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Storm Design Documents
Storm Sewers vIDSO Storm Sewer Inventory Report Page 1 Line Alignment Flow Data Physical Data Line ID No. Dnstr Line Deft Junc Known Dmg Runoff Inlet Invert Line Invert Line Line N J -Loss Inlett Line Length angle Type a Area Coeff Time EI Dn Slope EI Up Size Shape Value Coeff Rim EI No. (ft) (deg) We) (ac) (C) (min) (ft) N (ft) (in) (n) (K) (ft) 1 End 19.902 -52.949 MH 0.00 0.00 0.00 15.0 892.00 2.51 892.50 24 Cir 0.013 0.78 897.33 1-2 2 1 123.861 -47.441 MH 0.00 0.00 0.00 15.0 893.30 9.20 904.70 15 Cir 0.013 0.98 908.91 2-3 3 2 42.332 -76.441 Comb 0.00 0.03 0.40 15.0 904.90 9.69 909.00 15 Cir 0.013 1.50 913.47 3-8 4 3 52.039 13.076 Comb 0.00 0.11 0.40 15.0 909.40 1.15 910.00 15 Cir 0.013 1.25 914.08 8-9 5 4 86.405 53.220 Comb 0.00 0.75 0.40 15.0 910.00 0.93 910.80 15 Cir 0.013 0.58 914.86 9-10 - 6 5 37.098 -19.397 MH 0.00 0.00 0.00 15.0 910.80 2.43 911.70 15 Cir 0.013 0.56 916.04 10-11 7 6 148.746 -30.524 Comb 0.00 0.36 0.40 15.0 911.70 0.34 912.20 15 Cir 0.013 1.50 916.86 11-12 8 7 22.875 -100.8& Comb 0.00 0.49 0.40 15.0 912.50 1.31 912.80 12 Cir 0.013 1.00 916.84 12-13 9 2 63.108 7.264 Comb 0.00 0.31 0.40 15.0 904.70 0.48 905.00 15 Cir 0.013 0.50 909.04 3-4 10 9 108.288 8.206 Comb 0.00 0.30 0.40 15.0 905.00 2.12 907.30 15 Cir 0.013 0.50 911.36 4-5 11 10 112.837 0.000 Comb 0.00 0.24 0.40 15.0 907.30 0.80 908.20 15 Cir 0.013 1.50 917.84 5-6 12 11 214.356 -95.897 Comb 0.00 0.85 0.40 15.0 908.50 0.47 909.50 12 Cir 0.013 1.00 913.90 6-7 13 3 18.532 -92.612 Comb 0.00 0.49 0.40 15.0 909.30 1.08 909.50 12 Cir 0.013 1.00 913.48 8-14 Project File: STORM DESIGN 012517.stm Number of lines: 13 Date: 112 612 01 7 Storm Sewers OU Structure Report Page 1 Struct Structure ID Junction Rim Structure Line Out Line In No. Type Elev Shape Length Width Size Shape Invert Size Shape Invert (ft) (ft) (ft) (in) (ft) (in) (ft) 1 2 Manhole 897.33 Cir 4.00 4.00 24 Cir 892.50 15 Cir 893.30 2 3 Manhole 908.91 Cir 4.00 4.00 15 Cir 904.70 15 Cir 904.90 15 Cir 904.70 3 8 Combination 913.47 Cir 4.00 4.00 15 Cir 909.00 15 Cir 909.40 12 Cir 909.30 4 9 Combination 914.08 Cir 4.00 4.00 15 Cir 910.00 15 Cir 910.00 5 10 Combination 914.86 Cir 4.00 4.00 15 Cir 910.80 15 Cir 910.80 6 11 Manhole 916.04 Cir 4.00 4.00 15 Cir 911.70 15 Cir 911.70 7 12 Combination 916.86 Cir 4.00 4.00 15 Cir 912.20 12 Cir 912.50 8 13 Combination 916.84 Cir 3.00 3.00 12 Cir 912.80 9 4 Combination 909.04 Cir 4.00 4.00 15 Cir 905.00 15 Cir 905.00 10 5 Combination 911.36 Cir 