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<br />I <br />I. <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />lilt <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />, <br />I <br /> <br />IUITIH II. SA Y!IIII .. CO. <br /> <br />44 <br /> <br />JlPPBAIIDI <br /> <br />Canals Affected <br /> <br />Narrows Site <br /> <br />Weldon Valley Canal <br /> <br />The Weldon Valley Canal headgate is situated approximately 1/2 mile east <br /> <br />of the extreme westerly end of the proposed flood easement. This canal serves <br /> <br /> <br />land along the northerly side of the river channel, terminating at a point approxi- <br /> <br /> <br />mately 1/4 mile west of the proposed Narrows Dam site. This taking will, <br /> <br /> <br />effectively, eliminate the entire Weldon Valley Canal. The taking will include all <br /> <br /> <br />of the land irrigated by this facility. <br /> <br />Fort Morgan Canal <br /> <br />The Fort Morgan Canal headgate lies approximately 6-1/2 ditch miles <br /> <br />westerly of the proposed Narrows Dam. The proposed taking will require new <br /> <br />headgate facilities and possible realignment of this canal. <br />Riverside Canal <br /> <br />Small sections of the Riverside Canal lie within the proposed fee taking <br /> <br />and flood easement. Some realignment of this canal would be required. <br /> <br />Work & Dragman Ditch <br /> <br /> <br />Approximately 2-1/4 miles of the Work & Dragman Ditch lie within the fee <br /> <br /> <br />taking and flood easement. This portion of this ditch would be abandoned due to <br /> <br /> <br />the proposed taking. <br />Weld County Site <br /> <br />Riverside Ca.nal <br /> <br />The Riverside Canal intake lies approximately 9 ditch miles westerly of <br /> <br />the proposed Weld County Dam site. This proposed taking will require a new <br />headgate and possible canal realignment. <br /> <br />_c'__ ..~O.-_~~=_~__~T~,"_ <br />