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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Appendix A Minimum Viable Popul<strong>at</strong>ion Size Technical Inform<strong>at</strong>ionLong <strong>Fish</strong>wayTable A-2Estim<strong>at</strong>e <strong>of</strong> Annual O&M Costs (Continued)Item Quantity Unit Cost Amount TotalLabor $61,068Maintenance person labor cost (average 3.0 hrs/day) 0.38 FTE 133,500 50,730Seasonal fish technician labor cost (average 3.0 hrs/day for 120-daypeak immigr<strong>at</strong>ion period) 0.12 FTE 63,900 7,668Annual inspections and maintenance (assume 2 people for 3 dayperiod) labor cost 0.01 FTE 267,000 2,670M<strong>at</strong>erial Costs $52,510Estim<strong>at</strong>ed <strong>at</strong> 0.5% <strong>of</strong> total capital cost (see Table 5-1) 0.005 10,502,000 52,510Total Annual O&M Costs $113,578Confluence <strong>Fish</strong> FacilityLabor $66,294<strong>Fish</strong>eries biologist labor cost (average 4.0 hrs/day for 5-month oper<strong>at</strong>ingperiod) 0.21 FTE 133,500 28,035Driver/Maintenance person labor cost (average 4.0 hrs/day for 5-monthoper<strong>at</strong>ing period) 0.21 FTE 133,500 28,035Seasonal technician labor cost (average 4.0 hrs/day for 120-day peakimmigr<strong>at</strong>ion period) 0.16 FTE 63,900 10,224M<strong>at</strong>erial Costs $8,030Estim<strong>at</strong>ed <strong>at</strong> 0.5% <strong>of</strong> total capital cost (see Table 5-1) 0.005 1,606,000 8,030Total Annual O&M Costs $74,324ACDD <strong>Passage</strong> June 2009 Page A-7
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