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2015-07-09_PERMIT FILE - C1981014A
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2015-07-09_PERMIT FILE - C1981014A
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Last modified
8/24/2016 6:09:03 PM
Creation date
8/19/2015 9:41:45 AM
Metadata
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Template:
DRMS Permit Index
Permit No
C1981014A
IBM Index Class Name
Permit File
Doc Date
7/9/2015
Section_Exhibit Name
4.05 Hydrologic Balance
Media Type
D
Archive
Yes
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• inherent sediment control. Runoff from downstream embankment slopes will <br />be effectively limited by the semi-arid climate, minimal slope angles and <br />revegetation so that no additional sediment control will be necessary. <br />EFCI has developed an ongoing pond maintenance program designed to ensure <br />continued safe and effective operation of all ponds. Maintenance includes <br />mowing of any vegetation which interferes with inspection or maintenance, <br />removal of any combustible materials other than dry vegetation, repair of <br />minor surface erosion, removal of debris from ditches, culverts and outlet <br />structures, and any necessary preventive maintenance or repair of <br />discharge structures or monitoring equipment. <br />In addition to periodic pond maintenance, all impoundments, embankments, <br />inlet and outlet ditches, discharge structures, and other related pond <br />components will be inspected on a regular basis to identify any <br />significant erosion, detect potential structural problems, note any <br />• hazardous conditions, and confirm continuing effective operation. All <br />ponds will be inspected on at least a quarterly basis and inspection <br />reports will be prepared, submitted and filed in compliance with <br />applicable regulations. <br />EFCI has no plans and does not currently anticipate any future <br />modifications to existing impoundments or pond embankments. In addition, <br />there are no plans for future construction of any additional ponds. If <br />changes in mine plans or effected areas dictate the necessity for <br />additional sedimentation control structures, EFCI will evaluate <br />requirements, complete the necessary designs, and submit the designs for <br />CMLRD review and approval prior to initiating any construction work. <br />4.05.10 UNDERGROUND MINE ENTRY AND ACCESS DISCHARGE <br />The Southfield mine workings have progressed down dip from the outcrop on <br />both the Red Arrow and Jack O'Lantern seams toward the axis of the <br />• Chandler Creek Syncline. With ongoing dewatering there is no potential <br />for gravity discharge of water from the mine. However, as described in <br />Section 2.05.6, Mitigation of Surface Coal Mining Operation Impacts, upon <br />4.05-23 <br />
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