20141238 Ver 1_Application_20141203

AWA
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Pat McCrory Charles Wakild, P.E.
Governor Director
Attachment L: Low Impact Bridge Replacement Process
Low Impact Bridge Project No.: _ County Nash
Bridge No._32 over _Turkey Creek
WBS Element Number 17BP.4.R.52
John E. Skvarla, III
Secretary
This project is subject to the Low Impact Bridge Process as agreed to on October 6,
2009. This project meets the documentation requirements and approval procedures
under NEPA, as defined by FHWA, for Low Impact Bridge Replacements. This project
meets the standards of NCDOT's Minimum Criteria Rules.
Date: 12/03/14
Applicant Name: NCDOT
Applicant Address: NCDOT Division of Highways
P.O. Box 3165
Wilson, NC 27895-3165
Primary Contact for Project: Chad Coggins
Phone No.:[phone]
Is this an after -the -fact application: Yes X No
River Basin: Neuse
Stream Classification: C; NSW
Regulatory Authorization Options for this Activity
Federal: USACE Nationwide General Permit 3 — Maintenance
State: General Water Quality Certification #3883 and/or Buffer Authorization
Local: None
Project Description —
NCDOT proposes to replace Bridge #32, which is currently a single span 45' x 30' bridge, with a 153'x
30' (3) span bridge over Turkey Creek in Nash County. Stormwater will be discharged onto a riprap
dissipator pad outside of Buffer Zone 2, in the northwest quadrant of the project area. There are 40
linear feet of temporary stream impacts associated with the placement of a temporary causeway to
facilitate construction. There will also be 4,243 square feet impacted in Buffer Zone 1 and 1,206 square
feet of impacts i u r Zon 2.
I •
Signature: V ti
Title: NCDOT Div. 4 DEO
ev
Transportation Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
Location: 2321 Crabtree Blvd., Raleigh, North Carolina 27604
Phone: [phone] FAX: [phone]
Internet: http://h2o.enr.state.nc.us/ncwetands/
An Equal Opportunity 1 Affirmative Action Employer
Nne
orthCarolina
Naturall,ff

Attachment G: Low/Minimal Impact
Bridge Project Data Sheet
1
TIP NO
Division Managed
2
WBS Element No.
1713P.4.R.52
3
County
Nash
4
Bridge Number
32
5
Description
Turkey Creek
6
187
Stream
Basin
Neuse
Classification
C,NSW
SIN
27-86-3-(1)
Type
Inland
Size
35'
11
12
13
Existing Structure
Type
1span
Size
45'LX30'W
Suff. Rating
4748
14 Proposed Structure
15
Type
3 span
Size
153'LX30'W
16
17
Stream
USACE (LF)
40 LF temp causeway for bent consruction
INCDWQ Impacts (LF)
0
18
19
20
Wetlands
USACE Impacts (AC)
0
INon 404 Impacts (AC)
0
1 CAMA Impacts (SF)
0
21 NC DWQ Buffers Impacts
(SF)
BZ1=4243SF, BZ2=1206SF
22
Buffer Applicaton Required (>40 ft) (Y/N)
Y
23 State Stormwater Permit Required (Y/N)
No
24
25
26
Habitat
T&E Species Present
Bio Conclusion
No
No
No affect
27
28
Moratorium Type
Dates
No
N/A
29
30
31
32
Native/Hatchery
Trout Species Present
Trout Waters Trout Conditions (Y/N)
WRC Reviewer
No
No
No
No
331
CAMA AECs
No/GIS Confirmed
34
Essential Fish Habitat
No/GIS Confirmed
35
Nay. Opening
No/GIS Confirmed
36
USCG Permit
No/GIS Confirmed
37
Historic Properties
YES/MOA attached
38
Archaeological Resources
No/HEU Confirmed
39
Tribal Lands
No/GIS Confirmed
40
4(f) Resources
No/GIS Confirmed
41
6(f) [LWCF] Resources
No/GIS Confirmed
42
Wild and Scenic River
No/GIS Confirmed
43
Federal Lands
No/GIS Confirmed
44
TVA Area
No/GIS Confirmed
45
FEMA Buyout
No/GIS Confirmed
46
FEMA Flood Study
MOA/Hydro
471
USTs Haz Mats
No/GIS Confirmed
48
lRelocatees
No/GIS Confirmed
49
50
Location LAT
LONG
358659
78 1771
51
Project Comments
Completed by:
9
Division Environmental
ar 12/2/2014

