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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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2.0 SettingRainbow trout are the same species as steelhead, but rainbow trout spend their entire life-cycle infresh w<strong>at</strong>er, while steelhead have an anadromous life history. Rainbow trout are currently present inthe <strong>Alameda</strong> <strong>Creek</strong> W<strong>at</strong>ershed, including in areas above and below the ACDD (SFPUC, 2004).There are well-documented reports <strong>of</strong> steelhead in the lower <strong>Alameda</strong> <strong>Creek</strong> channel below theBART weir (approxim<strong>at</strong>ely 10 miles upstream <strong>of</strong> San Francisco Bay and approxim<strong>at</strong>ely 18 milesdownstream <strong>of</strong> ACDD; Figure 1-1). This weir currently presents an impassable upstream migr<strong>at</strong>ionbarrier 4 (Gunther et al., 2000; Hayes, 2001). Small numbers <strong>of</strong> adult steelhead have been observed<strong>at</strong>tempting to pass the BART weir (Gunther et al., 2000), some <strong>of</strong> which have been reloc<strong>at</strong>ed abovethe weir and subsequently tracked to Stonybrook <strong>Creek</strong> (approxim<strong>at</strong>ely 13 miles upstream <strong>of</strong> SanFrancisco Bay and approxim<strong>at</strong>ely 15 miles downstream <strong>of</strong> ACDD), where they were observedspawning (San Jose Mercury News, 2008). Additional structures and n<strong>at</strong>ural cascades upstream <strong>of</strong>the BART weir also present obstacles for upstream movement <strong>of</strong> fishes (Gunther et al., 2000).A number <strong>of</strong> existing facilities under the jurisdiction <strong>of</strong> <strong>Alameda</strong> County W<strong>at</strong>er District (ACWD),ACFCWCD, California Department <strong>of</strong> W<strong>at</strong>er Resources, SFPUC, and Zone 7 W<strong>at</strong>er Agency, amongothers, strongly affect hydrological and fisheries habit<strong>at</strong> conditions in the <strong>Alameda</strong> <strong>Creek</strong> W<strong>at</strong>ersheddownstream <strong>of</strong> ACDD. Many <strong>of</strong> these structures and facilities have been in existence for well over80 years, and have resulted in substantial changes to the n<strong>at</strong>ural conditions th<strong>at</strong> existed before thetwentieth century when a steelhead run is presumed to have been present throughout the basin.Although built in the past, these existing facilities and influences continue to oper<strong>at</strong>e and affecthabit<strong>at</strong> conditions for steelhead in the <strong>Alameda</strong> <strong>Creek</strong> W<strong>at</strong>ershed. Some <strong>of</strong> these are direct barriers t<strong>of</strong>ish migr<strong>at</strong>ion; others pose various degrees <strong>of</strong> control/influence over habit<strong>at</strong> conditions (Gunther et al.,2000). The major facilities are listed below by sub-w<strong>at</strong>ershed.In the Arroyo de la Laguna Sub-W<strong>at</strong>ershed:■■■■Del Valle <strong>Dam</strong> and Reservoir/South Bay Aqueduct, including St<strong>at</strong>e W<strong>at</strong>er Project releases;Quarry lakes recharge facilities;Various channelized and culverted stream segments; andExpanding urban development <strong>of</strong> the Tri-Valley Area.In the Upper <strong>Alameda</strong> <strong>Creek</strong> Sub-W<strong>at</strong>ershed:■■■■■■Calaveras Reservoir and <strong>Dam</strong>;<strong>Alameda</strong> <strong>Creek</strong> <strong>Diversion</strong> <strong>Dam</strong> and Tunnel;Sunol Valley aggreg<strong>at</strong>e mining oper<strong>at</strong>ions and quarries;Turner <strong>Dam</strong> and San Antonio Reservoir;Sunol Valley infiltr<strong>at</strong>ion galleries; andPacific Gas and Electric Company (PG&E) pipeline crossing protection covering (drop structure).In the Lower <strong>Alameda</strong> <strong>Creek</strong> Sub-W<strong>at</strong>ershed:■■■ACWD’s upper, middle, and lower infl<strong>at</strong>able dams and quarry pit recharge facilities;BART weir; andACFCWCD channeliz<strong>at</strong>ion project.4 Although the BART weir is typically considered to be the impassable barrier th<strong>at</strong> is the farthest downstream in thew<strong>at</strong>ershed, a large infl<strong>at</strong>able dam, used for w<strong>at</strong>er division by the <strong>Alameda</strong> County W<strong>at</strong>er District, is downstream <strong>of</strong> theBART weir. Plans have been provided to have this rubber dam removed and found<strong>at</strong>ion notched in 2009 (CEMAR,2009).ACDD <strong>Passage</strong> June 2009 Page 2-13

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