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<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 />I <br />I <br /> <br />TABLE 1 <br />STRUCTURE SUl\1MARY <br /> <br />Structure Name Location Gate Gate <br /> Width Height <br /> . <br />Finley Check NE 1/4, Sec 34, T7N, R67W 25' 7' <br />Lake Lee Dam NW 1/4, Sec 29, T7N, R67W 17' 6' <br />Big Windsor Inlet NW 1/4, Sec 28, T7N, R67W 6' 6' <br />Big Windsor Check NW 1/4, Sec 28, T7N, R67W 25' 6' <br /> <br />The Finley Check is similar to the other twelve check structures that have been replaced by the <br />Company. This structure is located just downstream of Big Windsor Reservoir and is necessary <br />to' deliver water to share holders south of the ditch below Big Windsor. The existing structure is <br />shown in photographs 1 and 2 in Appendix A of this report. This structure has no means to apply <br />stop logs or other measures to temporarily check the ditch and is undermined at the base slab and <br />on the left side walls. This structure would require major repairs and renovation to make it a <br />useful structure. The location of the check is shown on Figure Bl in Appendix B. <br /> <br />The Lake Lee Dam impounds Lake Lee, as shown on Figure Bl in Appendix B, and is necessary <br />to control flows in the ditch. This is the main regulating structure on the ditch with Lake Lee <br />acting as an equalizer for the ditch. The Lake Lee Dam is a concrete structure approximately 60 <br />feet in width, 60 feet in length and 15 feet in height. The existing structure is shown in <br />photographs 3 and 4 in Appendix A. The structure has two 16 foot radial gates and has a bridge <br />over the structure which carries the canal maintenance road and allows access to the gate operators <br />and the ditch riders residence. The structure concrete is deteriorated with the base slab being in <br />poor condition, the wall to slab jointbeing compromised with large chunk:s missing from erosion <br />and freeze thaw action, and the slab is undermined in some areas. The radial gates and their sills <br />are in poor condition and require regular maintenance to sustain operations. <br /> <br />Big Windsor Inlet is a diversion and conveyance structure that allows all or a portion of the flow <br />in the ditch to be checked and diverted into Big Windsor Reservoir which impounds over 17,000 <br />acre feet of water. The existing structure is approximately 250 feet in length, 50 feet in width, <br />and consists of a inlet and drop structure with four 8 foot gates to divert water into Big Windsor. <br />The existing structure is shown in photographs 5 and 6 in Appendix A. <br /> <br />The structure, in conjunction with a check in the ditch, diverts the water and drops it <br />approximately 50 feet in elevation into the reservoir. The check structure associated with the inlet <br />has significant deterioration of the concrete, is undermined, no longer has functioning stoplog <br />guides, and is difficult to use as a check. The inlet structure and gates are in fair condition but <br />the flume, drop structure, and outlet portions of the structure are in a very deteriorated condition. <br /> <br />Larimer & Weld Feasibility Study <br />Lake Lee & Big Windsor - 03.043 <br /> <br />Page 6 <br />