20160194 Ver 1_401 Application_20160301

Cele6rat�rag 15 Years
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ENGINEERINGx February29,2016
C 0 N 5 T R U C T I 0 N
Brad Shaver Mason Herndon
US Army Corps of Engineers NCDEQ - DWR
Wilmington Regulatory Field Office Fayetteville Regional Office
69 Darlington Avenue 225 Green Street, Suite 714
Wilmington, NC 28403 Fayetteville, NC 28301-5095
Subject: Pre-Construction Notification and Preliminary JD Request
Mt. Misery Road (SR 1426) Pipe Replacement
Brunswick County, NC.
Dear Mr. Shaver and Mr. Herndon,
On behalf of the North Carolina Department of Transportation (NCDOT) Division 3
environmental officer, Mr. Stonewall Mathis, this submittal servers as a preliminary
jurisdictional determination (PJD) request as well as a pre-construction notification
(PCN) application requesting written concurrence from the US Army Corps of
Engineers (USACE) and the NC Division of Water Resources (NCDWR) that the
activities proposed below may proceed under Nationwide Permit 3 and General Water
Quality Certification (GC) 3883.
Project Purpose and Need
The Mt. Misery Road (SR 1426) Pipe Replacement project (Project) proposes to
replace the existing 66" x 51" CMPA with two 81" x 59" CMPAs with headwalls. The
existing CMPA is undersized and has deteriorated presenting a safety concern. The
proposed replacement will provide adequate flow to prevent damming and address
the existing safety concerns, while also allowing for aquatic life passage.
Project Location
SR 1426 (Mt. Misery Road) intersects with US 74 at a point northwest of the Town of
Navassa in Brunswick County, NC (see Figure 1). The Project area consists of
approximately 0.44 acres (Figure 2) located at the point Mt. Misery Road crosses
Indian Creek which is approximately 1.8 miles west of SR 1430 (Cedar Hill Road).
Jurisdictional Features
As per the Natural Resources Conservation Service's Brunswick County Soil Survey,
the soil series present within the project area are listed in Table 1 below and shown in
Figure 3.
1Q25 WadeRvenue � R�Jergl�, NC � 27G05 � Phane: 914.789.9977 J F��x: 914.784.9541
seprengineer-rn�7.�nr�� � [�aSEPlengineers

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Table 1. SOILS PRESENT IN PROJECT AREA FOR MT. MISERY ROAD
A delineation and evaluation of jurisdictional features within the defined project limits
was conducted by SEPI on December 9t", 2015. The evaluation identified one
jurisdictional stream (SA) and one jurisdictional wetland area (WA), as shown in
Figure 4. Perennial stream SA (Indian Creek) is shown as a solid blue line on the
USGS topographic quadrangle (see Figure 5). LiDAR imagery of the site is shown in
Figure 6. Photos 1-6 of the jurisdictional features are also included.
Proposed Impacts
There are 44 feet of proposed permanent stream impacts resulting from the pipe
replacement for inlet and outlet headwalls and outlet class B rip rap. 60 linear feet of
temporary stream impacts are proposed for de-watering on both sides of the project.
Proposed permanent wetland fill impacts associated with this project are 0.0018
acres for inlet headwall and rip rap. There are also 0.0129 acres of hand clearing in
wetlands proposed on the inlet side of the project.
To accommodate the designed flow capacity required by the NCDOT hydraulics unit
two larger pipes are proposed to replace the existing single pipe. To avoid widening
the stream channel or reducing the depth of the stream in connection with this
construction activity, the first pipe will be aligned with the stream channel and serve
as the low flow pipe (Permit Drawing 1 of 5). The second pipe will serve as an
overflow during high flow events (Permit Drawing 2 of 5). Both pipes will be buried
approximately 1 foot below the natural stream bed elevation as determined from
upstream and downstream elevations away from the scour holes associated with the
current pipe. The high flow pipe will have a sill installed 2 feet inside the inlet. To
prevent wetland headcutting that could lead to instability and scour, the sill in the
overflow pipe will be 2.2 feet tall which matches the inlet side wetland elevation. Rip
rap placement around the outlet will be done in a manner that creates a natural
stream channel cross section and flood plain bench (Permit Drawing 5 of 5). A filter
fabric waiver is requested for this site.
PROJECT SUMMARY
Project Name Mt. Misery Road Pipe Replacement
Project Type Pipe Replacement
Owner / Applicant NCDOT; Attn: Stonewall Mathis
County Brunswick
Nearest Town Navassa
Waterbody Name Indian Creek
Index Number 18-70
Class C;Sw
USGS Cataloging Unit 03030005
2

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IMPACT SUMMARY
Temporary Stream Impact (linear feet) 60
Permanent Stream Impact (linear feet) 44
Temporary Wetland Impact (acres) 0
Permanent Wetland Impact (acres) 0.0018
Hand Clearing in Wetlands (acres) 0.0129
Total Impact to Waters of the US 0.0147
(acres)
Total Stream Impact (linear feet) 104
We appreciate the opportunity to work with you. Please contact us if you have any
questions regarding the information we have provided.
Sincerely,
C��
son Hales, PWS
Environmental Project Manager
5030 New Centre Drive, Suite B
Wilmington, NC 28403
Direct: 910-550-3252
Cell: 910-633-6921
Attachments:
1) Photos of jurisdictional features
2) GIS figures including: vicinity, aerial imagery, USDA soil survey, USGS
topographic mapping, and LiDAR
3) Preliminary jurisdiction determination form
4) JD Tables
5) USACE wetland determination data forms
6) NCDWR's stream assessment form
7) Pre-construction notification form
8) Impact Table and Figures
9) Stream survey Table
10) Threatened and endangered species survey summary
11) Cultural resources review clearances

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SR 1426 Mt. Misery Road
Pipe Replacement
Brunswick County, North Carolina
January 2016
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� Mt Misery Project Study Area � � �; �- . � ,�
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�; USACE Wetland { � � 4 • - -
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, � ^�^- Perennial Stream ► • ' �
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This Exhibit is for planning purposes only and shown herein does not meet NC 47-30 Requirements and 1 inch - 35 feet
therefore is not for design, construcfion, or recording or transfer of tiile. The Exhibit was compiled from F i g u re 4- J u ri sd i cti on a I Featu res
available information obtained from the sources listed below.
soU��es: GRAPHIC SCALE
NCDOT,ESRI,BrunswickCountyUSDASoilSurvey,LIDAR SR 1426 Mt. Misery Road
January2016 0 35 70 pipe Replacement
Feet
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can�sT�ucrRona

AT7'ACHMFNT A
PRELIMINARY JURIS�ICTIDNAL �E7ERM�NATiON FORM
BACKGRQUND IN�ORMATION
�#. R'�PQRT CO�VIPi.�TIO�J DATE F�R �'RELIMIMARY JURlS�ICTIQNAL
DETERfVIINATION (JD):
B. NAME A�li] A�7DRESS OF PERS4N REQUESTING PRELIMII�ARY JD;
Jason Hall - SEPI Engineering
5030 New Centre Drive, Suite 9, �Imingtan I�C, 28403
C. �fSTRICT �FFf'CE, FILE NAME, AND NUME3ER:
p. PRC3JECT LOCATIQN(S) ANa BACKGRQUND INFC)RMA�'IOM:
Mt Misery Road F'i�e Replacement, Brunswick County
(E1SE THE AT�ACHED TABLE TD D�CUM�NT MULTIPLE VIJATERBODIES AT DIF�ERENT
SIT�S)
5tat�: NC CoUntylp�rishfbo���gi�: g�u�swiek ci�y. �v�v�ssa
Center c�ardinates of site (la�lfor�g in degree decdmal farrnat):
L�t. �a �a�is3 °N; Long. 7a.as�ss� °W.
U�i�l��"S�� T�c��'j�J�/�rs'� lVl���atQr, GCS_Narth Amenean_7963LNA�_1983_StalePlane_Narth_Carolms_FIPSa3200_Feet
�Jame of nearest waterbody: �n���� ����k
Identify {es#imate) amount af waters ic� the review are�:
Non-wetland wat�rs:
�sa linear feet: 5-7 width (�t} artd/ar acres.
Gowardin Glass: �zUB�
s�f�al71 ��OW: �'erennial
Wetl�nds: � �� acres.
Gowa�din Class: PF���
�iame of any water bodies an the site that have been ident�fisd as Section "!0
waters:
T�dal: ��A
Non-Tidal: ��A
1

E. REVtEW PER���MED FOR SI�"� �VALUATi(�f� �CHECK AL�. THAT
A�PLY):
� �ffiee (Desk) Deterrr�ination. D�te:
� Field Det�rmination. aate(s}� 12is�zo1�
SC1PPaRTING DATA. Data reviewed #'�r preliminary JD
(�h��k all that apply - che�ked items shauld be included in case file and,
where checked ar�d requested, �p,propriately reference saurces befow}:
� Ma{�s, ��ans, plots or plat submitted by or on bef�alf r�f the
applicant/cansultant:
� Data shee�s preparedlsubmitted by or on b�ha�� of ��e
ap�l��ticansultant.
�ffice concurs with data sheetsldelineation report.
� Office daes not concur with data sheets/delirreation repart.
❑ Data sheet� prepared by th� Corps:
� Cr�rps nav�gable wa#ers' st�dy:
❑ U.S. Ceolc�gical Survey Hydralogic AtEas;
❑ USGS NHQ data
� USGS 8 and �2 digit HU� ma�s
❑✓ LI.S. Geological Survey map(s). Cite scale & guad name: �.2a,aoo �eQ���, n�c
� IJSDA Natural Reso�rces CQnserva�ion Service Soil Surv�y.
�Itatl011: 1g��� Sdil Suroey of Brunswick County, North Carolina
� National wetlands inventory map{s). Cit� name:
� Stat�ILocal wetland inventory map(s):
� F�MAJFPRM maps: __
� 100-year F�oc�dplain El�vatic�n is:
{Nationai Geodectic Vertical Qatum of 192�}
✓,� Photographs: � Ae�'ial {h+l�me & �ate): �s�� aeria� amar�ery ��
� �ther (hfame & Qate): s�t� Pnosos
� Previo�s determinati�n{s}. File na. and daie of response I�tter:
� Oiher informatio� (please specify}: ��DAR
2

