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PERMFILE136301
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PERMFILE136301
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Entry Properties
Last modified
8/24/2016 10:37:00 PM
Creation date
11/26/2007 4:29:43 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1981071
IBM Index Class Name
Permit File
Doc Date
12/11/2001
Doc Name
pg 780-1 to 780-140
Section_Exhibit Name
PART 780 RECLAMATION & OPERATIONS PLAN
Media Type
D
Archive
No
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The construction process associated with the extension is as follows: <br />topsoil salvage, inscribe diversion ditch, cut and fill work, placement <br />f <br />of railroad bed materials, construction of railroad track. Each will <br />be described in the following paragraphs. An existing road will be <br />used to access the site. Given the short duration of the project, <br />topsoil will not be removed from the existing road. Upon completion of <br />the project the road will be bladed as needed. <br />The disturbance associated with this project will result in the <br />stripping of approximately 21 inches of Coutis Fine Sandy Loam firom the <br />area. Refer to Map 29, Energy Mine No. 1 and 2 Soils Map for the <br />location of this soil in relation to the railroad track. It is <br />estimated that approximately Z acres will have topsoil salvaged from <br />~- <br />the area. Based upon the 21 inch salvage depth, approximately 5800 CY <br />of topsoil will be stockpiled for use in final reclamation of the <br />area. The stockpile will be stabilized by seeding it with the <br />Pastureland seed mixture. The location of the stockpile is shown on <br />the Permit Renewal Map 5 (MR 87-2) (Eckman Park Mine Plan, Roads Power <br />Lines and Facilities). <br />In conjunction with this activity, CYCC will construct a diversion <br />ditch above the extension to route undisturbed drainage around the <br />site. The calculations for the ditch are as fiollows: <br />TRACK EXTENSION DIVERSION DITCH <br />Drainage Area (acres 11.0 <br />Max. Elev 7400 <br />Min. Elev 6950 <br />Drainage Height 450 <br />Hydraulic Length 1220 <br />Equiv. Area 18.9 <br />4latershed Shade Factor 0.582 <br />LENGTH OF CONTOUR <br />LC-25 (7060) 630 <br />LC-50 (7170) 410 <br />LC-75 (7280) 90 <br />780-38(a) Revised 02/20/87 <br />
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