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2022-07-12_PERMIT FILE - C1981019A (18)
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2022-07-12_PERMIT FILE - C1981019A (18)
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Last modified
11/14/2024 8:50:53 AM
Creation date
5/9/2023 2:51:14 PM
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Template:
DRMS Permit Index
Permit No
C1981019A
IBM Index Class Name
Permit File
Doc Date
7/12/2022
Doc Name
Sediment 26 Pond Sediment Control Post Mining
Section_Exhibit Name
Volume 18 Exhibit 7 Item 23 Part J
Media Type
D
Archive
Yes
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Exh. 7-23J-3 Revision Date: 4/28/22 <br /> Revision No.: TR-154 <br /> <br />Section 26 Pond Permanent Post Mine Channels <br /> <br />The Section 26 Pond watershed is comprised of two post-mining channels which include Bear <br />Draw and Lower Bear Draw. The locations of these post mine channels are presented on Map <br />41B and Figure 7-23J-4, and the channel profiles are presented on Map 33C. <br /> <br />The area contributory to Bear Draw and Little Bear Draw are less than one square mile; therefore, <br />the modeled storm event required by rule is the 10-year 24-hour event. However, for built in <br />conservatism, both channels will are modeled against the 25-year 24-hour storm event. <br /> <br />The upper reaches of Bear Draw will be a vegetative lined while the lowest most portion will be <br />riprap lined. Lower Bear Draw will be protected with riprap over the entire length of the channel. <br />Two stock ponds, BD-1 and BD-2 will be constructed inline in the Bear Draw to reduce peak flows <br />from larger storm events and provide a water source to support the post mine land use. <br /> <br />Lower Bear Draw will be constructed inside the reclaimed footprint of the Section 26 Pond. <br />Therefore, in the 25-Year 24-Hour model, it is assumed the entire watersheds reporting to both <br />The Sidehill and Section 26 Ponds has been approved for Phase II bond release and both ponds <br />are no longer necessary for sediment control. <br /> <br />A SEDCADTM model (25 Year 24 Hour Channel Demonstration model) has been included which <br />evaluates the peak flow for each of the channel. The minimum channel configurations are <br />summarized below <br /> <br />Name <br />Peak <br />Flow <br />(CFS) <br />Average <br />Slope <br />(%) <br />Channel <br />Type Side Slopes <br />Minimum <br />Depth <br />(Feet) <br />Erosion <br />Protection <br />Lower Bear <br />Draw 27.04 9.5 Trapezoidal <br />10’ bottom 3H:1V 4.0 Riprap, <br />D50 = 6” <br />Bear Draw <br />0+00 to 15+00 30.03 10.8 Trapezoidal <br />10’ bottom 3H:1V 4.0 Riprap, <br />D50 = 6” <br />Bear Draw <br />15+00 to 34+00 60.49 2.8 Trapezoidal <br />10’ bottom 3H:1V 4.0 Vegetation <br />Bear Draw <br />34+00 to 81+10 35.80 7.1 Trapezoidal <br />10’ bottom 3H:1V 4.0 Vegetation <br />
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