1. The Corps af Engineers believes that there may be �urisdictional waters of the
United States on the subject site, and the permit applicant or flther affected party
who requested this preiiminary JD as hereby advised of his or 'her optior� to
request and obtain an approved jurisdictional determina#Eon (JD) fc�r ihat site.
Ne►r�rkheress, the permit applicant or other person who requested this
preliminary J� has declined to exercise the option to obtain an approved J� in
this instaroce and afi this� time.
2. In arry cirGumstance where a permit �pplicant obtains an rndiuidual permi#, or
a Nationwid� General Permit (NINP) �r other general permit verificatian requiring
"pre-canstruetaon notification" (PCN), or requests veri#ication for a non-repartir�g
�IWP or other genera! permit, and �he �ermit applican# has not requested an
approved JD for the activity, the pe�mit applicanf is hereby made aware �f the
fallowi�g: (1) th� permit applicant has elected to se�k a permit authorization
based vn a prel�minary JD, which does not make an o�ficia� determination af
jurisdictianal waters; (2} �hat the appl�cant has t�� option to request ar� approved
JD before accep#ir�g the terms ar�d condi#ions of the permi# a�thorization, and
that basing � permit authc�rization on an approved JD co�ld possfbly result in less
cnmpensatary rrritigatian being required vr c#'rf#erent speciaf conditions; (3) that
the applicant has the right �o req�est �n in�iv�dual perm'st rathe� than acc�pting
the terrx�s and canditions of the NWP o� other gener�l p�rmit �uthorizatian; (4)
that the applica�i can aGcept � permi# au#ho�-ization and thereby agree ta comply
with all the terms and cor�di#ions of that �ermit, %ncluding whatever �rnitig�tion
r�equirements th� Corps has determined to be necessary; (5) that undertaking
any act�vity in reliance upan the subject p�rmit �uthorization withvut req�aesting
an appravec� JD constftutes the applicant's accepiance o� the use of the
preliminary ,�D, but that eithae� form of JD wilf be processed as soon as �s
practicable; (6} �ccepting a permit autt�orization (e.g., signir�g a proffered
i�dividual permit) or undertak�ng any ac#6vity in reliance an any form of Carps
permit authorization based an a preiiminary ,!a consti#utes ag�eement that ai!
wetlands and other water bodies an the site affected in any way by that activity
are �urisdEctiona! waters of the United Stat�:s, ar�d precludes any challenge to
such jur�sdiction in a�ny adm�nistrative or judiciaf compliance or enforcement
action, or in any administrative appeal or in any Federal co�rt; and (7) vuhether
the ap�licar�t elects to use either an appraved JD or a prel�minary JC►, that JD
will be processed as soon as is practicable. Further, an appro��d JD, a profferec�
individual permpt (and all terms and conditions contarned therein), ar individual
pernnit denial can be administratively appealed pursuant to 33 C.F.R. Part 331,
and #hat in any administrative app�al, jurisdictianal issues can be raised (see 33
C.F.R. 331.5(a�(2)). If, during that administrative appea�, it becomes necessary
ta make an affieial determination whether CWA jurisdiction exists over a site, or
to prt�vide an a�ficial defineation of juri�dictional waters on the site, the Corps wil!
pr€�vide an approved JD to accomplish that result, as soon as is practicable.

This prelinninary JD finds th�t there °'may 6s" wa�ers of the Unifed 5ta#es on th�
subject project sfte, and iden#ifies all aquatic featt�res on the site that coufd be
affected by the propose� activity, �iased on the f�ollowin� informativn�
IMPORTANT NOTE: The infarma#ian recorded on this form has ncrt
necessari�y been verified b the Carps and should not be relied upan for
later jurisdictianal determin�ations.
Signature and da#e of
Regulatory Project Manager
(REQUIRED)
�t
� �. V�Yt�C ,J � �`.. I�
�ignatu�e and dat� of a
person r�equestir�� preliminary J[�
(REQUMRED, unless obtaining
the signature is impracticable)

STREAM DELINEATIONS
Sec[ion MapID Linear�i[� NCDWQSrore [owardinCode HGMCode WatersType Classification LocalWaterway �nTopo OnSoils 404 401 Subjec[to Commen[s 10ReviewDa[e Reviewer
Map Map Jurisdiction lurisdiclion Buffers
Mt.MiseryRoadPipe SA 141 34.00 R2UB2-RIVERINE,LOWERPEREN,UNCONSOLBOT,SAN RIVERINE RPW PERENNIAL IndianCreek Ves Yes Ves Ves No

WETLAND DELINEATIONS - COASTAL
Sec[ion Map ID Acres Cowardin Code HGM Code Waters Type NCWAM Classification Lacal Waterway 404 401 �omments 1D Review Date Reviewers
Jurisdiction lurisdiction
Mt.MiseryPipe yyq 0.11 PFO-PALUSTRINE.FORESTE� RIVERINE RPWW� 80TTOMLAN�HAR�WOODFOREST IndianCreek yes no

WET'LANb p�TERMINATION DATA F+DRM - A#la�ntic and Gulf Coastal Plain �tegipn
Project/Site: Mt. Ndfsery Ro3d (tndian Creek) C'styJCountyr: Brunsw�ck 5ampidrtg Oa[e: {f9-Dee-15
ApplicanY/Owaer: NCDO7 �ivision 3 _ 5tate: NC Samplin� Polnt; WA up
Investigator(s)s Jason Hall Sectipn, 7'ownship, Raflge: '5 Y R
Landfoer� (hillslope, terrace, ete,): Hi#Iside Local relief (concav�e, convex, none}: ry�t Slope: p,Q "!o / p,p°
5ubregion (LRR or MLRA): LRR 7' Lat.: 34.30733i N Long.: 7$,�lgzpg7 W �atum: �AD83
Soil Map Unit Name. Do—Dorpvan muCk NwI classification: �p�M�
pr� elimatic/hydralogic �rediEians on the site typical tr�rthis time of year> ��� `�' �(� `=' [if na, explain in Remarks,)
Are Vegetatian �_] , Soif i._, , oe Hydeology � significantly disturbe�? Are "Normap Circumstances" present? Yes '!' N4 '��'
Are Vegetatiort '_ , Soil ' , or Hydrofogy __1 naturaEly problematic? (If needed, exPlain any anmers in Remarks.)
SUMMARY OF FINDI�IGS - ptta�h si'te maQ shawing sampling point locations, transects, important feakt�res, etc.
IHydraphytic Vegetatian Present? Yes '! No ���'
_ Is the Sampled Area
Hydrit 5oil Present? Yes �--' Nt5 ''•-`-' r�rithin a Wekland? Y� �� �� ��
Wetland Hydrodogy Present? Yes '-' No i'%'
Remarks:
FIYDROLOGY
Wetiand hlydratogy Indirators: Secondary Indfcators (minirnum of Z required)
Primary Indicators (minimum af Qne required; check all that apply} Surface Sail Cracks (B6)
�I Surfaee Water (A1) � I Rquatic Fauna {673) �� Sparsely Vegetated Concave Sur�ace (BB)
�' High Water iable (A�) ;J Marl oepos�ts (Bi5} (LRR U) ❑ Drainage F'attems (B10}
❑ Saturati'an (A3) �_; Hydrogen Sulfide Odor (CI} � Mos5 Trim Lines (Blfi)
I� Waker lNarftS (Bfl) ❑ Qxid6zed dthizaspheres aiang Living Roots (C3) . pry Season Water Table (C2j
�� Sediment Deposits (B2} �I Presence of Reduced Iron (C4) ❑ CrayFish 6urrow5 (CB}
��__ pr�ft Depos�ts (63) I� Recent Iron Reduc[ion in Tilled Soils {C6} I�I Satvration Visible on Aerial lmagery (C4)
�� AI al Mat or Crust {64) �� Thin Muck SurfaCe (C7} � (pZ)
� 9 �I Geomprphic Pasfdan
�I Iron DeposiTs {65) [I pther (Explain In Remarks) _� 5hal7ouv Aquitard {Q3)
!. Tnundatfpn Visible an Aeria't Ima4eN �B�) � FAGNeuiral Test (DS)
� Water-Stained Leawes (B9j �I SpMagnum moss (D8) (LRR T, U}
Field ObservaYi�nns:
Surface Water Present? 1'es '-�' No `•�� Depth (inches}:
W�terTable Present? Y2S '= N!5 '��' Depth (EnChE9):
Wetland H drolv Present? Y@S '� Nd ��'
Saturation Present? YES ��- NO ��`� Dept#� (inct+es): � gy
inclutles ca i9ha frin e
pescribe Recorded Data (stream gauge, monitQring well, aer�al ph�tos, previous inspections), if available:
Remarks:
US Army Corps of Engir�eers Atlantic and Gulf Coastal Plain Regian - Version 2.0

