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St Joseph-SY020517
BYPASS BYPASS FLOW _., T IME OF C ONC ENT RATION _ _ FLOW _ -_ F ROM _ DOWN IN PIPE . PIPE FRICTION V1 V2 HGL HGL TC _ TRAVE TOTAL I I UPS7RM 1 , 5 7RM SIZE SLOPE - _. ELEV ELEV, From Sta To Sta DIST AREA ID AREA ] C C X A INLET TIME TIME _.{ MTENS - (cfs) (c fs)__(cfs) (cfs) (in) (ft /ft) (fps) (fps)_' UPSTR DOWNSTR LINE A 1983.291 193 1933.09' 1759 178.29 0.44: _ 0 0.354 3.08 _� - � - - - -- - - - -� - _ X 11 1 9 _ All �_ 0.43 - 0.80 0.3 10.0 - 0 16 1�0.00� ~8 8.80 -. -. Y } -_ _ -.. _ -_ � = 4 _ 444.83 1759 80 1756.86 6 * 0.699 _. 0.02_ 12.13' 8. Y 0 00 ' 3 OS 18 0.0008 -- 1.74 444 81 444.67 _ _ _ _ 3.11 0.00 0.00 1 44 4 74 444.67 _ _ _ _ 8 80; 3 11 O.00 a 0.00 I 3.11 18 0. 0009 1.76 � A1 3 .80 - _ -I - __ 10.0 0.16 10.001 8 3 03 0.00 0 00 T 3 03 18 0. 0008 1 72 1756. - L at Line 7 - E1 E11 0 . 4 4 0.80 4 6 10.0 0.00'. 1.53 201 � 5.73 r 5.73 18 0.0029 ll� 3 2 4 444.67 _- * __ 5 9 - _ r -_ -�- __-_.. - -� 8.8.001_ x. - - 444.12 0.00 0.00 38.05 8.63 21 0.0029 3.24 42 0.0014 3 953 59 444.50 444.12 1756 86 1625 70 131.16 _ ,_ 4 .052 - - 0 61! 3 12 151- 8 20, 38.05 0 00 1 * * * 8. 63 0 00 1625 70 1 74 74.96 5.808 0.56. 13.531 46.46 0.00 0.00 46.46 5x3box 0.0 3.59 2.21 - 4 444.06 1717 - - * - -_ , - -` _'. l-._- .. :_ 8.75 _ 0.00 0.00 8.75 I 21 0.0030 _.. - 1311.00 444.03' 443 .86 1550.74 1350.8 8 1 69.99 _. n8 -A9 r 1.2 0.801 0 10. 0.08 10.0 8.80 _ 2 86 0.00 0.00 2.86 I 18 0.0007 1.6 _ 4 43.86 Lalt 1350.82 - I 1717 * 11717 - 1717 j r - 1717 1717 - 1.02 4 400 - - Let 10 165.36 n10 0.41 0.80 0.325 10 1.70 10.00 8 � - 2.31 .- - - 1717 T - - f - - 17 2 1 x 0. 5x317 + 44 3.86 0.206. 10.0 0.31 _ 175 5.0 - y - 443.78 1311.00 1308 � 2 . I *6 0.26 0.80 7.334 0.02. 18. 80 8 .501 55.00 0.00 0.00 � 50 t6o 2.58 .62�� 443.78 _ 4 .45 4 x ox - - -- _- _._* _ 0.206 1_0.0 0.9 - _ 10.00 8.80, 56.55 0.00 + 0.00 1 56.55 Sx3box 0.0012 2.621 443 78 Lat A -7 60.62 g7 _0.26 0.80 - 5 1.81 0.00 0.00 5 1. 81 5x 1$ x 0.0003 2.31, 1.02 443.8L _ r 11.627' 1.23' 15.821 8 .80 35.97 0.00 0.00 35.9 7.50, , 2 69 *4f _ 4_43.51 1108.951 Line D 2� 01 -09 5.11; 0.80 4.087 10 .00 1717 0.86 17. 05' 7.30 84.88 0.00 0.00 84.88 6x3box. 0.0 2.691 4 .04 -- Lin 95, 199 12' �- 10.0 0.0 _ 1 443 74 9 00.00 r - _ 8 96.99 , 208 1 t 11. - + 36 0.0029 5.09 y_ 44 2.99 443.51 9 0 .01; 17.91' 7.20 85.72 0.00 ' 0.00 85.72 6x3box 0.0� 4.04 4.081 443.34 - - - 1 -_ .2 { x bax 0._0019 a. s 0.25 _ LatA 4 18.98 n 3 * A4 0.62 1717 0.80 0.493 10.0 0.13 10.00 8.80 4.34 0.00 0.00 4. 