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MI. _ _ _ _ _ _ _ _ Source USGS QUAD_ WHITEHEAD (2013) `T, - ---- �� CULVERT SURVEY & HYDRAULIC DESIGN REPORT _ _ _ _ _ _ _ _ _ _ _ _ _ _ River Basin _ _ _ _ _ _ _ _ _ NEW Character RURAL-MOUNTAINS, WOODED, SOME PASTURE --- --- ---- ------ - - -------- - --- ------ - - ---------- - -------------- - ---- - o, N. C. DEPARTMENT OF TRANSPORTATION _ f1Y�R�L�Cii�_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ . _ . _ . _ _ _ _ _ _ Stream Classification (Such as Trout, High Quality Water, etc.) _ CLASS_ B,_Tr± _(MEADOW _ FO_RK) _ _ _ _ _ _ _ , DIVISION OF HIGHWAYS - - - HYDRAULICS UNIT USGS SIR 2009-5158 RURAL REGRESSION EQUATIONS (APPIICATION OF METHODS SPREADSHEET, VERS. 1.3J Data on Existing Structure �@30'-6" TIMBER FLOOR ON I-BEAMS, END BENTS_TIMBER CAPS?IMBER POST & SILLS o� RALEIGH, N. C. �--- - ------ ----- - ------- - - - ------ a, HYDROLOGIC REGION 2 (RURAL BLUE RIDGE) _ _ _ _ _ _ _ _ Debris Potential: Low _x_ _ Moderate _ _ _ _ _ _ High_ _ _ _ _ _ �; --- - - ------- ---- - - ---- D.A.=1.26 SQ. MI. Data on Structures U and Down $tream l.bS STR.: 0.2 MI. UiS UNNAMED STREAM SOUTH FORK AT O; I.D. No._ _ SF-020061 Project No. ______��B?����R;61_ ____ _ proj. Station _______-L- 13+01.00 - ------ ------ ------ - - ------- - --------- -- - -------- --- p - � - -- --- ------ � - -- - - -- - - '- '- BLUE RIDGE PKWY, NO STR.#, 1@10'X7' MASONRY BOX CULVERT r� ------ ----- - ----- --------- ---------- - -- - ---- - - ----- Di5 STR.:_0.6_ MI, L15 _ MEADOW _ FORK_ C_REEK AT SR 1145, STR. #020256, 1 30'-7" TIMBER FLOOR ON_ _ _ _ _ _ _ _ _ �� County _ _ _ ALLEGHANY _ _ _ _ _ _ Stream _ _ _ UNNAMED TRIBUTARY_TO_ MEADOW_ FORK _ _ Stru. No. . _ 61 o.��y I-BEAAAS, E.BT$: TI/vIBER CAPS?IMBER PILES � � SR 1143 Q = 110 (DA) = 130 CFS _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Ga e Station No. _ _ _ _ _NONE _ _ _ _ _ _ _ _ _ _ _ _ Period of Records WA o; On Highway_ (ELK KNOB_ ROAD)_ _ _ Between SR 1145_ (MILLER RD� and SR 1193 _(MEADOWFORK RD1 _ _ --- z ----- ------ g - - -- ---- - yrs. N, - p 0]3fi . I� ZS —�L" SPAN X 6'-2" RISE ALUMINUM BOX CULVERT WITH HEADWALLS Q = 288 (DA) 340 CFS wp _ _ _ . _ _ _ _ _ _ c.f.s Date _ _ _ _ _ _ _ _ _ w?_ _ _ _ _ Frequency _ WA. _ _ _ _ _ _ _ N; Recommended Slructure _ _ _ _ _ _ _ _ _ _ _ _ LL� -----10--- -------- - ---- - -------- ------ - - - ------- - - Max. Discharge--------- -------------------- - -- ----- ------ ----- - OJ]4 �� Q= 398 (DA) = 470 CFS , o; "" '??