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<br />I <br /> <br />I <br /> <br />19 <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />Verticle datum for <br />standard, NA VD <br /> <br />the FIRM and FIS is NGVD 1929 <br />1988. add 4.S feet to all elevations <br /> <br />To convert <br />(USCOE, 2000) <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />to <br /> <br />Approximate floodplains for the upper reach of Fourmile Gulch and for North Clear <br />Creek below City limits are shown because these reaches have not been studied with <br />sufficient technical detail to be used for floodplain delineation with any certainty. FEMA <br />requires a detailed floodplain analysis for development projects greater than S acres in <br />area or more than SO units in size in approximate floodplains be performed by a <br />professional engineer. <br /> <br />the <br /> <br />most <br /> <br />recent <br /> <br />I <br /> <br />I <br /> <br />Updated 100-year floodplains shown on Figures SA and SB within the City of Black <br />Hawk are based on detailed technical methods, with the exception of the approximate <br />floodplain for the upper reach of Fourmile Gulch which is based on the 1984 FIRM. <br />North Clear Creek downstream of City limits are shown on Figure Sc. Additional <br />information including flood profiles and base flood elevations may be found in the PMR <br />(Love & Associates, Inc., 2003). <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />Flood <br /> <br />An approximate floodplain along North Clear Creek downstream of City Limits to North <br />Clear Creek is shown on Figure sc. It is defined using normal depth calculations of three <br />cross sections shown on Figure SC obtained from USGS topographic maps. Please refer <br />to the Appendix. These floodplains are shown for planning purposes only, and <br />development or construction in the area of approximate floodplains should be studied by <br />detailed topographic and hydraulic analysis. <br /> <br />