4.00 4.00 15 Cir 907.30 15 Cir 907.30 11 6 Combination 917.84 Cir 4.00 4.00 15 Cir 908.20 12 Cir 908.50 12 7 Combination 913.90 Cir 2.50 2.50 12 Cir 909.50 13 14 Combination 913.48 Cir 3.00 3.00 12 Cir 909.50 Project File: STORM DESIGN 012517.stm Number of Structures: 13 Run Date: 112 512 01 7 Stam S"ars 00.l Storm Sewer Summary Report Page 1 Line Line ID Flow Line Line Line Invert Invert Line HGL HGL Minor HGL Dns Junction No. rete Size shape length EL Dn EL Up Slope Down Up loss Junct Line Type (cfs) (in) (ft) (ft) (ft) N (ft) (ft) (ft) (ft) No. 1 1-2 7.37 24 Cir 19.902 892.00. 892.50 2.511 892.96 893.46 0.29 893.46 End Manhole 2 2-3 7.43 15 Cir 123.861 893.30 904.70 9.204 893.83 905.78 0.66 905.78 1 Manhole 3 3-8 4.27 15 Cir 42.332 904.90 909.00 9.686 905.78 909.84 n/a 909.84j 2 Combination 4 8-9 3.30 15 Cir 52.039 909.40 910.00 1.153 910.01 910.73 n/a 910.73 3 Combination 5 9-10 3.13 15 Cir 86.405 910.00 910.80 0.926 910.73 911.51 n/a 911.51 j 4 Combination 6 10-11 1.68 15 Cir 37.098 910.80 911.70 2.426 911.51 912.21 n/a 912.21 j 5 Manhole 7 11-12 1.76 15 Cir 148.746 911.70 912.20 0.336 912.30 912.80 0.21 913.01 6 Combination 8 12-13 1.02 12 Cir 22.875 912.50 912.80 1.312 913.01 913.22 n/a 913.22j 7 Combination 9 3-4 3.24 15 Cir 63.108 904.70 905.00 0.475 905.78 905.91 0.09 906.00 2 Combination 10 4-5 2.70 15 Cir 108.288 905.00 907.30 2.124 906.00 907.96 n/a 907.96j 9 Combination 11 5-6 2.18 15 Cir 112.837 907.30 908.20 0.798 907.96 908.79 n/a 908.791 10 Combination 12 6-7 1.77 12 Cir 214.356 908.50 909.50 0.466 909.13 910.13 0.18 910.31 11 Combination 13 8-14 1.02 12 Cir 18.532 909.30 909.50 1.079 909.84 909.92 n/a 909.92j 3 Combination Project File: STORM DESIGN 012517.stm Number of lines: 13 Run Date: 1/25/2017 NOTES: Return period = 10 Yrs.: j - Line contains hyd. jump. Storm S"a,s v1080 Storm Sewer Tabulation Page 1 Station Len Dnng Area Rnoff Area x C Tc Rain Total Cap Val Pipe Invert Elev HGL Elev Gmd / Rim Elev Line ID coeff (1) flow full Line To Line Incr Total Incr Total Inlet Syst Size Slope Dn Up Dn Up Dn. Up (ft) (ac) (ac) (C) (min) (min) (in/hr) (cfs) (cis) (ft/s) (in) N (ft) (ft) (ft) (ft) (ft) (ft) 1 End 19.902 0.00 3.93 0.00 0.00 1.57 15.0 19.2 4.7 7.37 35.84 4.93 24 2.51 892.00 892.50 892.96 893.46 894.33 897.33 1-2 2 1 123.861 0.00 3.93 0.00 0.00 1.57 15.0 18.8 4.7 7.43 19.59 10.71 15 9.20 893.30 904.70 893.83 905.78 897.33 908.91 2-3 3 2 42.332 0.03 2.23 0.40 0.01 0.89 15.0 18.3 4.8 4.27 20.10 4.74 15 9.69 904.90 909.00 905.78 909.84 908.91 913.47 3-8 4 3 52.039 