______"_______ ________"_"'____"__"_____"__"______"________________________________ ___________________ OJi3 --• ---- -- ---------- --------- -- ---------- Histoncal Flood Information: �� _ Q�qo° 575 (DA) = 700 CFS E.W. HUFFMAN Period of o; Recommended Width of Roadway_ _ _ _ _ _ _ _ _ _ _ _ _ 18' E,P. TO _ E_P_ . _ _ _ _ _ _ _ _ _ _ _ Skew _ _ _ . _ 90_ DEGREES_ _ _ _ - - - - - - - - - - - - - - - - - - Date _ _SPR.'93 _ E1eV,+_/-2906 ft. Est. Fre �Q�_ _ r Source BRIDGE MAINT. SUPER. Knowled e_UNK. _ rs. o, Q•-- Y• --�------- - �- -- g Y Period of o; Recommended Location is -(17p� At, Bewn) Stream from Existing Crossing_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - - - - - - - - - - - - - - - - - - - Date �O1d2011 Elev. �903.4_ft. Est. Fre 5+ _ _ r Source _ _ KENNY YOU_N_G _ MAIL CARRIER Knowledge_ 23_ _ _yrs. °-' - - - ---- -- 9�-- Y � --- {-------�- � Statewide Tie� ❑ Regional Tier ❑ Suk�Regional Tier � --- - ----- ----- ------ -- -------- --- -------- - ----- 2905.84' EX- - LL Allowable HW Elev. _ _ _ _ 1 _ ISTING _ 100 YR. WSEL _ _ _ _ _ _ {}, Norma Water Su ace E ev. _ _ ?900_ _ _ _ _ _ _ft. @ RS 1006 (lLS TOE) � Bench Mark is __ BM#1: -L-_72+64 32' RT (N 972682.33, E 1347961_70) RAILROAD _SPIKE IN 12" OAK _ - - - - - - - - - - - - - - - - - - - - - - - - - - ' - - - - - - - - - - - - - - - - - - - - ' - - - Manning's n : Left O.B. 0 _05-0,07 Channel _ 0,045 _ Right O.B. 0.05-0J5 Obtained From _FIELD QBSERVATIOW AERIAL IMAGERY 'O.' ------------------------------------------------- Elev. __2904_40 _{}. Datum:----NAVD 88 - --- ---- ----- -- ----- - -------- ----------- ---- Flood Study/Status ------------------wA---------� - -Floodway Established� wA- - �, ------ ALUMINUM BOX CULVERTMODELING: With Without a; TemporpryCrossing_______________OFF-SITEDETOUR_____________________________________________ -- ---- -- - -- Flood Stud 100 r. Dischar e___ w? c.fs. ; WS Elev.: Floodwa wA ft. Floodwa wA ft• m� --------- - - Y Y 9 -- Y ---------- Y - ---- - (NOTE: ALUMINUM BOX CULVERT MODELED AS BOX CULVERT IN HEC-RAS PER NCDOT GUIDANCE , DOCUMENT_DATED APRIL_ 2012}_ _ _ _ _ _ _ _ _ _ _ _ . @River Station WA �� DESIGN DATA � � ' t �rr k�� _I CONTECH .STRUCTURE #82 .WITH _ SPAN- _ 25'-2 ; RISE- 6'-2",_BURIED 1_ FT. BEtOW STREAM BED _.,___ Z Hydrological Method _USGS_ RURAL_REGRESSION EQUATIONS 2009-5158 ; � ` ACTUAL CULVERT AREA_ = 722,0 S_F jPRIOR_ TO SUBTRACTING AREA_ BLOCKED _BY SILLS) _ - - - - " � - - - - - - --- --------- '0 1� ,` .� .. .: , ��- . �_},�. ' Hydraulic Design Method _HEC-RAS VERSION 4.1.0; PROJECT TITLE: SF-020061 UTtoMeadowPork SR1143 - �--+-... -,_.�,....,,�., t.,�.�.:_ " ', a l _' _ __ __ _ ______ ___ � __ _ _ ____r _. __ ____ _ � -,-._ _.„.,_,.,. . .�.., -. ... .. , ..:-..�. . ; �', '_.'__."""'_'____"'__'_"""""_"_"___'_'______'__"'_"'.'_"_""'_'_"_"'_'__'_' . . . . . � �' . Design Tailwater � Q 2.9 $.; Q 3.3_ ft.; Q . _ 3J p,�(� 3.8 ft, o; h�,;' � �' _. :.� �;:�� .� - �k� ."° - � �� BL KA E FOR 1 FT,SILL- 25,17'X 1'= 25.17_SF----------------------------------------------- z io - zs --- ioo o� i � `��4a r �+: �„a _ _ _ _ OC _ , G_ _ _ _ . , _ _ - _ _ _ _ _ _ _ _ _ _ TAKEN AT HEC-RAS RS 953 LYS TOE SECTION �"° � r+� ` ..p ,��:' ., n r �,. . !J -------- " -- -- ------- ------------�--�----------------------------�-----� Size 8 Type (afa�.s.) Ke HWiDtCH{�! dc dc+D O�utleTHoniLS Hft Remarks O' i .., � p, � _,...