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J \ �.1 . � . '�.. � I'_. . .. . .. �.. . '�,,. �._1N3W3SV3 �'8 IMM O3SOdONd MOd SNVId AtlMOVON�-33 S319N .II�..� . '., -I . �-- � ��.�z +dt;-`�� b'1 t�l �J,)--'' I-. .__ ��. . .--I-- � � � .�_. ���� - - ---�'- � i li I__I! I i il.. . �.. . _-j_1�_ �', _ '. ,. ,'� . II _ , __- -�i — - . � �� � I �— �' I ll , ' S __I � ,obz ,o'� � ,o � ,�s ,OS ,op� ,os� ,00z ,o z ,ob� j �__._ _ ---- -------- �----- �----- i- - -�-- --_ �-- ----- --__ �__ - �� ______------- �_ � _ __� __ � __� __ � _ ___ ___ __�____ SITE DATA � ��� ADDITIONAL INFORMATION AND COMPUTATIONS p�a��age ,4�ea _ _ _ _ z,b sc�_n�i__ _ _ _ _ _ _ _ _ _ _ _ _ _ sou��e _us�s czu/,�: wt+ReeNSViue �2ots) � CULVERT SU�RVEY & HYDRAULIC DESIGN REPORT , """__'_"_""_"_"_ M, ------------------------------------------------------------------------------------------- RiverBasin .-------- NEW----------------- Character BLUE RIDGE MOUNTAINS.- FOREST,SOME RURAL oe; RESIDENTIAL & FARMLAND "'' N. C. DEPARTMENT OF TRANSPORTATION �"�i��RO���'ii: _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ w _ _ _ . _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ $iream Classification (Such as Trout, High Quality Water, etc.) CLASS C, TROUT, OUTSTANDING RESOURCE w; DIVISION OF HIGHWAYS Y ____ ' ___ __ USGS SIR 2009-5158 RURAL REGRESSION EQUATIONS WATERS �; HYDRAULICS UNIT . __ ___________________________________________________________________________ Data on Existing $tructure 1@21'-9"_TIMBERFLOORON I-BEAMS,END_BENTS_TIMBERCAPS�fIMBERPOST& SILLS, �; RALEIGH,N.C. SKEW IS ABOUT 50 bEGR�ES. d� HYDROLOGIC REGION 2(RURAL BLUE RIDGE) X_ , _� - -------- ------- -- ------------ - -- -------------------- Debris Potential: Low__ Moderate --.High---- _' SF_040264 17BP.17.R.63 L- STA. 13+06.00 D A.=2.6 SQ. MI. Data on Structures U and Down Stream lY5 STR. #1: BRIDGE #040139 0.7 MI. U5 RICH HILL CREEK AT SR 1317 �; �•D. No._ _ _ _-, _ _ _ _ _ _ . Project No_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Proj. Station _ _ _ _-_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ . --------- - -- ------- -- - - - --------- � - --- ------- ----- p - --- - --- -�---- - � - 1@26'-3" TIMBER FLOOR ON I-BEAMS, E.BTS: TIMBER CAPS?IMBER PILES; ' --------- ---------- ---------------- - ----- �rS STR. #1: NO STR.#, 160 FT [�5 RICH HILL CREEK AT SR 1317, 54" CMP UNDER DRIVEWAY, LENGTH=21' � County _ . _ _ , _ASHE_ _ _ _ _ Stream _ . _ _ _ _ _ _ _ _ RICH_ HILL CREEK_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Stru. No. _ �64 _ _ ------ - o.9�e ----- ----- ---- - -- -- --- --- HR i317 DiS NCDOT STR.: BRIDGE #040364, 0.9 MI. DiS (RICH HILL CREEK) AT SR 1378,1@30'-7" TIMBER FLOOR ON I-BEAMS o' Qz= 710 (DA) = 230 CFS ----- Period ofRecords - --- WA---- ----- o; On Highway-- (RIC__HILL_RD,�------ Between ------NC-88------ and-----------SR-1319----------- - -------- 0:�36 - ------ ---- -------- - - -- ------------- - Gage Station No. __NONE