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• <br />• <br /> <br />cEEE I.a <br />Joy Ib. 25.999 a Elwt t of 3 <br />FroJoct Storm King Nines lacntlon Coal slurry tlam on centerline <br />Erraotd Toul /eat ynyth o/ <br />Moln DR ¢t Elwntir 6202 feet OyM [11 OwreorAr 95.5 (eat <br />Myl• 1rr o Errltq o/ ___ Oyth of Nyon P-IE-83 <br />Ibrlmntnl 90 Myl• 1b1• 1Ybr Ta-Ie 60 feet FinLhW 8-t7-83 <br />cEO~oEIC ~a Eltllnllc uc n1iCONTIwITT tnE 3 "~~ <br />s MrPyar <br />Mth w Elw~tlr (Frt) 0 <br />0 <br />Clay: slightly sandy to sandy, <br />very stiff to hard. mo{s[, <br />occasional gravel, g*ay, br wvn. <br />7 <br />10 <br />t5 <br />!0 <br />35 <br />75 <br />W <br />15 <br />c SO <br />o <br />S <br />10 <br />IS <br />30 <br />39 <br />)0 <br />)S <br />b <br />4S <br />70 <br />0 5 1 <br />-`^ NOTES: 3. Y Drive Sample pCo re Sample Tes[ed <br />~ 1"I <br />7 ~ <br />1. Angles of joints are nmasuretl from core uis. ~ Packer Pe rtaeability Test Zone <br />n <br />ROD (Rock Quality Designation) is Percentage <br />of core 4 inches or larger in each core ran. 4. Nola ad vancetl from surface to 955 fret with 7 <br />Corr breakage only el ong bedding or joints into diameter hollow stem auger, <br />is utilized in caltolation of ROD. <br />