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Floodplain Development Permit Package,July 2019 <br /> 4,705 <br /> 4,700 — <br /> 4,695 <br /> ao <br /> O <br /> a <br /> z - <br /> 4,690 <br /> o Project Area <br /> a <br /> w <br /> 4,685 <br /> • <br /> 4,680 <br /> 4,675 <br /> 0 2,000 4,000 61000 8,000 10,000 12,000 14,000 16,000 18,000 24000 <br /> BT1-A River Station [distance from S. Platte Confluence ft] <br /> ! 1-D CHAMP BFE ! 1-D CHAMP with Project Existing 2-D Proposed 2-D <br /> Figure 4: Water surface profiles comparing existing and with-project conditions from both the 1-D <br /> CHAMP TON Y1 model and the 2-D WES-BTC model results. <br /> Table 1:Table comparing CHAMP 1-D and WES-BTC 2-D model results for BFE in vicinity of the proposed <br /> project. RS 5792 and 5226 are in the spoil area and RS 3041 and 1708 are in the excavation area. <br /> 1-D CHAMP 2-D WES-BTC <br /> BT1-A XS WSE- WSE - Delta WSE- WSE- Delta <br /> RS Exist Project Exist Project <br /> 5792 4684.3 4684.8 0.50 4684.5 4684.8 0.32 <br /> 5226 4683.9 4684.2 0.31 4683.6 4683.9 0.22 <br /> 3041 14681.31 4681.2 -0.10 4682.01 4681.3 -0.74 <br /> 1708 14680.91 4681.0 0.06 4681.11 4680.8 -0.38 <br /> Headwaters Corporation 6 of 7 <br />