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<br /> <br />.1; <br /> <br /> <br /> <br />"",.,,~~ <br /> <br />,'I <br /> <br />.'-,-,'," <br /> <br /> <br />Operational Problems <br /> <br />Any attempt to maintain a permanent pool in John Martin R~servoir would require the <br /> <br />constant segregation of pool water from irrigation water. Suer. segregation, if attempted, <br /> <br />would requhe arbitrary assumptions and large mess"urea of estimation, and would inevitably <br /> <br />become sources of local and interstate controversy, and of possible Iftiga~ion. The ac- <br /> <br />counting with respect to the nature of impounded supplies would be further complicated by <br /> <br />uncertainties as to quantities, invPlving the effects of, and proper allowances for .sil- <br />tation and evaporation. <br /> <br />While the extent of deposits of sediment may be ascertained from time to time, efter <br /> <br />tiley have OCcurred, by periodic surveys from which previously applicable oapaci ty tables <br /> <br />may be correoted, tte quantity of water impounded at all other times, during intervals be- <br /> <br />tween such surveys, is necessarily uncertain. Also, the impounded quantities are subject <br /> <br />to Change due to unavoidable lossefl by evaporation, at re.tes varying' fI'on, d8,y to day, and <br /> <br />by months, seasons B!ld ~ie/jI'.1 with climatic and "'eatl:er conditions. <br /> <br />The gauging stntion on the ArkAnsas River at Las Animas is unreliable bec,auss of <br /> <br />channe... conditions at the rating noction. !t Gor,teins anotr.er disaqvantage iIl behlg locat_ <br /> <br />ed about 20 river mUes. above John Martin Dam. The gauging st6.tion at the mouth of. the <br /> <br />Purgatoire River is also far removed from the Dam. Theae conditions further complicate ~ne <br /> <br />accounting of water amounts and further,multiply the uncertainties and sources of disputes. <br /> <br />Alternatives to the Permanent Pool <br /> <br />Tbe following sites are propOsed for develop~ent as alternatives to a permanent pool <br /> <br />in John Martin Reservoir. The SUrfE.ce acres given are approximate WId taken at the high <br /> <br />~ater line. <br /> <br />1. Lake Meridith -- 3,200 SUrface acres - located 7 miles north of Rocky Ford, Colo. <br /> <br />2. Lake Hanry -- 800 surfaoe acres - located 12 miles north of Rocky Ford, 0010. <br /> <br />3. Holbrook Lake -- 700 Surface acres - lOcated 3 miles north of SWink, Colo. <br /> <br />4. Horse Creek Reservoir -- 2,600 SUrface acres - located 13 miJ.ea northeast of La <br /> Junta, Colorado. <br />5. Adobe Cl'eek Reservoir -- 3,800 surfaCe sc!'es - located 12 miles north of Las <br /> Animhs, Colo. <br /> <br />6. Verhoeff Lakes -- 200 surface acres - looated 2 miles northeast of John Martin <br />Raservoir. <br /> <br />7. Thurston Lake -- 600 surface acres - located 7 miles north of Lamar, Colo. <br /> <br />8. Great Plains Reservoi~s -- 1~,900 SUrface acres _ located 14 miles north of Lamar, <br />Colo. <br /> <br />9. Propose~ Clay Creek Reservoir -- 3 miles south of Lamar, Colo. <br /> <br />10. Proposed sInal! ~lf;tershed projec~ on Cheyenne Creek __ permanent pool, 102 Surface <br />acres - located itl Arkansas Valley near 'Colorado-Kansas State line. <br /> <br />11. Lake Hasty -- 75 surface acres - located di~ectly below John Martin Reservoir_it <br />might be enlarged by furthar excavation. <br /> <br />-- Page 7 -- <br /> <br />".;'\f/~,i~~-"' <br /> <br /> <br />.:'- <br /> <br />