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20151264 Ver 1_Application_20151207
3.'' Transportation December 7, 2015 U�SACE Raleigh Regulatory Field Office 3331 Heritage Trade Drive Suite 105 WakeForest,NC 27587 Attention Subject: Dear Sir: Eric Alsmeyer Project Manager PAT McCRORY Governo� NICHOLASJ.TENNYSON Secrerary Project Number (aka WBS number): 17BP.S.R.59 Structure No. 920089 over Little Fishing Creek on SR 1510 (Matt Nelson Road) in Warren County The North Carolina Department of Transportation (NCDOT) proposes to replace this bridge. This project is similar in nature to projects processed under the Low Impact Bridge Replacement Program (LIBRP). Accordingly, the L1BRP format has been utilized in the permitting of this project. A site visit was conducted by USACE on February 26, 2014. The following are attached to this cover letter: Low/Minimal Impact Bridge Data Sheet Attachment L: LIBRP impact data sheet Stormwater management plan Riparian buffer permit drawings Jurisdictional resources summary sheets If you have any questions or need additional infarmation, please contact Mr. Chris Murray at (419) 220- 4633. Sincerely, ��c J.H�s,P.E� �°' Division Engineer c: Division 5 file, NCDOT Rob Ridings, NCDENR-DWR �Nothing Compares"-�.,_ State ofNon6 Cazolina � Department otTranspor�ztion � Division Five Office 2612 North Dnke Street � CS d 17-27-03 � Durham, Nonh Cazolina 27704 919-220-4600 Telephone ; 919-56�-3371 Fax �;� ;. : [��P�� �lor?h Garo(in� Department of Environment and Natural Resources Division of's�later Quafry Patr��,,k L Afi�Crory Cc�een H. SufKtns GOQ`EvROF Dil6CiS? Dc.^a!+J R. v<� der VaG�t Secret�y Attachment L: Low Impact Bridge Repiacement Process Project Number (aka WBS number): 176P.5.R.59 Bridge No. 920089 over Little Fishing Ck. on SR 1510 (Matt Neison Rd.) in Warren Co. This project can be characterized as meeting the parameters associated with the �ow Impact Bridge Process as agreed to on October 6, 2009. Accordingly, this project meets the documentation requirements and approval procedures under NEPA, as defined by FHWA, for Low impact Bridge Repiacements. This project meets the standards of NCDOT Minimum Criteria Rules. Date: December 7. 2015 Applicant Name: Joey Hopkins, P.E. Applicant Address: 2612 N. Duke Street Durham, NC 27704 Primary Contact for Project: Chris Murray, PWS Phone Number: (919) 220-4633 Is this an after-the-fact application:_Yes X No River Basin: Tar-Pamlico River Stream Classification: C NSW with DWQ Index Number of 28-79-25 Regulatory Authorization Options for this Activity Federal: Stream and Wetland State: Stream, Wetland and Riparian Buffer Authorization �ocal: None Pr,oject Description: See attached spread sheet for project-specific information. Permanent Impacts: See attached permit drawings and summary sheets. Note stream, wetland and riparian buffer impacts. Stormwater Information: See attached stormwater management plan. Signature: �y,�,-„ �'"�—� _� � Print Name: Christopher A. Murrav, PWS Title: Division 5 Environmental Supervisor r�^apotla +pamti�� gU + i50 P°ail Serv,.e Csnter Ralz�7h, �Jodn C�z-a 27E �'t;50 ���t�n 2311 Cr�Mi e Blad Ra:�ah N th C�n: �E n 27664 P;one 7r a31786+P�X i%e733��3 i .ies:�r,. :p:ph2o.rsrvstffie :���GueVaa�;;! P c�,7 Ws,'.n:[p;A nr�>, Cnii n�.yer N� rtl� ��rc�l� na d��l��Il1'�la���f. WBS ���. �78P.S.R.59 �Cou� � Warren 8ridgeNumber Bridge320089 �������� � D�scriptian . 