8407 BROADWAY STADIUM STORAGE 2017-06-20

CONVEYANCE SYSTEM ANALYSIS AND SIZING TABLE USING THE RATIONAL METHOD-25 YR . Location Pervious Im e C Sum Tc 1�100 Q100 pipe Typ. Slope QF V V L T, Depth d/Diam TcSut � From •t G. 41 CB#3 0.00 0.25 0.23 0.9 0.23 0.90 0.21 5.0 3.07 0.64 8 0.014 0.0110 1.2 3.4 3.4 85 0.4 0.35 0.52 5.00 CB#2 CB#3 0.00 0.25 0.04 0.9 0.04 0.90 0.04 --- 5.0 3.07 0.12 8 0.014 0.0730 3.0 8.7 4.2 84 0.3 0.09 0.14 5.00 CB#3 CB#4 0.00 0.25 0.18 0.9 0.18 0.90 0.16 0.41 5.4 2.93 1.20 8 0.014 0.0200 1.6 4.6 5.0 84 0.3 0.43 0.65 5.00 CB#4 CB#5 0.00 0.25 0.13 0.9 0.13 0.90 0.12 0.53 5.7 2.84 1.51 12 0.014 0.04?0 6.8 8.7 7.0 81 0.2 0.32 0.32 5.00 CB#5 C13#6 0,00 0.25 0.15 0.9 0.15 0.90 0.14 0.67 5.9 2.79 1.87 12 0,014 0.0100 3.3 4.2 4.3 89 0.3 0.54 0.54 5.00 CS#6 CB#7 0.00 0,25 0.14 0.9 0.14 0.90 0.13 0.8 6.2 2.71 2.17 12 0.014 0.0200 4.7 6.0 5.9 53 0.2 0.48 0.48 5.00 ROOF CB#'11 0.00 0.25 U.28 0.9 0.28 0.90 0.25 5.0 3.07 0.77 6 0.014 0.0340 1.0 4.9 5.4 70 0.2 0.34 0.68 5.00 CB#11 CB#7 0.00 0.25 0.13 0.9 0.13 0.90 0.12 0.37 5.2 3.00 1.11 12 0.014 0.0200 4.7 6.0 4.9 79 0.3 0.33 0.33 5.00 CB#7 CB#8 0.00 0.25 0.08 0.9 0.08 0.90 0.07 1.24 6.4 2.66 3.30 12 0.014 0.0200 4.7 6.0 6.5 39 0.1 0.62 0.62 5.00 C13#8 CB#9 0.00 0.25 0.33 0.9 0.33 0.90 0.30 1.54 6.5 2.63 4.05 1 18 0.014 0.0100 9.8 5.5 1 5.3 70 0.2 0.67 0.45 5.00 CB#9 CB#10 600 0.25 0.27 0.9 0.27 0.90 0.24 1.78 6.7 2.59 4.61 18 0.014 0.0100 9.8 5.5 5.5 70 0.2 0.72 0.48 5.00 CB#10 VAULT OAO 0.25 0.23 U.9 0.23 0.90 0.21 1.99 6.9 2.54 5.05 18 0.014 0.0100 9.8 5.5 5.6 29 0.1 0.76 0.51 5.00 SUBBASINAREA= 219 ACRES R 25 Fido 3 LAND DEVELOPMENT SERVICES T 6/18/2015 H:\ENGDATA\XLS\14114\14114-CONVEY_0615xls.xls