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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
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<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,
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<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
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