8r'i�yt:,h"va 3�`? over LitUe Fishrrg Crerk �r�� SR'IS10 (M�tl Noitton Ftaat`) � 8aslre T�r P2mii,n Rfve�r 6asin � ClassiPiaation .. . C: txS4N ........ S#rearn �SiE! . . . . 28-73�-25 ... . TYRa .......... . —" ., perennial stream .. . .._. .�..�.. .Sizu �� 20iinear{neiwide �.Ty�pe .., Timber Fla�r on I 3Aams, EBiS & IBTS: TIM CfoPSREtw3 Piles Exd5ting S¢ru�ture �Size 7 18.1'. 1,�n�17.1', 1 a18' Suff. kZafira F;3.1 . . .... �.. .._,.� ._ Propo�ed S#ructurc> 7YET� __. .. .... . 2e" Careii 5,',3k� w,' 4 D Er;d 8ent Ca s .... Size '�;�; .r Ppnd US�CEim acts ac O.Oac �-���������� Stream ��ACE ImpacTs {€_P} Permanent: 33 I�rtmar feet; Tem aa'ae : 20 linc,�ar t�ef �.� �.�an d04� 9m acts LF N/A �� � � �.i;SACE lmpaMs {AC) .. O.D ac � Wetiantls ��4on d0� impacts (A£:} � � Q 0�cre -CA�RAIm ac#� AC. .. . � NatAPp��c�k�lr� .._. -� .� �AdC B7YNQ BuYFars �Fn3 ac3s SF 3,iSE sf BZ4; 5,4�7 s` ��Z2 _�. _. �k'4er Apptication €a�x ira� ed j>46fi�Y17�} Yes ._...,....�..�„_ �.. hdC i1�S'4 8torml"dazerP�rmS# Ft� uired fN ''� No �� _:.,.��.,w.,. � �_ � t�,ro.�,,� v» ...., _.. �fiabifaY(y2rr) "' `=, "° ft :y^� .n:. 4am«`:n ey„�a h ao-h�q ..... _. .. ___.. ,�... ; �' aww »oa*+ wu . _ "i'8E '�5;aecles �^���en! a �,b `. . Zi Ri rc ama r se. �Na rs , [5*.p4n.vJ dar P.�c :wtl c.�' la H� EYn � i�tio Cor�cisssion ""s"•""�""`",""��""°�""`. -:.e t�v.,,>e,�.,�„�,�macne ea,.�.. .. 'w+�r.nyyxww•Cs� 6Mv:FFA RSoratprium :TYPe. ... . . .. � �4«t licable.. . �'Ctates �lotA laoabie � .. .. .;TdativelM�tche .�_.. Nct APPiaceble � Trout t�aiers ��'�rout 3 cies Presen4 Na; eM � Iicable '.TroutConditians R�" NctA licabie '���YNi2C Reviewer Not A ,�9icable "� � � CAF,RAIAEGs ...... NatA IicaWe . ...... EssenY3aSFish'.Habifat /n No � �-��- Nav. �:O enin � Noi A licable USCG+Permit NoY A iicable � Nistoric�.Prp �rties NaSurve R uired6/2312p?3 �����-������� Archaeolo ical�:f2esou�ces No Surve Re� uired 6/2&f2043 ��� �� Tribal i9�ands NotA licabie ������� ����� d: Resources Not A li;:able 6 � LWCF'�Resources NotA �iicab;e kS�ildand�:SoenicRiver �' No .......""... Fores€Servdce�Lands NotA licable � TVA:Ar�a � No#A Iicable � � �� d FE69A.Bu out • No ��� � � �� FE�4A�. Fbotl Study FEMA �irtutatl Study. M1AOA appsoved 12/'1=2v14 ��� �� ����� US7s�'Haz�9ats .m No Retacatees � No .......... Location �T ...... ... ,... 36.384t6de�. I.OMG '78.0011 d�a. - ���� �- Projeaf Cor�tmasits �„� ,� _ Caenpleted by: ����_ '�;". �` t�+, z,n� r.="�"- � _ Fivis�on 5 Hridc�e Prograrn �anager ��,�, �.