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Home My WebLink AboutSW8030720_Design Calculations (Pipes 2)_20210825Hydraflow Storm Sewers Extension for Autodesk@ Civil 3D@ Plan 2 1 5 4 3 ................ . ................ —1 ............. . ............................ ............................. .......... . .......... ........... ........... ........... ........... ........... ........... ........... ........... ........... ........... ................................................................................................................................... ...... . . . . ................ . ............... * Outfall Project File: Pipe Flow Ex SDMH-1 to Ex DI-4.stm Number of lines: 5 1 Date: 8/24/2021 Storm Sewers v2019.20 Line Profile (Line 1) - 15 Page 1 of 1 Line 1 - 15 Sew (ft), "11 .0o ..... — "11 .0o ,9. OJD — — ...... ............... .............. . ..... . ........ 9.100 .. . . . . . .. . ... . ...... .......... ............................. '7'. 1010 ............... . ................................ ............ ............... . ............ ............... T GO 1, 5,5,.. 0,0,0-L f - 18 @ 0., 3,2,"))' 1 'n 2 5.100 IGO — 3.100 ,D 1 D 210 3D 40 50 60 7D SO 90 1 GO 1 "1 D 1210 130 1410 15D 1 ED 1170 1 SO Reach (ft), Invert Elevation Depth of Flow Hydraulic Grade Line Velocity Cover Line # Q Dn Up Dn Up Hw Dn Up Jnct Dn Up Dn Up (cfs) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft/s) (ft/s) (ft) (ft) 1 0.43 6.87 7.37 0.82 0.37 0.39 7.69 7.74 7.76 0.43 1.24 1.98 3.23 Project File: No. Lines: 5 _T Run Date: 8/24/2021 Storm Sewers Line Profile (Line 2) - 16 Page 1 of 1 Line.2 - 16 S ev (ft), -14.100 — D 16 DI I_, 141 -14. DO 12.100 — 12. 'Do ..................... ........... ........... I ........... ........... ........... ........... ................................................. ........... ............................................................. — ........ I =III ............... ...... — I ....... ............... ................. ............................... . ....................... .............. MMMMMMMr- 6.100 . 1161 77 OU I I &'I' @ Q., 3 3 ................ I In, &GiD 4.100 — 4.100 ,D 'I D 21D 3D 40 5D 80 70 K 9D 1100 111D 121D 130 140 15D 180 170 1180 190 2100 2110 Reach (ft) Invert Elevation Depth of Flow Hydraulic Grade Line Velocity Cover Line # Q Dn Up Dn Up Hw Dn Up Jnct Dn Up Dn Up (cfs) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft/s) (ft/s) (ft) (ft) 2 0.36 7.37 7.98 0.39 0.23 0.26 7.76 8.21 8.24 1.01 2.15 3.23 2.62 Project File: TNo Lines: 5 Run Date: 8/24/2021 Storm Sewers Line Profile (Line 3) - 17 Page 1 of 1 Line 3 - 17 Elev (ft,) F_ -14.100 — D 1 14 -14. DO 12.100 — . ...... 12.100 'I'D. 'Do . ............. I ........................................ ... .............................. .............. ......................................... I ........................................ ......................................... ............... .............. I .......................................... ....................................... .............. I .............. .............. .............................. .............. .............. 'I ID. 'Do a. 1011D — 6.100 72.5,1OU 18:1" 0.2, �,`Yo Z�' 2 T,. 