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TABLE II-B-App 7-Att. 3-4 h, <br /> REVISED SEDIMENTATIOONDS CAPACITIES V <br /> v <br /> AREA CHANNEL AVERAGE 10 YR./ 25 YR./ RUNOFF RUNOFF PEAK 0.1 A.F. POND TOTAL PRESENT <br /> (Acres) LENGTH SLOPE CN 24 HR. 24 HR. INCHES DEPTH CFS PER AC.STORAGE POND POND REMARKS <br /> (Feet) M NUMBER 1AINFALL RAINFAL RAINFALJ INCHES 10 YR. 3EDIMENI A.F. STORAGE STORAGE <br /> ABLE 2-ITBL S-lA TORAGE A.F. A.F. <br /> 1.22 13,5 Four ponds <br /> 1 11.63 990. 1.0 93 1.88 2.20 10 yr. 11.1 1.16 1.18 7.39 in series <br /> 1.50 16.6 <br /> 25 yr <br /> 0.33 3.5 <br /> lA 7.23 1400. 10.7 75 1.88 2.20 10.7 0.72 0.20 3.26 Inclu ed in No. 1 <br /> 0.48 5.1 <br /> 2 3.49 460. 6.5 90 1.88 2.20 1.01 5.8 5.9 0.35 0.29 0.64 3.17 Oversized for <br /> oil spills <br /> 1.27 7.4 from M.K. <br /> 0.30 4.0 <br /> 3 10.04 1100. 10.0 74 1.88 2.20 13.4 1.00 0.25 1.25 2.69 Mostly <br /> 0.45 6.0 revegetation <br /> 0.36 1.3 <br /> 4 1.77 500. 12.0 76 1.88 2.20 3.6 0.18 0.05 0.23 0.50 Mostly <br /> 0.52 1.9 Revegetation <br /> 0.25 4.0 <br /> 5 12.79 1280. 10.6 72 1.88 2.20 15.8 1.28 0.27 1.55 2.64 Mostly new <br /> 0.38 6.0 refuse <br /> 0.94 3 .8 <br /> 6 2.25 500. 7.0 89 1.88 2.20 4.0 0.23 0.18 0.41 0.63 Mostly <br /> 1.19 4 .8 Buildings <br /> 0.72 3.4 <br /> 7 1.93 600. 13.3 85 1.88 2.20 1 4.7 0.19 0.12 0.31 0.84 Two ponds <br /> 0.95 4 .5 in series <br /> NOTE: Used SCS, "Procedures For Determining Peak Flows In Colorado" March 1980 Edition <br /> Tables 2-1 and 5-1A <br /> ir. i <br />