My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
PERMFILE52395
DRMS
>
Back File Migration
>
Permit File
>
600000
>
PERMFILE52395
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/24/2016 10:56:12 PM
Creation date
11/20/2007 3:18:58 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1981008A
IBM Index Class Name
Permit File
Doc Date
7/30/2007
Section_Exhibit Name
Section 2.05.3(3) Mine Facilities
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.
/
56
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 logical location for the temporary route is south along the east side of the Martin property, then <br />Once mining moves west of 2700 Road and the area is restored to its approximate original contour, <br />the temporary line can be moved into the permanent location in the winter of 2004-2005. The <br />permanent pipeline will be ready for use in the irrigation season of 2005. <br />in a curve on the reclaimed area below BB Road and then west to meet the existing ditch <br />immediately before it enters the existing culvert under 2700 Road. This is a distance of <br />approximately 3800 feet. Review of the final contours in the existing reclaimed area shows that <br />there is a rise in the reclaimed land along the temporary route, thus it is not possible to put the <br />temporary route in as an open ditch. For this reason, some type of pipeline is needed. The <br />Reeder/Garret/Johnson takeoff will be supplied by smaller pipe that will leave the main pipe near <br />the exit and continue north along 2700 Road to the existing distribution box. <br />W FC has received approval from the CC Company for the pipeline. <br />Design Details <br />1) The pipeline will be a continuous fused polyethylene pipe of 28 inch outside diameter with <br />• no joints that will roll with the terrain. This pipe is the best choice for tough applications and long <br />term durability. <br />2) The pipe wall thickness of 1.33 inches is resistant to weather and wear and will remain <br />flexible. The polyethylene material is made to last indefinitely. <br />3j Other specifications: 80 psi rating (more than adequate), inside diameter 25.33 inches, <br />length of approximately 4000 feet. <br />4) The pipe has excellent flow characteristics and will handle 25 cfs during the 6 years of <br />temporary installation and will pass 38 cfs for the permanent location. All takeoffs for irrigation in <br />the permanent line will be based on a main pipe flow of 38 cfs. <br />5) Each takeoff will have a valve and weir for control and measurement of the outflow. <br />6) The pipe is extremely durable and will avoid many pitfalls of other pipe types. <br />7) The temporary pipe will be laid on the surface while the permanent pipe will be buried. The <br />• permanent line will not interfere with any post-reclamation land uses. <br />(Revised July 2006) 2.05.3(3)-54 <br />
The URL can be used to link to this page
Your browser does not support the video tag.