-'-,�_ _ �Divi�t�n�nvaron nY� C)fi"i�er �zn�zn�� 1 li�;l��v�1y North Carolina Department of Transportation �tc�r�YZr�vater � � ,,., ,.,,,,, Highway Stormwater Program STORMWATER MANAGEMENT PLAN _ (Version 1.2; Released September 2011) FOR LINEAR ROADWAY PROJECTS Project/TIP No.: 17BP.5.R.59 County(ies): Warren Page 1 of 1 General Project Information Pro'ect No.: 17BP.5.R.59 Project Type: Bridge Replacement Date: 11/13/2014 NCDOT Contact: Galen W. Cail Contractor / Designer: Larr Clawson Address: 1020 Birch Ridge Drive Address: 1020 Birch Ridge Drive Raleigh, NC 27610 Raleigh, NC 27610 Phone: 919-707-6711 Phone: 919-707-6712 Email: cail ncdot. ov Email: Idclawson ncdot. ov City/Town: Vauhan County(ies : Warren River Basin(s : Tar-Pamlico CAMA County? No Primary Receivin Water: Little Fishin Creek NCDWQ Stream Index No.: 28-79-25 NCDWQ Surface Water Classification for Primary Receiving Water Primary: Class C Supplemental: None Other Stream Classification: None 303(d Impairments: None Buffer Rules in Effect Tar-Pamlico Project Description Pro'ect Length (lin. Miles or feet): 0.069 mi Surrounding Land Use: Rural Proposed Pro'ect Existin Site Project Built-Upon Area (ac.) 0.28 ac. 0.21 ac. Typical Cross Section Description: 2 11' lanes 2 10' lanes Average Daily Traffic (veh/hr/day): Design/Future: 300 ADT Existing: 280 ADT in 2012 General Project Narrative: The project consists of replacing Bridge #89 on SR-1510 (Mat Nelson Rd.) over Little Fishing Creek. The approach work will consist of raising the existing roadway grade and providing grass shoulders and guardrail. Bridge #89 existing 3 span structure (54' total length) will be replaced with a 1 span 70', 24" cored slab bridge, 4.0' deep cap. Best Management Practices: -Promotion of sheet flow and infiltration with grass shoulders. -Drainage systems outlet to rip rap pad. -Removal of existing road fill under bridge will improve bridge conveyance and reduce bridge opening velocities. References � � � CLEARING ON THIS PROJECT SHALL BE TO LIMITS ESTABLISHED USING METHOD THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES � � GRAPHIC SCALES DESIGN DATA � V50 25 0 50 t00 ADT = 300 �DHV = WA � PLANS D = WA O 50 25 0 50 t00 T= WA * * (TfST WA + DUAL WA) /�/ PROFILE (HORIZONTAL) V = 55 MPH `� l0 5 0 l0 Zp CLASS = RURAL � LOCAL PRf1Fll F IVFRTI('AI 1 SUBREGIONAL TIER PROJECT LENGTH LENGTH ROADWAY STATE PROJECT 17BP.5.R.59 = 0.069 mi. LENGTH STRUCTURES STATE PROJECT 17BP.5.R.59 = 0.013 mi. TOTAL LENGTH STATE PROJECT 17BP.S.R.59 = 0.082 mi. n�oerx caaocrna DEPARTMENT OF TRANSPDXTfITlON 2012 ST9NDARD SPEClFICAT/ONS BTATE PROJCCT ftEPERENC6 NO. 17.BP.5.R.59 PR01.N0. .A.PROI.NO. ?.5.R.59 WA s�� w�scavnoN PE PERMIT DRAWING SHEET 1 OF 7 US /5B �, HI'DRAULICS ENGINEER NEIL DEAN, PE srcxarunE: ��c RIGHT OF WAY DATE: rxo�scr sxcrvEER ROADWAY DESIGN ENGINEER MICHAEL BURNS, EI PROfECT DES/GN ENGlNEER LETTING DATE: LISA GILCHRIST, EI 12/L015 xcnor coNrncr r.e. 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FROM EN D OF BRI DGE + 50 LT. & RT. � .� ,� ARMO R STREA BAN \ @ 1.5:1 W/CLASS II RIP , SEE DETAI B \� EST 50 T NS � EST 50 SY GE TEXT E >S �� � __ D8 �/ BRIDGE 920089 S R - S 2 0 O 7 P E R.M IT D RAWI N G SH EET OF ^�_ �% SITE 2 �V ��'LASS I I RI P RAP T SHOULDER PO T -_ � � I� W�,00DS _ __ , . _ . � � � I� I�— � � , � � � � � � � .