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Feasibility of Fish Passage at Alameda Creek Diversion Dam

Feasibility of Fish Passage at Alameda Creek Diversion Dam

Feasibility of Fish Passage at Alameda Creek Diversion Dam

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<strong>Feasibility</strong> <strong>of</strong> <strong>Fish</strong> <strong>Passage</strong> <strong>at</strong> <strong>Alameda</strong> <strong>Creek</strong> <strong>Diversion</strong> <strong>Dam</strong>Trap and haul was also evalu<strong>at</strong>ed, and was determined to be potentially suitable for steelhead passage<strong>at</strong> ACDD due to its ability to move immigr<strong>at</strong>ing fish past ACDD, and past Little Yosemite. LittleYosemite is a high-gradient reach <strong>of</strong> <strong>Alameda</strong> <strong>Creek</strong> with exposed bedrock and large bouldersapproxim<strong>at</strong>ely 2 miles downstream <strong>of</strong> ACDD th<strong>at</strong> may limit the ability <strong>of</strong> future steelhead to accessthe reach immedi<strong>at</strong>ely below the diversion dam. Trap and haul <strong>at</strong> ACDD would involve trappingimmigr<strong>at</strong>ing adult steelhead below the dam (or below Little Yosemite) and hauling them to a releasesite above ACDD. Trap and haul would not require collection or reloc<strong>at</strong>ion <strong>of</strong> emigr<strong>at</strong>ing steelheadbecause fish screen bypass flows would provide safe downstream passage <strong>at</strong> ACDD and LittleYosemite is not expected to significantly affect potential steelhead emigr<strong>at</strong>ion. Due to the uncertainty<strong>of</strong> passage conditions <strong>at</strong> Little Yosemite, trap and haul is retained in the analysis as a technologicallyfeasible option for providing passage.<strong>Fish</strong> ladders were determined to be suitable for use <strong>at</strong> ACDD, contingent upon steelhead being able toimmigr<strong>at</strong>e through Little Yosemite. The advantage <strong>of</strong> fish ladders over fish lifts and trap and haul isth<strong>at</strong> they provide volitional passage with minimal handling and associ<strong>at</strong>ed stress to the fish, comparedto other fish passage methods. Two potential ladder configur<strong>at</strong>ions were evalu<strong>at</strong>ed for use <strong>at</strong> ACDD,a short fishway th<strong>at</strong> would provide an exit for fish immedi<strong>at</strong>ely above ACDD, and a long fishway th<strong>at</strong>would provide an exit for fish approxim<strong>at</strong>ely 400 feet farther upstream, above the hydrologicinfluence <strong>of</strong> the dam. Both fishways would involve construction around ACDD on the right bank <strong>of</strong><strong>Alameda</strong> <strong>Creek</strong>; the near-vertical rock wall and presence <strong>of</strong> existing facilities limit the feasibility <strong>of</strong>constructing a fish ladder on the left bank <strong>of</strong> the channel. Although both configur<strong>at</strong>ions arepotentially feasible, a long fishway th<strong>at</strong> joins <strong>Alameda</strong> <strong>Creek</strong> upstream <strong>of</strong> the hydraulic influence <strong>of</strong>ACDD may <strong>of</strong>fer gre<strong>at</strong>er control over the flows th<strong>at</strong> pass down the fishway than a short fishway th<strong>at</strong>joins <strong>Alameda</strong> <strong>Creek</strong> immedi<strong>at</strong>ely upstream <strong>of</strong> the dam. Therefore, the long fishway concept iscarried forward for further analysis in the technical memorandum.Design components th<strong>at</strong> were determined to be suitable for providing fish passage <strong>at</strong> the ACDD basedon the first tier <strong>of</strong> analysis were then evalu<strong>at</strong>ed based on estim<strong>at</strong>ed capital, oper<strong>at</strong>ions, andmaintenance costs. The estim<strong>at</strong>ed total capital cost <strong>of</strong> design components associ<strong>at</strong>ed with a fishladder passage option and a trap and haul passage option are <strong>of</strong> a similar order <strong>of</strong> magnitude($23.7 and $21.7 million, respectively), more than half <strong>of</strong> which is the estim<strong>at</strong>ed cost <strong>of</strong> fish screens<strong>at</strong> the ACDT. Including the estim<strong>at</strong>ed w<strong>at</strong>er costs, the order-<strong>of</strong>-magnitude capital and oper<strong>at</strong>ing andmaintenance cost for fish passage with screening <strong>at</strong> ACDD, annualized over a period <strong>of</strong> 30 years, isestim<strong>at</strong>ed <strong>at</strong> approxim<strong>at</strong>ely $4 million annually for either a fish ladder or trap and haul passageoption. In both cases, more than $3 million <strong>of</strong> the estim<strong>at</strong>ed annual cost is associ<strong>at</strong>ed with screens. Asignificant portion <strong>of</strong> the annual cost <strong>of</strong> passage <strong>at</strong> the ACDD is estim<strong>at</strong>ed to be lost w<strong>at</strong>er diversionopportunity cost.This memorandum also presents preliminary analysis <strong>of</strong> the potential biological benefit <strong>of</strong> providingpassage for steelhead <strong>at</strong> ACDD. Portions <strong>of</strong> <strong>Alameda</strong> <strong>Creek</strong> above ACDD do not have perennialflow; therefore, above ACDD fish habit<strong>at</strong> is limited during the dry season. A comprehensive survey<strong>of</strong> available habit<strong>at</strong> above ACDD has not been conducted, and it is unknown whether spawning andjuvenile rearing habit<strong>at</strong> above ACDD is sufficient to support a self-sustaining popul<strong>at</strong>ion. If thequantity and quality <strong>of</strong> habit<strong>at</strong> are not sufficient to support a self-sustaining popul<strong>at</strong>ion above ACDD,provision <strong>of</strong> passage could still contribute to a steelhead metapopul<strong>at</strong>ion in the <strong>Alameda</strong> <strong>Creek</strong>W<strong>at</strong>ershed, if additional subpopul<strong>at</strong>ions are established in other reaches.CONCLUSIONSAn effort to establish steelhead access above the ACDD would have a reasonable probability <strong>of</strong>success based on this preliminary analysis. While a fish ladder is a technologically feasible option forACDD <strong>Passage</strong> June 2009Page ES-2

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