34 1 0,001 �.. 2.45 442 99 __ _ � _ - , � 10.0 0.11 ___ {. _ ... { 44 _ * .. _ _ Lat A 5 16.99 AS 0 35 0.80 0.278 10 0 0 20 10.00 8.80 2.45 0.00 0.00 2.45 1 0.000 1. _ 44313 442.99 896 99 83 7 00_59.99 12.3981 0.24 17.92 7.20 89.26 0.00 0 00 89 6 6 3 � 0- 442.90'� 442.78 L ine C _. 20 _ Cl C3 0.80 0 1 8.8_0 _ _ _ 1717 _ 2 90 _ 442.78 * r- I 1717 1717-- 1 - - -� 1717. - 665.00 L 422 1 B 24.89 e1 -62 0.85. 0.80 _ 13.659', 10.0 0.89: 18.80.1 8 80 95.61 0.00 1 0.00 95.61 7x3box 0.0015 3 38 442.69 442.05 - 1 72.001 t _ - _-_ 10.00• 7 20' 4.45 4 55 ... 442.45 Lat A -1. 1 _ A1 * A2 . 0.80 1.147: 10.0 0 - 10.00 8.80 __ 10 0.00 0.00 10.10 21 ._0.0040 4 25 0 20' 042. 881 442.00 442.00 837 00 665 - - - � 0.0014 1 i 442. 881 93.46 0.00 0.00 93.46 7x 36ox 422.11 0 422.11 *�� 14.806 T 0 1.47 _. _1 __.. i- _ ', 7x3boxl 0.00 4.55 4_79 441.8 441.19 - - t - i , 1717 �- 1 19.69 6.80 100.68 0.00 0.00 - 100.68 1 1 17 17 � 441.18 I -� 4.791 3.51 BYPASS BYPASS FLOW _ _ TIME OF C ONCENTRATION FLOW FROM DOWN IN PIPE (PIPE F RICTION Vl V2 HGL HGL __ 1717 - T IC _ TOTAL PSTRM 57RM ! U SIZE SLOP ELEV ELEV AREA C C X A INLET 1 �IME (cfs L '- 0 ) ��...__ 1_. _ C � DOWNSTR LINE B + ID t 1 _ TIME � i INTENS cfs c (fs cfs) Un) (tt /ft) (fps) (f s 1s UP l From Sta To Sta DIST AREA G� 110 -1 BYPASS FLOW _ !TIME OF CONCENTRATION _ _ _ _FLOW FROM ,__ IN_PIPE PIPE _FRICTION V_1 V2 - HGL HGL_ _ __ _ _ STRM ELEV. ELEV _ SIZE SLOPE ! _ F rom Sta To S tagy DIS7 AREA ID AREA C : C X A _ _ INLE Q T R ME L I TOME _ ;INTENS .__(cfs) (cfs M � - (cfs) _(c (i (ft�ft)_ _ (fps) (fps) UPS DOWNSTR LINE C L - _ __..- _�. __. _ _. _ _ _. _. __ _ _ _ ____ BYPASS BYPASS _ FLOW T - _. CONCENTRATIO FLO FROM DOWN S IN PIPE PIPE FRICTION VI V2 HGL H GL TC TRAVEL TOTAL l UPST STRM SIZE SLOPE ELEV. ELEV. - - TIME OFCON M. I. 1 IN TENS '_ (cfs) _ (cf s) (cfs) �_ (cf s) (in) i (ft/ft) _ - (fps) 1 (fps)' UPSTR. DOWN STR _ From a o to 1 A TIME ! FA C LINE D BYPASS BYPASS FLOW From S_ta To Sta T TIME OF CONCENTRATION _ FLOW FROM DOWN �IN PIPE PIPE FRICTION Vl_ V2 !, HG L HGL__ 1 -~ TC TRAVEL TOTAL I u_PSTRM STRM _ _ SIZE SLOPE ELE ELEV. _ INTENS I (cfs) (cfs (cfs) (in) I (ft /ft) (fps fps UPSTR DOWNST_R LINE 8 Lat E -7 20 E7 -E10 !_ 1.89 0.80 1.511 10.0 0.37 10.37! _ DIST AREA ID AREA C C X A INLET � TIME TIM I _ _ 565.29 94.73 T E11 0.42 0.80 0 334 10.0 0.95 10.00 8.80+ 2 94 0 00� _ 0 00 2 94 18 0 0008 _ _ I 1 66.445.08t_ 444.95 1 3.43 8.70. 13 14 y` 0.00 _ 0.00 I 13.14 27 0. 565,29 441.86 12 001 - - 1 3.31 "• 444.95 * _ 1.511 _ _ 0.791 _ 10.95! 