DEPARTMENT OF THE ARMY
'T, CORPS OF ENGINEERS
WILMINGTON DISTRIC
69 DARLINGTON AVENUE
W11-MINGTON, NORTH -CAROLINA 28403-1343
ATTENHON', (W December 10. 2013
Regulatory Division
Action ID No.: SAW 2012-001 06
Icahn °I'. 1"Iddins, Ph.D.
Advisory C.ouncil on Ffistoric PreservatioP
Office offederal (-ICIICV Programs
1100 Pennsylvania Avenue, NW
Suite 803
Washington. D.C., 20004
Re: Memorandum of AEZ reenient (M(,)A) for the prOPOSed. reptacernent d Bridge 32 on NC"? 31
over Turkey ot",Aiddlesex. Nash County'. North Carolina,
Dear Dr. V'ddins:
Enclosed find tI Copy ofthe; 11\10A bemeen the US Arrny Corps of Engineers WOWS),
the State I listoric Prcservalion Office (Sl 11)0) <ind the North Carolina Departmeat of
Transportation (NC, DOT), that was developed to address the adverse effect of the proposed
replacement of Bridge 31.2 oji NC23 I ever Turkey= ("reek in Nash County. Inasmuch as Clic
17ederal I lighway Administration did not fund this project, but it Nvas necessary to secure a Corps
-s
permit under the authority of the Clean Water Act, the Wilmington District Corps of 1"noineTI
served as (tic lead Federal agency with respect to ensuring conipliance -vith Section 106 ofthe
1. Z�
Historic Preservation Act. A perruit for the referenced pro?jcct., if issued, will contain a condition
that obligates the; NC DoTto-comply with the pro-vislons contained therein.
The Corps of` t-,mulnecrs defined the undertaldm,,. the boutidaries of'thc permit area. and
evaduated the of,the undertal,',irq, on historic proncrtlies for this proiect pursuant to 3`�
CFR, Part 325, 1 lie result of [Ilis amflysis -,A"as the decision Illat the CrItIve proje0
�j
area sho v I d t1°dic S6:(,qw eel 'the perimi defined by thisarmlysis is idem
the scope Ihal would be IdenilIjed bthe rezpilatlowa al 36 C1,R Part 900. we are vvifl"1141 10 "12n,
the, attached %10,A, w1hich dQfine,,,; ific I)Io'cct are:A \�;Jtjj re 1
,rencc 10 the 1-eLWk0i0)1S ill ;6 CFV
Part 800.
In accordance vl'ilh ,6 C1A §800,6(b)( wearc ,-i copy of tbe
tbr Vour rccofi

It'vou have any qLICSfi0fIS or need additional inrormation, please contact Tom Sleffel's at the
Washington Regulatory uiew Office. telephone [phone].
Sincerely,
Scott M, cLendOTI, Chief
Re6lLdatory Division
Wilmilluton District Office
F,�[Iclosm-c
Co pies IbIlliShed (NN ith(All ClICIOSUIV).
Ms. Renee Gledhill-Larley
North Cawlina Department of Cultural Resource$,
State Historic Preservation Office
4617 Mail Service Cemer
Raleigh, NC 27699-4617
Ms. Mary Pope FUrt,
Supervisor, I-listoric. ArchitCCLUre SCC6011
Century Center Bildinp, B
1020 Birch Midge Drive
Rale4th, North Carolina '27610

