My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2008-11-28_REVISION - M1990148
DRMS
>
Day Forward
>
Revision
>
Minerals
>
M1990148
>
2008-11-28_REVISION - M1990148
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
6/16/2021 5:48:21 PM
Creation date
12/2/2008 9:04:58 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1990148
IBM Index Class Name
REVISION
Doc Date
11/28/2008
Doc Name
Submittal
From
Kiowa County
To
DRMS
Type & Sequence
TR1
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.
/
6
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
KIOWA COUNTY <br />P.O. BOX 100 <br />EADS, CO 81036 <br />GRAY GRAVEL PIT # M-1990-148 <br />RECLAMATION PLAN <br />REVISED 11/24/2008 <br />In view of the transient nature of the streambed of Adobe Creek, where the gravel pit <br />operations and any reclamation efforts would occur, it is believed that an elaborate and <br />intensive reclamation plan would not be necessary. After one heavy rainfall Adobe Creek could <br />greatly alter or completely obliterate the reclamation plan. Efforts should be as simple and low <br />cost as possible, while at the same time being of value in improving the site for wildlife and <br />livestock uses. <br />It is from that aspect that Kiowa County suggests several possible ways to proceed with a plan <br />for the site: <br />• Remove the surface sand and gravel <br />• Grade the disturbed soil to the general slope of the streambed <br />• Excavate a minimum work basin to intercept the natural stream channel at a <br />perpendicular angle <br />• Use the natural stream channel where possible for inlets and outlets on the work basins. <br />The inlet and outlet are on opposite ends of the basins and are channeled or blended <br />into the natural stream channel. Side slopes will be no less than 2:1 <br />• The working basin will be reclaimed once extraction of the sand and gravel ends. <br />• The basin will be back filled when the creek flows through the inlets and outlets. <br />• After all grading and shaping is completed all disturbed areas devoid of natural <br />vegetation will be seeded to adapt to native grasses <br />• A saline tolerant willow will be planted around the inside slope of the pit <br />The properties of the Haverson clay loam that underlies all the gravel deposits, nearly precludes <br />the need to remove material beyond the depth of the original soil surface. The Haverson soil is <br />unsuitable for sand or gravel due to excess fines. The exception would be the additional <br />removal of soil below the original surface to be used as road fills. Haverson soil is rated as good <br />for use as such. <br />The permitted area is irregular and follows a stream channel from which the material is <br />removed for use. There is no over burden, topsoil or stockpile to remove from the extraction <br />areas for later reclamation purposes. <br />Planning for the potential use of the Haverson soil material, in addition to removal of sand and <br />gravel deposits, dictates the use of a more involved but simple reclamation operation. The <br />primary concern of the plan is the flooding hazard to any activities in the streambed. The main <br />difference is the incorporation of excavated sediment basins to intercept flood flows. Such <br />basins would help diminish the erosion caused by flood flows, reduce sediment and provide <br />some protection to downstream operations. During non flood periods the basins could provide <br />open water areas for wildlife and livestock as water is available to fill them. Eventually the <br />basins would fill with sand and gravel and could be excavated for that material.
The URL can be used to link to this page
Your browser does not support the video tag.