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Home My WebLink About20141053 Ver 1_Full culvert Report_20141015 I N.111. Mill", 1,10,alpl; mil a w Tglow imp, I IS 70 INXII, i-T-Fl.11. W Q.W,N 1 11 All ft IN�11)4 .11 l,�11111]14,11 ONUM dN 4J, I, 01:1 1H, VID Oil ONIIS191 -11 111-111i.. -1 , -I- - _1 7 J 7 4 J oldy� J 7" _+_ 1 .1 11. ZOIJONO)IMS .0- NNIN)YO 01 0AAS H W ONY RNIONl lH1 low Al IYAOMY 01 LAOS 31 IV181M MlYN IMM l V", 0." A. 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W. i", .., ..�J I'll I . �.l� M 111. IV &W 3101 PIS 10N r 3- 41 1.� '01ill 11181:11110) RIIA QN30 NIVIJC1001� L iNI1 ONY%Q11`100 J1�ILII,Sir) KIM 3NO13 iNll'[:Z 01 S3d01S NO 01 A lilym 01 IN t -7 ill 2 J, �0,0101 Z 00dOU AUNAN 011 J 011 11 00 'IdAilln):10 10 H%" 01 Oil NIS KOU'l QN19 NM4001:1 11YA03 10N NOUNS 50111) MAIS %%so 4 1 ! I tooss 1% U W,10 W, BE .Ils �N mqa will IN All ft,41 1711, 1% IN Wilmot 110 N I* 7 J WINE ilo ;M Slill H 19'0911 NO. 0- 7 7 -7. 965 PIZ 0765 L165 1169 Olill NODAYDn W1.11. 1I, w0m X, A��p) im. ft. IN 111. 110 1" 10WR.%XRV t IF J- WN W!"M + + S) It 119Y.1 IDN Offid j- 4- t L," MI. J. WIM41 IN. "'Ou." AM 91,W nlh.�Il ii J10 I "t, .1 lEl Mill .11L %iv m�Auw aft mil uIA1,11 V X` 06�lp W 1161"U, 10'1' 11 10 001 .................................... ......... ......................... ......... #.so...............11...........I..........I.................I.......I......I...... ............................ ............................. ..............I......... ...... ............ ...... ......li,...............41..............0...........s......................s................ SR DATA ADDITIONA[ INrOW10N AND COMPUTATION8 USGS SMAVAT5 Drainage Area 0.91 SQ�MI................ Source ................ ........................ .......I........ N MYRT 5UVEY & HYDAU11C DEIGN HPORT D.A. -- 0,914.MI, River Basin ..... CAR RAIR RURAI EGION I �MDMONTJ .......................0#14,00.0......0041 ........................0..........0.0..4......140000.0............................ ...................................... Character ................6......10 ot 0 so.I 10*0 0 to 0 0 1 a 0*0 0 to 0 sit 0 4 4 4.0 0 N,C DEPATV Of TMNSPOkTATION W: 5treom Classification �5uch as Trout, High Qualitl Water, ell .......WS11 pi�: DIVISION Ol� HIGHWAYS ...........................4......... ...........................00.0 ...0.00...........too.....0...0.00............. .................0...I.....A...Is...11-0.0 Ul HYDAU1.13 UNIT I100% EGION ll� I @ 7EINfORCE CONaM DiCK,EINfORCM CONC1191 AlIUMNIS IM HilGHilill WIGH K C. ku [F-PIEDMONT Data on Existing Structure I I &I NI)Gll!,�ndlol rMT111 11111lioll000llio................................sillill...o .............o....4.0-00..... .......I........040-.04......0.1......0 4 0...... ......I....................0.0.0.... 01 4.1141............................. Z SIR 2002-§�J ...........00....... . .....I.............6 ......Most..... Debris Potential: low......Moderate.........High... 8F-750439 17P,8161 iCK ON 'so...I......I...... ........................ 40...........I..... 0 = 398 PA� 375,5 M po usl Stream MIUM -Ni )OWNSMAM -RANDOM #152;TIME D I.D. No Project No, ....... �roj, Station ......... 0........11.0-.....04...................I.......I...1.1100,0000......so.o............. Data on Structures Up and Down ... ...... ........I.............................I...... Z ........FX6...........0.". 0� County RANDOM........ 5f ream.... 6ANCH SANDY CREK ........$Irl No,... Q2$= 537 PA� 507.2 CrS 1500 3� MI.GIRDES IM J0151/STEI.111IM MIA 1ND ENT;TIM CA5 AND 1`1Z 1ME 111,1I.M ...................I............................ 6#0014.0......... ...... ........................................... k....010.11,....its.......I I.........I......0.0......00... ....#Is.... ................................ 0%1 Hoc 2 11�00 110 ROO �etween NC.22........... and...... SIR 1446 0 661 �DAI ��4 US 1600 CP51 On HigIlwq'i'lloo...0.........1.0....0.0.0 044044 ... $ill* .......I.............I............. Gage Station No.................. Period of Records ...........................to st ri 01 ... .................... ................................ ........ .....y 0: ?R01`00 @ 10110'RC8C vTOP Mi ME AND WINGWAU5 �ecommendd Structure so........ Q100c 776 �DAI -m 7331 M l750 CfSJ Max. Discharge................so...... C.fls Date................. ......... frequency Ul I ..#........ ......... ..................... ........... ..........I.......... ....... 1,072 IDA� 10143 M �1000 CrS� ell 01 .0.00................ ........ ................ ........ ...................o'll.............. ............................... Historical Plood Iniormation: MI)Gi HAS NOT IIHN KNOWN TO 1`1001) Period of Recommended Width of Roadwq....Is.@.... ......1;p.1............... ....... so... .. ...... . ......... ....... ...................... ................................ Dole so NCH T .6 01 .............ilev...... thf,rreq,.........yr.Source ..... E,5U CfflUZ ...Knowledge..8... t .... ..0...... ...... Recommended location is lu�At Dowtill Stream from Existing Nssing....................................... Period of .......... ....................... ........... .............................. Dole.......... Elev,,.""