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2017-03-15_PERMIT FILE - C1981008A
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2017-03-15_PERMIT FILE - C1981008A
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Last modified
6/5/2017 12:51:48 PM
Creation date
5/22/2017 10:30:03 AM
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Template:
DRMS Permit Index
Permit No
C1981008A
IBM Index Class Name
Permit File
Doc Date
3/15/2017
Doc Name
Mine Facilities
Section_Exhibit Name
Section 2.05.3(3) Table of Contents & Mine Facilities
Media Type
D
Archive
Yes
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visible horizontal movement of the embankment material is apparent. Embankment layers will <br />be compacted to a minimum of 90 percent of Standard Proctor density or as directed by the <br />engineer to ensure that the embankment is adequate to support the anticipated volume of traffic <br />and weight and speed of vehicles to be used. <br />Material will be placed in an embankment only when its moisture content is within acceptable <br />levels to achieve design compaction. <br />Temporary erosion control measures (ditches, berms, straw dikes, silt fence) will be utilized <br />during embankment construction to minimize sedimentation and erosion until permanent control <br />measures can be established. Immediately upon completion, measures will be taken to stabilize <br />all embankments with vegetation cover or other means as approved by the regulatory authority to <br />minimize erosion. Where a vegetation cover is used, consideration shall be given to providing an <br />appropriate growth medium. <br />S. Draina_e <br />Each haul road not within areas disturbed by mining and reclamation activities will be designed, <br />constructed and maintained to have adequate drainage using ditches and culverts to safely <br />convey the peak runoff from a 10 -year, 24-hour precipitation event while maintaining a <br />minimum of one half foot of freeboard to the top of the road embankment (see Map 2.05.3(3)-1 <br />for typical details of drainage structures). <br />Drainage ditches will be placed at the toe of all cut slopes formed by the construction of haul <br />roads. Water will be intercepted before reaching a large fill and drained safely away in <br />accordance with the requirements of 4.03.1. Water from a fill will be released below the fill <br />through conduits or in adequately lined channels and will not be discharged onto the fill. <br />When drainage ditches discharge onto open terrain, a number of measures will be taken to <br />protect the terrain from erosion. When the drainage discharges onto a disturbed area, the area <br />will be revegetated to control runoff. In an area where revegetation would not be sufficient to <br />control erosion, the area will be rip -rapped. Temporary measures to reduce erosion will be <br />employed while the area is undergoing revegetation such as straw dikes, containment ditches, <br />etc. New Horizon typically constructs ditches on the inside of roadway cuts and safety berms for <br />drainage. As most road cuts are into resistant bedrock -type material, ditches normally do not <br />require lining. Culverts will be designed and installed to minimize the runoff volume conveyed <br />in each ditch. Culverts and ditches will typically be designed using SEDCAD or other generally <br />accepted software to predict the peak runoff and Manning's equation to determine the peak <br />velocity and flow depth. <br />Section 2.05.3(3) Page 21 February 2017 (TR -78) <br />
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