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Test Hole Log <br />Driller: <br />Field Engineer. <br />Precision Drilling <br />AWS /TWT <br />Total Depth (ft): 89 <br />Start Date: 7/5111 <br />&SARE <br />C <br />*S <br />Test Hole <br />Number: <br />.17.81 <br />Location: <br />Lamar, CO <br />Finish Date: <br />717/11 <br />, <br />Project: <br />West <br />Farm Reservoir Drill Rig. <br />SIMCO 2800 <br />Elevation (ft): <br />3601 <br />Project No. <br />D11 <br />124 <br />Bit Type & Size: <br />NWT /NX Core <br />Northing (ft)'. <br />38.10236 <br />Client: <br />J &T <br />Consulting <br />Depth to Bedrock (ft): <br />69 <br />Easting (ft): <br />102.58569 <br />d <br />r <br />m <br />o <br />Packer Test <br />a <br />> <br />m <br />R <br />Description <br />_" <br />d <br />o <br />Hydraulic Cond. (cmis) <br />o <br />w <br />t� <br />= <br />3 <br />K <br />0 <br />- <br />3600 <br />Modern Alluvium (Piney <br />l , , ; •i <br />Creek Alluvium & Younger <br />6 -- - <br />Deposits): CLAY, sandy. <br />rj ' <br />low to medium plasticity, <br />3595 <br />!; <'; <br />moist to very moist. brown <br />(CL). <br />10' <br />- - <br />3590 <br />=U <br />15 <br />-j <br />3585 <br />O <br />20 <br />O <br />3580 <br />, O' <br />25 I <br />Q <br />3575 <br />O. <br />30 <br />.O <br />- <br />3570 <br />O. <br />35 <br />3565 <br />G' <br />Gravels & Alluviums <br />i <br />(Pinedale & Bull Lake Age): <br />G <br />SAND. gravelly to GRAVEL, <br />40 <br />sandy, poorly towel I graded, <br />3560 <br />O', <br />wet, light brown to brown <br />(SP. SW, GP, GW ). <br />45 - <br />O <br />3555 <br />• O <br />50 <br />, p' <br />- <br />3550 <br />O <br />55 <br />: O <br />-- <br />3545 <br />; <br />O <br />60 <br />3540 <br />O <br />65 <br />- <br />3535 <br />O .. <br />'i <br />70 <br />—� <br />-- <br />- <br />3530 <br />H3 -H4 <br />W1 -W2 <br />3 <br />Carlile Shale (Fairport <br />75 -- Member): SHALE. thinly <br />- <br />3525 <br />bedded, calcareous. <br />H4-H5 <br />W1 -W2 <br />6 <br />3 <br />72'89 <br />— <br />fossiliferous. containing • <br />12 psi: 0 <br />..; <br />stringers of limestone, thin • <br />-- - - - - -- <br />- - -. -- <br />17 psi: 0 <br />80 —" <br />-- <br />seams of bentonite, <br />20 psi: 0 <br />3520 <br />`_ <br />cemented (calcite). slightly s <br />H3 -H7 <br />W1 -W2 <br />100 <br />47 <br />82 -89' <br />17 psi: 0 <br />moist to moist, light gray to <br />- - -- <br />12 psi: 0 <br />12 psi: 0 <br />85 gray. <br />15 psi' 0 <br />3515 <br />- <br />H3 -H7 <br />W1 -W2 <br />100 <br />45 <br />17 psi: 0 <br />-- <br />15 psi: 0 <br />�' <br />- <br />-- <br />12 psi: 0 <br />90 <br />- <br />3510 <br />95 <br />t,I'1'f Nl.ircn <br />f -��r <br />P. o,e 1.t <br />N,, I I I I 1 ?a <br />