-fl,Est,freq,..........yr, Source ........ ........ ........Knol so .............# 'I" Statewide Tier C Regional Tier 0 $A-Regional Tier I NO: ............$0.......6000....................... MAINTAIN UVING 25�tiffi Or OVIC 5861' ...............s.....60#...loss....001.4000.1......................404...I...... ....... i Allowable HW` Elev�................I.......1. ................P, Normal Wafer 5u6ce 1ilevis ...................ft. OM +1 solit.M.9+01.00 63'RIGHT RR PlKli IN 8ASi Of M?OPl.AR tRii 0,91 $Q,MI.IS JUST UNDIR THI CVOR GUIDEMS MR US[ Or SIR 2009-5158, hnch Mai is ...... 6#00.1.......... ........I.........................I.........*.so#........................ ................ Manning's n : lell'I 01 Channel Right 0,6,�60.14 Obloind from�IED CIERVA71ON .... ......... t lost NAVD 88 : �: ......................................................... Elev, _60 38 .JI, Datum: ... NC HIGHWAY CHARTS WITH A HYDROIsOGIC CONTOUR Of 7 PRODUCES A Q100 Of 550 CFS, .......0#.#... i'sollo.... .... ...............................1#10..........0*4 .........I.........................0.......0...0 0.........so....0.01.11.00 .. ed�...NO NOT IN RMA ROOD STUDY flood 8iudy/l ...... ...........I.................rloodwq Establish OF P DFOUR MUM 1! Wit h Tempora�Crossing..................... ...... .............. .......... ........... ...... ....... EGMION NUATIONS fOR �URAI EGION I WRI! USED TO MOM A MOE CON9RVA1IV MIGN, Without ............ ....... ...........*00006#6........1-olIo.................................................*..*#............. flood Study 100 Itr,Discharge ......... W5 0ev,: rloocway ................h. floodwoly.............. 060. @River Station WA ............... ........................ ...................................................., DBIGN DATA ....................... ..............010lis........................................ ......... Z Hydrological Method 0010.... l; DBIGN 1`01,05 SUBVIONA1.711 GUIDRIN6, is . . . . . . ..... ........ ... I I ...0. ... .1 ... so. 1 1 ...........0110.44.......................0................... ........................................... ............ 0 HEC-RAS V,410/Branc6andpri Hydraulic Design Method ................ ..................0.................... ........... ...... THIS PROET COff WITH [OCAI.f[OOD PIAIN MANAGMNT IRM1101iii ............I .....0........................00.1.1..........011.0'sop.............I...............................I it.... 6.2 h.; Q 6.6, ....off, Design Tailwoler .4 so....I... NO STRUCTE WIL E AMMY IMfAM BY THIS MET, 0 .40 ...............0........... ............liolli................ ................................................ ........... Inlet Control Outlet Control LLI DISIGN MAINTAINS AMI'ROM BE Of MACE ...............11.4i'M......................is#so I...I...........*..s... ...............................I..............#0... HY 1-1--H 77- Reol Size & Type itll� Ke lild cI C kc 10 101 0 6 so.#...#....I.......4000000.........................too............0 ..00.l .... ............................Is 1....I...I ...................#'so..............................000.......11.1116's.....0...... .......I...........I..... ...... I'lli 00.4................so. .....still's....s.........#0.......Iiii .....4.............I................. Am ............,., ........................0.I.I..#..1 00.0 0.I..k.......IN.I I.1 1.... 0 Z ....................# ......... ......................... 0......p"..44004...*I...oil to.........w- ...............1.1............. ...............................No.........40....................I I.........1.0i Is a f loodway Revision Require0'No 40.oll�.�10.0..?.W*1A0y OR NON4NCROACHMN1 ARR 61411M so.... ................I.......0...........0 .............................................0........so*........i's........................I... Outlet Velocity �j ............3.9 0#04....,,f,p,s, Natural Oannel Velocil� �Vj ............. ...........I.P.S. 1w, ........................# .................... ........00#0 ..........o.............I.#. 0 Required Outlet Protection .......10 10 0C.I W....5 11l NP RAP )o. N, ......................................4 0 0\ $ s.,t, �; .................... Is 1. 1.1#0.1............ ............I........ ..........000...4...#..#......0.....I........ Designed by:..... ANDUW M.HOWEI.1�41`L MORMATION TO H SHOWN ON I'M Dole .... 00.....010,...Oil........ so.#......14 ......0.11.................................... ....................oll...so..................#.so............................ WS Ell,To6n @ River$lotion 1160,51 lz� Assisled by: ..... PAUI 5HPARD U� Design: Discharge ..... ......(if,$, rrequenq..........�.5........ yr. 0ev. ....... Jos, p '21 ANDRM A,HOWEI.11 P! ............11,................. ....... ................... ....... ............................... A ......... ...toll 591,07 It 5EN Engineering&constudion,I 6ose I'lood: Discharge ..... ......cfs� frequency..........1.0..0........ 00.1 E I 6 IM Wode Allim 5 0 a Reviewed by: . .. .... r,NC V605 ................ ...... .................................... ..... Role 98 919 189-9917 Overtopping: Discharge cfs� frequenq......... ollyr. Eley. ...........0 tic,No,:W197