My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
APPCOR13244
DRMS
>
Back File Migration
>
Application Correspondence
>
3000
>
APPCOR13244
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/24/2016 6:33:29 PM
Creation date
11/19/2007 2:39:45 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1984062
IBM Index Class Name
Application Correspondence
Doc Date
5/1/1984
Doc Name
RESPONSED TO ADEQUACY REVIEW LETTER DATED MAR 1 1984 FOR ENERGY MINE 3 FILE C-84-062
Media Type
D
Archive
No
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
45
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
<br />substantially less than the three year's time proven in 1974 reclamation. <br />The calculations presented use a reclamation period of 10 years. Also, <br />it is estimated that sediment transport will be further reduced using <br />contour furrows. <br />RESPONSE: <br />Table A of Exhibit 3, Life-of-dine IISL6 Calculations, was <br />produced to estimate sediment yield from tributatry watersheds over <br />the life of the impoundments. The "life" of the detention basins ie <br />assumed to be one year of mining and 10 yearn of reclamation under <br />the bond liability period. The parameters of the Universal Soil <br />Lose Equation (C and P) were determined based on average conditions <br />during the mining and reclamation phases of the operation. <br />Appropriate adustments to these parameters were made considering <br />productivity on revegetated areas and erosion control practices such <br />as contour furrows. The calculations in Table A are based on site- <br />specific, documented estimates (SCE Agronomy Note 50), and are <br />believed to be accurate. <br />e. If re-evaluation of the sediment yield increases the capacity <br />of the pond to above 2.0 acre-feet, then permanent water storage <br />rights are required. <br />The Hine No. 3 Detention Basin is designed considering the <br />following volumes: <br />-31- <br />
The URL can be used to link to this page
Your browser does not support the video tag.