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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>about 18 miles <strong>of</strong> accessible salmonid habit<strong>at</strong> (MMWD, 2007). During most years, the w<strong>at</strong>ershedsupports 8 to 16 steelhead redds per mile. Redds are concentr<strong>at</strong>ed in stream reaches where substr<strong>at</strong>eand flow are favorable. Localized redd densities within favorable reaches have been observed as highas 35 redds per mile during some years. Across different w<strong>at</strong>ersheds, redd density is highly variable,depending on individual river and stream characteristics. Maahs and Gilleard (1993) report th<strong>at</strong> foreight coastal Mendocino County streams, redd (assumed to be mostly steelhead) densities in Februaryrange from much less than 1 redd per mile up to approxim<strong>at</strong>ely 5 redds per mile. Steelhead reddsurveys in the much larger, interior Fe<strong>at</strong>her River <strong>of</strong> California during 2003 indic<strong>at</strong>ed redd counts <strong>of</strong>36 per mile, with nearly all redds concentr<strong>at</strong>ed within a few miles <strong>of</strong> the river system (DWR, 2003).Based on these d<strong>at</strong>a, future steelhead redd density above ACDD is estim<strong>at</strong>ed to have a potential rangefrom 1 to 35 per mile.Given the above estim<strong>at</strong>e <strong>of</strong> between 4 and 10 miles <strong>of</strong> potentially suitable steelhead habit<strong>at</strong> aboveACDD, and the expect<strong>at</strong>ion <strong>of</strong> between 1 and 35 redds per mile, the habit<strong>at</strong> above ACDD may becapable <strong>of</strong> supporting between 4 (1 redd/mile × 4 miles <strong>of</strong> habit<strong>at</strong>) and 350 (35 redds/mile × 10 miles<strong>of</strong> habit<strong>at</strong>) steelhead redds annually, with the actual value likely lying somewhere in between. Basedon this estim<strong>at</strong>e, it may be possible for habit<strong>at</strong> above ACDD to sustain a popul<strong>at</strong>ion <strong>of</strong> steelhead (seeAppendix C). If the quantity and quality <strong>of</strong> habit<strong>at</strong> above ACDD are insufficient to independentlysustain a popul<strong>at</strong>ion <strong>of</strong> steelhead, then it is likely sufficient to sustain a subpopul<strong>at</strong>ion large enough tocontribute to a steelhead metapopul<strong>at</strong>ion in the <strong>Alameda</strong> <strong>Creek</strong> W<strong>at</strong>ershed, if subpopul<strong>at</strong>ions are alsoestablished <strong>at</strong> other loc<strong>at</strong>ions.6.3 ENVIRONMENTAL CONSIDERATIONSThis section summarizes non-steelhead environmental consider<strong>at</strong>ions including biology, wetlands,and cultural resources rel<strong>at</strong>ed to fish passage <strong>at</strong> ACDD. Construction and oper<strong>at</strong>ion <strong>of</strong> fish passagewould result in some unavoidable adverse environmental impacts. Such impacts are typical whenconstructing nearly any type <strong>of</strong> project in n<strong>at</strong>ural lands in California, and should not be consideredprohibitive, but this would certainly add to the overall cost <strong>of</strong> providing fish passage. In addition toevalu<strong>at</strong>ing the design components as in the previous sections, the environmental impacts associ<strong>at</strong>edwith construction and oper<strong>at</strong>ion <strong>of</strong> the different design components also should be considered beforeimplementing fish passage. Impacts may require permitting, minimiz<strong>at</strong>ion, and mitig<strong>at</strong>ion.While the specific impacts <strong>of</strong> fish passage as evalu<strong>at</strong>ed in this technical memorandum would beaddressed separ<strong>at</strong>ely in specific permitting documents, the types <strong>of</strong> impacts th<strong>at</strong> could potentiallyoccur could include:■■■■Interference with the movement <strong>of</strong> resident fish species;Some localized placement <strong>of</strong> fill in jurisdictional w<strong>at</strong>ers <strong>of</strong> the United St<strong>at</strong>es, including wetlands,th<strong>at</strong> are regul<strong>at</strong>ed under the federal Clean W<strong>at</strong>er Act, to construct fish passage facilities andinfrastructure;Limited loss or degrad<strong>at</strong>ion <strong>of</strong> riparian habit<strong>at</strong>s regul<strong>at</strong>ed by the CDFG under the <strong>Fish</strong> and GameCode <strong>at</strong> loc<strong>at</strong>ions where facilities are constructed; andLimited loss or degrad<strong>at</strong>ion <strong>of</strong> habit<strong>at</strong>s th<strong>at</strong> are potentially used by special st<strong>at</strong>us species(federally or st<strong>at</strong>e-listed, or st<strong>at</strong>e species <strong>of</strong> concern), including the California red-legged frog, thefoothill yellow-legged frog, the California tiger salamander, and <strong>at</strong> least one species <strong>of</strong> b<strong>at</strong> <strong>at</strong>loc<strong>at</strong>ions where facilities are constructed or roadwork is required.ACDD <strong>Passage</strong> June 2009 Page 6-6

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