N1 I �'.,MORA IN D ULM OF ACJ� I ,LNIFAT
ANIONGTHE UNITED S`1A1'ES,kRN'TY CIORPS OF UNCINEERS,
'1141, NOICHI CAROLINA DEPARIA11,141, OF TRAMPOICIATION,
AND
1 11E NORT*14 CAROLINONSFATE HISTORIC MESERVATION 01TWER
FOR
THE REITACFMENT OF BRIDGE 32
ONAC.'231
FOCI MUNTY, NORT11 CAROLINA
NCDOT11ROJECTNO. 17141"AA
WHERE,AS. the U'nited`l'iates Army Corps o H ";ngi rice rs (IJSA(,I,',) hz'is determillc;d that
the ncplacement cW Wye 32 on NC 231 over Turkey Creek i q Nash County,,Nlorth
(Andba (be lhiderLikinp') ;vfll imve an MWA upm Nash County Bridge I'N'o. 3,2. r,i
strt'lculm elit r listing
_�iblc i'm , in IS AM& HeMister (Q lisalric Placm,
(NRI Hj as acowributing wource to Me Murrt�h"s IMill I jir;loric Oistrict; nnod
WHIMEAN, to I jSMAT has mQuAd Mh the 'North ('m-o1imiS'uate I listoric
Prcscrv'mon' Offit:er piursuant to'30 CRT Part 0100, regukiUmis implemetwing
Ste tion 106 oVth, National Historic Flreservat,iw pow ( 16 USA7.4701): arxi
WHERE,AS, thUNACT", has tictilted dhe ""Id'viSMY COMICil 011 1 IiStOFiC, 1'rCSCYV,111k-471
Qkamcil) of the adverse eflect. abd it has declined to comment or participate in the
n;
consl':!Lttio� an �d
WHEREAS. the Nlorth Cm-olimt D�:parhncni of"I'mnsport-,ition (NCDO F) has
jr,irtio,ipatcd ira iho emmuhm4n wml hawkeen hwited by INME mul A: North Carulhvi
SHIJ-10 to I -,,c a,signatory to (his Montorandoini ol'Agrectnent (MOA),
74OWTHEREPT) RIL No US),ACI�, and Ow No�'th that the
QW06ny shall ho nnpk-aie„ntud in zhwwdmwc,, v%,ith the Foilo"ing QNsions in ordw
w Me n90 account the Mus Whet o tho historic p-mperly,
MLA IO
I h",-, � `-t \CE of "M A I Aludimme thy m Won, mqmnaways wo 00"le w "I am,
p, mi, 'Jlc k I
1. I'hth)rcvl;nf a I hall
Mor U, lot puuatloy)'i-'' "'t `Vol WOU 1 n I out a: VAPAIng V _ .won
Rr'die and ip; "mmunG:,-z ium, Kai, Am or nyurn, wMA 1.12,{`minow gni
Anmy's 410r Mom Wynn ii acconhyn.- vvidt the allayHod I lismin ImMura,
and j :Wbuqw40"ordali '', Plk'lv� Gives OC
Me"', i- Amp 14� --Alwon-T (TO : smi

IL Inclusion of Bridge Na. 32 fir the Ifistoric Bridges of North Carolina
Wellsite,
NCDOT is currently Jovelopliqr; as public website that will provide intbrinatiOn about
Iiistoric, bridge.5 �,�jnd the history ofbi-id( ge construction in Noilh Since Nash
Bridge No: 32 is an elioible wtructurc it will be included in the inventory of" bridges
willi, photographs and a narrative histoty.
111. Uiminticipated Diss: very
fn accordaTICC with 30 (IR 800.1 I(a), it'NC)OT Identifies additional cultural
resource(s) durini;
I g construction and deten-nine them to be eligible for tlieNTRIAP. all
work will be halted within the limits of the NRI I P -eligible resource(s) and the
USACE,a,rid S111`10 contacted. Ifafter consultation with the 84,)nalory Parties
additional 'mitigatioti is dktennhicd necessary, the NCIN)"J", in constiltation with the
Si,patory Parties:, will devetop and Implement appropriate protection/mitigation
nicasuret; for the reSOLircc(s), fnadvertent, or aceidental'(fiscovery of human, relliallis
will be handled iii aceordarice with North Carolimi General Statutes 65 and X
(V. Dispute Resolution
'Should any of the Signatory or Parties ol>jcu within (30) days to any plans or
documentation provided for review pursuant. to this A4reenieiit, the USACEshall
consult with the ob * iectirt�g party(ies) to resolve the objection. Irlhe USACA, or the
obj)eeting party(ies) dOerfi,iiiies that the otjeetiori eminot be resolved, the USACE
,Vvilt rom'ard Call documentation relevant to'the disputc to tho Council. Within thirty,
(:HCl) Buys after.reccipt ol'all pertinent documentation, the Council ,viil either:
t. Provide the USACE Nvith recotinyiendations, which the OSACE will
takc into riccolult it) rcaching a filial decision regarding OiQ dispute, or
2. Notify kie'USACE that it will coinnicin pursuant 10 CFR Sucfio)
80M(c) -and proceed to conimejit, Any Council Couirriont provided irr
responsc to such a request will be takeii Into account by the USACE In
accordancc with 36 CFR Section 800 7 (c) (4) with rCk"relice to the,
subicct ,,fl (I)c dispute,
Any -
iccoinmendation �Jr comment providcd by the Council %,vill be under�lood cc)
I t� ,
pel-taill ortk- to The sub`ccl of the disj,,)uw: IJSACI--'Bifid NCUOT's respon's"bili y to
Carry old all t:"I; uQ nol the ofllw
d I Sp uIII---- -vvd! rern'�,Iin
VAmendments
should alry odic P�-.�nies to thi. MOA belie-ve lhat it, lexuls lie
carrj,:,� ,,w -r Olw �m t�o 'HIC, IvIIIIS TlMdc, dk,
:3 '111 � r-Iflu t 1", S 111 'ACC

