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<br />5.A.(4)(a) The evaluation of the effects of flood inundation in <br />the report shall extend at least to the location downstream where the <br />classification can be properly identified. <br /> <br />5.A.(4)(b) The report shall be submitted in a form acceptable <br />to the State Engineer and shall include but not be limited to: <br /> <br />1. Dam failure inundation maps (except inundation maps are <br />not required for minor dams located in remote areas where there is no <br />development downstream of the dam); <br /> <br />2. Cross-sections drawn to scale showing water surface <br />elevations at critical sections where structures are impacted as <br />described in the classification of dams. Cross-sections shall show <br />discharge in cubic feet per second, average velocity in feet per <br />second, and structures located in the flooded section; <br /> <br />3. A tabulation of assumed parameters including Mannings "n" <br />values for the floodplain; <br /> <br />4. A sensitivity analyses of the assumed "n" values and time <br />to fa il ure; and <br /> <br />5. References for all programs, data and documents used in <br />the evaluation. <br /> <br />5.A.(5) A hydrology report which complies with these rules, and <br />presents the inflow design flood for determining the spillway capacity. <br /> <br />5.A.(5)(a) The hydrology report shall be submitted in a form <br />acceptable to the State Engineer and shall include but not be limited <br />to the following information: <br /> <br />1. A topographical map showing the drainage area above the <br />dam with the drainage area delineated and noted in square miles; the <br />location of the proposed dam by quarter section, section, township, <br />range, and principle meridian; the bearing and distance from Station <br />0+00 on the dam to a section corner; the name of the stream impounded, <br />or indicate the dam is off stream and name the stream to which it is <br />tributary, or name the drainage basin in which the dam is located; the <br />elevation of the dam crest; <br /> <br />2. A description of the topography, geology, and vegetative <br />cover of the drainage area; <br /> <br />3. A summary of all hydrologic parameters for the method <br />used, the peak inflow design flood hydrograph, volume of flood, and <br />the hazard classification of the dam; <br /> <br />- 13 - <br />