250701_42 ERW_Stormwater Report

Line No. Line ID Flow Rate Line Size (Rise x Span) (cfs) (in) Line Type Line Length Invert Elev. Down Invert Elev. Up Line Slope HGL Down HGL Up Minor Loss HGL Junct (ft) (ft) (ft) (%) (ft) (ft) (ft) (ft) Dn Str Line No. 1 P-8 0.00 24 Cir 33.000 615.75 615.90 0.45 616.61 616.78 n/ a 616.78 Outfall 2 P-77 0.00 12 Cir 22.114 615.75 615.90 0.68 616.78 616.78 n/ a 616.78 1 3 P-12 0.00 30 Cir 32.815 613.68 614.01 1.01 616.78 616.78* n/ a 616.78 1 4 P-11 0.00 24 Cir 16.264 614.11 614.27 0.98 616.78 616.78* n/ a 616.78 3 5 P-10 0.00 15 Cir 65.973 614.37 615.03 1.00 616.78 616.79* n/ a 616.80 4 6 P-9 0.00 15 Cir 61.244 615.13 615.74 1.00 616.80 616.80 n/ a 616.80 5 7 P-7 0.00 15 Cir 33.880 616.00 616.15 0.44 617.02 617.17 n/ a 617.38 1 8 P-6 0.00 15 Cir 90.437 616.15 617.05 1.00 617.38 617.91 n/ a 617.91 7 9 P-5 0.00 15 Cir 90.334 617.15 618.05 1.00 617.91 618.88 n/ a 618.88 8 10 P-4 0.00 15 Cir 72.127 618.15 618.91 1.05 618.88 619.71 n/ a 619.71 9 11 P-3 0.00 15 Cir 85.970 619.01 619.87 1.00 619.71 620.62 n/ a 620.62 10 12 P-2 0.00 15 Cir 92.997 619.97 620.90 1.00 620.62 621.56 n/ a 621.56 11 13 P-1 0.00 12 Cir 151.000 620.90 622.10 0.79 621.56 622.70 n/ a 622.70 12 14 P-20 0.00 12 Cir 10.300 613.68 613.68 0.00 614.42 614.52 n/ a 614.72 Outfall 15 P-19 0.00 12 Cir 138.747 613.78 615.17 1.00 614.72 615.79 n/ a 615.79 14 16 P-17 0.00 12 Cir 80.159 615.18 615.97 0.99 615.79 616.50 n/ a 616.50 15 17 P-16 0.00 12 Cir 74.113 616.07 616.81 1.00 616.50 616.96 n/ a 616.96 16 18 P-18 0.00 12 Cir 24.604 615.18 615.44 1.06 615.79 615.81 n/ a 615.81 15 19 P-21 0.00 12 Cir 23.685 613.78 614.02 1.01 614.72 614.35 n/ a 614.35 14 20 P-24 0.00 12 Cir 16.000 617.35 617.50 0.94 617.84 618.07 n/ a 618.07 16 P-15 0.00 24 Cir 50.597 609.00 610.00 1.98 615.50 615.52* n/ a 615.57 Outfall 21 Notes: *Surcharged (HGL above crown). Hydraflow Summary Report 1