0.11 1.71 0.40 0.04 0.68 15.0 18.0 4.8 3.30 6,93 5.00 15 1.15 909.40 910.00 910.01 910.73 913.47 914.08, 8-9 5 4 86.405 0.75 1.60 0.40 0.30 0.64 15.0 17.5 4.9 3.13 6.21 4.27 15 0.93 910.00 910.80 910.73 911.51 914.08 914.86 9.10 6 5 37.098 0.00 0.85 0.00 0.00 0.34 15.0 17.0 4.9 1.68 10.06 2.93 15 2.43 910,80 911.70 911.51 912.21 914.86 916.04 10-11 7 6 148.746 0.36 0.85 0.40 0.14 0.34 15.0 15.3 5.2 1.76 3.74 3.01 15 0.34 911.70 912.20 912.30 912.80 916.04 916.86 11.12 8 7 22.875 0.49 0.49 0.40 0.20 0.20 15.0 15.0 5.2 1.02 4.08 2.87 12 1.31 912.50 912.80 913.01 913.22 916.86 916.84 12.13 9 2 63.108 0.31 1.70 0.40 0.12 0.68 15.0 18.4 4.8 3.24 4.45 3.13 15 0.48 904.70 905.00 905.78 905.91 908.91 909.04 3-4 10 9 108.288 0.30 1.39 0.40 0.12 0.56 15.0 17.6 4.9 2.70 9.41 3.35 15 2.12 905.00 907.30 906.00 907.96 909.04 911.36 4-5 11 10 112.837 0.24 1.09 0.40 0.10 0.44 15.0 16.6 5.0 2.18 5.77 3.58 15 0.80 907.30 908.20 907.96 908.79 911.36 917.84 5-6 12 11 214.356 0.85 0.85 0.40 0.34 0.34 15.0 15.0 5.2 1.77 2.43 3.38 12 0.47 908.50 909.50 909.13 910.13 917.84 913.90 6-7 13 3 18.532 0.49 0.49 0.40 0.20 0.20 15.0 15.0 5.2 1.02 3.70 2.80 12 1.08 909.30 909.50 909.84 909.92 913.47 913.48 8-14 Project File: STORM DESIGN 012517.stm Number of lines: 13 Run Date: 1/25/2017 NOTES:Intensity = 88.241(Inlet time + 15.50) ^ 0.83; Return period =Yrs. 10 c = cir e = ellip b = box Storm Sewers 0050 Inlet Report Page 1 Line No Inlet ID Q = CIA (cfs) Q carry (cfs) Q Capt (cfs) Q Byp (cfs) Junc type Curb Inlet Ht L (in) (ft) Grate Inlet Area L W (sqft) (ft) (ft) Gutter So W SW Sx n Depth Spread (Wit) (ft) (ftlft) (ft/ft) (ft) (ft) Inlet Depth Spread Depr (ft) (ft) (in) Byp Line No 1 2 0.00 0.00 0.00 0.00 MH 0.0 0.00 0.00 0.00 0.00 3ag 0.00 0.000 0.000 0.000 0.00 0.00 0.00 0.00 0.0 Off 2 3 0.00 0.00 0.00 0.00 MH 0.0 0.00 0.00 0.00 0.00 ag 0.00 0.000 0.000 0.000 0.00 0.00 0.00 0.00 0.0 Off 3 8 0.06 0.00 0.06 0.00 Comb 4.0 1.00 0.00 1.00 2.00 .100 2.00 0.050 0.020 0.013 0.04 0.88 0.00 0.00 0.0 Off 4 9 0.23 0.00 0.19 0.04 Comb 4.0 0.03 0.00 0.03 2.00 .100 2.00 0.050 0.020 0.013 0.07 1.42 0.04 0.74 0.0 Off 5 10 1.56 0.00 1.56 0.00 Comb 4.0 0.00 3.10 1.55 2.00 ag 2.00 0.050 0.020 0.000 0.31 12.35 0.31 12.35 0.0 Off 6 11 0.00 0.00 0.00 0.00 MH 0.0 0.00 0.00 0.00 0.00 ag 0.00 0.000 0.000 0.000 0.00 0.00 0.00 0.00 0.0 Off 7 12 0.75 0.00 0.75 0.00 Comb 4.0 2.84 0.00 2.84 2.00 .100 2.00 0.050 0.020 0.013 0.11 2.51 0.00 0.00 0.0 Off 8 13 1.02 0.00 1.00 0.02 Comb 4.0 3.88 0.00 3.88 2.00 .100 2.00 0.050 0.020 0.013 0.12 3.16 