115 4.100 — 4.100 ID 5 '1 D 15 21D 25 3D 35 40 45 50 55 80 65 70 75 SO 85 Reach (ft) Invert Elevation Depth of Flow Hydraulic Grade Line Velocity Cover Line # Q Dn Up Dn Up Hw Dn Up Jnct Dn Up Dn Up (cfs) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft/s) (ft/s) (ft) (ft) 3 0.31 7.98 8.14 0.26 0.26 0.27 8.24 8.40 8.41 1.50 1.57 2.62 3.14 Project File: TNo Lines: 5 Run Date: 8/24/2021 Storm Sewers Line Profile (Line 4) - 18 Page 1 of 1 Line 4 - 18 Sev (ft), '111.100 '111.100 '9 1011D — GO . ................. ... . .................... ................... T74+79,0'Lf 1137" @ 0.321% I r 1155 7.100 - T GO 5.100 — 5.100 ,D "I D 210 30 410 50 ED 70 K 9D 11,00 1110 121D 130 11,40 15D 180 170 1180 190 2100 Reach (ft), Invert Elevation Depth of Flow Hydraulic Grade Line Velocity Cover Line # Q Dn Up Dn Up Hw Dn Up Jnct Dn Up Dn Up (cfs) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft/s) (ft/s) (ft) (ft) 4 0.22 8.19 8.75 0.22 0.18 0.21 8.41 8.93 8.96 1.33 1.76 3.09 2.50 Project File: TNo Lines: 5 Run Date: 8/24/2021 Storm Sewers Line Profile (Line 5) - 19 Page 1 of 1 Line 5 - 19 S ev (ft), 15.100 F'SNII)H1 all '111.100 ................. ................... ................... ............... I. E ................... ............... ............... . ..... . : . . ...... .. ... .......... R ................... — '111.100 1011D - Effimmor .... ....... Ml . I . .......... MMMM1,,%gMM Enalmmonn mdMMMMPEN MMOMpmmom so --- amd J 9.100 20 1. 0 30'Lf 18"' @ 0., 3'2'% 7.100 7.100 5.100 5.100 ID 21D 410 &0 SO 1 'DO '1210 140 180 1 SO 2100 2210 241D 280 Reach (ft) Invert Elevation Depth of Flow Hydraulic Grade Line Velocity Cover Line # Q Dn Up Dn Up Hw Dn Up Jnct Dn Up Dn Up (cfs) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft/s) (ft/s) (ft) (ft) 5 0.02 8.80 9.44 0.16 0.05 0.07 8.96 9.49 9.51 0.18 0.92 2.45 1.82 Project File: TNo Lines: 5 Run Date: 8/24/2021 Storm Sewers Line Profile (Line 1) - 15 Page 1 of 1 Line 1 - 15 Sew (ft), "11 .0o ..... — "11 .0o ,9. OJD — — ...... ............... .............. . ..... . ........ 9.100 .. . . . . . .. . ... . ...... .......... ............................. '7'. 1010 ............... . ................................ ............ ............... . ............ ............... T GO 1, 5,5,.. 0,0,0-L f - 18 @ 0., 3,2,"))' 1 'n 2 5.100 IGO — 3.100 ,D 1 D 210 3D 40 50 60 7D SO 90 1 GO 1 "1 D 1210 130 1410 15D 1 ED 1170 1 SO Reach (ft), Invert Elevation Depth of Flow Hydraulic Grade Line Velocity Cover Line # Q Dn Up Dn Up Hw Dn Up Jnct Dn Up Dn Up (cfs) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft/s) (ft/s) (ft) (ft) 1 0.93 6.87 7.37 0.82 0.45 0.48 7.69 7.82 7.85 0.95 2.12 1.98 3.23 Project File: No. Lines: 5 _T Run Date: 8/24/2021 Storm Sewers Line Profile (Line 2) - 16 Page 1 of 1 Line.2 - 16 S ev (ft), -14.100 — D 16 D, 141 -14. DO 12.100 — 12. 'Do 'I'D. 'Do ..................... ........... ........... I ........... ........... ........... ........... ......................... I ....................... ........... ............................................................. ...... 'I ID. 'Do . ........ ............... ............... ............... ............. 1011D — ................. ............................... .................. . .......... .............................. . . .................. I _", . . . -.0 . ............ ............................ . ...... 11 ....... . ....... 6.100 1,86, TIOU - - 11, 9"' @ J,., 3 3 1i ................ U. UILI 4.100 — 4.100 ,D 'I D 21D 3D 40 5D 80 70 K 9D 1100 111D 121D 130 140 15D 180 1170 1180 190 2100 2110 Reach (ft) Invert Elevation Depth of Flow Hydraulic Grade Line Velocity Cover Line # Q Dn Up Dn Up Hw Dn Up Jnct Dn Up Dn Up (cfs) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft/s) (ft/s) (ft) (ft) 2 0.80 7.37 7.98 0.48 0.34 0.39 7.85 8.32 8.37 1.63 2.67 3.23 2.62 Project File: TNo Lines: 5 Run Date: 8/24/2021 Storm Sewers Line Profile (Line 3) - 17 Page 1 of 1 Line 3 - 17 EIIII (ft,) -14.100 — D 1 14 -14. DO 12.100 — . ...... 12.100 'Do . ............. ........................................ ... .............................. .............. ......................................... ........................................ ......................................... ............... .............. I .......................................... ....................................... .............. .............. .............. .............................. .............. .............. 'Do a. 1011D — ......................................... ........................................ ............................... 8'. GO 72.5,1OU 18:1" @,. 0.2. "1 4 2 15 16. 1011D - 16. GiD ,4. DD 4.100 ID 5 1 D 15 21D 25 3D 35 40 45 50 55 80 65 70 75 SO 85 Reach (ft) Invert Elevation Depth of Flow Hydraulic Grade Line Velocity Cover Line # Q Dn Up Dn Up Hw Dn Up Jnct Dn Up Dn Up (cfs) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft/s) (ft/s) (ft) (ft) 3 0.69 7.98 8.14 0.39 0.38 0.41 8.37 8.52 8.55 1.86 1.98 2.62 3.14 Project File: TNo Lines: 5 Run Date: 8/24/2021 Storm Sewers Line Profile (Line 4) - 18 Page 1 of 1 Line 4 - 18 Sev (ft), '111.100 '111.100 '9 1011D + ... ................................... GO ......................... .... ............... . . . . 1741,79,0L f - 11 37" @ 0.,, le", % r 1155 '7'. 00 — T GO ,5. DD 1 5. GO ,D "I D 210 30 410 50 ED 70 K 9D 11,00 1110 121D 130 11,40 15D 180 170 1180 190 2100 Reach (ft), Invert Elevation Depth of Flow Hydraulic Grade Line Velocity Cover Line # Q Dn Up Dn Up Hw Dn Up Jnct Dn Up Dn Up (cfs) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft/s) (ft/s) (ft) (ft) 4 0.48 8.19 8.75 0.36 0.27 0.31 8.55 9.02 9.06 1.49 2.28 3.09 2.50 Project File: TNo Lines: 5 Run Date: 8/24/2021 Storm Sewers Line Profile (Line 5) - 19 Page 1 of 1 Line 5 - 19 S ev (ft), 15.100 F'SNII)H1 all '111.100 .................. .......... ......... ................... . . - . . .............................................. . ................... ................... ............... .. .................... ..... ................... 1 - '111.100 T. . .............................. 9.100 20 1. C 30'Lf 18"" @ 0., 321% ,5. Do 5.100 ID 21D 40 &0 SO 1 DD 1210 140 180 1 SO 2100 2210 241D 280 Reach (ft) Invert Elevation Depth of Flow Hydraulic Grade Line Velocity Cover Line # Q Dn Up Dn Up Hw Dn Up Jnct Dn Up Dn Up (cfs) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft/s) (ft/s) (ft) (ft) 5 0.02 8.80 9.44 0.26 0.06 0.08 9.06 9.50 9.52 0.12 0.93 2.45 1.82 Project File: FNo Lines: 5 Run Date: 8/24/2021 Storm Sewers Storm Sewer Summary Report Page I Line Line ID Flow Line Line Line Invert Invert Line HGL HGL Minor HGL Dns Junction No. rate 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 15 0.43 18 Cir 155.000 6.87 7.37 0.323 7.69 7.74 0.01 7.76 End DropGrate 2 16 0.36 18 Cir 186.770 7.37 7.98 0.327 7.76 8.21 0.04 8.24 1 DropGrate 3 17 0.31 18 Cir 72.510 7.98 8.14 0.221 8.24 8.40 0.02 8.41 2 Combination 4 18 0.22 18 Cir 174.790 