q u�; ---- --- rs. Q 288 (DA) 600 CFS �,yp wq "'; Recommended Structure __17'-9" SPAN X 3'-10" RISE_ ALUMINUM BOX CULVERT WITH ALUMINUM io- - - - - - - - - - - - Max. Discharge - - - - - c.f.s Date. - - Frequency - - W'4- - - - - - - - - v, - - - - - - - - - - - - - - -- - - ------- -------- -- - ---------- - -- --- --- - Historical Flood Information: � -- Q--- 398 DA --800 CFS ----------- - ------------------- NI HEADWALLS & WINGS zs= ( ) - - - - - - ---------------- - - - - -- - --------- - o.iia �, y _ _ _ _ _ _ _ _ 24' E.P. TO _ E.P. 50 DEGREES Q- 575 DA = 7100 CFS ------------- Skew ------------------- - ( ) SUMMER Period of o' Recommended Width of Roadwa ioo-------------------------------------------------------------------------------------- Date_2013----- Elev._3708.7_ft.Est. Fre 2- t-- r. $ource MAX PENNINGTON RESIDENT Knowled e__37__ rs. Q Y l � , 9 Y d" Recommended Location is At, Sewn Stream from Existin Crossi❑ SUMMER Period of o� -{� ) 9 9• - - - - - - - - - - -- -- --- --- ------ ---- ----------- -------------------� - ------ --- Date2013---- q.?_ t__yc Source CHAD COX BRIDGE MAINT.SPVSR. g rs Elev._3708.6_ft.Est.Fre _____�_________________)Knowled e 20 y ?� • ;i Stntewide Tier ❑ Regional Tier ❑ Sub-Regional Tier � ------ --- - --------- -- ------------- ---- ---------------------- - -- Albwable HW Elev_ _______________»___ ft. NormalWaterSurface Elev. _____3104___{}. LL (EX. 100 YR WSEL @ RS 70366 (l.�S TOE)) � Bench Mark is BM#1; -L- STA, 73+01, 89' LT (N_ 1004868,31, E_ 1237856.69)_ RAILROAD SPIKE IN BASE OF 15" ----�----' ------- ' -----------" - ' -""----"-------------- ' Manning'sn : LeftO.B. 0.016-0_1_ Channel_0.05__ Right0.B.0.016-0_0606fained FromFIELD OBSERVATIOW �,y ----- ----- -- - AERIAL PHOTO. �; CRABAPPLE TREE_ WEST_ OF_ BRIDGE ______ _ Elev. __ 3113.95'_ _ p. Datum: NAVD 88 ---- - --- ---- Flood 5tudy/Status _--NOT STUDIED----------- --------_------Floodway Es4ablished?--w?---- - - ALUMINUM BOX CULVERT MODELING: With Without d; Temporary Crossing ______________ oFF-S�rE �ETOUR______________________________ -- --- -- - -- -- ----- ---- -- - Flood Stud 100 r. Dischar e__ WA c.fs. ; WS Elev.: Floodwa wA ft. Floodwa wp` ft. �; -- - - --- ---- - - (NOTE: ALUMINUM BOX CULVERT MODELED AS BOX CULVERT IN HEC-RAS PER NCDOT GUIDANCE Y Y g Y - - - - - - - - - - Y - - - - - - - - - - - �, _ DOCUMENT DATED _APRIL 2072) _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ . _ _ _ @ River $tation WA � DESIGN DATA ' I � � . CONTECH_ STRUCTURE_ �40 WITH_ SPAN=_ _77'-9", RISE- 3'-10", BURf_ED 1 FP BELOW STREAM BED_ ____._ z Hydrological Method _ USGS SIR 2009-5158 RURAL REGRESSION EQUATIONS v � � ACTUAL_ CULVERT AREA _ __ _ 54.4_ SF_ (PRIOR_ TO_ _SUBTRACTING _ AREA_ BLOCKED_ BY SILLSj _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - " " - - - - " - - - � ; �� i .; y Hydraulic Design Method _HEC-RAS VERSION 4 7.0; PROJECT TITLE SF-040264 RichHillCreek SR7317 °- ' 0 ------ , _'--- ------- - -�- ---- ---- ----- �.; .. ; � . ---- ------- TDAKEN AT HEC eRAS �RS 10276 7 Di5 OE SEC CONol7- ft" 4z' 3. Outlet Control 4.0 _ ft.; �' BLpCKAGE FOR 1 FT $ILL= 17.75'_X 1'= _ 17.75 SF_ __ � ---- --- ------- � BLOCKAGE FOR LOW _ FLOW _ CHANNEL SILLS: _ . _ _ _ _ _ II � ---- - - ------- �� - Q H.W. dc+D H.W. Remarks N� .