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Test Hole Log Driller: Precision Drilling Total Depth (ft): 92 <br />Field Engineer: TWT Start Date: 7111/11 <br />Test Hole Number' JT -B11 • S_ARE S <br />Location: Lamar, CO Finish Date: 7/12/11 A,u <br />Project: West Farm Reservoir Drill Rig: CME -55 Elevation (ft): 3601 <br />Project No. D11.124 Bit Type & Size: HSA /NQ Core Northing (ft): 38.09964 <br />Client: J &T Consulting Depth to Bedrock (ft): 65 Easting (ft): 102.58428 <br />d <br />rn <br />-Cr <br />:F <br />Packer Test <br />n <br />;� <br />Description <br />A <br />5 <br />d <br />p <br />Hydraulic Cond. (cm /s) <br />o <br />w <br />3 <br />o <br />x <br />3 <br />K <br />0 -)- <br />3600 - Modem Alluvium (Piney <br />- i Creek Alluvium & Younger <br />Deposits): CLAY, sand <br />5 <br />'r. low to medium plasticity, <br />3595 moist to very moist, brown <br />CL <br />10 <br />SAND. clayey, well graded, <br />3590 moist to wet, light brown <br />- (SC). <br />15 - <br />3585 : O <br />20 <br />- O <br />3580 <br />0 <br />25 <br />3575 O <br />• D• <br />30 - <br />- 3570 O; <br />:D <br />35 . ..- <br />. <br />3565 O', Gravels & Alluviums <br />(Pinedale& Bull Lake Age): <br />D' ( SAND, gravelly to GRAVEL. <br />40 - - <br />3560 1 sandy, poorly to well graded, <br />- <br />d wet, light brown to brown <br />(SP, SW. GP, GW ). <br />45 .... <br />p <br />3555 <br />• O <br />50 <br />, p' <br />3550 <br />•. O <br />55 - <br />3545 U <br />. O <br />60 <br />3540 D • <br />65 <br />3535 — <br />H4-H7 <br />W2 <br />100 <br />72 <br />70 <br />3530 — <br />- -- - -, <br />- -_, <br />- — Carlile Shale (Fairport <br />H4-1-17 <br />W2 <br />100 <br />7 <br />75 <br />- Member): SHALE. thinly <br />3525 r_ bedded. calcareous, <br />- <br />L J fossiliferous, containing <br />72 -92' <br />stringers of limestone, thin <br />H4-H7 <br />W2 <br />83 <br />63 1 <br />10 psi: 0 <br />80 - <br />seams of bentonite, <br />15 psi: 0 <br />3520 L cemented (calcite), slightly <br />-' <br />20 psi: 0 <br />_ — moist to moist, light gray to <br />s H4-H7 <br />W2 <br />86 <br />85 <br />30 psi: 9.74E -8 <br />gray. <br />- - <br />84 -92' <br />20 psi: 0 <br />85 <br />3515 <br />H4 H5 <br />W2 <br />00 <br />1 <br />10 psi: 0 <br />15 psi: 0 <br />_ <br />15 psi: 0 <br />10 psi: 0 <br />20 psi: 0 <br />90 <br />H4 -H7 <br />W2 <br />90 <br />45 <br />15 psi: 0 <br />-: <br />3510 L— <br />__ <br />10 psi: 0 <br />95 <br />