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APPENDIX 6.4.7-A2 <br /> 4814 lateral Structure <br /> --Headwater Statims <br /> ♦Ctverbanks <br /> 80999 <br /> 4a12 <br /> 4808 �'fozi9 •'•'� <br /> 4806 a . .... <br /> 43,E <br /> 13.2 <br /> .. 200 400 600 800 1000 1200 1400 1600 1800 <br /> Honrontal Station(k) -137,17 4801.51 <br /> Lateml Structure <br /> —Heetlwater 5tat�ons <br /> ♦Overbanks <br /> e .� <br /> 63n '•�, <br /> 4805 <br /> t <br /> ern r- - ems nm 14fN` :rr land >vv, »nc <br /> Honmmat itaGon(h) 0"74 4803.62 <br /> Figure 3: Weld County Road 54 modeled as a lateral structure in the CHAMP model (top), and <br /> corrected for use in this model (bottom). <br /> Model Extents <br /> The model extents are shown below in Figure 4 via the model's cross-section placement in <br /> relation to the pit boundaries. The model extends upstream of CR-13 approximately 700 feet <br /> and about 5000 feet downstream of WCR-54. The same cross section locations and reach <br /> lengths were used for both the existing and proposed condition models. <br />