V�GETA'iION {�irref Faur Strata) -�se scientific names of piants.
Daminant
Species? -
Absolute Rel.Strat.
Tree Stratum (Plot size: 3¢' CircLar j % Correr Cover
�. Quercus nlgra 40 �v' 6b.7°/4
�. P�nus kasda -- - 2p v' 33.3°/a
�. f Q _ 0.0°!a
'�. 0 �� fl.0%
rJ. D _ � 0.0%
�. 0 0.{]%
7. U � 6.0°l0
8. _ 0 �J 0.0°Io
503� of Tatal Cover. 30 2��0 of TotaY Cover: 12 50 = Total C4�er
Sapling ar Sapling/Shrub Stratum (pla[ size: �0' Circular �
'j , I�quldambar styraclflua
�. Tlex opaca
3, Pinus taeda
�.
5.
6. -
%.
$.
S(}% of 7otal Caver: 32.5 209`a of Total Cover. 13
Shrub Stratum (Plot size: 30' }
� Ilex c�oriacea
2, Cyrllla racemlfiora
3. 4
4,
�J.
6.
50% of Total Cover: 40 ZO�a of Fotaf Cover. 16
Herb Stratum (Plok sae: 30' Circular �
'j , Ilex cpr�ac�a
2.
�. -- -
4.
�.
�.
7. -
�.
�.
1 f�.
11.
12.
50% of Tpta9 Couer; 16 20% of Total Cover. 4
Woody Vine Stratum (Plot size: 30' Circular )
� Sm31ax bana-nox
�.
3. - --
�.
�.
50% of Tptal Cover: 2.5 209'0 0# Tot2i Cover: 1
Remarks: {If observed, lis� morphologica! adapkaCions below).
5
10
50
D
0
D
0
0
b5
50
3Q
0
D
4
0
86
ZO
a
0
0
0
fl
Q
0
0
0
fi
0
2d
5
a
a
0
fl
5
5ampling Pa9rrt:
Indicatar pominance Test worksheet.
Status
Number af �ominar�t Species
FAC That are OBL, FAC:W, or FAC:
FAC
Tntal IVumber of Qominant
5peties Across All Strata:
� 7.7°fo FAC
� IS<4% FAC
�� 7�.9°!u FAC
� i O.fl%
+ a.a��o
Q.D%
�-� a.a«ro
❑ 0.4%
= TotalCover
��i 62.5% FACJV
I1/', 37.5°/a FAC1N
[_i a.o�ia
�� 0.0%
� 9.0°/a
� a.o�ro
= Totaa Cover
��' ioa.o��o Facw
�. D.0%o
� 0.0°10
�� O.D%o
� 0.0%
�' 0.0%
�_ 0.4°fo
- Q.0%
� 6.b%
�._� 6.0°!0
- o.o�io
� � o.o�ro
= T4taliCover
d! 100.4% FAC
_. p.0°/o
�
a.o�ro
` d.D%
� 0.0%
= TptalCaver
I�•indfcator suffix = Nationai status or professio�al decisPon assigned beca�use Reglonal s�atus not defined 6y FWS.
US Army Carps of Engineers
V11A up
7 (A}
7 (Bj
Pereent of dominant Species
That Are OBL, FACW, pf FAC: 100.4% (N�)
Pre�alence Index worksheet:
Tokai �o Caw�r af: Multiply by: _
OB� species p x 1= 0
Facw species 100 x 2= 200
�Ac species 130 x 3= 39p
FACU speei2s a x 4= 0
UPL species � x 5 = �
calumn Tota7s: Z30 CA) 540 �8�
Prevalence Index = B/A = 2,5_55
Flydrophytic VegetatiQn Indieators:
`' 1- Rapid Tesrt for Hydrophytic 4egetation
I� 2- DominanCe Test is � 50%
�M' 3 - Prevalente Endex is <_3.0 �
� Problematic Hydrophytic Vegetation 1 (Ex�rlair�)
z Indicators af hydrie sofE and wetland hydro[ogy must
be present, unless d�stuebed or pro6lematic.
Definitian of Vegetatian Strata:
Tree - 4Noody plants, excludirrg woody vines,
approxir�ately 20 R(6 rn) or more in height and 3 in.
(7.�& cm) or larg�er in dfameter at breast height (DBH�.
Sapli�g - Woody plants, exclud"rng wdody vines,
appraximately 24 ft(6 m) or more in height and less
than 3 in. (7.6 em} D�b.
SaplinglShrub - Woady pEants, excluding vines, dess
than 3 irs. DBH and greater thar� 3.26 ft (1 m) tall.
Shrub - Woody pianks, excluding woody vines,
apprc�ximately 3 to 24 ft(1 ta 6 m) in height.
Fierb - All irerbaceous (nor�-woody) plac�ts, includirog
herbaceous vines, regardless o6 size, and woody
planks, exeept woody vines, less than appraximately 3
fk (1 m} in height.
Wondy vine - AU woody vines, regardless of hedghi.
4fydrophytiC
Vegetatio� ,� --.
Present? Ye5 �•' No ''-
Atlantic and Gulf Coastal Plain R�egian - Versson �.0

50IL Sampli�ng Foint: yyq up
Profile Description: (Desceibe to the depth needed to dotument the i�dicaf�or or't,�r�firm the absence of inditators.)
Depth Matrix Redox Features
fin�hes) Cofor (moist} % Color fmoist) % Tvce � Loci Texture Remarks
�-10 1QYR 2/1 ��d 40% eoated
id 18 lOYR �J1 40 ��d 56..� caated
14-18 1UYR 6/2 6Q �n� � 0% coated
18-2Q 10YR 3/Z ��d � 70% coated –
z Type; C=Gpncen2ration. D=Deplekion. RM=Redu�ed Matrix, CS=Cavered or Coated Sand Grains zLocation: PL=Pore Lining. M=Matrix
Hydrit Soil Ynsficators: Indicatars far probCematic HydNc Soils3:
I� Hrstosal (Al) � Polywalue Below 5urface (58j (LRR S, T, U) � � 1 cc� Muck (A9) (I.RR Q)
� Histic Epipedon (A27 i'hin Dark Surtaee (59) (LRR S, T, U} I�I 2 tm i�luck (A1D) (LRR S)
❑ Blac'k Hlsti[ (A3) J Loamy Mucky Min2ra! (Fl) (LRR 0) ❑ Reduced Vertic (Fl$} {outside MLRA 150A,6)
Ir � Hydrogen Sulfide (A4) Loamy Gleyed Matrix (FZj � pg��mont Floodplain Soiis (F19) (lRR P, S, T)
�' Stra4ifled iLayees (AS) I__ Depleted Matrlx (F3) I� Anomalous Bright Loamy Soils {FZQ) {MLi;A 153Bj
❑ drganf[ Bodies (A6) (LRR P, T, U) i] Redox Dark Surface (F6) I� Red Parent Materlal (T��}
[� 5 cm Mucky Mineral {A7} (L9ZR P, T, lJ) �; p�pleted [?ark Surface (F7) � Very Shalbw 6ark Surface (TF12)
� I Muek Presence (AS} {LRR lJ) �_; Redax Depeessions (FB) I
� Other (Explain In Remarks)
❑ i cm Muck (A9} (LRR p, T) �,J Marl (F10) (LRR U)
i I Depleteti Be1ow Dark Surface (AJ 1} �� pepleted QChri[ (FI1) (MLRA 151)
❑ Thick Dark Surface (Al2} I � iron-Manganese Masses (F12) (LRR O, P, T}
[� CDast Prairse Recicrx (A16) (i�'3L3tA 154A) I�! Uml]riC Surfa[e (F13) (LRR P, T, Uj
� 5andy Muck Minerai (Si) (LRR 0, S) _I C�elta Ochric (F17} (MLRA 151}
�'. Sandy Gleyed Ma[rix (54) I Reduced Vertic (F18j (MLRA i50A, P546) �lndicators oF hydrophytic vegetation and
�� — wetland hydrolpgy must be present,
_ Sandy Redox (SS) � Piedmon4 Floc+dplain Soils (F19) (MLFL4 ]49A) unles5 disturbed car prol�iematic.
( StrNpped Matrix (S5} �� Anomalous Bright Loamy Soils (F2p) (MLFtA 149A, 153C, 153D)
�_ I Dark Surface (57} (LRR P, S, T, U}
Restrictive Layer (if observed}:
Type:
Dept� (�nches}: Hydric Soil Present7 Yes �_' Np '!'
Remarks:
U5 Army Carps of �ngineers Atlantic a�d Guif Coastal Plai� Region - Versian 2.Q

WETLANd DETERl�INAI`xON DATA FORM - Atlantic and Gulf Coastal Plain Regipn
Prcject�Site: Mt Misery Road (lndian Creek} __ __ _ CityJCounty: 6runswick Sampling Date: D�-pec-15
Applic�nt/Owner: NCDdT �ivdsion 3 State: NC Sampling Point: yyp yyet
Investigator(s): Jasan Hall Sectian, Township, Range; S T R
Lan�form (hillslope, terrace, etc.): FloOdpldirl LOCaI relief (toncaue, tonvex, norae7� Ct]nC�ve Slope: o,� o�A � p 40
Subregion (LRR or MLRA}: �{�� T Lat.; 34.307073 N Long.: 78.081958 W Oatum: NAD83
Sc>il Map Unit Mame: Da--Daravan r,nuck NWI classificacion: PFQl
Are cliroatic/hydrolo iccondirtions an the site �tal fnr this time of ear? Y�s �`��'' No �--
g� �typ� y (If no, explain in Remarks.}
Are VegeWtion I, , Soil i� , ar Hydrulogy __, significantiy tlisturbed? Are "'Normal Circamstantes" present? ��5 '�� No .�
dfe VegetaGnn _! , Soil _i , or klydroiogy � naturally prabfematic? (If needed, explairt any answers in Remarks.)
SUM�MARY DF FiNd1INGS - Attach site map shovu�ing sampli�g point locatians, transects, important features, etc.
Hydrophytsc Vegetatian Present? Yes �." No C1
Is the Sampled Area
Hydric Soil Present? Yes �" No t--� ,.�, '
within a Wetland? �e' -- Mo ` �
W�tland Hydrology Present? Yes `'� No 'U
Remarks:
HYDROLOGY
Wetland Flydrology I�dieatars: Secondary lndicators (minimum oF 2 required)
Primary Indicakors (minimum oi one requirecf, cineck al� that app9y) __I SurFac� Soi1 Cracks (Bb}
i� Sur�ace Water {A1} �, Aquatie Fauna (B13) �I Sparsefy Vegetated Concave Surfate [88)
� � High Water Table (A2) �i MarE peposi[5 (815) (LRR U) �i prainage Patterns (Bi0)
Ji Saturakion (A3) ❑ Hydrogen Sulfide Odor (Ci) ;� Moss Trim Lines (815)
�J Water Marks {B�) ❑ Oxidiaed Rhkzospheres along Livir�g Roots (C3J I� Dry Seaso� Water Table {CZ]
❑ Sedimeat �eposits (B2) �� Presenee of Reduced [ron (C4} �_I Cra�sh Burrows (C8)
[� Drifk pepasits (63) _' Recent Iron Reduction wn �IEed Soils (CFi) I Sakuration VMsible on l�erial Imagery {G4}
_i ACgal Mai Dr Crust (64) ', _i Thin Muck Surface {C7) _� Geom�orphiC Position ([32)
❑ Irpn Deposiks {BS} ,� pther (Explain In Remarks) _� Shallcsw Aquitard (Q3)
❑ Inundation Visible on Aerial lmagery {B7) �Ji FAC-Neutral Test (65)
�� Water-Stained Leaves (84) �_ Sphagnum moss (C]8j {LRR T, U)
Field Observations:
Surface'�later Present? 1'es `--' No t�� Depth (inchesj:
YVater 7able Present? Yes '�' Ntl ��' pepth (inches): 8
Saturation Present? ~ � 1Netlanc4 Hydraingy Present? Yes '�" ND `-�'
includes ca ifla frin e ��5 �'�� NO �—' Depth (inches): 8
Descrabe Recorded DaEa (stream gauge, monitarir�g well, aerial photps, previous irttspeetiflns), if available:
Remarks:
US Army Corp� of EngVneers A�lantic and Guff Coastal Plain Region - Version 2.(1