0.03 0.54 0.0 Off 9 4 0.65 0.00 0.65 0.00 Comb 4.0 2.41 0.00 2.41 2.00 .100 2.00 0.050 0.020 0.013 0.10 2.21 0.00 0.00 0.0 Off 10 5 0.63 0.00 0.63 0.00 Comb 4.0 2.29 0.00 2.29 2.00 .100 2.00 0.050 0.020 0.013 0.10 2.16 0.00 0.00 0.0 Off 11 6 0.50 0.00 0.50 0.00 Comb 4.0 1.68 0.00 1.68 2.00 .100 2.00 0.050 0.020 0.013 0.10 1.90 0.00 0.00 0.0 Off 12 7 1.77 0.00 1.77 0.00 Comb 4.0 0.00 3.10 1.55 2.00 ag 2.00 0.050 0.020 0.000 0.33 13.50 0.33 13.50 0.0 Off 13 14 1.02 0.00 1.00 0.02 Comb 4.0 3.88 0.00 3.88 2.00 .100 2.00 0.050 0.020 0.013 0.12 3.16 0.03 0.54 0.0 Off Project File: STORM DESIGN 012517.stm Number of lines: 13 Run Date: 1/25/2017 NOTES: Inlet N -Values = 0.016; Intensity = 88.24 / (Inlet time + 15.50) A 0.83; Return period = 10 Yrs. ; . Indicates Known Q added. All curb inlets are throat. Storm Sawem v10.° MyReport Page 1 Line No. Area Dn (sgft) Area Up (sqft) Byp Ln No Coeff C1 (C) Coeff C2 (C) Coeff C3 (C) Capac Full (cis) Crit Depth (ft) Cross SI, Sw (ft/ft) Cross SI, Sx (ft/it) Curb Len (ft) Deg Ang (Deg) Dep fh Dn (ft) Depth up (ft) DnStm Ln No Drng Area (ac) Easting X (ft) EGL Dn (ft) EGL Up (ft) Energy Loss (ft) 1 1.49 1.50 n/a 0.20 0.50 0.90 35.84 0.96 .... .... .... -52.949 0.96 0.96- Outfall 0.00 559020.85 893.34 893.84 0.000 2 0.50 1.13 n/a 0.20 0.50 0.90 19.59 1.08 .... .... .... -47.441 0.53 1.08** 1 0.00 558998.51 894.50 906.45 0.000 3 0.87 0.87 Offsite 0.20 0.50 0.90 20.10 0.84 0.050 0.020 1.00 -76.441 0.88 0.84** 2 0.03 558956.24 906.16 910.21 0.000 4 0.59 0.75 Offsite 0.20 0.50 0.90 6.93 0.73 0.050 0.020 0.03 13.076 0.61 0.73** 3 0.11 558906.28 910.31 911.04 0.000 5 0.72 0.72 Sag 0.20 0.50 0.90 6.21 0.71 0.050 0.020 0.00 53.220 0.73 0.71** 4 0.75 558875.97 911.02 911.80 0.000 6 0.48 0.48 n/a 0.20 0.50 0.90 10.06 0.51 .... .... .... -19.397 0.71 0.51** 5 0.00 558852.15 911.71 912.41 0.000 7 0.59 0.58 Offsite 0.20 0.50 0.90 3.74 0.53 0.050 0.020 2.84 -30.524 0.60 0.60 6 0.36 558711.98 912.44 912.94 0.502 8 0.32 0.32 Offsite 0.20 0.50 0.90 4.08 0.42 0.050 0.020 3.88 -100.864 0.51 0.42** 7 0.49 558708.52 913.17 913.39 0.000 9 1.13 0.96 Offsite 0.20 0.50 0.90 4.45 0.72 0.050 0.020 2.41 7.264 1.08 0.91 2 0.31 558995.06 905.91 906.09 0.176 10 0.66 0.66 Offsite 0.20 0.50 0.90 9.41 0.66 0.050 0.020 2.29 8.206 1.00 0.66** 9 0.30 559004.65 906.26 908.22 0.000 11 0.57 0.57 Offsite 0.20 0.50 0.90 5.77 0.59 0.050 0.020 1.68 0.000 0.66 0.59** 10 0.24 559014.64 908.19 909.02 0.000 12 0.52 0.52 Sag 0.20 0.50 0.90 2.43 0.57 0.050 0.020 0.00 -95.897 0.63 0.63 11 0.85 558800.31 909.31 