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<br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />II <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />19 <br /> <br />It is emphasized that the proposed improvements will not mitigate damage <br />caused by regional flooding from Sand Creek and the Pawnee Overflow. Nor <br />will they mitigate local flooding resulting from deficiencies in the existing <br />storm sewer and drainage system. The drainage improvements recommended <br />in the Master Drainage Plan must be made in addition to the near-term <br />Ditch improvements to significantly reduce these problems. <br /> <br />CONCLUSIONS <br /> <br />Systematic upgrading of all inadequate crossings in the Pioneer <br />Drainage Ditch and construction of a detention structure at North Division <br />Avenue will significantly reduce flooding -(1"6mlocally generated storm runoff. <br />These near-term improvements will el iminate overflows where they now occur <br />and reduce peak flows and associated backwater flooding between North <br />Division Avenue and Highway 138. <br />As undeveloped areas south of Iris Drive and west of the Pioneer <br />Drainage Ditch are urbanized in the future, the increased peaks and runoff <br />volumes will have a significant adverse impact on the lower Ditch even <br />with the proposed near-term improvements. <br />As these areas are annexed, preventive controls should be placed on <br />development such that future-condition ten-year peaks and volumes cannot <br />exceed present condition peaks and volume. Similar preventive controls <br />should be imposed on large commercial or equivalent developments south <br />and east of the Ditch using design criteria that are consistent with the <br />Master Drainage Plan. <br />