� � � """`"�`"� ° _. . r ro - - - - - - - - CH_ANNEL BOTTOM _W_IDTH. _ _ 9 FT- - - - - - - - - - Size & T e c.fs. K e HWiD ({�.) dc 2 ho H �So (ft � o YP ( ) i" ____ ' ___ __._ ____ ______ � �� , .y�i :y,�. � -------SILL_NEI_GHT.=._0.5 FT_W/1_:1SIDE_SLOPES----- � y�� ? r� - -- - ----- -- Z � _ _ _ SILL AREA __ (7.75' x 0.5a � 2 x jl/2(0.5'x0.5')) + -_ _4.13 SF, _ _ _ _ _ _ _ _ _ _ _ _ SE E H E — S N; ` `� � � �� _ AVG. DEPTH BLOCKED - _ SILL AREA_ /SPAN = _ 4.13 SF /17J5' = _ 0.23 _FT _ I s �; �,rm - - ---- --------- o . ��. °:a„ �. yY. s Z ,. ; ' u � � M€ � � � �;,ui" . TOTAL DEPTH_BLOCKED _- 1.23 FT ---- ---- ---- -------- > �: , `�„ � :: �� J BLOCKED AREA - 1.23'X V.75' - 21.53 SF,SAY_�1.8 SF -- --------- Is a Ploodway Revision Required?-N!?---------------------- � � "��� �` �� ����F ����� ,� ,����� � k. '�� �m, �� I - - - - �£ �'�p a, ,�,°4„� '� _ _ EFFECTIVE _OPEN AREA _=_ _ACTUAL_CULVERT AREA -_ BLOCKAGE= 54 4. SF_- 21,8 _SF = 32.fi_ SF_ _ _ _ _ _ _ _ `° �_ `.`, �','".'' _J NOTE. EXISTING BRIDGE OPEN AREA-33J SF Y ( ) Outlet Velocity (V ) _ _ _ . 8.7 _ _ _f.ps. Natural Channel Velocity (y ) , . _ _ _ 8_6 _ _ _ _ _f.ps. u,, - -ADJUSTED_SPAN =--32,6/j3,83'-1.23�=_12:54 FT----------------------------------------------- �o 'a �, ���1111l/jj��, Required OutletProtection COIR FIBER MATTING___________________________ __ __._ v� ��� � CA�����fi ------------- ---------- -------------- -_ -- _ _; Designed by: DAVID_ B.P_E_TTY,_PE_(TGS_ENGINEER$)_____ ,;\��Q���Egg���. �y�� THEREFORE, MODELED AS CORRUGATED METAL BOX CULVERT WITH SPAN-72.54 FT., RISE- 3.83 FT., NOTE: DESIGN MAINTAINS �NFORMATION TO BE SHOWN ON PLANS DaTe __ 6232014_ ____ .�; U �L•, .y � EXISTING LEVEL OF SERVICE. ft = 1 BURIED _1 FT, BELOW _ STREAM_ BED DEPTH _BLOCKED_ __ 1,23 _FT. _________ Assisted by: 7�4CHARY J_ RICHARD EI _ � v_� ---- ---- -- -- 9 9 9 Y Y V' , - - '� WS EL. Taken @ River Station 10366 (1.65 TOE) _ :Q SE Desi n: Dischar e _ _ . �$Q _ _ _ _ c.f.s. Pre uenc _ _ _ _ . _ 2 r. Elev. _ _ _ _ _ _ _ 3108.4_ - � 386 7 7� = �; ProjecT Engineer : LEONARD G. FIETCHER, PE, PLS � 6 23f (�^ - -- - -- ---- - ---- ---- ----- -------- � 0 - -- F �Q� Base Flood: Dischar e . _ _ 1700_ _ _ _ �,fs. Fre uen _ _ _ _ _ _ _ �_ _ _ _ _ _ _ r Elev. _ _ _ _ . _ _ 3111 _90 _ . _ _ _ , ft. �• % �' b 1 .-' 9 q �Y Y � �/� -- - -- ----- ---- -- -- � � y _.� _`�-, z,� =�- °f'� .��Q9G/p IN��fi,���. _ _ _ _ _ _ a Reviewed b : ��"�"_ _ -------- Overtoppmg: Discharge--- 250----c.fs. Frequency ------?- �-----yr. Elev. _------3109.10-------{}, N �`�`�m1�L111��, ` OVERTOPPING ELEVATION REPRESENTS LOWEST HIGHPOWT WHICH OCCURS AT -L- STA. 13+04 LT ���/f �