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8WLDWSV <br /> Utility Run Flow Individual Runs Included in Utility Run cfs <br /> Pond Discharge 16.89 <br /> CWD-2 Station 22+20 to 25+95 (L') As-Built 76.82 cfs CWD-2 Start to Station 22+20 35.76 <br /> Culvert C-3 (CWD-lA) 24.17 <br /> Total 76.82 <br /> Pond Discharge 16.89 <br /> CWD-2 Station 25+95 to 26+61 (M) As-Built 76.82 cfs CWD-2 Start to Station 22+20 35.76 <br /> Culvert C-3 (CWD-lA) 24.17 <br /> Total 76.82 <br /> I3RG'LID'KDLU 16.89 <br /> C6WDWWWR6WDWLR❑ 35.76 <br /> 01VM 24.17 <br /> C6WDWLRWRILOW FI❑ (W% 4.38 <br /> ®WWEM 3.37 <br /> 7RWDO 84.57 <br /> Notes: The flows shown are from King II Appendix 11(1 F)June 1, 2020 (TR-29 AR#2), 'Design Discharge w/o Freeboard'for CWD-2 Station <br /> 22+20 to 25+95(L')As-Built and CWD-2 Station 25+95 to 26+61 (M)As-Built Sedcad models (originally printed 06-29-2015) and CWD-2 <br /> Station 26+61 to 31+87(N)As-Built(Printed 05-19-2020). The utility runs were not modified for TR-29 because the flow from CWD-2 above <br /> station 22+20 decreased and the maximum discharge from the pond was considered. The peak stage of the "Drainage Basin A to Pond 1 <br /> Flows modified for King III Portals"resulted in no discharge from the pond during a 1 Oyr 24hr event. "Pond Discharge"in the above table is <br /> derived from the Stucture#3 7(Pond)--Pond Flows to Outlet--Pond Results: 'Elevation-Capacity-Discharge Table (King FAppendix 11(1 G), <br /> June 1, 2020 (TR-29 AR#2), originally printed 06-29-2015), which represents maximum discharge at the maximum pond elevation of <br /> 7233.80' <br />