8.19 8.75 0.320 8.41 8.93 0.02 8.96 3 Combination 5 19 0.02 18 Cir 201.030 8.80 9.44 0.318 8.96 9.49 0.01 9.51 4 Manhole Project File: Pipe Flow Ex SDMH-1 to Ex DI-4.stm -- Number of lines: 5 7Run Date: 8/24/2021 NOTES: Return period = 10 Yrs. Storm Sewers v2019.20 Storm Sewer Summary Report Page I Line Line ID Flow Line Line Line Invert Invert Line HGL HGL Minor HGL Dns Junction No. rate 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 15 0.93 18 Cir 155.000 6.87 7.37 0.323 7.69 7.82 0.03 7.85 End DropGrate 2 16 0.80 18 Cir 186.770 7.37 7.98 0.327 7.85 8.32 0.06 8.37 1 DropGrate 3 17 0.69 18 Cir 72.510 7.98 8.14 0.221 8.37 8.52 0.03 8.55 2 Combination 4 18 0.48 18 Cir 174.790 8.19 8.75 0.320 8.55 9.02 0.04 9.06 3 Combination 5 19 0.02 18 Cir 201.030 8.80 9.44 0.318 9.06 9.50 0.01 9.52 4 Manhole Project File: Pipe Flow Ex SDMH-1 to Ex DI-4.stm -- Number of lines: 5 7Run Date: 8/24/2021 NOTES: Return period = 100 Yrs. Storm Sewers v2019.20 Storm Sewer Summary Report Page I Line Line ID Flow Line Line Line Invert Invert Line HGL HGL Minor HGL Dns Junction No. rate 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 26.00 36 Cir 26.940 4.00 4.08 0.297 7.92* 7.96* 0.13 8.10 End Manhole 2 2 26.21 36 Cir 61.810 4.08 4.37 0.469 8.10* 8.19* 0.32 8.51 1 DropGrate 3 3 10.63 36 Cir 136.000 4.37 4.82 0.331 8.51 * 8.55* 0.04 8.58 2 Manhole 4 4 10.94 36 Cir 75.700 4.82 5.26 0.581 8.58* 8.60* 0.02 8.62 3 DropGrate 5 5 7.30 24 Cir 105.320 5.26 5.80 0.513 8.62* 8.73* 0.09 8.82 4 DropGrate 6 6 3.46 18 Cir 105.280 5.80 6.32 0.494 8.82* 8.93* 0.07 9.00 5 DropGrate 7 7 1.92 15 Cir 103.140 6.32 6.83 0.494 9.00* 9.09* 0.04 9.13 6 DropGrate 8 8 12.78 36 Cir 193.000 4.37 4.85 0.249 8.51 * 8.58* 0.08 8.66 2 DropGrate 9 9 8.99 36 Cir 116.000 5.05 5.57 0.448 8.66* 8.68* 0.03 8.71 8 DropGrate 10 10 8.53 24 Cir 84.980 5.57 5.95 0.447 8.71 * 8.83* 0.17 9.01 9 DropGrate 11 11 5.90 24 Cir 113.220 5.95 6.54 0.521 9.01* 9.08* 0.06 9.14 10 DropGrate 12 12 5.81 18 Cir 68.710 6.54 6.81 0.393 9.14* 9.36* 0.16 9.52 11 DropGrate 13 13 3.05 15 Cir 107.000 6.81 7.26 0.421 9.52* 9.76* 0.10 9.85 12 DropGrate 14 14 1.46 15 Cir 59.000 7.05 8.10 1.780 9.01 9.03 0.03 9.06 10 OpenHeadwall 15 15 3.21 6 Cir 20.000 7.05 11.50 22.250 8.51 15.05* 4.14 19.19 2 None 16 16 2.95 6 Cir 20.000 4.85 4.92 0.350 8.66* 14.18* 3.50 17.68 8 None 17 17 1.04 6 Cir 60.000 5.95 6.61 1.100 9.01* 11.07* 0.44 11.50 10 None Project File: Pipe Flow to FES-1.stm Number of lines: 17 Run Date: 8/24/2021 NOTES: Return period = 10 Yrs. ; *Surcharged (HGL above crown). Storm Sewers v2019.20 Line Profile (Line 1) - 1 Page 1 of 1 Line 1 - I Elev (ft,) 16.100 — -1 16. 'Do JE E: ...... . . .................. 110.100 — 'I D.100 7'. DO 7777`� ......................................................................................... ....................................... . .................. TOD 4. 00 4.100 2,6.94:0-Lf 36" @ 0., 30% 11.100 '11.100 ID 5 1 ID 15 210 2,5 3D 35 40 Reach (ft), Invert Elevation Depth of Flow Hydraulic Grade Line Velocity Cover Line # Q Dn Up Dn Up Hw Dn Up Jnct Dn Up Dn Up (cfs) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft/s) (ft/s) (ft) (ft) 1 26.00 4.00 4.08 3.00 3.00 4.02 7.92 7.96 8.10 3.68 3.68 0.08 5.13 Project File: TNo Lines: 17 Run Date: 8/24/2021 Storm Sewers Line Profile (Line 2) - 2 Page 1 of 1 Line.2 -2 Elev (ft,) 16.100 — -1 16. 'Do 13.100 — 13.100 'Do — ................ ....... ....... .................. ............ .... ................. .. 'Do '7'. 00 — ........................................ mod 7 , OD 4.100 — .............................................. . ... ........................................... 7w7- ............... 4.100 P T, & 10, J 3,6 @ 0. 47% .... . . . . . . . . . . . . . . . . . . . . . 11.100— .. . 1.100 ID 5 "I'D 15 21D 2,5 30 35 40 45 5D 55 K 65 70 75 Reach (ft), Invert Elevation Depth of Flow Hydraulic Grade Line Velocity Cover Line # Q Dn Up Dn Up Hw Dn Up Jnct Dn Up Dn Up (cfs) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft/s) (ft/s) (ft) (ft) 2 26.21 4.08 4.37 3.00 3.00 4.14 8.10 8.19 8.51 3.71 3.71 5.13 4.39 Project File: TNo Lines: 17 Run Date: 8/24/2021 Storm Sewers Line Profile (Line 3) - 3 Page 1 of 1 Line 3 - 3 Sev (ft), 16.100 — -1 16. 'Do J,B-,12 ....... ........ ..... .... .. .. ....... ........ ........ ....... ..... ........ .......... ...................... ................ ...... To '17 '7'. 00 . ............... . ...................................... . ......... TOD 4.100 136:0-0 OU 36" 0.. 3 3% 4.100 In, '2 ......................... 1. DD — — 1.100 ID 'I D 210 30 40 5D 80 70 K '90 '1 DO 11 D I 21D 130 140 1,5D '180 Reach (ft), Invert Elevation Depth of Flow Hydraulic Grade Line Velocity Cover Line # Q Dn Up Dn Up Hw Dn Up Jnct Dn Up Dn Up (cfs) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft/s) (ft/s) (ft) (ft) 3 10.63 4.37 4.82 3.00 3.00 3.76 8.51 8.55 8.58 1.50 1.50 4.39 4.44 Project File: TNo Lines: 17 Run Date: 8/24/2021 Storm Sewers Line Profile (Line 4) - 4 Page 1 of 1 Line 4 - 4 Elev (ft,) 16.100 — -1 16. 'Do J, E��4 2 13.100 — 13.100 'Do .. ...... ... .. ...... .. . ...... ..... . .................. ........... ............ ............. ........... 7r ....................................... ................................ ...................................... ....................................... 7.1100 . . . . . . . . . . ....................................... 27 '7r— TOD 4.100 — ............... JU, U J'U', �7777 — 4. OD 11.100 — .1.100 ID 5 '1 D 15 210 2,5 30 15 410 45 5D 55 160 165 70 75 SO 85 90 Reach (ft), Invert Elevation Depth of Flow Hydraulic Grade Line Velocity Cover Line # Q Dn Up Dn Up Hw Dn Up Jnct Dn Up Dn Up (cfs) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft/s) (ft/s) (ft) (ft) 4 10.94 4.82 5.26 3.00 3.00 3.36 8.58 8.60 8.62 1.55 1.55 4.44 2.84 Project File: FNo Lines: 17 Run Date: 8/24/2021 Storm Sewers Line Profile (Line 5) - 5 Page 1 of 1 Line 5 - 5 Sev (ft), D 2 b , F 113 12. 'Do 'Do ............ 1 ............... .................... I .................. I ............. ...... ................... I .................... ............ ....... ................... ................... ............ ....... 'Do . .....................................I I I ....................................................I I ...... . . — ... . ............................................... ..............................................I . . . I- ............. 0'. O'D 16. 