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HomeMy WebLinkAboutSUB201700090 Calculations Road Plan and Comps. 2017-11-28 sHimp 0 PROJECTMANAGEMENT ENGINEERING • LAND PLANNING ENGINEERING November 28, 2017 Mr. David James Albemarle County Community Development 401 Miclntire Road, North Wing Charlottesville, VA 22902 Regarding: SUB 2017-00090—Sparrow Hill VDOT Drainage Calculation Packet Dear David, Enclosed is the stormwater calculation packet for the Sparrow Hill Subdivision.All inlets and storm sewers on site comply with VDOT regulations using the 2-year and 10-year design storms. If you have any questions please do not hesitate to contact me at: Justin a(�,shimp-enqineering.com or by phone at 434-227- 5140 ext. 3. Nomographs . SPARROW HILL OUTLET PROTECTION SIZING DESIGN OF OUTLET PROTECTION FROM A ROUND PIPE FLOWING FULL MINIMUM TAILWATER CONDITION (TT.c 0.5 DIAMETER) 310 I,'. 80 �,. 1 . a d� I II II Outletl, ,- i _I w : + et 1 `I I _ ; I Lii „ o U 2 Mtn. or Diameter, a kta (€ 1,I I ;Ir.� • tl,j I �,,! 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Q 1 o La Do 3Do d50 d (cfs) (ft) (ft) (ft) (in) (in) SEDIMENT BASIN OUTFALL 15.00 14.0 1 .25 3.75 9.0 15.0 01 10.34 10.0 2.50 7.50 9.0 15.0 04 7.57 6.0 2.50 7.50 6.0 9.0 08 1 .00 3.0 1 .25 3.75 6.0 9.0 010 0.89 3.0 1.25 3.75 6.0 9.0 • Road Culvert 2.22 3.0 1 .25 3.75 6.0 9.0 Sparrow Hill Time of Concentration Calculations 100 ft overland flow 15.4% slope 0.35 C-value 10.4 min Seelye Chart 2047 ft swale 77 ft height 10.0 min. Kirpich Chart TOC= 20.4 min. TOG at A 120 ft overland flow 8.3% slope 0.35 C-value 10.5 min Seelye Chart 131 ft swale 10.5 ft height 0.8 min. Kirpich Chart 531 ft pipe 17.0 ft height 0.7 min. Kirpich Chart TOC= 12.0 min. TaiR l e ' 87 ft overland flow 9.8% slope 0.35 C-value 9.1 min Seelye Chart 55 ft s. c.flow-field 27.6% slope 3.6 fps velocity 0.3 min. NEH Figure 15-4 146 ft swale 2.5 ft height 1.6 min. Kirpich Chart 154 ft pipe 6.8 ft 0.3 min. Kirpich Chart TOC= 11.3 min. TOC P ►th C 35 ft overland flow 6% slope 0.35 C-value 7.5 min. Seelye Chart 258 ft s. c. flow-field 5.0% slope 4.5 fps velocity 1.0 min NEH Figure 15-4 524 ft pipe 46.3 ft height 0.5 min. Kirpich Chart TOC= 9.0 min. minimum Flow Path C Residues,D,E,&F Approx. 100' Flow, Developed turf& impervious conditions: 5.0 min. TOC= 5.0 min. 35 = IZ 30 - V Paved — .s - 0 'z 25 - -0 .8 300 i.0 _ —.7 LI- Bare -0 _ w 200 Soil .a�.6 20 F- Poor �w - z ' Grass -0-,5 - z H. \Surfacec1 w - z z w Average < .4 J 0.5 - - u_ Grass = nw. w z �- .0 -� 0 I5,. _ J / I- a 2.�� - cn/ / a_ g0 Den- - - N G ass _ z N 70 i �-\ 4 Z a 6 0 / � 10 �:, - rx �� 20 - a - w• p 0 J 40 z 10 - o _ c� 0 _ i- z 9 w w J J Z 20 7 - 10 6 - OVERLAND FLOW TIME (Seelye Chart) Source: Data Book for Civil Engineers, E.E. Seelye Plate 5-1 1.00 0.90 0.80 _—— y— �� 0.70 — — � --- ------ 0.60 L 0.40 .. - — --- .. 0.30 I 0.20 't I ,:�_ I_• P 0 a° o I a a� tr #1 !- ` 0.0.09 I /" Q/ : =am 0.09 — -way' --_—y4. -__ .- =1� I —. 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II . mom4 II ■SMI- --- 0.005 --4 cy CO "ze Ln cc ti co C3.o C\1 CO et In 0 N co CD o 0 0 dd 0 d 0 0 d doo-+ 2 Velocity(ft/s) TRAVEL TIME FOR CHANNEL FLOW (Kirpich Chart) H (feet) 500 Tc (min.) —200 =— -100 100 L (feet) 7=-10000 f —50 xemp/e • 50 —5000 N L O R C L G; Note: 4- o c▪ — o v –_ a (1) For use wi atural channels; _ v - v o (2) • •-ved channels, ltiply . = a, — 10 10 Tt by 1. —1000 E — 5 • " — 5 o y t Of x 100 1 1 TIME OF CONCENTRATION OF SMALL DRAINAGE BASINS • Source: VDOT Plate 5-3 TRAVEL TIME FOR CHANNEL FLOW (Kirpich Chart) H (feet) 500 Tc (min.) 200 100 100 L (feet) --10000 50 example _ 0 n 50 --5000 — > — �1 O b C .G L C: eC Note: o C - U 0 (1) For use with natural channels; .$ = cn 4- w C 0 — 10 (2) For paved channels, multiply = �, 10 E m Tt by 0.2 _—1000 E _ x — o w 5 Z _.500 5 O _ s rn — 'y _11. 1 1 TIME OF CONCENTRATION OF SMALL DRAINAGE BASINS Source: VDOT Plate 5-3 Maps • OS) ■■ O I 1 'ii A Q.) n 0 11 rrj • • • • C • • • • 3 H • • • • b ■ 1\ N O O w 0 p) O O ■ I it 1 m H H- OCnHO ,AHrn0rt rnCOO � m 1 ■ jr'� I 1 , II rh Hi I (-1- 1-',.. r ■■ [�.1) I I� i I- H. 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