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<br />m <br />r-- <br />~ <br />o <br />,~~.J <br />'::l <br /> <br />CHAPTER II <br /> <br />DESCRIPTION OF ALTERNATIVES <br /> <br />Table 3 <br />Comparison of alternative <br />plans cost effectiveness <br /> <br />Estimated costs (Oct 90 prices) <br /> <br />No System Canal <br />act ion 1 combination2 imorovement3 <br /> $3,630,000 $3,630,000 <br /> 6,380,000 <br /> 1,060,000 <br /> 60,000 60,000 <br /> 9,600,000 <br /> 79,000 79,000 <br /> 31, 700 22.400 <br /> 14,460,700 10,171,400 <br /> 346,800 243.900 <br /> 14,807,500 10,415,300 <br /> 890,600 626,500 <br /> <br />Canal improvement <br />Stubb Ditch <br />Price Ditch <br />Pump plant <br />Wildlife <br />Increased lateral cost 2 <br />Prorated share of moss screens <br />Irrigation management services <br />Subtotal <br /> <br />Interest during construction <br /> <br />Total investment <br /> <br />Annual equivalent cost of investment <br />(5 5/8% interest over 50 years) <br /> <br />Annual OM&R & power costs <br />O&M <br />Stubb Ditch <br />Price Ditch <br />Increased carriage costs <br />Pumping plant <br />Increased laterals <br />Wildlife O&M <br />Replacement costs <br />Stubb Ditch <br />Price Ditch <br />Pumping plant <br /> <br />$39,000 <br />108,800 <br /> <br />33,600 <br /> <br />33,600 <br />30,000 <br /> <br />32,000 <br />14,200 <br />1,500 <br />1,000 <br /> <br />1,000 <br /> <br />69,100 <br /> <br />11,500 <br /> <br />Annual OM&R & power costs 4 <br /> <br />147,800 <br /> <br />93,800 <br /> <br />133,700 <br /> <br />Total annual costs <br /> <br />147,800 <br /> <br />836,650 <br /> <br />612,400 <br /> <br />Tons of salt removed <br />Ditches <br />Increased laterals <br />Total <br /> <br />12,500 <br />3,000 5 <br />15,500 <br /> <br />11,500 <br /> <br />11,500 <br /> <br />Annual cost per ton of salt removed <br /> <br />N/A <br /> <br />54 <br /> <br />53 <br /> <br />1 No Action is assumed to be the FEIS recommended plan. <br />2 Lateral systems under the East End Government Highline Canal and <br />the Price Ditch would be expanded due to realignment if the Price Ditch <br />were abandoned. <br />3 Price Ditch is lined and Stubb Ditch is placed in pipe. <br />4 Total annual costs for each alternative, are a sum of the preceding <br />annual costs minus the no action annual costs. <br />5 This value is dependent upon the amount of existing improvements <br />that would be replaced upon failure, the current condition and the expected <br />life of the existing improvements. <br /> <br />16 <br />