20160955 Ver 1_75 0371 2016 SF-750371 PENWOOD BRANCH SR 2182_20161004

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ADDITIONAL INFORMATION AND COMP'UTATIONS SITE DATA !
i Drainage Area 2.9_ SQ. MI_-------------- Source ---------------USGS QUAD _ MAP-------------------------_ c:ii
.USGS URBAN REGRESSION EQUATIONS FROM SCIENTIFIC INVESTIGA710N5 REPORT 2074-5030 River Basin ____.______ CAPE FEAR PIEDMONT URBAN (IA-25% N; RVEY & HYDRAULIC DESIGN REPORT
; CULVERT SlJ
-- - Character - - ---- - - - - - - - � - - - -
DA. =_._2:9 SQ._MI--------------------------------------------------..__---------------------------,__---------------------- Stream Classification (Such as Trout, High Quality Water, etc.) .------_._.__---C 303-(d)-- --- --- - Z; FEMA R STUDY p S �
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__IMPERVIOS_AREA__=__250�o Data on Existing Structure ._1_ @ 20'10", TIMBER DECK ON I-BEAMS, END BENTS: TIMBER CAPS & PILES, i � CAPE FDEAR RIVERDBASIN ' HY� UOLICSN CNIT Y U1� u`
- - - -- - - - -- -- --- - -- -- ---- - -- - - --- - ------- - -- - m; LEIGH,
_-- - -- - -- - - ----- -- -- - -- -- - -- --- - -- - �-- -- - -- - - -- -- -- --- - CONCRETE ENCASED, TIMBER BULKHEADS. ' • -
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-- - - - ----- - - - --- -- ------ -- - -- - -- _...-- -...- - - -- - -- -- - -- - ----- ---- - - - --- Tota) Watenva O enin - s.f. Waterwa O enin Below 100 r WS EL. - -- 180 --- s.f. : Q
HYDROLOGIC REGION_ 1.fPl_EDMONT1________ SAY FEMA_FIS_QISCHARGES_______.________________ i Debris PotentiaL• Low� Moderate❑ High❑ y p g Y Z; I.D. No.___SF-750377_____ Project No. _____..17BP,S,R,701___._,__ proj. Station .____15+74__-L-___________
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0 )53 (0 0016 25� : d;
_ Q74 _= 387_j2.9) �70)_ _____ 1310 cfs 7300 cfs 770 Data on Structures Up and Down Stream UPSTREAM: BRIDGE #247 ON SR 2344, 2@72'0" RC SLAB �; Count RANDOLPH__ _________ Stream __ PENWOOD BRANCH_______ .... ____ _______ Stru. No.._ 377___.__.
- - - - - -- - - - - - �5 --_ - - - ; - - y ---
rCONTINUOUS , END BENT: RUBBLE MASONRY INTERIOR BENT: RC POST & BEAM; DOWNSTREAM: BRIDGE #419 M:
0]903 (0.003)251 � `'---- ----�' -""--"-
-Q�n--- -- 518-(2'9)-----(lOj-------=--181_0_ cfs__ 1800--cfs-------------------7403,-efs------------------------------- : p -- - ----- - - - --- - - -- -- - -- - - -- -- �; On Highway-------SR_2182_�ALLRED__ROADl---- Between ---BUSINESS_ 220---- and -----SR_ 2783--------------
. N SR 2759, 1@72' Pb CONCRETE CORED SLAB, END BENT: RC CAP ON STEEL PILES. � �;
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oeo36 ro.00za�zs� Period of Records WA �� Recommended Structure -9" x
Q,oQ---=-- 753_j2,91- _(10)-_-----___ 2030__cfs 2000 cfs 7762, cfs WA ---------1--�-_32' ----_ 72,-0" ALUMINUM__BOX_CULVERT.-_--------------_-
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08160 i oi _ WITH FLARED WINGWALLS AND TOP EDGE__BEVEL____.__
-- Qsoa--=- 1045 �z'91 -- - - _ - 2490--�5 - 2500__cfs- - --� - - -.269C0_ cfs-- - - --- - -- ---- - -- - : Max. Dischar e- -- - - - wq - - - - c.f.s Date - - w'�=- - -- -- --- - Fre uenc wA ; w: - - -- - - --- -- - -- -- - -- -- -- -- - - -- - - --
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i Historicpl Flood Information: �i Recommended Width ofRoadway,_40'SHOULDER_POINT_TO__SHQULDER_POINT___Skew._4$..DEGREES___
. _.. _ - - - -- - - _. .. . - - - - - � -- -- - BRIDG V
E WAS NOT O ERTOPPED MAR B D BRI G �
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YRD NC OT D E
AFTER CQMPARISON, THE USGS DISCHARGES SHOULD BE USED FOR DESIGN. ; Date___ _„___._ Elev. ______N.Est. Fre r. Source MAINTENANCE ENGINEER Knowled e__4____ rs. �: Recommended location is ,,At n�eee�-#rerrr Existin Crossin '
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__. -___- - -- - -_- --_- - _ - - -- - -__ - -... ; Date �016- _ Elev._669=--ft-Est. Freq...10-__yc Source _,._.__HIGH WATER MARK _ -_ --Knowledge-.----Yrs. i LL Statewide Tier ❑ RegionalTier ❑ Sub-RegionalTier �
_.__._______.____.___.___.___ ............._.___.___.______......___...__.___.__._._.._._..___ __ Allowable HW Elev. _MEET OR IMPROVE EXISTWG LOS fF. Normal Water Surface Elev. 665.2 � Bench Ma�k is ___ BMI,_N 724079 E 1766349 BL- STA. 11+20 98' RIGHT, RR SPIKE IN 20" POPLAR
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NATIVE_MATERIAL_CONSISTS__OF__MATERIAL.THAT_IS__EXCAVATED__FROM__THE STREAM BED OR Manning's n: LeftO.B. __0,127__ Channel__0_052 RightO.B. _Q���� Obtained From FIELD STUDY __________________.___.______.___.___. ._.___________ Elev. ____699.63___ft, Datum:___NAVD__88_____.