VEGETATION (Five/Four Str�ta) - Use scientiiae names of plants.
Dominant
Species? _
Absolute i2el.5trat.
7ree Strakwm iP��rt siYe: 3fl 1 °fo Co�er C�ver
1. Acer saechaHnum 3C� J qb.2°Pa
�. Nyssa blflora - iD I 15.44i�
�. Quercas �algra - R 25 �/' 38.5°ro
4. L 0.0%0
rJ. 0 ❑ Q.�%
�, 0 �_ _ 0.0°1a
%. 0 O,a%
�. - Q �� a.0°!o
50S'o of Total Cover: 3�.5 2Q�o of Total Cover: 13 65 = Tota6 Cover
Sapling or SapfingfShrub Stratum fP�ot soze: 3a'
�], Persea bar6onla
�, Ilex opaca
�.
'�i. --
5.
�.
7.
g.
50%ofTotalCpver: i7.5 2DYooFTotalCo�er.
Shrub StraYum [Plot size: 30' j
� . Persea borbonla
�, Vacclnlum carymbosum
3, Ljrrllla tacemlFlora � 6i1
4.
�.
6.
5q% eaf TvtaP Cover. 15 26% af Total Cp�er:
Herb Stratum {Plqt size; 30' }
1 . �eucothoe ax�llarls
2, Arundlnarla glgan#ea
3, osmunda c�nnamam�a
�.
5.
�.
�.
$.
�.
'� Q.
11.
12.
7
5
505'0 of Total Cover: 42.5 Zt7� of 7otal Caver; 17
Woody Virte Straturn (�'lot size
'� 5mllax aana-nox
z Toxlcodendron redlcans
�.
�.
�.
509'a o{ Totat Cover. 15
1
20S'o of Total Cover. 6
Remarks: (If observed, Pist morphological adapiations below}.
1
10
25
0
0
0
Q
0
0
35
ip
1Q
ia
�
a
0
3l7
5R
ia
25
0
0
D
D
d
0
0
a
a
B5
2�
io
0
0
0
34
Sampling Point: WA wet
:ndicator DaminanCe Test warksheet:
Status
Number af Dominant Species
FAC That are 06L, FAt�N, or FAG: 11 {Aj
OBL
FRC Total Number of Dominant
Species Across All Skrata: 11 (@}
�� Z6.6% FACW
��I 7i,4°Ja FAC
� 0.0°l0
�I 0.0%
� � 0.0%
_ , �.o%
;� o.o�ra
� � U.0%
= Total Cover
i�' 33.3%o FACVJ
I�� 3�.3°/n FACW
� 33.3°/a FAON
� .� q.0°/a
�_! 0.0%
! o.o�io
= Total Cover
✓I 5$.$°!a FACW
� � 11.8°/a FACIPJ
!'_✓_: 29.4°la FAC1N
�
. _ I O,�}QIO
-, 0,0°/m
_ fl.D4fo
0.0°/a
-- 0.0°fo
_ , 4.(1°/a
_ 0.�%
i_ D.0%
o.a�ro
= TotalCoxer
� ' 66.7°10 �FAC
�' 33.3% EAC
. 6.0°/a
� . O.d°Aa
_, 0.0°10
= Total Cover
�lndicator suff�x = National �ta[us or professinnal deeislon aSSigneG because Regianal s�tus not tlefined by FW.S-
US Army Corps of Engineers
Percent of dominant 5pecies
That Are OBL, FACV4f, or FAC: 100.0% {ql9}
Prevalence Index worksheet:
Total °/a Caver of: Muftiply by:
t�BL speci es 10 x 2= y,Q
FACw Species i25 x 2= �$£�
F,4c species 110 x 3= 33(}
FACU species � x 4= �
UP� species Q x 5= �
Column rotals. 2�45 (a) 540 {g�
Pr�valence Index = B/A = 2.408
Ffydrophytic Vegetatian Yndicators;
_I i- Rapid Test for Hydrophyt�c Vegetation
r` 2- Dominance Test is � 50%a
i� 3- Prevale�rce Index is 53.0 1
��� Prvblematic Hydr�phytic Yegetation ' {Explain)
i Indicators af hydric soil and wetland hydrology must
be present, unless disturbed or Rroblernatit.
Definftion of Vegetatiort 5trata:
Tree - WoQdy pPants, excluding woody wones,
approximatety 20 ft(B mj or more in heaghk a�nd 3 in.
(7.6 cm} or larger in diarneter at breast height (DBH).
Sapling - Woody plants, exelu[fing woody vines,
apprnximately 20 ft (fi m) or mcrre in height and less
than 3 in. (�'.6 cm) aBH.
SaplingiShrub - Woody plants, excluding uines, less
than 3 in. OBH and greater than 3.28 ft(1m} tall.
Shrub - Woody plants, excluding waody vines,
approximately 3 to 2Q hf (1 to 6 m) in height.
Herb - All herbacaous (rron-woody) plants, including
herbaceous vanes, regardless o# size, and woody
plants, except woody vines, fess than approximately 3
ft (1 m} in neighC.
Woody vine - All waady vines, regardless of height.
HydrpphyEic
Vegetatian ,�, ��
PreSent?' Ye5 `�' iVk4 --'
Atlantic and Gulf Coastal Plain Region Version 2.Q

�QY�- Sampling Point: WA wet
Profile Description: (Destrihe to tbe depih needed ta dacument the indica�r nr tonfirm the absenc� of indicators.)
pQp�}� Matrix Redox Features
{inchesj Color (moistl %o Color {moistl alo Tyce 1 LoS� 7g�ctur�e Reralarl4s
0-5 1flY�t 2�h Loam
5-la 1QYR 2/1 34 Fine Sa�d 80� �oa[ed —
5-10 14YR 5�2 7D � Fine Sand 3Q3� coated
10-18 1�YR 4/2 Fine Sand i b0% [oated
lType: C=Con[entrakion. [3=ilepletion. RM=RedUced Matrix, CS=Covered or Coated Sand Grains �Locatipn: PL=Pore Laning. M=Matnx
Hydric Soil Indicatars. Indicatprs fpr Problematic Hydric 5oils�:
�_� Hkstosol (Al� �-i poly'vdlue BelOw SurFdCe (S$) (LRR S, T, lJ) �I 1 Cm Muck (AJ) (LitR �)
� Histic �pipedon (A2� I Thin Dark Surface (59) {LRR 5, T, U) �� �m Muck {A1i5) (LRR 5)
❑ BfaCk HistiC (A3j ❑ I.oamy MuCky Mineral (Fl) (LRR fl} u Reduced Ver�ic (F18) (out5ide MLRA YSOA,B)
❑ Hydrogen 5ul�ide (A4) % Loamy Gleyed Matnx {F�) IT� Piedmont FloodpSain Soils (F14) (LRR P, 5, T)
❑ Strekified Layers {AS) I�►; pep62ted Matriz (F3) � AnomalD�s Bright I.oamy Soils (F2Q) (MLRA I53B)
�I Organic Bodies (A6) (LRR P, T, U) i� Redox �ark Surface (Fb) !��, Red Parent Material {TF2}
_ 5 cm Mucky Mineral (A7} (LRR P, T, U) I I pepieted Dark Surface (F7} U Very Shallow Dark 5urface (TF12}
�__I Mu[k Prese�Ce (AB) (LRR U) ! Redox Depressions (F$) i�
;J Othcr (F�cplain in Remarks)
❑ 1 cm Muck (A9) (LRR P, T} _: Marl (F10) (LRFt U)
n Depleted �elaw Dark Surface (Al]} ,r' pgpleted Ochric (Fli) (MLRA I51)
� Thick �ark Sueface (Al2} I� Iron-Manganese Masses (F12) (LRit 0, P, T}
i� Coast Prairie Redox (A16) (MLRA 150A} J� UmbnC SueFdte (F13) (LRlt P, T, Uj
❑ Sandy I'NuCk M�inera0 (51) (LRR O, S) � Delta Ochri[ {F17) (MLRA 151) �ndicators of hydrophytic uege�atiRn and
[� Sandy Gleyed Matrix (54) I Redueed YeRic (F18} (MLRA �SQA, i50B} wet�and hydrolagy mu�t be pre5ent,
❑ Sandy Redox {55) I_! Piedmonk Floodplain Soils (F19) (MI,.RA Y49A) un9e55 disi�rbed or oroblematic.
_ Stripped Matc>x (56) �� Anomalous Brfght Loamy Soiis (F20) (MLRA i49A, 153C, 153D)
�' dark Surface (57) {LRR ?, S, T, U)
Restrictive Layer ('rf observedj:
ryR�:
Depth (inches):
Hydrie Soil Present? y�5 �!' NO -'
Remarks:
U5 Army Ccrrps of Engirteers Atlantic and Gulf CoasCa1 Plain Region - Version 2.0