910.31 1.002 13 0.32 0.32 Offsite 0.20 0.50 0.90 3.70 0.42 0.050 0.020 3.88 -92.612 0.54 0.42" 3 0.49 558956.06 910.00 910.09 0.000 Project File: STORM DESIGN 012517.stm Number of lines: 13 Date: 1/25/2017 NOTES: ** Critical depth storm sews MyReport Page 2 Flow Sf Sf Grate Grate Grate Gnd/Rim Gnd1Rim Gutter Gutter Gutter Gutter HGL HGL HGL HGL HGL Incr Incr Inlet Inlet Rate Ave Dn Area Len Width EI Dn El Up Depth Slope Spread Width Dn Up Jnct Jmp Dn Jmp Up CxA Q Depth Eff (cfs) (ft/ t) (ft/ft) (sgft) (ft) (ft) (ft) (ft) (ft) (tuft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (efs) (ft) M 7.37 0.000 0.000 .... .... .... 894.33 897.33 .... .... .... .... 892.96 893.46 893.46 .... .... 0.00 0.00 .... .... 7.43 0.000 0.000 .... .... .... 897.33 908.91 .... .... .... .... 893.83 905.78 905.78 .... .... 0.00 0.00 .... .... 4.27 0.000 0.000 ... 1.00 2.00 908.91 913.47 0.04 0.100 0.88 2.00 905.78 909.841 909.84 906.15 906.28 0.01 0.06 0.00 100 3.30 0.000 0.000 .... 0.03 2.00 913.47 914.08 0.07 0.100 1.42 2.00 910.01 910.73 910.73 .... .... 0.04 0.23 0.04 82 3.13 0.000 0.000 3.10 1.55 2.00 914.08 914.86 0.31 Sag 12.35 2.00 910.73 911.51 j 911.51 910.79 910.75 0.30 1.56 0.31 100 1.68 0.000 0.000 .... .... .... 914.86 916.04 .... .... .... .... 911.51 912.21 j 912.21 911.49 911.43 0.00 0.00 .... .... 1.76 0.337 0.336 .... 2.84 2.00 916.04 916.86 0.11 0.100 2.51 2.00 912.30 912.80 913.01 .... .... 0.14 0.75 0.00 100 1.02 0.000 0.000 ... 3.88 2.00 916.86 916.84 0.12 0.100 3.16 2.00 913.01 913.22 j 913.22 912.99 912.95 0.20 1.02 0.03 98 3.24 0.279 0.231 .... 2.41 2.00 908.91 909.04 0.10 0.100 2.21 2.00 905.78 905.91 906.00 .... .... 0.12 0.65 0.00 100 2.70 0.000 0.000 ... 2.29 2.00 909.04 911.36 0.10 0.100 2.16 2.00 906.00 907.96 j 907.96 905.89 905.80 0.12 0.63 0.00 100 2.18 0.000 0.000 ... 1.68 2.00 911.36 917.84 0.10 0.100 1.90 2.00 907.96 908.79 j 908.79 907.98 907.94 0.10 0.50 0.00 100 1.77 0.467 0.466 3.10 1.55 2.00 917.84 913.90 0.33 Sag 13.50 2.00 909.13 910.13 910.31 .... .... 0.34 1.77 0.33 100 1.02 0.000 0.000 ... 3.88 2.00 913.47 913.48 0.12 0.100 3.16 2.00 909.84 909.92 j 909.92 909.83 909.71 0.20 1.02 0.03 98 Project File: STORM DESIGN 012517.stm Number of lines: 13 Date: 1/25/2017 NOTES: "Critical depth Storm Sewe MyReport Page 3 Inlet ID Inlet Loc Inlet Spread (k) Inlet Time (min) i Sys (In/hr) t Inlet (tnlhr) Invert Dn (k) Invert Up (k) Jump Loc (k) Jump Len (k) Vel Hd Jmp Dn (k) Vol Hd Jmp Up (k) J -Loss Coeff Junct Type Known 0 (cfs) Cost RCP Cost CMP Cost PVC 2 Sag .... 