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I, � ... !__4_-� � - � .. . I . i _. .�. _J � i �. _. i i � i _...-'— �.... .� � � � �--.— -� -- - � � � � � '� �� 00Z _ 00L � _0 ; �QL - � OOl ; �� .o o N � , �� i ; � �� o �o � SITE DATA CAPE FEAR RIVER BASIN REPORT 2 OF 4 ADDITIONAL INFORMATION AND COMIPUTATIONS p; DETAILED METHODS: REDELINEATE� Drainage Area 0_94_sg..mi.(602_ac.)__ _ Source uscs Quap_nn�,r___________________________________ �� CULVERT SURVEY & HYDRAULIC DESIGN REPORT USGS F$ 007 00, Urban Bloe Ridqe-Piedmont FFMA DISCHAR(;FS River BaSin CAPE FEAR (*see addrt�on_mfo)________ Character URBAN �. a� ------- - - - -------- - ------- ----------- - --------- ------------------- - -------- --------- - ----- - - ----- ------------- - - --------------- �; -�� N. C. DEPARTMENT OF TRANSPORTATION Percent Impervious (IA) = 20% (EsTimated from Mebane Zoning) � g {�, � WS-V; NSW INDEX NO. 16-20-5 N' DIVISION OF HIGHWAYS �� -----------------•-------------------------------------------------------------------------------------------------------- Stream Classification Such as Trout, Hi h Quali Water, etc. -- ----------�-------------- -----�--------- w; HYDRAULICS UNIT Drainage Area (DA) = 0.94 sq. mi ' 1@ 25' STEEL I-BEAM w/TIMBER DECK ON CORRIGIDOR RD. u RALEIGH N. C. ---------------------------------------------------------------------------•--------------------------------------------- Data on Existing Structure ---------------------------------------------------------------------------- ' OJ39 0.686 ' N' Uz 33.3 (0.94 20 248 = 25� cfs ---- ---------------}--�--�----- ------------------------------------------------------------------------ Debris Potential: Low------Moderate.-- X----H'9h-------- �: 0.681 O.Sl2 � U= 78A (0.94) (20) = 420 _ 420 cfs Data on Structures U and Down $tream UPSTREAM: t�tiA a; I-D. No.___. U-3109A project No. 34900.7_1_ proj. Station ___.____19+77 -Y10- __ --� ------- ----- ------- --------- -------- --------------------------------------------_. p . .- --- ------------- ----- -- �; ----- -- - --- 0655 0.515 U 122 (0.94) (2�)---- --548 = 550 cFs------------------------------------- Q70 621) cfs------------- DOWNSTREAM: LATHAM LAKE DAM,.NOT COMPARABLE---,------------------------- -- a: County .------- -------------- Stream------- ---------- ., ..--------- ---- -------.Stru. No..- -�`.�!----- _ ALAMANCE McADAMS CREEK q --'9--------- --------------------- 0.611 0.436 " " "" '"" -- �, . U= 228 (0.94) (20) = 871 = 800 cfs wq �� CORRIGIDOR RD. - z�----------------------------------- -----------------�------------------ Gage $tation No.----------------------------- Period ofRecords _WA--------------------------------------%'rs. ?; On Highway------------------------- Between SR_1972 (PITCH_DR.) and.____SR 7962 (THIRD ST:EXT.�------ --------------------------------------------------- 0.602 � 396 • U= 296 (0.94) (20) = 934 = 950 cfs Q50 - 1050 cfs WA WA WA �; Recommended Structure �_@. 10'x 8' RCBC w/ SILLS & BEVELED HEADWALL ____ __ ___ so--------------- ------- ------_._ _------- -------- - ---------------------------------------- --- ------- Max. Discharge -- ---- ------- --- ------ c.fs Date ------ --- -------------- Frequency.