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ISFAPPC01749
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ISFAPPC01749
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Last modified
3/28/2017 2:14:02 PM
Creation date
10/5/2006 10:43:40 PM
Metadata
Fields
Template:
Instream Flow Appropriations
Case Number
02CW0266
Stream Name
Chapman Gulch
Watershed
San Miguel River
Water Division
4
Water District
60
County
San Miguel
Instream Flow App - Doc Type
Supplemental Data
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<br />. <br /> <br />. <br /> <br />. <br /> <br />other words, the water quality of nearly all of the San Miguel's tributary streams is extremely <br />pure - pure to the point that electro fishing is not possible with standard electro fishing equipment. <br />Fish may exist in these streams but they are not readily sampled with standard electro fishing <br />gear. The CD OW believes that the lower reaches of these streams are used by fish that are <br />residents of the mainstem of the Howard's Fork San Miguel River and are important to the <br />overall fish community during some periods of the year (i.e. spawning, rearing, and refugia from <br />high flow events). CDOW also believes that the high quality water that is produced by the <br />tributary streams is extremely important to the impaired water quality of the Howard's Fork San <br />Miguel River. Mine drainage into the Howard's Fork San Miguel River and mill tailings piles <br />adjacent to the river are currently being cleaned up as a result of several small scale reclamation <br />efforts above the confluence with the South Fork of the San Miguel River. Dissolved levels of <br />heavy metals in the Howard's Fork continue to be a problem for the river's fishery but conditions <br />are improving; the high quality water from tributary streams such as Chapman Gulch are vital to <br />the continued improvement of water quality and the Howard's Fork's fish population. <br /> <br />Field Survey Data <br /> <br />CDOW and CWCB staff used the R2Cross methodology to quantify the amount of water <br />required to preserve the natural environment to a reasonable degree. The R2Cross method <br />requires that stream discharge and channel profile data be collected in a riffle stream habitat type. <br />Riffles are most easily visualized as the stream habitat types that would dry up first should <br />streamflow cease. This type of hydraulic data collection consists of setting up a transect, <br />surveying the stream channel geometry, and measuring the stream discharge. Appendix B <br />contains copies of field data collected for this proposed segment. <br /> <br />Biological Flow Recommendations <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 CDOW 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 />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 (Date), the <br />measured discharge at the time of the survey (Q), the accuracy range of the predicted flows <br />based on Manning Equation (240% and 40% of Q), the summer flow recommendation based on <br />meeting 3 of 3 hydraulic criteria and the winter flow recommendation based upon 2 of 3 <br />hydraulic criteria. <br /> <br />Table 1: Data <br /> <br />Party Date Q 250%-40% Summer (3/3) Winter (2/3) <br />DOW/CWCB 10/09/96 1.64 4.1 - 0.7 4.8(1) 1.8 <br /> . . . <br /> <br />BLM = Bureau of Land Management DOW = DIVISIon of WIldlife CWCB = Colorado Water ConservatIOn Board <br />(I) Predicted flow outside of the accuracy range of Manning's Equation. ? = Criteria never met in R2CROSS Staging Table. <br /> <br />- 3 - <br />
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