1011D JE � .. .......... I .....................................I = J — — 16.100 . . . . ..................... ........... I ........... . . ...................................I ................................I 105,32OU -.241" Cq 0.510/3 2.100 — 2.100 ID 1 ID 210 3D 40 5D &0 70 SO 9D 11 DO 11 ID 1 21D 13D Reach (ft) Invert Elevation Depth of Flow Hydraulic Grade Line Velocity Cover Line # Q Dn Up Dn Up Hw Dn Up Jnct Dn Up Dn Up (cfs) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft/s) (ft/s) (ft) (ft) 5 7.30 5.26 5.80 2.00 2.00 3.02 8.62 8.73 8.82 2.33 2.33 3.84 3.30 Project File: TNo Lines: 17 Run Date: 8/24/2021 Storm Sewers Line Profile (Line 6) - 6 Page 1 of 1 Line 6 - 6 S III (ft), D 1 4 . ..... . ..... w . ......... . .......... . ........................ ........................... . ................. ............... . . . . . . .................................. ....................................... . ............................. 0'.100 ;-;MMMJJJJJJJMMMMW 'dUUUUUUUUUUUUUUUUUUW= 105,28,OU - 18:1" 0.. 49'0/3 4.100 4.100 2. DD 2.iGio ID "I ID 210 30 410 5D 1&0 71D SO '90 1 IDD 11,11 ID 1210 13D Reach (ft), Invert Elevation Depth of Flow Hydraulic Grade Line Velocity Cover Line # Q Dn Up Dn Up Hw Dn Up Jnct Dn Up Dn Up (cfs) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft/s) (ft/s) (ft) (ft) 6 3.46 5.80 6.32 1.50 1.50 2.68 8.82 8.93 9.00 1.96 1.96 3.80 2.84 Project File: TNo Lines: 17 Run Date: 8/24/2021 Storm Sewers Line Profile (Line 7) - 7 Page 1 of 1 Line'7 -7 S ev (ft), 13.100 D 4 Di. -5 ------------ ...... -------- .......... . . ........ L '9 OJD - - ... ....... .... ...... ........... ........ f] qzo ........... .................. ................ ................. ...... . ................ ill,, ............... 1 ...... ............... ............. 7.100 ............ . . . . . . . . . . . . . . ............................................ . ..................... ............. ................................. 1,01,140U N - 15, @ 0., 49% ................................ ,5. OJD — — 5.100 3.100 — 3.100 ID "I ID 210 3D 40 5D &0 70 SO '90 1 DD 11,11 ID 1 21D 13D Reach (ft) Invert Elevation Depth of Flow Hydraulic Grade Line Velocity Cover Line # Q Dn Up Dn Up Hw Dn Up Jnct Dn Up Dn Up (cfs) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft/s) (ft/s) (ft) (ft) 7 1.92 6.32 6.83 1.25 1.25 2.30 9.00 9.09 9.13 1.57 1.57 3.09 2.02 Project File: TNo Lines: 17 Run Date: 8/24/2021 Storm Sewers Line Profile (Line 8) - 8 Page 1 of 1 Line 8 - 8 Sev (ft), 16.100 — -1 16. 'Do ID ,1 4,,6 'I'D. 'Do — ................ ........... ........... ........... ....... ... ........... ........... ........... ........... ........... ........... ........... ........... ........... ........... ........... .......... ....... 'Do 7.. 110,10 ........... TOD ................................ .............................. .......... . . ................. .............................. ................... . .................. ............................... ............................. 4. 00 w ......................... . ............. . - — — — — - - - "'"" .............................. ............................... ............................... 0.2.51% ..................... ................. 4. DinD Jn 11.100 .1.100 ,D 11D 210 3D 40 50 ED 70 SO 90 TOO 111D 121D 13D 11,40 115D 180 170 1180 19D 2100 2,11D 2210 Reach (ft), Invert Elevation Depth of Flow Hydraulic Grade Line Velocity Cover Line # Q Dn Up Dn Up Hw Dn Up Jnct Dn Up Dn Up (cfs) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft/s) (ft/s) (ft) (ft) 8 12.78 4.37 4.85 3.00 3.00 3.81 8.51 8.58 8.66 1.81 1.81 4.39 3.91 Project File: TNo Lines: 17 Run Date: 8/24/2021 Storm Sewers Line Profile (Line 9) - 9 Page 1 of 1 Line 9 - 9 S ev (ft), 16.100 — -1 16. 