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Evaluation of Diversion Structures I <br />Williams Ditch I <br />The Williams Ditch is located upstream of the Town of Hayden above occupied and <br />designated critical habitat. The diversion structure consists of a two part temporary instream <br />structure of gravel alluvium fully blocking the river and angling slightly upstream from river <br />left to river right. The structure is split into two parts by a small island; the main portion fully <br />blocks the right river channel while the left portion contains a gravel-lined low-flow channel. <br />Flow is diverted into a short ditch and headgate on the left bank. The gravel diversion on the <br />left side causes about a 1-1/2 foot drop in water surface and appears to be re-constructed ' <br />frequently but not annually (it -a re-constructed in 1994). The main channel berm is re- <br />constructed annually, usually during August, by pushing gravel alluvium into place. <br />Frequent re-construction practices have created a large braided channel area downstream , <br />of the diversion structure, though the left channel appears to remain navigable by watercraft <br />and fish. Like many other diversion structures built up of river alluvium, the most significant <br />impact of this structure is probably to benthic organisms. Other impacts may result from fine <br />sediment that enters the water column during construction. Based on conditions observed during <br />August, 1994, passage at this structure is possible and it is believed that it would usually not <br />present a significant obstacle to endangered fishes; however, there is a moderate amount of habitat <br />disturbance associated with it. <br />Walker Irrigating Ditch <br />This diversion structure was visited in the winter making it difficult to assess all features of <br />it. It lies upstream of the Town of Hayden roughly due north of the Hayden Station. It consists <br />of two gravel berms constructed to divert and retain water in an old channel of the river which <br />was cut-off during the high flows of 1984. A gravel berm has been placed in the new main <br />channel to direct water into the old channel on river left. A second gravel berm is constructed <br />below the headgate on the left bank to maintain the water level in the old channel and direct flow <br />toward the headgate. A portion of the lower berm has a low-flow notch constructed in it. It , <br />appears that portions of this diversion are re-constructed annually. <br />The main gravel berm across the new river channel was not examined close-up, but it is ' <br />suspected to completely, though temporarily, block the river. The low-flow notch in the berm in <br />the old channel appears to be navigable by fish and boats at most river stages. Annual re- <br />construction activities have resulted in local disturbance of riverine and riparian habitats, although <br />snow cover prevented a thorough assessment of the extent of this impact. Based on the somewhat <br />limited information available, it is believed that maintenance of this structure has a moderate <br />impact on riverine and riparian habitat and that the structure presents a moderate obstacle to fish <br />passage. ' <br />Shelton Ditch 1 <br />The Shelton Ditch is located roughly three river miles below the Walker Ditch but still <br />upstream of Hayden and upstream of both occupied and designated critical habitat. The <br />diversion consists of a temporary instream berm constructed annually of gravel alluvium and <br />fully blocking the river at the head of a right-hand river bend. The berm is angled slightly <br />upstream toward the right bank and directs flow to a headgate and ditch on the left bank. The <br />3-2 1