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TABLE II-B-App 7-Att 3-3* <br /> COMPUTATION OF SEDIMENTATION POND CAPACITIES <br /> FOR <br /> PREPARATION PLANT AREA <br /> Volume of <br /> Drainage 10-Yr/24Hr 10-Yr/24-Hr Disturbed <br /> Sub-Basin Area Rainfall "C" Runoff Area <br /> Number (Acres) (Inches) Value (AP) (Acres) <br /> (1) (2) (3) (4) (5) (6 <br /> 1 2.00 1.9 .65 0.21 1.68 <br /> 2 2.25 1.9 .66 0.24 1.81 <br /> 3 10.54 1.9 .62 1.03 9.83 <br /> 3A 7.51 1.9 .25 0.30 7.51 <br /> 4 10.75 1.9 .25 0.43 10.75 <br /> 5 10.95 1.9 .25 0.43 10.95 <br /> 6 2.07 1.9 .25 0.08 2.07 <br /> 7 1.93 1.9 .25 0.08 1.93 <br /> Required Required Volume of Total <br /> • Sediment Detention 25-Yr/24-Hr 25-Yr/24Hr Pond <br /> Capacity Capacity Rainfall Runoff Capacity <br /> (AF) (AF) (Inches) (AP) (AP) <br /> (8) (9) (10) (11) <br /> 0.34 0.55 2.2 0.24 0.58 <br /> 0.36 0.60 2.2 0.27 0.63 <br /> 1.97 3.00 2.2 1.20 3.17 <br /> 1.50 1.80 2.2 0.34 1.84 <br /> 2.15 2.58 2.2 0.49 2.64 <br /> 2.19 2.62 2.2 0.50 2.69 <br /> 0.41 0.49 2.2 0.09 0.50 <br /> 0.39 0.47 2.2 0.09 0.48 <br /> Explanation of Columns: <br /> (2) -- From Table 3 <br /> (3) -- From Figure 2 <br /> (4) -- Selected value, see text for discussion <br /> (5) -- Col. (2) x Col. (3) x Col. (4) t 12 <br /> (6) -- Col. (2) - area occupied by buildings <br /> (7) -- Col. (6) x 0.2 per Part 717.17 (e) (2) of Reference 3 <br /> (8) -- Col. (5) + Col. (7) <br /> (9) -- From Figure 2 <br /> (10) -- Col. (2) x Col. (4) x Col. (9) j 12 <br /> (11) -- Col. (7) + Col. (10) <br /> *See revised chart on page 21 of this section. <br /> 15 <br />