My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
PERMFILE129948
DRMS
>
Back File Migration
>
Permit File
>
300000
>
PERMFILE129948
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/24/2016 10:30:54 PM
Creation date
11/25/2007 8:26:34 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1981008A
IBM Index Class Name
Permit File
Doc Date
7/3/2007
Section_Exhibit Name
Section 2.04.7 Hydrology Description
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.
/
58
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
• monitored tributaries to the main channel have gradients from 4 up to 16 times as great as the <br />main channel reach. The gradient for the reach adjacent to and north of the permit area for Tuttle <br />Draw is 0.0015 ftlft, (see Table 7-37 of Volume B New Horizon 1 Reclamation Plan). <br />Predicted Peak Flows <br />The annual mean and peak discharges were predicted for both Tuttle Draw and Calamity Draw <br />using techniques outlined in the USGS Water Resources Investigations Report 85-4086 titled <br />Estimation of Natural Streamflow Characteristics in Western Colorado (Kircher et al. 1985). The <br />techniques used to predict discharge characteristics ofTuttle Drawand Calamity Draw involved the <br />use of regression relationships determined from historical streamflow records in Western Colorado. <br />Basin parameters and precipitation records were used to correlate discharge characteristics offour <br />different regions of Western Colorado: 1) Mountain; 2) Rio Grande: 3) Southwest and; 4) <br />Northwest. <br />• Using the regression model for the southwestern region, the mean annual discharge and peak <br />discharges from the 2-, 5-, 20-, 25-, 50-, 100- and 500-year recurrence intervals were predicted at <br />two locations each in both Tuttle and Calamity draw. For both draws, discharge characteristics <br />were calculated for the entire drainage (at the mouths), and at the most downstream surface water <br />monitoring site in each Draw (SW-N3, Tuttle Draw and SW-N103, Calamity Draw, see Map 2.04.7- <br />1A). See also Table 7-38, Volume B of New Horizon 1 Reclamation Plan. <br />Streams -Flow <br />This section preserits discussions of flow data collected at surface water monitoring sites <br />established at the New Horizon 2 mining area. All historic data (prior to December,1987) for each <br />site has been compiled and is presented in Attachment 2.04.7-8 (Peabody Appendix 7-5}. The <br />reader should refer to Map 2.04.7-1 to find stream monitoring site locations. <br />Calamity Draw. Flow variability in Calamity Draw is artificially controlled by irrigation water for <br />most of the year. From about mid-April torrid-October, the West Lateral irrigation ditch (managed <br />. by the CCC) is in continuous operation. Exact dates for turning this ditch on and off varies from <br />REVISED JULY 2006 2.04.7-30 <br />
The URL can be used to link to this page
Your browser does not support the video tag.