� �� �'.'"1r .. '.�..���'� - - BLOCKAHANN_EL_ 80_1TOMOWIDTH ANN 9 FT LS: - - - - - - - - - - - - - - - - - - - - - - ( 1 2 0 ( ) Z � . .; : ,,,� ., , � ^: �I SILL HEIGHT = 0.5 PT.W/7_t_SIDE SLOPES_________________________ ` ' - - - ------ --- 0 , � t,, { � q Y�µ ,--- SILL AREA_ -(15.17'x 0.5'j �_ 2 x_(12j0.5'x0.5')i -_ 7.84 SF SEE HE - S �, ; 4"� ��-���� ,~� h� - ---------- ---------- ,o' µ A'r _A _ _ _ _ _ _ AVG. DEPTH. BLOCKED ___ _ SiLL AREA /SPAN_ _=_ _ 7,84 SF_/25.77'_=_ _ 0_31 FT. ' '" I �jys �"4Y,.' ______•"____"__"_"_______" O y t�� . ,.i,. �+' � : � ' ' . .i TOTAL DEPTH BLOCKED = 1.31 FT. � � � Z R „ � ---------------------------------'--------------------------�------------------'------------ � :�� y . . . ; BLOCKED AREA = 1.37' X 25.17' = 32.97 SF, SAY 33.0 SF c V w � �� .< ' - ------ --- -- ---- - --------- - ---- - I �,� �R ---- ---- Is a Floodway Revision Required? -K!? - - - - - - - - - - - - - - - - - - - - - - N L - � ',,- w ,�t'! , °.,`"� I _ � � e,. _ _E_FFECTIVE_ OPEN _AREA. _ _ ACTUAL CULVERT_AREA_- BLOCKAGE= _ 122_0 SF_-_33:0_ SF_ -_ _ 89.0 SF_ . _ _ _ _ _ _ ` � , � (NOTE: EXISTING BRIDGE OPEN AREA- 75.9 SF) Outlet Veloci 7.6 ________ f, s. Natural Channel Veloci 5�� f. s. _ ADJ_USTED SPAN-_ _ 89A /(617'-7.31) _ _ 18_37_FT._. _ _ _ _ tY �io� --- ---- - p• �' �io� ---- -- P• Y; �1tCllif��?/�. ---- - -- ------ --- �, �� � CAF� •i,�. Required Outlet Protection _ COIR FIBER MATTING�LLASS II RIP, RAP_BANK_ STABILIZATION _ _ _ _ _ _ _ _ . �; ����� � ""� � .��< ��i , Designed by: DAVID_ B. PETTY,_PE _(TGS_ENGINEERS)_ __ __ ,, pe:�F5i.5v/��. /� �, THEREFORE, MODELED AS CORRUGATED METAL BOX CULVERT WITH SPAN 18.31 FT., RISE= 6.17 FT., INFORMATION TO BE SHOWN ON PLANS �; Date __�!172014_ ___. �'Z�� '�'• � �', BURIED_ 1 _FT. BELOW_ STREAM _ BED,_ DEPTH _ BLOCKED _ =_ _ 1.31 FL _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ WS EL. Taken @ River Station 7006 (lLS TOE) � 0; Assisted by: K?THLEEN_ _P. GRAY,_PE _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ �- �Q S�:AI. 'y'. -, Design: Discharge - - - - - - - 470 _ c.f.s. Frequency - - - - - - �5- - - - - - -yr. Elev. - - - - - - - 2904 _3- - - - - - - {}• � W ` " �Fi �J i���//r�_; ------- ----------- --- ------------------------------------- Pro'ecTEn ineer : LEONARD G.FLETCHER PE,PLS ---- ---- - ----- 100 � � I 9 - - - � ' ,y, E�,�' �; - �.C>�� 2 05. 2 a 0 9 7 70 i . f I I � B PI o : Dischar e c.f.s. Fr r. Elev_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ft. ase o d 9 equency --------------Y 'Q -• � * � Reviewed by: - �- �'� � -� �r � ,��/���L? f�. ��%����\' --- -------- - --------- --- ---- ---- - ------------ - ------- Overtopping: Discharge --- - 550_c.f.s. Frequency 50_ �/- --%'r. Elev. -----?905.28 - ft� y �%y /�- ./�»lIEI\\��., * OVERTOPPING ELEVATION REPRESENTS ELEVATION @ SAG (-L- STA. 11 +25, 9' LT} / -