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REP20437
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REP20437
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Entry Properties
Last modified
8/24/2016 11:49:00 PM
Creation date
11/27/2007 2:52:58 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1981019
IBM Index Class Name
Report
Doc Name
PAGE 307 SECTION 4.09.1
Permit Index Doc Type
Waste Pile/Fill Report
Media Type
D
Archive
No
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~ ~ III IIIIIIIIIIIII III <br />Page 307 <br />Section 4,09.1 <br />120(2) (8) The final configuration of the fill shall be <br />(v)(VII) suitable for postmining land uses approved in accordance with <br />4,16, except that no„~impound~n ts_.shall~:_b.e al-l.owed:on~th~ <br />compl*etec~fi;7elr S!nal] depre~ions'may_~be-a~lowed.by the <br />Division if they are needed to retain moisture, minimize <br />erosion, create and enhance wildlife habitat, or assist <br />revegetation; and if they are can patible with stability of the <br />fill, as demonstrated in accordance with 2,05,3(6)(5), (c) and <br />(d ). <br />120(2) (9) The final configuration of the fill shall be <br />(v)(III) desi gned to minimize;eros,ion.f :TerraCes!41ay be util ized to <br />control erosion and enhance stability if approved by the <br />Division and cons is tentwith 4.14.2(2). <br />120(2) (10) 41he're the`slope'in:th~disposal:area is:3te~per-th-ap <br />(v)(VI) 2.8h:7v':(36:.percent:•);=or,„such:lesser, slope;-as•may_be_designai$"d <br />by. tfie,Di-vision! based on local conditions, keyway cuts <br />(excavations-to stable bedrock) or rock toe blesses shall be <br />constructed to stabilize the fill. Were a oe of~spoil <br />rests on a downslope, stability analyses shall be performed in <br />accordance with 2~05,3(6)(b), (c) and (d) to determine the size <br />of the rock toe buttresses an e-dTyway Nfs. <br />122(1) (11) Inspection <br />(a) The fill shall be inspected for stability by <br />re is eyed en ineer other qualified professional specialist <br />experience in construction of ear and rodCfil-1 embankments <br />unaer me .direction o i ieisi'~ss~orta't-~igineer at! <br />least _quar-ter.lylthrough--out the construction and during the <br />following critical construction per.iods:i (1 )removal of all <br />terial and topsoil, (2)placement of un r - ge <br />s to (3) in ion o surface drainage s_ys_em_s, <br />4) placement and compaction of~ilTmaterals, and (5) <br />revegetation, --- <br />(b) The qualified regi-s_tered engineer steal l <br />provide to the Division a certi fied report within 2 weeks afteE~ <br />>'ach inspection that the fill has been constructed as sped fied <br />in--the design approved by the Division. The report shall <br />
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