My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2003-03-31_REVISION - M1977344 (2)
DRMS
>
Day Forward
>
Revision
>
Minerals
>
M1977344
>
2003-03-31_REVISION - M1977344 (2)
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
6/15/2021 2:55:54 PM
Creation date
11/21/2007 8:36:53 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1977344
IBM Index Class Name
Revision
Doc Date
3/31/2003
Doc Name
Response to Adequacy Review
From
Holcim
To
DMG
Type & Sequence
AM1
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.
/
41
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
Division of Minerals and Geology <br />March 31, 2003 <br />Page 13 of 17 <br />Response: <br />As shown on the attached drawings, the new design of the channel is all cut, with a limited <br />number of low berms on the channel sides at a few locations. Refer to Figure C-9 for typical <br />berm details. <br />c. Describe how the clay-lined portion of the channel will be constructed (lift thickness, <br />compaction method, etc.) <br />Response.• <br />There is no longer a clay lined portion, as realignment eliminated the need for seepage control. <br />d. The operator should provide <br />anticipated maximum flow, for <br />conditions). <br />detailed hydrologic information, including the <br />the 100 year-14 hour precipitation event (saturated <br />Response: <br />Please see the attached hydraulic modeling study, which provides the technical basis for the 100 <br />year flood event. <br />e. Does the operator plan to construct drop structures/energy dissipaters at the outlet of <br />the last component of the constructed channel/creek? If so, provide plans and <br />specification for construction of the dissipaters. <br />Response: <br />Please see Figure C-9, attached. <br />f. Are there any current plans to construct erosion control structures in the last <br />component of the revised drainage? Ijnot, why not? Significant precipitation events <br />will increase runoff though the existing arroyo (the drainage will need to convey all <br />water from the upland watershed plus all of the newly introduced runoff. The extra <br />runoff may increase the chances that flood conditions will occur in the ravine, since <br />there isn't much room for the flow to spread out until it gets to the Arkansas River. <br />Provided plans for erosion control in this area and specification for any needed <br />structures. <br />Response: <br />This issue has been eliminated by the new diversion alignment. Figures C-5 and C-9 indicate <br />erosion control measures at the outlet of the diversion. <br />Exhibit H-Wildlife Information <br />Item No. 32 <br />The Colorado Division of Wildlife in reviewing your application recommended alternatives to the <br />diversion of Bear Creek for 7, ISS feet based on impacts to wildlife and dhe cumulative impacts <br />Holcim Response to Amendment Adequacy Review.doc <br />
The URL can be used to link to this page
Your browser does not support the video tag.