My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2013-10-30_PERMIT FILE - C1981038A (2)
DRMS
>
Day Forward
>
Permit File
>
Coal
>
C1981038
>
2013-10-30_PERMIT FILE - C1981038A (2)
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
7/9/2019 9:05:30 AM
Creation date
11/18/2013 1:45:52 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1981038A
IBM Index Class Name
Permit File
Doc Date
10/30/2013
Section_Exhibit Name
Volume 8 Surface Drainage - Drainage - Design & Location
Media Type
D
Archive
Yes
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
97
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
The impacts Of increased runoff in the receiving watersheds is not <br />• <br />considered as being too severe--r_onsidering the potential damage that <br />could occur by doing nothing. The massive bedrock that outcrops in both <br />watersheds will prevent excessive down cutting. In addition, extremely <br />high concentrations of sediment already exist in the runoff produced <br />under natural conditions. The impact from the introduction of comparatively <br />small quantities of additional sediment should not be detrimental to the <br />flow regime of Stevens Gulch. <br />Sediment Retention Dams <br />An estimated water balance as determined by a computerized hydrologic <br />• <br /> <br />simulation model (Leaf, 1977) for: (a) the watershed prior to disturbance, <br />and (b; conditions as they presently exist at Orchard Valley Mine is <br />summarized in Tables 1 and 2. This analysis is the basis for determining <br />the quantity of direct runoff to he expected from a 10-year, 24-hour <br />storm event, as required by EPA guidelines. <br />Storm Runoff Prediction: Rationale <br />The equation used for computing direct runoff is <br />Q= P+Rc <br />where P = storm rainfall in inches, and <br />s <br />Rc = the soil water recharge requirement, <br />in inches. <br />The theoretical basis or equation [1] is discussed in Part Q. <br /> <br />
The URL can be used to link to this page
Your browser does not support the video tag.