My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
BOARD00048 (2)
CWCB
>
Board Meetings
>
Backfile
>
1-1000
>
BOARD00048 (2)
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/16/2009 2:43:36 PM
Creation date
2/16/2007 1:28:03 PM
Metadata
Fields
Template:
Board Meetings
Board Meeting Date
9/19/2006
Description
ISF Section - Contested Instream Flow Appropriation Hearing - Elkhead and Armstrong Creeks
Board Meetings - Doc Type
Hearings
Jump to thumbnail
< previous set
next set >
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
378
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).
Show annotations
View images
View plain text
<br />the long-term persistence of each species. The success of such plans could potentially curtail the . <br />need for federal listing of these species under the Endangered Species Act (ESA). These species <br />are not currently federally listed" (See CDOW Fish Survey in Appendix B). <br /> <br />Field Survey Data <br /> <br />CDOW staff used the R2CROSS methodology to quantify the amount of water required to <br />preserve the natural environment to a reasonable degree. The R2CROSS method requires that <br />stream discharge and channel profile data be collected in a riffle stream habitat type. Riffles are <br />most easily visualized, as the stream habitat types that would dry up first should streamflow <br />cease. This type of hydraulic data collection consists of setting up a transect, surveying the <br />stream channel geometry, and measuring the stream discharge. Appendix B contains copies of <br />field data collected for this proposed segment. <br /> <br />Biological Flow Recommendation <br /> <br />The CWCB staff relied upon the biological expertise of the cooperating agencies to interpret <br />output from the R2CROSS data collected to develop the initial, biologic instream flow <br />recommendation. This initial recommendation is designed to address the unique biologic <br />requirements of each stream without regard to water availability. Three instream flow hydraulic <br />parameters, average depth, percent wetted perimeter, and average velocity are used to develop <br />biologic instream flow recommendations. The CD OW has determined that maintaining these <br />three hydraulic parameters at adequate levels across riffle habitat types, aquatic habitat in pools <br />and runs will also be maintained for most life stages of fish and aquatic invertebrates (Nehring <br />1979; Espegren 1996). <br /> <br />. <br /> <br />For this segment of stream, one data set was collected with the results shown in Table 1 below. <br />Table 1 shows who collected the data (Party), the date the data was collected, the measured <br />discharge at the time of the survey (Q), the accuracy range of the predicted flows based on <br />Manning's Equation (240% and 40% ofQ), the summer flow recommendation based on meeting <br />3 of 3 hydraulic criteria and the winter flow recommendation based upon 2 of 3 hydraulic <br />criteria. <br /> <br />Table 1: Data <br /> <br />Party Date Q 250%-40% Summer (3/3) Winter (2/3) <br />DOW 07/26/2005 0.42 1.0-0.2 1.0 0.4 <br /> <br />DOW = Division of Wildlife <br /> <br />Biologic Flow Recommendation _ <br />The summer flow recommendation, which met 3 of 3 criteria and is within the accuracy range of <br />the R2CROSS model is 1.0 cfs (See Table 1). The winter flow recommendation, which met 2 of <br />3 criteria and is within the accuracy range of the R2CROSS model range is 0.4 cfs (See Table 1). <br /> <br />Hydrologic Data <br />After receiving the cooperating agency's biologic recommendation, the CWCB staff conducted <br />an evaluation of the stream hydrology to determine if water was physically available for an <br />instream flow appropriation. The hydrograph below was derived from data collected by the <br />USGS stream gage for Elkhead Creek near Clark, CO (#09244500), which has a drainage area of <br /> <br />. <br /> <br />4 <br />
The URL can be used to link to this page
Your browser does not support the video tag.