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2022-07-12_PERMIT FILE - C1981019A (17)
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2022-07-12_PERMIT FILE - C1981019A (17)
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Last modified
11/14/2024 8:47:44 AM
Creation date
5/9/2023 2:55:38 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 Control System Analysis at End of Mining
Section_Exhibit Name
Volume 18 Exhibit 7 Item 23 Part I
Media Type
D
Archive
Yes
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Exh. 7-23I-4 Revision Date: 4/28/22 <br /> Revision No.: TR-154 <br />Station 10+00 <br />to 25+00 <br />(LCG-2) <br />62.39 4.9 Trapezoidal <br />10’ bottom 3H:1V 4.0 Riprap, <br />D50 = 9” <br />Station 25+00 <br />to 55+00 <br />(LCG-3) <br />88.39 4.7 Trapezoidal <br />12’ bottom 3H:1V 4.0 Riprap, <br />D50 = 9” <br />Station 55+00 <br />to 85+00 <br />(LCG-4) <br />93.23 7.8 Trapezoidal <br />10’ bottom 3H:1V 4.0 Riprap, <br />D50 = 9” <br />Station 85+00 <br />to 102+79 43.19 7.4 Trapezoidal <br />10’ bottom 3H:1V 4.0 Riprap, <br />D50 = 6” <br /> <br />Sage Draw, Grouse Draw, Sharpie Draw, Lower, Middle, and Upper Bobcat Draws <br /> <br />Sage Draw, Grouse Draw, Sharpie Draw are tributary drainages to the reconstructed portion of <br />Little Collom Gulch, while Lower, Middle, and Upper Bobcat Draws are tributary to natural <br />portion of Little Collom Gulch. Contributory areas to these ditches are less than one square mile <br />which would make the required modeled storm event the 10-year 24-hour storm event. For ease <br />and conservatism, all six channels have been modeled against the 100-year 24-hour storm event. <br /> <br />Lower and Middle Bobcat Draw will be constructed inside the reclaimed footprint of the Section <br />36 and Middle Ponds. Therefore, in the 100-Year 24-Hour model, it is assumed the entire <br />watersheds reporting to both ponds have been approved for Phase II bond release and both ponds <br />are no longer necessary for sediment control. In lieu of the two sediments ponds post mine channel <br />configurations have been added to the model. <br /> <br />A SEDCADTM model (100 Year 24 Hour Channel Demonstration model) has been included which <br />evaluates the peak flow for each of the channel. The minimum channel configurations for Little <br />Collom Gulch are 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 />Sage Draw 21.46 2.1 Trapezoidal <br />5’ bottom 3H:1V 4.0 Riprap, <br />D50 = 9” <br />Grouse Draw 36.89 16.8 Trapezoidal <br />10’ bottom 3H:1V 4.0 Riprap, <br />D50 = 9” <br />Sharpie Draw 6.51 22.0 Trapezoidal <br />10’ bottom 3H:1V 4.0 Riprap, <br />D50 = 6” <br />Lower Bobcat <br />Draw 64.62 6.4 Trapezoidal <br />10’ bottom 3H:1V 4.0 Riprap, <br />D50 = 9” <br />Middle <br />Bobcat Draw 64.62 5.0 Trapezoidal <br />10’ bottom 3H:1V 4.0 Riprap, <br />D50 = 9” <br />Upper Bobcat <br />Draw 59.37 8.3 Trapezoidal <br />10’ bottom 3H:1V 4.0 Riprap, <br />D50 = 9” <br />
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