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<br />,.... . <br />.\". <br />"-, <br />.. ,I <br />"c <br />, <br /> Ii <br /> il <br /> 'I <br /> II <br /> \ <br /> I <br /> <br /> <br /> <br />-~ <br /> <br />1753 <br /> <br />>,-:: :~, <br /> <br />J <br />(p) ^4~>~/~,t\.,^, <br />,7~ ,:c"~~ 2:;'~ <br />;l' ',:E..~ 'O'F.' t-1 <br />~~ ~-.. ~ <br />, =-..~ '- _ - -~-o=~ ._ <br />,7/1 ' - <br />r ~~- ~- <br />/ - ~ 'J~rt~~~~--9Y~ <br />~J7, I,"r.~~j\ ,~~_ - <br />- I~r'~~;:~~,,: <br />"" , ""'" """ <br />'-- ~ "''''''::?C_c <br />~~~t~~~,,~ -'::.f~ <br />~ ? ~~~~I' <br />----- ....:-~~' ~...... , <br /> <br /> <br /> <br /> <br /> <br />.~~'''~-- <br />,'1'111', _-_ <br />...~\ ~ --- - "~I ~".. <br />.-..... ~-~"I..,... <br /> <br />:;..... <br /> <br />.:.~-:-" . <br /> <br />J <br />J <br />.; <br />.j <br />j <br />;;1 <br />'1 <br />:' .~ <br />, <br />., <br />/j <br />j <br />l <br />1 <br />:, <br />., <br />., <br />i <br />..1 <br /> <br />-- ,- ."':'~, '. <br /> <br />,':'.'-:." '.....,.. <br /> <br />GJlood Control <br /> <br />I <br /> <br />At the Pueblo dam site the river transports about <br />944 acre-feet of sediment per year. Approximately 42 per <br />cent of that is deposited in reservoirs, canals and laterals; <br />about 38 per cent becomes undesired deposition on the <br />irrigated lands, Filling in of the river channel has made <br />some irrigation diversion structures inoperative. The only <br />apparent immediate solution is provision of reservoir space <br />specifically for the disposition of sediment. <br />Ben F. Powell, Bureau of Reclamation engineer at <br />Pueblo, has estimated that at the end of 100 years sedi- <br />ment deposition at the Pueblo dam site could be expected <br />to be IS feet above the present stream bed elevation. <br />Stomge capacity in the reservoir of 94,400 acre-feet is <br />provided in the Bureau plan for sedimentation. <br />Of the 944 acre,feet of mud which would enter the <br />Pueblo reservoir annually, it is estimated that the reser- <br />voir would prevent 751 acre-feet of sediment from being <br />deposited in existing reservoirs, canals, laterals and on <br />irrigated lands. <br /> <br />FLOOD CONTROL BENEfITS CITED <br /> <br />Provision of 93,000 acre-feet capacity in the reser- <br />voir for flood control would offer a remedy for the <br />$890,000 average annual damage which is caused by <br />floods in the river between the Pueblo dam site and the <br />John Martin reservoir, constructed by the Army Engi- <br />neers. <br />Colorado's valuable assets in scenery and recreational <br />opportunities, including fish and game resources, are <br />amply protected in the Bureau's plan for development of <br />the region thru cool'eration with the Fish and Wildlife <br />service and National Park service, <br />Recreation, including the tourist industry, is a real <br />and valuable a,set to Colorado, even though its develop- <br />ment in Colorado may be considered incomplete, it is one <br />of the top SOurces of business income. <br />The \'\'estern slope has developed important recrea- <br />lional areas at Aspen, Grand Mesa, Glenwood Springs, <br />Gunnison and at other places. <br />Both slopes of the Continental Divide-with their <br />majestic scenery including heavily forested areas, high <br />mountains and many streams-are potential recreational <br />areas with almost unlimited possibilities. The National <br />Park service is cooperating with the Bureau of Reclama- <br />tion in studies of the recreational aspects of the area, <br />and its recommendations will be followed to the fullest <br />possible extent. <br />Studies are also being made by the Fish and Wild, <br />life service to determine the minimum flow need for the <br />preservation of fishing, which is a summer sport of con- <br />siderable financial significance in the diversion area and <br />in the upper Arkansas valley. <br />Local project representatives of the Water Develop- <br />ment Association emphasize the potential benefits of the <br />project to fishing and recreational interests in Western <br /> <br />~.. <br />