NC DWQ Stream Identification Form Version 4.11 sAo4
Date: Dec 8, 2015 Project/Site: Mt. Misery Road Latitude: 34.307181
Evaluator: Alex Craig County: runswick Longitude:-78�081509
Total Points: � Leland
34 Stream Determination: Other:
Stream is at least intermittent if e.g. QU1C� N1�17@:
>19 orperennial if>30 Perennial
A. Geomorpholog (Subtotal =18_5 � Absent Weak Moderate Strong SCORE
1a. Continuous bed and bank 0 1 2 3 3
2. Sinuosity of channel along thalweg 0 1 2 3 3
3. In-Channel structure: ex. riffle-pool, step-pool, ripple- 0 1 2 3 �
poolsequence
4. Particle size of stream substrate 0 1 2 3 2
5. Active/relic floodplain 0 1 2 3 3
6. Depositional bars or benches 0 1 2 3 �
7. Recent alluvial deposits 0 1 2 3 �
8. Headcuts 0 1 2 3 0
9. Grade controls 0 0.5 1 1.5 1
10. Natural valley 0 0.5 1 1.5 0.5
11. Second or greater order channel No = 0 Yes = 3 3
a artificial ditches are not rated; see discussions in manual.
B.
12
13
14
15
16
17
�ydrology (Subtotal =9 )
Presence of Baseflow
Iron oxidizing bacteria
Leaflitter
Sediment on plants or debris
Organic debris lines or piles
Soil-based evidence of hiah water table?
Absent Weak
0 1
0 1
1.5 1
0 0.5
0 0.5
�. �
Moderate
2
2
0.5
1
1
Yes =
Stron
3
3
0
1.5
1.5
SCORE
3
1
0.5
1
3
C. BIOIOgy (Subtotal = 6�5 ) Absent Weak Moderate Strong SCORE
18. Fibrous roots in streambed 3 2 1 0 3
19. Rooted upland plants in streambed 3 2 1 0 3
20. Macrobenthos (note diversity and abundance) 0 1 2 3 0
21. Aquatic Mollusks 0 1 2 3 0
22. Fish 0 0.5 1 1.5 0
23. Crayfish 0 0.5 1 1.5 0
24. Amphibians 0 0.5 1 1.5 0.5
25. Algae 0 0.5 1 1.5 0
26. Wetland plants in streambed FACW=0.75; OBL=1.5 Other=0 0
"perennial stream may also be identrtled using other methods. See p.3b ot manual.
NOteS: Bank Height (feet)
Bankfull Width (feet)
Indian Creek Water Depth (inches
Channel Substrate
C
Sketch:
�
�
�
loderate
lightly Turbid

Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Pre-Construction Notification (PCN) Form
A. Applicant Information
1. Processing
1 a. Type(s) of approval sought from the
Corps: � Section 404 Permit ❑ Section 10 Permit
1b. Specify Nationwide Permit (NWP) number: 3 or General Permit (GP) number:
1c. Has the NWP or GP number been verified by the Corps? � Yes ❑ No
1d. Type(s) of approval sought from the DWQ (check all that apply):
� 401 Water Quality Certification — Regular ❑ Non-404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization
1 e. Is this notification solely for the record For the record only for DWQ 401 For the record only for Corps Permit:
because written approval is not required? Certification:
❑ Yes � No ❑ Yes � No
1f. Is payment into a mitigation bank or in-lieu fee program proposed for mitigation � Yes � No
of impacts? If so, attach the acceptance letter from mitigation bank or in-lieu
fee program.
1g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h � Yes ❑ No
below.
1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ❑ Yes � No
2. Project Information
2a. Name of project: Mt. Misery Road (SR 1426) Pipe Replacement
2b. County: Brunswick
2c. Nearest municipality / town: Navassa
2d. Subdivision name: NA
2e. NCDOT only, T.I.P. or state WgS 36.201011
project no:
3. Owner Information
3a. Name(s) on Recorded Deed: North Carolina Department of Transportation
3b. Deed Book and Page No.
3c. Responsible Party (for LLC if Karen E. Collette, P.E. - Division Engineer
applicable):
3d. Street address: Hwy Division 3 5501 Barbados Bivd
3e. City, state, zip: Castle Hayne, NC 28429
3f. Telephone no.: 910-341-2000
3g. Fax no.: 910-675-0143
3h. Email address: [e-mail]
Page 1 of 12
PCN Form — Version 1.3 December 10, 2008 Version

4. Applicant Information (if different from owner)
4a. Applicant is: ❑ Agent ❑ Other, specify: Division Engineer
4b. Name:
4c. Business name
(if applicable):
4d. Street address:
4e. City, state, zip:
4f. Telephone no.:
4g. Fax no.:
4h. Email address:
5. Agent/Consultant Information (if applicable)
5a. Name: Jason Hales
5b. Business name SEPI Engineering and Construction
(if applicable):
5c. Street address: 5030 New Centre Drive, Suite B
5d. City, state, zip: Wilmington, NC, 28403
5e. Telephone no.: 910-633-6921
5f. Fax no.: 910-523-5716
5g. Email address: [e-mail]
Page 2 of 12
PCN Form — Version 1.3 December 10, 2008 Version

B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID): NA
1 b. Site coordinates (in decimal degrees): Latitude: 34.307133 N Longitude: 78.081661 W
(DD.DDDDDD) (-DD.DDDDDD)
1 c. Property size: 0.74 acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to Indian Creek. NC SID: 18-70.
proposed project:
2b. Water Quality Classification of nearest receiving water: C; Sw
2c. River basin: Cape Fear
3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
The site consists of a two lane section of a paved state road. Land use in the vicinity of the project is primarily residential
and forested.
3b. List the total estimated acreage of all existing wetlands on the property:
0.11
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
184
3d. Explain the purpose of the proposed project:
To preserve the safety and mobility of the travelling public by replacing the existing deteriorated pipe structure.
3e. Describe the overall project in detail, including the type of equipment to be used:
NCDOT plans to replace one 66" x 51" CMPA with two 83" x 59" CMPA with headwalls. The proposed inlet headwall is
31.5' with 4.5' wing walls on each side at a 15 degree skew. The proposed outlet headwall is 27.0' with 4.5' wing walls on
each side at a 15 degree skew. Clean class B rip rap is proposed for stabilizing the headwalls and to fill a scour hole on
the outlet side. Proposed impact figures are attached. Standard road construction and pipe replacement equipment such
as cranes, excavators, dump trucks, and similar vehicles would be used for the project. Proper erosion and sedimentation
control measures would be employed throughout the project. Once the pipe is replaced, the roadway area disturbance
would be repaved.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained fo� this property / � Yes ❑ No ❑ Unknown
project (including all prior phases) in the past.
Comments:
4b. If the Corps made the jurisdictional determination, what type
of determination was made? � Preliminary ❑ Final
4c. If yes, who delineated the jurisdictional areas? Agency/Consultant Company: SEPI Engineering
Name (if known): Jason Hall Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
12/9/15 delineation conducted, Preliminary JD request attached.
5. Project History
5a. Have permits or certifications been requested or obtained for � Yes ❑ No � Unknown
this project (including all prior phases) in the past?
5b. If yes, explain in detail according to "help file" instructions.
Page 3 of 12
PCN Form — Version 1.3 December 10, 2008 Version

6. Future Project Plans
6a. Is this a phased project? ❑ Yes � No
6b. If yes, explain.
C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
� Wetlands � Streams - tributaries ❑ Buffers
❑ Open Waters ❑ Pond Construction
Page 4 of 12
PCN Form — Version 1.3 December 10, 2008 Version

2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a. 2b. 2c. 2d. 2e. 2f.
Wetland impact Type of jurisdiction
number — Type of impact Type of wetland Forested (Corps - 404, 10 Area of impact
Permanent (P) or (if known) DWQ — non-404, other) (acres)
Tem orar T
W1 ❑ P� T Hand Clearing PF01C � Yes � Corps 0.0129
❑ No ❑ DWQ
W2 � P❑ T Headwall/Rip rap PF01 C � Yes � Corps 0.0018
❑ No ❑ DWQ
W3 ❑ P❑ T ❑ Yes ❑ Corps
❑ No ❑ DWQ
W4 ❑ P❑ T ❑ Yes ❑ Corps
❑ No ❑ DWQ
W5 ❑ P❑ T ❑ Yes ❑ Corps
❑ No ❑ DWQ
W6 ❑ P❑ T ❑ Yes ❑ Corps
❑ No ❑ DWQ
2g. Total wetland impacts 0.0147
2h. Comments:
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a. 3b. 3c. 3d. 3e. 3f. 3g.
Stream impact Type of impact Stream name Perennial Type of jurisdiction Average Impact
number - (PER) or (Corps - 404, 10 stream length
Permanent (P) or intermittent DWQ — non-404, width (linear
Temporary (T) (INT)? other) (feet) feet)
S1 ❑ P� T Dewatering SA (Indian Creek) � PER � Corps 6 25
❑ INT � DWQ
S2 � P❑ T Rip rap SA (Indian Creek) � PER � Corps 6 4
❑ INT � DWQ
S3 � P❑ T Headwall/Rip rap SA (Indian Creek) � PER � Corps 12 40
❑ INT � DWQ
S4 ❑ P� T Dewatering SA (Indian Creek) � PER � Corps 12 35
❑ INT � DWQ
S5 ❑ P❑ T ❑ PER ❑ Corps
❑ INT ❑ DWQ
S6 ❑ P❑ T ❑ PER ❑ Corps
❑ INT ❑ DWQ
3h. Total stream and tributary impacts 104
3i. Comments:
Page 5 of 12
PCN Form — Version 1.3 December 10, 2008 Version

4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then individually list all open water impacts below.
4a. 4b. 4c. 4d. 4e.
Open water Name of waterbody
impact number — (if applicable) Type of impact Waterbody type Area of impact (acres)
Permanent (P) or
Temporar T
01 ❑P❑T
02 ❑P❑T
03 ❑P❑T
04 ❑P❑T
4f. Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If ond or lake construction roposed, then com lete the chart below.
5a. 5b. 5c. 5d. 5e.
Wetland Impacts (acres) Stream Impacts (feet) Upland
Pond ID Proposed use or purpose (acres)
number of pond
Flooded Filled Excavated Flooded Filled Excavated Flooded
P1
P2
Sf. Total
5g. Comments:
5h. Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts require mitigation, then you MUST fill out Section D of this form.
6a.
❑ Neuse ❑ Tar-Pamlico ❑ Other:
Project is in which protected basin? ❑ Catawba ❑ Randleman
6b. 6c. 6d. 6e. 6f. 6g.
Buffer impact
number — Reason Buffer Zone 1 impact Zone 2 impact
Permanent (P) or for Stream name mitigation (square feet) (square feet)
Temporar T im act required?
B1 ❑P❑T ❑Yes
❑ No
B2 �P�T ❑Yes
❑ No
B3 ❑P❑T ❑Yes
❑ No
6h. Total buffer impacts
6i. Comments:
Page 6 of 12
PCN Form — Version 1.3 December 10, 2008 Version

