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Last modified
7/14/2009 5:02:31 PM
Creation date
6/1/2009 12:46:17 PM
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Template:
UCREFRP
UCREFRP Catalog Number
7884
Author
Hydrosphere Resource Consultants.
Title
Reconnaissance Evaluation of Yampa River Diversion Structures.
USFW Year
1995.
USFW - Doc Type
Boulder, CO.
Copyright Material
NO
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<br /> Evaluation of Diversion Structures <br />' b <br /> erm has a constructed rock-lined low-flow notch at its far right end. The diversion causes <br /> about a one-foot drop in water surface and appears to be partly reconstructed every year using <br /> alluvium from the downstream area. This has caused a braided channel to form downstream of <br /> the diversion. <br />' The low-flow notch in this structure is constructed of large rip-rap. The space between the <br />rip-rap is probably large enough for fish to pass but the lack of a well-defined downstream <br />approach may delay fish passage through the structure. This type of structure could be a <br />' moderate obstacle to upstream passage if the rock rip-rap is placed too close together. The <br />disturbance associated with annual reconstruction poses a moderate impact to riverine and riparian <br />habitat. <br />Cary Ditch <br />The Cary Ditch is located downstream of Hayden, above designated critical habitat but <br />possibly within occupied habitat. The structure consists of a semi-permanent berm, <br />constructed of gravel alluvium, fully blocking the main (right) channel of the river at the <br />downstream end of a large island. This berm directs flow to a headgate on the right river bank <br />adjacent to Highway 40. Construction of this main berm is facilitated by the construction of a <br />second gravel berm at the head end of the island. This second berm serves as a "cofferdam" <br />' to divert flow around the left side of the large island while the main berm is re-built; the second <br />berm is then partly breached once the main diversion is constructed. A third smaller gravel <br />berm blocks the left river channel apparently to create a pool for an unrelated pump diversion <br />on the left bank. The main gravel berm near the Cary Ditch headgate causes about a 1.5-foot <br />drop in water surface. The diversion requires partial reconstruction every year. <br />' Local habitat disturbance at the Cary Ditch diversion is higher than any other structure <br />visited. Periodic construction of the diversion dam has caused a large braided area to develop <br />downstream. Similar habitat disturbance exist at the two other gravel berm sites. The rock <br />base of the main diversion dam may allow fish passage, but is believed to represent a moderate <br />obstacle to such movement. <br />' Brock Ditch <br />The Brock Ditch diversion is located roughly seven miles upstream of the confluence of <br />Elkhead Creek, above designated critical habitat but possibly within occupied habitat. The <br />diversion consists of an inlet channel on the right bank of the river leading to a headgate set in a <br />concrete wall. There is evidence of some instream construction of a gravel berm, but this appears <br />to be several years old. There is currently no structure within the river channel. Accordingly, <br />the Brock Ditch diversion is believed to have little potential effect on migrating fish species. <br />' Deep Cut Ditch <br />The Deep Cut Ditch is located about four miles east of the City of Craig and below the <br />Elkhead Creek confluence. It is above designated critical habitat but possibly within occupied <br />habitat. The diversion consists of a temporary gravel berm blocking about 75 percent of the <br />river and extending from the upper end of an island near the left bank upstream to the right <br />' bank. The berm, which directs river flow into the side channel between the left bank and the <br />1 3-3
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