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<br />il <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 I <br />I <br />I <br />I <br /> <br />Table 9,2 summarizes discharges from previous studies for Dirty Woman Creek at the D&RG <br />Railroad, <br /> <br />Table 9.2, Summary of Dirty Woman Creek Hydrology from <br />Previous Studies, <br /> <br />Report <br /> <br />"."" .,...... Fl~~K!:lI~~~j:\ <br />Drainage Area ,'.<i>' '" <br />" .,<1()O-Y~f> <br /> <br />5,00 3,360 <br /> <br />4,98 3,040 <br /> <br />4,85 3,138 <br />4,85 3,196 <br /> <br />CWCS <br />FEMA <br /> <br />DSPS (existing) <br />(fully developed) <br /> <br />9.3. Hydrologic Analysis <br /> <br />To provide consistency with County Planning Studies, it is proposed that the recent hydrology <br />developed as part of the DSPS be utilized for floodplain mapping purposes, The county has requested <br />that FEMA utilize DSDS design flows for the floodplain mapping which are a maximum of about 2 <br />percent higher than existing conditions, This will make the county floodplain mapping consistent with <br />the FEMA mapping, Table 9,3 summarizes discharges for the study reaches shown in Figure 9,1, <br /> <br />9.4 Resource Consultants & Engineers, Inc, <br />