with 36 CFR 00.6(c)(7). Warn 4arnnencfrrrent, caxmot he agree upon, the clisfiute
resolution processset forth in Stipulation IV will be fcnllcnwcef.
VI. Termination
Any a the sip
atnry Paarty(ics) may terminate the agreement by providing notice to
tine ether parties, provided that the si natofies will consult clurirnf7 the Iaetunc# pricer -tea
'termination to seed 4agreennent enn.aarnnendine ntscar Cather actions that would avoid
termination. Terunitnatio n of this t\4O will require, ccannpliaance with 36 CFR 800.
This MOA i nays be terminated by the, execution of at subsccluernt. MOA that explicitly
terminates or supersiwdes its terrnns.
VD. Duratiirrr
U nlcss ien ninatcd pursuant to Stipulation VI aab6ve, this MOA will bre in effect until
USACIT,", in consultarllon with the other° Sigrn,atanry Partii s, determines.thart all €al`its
terrnnr lnararo satisl ne;torily been fullillvd or ih N('DO F is t. mtble ur decides not, to
culstruct the tfiaa.lc'rtaaking'
FIxecution ofthis LMemorarncla.rrn. €nf &m.,emem by IjSAC t", NC" 'l..)OT, and the North
Carolina SLIP', ,,inn implernentatio n vi` its wrinns, �;videncc that l„ISAC E haps afforded the
Council all crpporturnity to ccrinment on the l.Indertaakin(.1,1. and ihaat L..ISAC E has taken into
account the effects oFthe l..irncle.rta irnt,, on the hista)r-.ic l�rcrtaertie;.
r
I3y,� r � �.� .._ _ .... � ._. Date: L% 13
Scott,fmcLendon, Chief ; Regulatory Division
United States Army Corps of F'rngirnews, Wilmingt« ar District
l°CVii) t lit`1'l �, l`Llwl.
Nfirth Caandip.rnatState lIlsterrie: Preservaa6kon a?Ific,cv
North t`aarerfianaa Department rat`Clulturaal
7
Rohert Andrenv (:,'y n
I luman E nviro nrn'rent Scc.0 o n Ilead
Hearth Carolina Department tit l r<anrsr c rtaatralra

iNII EMO RA ND UNII 0 11 A CxR F, E M 1', NT
AMONGTHE UNITEM STATES ARMY CORPS OF ENGINEERS,
THE, NOWIM CAROLINA DEPARTMEN' (')FTRANSPORTATTON,
AND
THE' NORTI-t CAROLINA STATE HIS '1'01),'I(,'Il.t�ESEI�,,VA'I'ION OFFICER
FOR
THE REPLACENNU'NTOF BRIDGE 32
0 N NC 231 OVER TIJ ETURK ],�',Y CRE P' , K
NASH COUNTY, NORTII CAIMLINA
NCi)o,rPjzoJECA'N(,). 171111.4.1
I
'PILED:
Date:
Advisory CmimCil on I'lisloric Preservallorl