15.0 4.69 0.00 892.00 892.50 .... .... 0.00 0.00 0.78 z MH 0.00 874 787 743 3 Sag .... 15.0 4.72 0.00 893.30 904.70 .... .... 0.00 0.00 0.98z MH 0.00 4,443 3,998 3,776 8 On Grade 0.00 15.0 4.78 5.21 904.90 909.00 4.23 4.18 0.37 0.99 1.50z Comb. 0.00 1,590 1,431 1,352 9 On Grade 0.74 15.0 4.82 5.21 909.40 910.00 .... .... 0.00 0.00 1.25 z Comb. 0.00 1,940 1,746 1,649 10 Sag 12.35 15.0 4.89 5.21 910.00 910.80 8.64 3.57 0.29 0.38 0.58z Comb. 0.00 3,130 2,817 2,661 11 Sag ... 15.0 4.94 0.00 910.80 911.70 7.42 2.57 0.19 0.41 0.56 z MH 0.00 1,415 1,274 1,203 12 On Grade 0.00 15.0 5.17 5.21 911.70 912.20 .... .... 0.00 0.00 1.50 Comb. 0.00 5,318 4,786 4,520 13 On Grade 0.54 15.0 5.21 5.21 912.50 912.80 4.58 2.13 0.16 0.24 1.00 z Comb. 0.00 795 716 676 4 On Grade 0.00 15.0 4.77 5.21 904.70 905.00 .... .... 0.00 0.00 0.50 Comb. 0.00 2,325 2,093 1,976 5 On Grade 0.00 15.0 4.86 5.21 905.00 907.30 10.83 3.31 0.26 0.54 0.50 z Comb. 0.00 3,900 3,510 3,315 6 On Grade 0.00 15.0 5.00 5.21 907.30 908.20 11.28 2.96 0.23 0.30 1.50 z Comb. 0.00 4,610 4,149 3,919 7 Sag 13.50 15.0 5.21 5.21 908.50 909.50 .... .... 0.00 0.00 1.00 Comb. 0.00 7,553 6,797 6,420 14 On Grade 0.54 15.0 5.21 5.21 909.30 909.50 1.85 2.54 0.10 0.24 1.00 z Comb. 0.00 651 586 553 Project File: STORM DESIGN 012517.stm Number of lines: 13 Date: 1/25/2017 NOTES: Intensity = 88.24 / (Inlet time + 15.50) ^ 0.83 - Return period = 10 Yrs.; " Critical depth Storm Sewe MyReport Page 4 Line ID Line Length (ft) Line Size (in) Line Slope N Line Type Local Depr (in) n-val Gutter n-val Pipe Minor Loss Iff) Northing Y (ft) Pipe Travel (min) 0 Byp (cfs) 0 Capt (cfs) 0 Carry (cfs) Line Rise (in) Runoff Coeff (C) Line Span (in) Area Al (ac) Area A2 (ac) Area A3 (ac) 1-2 19.902 24 2.51 Cir .... .... 0.013 0.29 172772.09 0.14 .... .... .... 24 0.00 24 0.00 0.00 0.00 2-3 123.861 15 9.20 Cir .... .... 0.013 0.66 172893.92 0.33 .... .... .... 15 -0.00 15 0.00 0.00 0.00 3-8 42.332 15 9.69 Cir 0.0 0.013 0.013 n/a 172896.26 0.20 0.00 0.06 0.00 15 0.40 15 0.00 0.00 0.00 8-9 52.039 15 1.15 Cir 0.0 0.013 0.013 n/a 172910.81 0.31 0.04 0.19 0.00 15 0.40 15 0.00 0.00 0.00 9-10 86.405 15 0.93 Cir 0.0 ... 0.013 n/a 172991.73 0.55 0.00 1.56 0.00 15 0.40 15 0.00 0.00 0.00 10-11 37.098 15 2.43 Cir .... .... 0.013 n/a 173020.17 0.44 .... .... .... 15 0.00 15 0.00 0.00 0.00 11-12 148.746 15 0.34 Cir 0.0 0.013 0.013 0.21 173069.93 1.72 0.00 0.75 0.00 15 0.40 15 0.00 0.00 0.00 12-13 22.875 12 1.31 Cir 0.0 0.013 0.013 n/a 173047.32 0.29 0.02 1.00 0.00 12 0.40 12 0.00. 