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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: 7/5/11 <br />C� <br />Test Hole <br />Number: JT -131 <br />SARE <br />Location: <br />Lamar, CO <br />Finish Date: <br />7/7!11 <br />.,A „�,,,,n, <br />Project: <br />West Farm Reservoir Drill Rig: <br />SIMCO 2800 <br />Elevation (ft): <br />3601 <br />•� , <br />��� <br />Project No. <br />D11 124 <br />Bit Type & Size: <br />NWT /NX Core <br />Northing (ft): <br />38.10236 <br />Client: <br />J &T Consulting Depth to Bedrock (R): <br />69 <br />Easting (ft): <br />102.58569 <br />x�`, <br />o <br />Packer Test <br />> <br />,� <br />Description <br />a <br />d <br />o <br />Hydraulic Cond. (cm <br />/s) <br />w <br />�' <br />C) <br />= <br />3 <br />K <br />0 <br />' <br />—r- <br />3600 <br />i <br />Modern Alluvium (Piney <br />I <br />Creek Alluvium & Younger <br />5 - -- - <br />Deposits): CLAY, sandy. <br />3595 <br />low to medium plasticity, <br />' <br />moist to very moist, brown <br />10 <br />– – <br />3590 <br />15 _ <br />Q <br />- <br />3585 <br />O <br />• 'i <br />20 t.... <br />}.._ <br />Oli. <br />3580 <br />, p' <br />25 i <br />O <br />j <br />3575 <br />O. <br />: <br />30 <br />- <br />3570 <br />O <br />35 <br />i <br />3565 <br />O <br />Gravels & Alluviums <br />(Pinedale & Bull Lake Age): <br />O <br />SAND. gravelly to GRAVEL, <br />40 <br />sandy. poorly to well graded, <br />I <br />3560 <br />OI <br />wet, light brown to brown <br />I <br />•i <br />(SP. SW. GP, GW). <br />45 - - -_ <br />O <br />3555 <br />0 <br />50 <br />: O. <br />- - <br />355D <br />O <br />55 <br />• <br />0' <br />– – <br />3545 <br />60 <br />3540 <br />O <br />65 <br />3535 <br />O <br />70 <br />- <br />3530 <br />H3 -H4 <br />W1 -W2 <br />3 <br />Carlile Shale (Fairport <br />75 —'1 Member): SHALE, thinly <br />- <br />- <br />3525 <br />bedded. calcareous, <br />H4-H5 <br />W1 -W2 <br />6 <br />3 <br />72 -89 <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 />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 />12 psi: 0 <br />12 psi: 0 <br />85 _ gray. <br />15 psi 0 <br />3515 <br />— – <br />H3 -H7 <br />Wl -W2 <br />100 <br />45 <br />17 psi: 0 <br />-- <br />15 psi: 0 <br />`— <br />12 psi: 0 <br />90 <br />– <br />3510 <br />95 <br />A!'f'f NG.'x A <br />F'n�r <br />o1 <br />F-1-1. <br />Nn' 1111 1?4 <br />