'Do DO — '13.100 'I ID. 'Do .................. ................... . .... ................. .................. ................. .... ......... ID. 'Do 7.100 TOD 4. 00 ............ 1' 1' r", . ...... n �nj' .................................... ........... f - w,,,, &R, ........... ............................... ...... ..... n . . .. 4""'O'D ,i . Do too ID 1 ID 21D 30 40 5D 'ED 70 SO 9D "I DO 1110 1 21D 13D 11410 Reach (ft) Invert Elevation Depth of Flow Hydraulic Grade Line Velocity Cover Line # Q Dn Up Dn Up Hw Dn Up Jnct Dn Up Dn Up (cfs) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft/s) (ft/s) (ft) (ft) 9 8.99 5.05 5.57 3.00 3.00 3.14 8.66 8.68 8.71 1.27 1.27 3.71 3.43 Project File: FNo Lines: 17 Run Date: 8/24/2021 Storm Sewers Line Profile (Line 10) - 10 Page 1 of 1 Line 10 - 10 Elev (ft,) ............................... '111.100 ............. .......... ...... ........... ........... ...................... . .. .. .. .. . . . . . . . . . . 11.100 r .......... ............. .... . _L�Lk 4L . . . . . . ............... 4 . . . . . . . . . . . . . . ............. I .................................... I .................................... I ... . . .......................... .................................... .................................... .. . . ......................... .. .... ........ . ....... Zio 5.1011D ................... ... . .......................... . . . . ............. . .............................. .................................... ..................................... . ............................. .................................... ................................... .................................. I �e9 2.100 — - 2.100 ,D 5 "1 D 15 210 25 30 35 410 45 5D 55 80 65 7D 75 SO 85 9,0 9,5 Reach (ft), Invert Elevation Depth of Flow Hydraulic Grade Line Velocity Cover Line # Q Dn Up Dn Up Hw Dn Up Jnct Dn Up Dn Up (cfs) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft/s) (ft/s) (ft) (ft) 10 8.53 5.57 5.95 2.00 2.00 3.06 8.71 8.83 9.01 2.72 2.72 4.43 3.40 Project File: TNo Lines: 17 Run Date: 8/24/2021 Storm Sewers Line Profile (Line 11) - 11 Page 1 of 1 D i Line 11 -11 .................. ................... I ................. .................. .................. .................. .. .............. .................. ... . .................. . a. 1101111D ...aMMUM NONE=== 7 —""' GO � . ........................ ............. ............... ...................................... 1 1-- 1, 1, 12 2, DU - 241"' U, 52 % i '12 in 15 1 �if 4.100 — 4.100 2.100 — 2.100 ID 1 ID 21D 30 40 5D 'ED 70 SO 9D "I DO 1110 1 21D 13D 11410 Reach (ft) Invert Elevation Depth of Flow Hydraulic Grade Line Velocity Cover Line # Q Dn Up Dn Up Hw Dn Up Jnct Dn Up Dn Up (cfs) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft/s) (ft/s) (ft) (ft) 11 5.90 5.95 6.54 2.00 2.00 2.60 9.01 9.08 9.14 1.88 1.88 3.40 2.86 Project File: TNo Lines: 17 Run Date: 8/24/2021 Storm Sewers Line Profile (Line 12) - 12 Page 1 of 1 Line 12 - 12 Elev (ft,) '9 .............. . .......... ........... 9.100 . . ...................................... ...................................... ... ............ 7.. 110,10 ............... . .............. 7.100 .......................... 