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� , FENIA REDELINEATED DETAIL STUDY20NE AE;
__FLOODPLAIN_ AT_THE_PR_OJECT SITE DURING CONSTRUCTION.ONLY Md.TERIALTHAT IS EXCAVATED i Flood Stud /Status ____PANEL_#_7762_EFFECTIVE DATE:UL/2008 ' z YES : a� Tem ora Crossin __NOT REQUIRED_-.TRAFFIC__MAINTAINED__VI_A_OFF-SITE_DETOUR_
_ - --------- ---- --- - - - - -- - -- ---- - -- - ---------- Y -- - -- - - - . .. - ---- -- Ploodway Established. ; m; P rY 9 --
With Without
FROM__THE_STREAM__BED MAY_ BE USED_TO .LINE. THE LOW FLOW__CULVERT BARREL._RIP_RAP_MAY_ ; F�ood Study 100 yr. Discharge ___7762__ c.fs.; WS Elev.: Floodway _6�2•3__. _ft. Floodway ,.672.0 g.
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BE_USED .TO__.SUPPLEMENT NATIVE MATERIAL.IN_, THE HIGH_FLOW__ BARRELjS�, IF RIP_ RAP I5._USED___ : � 9�� �� ��- G � � �.- � �k I
@Rrver $tation 706 u�'� ��i�iU� U�n���ui �� 1 ufl� kr�l�f7�
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TO._ LINE THE_HIGH__FLOW CULVERT BARREL(S),_NATIVE__MATERIAL_ SHOULD BE_ PLACED_ ON__ TOP______ i H drolo ical Method .. USGS RURAL REGRESSION EQUATIONS COMPARED WITH FEMA FIS DISCHARGE = � i�� �,��sn �;�ur��,-�ex, —� '� �� "� �'� � � ,
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� TO_ FILL VOIDS_AND_PROVIDE_A_FIAT_SURFACE.FOR ANIMAL.PASSAGE. NAT_IVE MATERIAL IS____._____ i H draulic Desi n Method HEC-RAS 4.7.0 PILENAME: USGSRAS.PRJ (PROPOSED PLAN: PO4) ��i� ��,,, �' �=", � y
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° � Design Tailwater : Q 9.1 701 9.79 10.7 ^: r�lNr�� n m�1:� l�� ` �� '� ]
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! Required Outlet Protection . CLASS 11_RIP RAP__ _ � HDR�ICA ENGINEERINGUNC. QO ,,�o��H CA,Pp��9�,e�,
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• 5127 KINGDOM WAY, 5 ITE 7 �. . �,
-- - -- - ---- -- {NFORMATION TO BE SHOWN ON PLANS ; a RALEIGNSNC 27607 + .: �FESSIp�., .�
! WS EL. Taken @ River Station 706.8 ; � Designed by: N - � '�� S 9r • �
.._ . ._.. __._ ' ._. ._.__ ___' . C LICEN NO F 025 . .____ __._._.._'__.
� $ •
: Design: Discharge ---- 1800_-_ c.fs. Frequency--------5�_____----yc Elev. ----_---673,6_. ....-_--, ft. Z; = : q
w - --- - -- ---- - -- ----- - ---- -- -- -- - - - - : AssisTed by:EML, MLM, KMS-- ---- - -- - -- -- -- - -- ' 43 •
`�� i Base Flood: Discharge -----2000 c.f.s. Prequency ------- 100 yr. Elev. 674 16--____-._. {{. i � � •� •• N �;� .+~5'/�(I(�
�� � _ - - --- - ' : o Projed Engineer : _ TRENTON J. CORMIER, PE � , •• 61 N ; � Q„����
- - - - -- - - -- - - --- - - - - -- - -- - - ----- - - - ...- --- - -- ---- -- - - - - - -- -- Overto in Dischar e --2800
; - -�---- -- --- -- - - /-- - -----
: pP 9� 9 - - -------- c.fs. Frequency----,--500- +-------Yr. Elev. ------- 677.1 ' °' ..,�, •
• - - --- -- ----fr- � %�� ����ON GO��,
� Reviewed hy: - - --- - --- - --- �= "'"" '`--- - Date ------ ------- -- �4�u�a��
- -- ------- ��l��/fo