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<br />I::.~ ""M. . ...W' ... ..E..:: <br />'.'~ .~ <br /> <br /> <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />McLaughlin Wate <br /> <br /> <br />....:.~:.-:=..~=-...::.;.=:""-,....-:.-:"'_~-:::.~:~.-.......:.:.:;-' ~ ._--.. ...... .. <br /> <br />r .. <br /> <br /> <br />i 080211 (303) .j58-55~O <br /> <br />2420 Alcott Street, Denver, Cu. <br /> <br />September 26, 1989 <br /> <br />IONAUJ C lI4c:~\lC}lUt' <br />HALfORO 1. EJUcJ',50N <br />OOUGU5 T soVUN <br />WTlJ...LUIC TACGART <br />\ill'tUM.hl L KENDALl. <br />RALJ'HL TOltE!\! <br />TEUlNCE p, kE.",,"ON <br />GEZAE.KMET'T"l' <br />lA YNOSD W ST "ow <br /> <br />RE Lc:....-di. <br /> <br />Mr. Eugene L Iencsok <br />Colorado State Water Conservation Board <br />Department of Natural Resources <br />721 Centennial Building <br />1313 Sherman Street <br />Denver, Colorado 80203 <br /> <br />SEll 2.7 '89 <br />L,OAAOU 't4"i~ <br />C~tlseRV"'TlON <br />soARD <br /> <br />CENEA.'UJl~ <br />MICHAEL 1. ~EJtCD <br />JOHN.... I'FLAUM <br />MICHAEL It. CALI,;ZZI <br />ItONALD.E. OVORAK <br />SCOTT 1. LEH~S <br />IC[~NETH 0 ZIEBART <br />"'tAR'r.':o.NE.!IU5H <br />IIUANS.I(OL,STAD <br /> <br />RE: <br /> <br />HAIlOlD ROIllEltTS <br />I"'C~ w ,n\s~"\U <br />~~":DER L I,.RM'r <br />OANln ."- PE'TRAMAi,A <br /> <br />Bear Creek. Resenolr Study. Estimated Inflows and Outflows ror Morrison <br /> <br />Dear Gene: <br /> <br />We have made an estimate of the inflows and outflows for the Town of Morrison's 50 acre-feet in the <br />Bear Creek Reservoir during a hydrologil:al period .imil"r to the 1949-1957 period. Generally, these <br />estimates are based upon a certain amount of growth, probably in the 200 percent range, and a <br />reservoir capacity of approximately 300 acre-feet. Morrison would be fully using the flexibility <br />provided in Cases no, 82CW425 and 87CW30I. <br /> <br />The other extreme is that the population of Morrison does not change and that the only storage <br />Morrison has is the Operating Reservoir, which has a capacity of 28,8 acre-feet. For such a scenario, <br />which may accurately describe the near term, Morrison could opt to store its converted Warrior and <br />Lewis and Strouse rights in Bear Creek Reservoir. <br /> <br />In either of these ~ariOs, the inflows and outflows would, generally, be similar, except that the <br />storage of sewage credits would be considerably ICSlJ. Also. in the second scenario, all of the winter <br />return flow obligations would be stored in Bear Creek Reservoir rather than being split between Bear <br />Creek Reservoir and other storage vessels. <br /> <br />In genera!, the estimated inflows and outflows are based upon the following assumptions: <br /> <br />1. <br />2 <br /> <br />Morrison's water demands will ina-ease by 200 percent. <br />Morrison will have 300 acre-feet of stonge available to meet these increased demands <br />through a drought cycle. <br />Storage water will be available from its storage rights in Cases No. 82CW425 and <br />87CW30I, which is comprised of3.12S shares in the Warrior Ditch and IOO-inches in <br />the Lewis and Strouse Ditch. <br /> <br />3. <br /> <br />ASPEN. CO <br />lJOJ) "2,.1920 <br /> <br />v..aDI~CO <br />IJOJI....:uu <br /> <br />TULSA. "" <br />(91')&1+2141 <br /> <br />CUNDAU!.AZ <br />(602) "1.5050 <br /> <br />. _'::~:::::-.:T:""-;:-~:."-::-.~:::.'.~:-::":-:.':_u .._n_ -_. <br /> <br />r ENClmtaINC SU'I1CU IN: IMA TD: ltJCHT5 AND I!SOUICIS WAl'D TlIEArwern AND DE5'1'1tIIU'TIC: SU'kMJl:l'AC! DWHAGI IUlCAnoN !'OUNTAINS $TO'" DIAINAC.E AND FlOOD CONTItOL <br />WA5n\YA1UCo:.ucnoN.11l:IAl'WENTANDIl!JI\JSI FlD:na.I'l~ .AmIll.SlEPUCIlIAn:)N Sl'ECALnHYDllAIJUCS UnsnJDIESAJ'lDl11'UnESECONOll4lCi <br />