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Table 4.8-6 Sediment Pond Summary InformationCont. Page 3SedimentationPeak Stage Storage OutflowPeak Effluent Settleable Conc.Peak Stage Outflow YearPond Principal Emergency (ft) (ac-ft) (cfs) (ml/l) (ft) (cfs) BuiltMiddle Flume #1 11.7 (3) 11.7 (3) 12.9 2.00 26.7 0.10 13.3 48.6 1999(1)(2) Middle Flume #2 15.5 (3) 15.5 (3) 18.3 10.21 167.5 14.8 19.1 307.3 --Middle Flume #3 14.0 (3) 14.0 (3) 16.8 8.36 146.3 0.05 18.0 303.5 1998E. Mid. Flume #1 10.0 (3) 10.0 (3) 11.3 3.59 38.7 0.00 11.8 75.0 1999Deal #1 16.8 (3) 16.8 (3) 18.1 1.37 7.8 0.00 18.7 19.8 2006East Flume #1 11.3 (3) 11.3 (3) 12.5 3.55 7.3 0.00 13.0 19.5 2000West Horse 13.0 (3) 13.0 (3) 13.2 0.87 0.96 0.00 13.3 1.6 2004Deacon #1 14.5 (3) 14.5 (3) 16.1 14.18 37.64 0.00 16.91 80.04 2018Deacon #2 12.0 (3) 12.0 (3) 13.1 15.82 18.13 0.00 13.73 41.21 2018Deal #2 6.0 (3) 6.0 (3) 6.4 3.05 5.95 0.00 6.79 9.987 2018Jeffway #1 9.0 (3) 9.0 (3) 9.9 4.56 12.27 0.00 10.33 27.75 2018(1) Jeffway #2 7.0 (3) 7.0 (3) 7.2 2.56 2.87 0.00 7.38 4.81 2020East Buzzard #3 7.0 (3) 7.0 (3) 7.3 0.93 3.20 0.00 8.10 13.80 2023West Buzzard #3 8.0 (3) 8.0 (3) 8.9 0.66 10.61 0.00 9.49 28.87 2023West Buzzard #4 9.0 (3) 9.0 (3) 9.7 0.82 10.13 0.00 10.30 28.60 2023(1) Year built for future ponds may vary by + two years.(2) Designs will be sent to CDRMS for approval prior to construction.(3) Single open-channel design.Updated 7/22 Spillway Stage (ft)4-186a10-Yr, 24-Hr Storm Event 25-Yr, 24-Hr Storm Event