--------- - -------- ------- -- - - - - --- ------------ 0.593 0.35B o• N� U= 374 (0.94) (ZO) = 1054 1100 cfs Q100 1220 cfs----------- � . o: -----------•-----------------------------------�--------------------------------------------------------------- - _ --------- - '°4--------------------------------------_ ------------------------------------------------ Histoncal Flood Information: / U = U10 x 3.66 2006 - 2000 cfs l�J��'%� (� ��'�, �'�-��i',; �, �� "/,' soo - Q500 ___ 7720 cfs _ __ 4'" � � ��^' ��' �� G Period of o; Recommended Width of Roadwa 46' 48 DEGREES SP-SP ._..------------------------------ Skew ------------------------ ---------------------------------- --------'-------------------------------------------------- --- Date.__.___.__._ Elev._606.3_.ft.Est.Freq...��...yr.Source RODNEY_MANES�___RE$IDENT__ Knowledge__�9__.yrs. o: -------•------- - ---- o. Period of ; Recommended Location is (Up, , Stream from Existing Crossing. UPSTREAM.._ _._ ------------------ ------------------------------------------------------------------------------------------------.._--------------------- Date--------- Elev._606_3._ft.Est.Freq...�Q._yr. Source MEBANE TOWN__MAINTENANCE----Knowledge 20 yrs. °' LL Statewide Tier ❑ Regional Tier � Sub-Regional Tier ❑ -------------------------------------------------------------------- -------------------- -----'---'----'"'"-"-"""" MATCH OR INCREASE FEMA 100-YR UP TO 1.00 Normal Water SurFace Elev. __.__ 5_ Allowable HW Elev....-------------------------------------------ft� --'------- ft� " » � HEC-2 MODEL � Bench Mark is BM 22: STA 17+96 -BY10- 133' RT FEMA discharges are approximately equal To USGS FS 007-00 _discharges, therefore_ use FEMA discha�ges for the --- - --- ---- -------------------------------------------------------------------------- -- - ---- ---- -- --- Manning's n: LeftO.B. _ ��____ Channel__0,06 __ Right0.6. ..Q:]Q__ Obtained From& FIELD_ RECON, 10 50, 700 & 500 year freguenaes_ __ . _.___ _________ ______________ DETAILED METHODS: REDELINEATED FIS DATE 9/ls�06 2 YES � " ' '"'"'""'"" '"""'""'""""'""" ' ----'---'--'--" Elev _.__ .. _____ft. atu . .__._..___._.. ._. --'---_. . - - -' ' _'- ' Flood Study/Status ............................. ... .� _. ____._..._. �._ Floodway Established.._____________ �' OT REQ With Without �� Temporary Crossing --- --- -- -- --------- - ----- ------- - ----- ------- ------------ -- ------ N UIRED _ __ _____ _ . D m: - -------- - ...-------- - --------------- ---- - ' -- --'----- ---------' -'--'-'-""" Flood Study 700 yr. Discharge _. 1220__ c.f.s.; WS Elev.: Floodwa ___ 6075 ft. Floodwa 606 9 {}. P; .. Y ---- Y ------- =------ � This project is in the Jordan Lake Watershed. Because ihis pro�ect LEDPA [approved on 6_19.2008) was approved_ @ FIS River $tation 23915 M; ; - - - - -- - - - - (� � DESIGN DATA (River Station 24235 in model) � prior to Jordan Lake Buffer Rule implementaiion in 2009, this projed is exempt from those boffer rules. Z '� �' "` - - ----------- _ .-- -- -- - I I M h d Hydro ogica et o USGS FACT SHEET 007 00 URBAN BLUE RIDGE PIEDMONT � �,ry ------ - - -- --------------- --------- - -- --- - ------- ---------------- --- --- ------ - -------- --------- ------------- {^� HEC RAS 4.1.0 U 3109A McADAMS CREEK CORRIGIDOR RD a � '�� `''J� � Hydraulic Design Method _ . ._ ___.t_ _ ____ ) ' -- ---------------------------------- -- -- - ------------ �.___._�.�_� � - - ------------ -- -- ------------ -- ---- ------------------------------------- --- -------- -------- -------------- . Desi n Tailwater � 5.0 (� 5.5 _ 6.4 ft,.Q 6.5 7.0 ' V 9 Q ft.