� , � � I� _ , -� � � �... _, .____- - � � �� � � � � � � .__..__ X X— — --------- _ — --- --,, _ _ — --- — ____ , , �� _ -- � - - - _ ---- = �; - —� � - —� � � �� �-�. � � _ � � � � � � � � � ; O O � � � !` -------- � —_------------- ��-� < ;a� � � � �— - _'���_ -___-- _—_� --- --- __� - � c� CL 6 RIP P l EST 1 T N EST 5 SY GEOTEXTILE �EXC VATION Vl100DS PROJECT REFERENCE NO. SHEET NO. l7BPo5oRa59 4 RM/ SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER �� � � ���A� � llC�NST ��I� A� � �������� � ����� II➢� N�'Il° �15E F�IE$ % W .�C�UIISI'll°I�N ,_G Firm License No. C-10 421 Fayetteville Suite 4 ; � Raleigh, NC 27E �,�,�.,� T 919.380.87 wwwstewartinca � T I� \�.y���' �� � THOMAS ,� KATHLEEN ALAPATT X X /` �s�3i�i��� �o�B�� MqT I�ELSOIV ROAD e a• x � JOHN W SHEARIN JR F F DENOTES FILL IN WETLAN D DENOTES IMPACTS IN SURFACE WATER � � � � DENOTES MECHANIZED � � � CLEARING � � � � DENOTES TEMPORARY IMPACTS IN SURFACE WATER �' PROJECT REFERENCE NO. SHEET NO. 0 � � — � � ROADWAY DESIGN HYDRAl1LIC5 ENGINEER ENGINEER INCOME�LE E FL.�NS OO NOT USE FOR A W ACQUISITfON 9�RELIMIN RY PLANS DO NOT USE FO CONS"1'RUCTION PERMIT DRAWING SHEET 5 OF 7 Pl 16+40 l R EL = 23/86' E fV.23/.4 K 6/ E GRADE -L- STA.75 47.0 —L STAI%'f S.� 1@ 70.0'; 4" CORED 5 B E �/�232.� GRADE EL - 232.44 _ 90 SKEW � � PI = l4t ,OiD � EL = 23 .4/' / � VC = l , � - � � i � � �'� SBii f - -- -- — I I I I I I " NW$ 221. 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Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fill in Fill ln in Clearing in SW SW Impacts Impacts Stream No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (tt) (ft) 1 15+40 Bank Stabilization < 0.01 < 0.01 33 20 2 16+45 Fill in Wetland < 0.01 0.03 TOTALS": < 0.01 0.03 < 0.01 < 0.01 33 20 0 `Rounded totals are sum of actual impacts NOTES: � � � � CLEARING ON THIS PROJECT SHALL BE TO LIMITS ESTABLISHED USING METHOD THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES � � GRAPHIC SCALES DESIGN DATA � V50 25 0 50 t00 ADT = 300 �DHV = WA � PLANS D = WA O 50 25 0 50 t00 T= WA * * (TfST WA + DUAL WA) /�/ PROFILE (HORIZONTAL) V = 55 MPH `� l0 5 0 l0 Zp CLASS = RURAL � LOCAL PRf1Fll F IVFRTI('AI 1 SUBREGIONAL TIER PROJECT LENGTH LENGTH ROADWAY STATE PROJECT 17BP.5.R.59 = 0.069 mi. LENGTH STRUCTURES STATE PROJECT 17BP.5.R.59 = 0.013 mi. TOTAL LENGTH STATE PROJECT 17BP.S.R.59 = 0.082 mi. n�oerx caaocrna DEPARTMENT OF TRANSPDXTfITlON 2012 ST9NDARD SPEClFICAT/ONS BTATE PROJCCT ftEPERENC6 NO. 17.BP.5.R.59 PR01.N0. .A.PROI.NO. ?.5.R.59 WA HI'DRAULICS ENGINEER s�� w�scavnoN PE BUFFER DRAWING SHEET 1 OF 5 NEIL DEAN, PE srcxarunE: ��c RIGHT OF WAY DATE: rxo�scr sxcrvEER ROADWAY DESIGN ENGINEER MICHAEL BURNS, EI PROfECT DES/GN ENGlNEER LETTING DATE: LISA GILCHRIST, EI 12/L015 xcnor coNrncr r.e. N 0 W � 0' 100' Scale: 1" = 100' THOMAS ALAPATT & KATHL.EEN ALAPATT � � WOODS �' � , ti �ti . � . ., r C LASS I I RI P RAP _ TO SHOULDER POI T TOE