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<br />" <br /> <br /> <br /> <br />HYDRO - TRIAD', LTD. <br />November I, 1978 <br /> <br />Mr. Bill Stanton <br />Colorado Water Conservation Board <br />Department of Natural Resources <br />1313 Sherman <br />Denver, Colorado 80203 <br /> <br />Dear Bi 11: <br /> <br />r <br /> <br />Pursuant to our contract with the Colorado Water Conservation <br />Board and the City and County of Montrose regardi n!l the Montrose <br />Floodplain Definition Study, enclosed al'e the Dry Cedar Creek plan and <br />profiles indicating extent of flooding, as well as a new set of the <br />plan and profile data for Montrose Arroyo, as that data apparently was <br />not completely furnished during our meeting of last week. <br /> <br />Al so enclosed are three revised. crossing rating forms for Dry <br />Cedar Creek. As di scussed, di screpanci es between c1i git ited and mappi ng <br />contour data resulted in some adjustment to our initialitation ratings. <br />These tl1ree revi sed ratings thus suppl ant the correspond'! ng rat i ngs <br />shown in the Hydraulics Addendum. <br /> <br />Forthcoming shortly will be several summary sheets of computer <br />backwater cal cul at ions. These sect ions of the vari ous streams wi 11 be <br />re-run so as to reflect revised initial vlater surface elevations. The <br />revi s ions are resultant from the di giti zed data versus map contour <br />discrepancies. It is not anticipated that revisions will be required <br />of the map data, as the profile was prepa:red using the revised initial <br />water surface elevations, and the backwater effect resultant from the <br />revision was accounted for in setting th,=, water surface elevations. <br /> <br />r <br />F <br />r <br />r <br />r <br /> <br />r <br />r <br /> <br />r <br /> <br />In preparing the final report, several items n,=ed to be clarified: <br /> <br />a) On the profil es, a deci s1 on must be made whl~ther to show the <br />thalweg as determined from the d'igitized data, or from con- <br />tours. The digitized data will ref"lect the hydraulics as <br />cal cul ated, whereas the contour dat,l will mai ntai n agreement <br />between plan and profile. <br /> <br />r <br />I <br />I <br /> <br />1500 VV, MISSISSIPPI AVE. ' SUITE 10 <br /> <br />LAKEWOOD, COLORADO B0226 <br /> <br />PHONE 303,934.24l7 <br /> <br />----. <br />