APPENDIX A
I listoric Structures and Landscape Rccordatiotl Plan
NCDOT'F'rojcct No7BPAJ
The Replacement ot'llridge 32
On NC 231 over Tu rkey Creek
Nash County, North Carolina
Photouraphic Requirements
• Elevations and oblique vlcv,.,''s of Bridge Not 32 and its ,setting.
• Reprcs�:nwtive, sti'uctui'al and ornamental details of the bridoe.
• Rqi�cscntativc photc)graphs of historic district.
1"'hotographic Format,
* Color (111,1,itat imaocs (all views). linages are to be shot on as SLR digital cai-nei-a with as
n'unimut'n i'esolutiora of6 megabyte pixels, at a high quality (pirefcrably RAVY') settirlg
To be saved in TIF 'fimn'i,ai as the archival masters, and libeled accoj-dijig 1c, flies SUate
11,istofic, 11i,eservatioln Oflice standards,
* All processing to be clone to archival standw-ds.
* The accompanying printed inventory ofthe imalges hicluding subject, tocatimi, date,
abd phuto-gaphcr infloi-maticin for each is iage is to be conij)leted accoi'diticx to the
St"Ite f fisto6c Preservation Office: standurls.
Copies an(] Curation
One (1) ,,cf of fill abccc niontlom'd photogl-'Iphic dcXunicntation. ;i '(anj)aci
disc of labeled irnae., wl'I] be d
�? eposiwd with thc orth Carona li0I fice ofAiviiivos
g,,I N
and f listory/1--fistoric Pcoscivatikm Office to be nia& i peraianent, part of the tilalewide
swvey and lconogniphic collection
One (I'l cmraact qh"'et -Jh all be dcPo'-5-Qd iii the Orouj')
o!'N(T'I('YI

'3 i\
J
f co
Preserving America's Heritage
December 24, 2013
Scott McLendon
Chief, Regulatory Division
Wilmington District Office
Corps of Engineers
69 Darlington Avenue
Wilmington, NC 28403-1343
Ref: Proposed Replacement of Bridge 32 on NC231 over Turkey Creek
Town of Middlesex, Nash County, North Carolina
Dear Mr. McLendon:
The Advisory Council on Historic Preservation (ACHP) has received the Memorandum of Agreement
(MOA) for the above referenced project. In accordance with Section 800.6(b)(1)(iv) of the ACHP's
regulations, the ACHP acknowledges receipt of the MOA. The filing of the MOA, and execution of its
terms, completes the requirements of Section 106 of the National Historic Preservation Act and the,
ACHP's regulations.
We appreciate your providing us with a copy of the MOA and will retain it for inclusion in our records
regarding this project. Should you have any questions or require additional assistance, please contact Mr.
Anthony Guy Lopez at [phone] or [e-mail].
Sincerely,
Z
LaShavio Johnson
Historic Preservation Technician
Office of Federal Agency Programs
ADVISORY COUNCIL ON HISTORIC PRESERVATION
1100 Pennsylvania Avenue NW, Suite 803 • Washington, DC 20004
Phone:[phone] • Fax: [phone] • [e-mail] • www.achp.gov

