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2009-10-13_PERMIT FILE - C1991078A (3)
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2009-10-13_PERMIT FILE - C1991078A (3)
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Last modified
8/24/2016 3:56:07 PM
Creation date
11/10/2009 10:11:19 AM
Metadata
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Template:
DRMS Permit Index
Permit No
C1991078A
IBM Index Class Name
Permit File
Doc Date
10/13/2009
Section_Exhibit Name
2.05 Operation and Reclamation Plan
Media Type
D
Archive
Yes
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• 2.05.3(3)(c) <br /> ACCESS TO STATION TO STATION DRAWING NO. <br />1) Ponds A & B 75+00 to 99+00 123 <br />2) Topsoil Pile #1 100+00 to 103+00 124 <br />3) Pond C 104+00 to 119+00 123 <br />4) Pond E 120+00 to 125+00 123 <br />5) Pond D 126+00 to 140+00 124 <br />6) Topsoil Pile #2 141+00 to 145+00 124 <br />7) Office Area 146+00 to 149+00 124 <br />Topsoil will be stripped from the haul road align- <br />ment prior to the start of construction of the road. Borrow <br />ditches typically 18" deep will be excavated on one or each side of <br />the road to provide material for the subgrade of the road. Where <br />necessary, depending on the subgrade condition and the intended use <br />of the road, gravel surfacing will be placed on the road. The road <br />surface will be 20 feet wide. Road #1 has a pitch grade of 158 for <br />600 feet and road #4 has a pitch grade of 128 for 150 feet. All <br />other access road grades are less than 108 so the overall grade of <br />the access roads is obviously not steeper than 108. Cut and fill <br />slopes will be constructed using 1.SH:1V slopes. <br />Drainage for the access roads will be provided by <br />• borrow ditches and numerous culverts. The sizing calculations for <br />the ditches and culverts are presented in Exhibit 9. One of two <br />ditch and culvert sizes will be used for all of the access roads. <br />Either an 18 inch culvert with an 18 inch deep borrow ditch or a 24 <br />inch culvert with a 24 inch deep borrow ditch will be used. The <br />culverts to be used are numbered 1 through 12 and are shown on the <br />drawings and the sizing calculations are presented in Exhibit 9. <br />Where borrow ditch drainage runs through a 18 inch culvert, an 18 <br />inch borrow ditch will be constructed. Where borrow ditch drainage <br />runs to a 24 inch culvert, a 24 inch borrow ditch will be <br />constructed. <br />To provide erosion control, the borrow ditches and <br />cut and fill slopes will be seeded. The seed mix used will be that <br />used to stabilize the topsoil stockpiles or other appropriate seed <br />mix approved by the Division. Broadcast seeding will be used. <br />Six of the seven access roads have been reclaimed or <br />were never constructed. The No. 1 Access Road that provides access <br />to Ponds A & B has not been reclaimed. The No. 1 Access road may <br />remain in place to provide access to the ponds. By a letter dated <br />August 1, 1991, the landowner requested that the two sediment ponds <br />be left in place. They view the sediment ponds as an asset. The <br />issue of leaving the ponds in place and not reclaiming the No. 1 <br />access road will be addressed by a future permit action. The <br />access road and ponds will be required on site until vegetation is <br />. established and it is demonstrated that the requirements of Rule <br />4.05.2(2) are met. <br />2.05-7i January 1994 <br />
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