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2015-12-11_PERMIT FILE - C1981008 (2)
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2015-12-11_PERMIT FILE - C1981008 (2)
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Last modified
8/24/2016 6:13:18 PM
Creation date
1/5/2016 1:17:22 PM
Metadata
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Template:
DRMS Permit Index
Permit No
C1981008A
IBM Index Class Name
Permit File
Doc Date
12/11/2015
Doc Name
Mine Facilities
Section_Exhibit Name
Section 2.05.3(3) Table of Contents & Mine Facilities
Media Type
D
Archive
Yes
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The logical location for the temporary route is south along the east side of the Martin property, <br />then 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 <br />near the exit and continue north along 2700 Road to the existing distribution box. <br />Once mining moves west of 2700 Road and the area is restored to its approximate original <br />contour, the temporary line can be moved into the permanent location in the winter of 2004- <br />2005. The permanent pipeline will be ready for use in the irrigation season of 2005. <br />1. Design Details <br />1. The pipeline will be a continuous fused polyethylene pipe of 28 inch outside diameter <br />with no joints that will roll with the terrain. This pipe is the best choice for tough <br />applications and long 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 />3. Other specifications: 80 psi rating (more than adequate), inside diameter 26.33 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 <br />irrigation in 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. <br />The permanent line will not interfere with any post -reclamation land uses. <br />8. A pressure regulator will be placed in the line near the exit to control flow in the entire <br />pipe. <br />Page 2.05.3(3)-48 October 2015 (TR -69) <br />
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