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ELEVa 213e72 NAVD F38
CLASS 'B' RIP RAP
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RC DECK GIRDCRS
END o�NIS
r�EZNr. couc� �>>-� ��zcHr a�u�v_nn s
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USE COARSE AGGREGATE ALl_ RlP RAP PLACED
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DENOTES TYPF III GUARDRAIL CONNECTION REQ'D.
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CXIS I WG 30' EASEMENT CONCRETE GARRTER RAIL" SHEETe
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ANCHOR UNIIS.
N OTE: FoR PAVEMENT LAYOUT & EASEMENT LAYOUT
0.01 ACRES OF SEE "ROADWAY DETAILS" SHEET I OF 2.
TEMPORARY IMPACT FoR o�zvEwav �avouT
FOR EC DEVICES s�t ��ROAOwAV oETAZ�s�� sHEEr 2 oF z.
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WORK POINT I WORK POINT 2
FILL FACE END BFNT 1 � BENT i
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HIGH WATCI� � ELLV.219e5
ELEV.219.3 �i (9/96)
F F
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N,W.S. ELEV. 208o6J �
(10/7/04)
3'-0"� DRILLED PIER�
(TYPJ
LOW CHORD
FLEV, 219.8
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SURFACE IF � � — _\ {� I
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SITE 1 414 SF STREAM & WETLAND IMPACTS
I NOTES
TOTAL 414 SF I ll METHOD II CLEARING AND GRUBBING
2)NO MORATORIUM FOR NASH °32
STAe 16+o5.i1 -�- LNOTE: WETLANDS ARE BEYOND 3) TURKEY CREEK IS A BWE LINE STREAM
WORK POINT 4 PROJECT LIMITS. SHOWN ON THE BUNN EAST USGS QUAD
FILL FACE END BFN'f ? MAP
G. P. ELEVo 222.59
PROJECT N0, 17BPo4oRo52
sTA �0+��_9h �- NASH
ENO Ai r��oa� � s At COUNTY
Nn I>AVEMENr _
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2' IIiICK W/ GEOTEXTILC �
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EXISTING SUBSTRUCTURF (RETAIN BELOW FLEV.209,6)
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FLFV. = 7_09a5
PROFILE ALONG � SURVEY
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USE COARSE AGGREGATE ALl_ RlP RAP PLACED
SURFACE AS NEEDED lN THF �,H�NNFU
BEGIN PAVEMENT
CT4 1�:(1(1 M -I -
DENOTES TYPF III GUARDRAIL CONNECTION REQ'D.
�UNK I_N. � SEE "GUARDRAIL ANCHORAGE FOR VERTICAL
CXIS I WG 30' EASEMENT CONCRETE GARRTER RAIL" SHEETe
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ANCHOR UNIIS.
N OTE: FoR PAVEMENT LAYOUT & EASEMENT LAYOUT
0.01 ACRES OF SEE "ROADWAY DETAILS" SHEET I OF 2.
TEMPORARY IMPACT FoR o�zvEwav �avouT
FOR EC DEVICES s�t ��ROAOwAV oETAZ�s�� sHEEr 2 oF z.
STA. 14+52e23 -L- STAe 14� 9He60 -L-.
WORK POINT I WORK POINT 2
FILL FACE END BFNT 1 � BENT i
G.P. ELEV. 224.10
l��ze 1 SLOPE NORMAL
TC FND BENI CAP
STAa 1A+38 38 -L (TYPa) �
BEGIN APPRO�C;- SLAB
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LOW CHORD
230 ELtV. 221.3�
220
MILLING LIMITS
210
L00 � qPPROXIMATE NAIURAL GROUND LINF_
13+00
HP 12 X 53
SIEEL PTLE
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100 YEI�I� hlehleWe
HIGH WATCI� � ELLV.219e5
ELEV.219.3 i (9/96)
F F
� -- -- �- -
—=� ---
ELEV. 209.6
N,W.S. ELEV. 208o6J �
(10/7/04)
3'-0"� DRILLED PIER�
(TYPJ
LOW CHORD
FLEV, 219.8
LOLA MURRAY BASS
DB 1650 PG 918
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uFNCI,�ITE' �AT_ SFT IN �0" ��J,�I � R=F
75e76' LEFT OF -L�� STA� 15+83v09
ELEVa 213e72 NAVD F38
EXIS I�C 3,?_J' Voe 32
20�-o c �A:� �oaowa�
SPANS: ] C� 45-0"
RC DECK GIRDCRS
END o�NIS
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DB 1599 , r, gq� �» DB 1650�G 918 � � i�� �
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SURFACE IF � � — _\ {� I
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SITE 1 414 SF STREAM & WETLAND IMPACTS
I NOTES
TOTAL 414 SF I ll METHOD II CLEARING AND GRUBBING
2)NO MORATORIUM FOR NASH °32
STAe 16+o5.i1 -�- LNOTE: WETLANDS ARE BEYOND 3) TURKEY CREEK IS A BWE LINE STREAM
WORK POINT 4 PROJECT LIMITS. SHOWN ON THE BUNN EAST USGS QUAD
FILL FACE END BFN'f ? MAP
G. P. ELEVo 222.59
PROJECT N0, 17BPo4oRo52
sTA �0+��_9h �- NASH
ENO Ai r��oa� � s At COUNTY
Nn I>AVEMENr _
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� /�i// - � � Mz��1N� uMl�rs
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� �IOP OF CAUSEWAY �
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FLFV. = 7_09a5
PROFILE ALONG � SURVEY
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F - F I.X�U F.I�D
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