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PERMFILE123043
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PERMFILE123043
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Entry Properties
Last modified
8/24/2016 10:20:54 PM
Creation date
11/25/2007 11:04:36 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1981047A
IBM Index Class Name
Permit File
Doc Date
8/19/2005
Section_Exhibit Name
Section 2.05 Operation and Reclamation Plans
Media Type
D
Archive
Yes
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s to 6,340' at the south end and new dewatering devices were installed. Pond <br />No. 1 discharges into Hubbard Creek through discharge point 001 of NPDES Permit <br />CO-0033553. The embankment of this pond has had a history of overtopping during <br />high runoff in Hubbard Creek. Due to our commitment November 26, 1985 to reclaim <br />this pond, the decision has been made to replace its sediment control function <br />by a proposed Pond q5 and to allow Pond #1 to overtop again during high flows <br />in 1986. <br />The No. 2 Pond discussed in Appendix C was eliminated with the bench <br />stabilization project. The No. 1 Pond impounds the water that would have been <br />collected by No. 2 Pond. <br />The No. 3 Pond was installed in 1980 as a settling pond for runoff <br />south of the mine bench. This runoff area was reduced to sub area 4A, Exhibit <br />H, when ditch 1 was converted to a diversion ditch. This pond has a capacity <br />of 0.13 a.f. of sediment and 0.10 a.f. of water storage. The required capacity <br />according to page 1 of 10, Appendix C is 0.13 a.f. of sediment and 0.03 a.f., <br />of water storage. Discharge from this pond is through discharge point 002 <br />of NPDES Permit No. CO-0033553. <br />The No. 4 Pond was installed in 1980 as a settling pond for runoff <br />from the lower stockpile area, sub area 8, Exhibit ~. This pond has a sediment <br />capacity of 0.08 a.f. of sediment and 0.06 a.f, of water capacity. Design <br />capacities are 0.13 a.f. and 0.06 a.f. respectively. Discharge from this pond <br />is through discharge point 003 of NPDES Permit No. CO-0033553. <br />For the initial reclamation phase <br />drainage system will be changed on the east <br />be no change on the west side of the creek. <br />to represent the drainage areas and pattern <br />The C-# pages have been added to Appendix C <br />for these changes. <br />at Blue Ribbon nearly all of the <br />side of the creek. There will <br />Exhibit H-1 has been prepared <br />s during this reclamation phase. <br />to show the design calculations <br /> The No. 5 Pond will be installed to replace the No. 1 Pond. The <br />• design size was calculated in Appendix C pages C-1 through C-3 using drainage <br />lO6i (Rev. 6-11-86) <br />
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