My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
1988-04-18_PERMIT FILE - C1981008A (4)
DRMS
>
Day Forward
>
Permit File
>
Coal
>
C1981008
>
1988-04-18_PERMIT FILE - C1981008A (4)
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
1/5/2021 12:47:19 PM
Creation date
4/19/2012 8:40:39 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1981008A
IBM Index Class Name
PERMIT FILE
Doc Date
4/18/1988
Doc Name
Sedimentation Pond 007
Section_Exhibit Name
Tab 13 Attachment G
Media Type
D
Archive
Yes
Tags
DRMS Re-OCR
Description:
Signifies Re-OCR Process Performed
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
40
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
View images
View plain text
INTRODUCTION <br /> Sedimentation Pond 007 is proposed to be constructed close to the southwest corner of the <br /> Nucla East Mine permit area. Pond 007 will be a temporary sediment structure to control <br /> runoff and sediment from the disturbed areas of the Nucla East Mine permit area. Pond 007 <br /> will be constructed in a tributary to Calamity Draw. Pond 007 is located in Section 6 of <br /> Township 46 North, Range 15W, west of the town of Nucla (see Exhibit 13-5). <br /> SITE DESCRIPTION <br /> Land Use <br /> Sedimentation Pond 007 has a 457.1-acre watershed that is tributary to Calamity Draw. <br /> This watershed is classified as approximately 40 percent juniper-grass, 29 percent <br /> disturbed, 28 percent pasture or range, and 3 percent meadow (riparian). <br /> Embankment <br /> The proposed embankment for Pond 007 will be a homogeneous earth fill compacted in lifts <br /> to design specifications. The top width of the Embankment will be approximately 30 feet <br /> wide with upstream and downstream slopes of approximately 3h:ly, respectively. The <br /> principal spillway will be a 7-inch diameter orifice cut in a 30-inch diameter drop inlet <br /> pipe. The emergency spillway will be the 30-inch diameter drop inlet CMP. <br /> DESIGN ANALYSIS <br /> General <br /> Sedimentation Pond 007 was designed to meet or exceed the design and performance <br /> requirements of the Colorado Mined Land Reclamation Division. Sediment Pond 007 was <br /> designed to adhere to the following specifications: <br /> 1. Provide storage for the runoff from the 10-year, 24-hour storm event without <br /> experiencing any discharge through the emergency spillway (16.67 ac-ft.) <br /> 2. Provide an emergency spillway capable of passing runoff from the 25-year, <br /> 24-hour storm event (21.41 ac-ft.) <br /> 3. Provide adequate storage for sediment generated from the 10-year, 24-hour <br /> (MUSLE) storm event, (4.7, 10-year, 24-hour MUSLE storm events or 6.68 ac-ft). <br /> 4. Provide a nonclogging dewatering device and principal spillway that will provide <br /> adequate detention time for the 10-year, 24-hour storm event and still allow a <br /> 1 <br />
The URL can be used to link to this page
Your browser does not support the video tag.