PROTECTION SEE DETAIL A - �� �� �� �� �� �� ��_ — — — _ , — �� ��——— � � ____ �—�� — - - - _ �__— —__ ,, ��� BST � �o � � O O O O RO�� � � �l � O - O O � O _ _ - \ ��_____--- � �� �� �� ��� �� �� ��—�'��'T �� _- — - - � � _ - _ - ----- _ — W SHEARIN JR TOE PROTECTION SEE DETAI L A WOODS SHOULDER BERM GUTTER FROM STA. 14+90 TO BEGI N BRI DGE LT. & RT. FROM EN D OF BRI DGE TO STA. 16 + 5 0 LT. & RT. � , �ii / / � i � i� i i X_ � ARMOR STRE BAN @ 1.5:1 W/CLASS I SEE DETAI 6 EST 50 T NS EST 50 SY GE TEXT E � � BRIDGE 920089 BU FFER DRAWI NG SH EET 3 OF 5 -- PROJECT REFERENCE NO. SHEET NO. l7BPo5oRa59 4 RM/ SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER �������� �� ����� �� N�'Il° USE ]F� C�NSTIbUC°1[°Y�N ll������� � I����� II➢� N�'Il° �15E F�IE$ % W .�C�UIISI'll°I�N „� Firm License No. C-10 421 Fayetteville Suite 4 � Raleigh, NC 27E �,� T 919.380.87 wwwstewartinca � -�- � �,�. � � y -� ; Y ���, �. �� �� , �. �, p ► 8 - S ti R S 2 . o 0 7 � ��'LASS I I RI P RAP ,� T SHOULDER POINT . � , '� / ___ ._ I� � I� Vif� 0 0 D S _ , f�__ , � � � � f� � ��. , � � f� � � � ` � � � � � � � / �xi , �, �� ,�i,, �. I� � � ___ ,,,. ►� �� \�x �� ��� � , � ._�_ �- . ���` � � / / � _ __ _ _�__ x '� _ _ � -_�- - - _ _ i< i< � � __ _ -� '� ,�. ; — ---- __ �--.�.__._.--- _.__ _ -- "" � '� ��' �� �'���,� — — _ _ — — — � � - - - - — - - — - - — - - — - - — � � �� i, �� y��� - r — - - - � � - - - � � � , _ �� � � �'� '� ' � � � � � � � � �� � x�i � — � — -� � � � �, , ' �' ,�, � , � � ���, O � � , � ;i-�� ''' �I � � � , �, ��. � � �' ' � ��� � O O � � ��� , � l_�y /�i � — 1' �X 1 � �' a' _ � L�I � ._----_. �(i __-----.------- �� x ��;�� � ����� ���� — � ---- � � � � �� � i � � � �— - , ,,, X � � a� ,i�;� — _ _ _ _ __--- - _� X �� X',� �,� � �� � xy� ��` �` �`�� � C L B RI P P �' �`� X\�������� �� i i i i i ����1 EST 1 T N X �,�,�,�,�, � � . W � �. � EST 5 SY GEOTEXTILE � � �1100DS <\������������ {' ��<�<�<�<�< �������� ������� � ������� � ����� x ' SR3/�l� /� l���B i� �J MAT I�E�SOIV ROAD x JOHN W SHE ALLOWABLE IMPACTS ZONE 1 ALLOWABLE IMPACTS ZO N E 2 �' PROJECT REFERENCE NO. SHEET NO. 0 � � — � � ROADWAY DESIGN HYDRAl1LIC5 ENGINEER ENGINEER INCOME�LE E FL.�NS OO NOT USE FOR A W ACQUISITfON 9�RELIMIN RY PLANS DO NOT USE FO CONS"1'RUCTION BUFFER DRAWING SHEET 4 OF 5 Pl 16+40 l R EL = 23/86' E fV.23/.4 K 6/ E GRADE -L- STA.75 47.0 —L STAI%'f S.� 1@ 70.0'; 4" CORED 5 B E �/�232.� GRADE EL - 232.44 _ 90 SKEW � � PI = l4t ,OiD � EL = 23 .4/' / � VC = l , � - � � i � � �� SBii f- -- -- — I I I I I I " NW$ 221. Y1N14 I 1 11 1 1 1 1 1 1 1 1 2 � � � � � � � � � � � � � Z � �,o �� �� �� �� w �� �� �� r*n �� �� �� u r» uru' <»ei u Ea BUFFER IMPACTS SUMMARY IMPACT BUFFER TYPE ALLOWABLE MITIGABLE REPLACEMENT STRUCTURE SIZE / STATION ROAD PARALLEL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 SITE NO. TYPE (FROM/TO) CROSSING BRIDGE IMPACT (ftZ) (ft2) (ft2) (ft2) (ftZ) (ftZ) (ft2) (ftZ) 1 70' Bridge 15+12 to 15+82 X 2358.0 2358.0 1 N/A 14+75 to 15+12 X 828.0 1497.0 2325.0 TOTAL: 3186.0 1497.0 4683.0 0.0 0.0 0.0