Appendix D Chalice Unitarian Universalist Congregation ...
Storm frequency = 100 yrs Time to peak = 2.40 hrs Time interval = 1 min Hyd. volume = 1,386 cuft Drainage area = 0.200 ac Curve number = 89 Basin Slope = 2.5 % Hydraulic length = 150 ft Tc method = LAG Time of conc. (Tc) = 3.20 min Total precip. = 3.15 in Distribution = SCS 6-Hr Storm duration = 6.00 hrs Shape factor = 484 7 ................
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