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1988-04-20_PERMIT FILE - C1981008A
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1988-04-20_PERMIT FILE - C1981008A
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Last modified
1/5/2021 2:04:43 PM
Creation date
4/19/2012 8:29:38 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1981008A
IBM Index Class Name
PERMIT FILE
Doc Date
4/20/1988
Doc Name
Sedimentation Pond 005
Section_Exhibit Name
Tab 13 Attachment E
Media Type
D
Archive
Yes
Tags
DRMS Re-OCR
Description:
Signifies Re-OCR Process Performed
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INTRODUCTION <br /> Sedimentation Pond 005 is an earthen embankment structure constructed by <br /> Peabody Coal Company in the mid-1970's as a temporary sediment structure <br /> to control runoff and sediment from the disturbed areas of Nucla Mine. <br /> In 1986, Sedimentation Pond 005 was redesigned and subsequently approved <br /> by CMLRD. The remedial work was completed in August, 1987. <br /> Sedimentation Pond 005 is located in Section 36 of Township 47 North, <br /> Range 16 West, northwest of the town of Nucla (see Exhibit 13-15A) . <br /> SITE DESCRIPTION <br /> LAND USE <br /> Sedimentation Pond 005 has a 31-acre watershed that is tributary to <br /> Tuttle Draw. This watershed is classified as approximately 58 percent <br /> reclaimed and 42 percent undisturbed, upland sagebrush-grass. <br /> EMBANKMENT <br /> The existing embankment is a homogeneous earth fill compacted in lifts <br /> to design specifications. The top width of the embankment is <br /> approximately 12-feet wide with upstream and downstream slopes of <br /> approximately 3h:ly, respectively. The existing spillway consists of an <br /> 18-inch diameter drop inlet corrugated metal pipe with a 1-inch diameter <br /> hole located at the 100 percent sediment storage level . <br /> DESIGN ANALYSIS <br /> GENERAL <br /> Sedimentation Pond 005 was evaluated and constructed to meet or exceed <br /> the design and performance requirements of the Colorado Mined Land <br /> Reclamation Division while utilizing as much of the existing structure <br /> and topography as possible. Sedimentation Pond 005 was constructed to <br /> adhere to the following specifications: <br /> 1. Provide storage for the runoff from the 10-year, 24-hour storm <br /> event without experiencing any discharge through the emergency <br /> spillway (1.13 ac-ft.) <br /> 1 <br />
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