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j ERC CC&V Poverty Gulch Diversion Channel Sizing <br /> December 2016 <br /> from the 100-year storm event in HEC-HMS to be approximately 97 cubic feet per second (cfs). Input <br /> parameters and results of the hydrologic analysis are shown in Table 1. <br /> Figure 1-Overview of Designed Globe Hill Pit Area with Proposed Stormwater Diversion Structure(from Newmont 2016) <br /> Teller County �. <br /> Road 821 <br /> Amendment 10 <br /> +' Disturbance <br /> Boundary <br /> Poverty Gulch <br /> Drainage Basin <br /> Teller County <br /> Road 82 <br /> Proposed <br /> Designed <br /> Diversion Ditch <br /> e >4` <br /> -, <br /> Globe Hill Pit <br /> Design <br /> 2 <br />