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<br />'~,.'.i;r,,-,' "',," ',_" '[","''''.">-<.....''~,,..., ""',".,,rrw' - "Ii..,.....',,, -... -,~,".....-."",,,_~-"" ',,~,'.--"''',"~'.''~. . <br /> <br />.,"',,";."-", <br /> <br />3',-, <br /> <br />:'-~,"'_ .'"", :'-;:,;"',V~r,,",,:ii_:";~I-f.~... -.:,--~.-:', S';:;;'-:,;>-"~~~.:--!"';-6!f::oJ':;';:ci~;:::.l~:.g~:-:;::,: <br /> <br />If? <br />'OI:::!" <br />C":) <br />CJ <br /> <br />CHAPTER IV <br /> <br />PLAN FORMULATION <br /> <br />Irrigation water would be supplied to about 11,940 acres of land <br />as shown below. <br /> <br />Area <br />Milk Creek <br />Little Beaver <br />Total <br /> <br />Irrigable land summary <br />(acres) <br />Irrigation Full <br />method service <br />Surface 2,250 <br />Sprinkler 6,550 <br />8,800 <br /> <br />Supplemental <br />service <br />1,690 <br />1,450 <br />3,140 <br /> <br />Total <br />3,940 <br />8,000 <br />11,940 <br /> <br />Project plan <br /> <br />Milk Creek Segment <br /> <br />Water supply for all project purposes in the Milk Creek Segment <br />would be stored in Thornburgh Reservoir and released directly to the <br />stream. Water for coal industry use would be available at any point <br />downstream depending on future coal company plans. Irrigation water <br />would be diverted to the Milk Creek Canal by the Milk Creek Diversion <br />Dam about 4.5 miles downstream from the reservoir. Recreation facili- <br />ties would be provided at Thornburgh Reservoir. <br /> <br />The Milk Creek Canal would flow northwesterly from the diversion <br />dam to serve lands west of Milk Creek. A turnout would be provided to <br />the lIes Lateral, which would flow northeasterly to supply water to lands <br />east of Milk Creek. <br /> <br />White River Segment <br /> <br />Water for the White River Segment would be provided by both storage <br />and direct flows from White River. Lake Avery would be enlarged to pro- <br />vide storage. Diversion dams would be constructed on the North Fork and <br />on the lower mains tern of the White River. <br /> <br />The storage water and part of the direct flow water would be di- <br />verted from the North Fork by the North Fork Diversion Dam about a <br />quarter mile above the mouth of Fawn Creek. The White River Feeder <br />Conduit would carry the water westward from the point of diversion on <br />North Fork. The alignment would parallel North Fork for several miles <br />before crossing Big Beaver Valley upstream from Lake Avery and passing <br />through Oak Ridge to the Little Beaver Valley. The portion through Oak <br />Ridge would be a tunnel. <br /> <br />Minimum streamflows, as discussed in Chapter III, would be bypassed <br />to North Fork at the diversion dam. When available, all project water <br />for the Little Beaver service area would be by direct flow through the <br />conduit. At such times as the flow of North Fork exceeds the minimum <br /> <br />55 <br />