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<br /> <br />........--~"..,;~~sx".~':~S~>!~.,~.,,\;.;}:;;.:,~<l;(....~'.~.;~'',;!i~ '.".)..;.~;'_t~.,.,;~,...g::.;,.:..~.;.;,,,,:,(.;i~;.1.;~;!:t.::':::i;;.;...r,M^~.,;~;y...;~:N!;;i(':I.:~;..;~.:;'~~<J:.~;':';.'.;,,~:g,".~;t;;'-:;$.,,;::,~..;;~..~.;.;;;.,-:<....:t;,~t";~"{':l;oo!~(:;c".;; ,~ <br /> <br />o <br />..~~) <br />'. .) <br /> <br />(Xl <br /> <br />SUMMARY <br /> <br />~ .<') <br /> <br /><:.l1 <br /> <br />Water withdrawal requirements for municipal and industrial water <br />uses in the Upper Colorado Region amounted to 123,900 acre-feet in 1965. <br />Water depletion requirements totaled 62,300 acre-feet. amounting to 50 <br />percent of the withdrawals. Domestic water use amounted to 42 percent <br />of the Regional withdrawal, and livestock used about 30 percent. <br /> <br />The Upper Main Stem subregion, which has the largest population, <br />accounted for the largest subregional withdrawals (45,600 acre-feet) <br />and depletions (23.500 acre-feet), The San Juan-Colorado Subregion had <br />the smallest withdrawal (29,400 acre-feet) and depletion (17,600 acre- <br />feet), although its population was larger than the Green River Subregion, <br />The relatively low water use in the San Juan-Colorado Subregion can be <br />attributed to a large Indian population within the subregion and a lack <br />of adequate water distributions facilities in the Indian communities, <br /> <br />Seventy-five percent of the Regional municipal and industrial <br />withdrawal requirements were supplied by surface water sources and the <br />remainder by ground water sources. An estimated population of 260,800, <br />or 78 percent of the Regional population within the hydrologic boundaries, <br />was served by 192 municipal systems in 1965. Inadequate municipal water <br />source protection and treatment is prevalent in the Region, with chlorin- <br />ation the major improvement required. <br /> <br />The 2020 municipal and industrial withdrawals and depletions are <br />estimated to be 347,900 and 169,100 acre-feet per year, respectively, <br />representing more than a two-fold increase from 1965. Municipal and <br />industrial water depletions accounted for only 1.8 percent of the total <br />regional water use in 1965, and are expected to account for about 2,6 <br />percent by 2020, Withdrawals for commercial uses will be largest (94,000 <br />acre-feet) with domestic uses following (88,000 acre-feet). A projected <br />86 percent increase in population (includes hydrologic acre of Arizona). <br />more than eight-fold increase in the ecomonic activity in the commercial <br />category, and an increased water-use rate by the Region's Indian and <br />rural residents are the major reasons for the growth of municipal and <br />industrial water demands. <br /> <br />Future municipal and industrial needs will be met by developing <br />additional surface and limited groundwater supplies and by converting <br />some agricultural water to municipal and industrial uses. <br /> <br />The non-federal investment costs for development and treatment are <br />projected to be $2,6, $6,5 and $9.0 million for the 1966-1980, 1981-2000, <br />and 2001-2020 time frames, respectively, These totals represent the <br />Single-purpose costs of developing 20 to 30 percent of the future needs <br />and costs of treating all future municipal and industrial requirements. <br />Costs of distribution systems from the treatment plant to the consumer <br />are not included. Costs of federal multi-purpose projects that have a <br /> <br />i <br />