0.00 0.00 3-4 63.108 15 0.48 Cir 0.0 0.013 0.013 0.09 172956.93 0.39 0.00 0.65 0.00 15 0.40 15 0.00 0.00 0.00 4-5 108.288 15 2.12 Cir 0.0 0.013 0.013 n/a 173064.79 0.80 0.00 0.63 0.00 15 0.40 15 0.00 0.00 0.00 5-6 112.837 15 0.80 Cir 0.0 0.013 0.013 n/a 173177.19 1.05 0.00 0.50 0.00 15 0.40 15 0.00 0.00 0.00 6-7 214.356 12 0.47 Cir 0.0 ... 0.013 0.18 173174.13 1.58 0.00 1.77 0.00 12 0.40 12 0.00 0.00 0.00 8-14 18.532 12 1.08 Cir 0.0 0.013 0.013 n/a 172877.72 0.24 0.02 1.00 0.00 12 0.40 12 0.00 0.00 0.00 Project File: STORM DESIGN 012517.stm Number of lines: 13 Date: 1/25/2017 NOTES: "Critical depth sew Sarre MyReport Page 5 Tc (min) Throat Ht (in) Total Area (ac) Total CXA Total Runoff (cfs) Vel Ave (ft/s) Vel Dn MIS) Vel Hd Dn (ft) Vel Hd Up (ft) Vel Up (ft/S) Cover Dn (ft) Cover Up (ft) Storage (cft) 19.2 ... 3.93 1.57 7.37 4.93 4.94 0.38 0.38 4.92 0.33 2.83 29.73 18.8 ... 1 3.93 1.57 7.43 10.71 14.86 0.67 0.67 6.57 2.78 2.96 103.05 18.3 4.0 2.23 0.89 4.27 4.74 4.59 0.37 0.37 4.89 2.76 3.22 38.12 18.0 4.0 1.71 0.68 3.30 5.00 5.58 0.30 0.30 4.42 2.82 2.83 34.79 17.5 4.0 1.60 0.64 3.13 4.27 4.19 0.29 0.29 4.34 2.83 2.81 63.35 17.0 ... 0.85 0.34 1.68 2.93 2.33 0.19 0.19 3.53 2.81 3.09 22.18 15.3 4.0 0.85 0.34 1.76 3.01 3.00 0.14 0.14 3.01 3.09 3.41 86.93 15.0 4.0 0.49 0.20 1.02 2.87 2.52 0.16 0.16 3.22 3.36 3.04 8.26 18.4 4.0 1.70 0.68 3.24 3.13 2.87 0.13 0.18 3.39 2.96 2.79 66.07 17.6 4.0 1.39 0.56 2.70 3.35 2.57 0.26 0.26 4.12 2.79 2.81 93.14 16.6 4.0 1.09 OA4 2.18 3.58 3.32 0.23 0.23 3.83 2.81 8.39 69.07 15.0 4.0 0.85 0.34 1.77 3.38 3.38 0.18 0.18 3.39 8.34 3.40 112.29 15.0 4.0 0.49 0.20 1.02 2.80 2.38 0.16 0.16 3.22 3.17 2.98 6.91 Project File: STORM DESIGN 012517.stm Number of lines: 13 Date: 1/25/2017 NOTES: "Critical depth Storm S"e Storm Sewer Inlet Time Tabulation Page 1 Line Line ID Tc Sheet Flow Shallow Concentrated Flow Channel Flow Total No. Method n- flow, 2 -yr Land Travel flow Water Surf Ave Travel X -sec Wetted Chan n- Vel flow Travel Travel Value Length 24h P Slope Time Length Slope Descr Vel Time Area Perim Slope Value Length Time Time (ft) (in) (%) (min) (ft) N. (ft/s) (min) (s9ft) (ft) (%) (ft) (min) (min) 1 1-2 User 15.00 2 2-3 User 15.00 3 3-8 User 15.00 4 8-9 User 15.00 5 9-10 User 15.00 6 10-11 User 15.00 7 11-12 User 15.00 8 12-13 User 15.00 9 3-4 User 15.00 10 4-5 User 15.00 11 5-6 User 15.00 12 6-7 User 15.00 13 8-14 User 15.00 Project File: STORM DESIGN 012517.stm Min. Tc used for intensity calculations = 5 min Number of lines: 13 Date: 1/25/2017 Storrs Savers v10.5