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
To avoid widening the stream channel or reducing the depth of the stream in connection with this construction activity one pipe
will be aligned with the stream channel and serve as the low flow pipe (Permit Drawing 1 of 5). The other pipe will serve as an
overflow during high flows (Permit Drawing 2 of 5). Both pipes will be buried approximately 1 foot below the natural stream
bed elevation as determined from upstream and downstream elevations away from the scour holes associated with the current
pipe. The high flow pipe will have a sill installed 2 feet inside the inlet. To prevent wetland headcutting that could lead to
instability and scour, the sill in the overflow pipe will be 2.2 feet tall which matches the inlet side wetland elevation. Rip rap
placement around the outlet will be done in a manner that creates a natural stream channel cross section and flood plain
bench. NCDOT design is minimum requirements for State standards.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Work in the dry to minimize aquatic impacts. Sediment fencing around limits of disturbance.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for ❑ Yes � No
impacts to Waters of the U.S. or Waters of the State?
2b. If yes, mitigation is required by (check all that apply): ❑ DWQ ❑ Corps
❑ Mitigation bank
2c. If yes, which mitigation option will be used for this
project? ❑ Payment to in-lieu fee program
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter) Type Quantity
3c. Comments:
4. Complete if Making a Payment to In-lieu Fee Program
4a. Approval letter from in-lieu fee program is attached. ❑ Yes
4b. Stream mitigation requested: linear feet
4c. If using stream mitigation, stream temperature: ❑ warm ❑ cool ❑cold
4d. Buffer mitigation requested (DWQ only): square feet
4e. Riparian wetland mitigation requested: acres
4f. Non-riparian wetland mitigation requested: acres
4g. Coastal (tidal) wetland mitigation requested: acres
4h. Comments:
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
Page 7 of 12
PCN Form — Version 1.3 December 10, 2008 Version

6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires ❑ Yes � No
buffer mitigation?
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
6c. 6d. 6e.
Zone Reason for impact Total impact Multiplier Required mitigation
(square feet) (square feet)
Zone 1 3(2 for Catawba)
Zone 2 1.5
6f. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in-lieu fee fund).
6h. Comments:
Page 8 of 12
PCN Form — Version 1.3 December 10, 2008 Version

E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1 a. Does the project include or is it adjacent to protected riparian buffers identified � Yes � No
within one of the NC Riparian Buffer Protection Rules?
1 b. If yes, then is a diffuse flow plan included? If no, explain why.
❑ Yes ❑ No
Comments:
2. Stormwater Mana ement Plan
2a. What is the overall percent imperviousness of this project? N/A
2b. Does this project require a Stormwater Management Plan? � Yes ❑ No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why:
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
The project will be completed in accordance with the NCDOT BMP manual to the maximum extent practicable.
Construction stormwater management will comply with NCS 000250.
❑ Certified Local Government
2e. Who will be responsible for the review of the Stormwater Management Plan? ❑ DWQ Stormwater Program
� DWQ 401 Unit
3. Certified Local Government Stormwater Review
3a. In which local government's jurisdiction is this project? Leland - Brunswick County
❑ Phase II
3b. Which of the following locally-implemented stormwater management programs ❑ NSW
apply (check all that apply): ❑ USMP
❑ Water Supply Watershed
❑ Other:
3c. Has the approved Stormwater Management Plan with proof of approval been ❑ Yes � No
attached?
4. DWQ Stormwater Pro ram Review
❑ Coastal counties
❑ HQW
4a. Which of the following state-implemented stormwater management programs apply � ORW
(check all that apply): ❑ Session Law 2006-246
� Other: NPDES
4b. Has the approved Stormwater Management Plan with proof of approval been
attached? ❑ Yes � No
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements? ❑ Yes ❑ No
5b. Have all of the 401 Unit submittal requirements been met? ❑ Yes ❑ No
Page 9 of 12
PCN Form — Version 1.3 December 10, 2008 Version

F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1a. Does the project involve an expenditure of public (federal/state/local) funds or the � Yes ❑ No
use of public (federal/state) land?
1 b. If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State ❑ Yes � No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1 c. If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
letter.) ❑ Yes ❑ No
Comments: A Minimum Criteria Rule Compliance/MC Checklist was prepared by
the NCDOT.
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards, ❑ Yes � No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b. Is this an after-the-fact permit application? ❑ Yes � No
2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in � Yes � No
additional development, which could impact nearby downstream water quality?
3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
4. Sewage Disposal (DWQ Requirement)
4a. Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility.
N/A
Page 10 of 12
PCN Form — Version 1.3 December 10, 2008 Version

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or � Yes � No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act � Yes � No
i m pacts?
❑ Raleigh
5c. If yes, indicate the USFWS Field Office you have contacted.
❑ Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
A review of GIS NC Natural Heritage Program (NHP) elemental occurrence data was completed and a field survey was
conducted on December 9, 2015. Suitable habitat for American Alligator exists within the project area. No federally
species were observed during the field survey and a finding of No Effect was made. A summary memo is attached.
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat? ❑ Yes � No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
NOAA Essential Fish Habitat Mapper v3.0.
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation � Yes � No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
An Archaeology - No Survey Required Form was completed by NCDOT Cultural Resources Specialist (attached).
A Historic- No Survey Required Form was completed by NCDOT Cultural Resources Specialist (attached).
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain? � Yes ❑ No
8b. If yes, explain how project meets FEMA requirements: NCDOT Hydraulics coordination with FEMA.
8c. What source(s) did you use to make the floodplain determination? FEMA GIS Layer
Jason Hales � �� 2/26/16
ApplicanUAgenYs Printed Name `,.f Date
Applicant/AgenYs Signature
(AgenYs signature is valid only if an authorization letter from the applicant
is provided.
Page 11 of 12
PCN Form — Version 1.3 December 10, 2008 Version

Page 12 of 12
PCN Form — Version 1.3 December 10, 2008 Version

WETLAND PERMIT IMPACT SUMMARY
WETLANDIMPACTS SURFACE WATERIMPACTS
Hand Existing Existing
Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural
Site Station Structure Fillln Fillln 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) (ft) (tt)
W1 4' Upstream to 15' Upstream Hand Clearing 0.0129
W2 Pipe Inlet to 4' Upstream Headwall/Rip Rap 0.0018
S1 Pipe Inlet to 15' Upstream Dewatering 0.0032 25
S2 Inlet Headwall Headwall/Rip Rap 0.0003 4
S3 Pipe Outlet to 40' Downstream Rip Rap 0.0185 40
S4 40'-75' Downstream of Outlet Dewatering 0.0149 35
TOTALS: 0.0018 0.0000 0.0000 0.0000 0.0129 0.0188 0.0181 44 60 0
Notes:

BRUNSWICK COUNTY — NORTH OF �E�AND
SR 1425 (MTo MISERY) Oo3 MI�ES S OF JCT WITH SR 1428 — OVERF�OW PIPE STREAM PROFI�E
DATA COLLECTEDo 12/09/2015
���
PERMIT DRAWINGe 2 OF 5
gg SCALE
I"=2' VERTICAL
I"=20' HORIZONTAL
•�
97
r�.�
NOTE: ELEVATIONS ARE RELATIVE TO THE
OUTLET SIDE EDGE OF PAVEMENT WHICH HAS
AN ASSUMED ELEVATION OF 100.0. THE
OUTLET SIDE ELEVATION IS KEY AS THERE
EXISTING PIPE - IS A SIGNIFICANT DIFFERENCE IN WLET
ONE (U AT 66" X 51" CMPA. VS. OUTLET EDGE OF PAVEMENT ELEVATION,
AT 37 FT LONG ON �90 DEGREE SKEW
PROPOSED PIPE
TWO (2) Co 81" x 59" CMPA Cd 40 FT.
W/HEADWALL AND WINGWALLS FOR AN OVERALL
STRUCTURE LENGTH OF 40.5 FT,ON A 96°
SKEW
_------- 1
2.2 FT. HIGH SILL, PLACED 2 FT. INSIDE r--- �
INLET RIGHT PIPE �
I
� CLASS B RIP RAP FLOODPLAIN
� BENCH 40'DOWNSTREAM OF PIPE TEMPORARY STREAM
TEMPORARY STREAM � IMPACT LIMITSq
IMPACT LIMITS• � OUTLET AT 2.2' ELEVATION 75 FT DOWNSTREAM OF PIPE OUTLET
g 6 15 FT UPSTREAM OF PIPE OUTLET j
�
JURISDICTIONAL SURFACE WATER '
95 ELEVATION i
�
94
93
92
91
90
94.28 93.8 �
I
93,75 93,69 �
—�/ / � '------ ---------
E ISTING OUTLET ,
93,67 � g3.72 INVERT - 94.11
93.07 93.59
EXISTING STREAMBED s = o.o ,
(APPROXIMATED B/W READINGS) EXISTING IN ET
INVERT - 9 .77
93,15
F� 0 W PROPOSED INLET ROPOSED OUTLET
INVERT - 92,75 I VERT - 92.75
90,21 �
8 g NOTE: STREAM BED DATA COLLECTED WITH
SURVEY LEVEL AND ROD. SHOTS IN THE
FIELD ARE HORIZONTAL DISTANCES
FROM THE INLET END AND OUTLET END OF
H 7 PIPES, (SEE ATTACHED SURVEY TABLE I)
20 00 80 �0 40 20 0 20
�� �
��
:�� �JV `wu G_ � 94.46 �
�"��, '�"^t `n`' — � 93.86 �
88.36
93.55
\ `93.53
EXISTING STREAMBED
(APPROXIMATED B/W READINGS)
CLASS B RIP RAP FILL IN STREAM CHANNEL
40 FT. DOWNSTREAM FROM PIPE OUTLET.
ELEVATION OF RIP RAP EVEN WITH PIPE
OUTLET INVERT
40 �0 80 00 20
���
99
98
97
96
95
94
93
92
91
90
89
87
�
0
N
a Q Z J
z
Z J J �
Oti�o��n � � � F--�
� � a � ¢ z w
Q rn U°° U �,� � w 2�
=o'�vi-=-"'. � � z N¢
d' � C � w
�� ��� N m L.S) z �
�� Z� Z��� � C�
� u; � z � �n. �a �
= rn H v O o N��
,�–,�a'o'��°' � o 0
a a � � .s N
� x -� o
U � � �
� o
- ¢ rn
� p N
U 0
� �s z Q
�o
a-- �
zF �
> }
w m
� V o w
C� �J,J J
WW= }Y=
W� � W�
Z ~ : U
� (n U
`n � Z �
Zo
0
W U Q
a m Z
� N Z �
V ��_
�Qo
� U
�

