My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2021-12-03_REVISION - M2011049
DRMS
>
Day Forward
>
Revision
>
Minerals
>
M2011049
>
2021-12-03_REVISION - M2011049
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
1/12/2025 7:10:59 AM
Creation date
12/6/2021 8:56:41 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M2011049
IBM Index Class Name
Revision
Doc Date
12/3/2021
Doc Name
Request for Technical Revision
From
Blue Earth Solutions
To
DRMS
Type & Sequence
TR1
Email Name
AME
MAC
AWA
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.
/
75
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
4. Hydrology and Hydraulics <br /> 4.1 Inflow Hydrology <br /> The Overland Ponds and Treiber Pits are off-channel, below grade storage reservoirs. The <br /> reservoirs are disconnected from the overland hydrology and the only surface water inflow is <br /> from precipitation or pumped water. The Tri-Districts have ditch shares in the New Mercer <br /> Ditch Company and have rights to convey up to 10 cfs from the New Mercer Ditch into <br /> Overland Ponds Pond 1. <br /> The Tri-Districts have the water rights for 93 cfs, which is conveyed via the Pleasant Valley <br /> Pipeline. However, there is currently not a pipeline which connects the Pleasant Valley <br /> Pipeline and the Overland Ponds-and Treiber Pits. The Tri-Districts intend to construct a <br /> future branch line from the Pleasant Valley Pipeline to the project site. <br /> The Cache la Poudre River flows to the north of the Treiber A and Treiber B ponds and is <br /> hydraulically connected to the river and the groundwater system. As part of a system-wide <br /> reclamation plan, the Tri-Districts have constructed a slurry wall around Treiber A. Future <br /> cutoff-walls or slope liners are planned to hydraulically disconnect Treiber B from the river <br /> and groundwater. Future reclamation activities within Currie A, and Currie B are unknown <br /> at this time. <br /> 4.2 Interconnect Configuration <br /> Each interconnect consists of an upstream gated intake structure, interconnect pipeline, and a <br /> downstream impact basin with riprap lining. The components of the design are described <br /> further below. <br /> Calculations for the capacity of the interconnects at maximum discharge and normal water <br /> surface conditions are shown in Appendix D. <br /> A summary of selected design data for the interconnects is presented in Table 3. <br /> G E I Hydrology and Hydraulics I f0 <br />
The URL can be used to link to this page
Your browser does not support the video tag.