5.1011D — 5.100 IGO 3.100 ID 5 1 ID '15 21D 2 B 3D 35 40 45 50 55 80 165 70 75 SO Reach (ft), Invert Elevation Depth of Flow Hydraulic Grade Line Velocity Cover Line # Q Dn Up Dn Up Hw Dn Up Jnct Dn Up Dn Up (cfs) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft/s) (ft/s) (ft) (ft) 12 5.81 6.54 6.81 1.50 1.50 2.71 9.14 9.36 9.52 3.29 3.29 3.36 1.79 Project File: TNo Lines: 17 Run Date: 8/24/2021 Storm Sewers Line Profile (Line 13) - 13 Page 1 of 1 Line 13 - 13 Sev (ft), DI D11- 11 '9 OJD — — ............... 9.100 ..................... ....................................... ... . ........... ............... .................... ................... ........ 7.1010 ............ ............... unnnuunnnuunnnuunnudmu TOO 10'T. OOO'U 157" 0.429; 5.100 I DD 3. GO ID "I ID 210 3D 40 5D &0 70 SO 9D 1 DD 11,11 ID 1 21D 13D Reach (ft), Invert Elevation Depth of Flow Hydraulic Grade Line Velocity Cover Line # Q Dn Up Dn Up Hw Dn Up Jnct Dn Up Dn Up (cfs) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft/s) (ft/s) (ft) (ft) 13 3.05 6.81 7.26 1.25 1.25 2.59 9.52 9.76 9.85 2.49 2.48 2.04 1.59 Project File: TNo Lines: 17 Run Date: 8/24/2021 Storm Sewers Line Profile (Line 14) - 14 Page 1 of 1 P_ D Line 14 - 14 Elev (ft,) J 'Do . .............. MC= . .................. ..... . ................. . . ....... ...................... W,,MMF-- --fJ="7 ........ .......... 6.100 ... .................. 519., 0,0,0-Li -15 ..... 11.. TE 11% .. .... . 4.100 — 4.100 2. DO 2.100 ID 5 1 ID 15 210 25 30 35 410 45 '50 55 &0 6,5 70 Reach (ft), Invert Elevation Depth of Flow Hydraulic Grade Line Velocity Cover Line # Q Dn Up Dn Up Hw Dn Up Jnct Dn Up Dn Up (cfs) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft/s) (ft/s) (ft) (ft) 14 1.46 7.05 8.10 1.25 0.93 0.96 9.01 9.03 9.06 1.19 1.49 3.05 -0.55 Project File: No. Lines: 17 Run Date: 8/24/2021 Storm Sewers Line Profile (Line 15) - 15 Page 1 of 1 Line 15 - 15 Elev (ft,) 210.100 16.10D ................... 0- . . ............ -7 .......... 111141111111 4. GO DD — ID 5 "1 ID 15 210 25 30 Reach (ft), Invert Elevation Depth of Flow Hydraulic Grade Line Velocity Cover Line # Q Dn Up Dn Up Hw Dn Up Jnct Dn Up Dn Up (cfs) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft/s) (ft/s) (ft) (ft) 15 3.21 7.05 11.50 0.50 0.50 7.69 8.51 15.05 19.19 16.33 16.32 4.21 -3.20 Project File: No. Lines: 17 Run Date: 8/24/2021 Storm Sewers Line Profile (Line 16) - 16 Page 1 of 1 Line 16 - 16 El III (ft,) -15. 'Do — 15.100 ,.I 2. 1� 12. 'Do 9.100 16.1c D — &Gio 2C 0 0 OU 61" @ C 35% 3.100 ID 5 .1 ID 15 210 25 30 Reach (ft), Invert Elevation Depth of Flow Hydraulic Grade Line Velocity Cover Line # Q Dn Up Dn Up Hw Dn Up Jnct Dn Up Dn Up (cfs) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft/s) (ft/s) (ft) (ft) 16 2.95 4.85 4.92 0.50 0.50 12.76 8.66 14.18 17.68 15.00 15.00 6.41 2.00 Project File: TNo Lines: 17 Run Date: 8/24/2021 Storm Sewers Line Profile (Line 17) - 17 Page 1 of 1 P_ D L i n �e 17 - IT El (ft,) 'Do "I 1 it11119IQ ............................... ............. M ............................. MUMUMMUMMUAJ= ............... ............. 6.100 M _61 'a, '10% 8'. 4.100 — 4.100 2. DD — 2.100 ID 5 1 ID 15 21D 25 30 35 410 45 5D 55 K 6,5 70 Reach (ft), invert Elevation Depth of Flow Hydraulic Grade Line Velocity Cover Line # Q Dn Up Dn Up Hw Dn Up Jnct Dn Up Dn Up (cfs) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft/s) (ft/s) (ft) (ft) 17 1.04 5.95 6.61 0.50 0.50 4.89 9.01 11.07 11.50 5.29 5.29 4.90 2.00 Project File: TNo Lines: 17 Run Date: 8/24/2021 Storm Sewers