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<br />As a result of this revision, the base (100-year) flood <br />elevations (BFEs) have increased a maximum of 5 feet along <br />Newlin Gulch. Approximately 4.9 feet of the increase is due <br />to more detailed topographic data and 0.1 foot is due to the <br />construction of the diversion channel. The BFE increases <br />occur from approximately 1,000 feet upstream of the confluence <br />with Cherry Creek to approximately 2,000 feet upstream of <br />Jordan Road. <br /> <br />Profile Panels 73P and 74P and the Floodway Data Table for <br />Newlin Gulch were revised as a part of this LOMR. <br /> <br />b. The LOMR issued on February 21, 1995, for the Town of Parker, <br />Colorado, for a reach of Sulphur Gulch as shown on FIRM Panel <br />0070. This LOMR was issued to show the effects of the <br />realignment and associated channelization of Sulphur Gulch <br />from approximately 1,500 feet to approximately 100 feet <br />downstream of Parker Road. As a result of the improvements, <br />the BFEs increase in some areas and decrease in others. The <br />BFE increases are all contained in the realigned channel. <br />Because of the channel improvements, the steam length has been <br />shortened. To account for the difference, an equality is <br />shown on Profile Panel 86P. <br /> <br />Profile Panels 85P and 86P and the Floodway Data Table for <br />Sulphur Gulch were revised as part of this LOMR. <br /> <br />61 <br />