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Water Supply Reserve Account—Crant Application Form <br /> Form Revised NIas 2007 <br /> Riverview Well (aka 048559-F) J 89CW29 R61 W <br /> 'fhe amendment to the application in Case No. 0-ICW81 seeks new surface water rights for the pipeline <br /> and recharge ponds at a flow rate of 7,000 gpm. In addition, (;roves plans to develop underground water rights <br /> associated with augmentation wells identified in the original application. The pipeline will divert from the south <br /> side of the South Platte River near the headgate of the Fort Morgan Canal, which is located in the SF corner of <br /> Section 31, Township 5 North, Range 59 West of the 6th P.M., in Morgan County. Water diverted from the <br /> South Platte River will be delivered through the pipeline to several ground water recharge ponds as listed below. <br /> SURFACE: DAM <br /> POND CAPACITY AREA HEIGHT LOCATION <br /> Groves 32 acre It. 4 acres None SF1'4 SFl 4. Sec. 18, 'T4N, <br /> R59W. 6th P.M. <br /> W1/2 W 1/2 SW I/4 Sec. 18 <br /> Groves 2 100 acre-feet 10 acres 8 feet 'T4N, R59W, 6th P.M. <br /> 51.1/4 SW 14 Sec. 18 "1'4N. <br /> Groves 3 90 acre-feet 5 acres 8 feet R59W, 6th P.M. <br /> N E1 l4 SF 1'4, Sec. 18, "I'4N, <br /> Morrison 200 acre-It. 20 acres 8 feet • R59W. 6th P.M. <br /> N W1/4 SI:1/4, Sec. 18, T4N, <br /> Morrison 2 200 acre-fl. 20 acres 8 feet R59W, 6th P.M. <br /> 200 acre ft. 20 acres 8 feet N1.1/4 SW 114 Sec. 18. T4N, <br /> Morrison 3 R59W, 6th P.M. <br /> SF1i4 Nl.1/4, Sec. 6, T4N. <br /> Geseck 200 acre-ft. 20 acres 8.lcet R59W, 6th P.M. <br /> Additional recharge ponds may be constructed in Sections 18 and 19 of Township 5 North, Range 59 West of the <br /> 6th P.M. <br /> Additionally,the amended application seeks an appropriative right of exchange at a diversion rate of <br /> 7.000 gpm. When the replacement water delivered to the South Platte River in the augmentation plan exceeds <br /> (;roves' replacement requirements, the excess water may be diverted by exchange at the pipeline and delivered to <br /> recharge ponds. <br /> C. Although these are all relatively junior water rights, many of them have already yielded water in past <br /> years, or would have yielded water had they been built. Additionally. applicants have had IZA Water Engineers <br /> evaluate water availability issues, and they have concluded that sufficient water will be available to make this <br /> project feasible and effective. <br /> 12 <br />