringers of limestone, thin <br />-- - ', <br />-- <br />10 psi: 0 <br />15 psi: 8.42E -5 <br />E - seams of bentonite. <br />W <br />00 <br />0 <br />15 psi: 2.82E -6 <br />20 psi: 9.53E -5 <br />3520 <br />- cemented (calcite), slightly <br />i <br />H4-H5 <br />2 <br />20 psi: 5.07E -6 <br />15 psi: 8.87E -5 <br />80 - <br />h—`` <br />1 moist to moist, light gray to <br />- -_ _ _.. <br />_ _ <br />25 psi: 7.65E -7 <br />10 psi: 8.10E-5 <br />r- -1 gray. <br />30 psi: 1.40E-6 <br />H4-H7 <br />W2 <br />100 <br />72 <br />25 psi: 7.65E -7 <br />85 .. - <br />3515 <br />20 psi: 1.69E -6 <br />_ _ <br />-I <br />- <br />15 psi: 4.71 E -7 <br />10 psi: 0 <br />90 l 3510 <br />i <br />95. _ <br />4F "1'r Nriltq <br />!'.3.- 1 <br />P-,-I NO 1311 12� <br />
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