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<br />44. The benefits attributable to the channelization project were <br />reevaluated On a 2nd-added basis. using January 1969 prices and con- <br />ditions. an interest rate of 4_7/8 percent. and a 100-year period of <br />analysis. The derivation of benefits is fully described in Attach- <br />ment V and the benefits are listed by class in Table 9. <br /> <br />TABLE 10. ~_ Economic Justification <br /> <br />TABLE 9. -- Summary of Benefits - Arkansas River Channelization <br />Pueblo to Las Ani.mas (2nd-added) (January 1969 prices) <br /> <br /> '\vera e Annual <br /> Benefits Excess ," <br />Proiect I'ational' Char"s Benefits atlo <br />Fountain Reservoir $2,299,450 .~ 1,882,000 $417,450 l.2 <br />Arkansas River ChannelizatIon 3,764,540 2,805,000 959,200 l.3 <br />Pueblo tolas Animas <br />(2nd_added) <br />Arkansas River Channelization 4,163,790 3,355,000 808,790 l.2 <br />pueblo '0 Las Animas <br />Fo~~tain D~)and ReserVOIr 2,018,580 1,882,000 136,580 L' <br />2nd_added <br /> <br /> Annual Benefits <br /> Total <br />Class of Benefits National " ional <br />Flood control $1,067,550 $1,067,550 <br />Drainage 197,600 19i,600 <br />Recreation 114,000 114,000 <br />Unemployed reSources, <br />Construction 314,460 593,310 <br />0.' 122,030 191,310 <br />Expanded agriculture 585,200 652,800 <br />Reduction in water losses 1,387,200 1,387,200 <br />l<egative -23,500 _23,500 <br />Total 3,764,540 4,180,270 <br /> <br />! <br />i <br />I <br />i <br />, <br />, <br /> <br />46. APPORTIONMEI/T OF COSTS BE'lWEEN IfiTERESTS.- A cost allocation <br />study was made for the multiple-purpose Arkansas River Channeli:ation <br />project to determine the equitable distribution of costs to each proj- <br />ect purpose. The analysis is described in _Attachment V. The appor- <br />tionment of construction costs and annual operation, maintenance, and <br />replacement costs between Federal and non-Federal interests is shown <br />in Table 8. Apportionment of costs is in accordance with laws and <br />established policies governing local protection projects. The costs <br />of flood control and major drainage features would be_apportioned <br />between Federal and non_Federal interests in accordance with the general <br />policy given in the Flood Control Acts of 1936 and 1944, as amended. <br />The Federal Government would bear the construction costs of flood <br />control features. Cost of lands, relocations, on_farm drainage systems <br />and group laterals, and alterations excluding railroad bridges and <br />approaches thereto, and annual operation, maintenance, and replacements <br />would be local responsibilIties. The allocated first cost of major <br />drainage features would be apportirined equally to federal and non-Fed- <br />eral interests. Annual operation, maintenance, and replacement costs <br />_associated with the on-farm and group lateral drainage facilities would <br />bebornebyluclll,nterests, <br /> <br />45. Since both the Fountain Reservoir and the Arkansas River <br />Channeli:ationprojects would accrue-benefits in the Arkansas R iver <br />valley, the latter project was reformulated to establish the point at <br />which maximum net benefits would accrue, and to determine the economic <br />feasibility of each of the reaches to assure that benefits from improve_ <br />ment of one reach would not be responsible for justification of the <br />entire project. The study indicated that maximl~ net benefits would <br />accrue in the rural areas from lOO-year protection. Although economic <br />feasibility of Reaches 4 and 7 proved to _be_marginal on the basis of <br />national benefits only, improvement of all reaches is needed to realize <br />maximum net benefits. Furtbermore, de~etion of_improvements in any <br />reach would result in loss of benefits in excess of cost savings. A <br />continuous improvement would provide channel capacity sufficient to <br />pass flood control releases f~om Fountain Reservoir without incurring <br />damages, improve the conveyance characteristics of the channel and <br />thereby assist in the efficient delivery of water supplies for irriga- <br />tion and other purposes, and prevent encroachment of phreatophytic <br />gruwth in the floodplain. lnaddition,thereservoirandchanneli:a- <br />tion projects were tested individually and in_combination on a 1st-and <br />2nd~added basis to prove individual and incremental economic justifica- <br />tion. The results of the analysis arc prcsented in detail in Attach- <br />men t IV and sullU~ar i zed in Tab 1 e 10. <br /> <br />47. The separable costs of recreation and fish and wildlife <br />enhancement facilities would be.apportioned equally between federal and <br />non-Federal interests in accordance with provisions of the 1962 Fluod <br />Control Act and policies of the Chief of Engineers, Department of the <br />Army. Local interests wouldbere'luired to provide all lands, easc- <br />ments, and rights_of~way necessary to insure public eontrol of the <br />recreational development; and, wbere the appraised value of lands <br />all.ounts to less than 50 p'-'n:ent of the total first cost of recreational <br />development, make additional contributions sufficient to bring the non- <br />Federal share to that level. The total first cost for recreation and <br />fish and wildlife en\1ance",ent would h.. $l,OlO,OOOof which $14,OilO i.'; <br />the est~mated value of lands, easements, and rights-of-way Therefore. <br />the addItional requirements of local interests for this purpose arc <br /> <br />" <br /> <br />" <br />