8.50! 12 84 1 0.00 0.00 12.84 30 r 0.0010 1.66 2.62 444.76 f 444.881 _ Lat E -5' 0 E4 I _ 8.80 { _ 2 5.97 -- _ - _ 2.55 444.74 444.66 441.86 358.00 83.86 • - 1.511 0.55' 11. 73 8.30 _ 12.54 0 00 0.00 12 54 30 0.0009 2.62 2.07! 0.80' 1.656 10.0 0.00 10.0 14.58 _ 0.00 0 00 14 58 24 0.0041 4.64 445.0 444.66 358.00 202.02 155.98!. 3.167'. 0.96 12.28 8.20 25.97 0.00 0.00 42 0.0007 2.55 2.70 444.6 _444.52 202.021 Lat S Ed 0.00 E1 E2 0.60 0.80 0.4 84 i � 10 0 - - 0.00 10.00 8.80 6.78. 0.0 0 4.26 _ 18 0.0041 2.321 1 444.52 444.38 _ _ _ _ 0.00 6.78 t_ { 31.90 0.00 0.00 31.90 42 0.0010 2.70'. 444.43. 4.26 0.00 18 0.0016 - 444.49' 444.38 145.12' _. 01 145.12 * _ __4_.4221 0 .661 13.53 8.00! 35.37 0.00 0.00 35.37 42 0.0012 3.321 3.68!, 444.29'. 444. _12 LAT228.65 .. _- l 8.70 - -- - -- _ -+ ' _ _ 10.0 t 0.01 11.24 8.50. 11.06 0.00 -- _ 0. 11. 06 24 _ 0.0012 _ 2.47 - 445 35 _ - 445.42 228 65 13.97 E10 1 0 46 _ 0.80 0.370 10.0 0.13! 8.80 _ 3.26 0.00 0.00 3 26 64 23 164.42] E9 0 65 _ 0.80 0.890 10.0 1.11 10.13 I_ _ 445.16 64.23 62 23 2_ E8 + 0. 51 0.80' 1.3011 27 I_ 0.0013 2.47 2.78 445.091 445.09 62.23 0 62.23 1.301, 0.37 11.25 8.50 11.06 0.00 0.00 11.06 27 T 0.0013 2.78 2.781 445.03' 444.95 PROPOSED CONDITIONS RUNOFF CALCULATIONS AREA AREA (Ac.) C CA Tc Min I100 in /hr Q100 c.f.s. Al 1.11 0.8 0.89 10 8.8 7.81 A2 0.32 0.8 0.26 10 8.8 2.28 A3 0.37 0.8 0.29 10 8.8 2.59 A4 0.25 0.8 0.20 10 8.8 1.75 AS 1 0.35 0.8 1 0.28 10 8.8 2.45 A6 0.26 0.8 0.21 10 8.8 1.81 A7 0.26 0.8 0.21 10 8.8 1.81 A8 0.35 0.8 0.28 10 8.8 2.45 A9 0.90 0.8 0.72 10 8.8 6.31 A10 0.41 0.8 0.33 10 8.8 2.86 All 0.43 0.8 0.34 10 8.8 3.03 Al2 0.44 0.8 0.35 10 8.8 3.11 A13 0.44 0.8 0.35 10 8.8 3.11 Total A 5.88 4.70 41.37 B1 0.46 0.8 0.37 10 8.8 3.25 B2 0.39 0.8 0.31 10 8.8 2.72 Total B 0.85 0.68 1 5.97 Cl 0.24 0.8 0.19 10 8.8 1.70 C2 0.21 0.8 0.17 10 8.8 1.47 C3 0.28 0.8 0.22 10 8.8 1.96 Total C 0.73 0.58 5.13 D1 0.28 0.8 0.23 10 8.8 1.99 D2 0.19 0.8 0.15 10 8.8 1.34 D3 1.04 0.8 0.83 10 8.8 7.34 D4 0.21 0.8 0.17 10 8.8 1.50 D5 0.45 0.8 0.36 10 8.8 3.13 D6 0.51 0.8 0.41 10 8.8 3.58 D7 0.49 0.8 0.39 10 8.8 3.46 D8 1.11 0.8 0.89 10 8.8 7.83 D9 0.82 0.8 0.66 10 8.8 5.79 Total D 5.11 4.09 35.97 E1 0.31 0.8 0.25 10 8.8 2.21 E2 0.29 0.8 0.23 10 8.8 2.05 E3 0.96 0.8 0.77 10 8.8 6.78 E4 0.40 0.8 0.32 10 8.8 2.83 E5 0.25 0.8 0.20 10 8.8 1.79 E6 1.42 0.8 1.13 10 8.8 9.96 E7 0.26 0.8 0.21 10 8.8 1.84 E8 0.51 0.8 0.41 10 8.8 3.62 E9 0.65 0.8 0.52 10 8.8 4.58 E10 0.46 0.8 0.37 10 8.8 3.26 Ell 0.42 0.8 0.33 10 8.8 2.94 Total E 5.94 4.76 1 1