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<br />FLOODPLAIN REPORT - Tyra Tract D and Sawmill Gulch, Breckenridge, Colorado <br />(D..AFT) <br /> <br />Table 2 <br />Profile Data-Upper Sawmill Gulch <br /> <br /> FLOW WATER SURFACE <br />SECTION IN CFS ELEVATION <br />59,1 248 9742.44 <br />60 248 9753.01 <br />61 248 9762.50 <br />62 248 9771.76 <br />63 248 9775.51 <br />64 248 9777.63 <br />65 248 9784.16 <br />65.5 248 9796.85 <br />66 248 9809.57 <br />66.5 248 9821.01 <br />67 248 9839.16 <br />67.5 248 9850,72 <br />68 248 9861.3 2 <br />69 248 9882.84 <br />70 248 9896.69 <br />70.5 248 9914.51 <br />71 248 9922.46 <br />72 248 9932.40 <br />73 248 9942.99 <br />74 248 9953.42 <br />75 248 9955.87 <br /> <br />The floodplain mapping on Drawing I is generally consistent with the pattern of flooding <br />previously estimated in the 1988 Master Plan work by FLO Engineering. A detailed comparison <br />of the floodplain estimates was not performed. <br /> <br />971-055,010 <br /> <br />Wright Water Engineers, Inc, <br /> <br />Page 12 <br />