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<br />. <br /> <br />-18. <br /> <br /> <br />. <br /> <br />0105 <br /> <br />WATER rWEQUIHl%lENTS <br /> <br /> <br />Water requirements to be served by the Granada Reservoir Project <br /> <br /> <br />would be as follows: <br /> <br /> <br />1. Replaoement to John Martin Reservoir for probable <br /> <br /> <br />additional depletiens by upstream development of a maximum <br /> <br /> <br />Trinidad Reservoir Projeot~ <br /> <br /> <br />2. Replacement to John Martin Reservoir for ovapora.. <br /> <br /> <br />tion from a permanent fj,sh pool. <br /> <br /> <br />30 Increased irrigation use belovr John JlIal'tin Reservoir <br /> <br /> <br />in both Oolorado and Kansas. <br /> <br /> <br />TIle Trinidad Reservoir Project is considered in this study ~s the <br /> <br /> <br />only Pl'ojeot for which a ddi tional irrigation depletiens weuld be re- <br /> <br /> <br />plaoed. In addition to replacement for permanent fish pool evapora- <br /> <br /> <br />tion from John Martin Reservoir, a permanent fish pool would be <br /> <br /> <br />maintained in the Granada Reservoir. <br /> <br />. <br /> <br />~rinidad Reservoir Project j~p1acement <br />Hydrologic studies prepared for a Trinidad Reservoir operating for <br />maximull' Qentrol of Purgatoire River flews would deplete the inflow to <br />John lfurtin Reservoir. These studies were presented to the Hydrology <br />and Sedimentation Subcommittee for ColoradoJlWR showing an average <br />probable additional depletion of about 2,400 acre-feet average an- <br />nually for a 25-yoar water supply period such as 1925-1949 as follovrst <br />