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u <br />• <br /> <br />coRL La <br />Job M. ~5~°O°A Sham[ ~ of '~ <br /> <br />Storm king nines <br />IroJact Coal slurry dam on centerline <br />location <br />iroena <br />MI• Dh r4 Llagtlm 6100 feet Tot.l Motn or <br />Yeyth 198.5 feet Marburaen <br />75 <br />feel <br />Mql• free q Marini o! Mpth of Mpvn 9_7_pa <br />Ibrltontal 9D Myl• Ibl• -~- Yatar Ta61• 114 feet FInLME `-I?-C? <br /> <br /> <br />iEDL0G1[ LDC WVNIC lbi blLCpITI W ITT LDC = RQD/ <br /> i Recover <br /> Myth aN Llwatlon (frt) D <br />0 <br />Clay slightly sa ntly [o san tly, <br />s [i (f to hard, mots[, occasional <br />q ravel, brown, gray. <br />S <br />to <br />Is <br />:o <br />:s <br />)0 <br />75 <br />b <br />b5 <br />r <br />0 ~~ <br />5 <br />to <br />15 <br />xo <br />:s <br />)0 <br />)5 <br />b <br />~5 <br />SD <br />~ <br />~ 5 <br /> NOTES 3~ li On ve Sample <br />I'9 fl COre Sample Tested <br />' n I. Angles of joints are measured /rpm core anis. ~ Pac4er Pe rmeaoility <br />c Test Zone <br /> 1. ROD (Rock Quality Designation) is De rcen0 qe <br />4. Hole advanced from <br />surface to 85 `met with <br /> o` care 4 inches or larger in each core r <br />n 4-inch diameter sol id stem auger. Hcle advanc etl <br /> is <br />Care breakage only along betldinq or join[s fran 91 m 95 fee[ with 7-inch tli ameter holm. <br /> uU ll:ed in calculation of RQD. <br />