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• <br />• <br />• <br />cau roc <br />JeY ~. 25.999 p fhtet ~_ of ~ <br />-roject Storm King nl nes bcetlon Coal slurry tlem of centerline <br />OH f,b hound 6175 feet To NI 149 fee[ Myth of 3.5 fee[ <br />Ib l• [l wetlon Depth Owrbu rden <br />Mple frot 90' [term[ of _--- Depth of [pun ~21_Ft <br />Morirmul Mpl• Ibl• alter Tef l• 108 feet -itlehed 8-24-2i <br />GEDEDGIC LDG [MIMIC LDf IIfCpRll[II Tr LDG i tQ0/ <br />t femver <br />CLpy: (CL}, brown, stiff, sandy, D TMt Wulti ~~ eM [lewtlae (f Mt) O <br />with sandstone and shale fragments, ~ 1LL1JJ,.'LLLWI <br />slightly moist. <br />Yeatnered Shdle: Oar4 gray, /riable <br />[o low hartlness: poorly to motle ra to ly 3 25/12 3 <br />cemented; hinhly jointed: clayey, <br />indistinct bedding, effervescent. <br />to ~ so/o Y f to <br />- 9-Ig', highly jointed, triable <br />13 50/3 15 0/33 <br />t0 50/0 20 <br />--- Estimated zone of no recovery <br />0/50 <br />23 25 <br />---- 14.5-29'. h;phly joi n[ed, (riable <br />~ ~ Ili Ly0 _ Estimated cone of no recovery <br />32-37, highly jointed, friable <br />35 33 0/45 <br />Inancos Shale) <br />Clay: liohl pray. tan, soft. <br />W b <br />Heatheretl bnale. dark gray. UC~1562 <br />/riable ro moderately hard; <br />nporly [o motle ratelY well <br />cemented, hignly joints tl, bedding ---' 38-4°-'. highly jointed, friable <br />indistinct, clayey 0/45 <br />zones; mildly •3 ~$ <br />effervescent. <br />n <br />o• (nancos Shale) <br />0 <br />Clay: light gray tan, <br />i o Solt. ~ <br />m 1 <br />NDTES. 3. ~ Drive Sample fl Co re Sample Tested <br />- a Angles of joints are measured from core anis. ~ Packer Permeability <br />Te s[ Zone <br />_ 2. RQD (Rock Quality Designation) is pa rcent age <br />p of core 4 inches or larger in each core run. 4. Hole advanced from surfs ce to 9~0 feet with 4 <br />-' Core breakage only along bedtling or joints inch diaee ter solitl stem •vge r. <br />is utilized in calcul at~on of RQ D. <br />