BRUNSW CK COUNTYo MTo M SERY RD
S TE AT 003 M�ES S OF SR 4280
P PE REP�ACEMENT PROJECT—CROSS
DATA COLLECTEDe 12/09/15
PERMIT DRAWWGe 5 OF 5
NOT TO SCALE
5°
�
INLET
200 FTa � �
(SR 426)
SECT ON V EW
CLASS B RIP RAP ON OUTLET OF HIGH FLOW
PIPE TO BE PLACED @ 2.2' MATCHING
INLET SILL ELEVATION FORMING NATURAL
FLOOD PLAIN BENCH
93075 — 50 FT UPSTREAM 92e75 INVERT
STREAMBED ELEVATION
STREAM CROSS SECTION - 50 FEET
UPSTREAM OF EXISTING INLET
� 5,4 FT�
� 50l FT
OHWM 4 FT
2 F11 �
�-
� 4 FT �
o HIGH SI
=NT INLE
CLASS B RIP RAP ON OUTLET
OUTLET OF LOW FLOW PIPE TO BE PLACED
FORMING A NATURAL STREAM
NOT TO SCALE
93086 — 100 FT DOWNSTREAM 92075 INVERT
STREAMBED ELEVATION
STREAM CROSS SECTION - 100 FEET
DOWNSTREAM OF EXISTING OUTLET
� 10—II FT �
� 6,75 FT �
IFT OHWM 2-3 FT
�
� 3 FT �
nu

Mt. Misery Stream Survey Shots - 12/09/2015
Station (FT.) Distance from Center Line (FT.) Rod Shots (FT.) Water Depth (FT.) Low EOP Rod Shot (Rod Shots - Low EOP Rod Shot) Reference Elevation (FT.)
50 US 70 8.52 1.9 2.27 6.25 93.75
40 US 60 8.6 1.94 2.27 6.33 93.67
30 US 50 8.58 1.98 2.27 631 93.69
20 US 40 7.99 1.42 2.27 5.72 94.28
10 US 30 8.55 1.82 2.27 6.28 93.72
5 US 25 8.47 1.78 2.27 6.2 93.8
1 US 21 9.2 2.31 2.27 6.93 93.07
Inlet Inv. 20 8.5 1.74 2.27 6.23 93.77
EO P 1.55 2.27 -0.72 100.72
EOP 2.27 2.27 0 100
Outlet Inv. 19 8.16 1.42 2.27 5.89 94.11
1 DS 20 8.68 1.98 2.27 6.41 93.59
5 DS 24 9.12 2.39 2.27 6.85 93.15
10 DS 29 12.06 5.34 2.27 9.79 90.21
20 DS 39 13.91 7.1 2.27 11.64 88.36
40 US 59 8.72 1.96 2.27 6.45 93.55
50 US 69 8.74 2 2.27 6.47 93.53
60 US 79 7.81 1.03 2.27 5.54 94.46
100 US 119 8.41 1.65 2.27 6.14 93.86

February 26, 2016
To: Stonewall Mathis
NCDOT
Highway Division 3
5501 Barbados Blvd.
Castle Hayne, NC 28429
From: Jason L. Hales
Environmental Scientist
SEPI Engineering & Construction
5030 New Centre Drive, Suite B
Wilmington, NC 28403
Re: Evaluation of Natural Communities and Threatened and Endangered
Species for NCDOT Pipe Replacement on SR 1426 (Mt. Misery Road), Brunswick
County, NC
An evaluation of natural communities and threatened and endangered (T&E) species for
the NCDOT Pipe Replacement on SR 1426 (Mt. Misery Road) 1.8 miles west of SR 1430
(Cedar Hill Road) in Brunswick County included a GIS-based review of aerial imagery,
USDA soil survey mapping, USGS topographic mapping and LiDAR imagery; a wetland and
stream delineation; a review of the North Carolina Natural Heritage Program (NCNHP)
web-based mapping tool; and a field survey by qualified environmental scientists.
Fifteen federally threatened and endangered species are listed in Brunswick County by
the US Fish & Wildlife Service (USFWS) according to the county list, updated March 25,
2015. The species include: American alligator (T (S/A)), bald eagle (BGPA), green sea turtle
(T), hawksbill sea turtle (E), Kemp's Ridley sea turtle (E), leatherback sea turtle (E),
loggerhead sea turtle (T), piping plover (T), red-cockaded woodpecker (E), red knot (T),
West Indian manatee (E), wood stork (T), Cooley's meadowrue (E), rough-leaved
loosestrife (E), and seabeach amaranth (T).
Biological Conclusion:
No Effect
Review of GIS data and the NCNHP web-based mapping tool indicated current
observances (2005) of American Alligator (T(S/A)) within the project area. The project
area crosses Indian Creek, a tributary to the Cape Fear River with wetland habitat that
could support American Alligator. No species were observed during a field survey
conducted on December 9, 2015. The NCNHP mapping also showed a historic record
(1979) of Red-cockaded Woodpecker (E) within approximately 0.25 miles of the project

area. The NCNHP RCW occurrence was "evidence of breeding only". No species or cavity
trees were observed during the field survey.
SEPI Engineering & Construction
Jason Hales
Environmental Project Manager
SEPI Engineering & Construction
5030 New Centre Drive, Suite B
Wilmington, NC 28403
910-633-6921
2

ProjerF Trarkri�� ,Yr�.:
15-12-(lD3S
�44�� N� ARCHAE[}L�GICAL SURVEY R.EQUIR�D FDRM ����*,
�sQ��4 Q��i This farm only pertains �o �RCi-IAEOLOGICAL RCSOURCES for this project. It is not � �� '���
� �
a a�� �; valid for }Iistoric Architeeture aaid Las�dscapes. Yoii must consult separately w6th the ., �.,�C�,
'�-, �E"� E- iistoric Arc i�i tec t ure a�� c � Lan c iseapes Group.
_ � .���
PR(}JECT INFQRMATI(3N
Project No.
WBS Na:
F.�t. No:
5Ii142b
3B.2010�11
Feder�rl Perrnit Reguired'�
County:
17ocurnent
Brunswic�C
MCDC
Furzdi�r�: � State ❑ Federal
� Yes ❑ I�1c� Per�ynit Ty�e: NWP3
i'1'o�eCt D�sCI'tjlllo►t: SR�42G (14'It. Misery Road) is loeated of�U57d northwest of 1Vav�ssa in Brunswick County� N6PtI1
Carotina. Tf�e pra�eet are� ronsists nf approximately 0.4d acres and lies 1.8 miles west af SR1430 {Cedar flill Ro�J}. 'Cl�e
�rrojc�t intenrls to repiaee one 6G"x51" CNiPA with two 83"x�57" CMPA witli a headwall. Tlae arch�teological Area of
�'atential Effects {APE) is centeretl unan the pipc Ivcakion anci measures 3QOft in fength �nd 60ff in wi�lth
(existing ri�ht-of-►vay).
Si]IVIMA,RY aF CULTCIRAL RES��JRCES R�Vi�W
Briejrleserr�tcrrrr of revic•w rxctiuities, resr�lts of reuiew, e�ncl cr�rrclrosiails:
A map review anc! site file search conducted at the Office of 5tate Archaeology (fDSA) on Thursday, Janu�ry 7, 2036
ev�idenced no documented a�chaeological sites withira the project APE or proximal to the study area. An inspecti�n
of Naticsnal Register of Histaric Piaces {NRHPj, 5tate 5tutiy Listed (5L}. Loeally Designated (�d}, Determ�ned Eligil�le
(DEj, and Surveyed Site �55j praperties em�sloying resources a�ailable on the NCSHPO website demanstrated that
none of tlae abovc desig�tated resflurce types are sPtuated in the imrnediate praject area. Histaric ma�as af
Brunswick Caunty and the APE were appraised far pastjVanisised s#ructure }ocatior�s, land use patterns, or other
confirmation of historic aeeupatian at Khis locale and arehaeoingical/histori�cal reference materials were inspected
as weli. In general, the cultural-historical portion af the rewiew suggests a 14w potentiai far rece�rding meaningful
archaeo�ogical resources within the APE.
Further, tapcsgraphic, geolagic, and �IRCS soil surv�y maps f Ba6, bOj were review�d for the evaluation of
pedenlogical, g�amarpholc�gica{, hydroBc�gical and other environrrtiental elernents t#�at may hawe resultec! in past
�ccupation of t�te project stut#y area. Construction design data was exami�ed (�vhen app9icablej fc�r deterrt�ining
the patential impacts tfl the grvund surfaces, and aerial photographs {NCDOT Spatial Data Vierrver} w�re inspected
and the Google 5treet V�ew map applicatian (w�en amenableJ was utiiized for additic�na� assessment �rf impacts
that may compromise the integrity of the AP�.
Brief Erplrrnrrtiara o� �ley tlre rrvrrilrrhle irr�r�rrt�r�tinrr pravirles r� relirr6l� brryis for rerasQnadly prerlictirr�
tlrrrt �irer� rrr� nr� refrr`clen#ifrerd f�istnric praperties rya the APE:
The prapased �3pe replacement work will not affect ar�as out�ide the margins of the iargely impacted existing
right-af-way. In addition, the smap sco�e of c4nstructifln is unlakely to recov�r imp4rtant artifacts or subsurface
features considered eligible for the NR�IP. No further a�chaealogica9 input or work will be rsecessary for this state-
iuntfed NCDDT project. A f�nding of "na archaeglogical suruey r�quired" as consicSered appropriate.
'.Na R#('llAf:(ll.(7CiY SUR�lsY 1i1:[3(Iflili!] "fcri•rt� frrr fhe A1xeu�ferlMinur T i•rrerspe�rkrrrvt� f'rvjc ers ns �Prealifrrd i+r +he 2U15 f'ragrarrrnrnrrc iF�;reimerrl.
1 of2