• fr.� Q ft.• Q ft. ¢• ,�,n.= ' """"""' "' """'""' """ """""'"""'"""""""' _.. ... 10 _"""_' ' „25 "'_"_' i 50 " _"" 100 _"_"'_'_' ' S00 '"""""'"""'"'_ O: ��.:,.. ' "' ""' ' . ._.. � '"" O' " ...""""" ' ____""""" __" " """"""""" ' InIeTControl Out�etConTrol °jI *'�`*^^ 1 ' ' ____ _..__' ' '_" ' '� Q H.W. dc+D H.y�. Remarks �: - , �� - � . Size & T e c.f.s. Ke HWiD ({�.) dc 2 o H L$° (��) BURIED 1' w/2' HIGH � .- . �� . � � �"� ' � . ;�� YP ( ) h _____"_' """""' _____"""""""' _________ ____'_"_ """"""""' ' ""' ��.. ' _'__' _'__'____ __'___________ 2@70'x8' Z ; 5` SILL IN ONE (7) BARREL � , �; . . � . . . "" """" "' ' ' """""""' ' " ' ' _ _' _"" """""""""""""""""""""' W . .. . '""" " " ' ' "'""""" ' ' """""" " " ' ' " ""' " "' " " "'"" """"""""'"""""'""""' . ' ,rp� � . '; � �� *� � 1 '""""' ' _'_"""""""' _' '_"""" """""""" L �1 . .... "__ '___'__" "'_"___ "'_"'_" ' """"'_"'""""""'" O . Z � . , �:� . � . � '""'""""'"" ' """"'""""'" ' """"' """'""""""""" " ' _'_'_"' "___"'__ """_' ' "' '""""' ""'"""""' _ .. .. ' � � .. . C � '""'""""""" """'" _'__""_ ""_..__ > '.., . '"" '""" " _'_""""""""" ' __'__"' .;. ' . � . � .. . -------- -------------- Is a Ploodway Revision Required? ---YES------- � � „ , ' , a � ------- ----------- v� ------------- -- -------------- ---- - -------- --------- -------------------------------- -- - ------ -------------- Outlet Velo s Natural Channel Velo city (V�o� ------ - -- 5=8-- ----- --f.p. . citY ----�io) -------- 4=�------------f.p.s. y.; � r��ii�rrni� ----------------------------------------------------------------------------__.-------------------------------------------- w� ^` CAR '> w. tc r� --------------------------------------- Required Outlet Protection ____CLA55_'I'_RIPR.4P_ STREAMBANK STABILIZATION-- --------------------_------- �: R d S �`��NES�S,i��o��;�2y� �-------�------------------------------------�---------------------------------- ' Designed by: _ an al C, Howard, EI, PL-------------------- � ,�� ., �� HEC-RAS MODEL DATUM IS NGVD 29. ELEVATION DATA TAKEN FROM THE INFORMATION TO BE SHOWN ON PLANS �'� Date ----------------- ` `�`��_� �f'L�` f, _ --------------------- ._..-------------------------.------------ WS EL Taken @ River Station 24200 �; Assisted by: BNE, JGD------------------------------------- _ =a = ----- -------- ----------------- --------------- ' MODEL HAS BEEN CONVERTED TO NAVD 88 USING A CONVERSION OF: Design: Discharge .__..8�0 _..._ c.fs. Frequency..___._.__�5_.__.__.yr. Elev. __..___... 605_4__________ {t, a; � = 9334 ; _ -------------------------------------------�---------�---------------------------------------��---- �; Projed Engineer : W. Henry Wells� Jr,� PE, PLS � � --------'-------- ` NAVD 88 = NGVD 29 - 0.80' Base Flood: Discharge ---- 1220----- c.f.s. Frequency.------,--700-------.yr. Ele�.' 607.60 £ /� ��'�� N F.�� \�� ---------------------------ft• /�� FNc E ------------------'-----------'--'-'-------"-"---'-'------------------•--'--'----- �� a Reviewed by: N/i ��e4�%F��iinn`��c�,`e.. ----------__..... ---------------- d ------------- ------------------------------- SUNGATE DESIGN GROUP, P.A �i RY W � Overtopping: Discharge _,. 1720+_-- c.fs. Frequency.------- 500+----•- Yr. Elev- _---------617,0---------- {}. w i�ct E`p' N s�s�orvEs Fanrvrcun aono ��1tLLla1 OVERTOPS PROP. ROADWAY aaieice,xoa.ecneaurvazesa AT STA. 18+40 -Y10- Nc con rvo. c-oaso 3 I � � l J�.(