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Knight Piesold <br /> C O N S U L T I N G <br /> Table 2.3 <br /> Cripple Creek and Victor Gold Mining Co. (Newmont) <br /> Cripple Creek and Victor Mine <br /> Stormwater Management Plan Evaluation <br /> Existing Diversion Channels and Spillways 100-year/24-hour Storm Event Peak Flows <br /> C"li Global Summary Results for Run"l00yr/24hr-Spillways" - ❑ X <br /> Project:CC&VSlte-WldeModel Simulation Run:l00yr/24hr-Spillways <br /> Start of Run: 07Mar2018,00:00 Basin Model: Spillways <br /> End of Run: 08Mar2018,00:10 Meteorologic Model: 100yr/24hr <br /> Compute Time:20Apr2018,09:44:23 Control Spedficatlons:24hr <br /> Show Elements: All Elements Volume Units:(-AN (4)�C-F1 Sorting: Hydrologic .Y <br /> Hydrologic ! Drainage Area Peak Discharge Time of Peak Volume <br /> Element (M12) (CFS) (AC-FT) <br /> SB EMPB - 0.2130 139.5 07Mar2018,12:10 17.4 <br /> EMP8b 0.0016 4.4 07Mar2018,12:00 0.2 <br /> 1 EMP8b Spillway_ 0.2146 118.1 07Mar2018.12:20 1 .5 <br /> S[EMP6 0.0501 38.3 07Mar2018, 12 10 4.3 <br /> EMP6 0.0003 0.8 07Mar2018,12:00 0.1 <br /> E N-Spillway_ 0.0504 38.9 07Mar2018,12:10 4.4 <br /> SB-EMP20 0.0273 33.9 07Mar2018, 12:00 2.3 <br /> EMPZO_ 0.0016 4.4 07Mar2018, 12:00 0 3 <br /> EMP20-SN11way__ 0.0289 13.3 07Mar2018,12:20 2.4 <br /> 58 EMP16 0.0084 11.6 07Mar2018, 12:00 C <br /> `EMP16 0.0010 2.7 07Mar2018 12:00 f_2 <br /> EM 16-Spillway 0.0094 4.2 07Mar2018, 12:20 <br /> DC-EMP17a 0.0224 35.7 07Mar2018.12:00 <br /> EMP17a 0.0004 1.1 07Mar2018, 12;00 <br /> EMP17a i[way 0.0228 29.8 07Mar2018, 12:00 '_2 <br /> SB-EMP17b 0.0054 14.1 07Mar2018, 12:00 <br /> EMP17b 0.0002 0.5 071,1ar2018, 12:00 <br /> EMP17b-Spillway 0.0056 9.6 07Mar2018, 12:10 0.] <br /> SB-DW& 0.2033 358.1 07h1ar2018, 12:10 32.9 <br /> EMPBc __- 0.0009 2.4 07Mar2018,12:00 0.2 <br /> EMS[5pllr►vay__ 0.2042 286.7 07Mar2018,12:20 33.1) <br /> Global Summary Fe505 for Run"100yr/24hr-Channels' 0 7 <br /> Protect:CC&YSite-WideModel SrWabon Run:100yr/24r-hands <br /> Start of Run: 07Mar2018,00:00 Basin Model: Charnels <br /> End of Run: 0814arZD 18,00:10 Meteorologic Model: 10Dyr/24r <br /> Compute Time:0914ar 2018,10:31:49 Control specifications:24Y <br /> Slww 9ements: All Elements Volume Units: IN Ji +l Sorbrg: Hydrologic <br /> Hydrologic Drainage Area Peak Discharge Time of Peak Volume <br /> Bement (ra.2) (CFS) (ACf1) <br /> fW-20S 0.0215 - --_ 25.4 07Mar2018,12:00 1.8 <br /> X)C-EW20N 0.0047 6.9 07Mar2D18,12.00 0.4 <br /> 17b 0.wm 9 9 07Mar2D1B,32:00 0.6 <br /> fTP16 _ 0.0063 9.5 O7Mar2D16,11:00. � 0.6lik _..- <br /> f _ <br /> MOb _ 1. 0.2111 130.8 07Mar2018,11,10 17.2 <br /> tMP13 0.1375 56.9 07MarX1]$.12:20-- -_-- 9.9 <br /> Notes: <br /> 1. SB: Sub-basin <br /> 2. DC: Diversion channel <br /> 3. Some of the drainage areas, peak discharges, and volumes in the tables are cumulative. See <br /> Figure 2.5 for the HEC-HMS routing diagram. <br />