9606 19TH AVE SE McDONALDS 2018-01-02 MF Import

BRRGMRUSEN the RaEional Method Naming Formula CONSULTING ENGINEERS - PIPE FLOW CRLLULRTOR R = Contributirq Area <RC> @d = Dcsi9n Floe. (-V%) & C = Rwnpff CxPCicient @F = Full Capacity Flow <cFs> Sr�ohoaish 25 Year 5torm Tc = Tine of Concentration (mini Vd = Velocity at Design Flow (fps using I = Intensity at T^ <in/hr> VF = Velocity at Full Flow (r`ps) DEFAULT C= 0.50 n= 0.012 d= 12 Tc= 10.0 d = Diameter of Pipe (in> s = Slope of pipe (:(> L = Len th of Pip. <ft> n = Nanning Roughness C-ePficient Note: Set default wlwes before entering data. D = Water, Depth at Od <in> It = Travel Time at Vd (min> JOB a 5449 JOB NR11E: M. DONRLDrSr 19th RVE.r EVERETT WR. FILE s5449 NcD JULY 22.1995 Vff Vd/Vf Vd- Ttt T. n C SUM R R3C SUN At•C I @d @f 0d/@f X D/d D - - ---_ FRON TO fl s L d _ ___ _ _ ______ ______ 25 C85 C85 0.10 0.70 35.0 8 10.0 0.012 0.80 0.10 0.08 0.06 2.25 0.18 1.09 0.164 0.0.2.3. 720 738 91 55 1.13.31 0. 0 430 CBS C54 0.53 0.90 72.0 8 10 10.3 0.012 0.80 0.63 0.012 0.80 0.63 0.42 0.50 0.50 2.22 1.12 1.24 O. 9d9 0.720 0.T31 5.85 3.56 1.125 4.01 0.10 C54 C83 0.00 0.90 25.0`+ CBB CBT 0.03 0. 90 80.0 8 30.4 0.032 0.80 0:10 0.02 0.08 2.20 0.18 1.24 0.142 0.240 0.253 2.03 3.56 0.702 2.50 0.53 C87 C83 0.06 13.90 35.0 12 11.0 0.012 0.80 0.16 0.05 0.13 2.14 0.27 14.38 0.019 0.080 0.096 1.16 18.33 0. 391 I6 O.OB CB3 VAULT 0.00 1.00 6.0 12 10.0 0.012 0.80 0.00 0.00 0.63 2.25 1.42 3.86 0.369 0.400 0.419 5.03 4.92 0.924 4.54 0.02 VAULT CB2 0.00 0.44 30.0 12 10.0 0.012 0.80 0.00 0.00 0.63 2.25 i.d2 2.56 0.556 0.520 0.532 5.35 3.26 1.024 3.34 0.15 CB2 WET 0.00 0.44 15.0 12 10.1 0.012 0.80 0.00 0.00 0.63 2.23 1.41 2.56 0.552 0.520 0.529 5.56 4.21 1.973 4.00 0.30 WET C81 0.00 0.00 S0.10 72.0 12 10.2 0.012 0.60 0.0 0.00 0.63 2.19 1.39 15.96 0.087 0.180 0.197 2.36 20.33 0.599 12.019 0.12