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-3- <br />(c) Placed in controlled No Lifts were emplaced by truck in <br />manner - 4 foot lifts 100 foot increments. No Hass <br />movement was observed. No <br />inspection for voids was <br />reported. Contractor did not <br />address. <br />(d) Surface water diverted Partia'_ No diversions of flow from ;ai:.;._ <br />away and off the pile in the fill are noted. Surface <br />100-yr.-24-}ir. design flow flow will enter the Streeter <br />facilities. Gulch diversion located along <br />the north side of the fill. <br />This diversion is designed for <br />an unknown flow. <br />(e) Tops of fill and terraces Partial Terraces <br />= 1v:20h; 50 feet between fill and <br />terraces Streeter <br />outslope <br />drainage <br />directed <br />new Stre <br />distance <br />feet. <br />are graded to top of <br />graded to drain toward <br />Gulch and along the <br />at lv:6h. Outslope <br />from the top is <br />principally toward the <br />'ter channel. The <br />between terraces is 100 <br />(f) No drainage over outslope Partial Streeter Gulch is directed over <br />outslope at junction of fill <br />with undisturbed terrain. <br />Surface flow from top face of <br />fill is directed both to <br />Streeter Culch and possibly over <br />outslope though pile is not <br />completed. <br />(g) Fill outslope less than Yes Fill outslope is lv:3h between <br />(steeper) than lv:Zh terraces, stability very <br />slightly less overall than would <br />be if 50 foot vertical distance <br />between terraces. <br />816.74 Durable fill No No tests have been reported to <br />indicate the black siltstone and <br />shale comprising the fill are <br />durable rock or that they are <br />not durable. <br />816.79 Protection of <br />underground mining <br />(Initial Regulatory Program) <br />715.15(b) No waste material <br />(b)(1) Within the permit area <br />Unknown Approval by MSHA and the <br />equivalent State agency is not <br />recorded. <br />Yes See 816.71(k) . <br />Not Known Contractor did not determine. <br />