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Last modified
1/26/2010 3:13:29 PM
Creation date
10/12/2006 4:23:06 AM
Metadata
Fields
Template:
Water Supply Protection
File Number
8240.300.31.B
Description
San Juan River - FWS Flow Recommendations
Basin
San Juan/Dolores
Water Division
7
Date
2/1/1999
Title
Response to Comments on the Flow Recommendations for the San Juan River Draft Report (December 4 1998)
Water Supply Pro - Doc Type
Report/Study
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<br /><::> <br /> <br />reader that what is presented is a range of possibilities given probable conditions and that the <br />recommendations made are preliminary and based on best available information at the time. <br /> <br />l~ <br />..... <br />~)' <br />c..;t <br />QO <br /> <br />Success of the San Juan Recovery Program depends upon a positive response of the targeted fishes <br />to the flow recommendations. A standardized monitoring program that focuses on specific <br />biological response variables (e.g., larval fish density below known spawning areas,juvenile density <br />in autumn from critical habitats, numbers of adult fishes on spawning areas) within a hydrologic and <br />geomorphic context is.essential for at least a decade. Because the Program uses an adaptive <br />approach the models and flows can be adjusted during the monitoring as information is gained. <br /> <br />General Suggestions for Improvement <br />Non-native fishes. The report does an excellent job of describing lhe documented and suspected <br />impacts of non-native fishes to the targeted fishes. Additionally, it is indicated that a more natural <br />hydrograph may benefit native over non-native fishes. However, it is unlikely that non-natives will <br />be extirpated by a natural flow regime and their continued impact may remain an impediment to <br />achieving the full restoration potential of the native San Juan fish fauna. I suggest this reality be <br />considered in relation to expectations of the benefits of restoring a natural hydrograph and <br />incorporated into your adaptive management strategies. RESPONSE: The Biology Committee is <br />well aware of this potential and has incorporared it into its future activities. <br /> <br />The amount of methodological details in Chapter 4: Response to Research Flows, seems excessive <br />and out of balance relative to the biological information presented elsewhere. 1 believe it detracts <br />from the reader grasping the main geomorphic effects of whal the research flows accomplished. <br />Perhaps methodological details and the hydrological nuances should be summarized elsewhere. In <br />general, a bit more even treatment of biological and physical information is suggested. Having <br />biologists edit the physical sections and visa-versa is a good approach to accomplish this. <br />RESPONSE: We understand the basis of the concern. However, since the flow recommendations <br />are based so heavily in the hydrology/geomorphology relationships, earlier drafts were criticized <br />by others for not including sufficient detail. The detail was added in response to those criticisms. <br /> <br />If high flows are required to move materials and they ultimately move through the system. Where <br />do new materials (e.g. cobble) come from? Contrasting lhe relative importance of lateral sources <br />(some of which may come from bank erosion of adjacent private lands) and downstream transport <br />in a system where Navajo Dam has reduced supply is an important consideration. What will be a <br />range of projected channel configurations in 50 years and where will cobble come from if the system <br />is laterally and longitudinally constrained, or is it? RESPONSE: Navajo Dam cut off the upstream <br />cobble source. The Animas River still provides a small cobble source from upstream as does the <br />LaPlata River (both unregulated). It is likely that the bulk of the new cobble in the system will come <br />from bank erosion and newly formed secondary channels created during over-bank flow events. <br />With aflow regime reduced from historic pre-dam conditions, cobble transport is also reduced. <br />Fortunately, the channel is not laterally constrained over much of its length once on the Navajo <br />Reservation (Below RM 158). While we have not attempted to predict the long term cobble balance. <br /> <br />Comments and Responses <br /> <br />Flow Recommendations Drah Report <br /> <br />Galat-2 <br />
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