My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
GENERAL32315
DRMS
>
Back File Migration
>
General Documents
>
GENERAL32315
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/24/2016 7:54:56 PM
Creation date
11/23/2007 7:15:55 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1981033
IBM Index Class Name
General Documents
Doc Date
7/8/1982
Doc Name
CLARIFICATION OF BEAR 3 STIPULATION RESPONSE
From
ACZ INC
To
MLRD
Permit Index Doc Type
STIPULATIONS
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.
/
46
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
Mr. Dan T. Mathews Page Three <br />July 8, 1982 <br />V. Operational Considerations <br />Bear Coal Company will comply with the requirements of Section <br />4.05.2(2). <br />Adequate storage µolume exists in the sediment control structure <br />to store sediment from runoff fora year. Bear Coal Company will <br />inspect and clean the sediment from the pond annually if <br />l necessary to ensure that adequate storage volume is maintained. <br />J An open orifice dewatering device/principal spillway will be <br />included and located in the sedimentation pond to avoid <br />I discharging water through the emergency spillway as the result of <br />a 10-year, 24-hour precipitation event. <br />As shown on the Drainage and Sediment Control Plan Flap (I.1ap S-1), <br />much of the portal bench and associated road will be graveled. <br />Drainage from the bench will flow through Ditch "A". The slopes <br />above the portal area will be seeded and stabilized as set forth <br />in Section 2.05.4 in Bear No. 3 application. <br />The conveyor system utilized to transport coal from the portal <br />area to the crushing and loading area will be routinely inspected <br />and maintained. Spillage of coal will be minimized by careful <br />operating procedures to minimize contributions of coal to the <br />' surface runoff which may occur front snowmelt and/or rainfall. <br />The high flow velocities through Ditches "A" and "B" result from <br />the grade at which the ditches must be constructed. The steep <br />' terrain requires that these ditches must be adjacent to the <br />access road. Because of the high velocities of flow, each ditch <br />will be lined with rip-rap material +6 inch in size as shown <br />' within Exhibit 11 of the Mining and Reclamation Plan. <br />Corresponding changes in the design of each ditch has been made <br />to incorporate a minimum of freeboard of 0.30 feet as shown on <br />' the attached Figure 4. <br />Stipulation No. 2 <br />The Colorado Highway Department has designed and will reconstruct the <br />river channel of the North Fork of the Gunnison River near the Bear <br />No. 3 Mine in Somerset to contain a 100-year flood event. <br />' Stipulation No. 3 <br />' As discussed in Section 2.04.7 of the Bear No. 3 application, <br />groundwater is not expected in the underground workings. However, to <br />comply with the request of the Division, a sump will be constructed in <br />the undergrounding workings to handle any water. <br />1 <br />A ~ ~ tNC. <br />
The URL can be used to link to this page
Your browser does not support the video tag.