SUPAORTI DOCUM E NTATIa N
Seei a�llaciheid: ❑ Naip(s) ❑ P�evious Juir�iey Inf�i
❑ ANcitociop�l oflCouinily Surveiy Nciles
AINDING Hb NCDa TI ARC HAEa LOGIST
NIO�RICHIAEOLOGYS URVENREQUIIRED
�
NC I]OT
❑ Pho1 cis
Cllher:
fl� ojec! Tracking� No.:
1 �I••1�I-00�I`I
❑Correisponic emicif i
"NaAIdCHA.EOdQGYSUIIVEYIdI;��U.I/IG4"Jm�mfor(haAmendedd2inm•Tranaporta(iaiPaioj�iatsa� QuadiJ�edinlha20.1]flrogrammalicAgr�ieimfint.
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�'ipe Replacement
Brunswick Coun#y, �lorth Carolina
{]ctober �015
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8aB—Baymeade fine sand, 1 t� 6 percent slopes
Map Unit Setting
+ Ncrtronal map unit symbaf: 3w6r
• Flevation: 2Q ta 16Q fee#
• Mepn annuQl precipitatron: 4� to 55 inehes
• Mean ann��rl air ternperature: 59 to 70 degrees F
• �Frost �ree qeriod: 200 to 280 days
• Ft�rmland classificatr`on: Farmland of statewide impvrtance
d41ap Unit Compositivn
� 8aymeade ond simifrar soifs: 90 percent
• Minorcnmponents: 8 percent
� Fstimat�s are ba�sed on o65e�vations, desrrrptivns, and transects af rhe mapurrir.
Descraption of Bayrneade
5etting
• Candform: Ridges an �narine terraces
• tarrdform posrtron (twu-drmensionalJ: 5haulder, summit
• Ca�dfo�m position (fhree-dimensiorraf]: Crest
• Down-sFopeshrrpe� Convex
• Acrass-sfope shape: CanVex
• Pcrrer�t rnat�rial: Laarny and sandy rnarine depasits

7� plica) pluoillile
• A- G tci 2 inches: fine san d
. tl/9h-2fln�Glinchea:llinesand
. 9t -• .: G toi 4(I inches: fine 9andy laam
• C- 4ll flci 8G inche:i: Iciarriy fine 9and
Puoi�lerties anc qualil ies
• Sllcipe: (I tci 6 pencenl
• De� th tci resiriali��e jecifune: N aue 1 f an 8CI inche9
• Ncitural dnciincige class: Well dua ined
• Flur off c Ic�a9: � eny luw
• Ca� aciry c j the mcisil lirritirq layer iloi ilrcinarriit wciler (kaait): Higf (] .98 ta 5.95 in/hr)
• DeE 1h 1n water Ecible: About 48 tci 60 inahes
• flrequer c y of Jlcindinc�: � cine
• Frec�uenc y of F cindinq: � cine
• Avciilaible water9tcircu�e in piuJile: I a� (about 3.6 inche�)
In1 enK piel ive g�rciu�ls
• lardcaiKabilityclais:iificaflicin��rrig�citec):Nanespecilied
• EardcaKabilityclassificaticin��cininrig�cited�:39
� H yarcdngic Slciil Grciup: A
DO—�ouovan rniuck
Mapl Uni1 Se11in�
• Naiticinal rr aiK uritsyrribcd: 3w6z
• Ellevc�ilioir:2CI1o160fee1
• Mecin cinnual �reci�itaticin: 401u 55 inche9
• MecinannualairilEirriperailune:591ci7Cldegree9fl
• Flrcist free F erioic: 2CI0 ici 280 days
• Fkmmlana cicissificailion: �01 pnimeflarrrdand
MaKI l nit Clorr plasiticin
• Dnnnvc�n anc similcirsciils: 8q pe ncenl
• E9tiniates aire basea nr cibsenvciticins, cescri�ticin9, aind ircu sec�s c� ilhe niaFunit.
Descuipll icin cif Dcmcivan
Set1 in€I
• lardfnnni: Flaad plain9
• Clowr -slciE e shape: Line au
• Acrciss-slnpe shape: l inean
• Acuienimaterial:Woculycinganicrrialenial
7yplical plrc�file
• Oe - GI tci 5 inches: muc4
• Oci - 5 tci 85 ir ches: rriuck
• 2Cg� - E_` tci 99 inche:i: loa rrry 9and
PraKleulie a and qualities
• 'Vnpe: 01oi 1 qeuae nt
• Depih ici nestnictive feature: Mane than 80 incf es
• Nciluikil araiinag�e class: �eny qcicudy clnained
• Rur cfJ ciciss: Negligible
• Capaicity cf the rre st liniiiir g� layer tn flrair smit wciter ��IC9a1): Maderale ly higf 1u high (0.57 to ].98 in,�hu)
• Clepth toi waEer ilable: �Ibou1 0 inche 9
• Poieq�uencycf jlcoaing�: flnequenl
• Wieq�uencycJ�rncing�: flnequenl
• A�iailcible walersilonag�e in �rcfile: Very high (abuul 13.8 incf es)
Inleupluelive �nouKla
� ilaina ccipabiliEy cicissificatioin (inriS�ailEia,�: � cine speaified
• il cv a capaibilily cici9siJicaticin (ncinirnigaitec): 7w

• Hy,dnoloy�ic Soil Gnou�: B/0

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RCQUEST FQR CU�TUItAL
RCSQUR{CI:S I�EVIFW F(IXtM
f'r'njec•1 I rr�c`kr�ag A'o. (Irilerran! CIseJ
_ . _
/.�-��Z_ o�.� �
MEMOI�Ai`JDUM T�: Drew Joyner�, f-[�unan En�iror�ment Section
1598 Mai! Service Cet�tei', Ralei�h, 1'�IC 27� 1�� ��� �(�` ����
Se��d Ele�tronic Subtnittals to: PAtracker�a7nccic�t.�ov
ATT�NTIi]T�l: Matt Wilkerson, 1�rchz�ec�l��;y Supervisa�'
Mary Pc�pe Purr, Histc�ric I�rchiteeture &�� u
FR[7M: S�rc��vk;4V.��.�. M�+�'r���s ' 1 r� S
Iil'IISI[3NE«'Ilt(}��Ik;N"CALflf^I��ICF.R .� ���, � 1 4�f�
DA'I'�. 12f2112Q 15
,�
FRQ.)ECT INFQRMATI(]t'�+i
Prr�jee•t Nr�: 3�JIA C'r�u►rty:
iYI3SNn*�: WL3S 3�3.201[J1 l Docun�e�zt
I'ed Arel Nr�: � Nf�1
w•J r.�w +- _ -
tirr�r��l�rrrW��rr���i� r
�irunswick
MC�7C
I'utrrli�rg: I � State � Fecleral
[l,5'�GS Quarf Nav�assa, NC (2013) I Prr�jc•c1 f leasc res�c�nd within 3� days
Nranre• Scla�riulc�:
PY(1jCC'i l�L'SCi'1litlfltT:
SF� 142b (Mt. Misery Raad} is l�cated nffUS 74 nc,��tl�west ofNaVassa in f3runswick County,
INC (Fi�ure 1). Tl�e project ar�a ce�i�sists of a�p�-c�xi�nately [}.44 aeres (ri�;ure 2) and lies
apg�roxin7ately l.8 miles west of SR 143fl (Cedar Hill Road). �['h� pt'oject intencis to replace anc
66" x 51'" CMi'A tivith twc� �3" x 57" CMP�, witll a h�adwall.
*'� Wark cannot be�in tu7til a char�c ntti�l�er is pt`r�vided that can be hilled t� by staff in th� Human
En�ir-orn�Ye��t Sectian.
1)ESIGI"d I�F[3ItMATI(7�N
I'rojec�i Len�=11r: �t][1 (t Dc�irat�r N1A
i�f)lllC':
E.�islitr�; RQbC�': b0 f� P�fl�ld?5'L'fi� Gii ft
R�W:
,�:�i►tie�A= X- i'JIA Propuser! X- NIA
seclir�n: sectiaar:
Sl�•ircture tc� hE� 6�" x S l" CME'1� Sti�uclut�e Unkn�wri
�cj 11rrc�erl: Builrl I]rrle:
,�irfclitir��rrrJ Dc�sr �r Itr carnr�linn:
f'le�ise 4t�nsidcr the area as sho�rn l�y thc projecf are� is1 the attaclted figures for cultural
reso�2rces review.

Pir�pef Ta-acltltl�r N4. �i�lt`e7°it�tl [I.se�}
15-12-�0�35
I-�ISTf)�tIC ARCHICTECTFIRE AN'I] LANDSCAPES
N(3 S�JRVEY REQllI�ED FmRM
This form only pertains tQ Historic Archikeetu�•e and Landscapes for this projeet. It
i� not valid for Archaeological Resources. Yo�x must consult separately with the
Archaeotagy Graup.
PRa�IECT INF�RIVIATION
Pro,��ct Na: Coundy: Brunswick
WBS 1Vo.: 3.2Q 1� 11 Dncument MCi]C
Ty e:
F�rl. Aid No: Funding: � State ❑ Fe�leral
F'erleral Yes ❑ t�c� Yermit NWP 3
Perntit s : T �e(� :
Froi�ct Descrr�tion:
Rep�ace one f�b" x 51" CMPA with two 83" x 57" CNiPA with a headwall heneath SR 1426 (Mt.
Misery �aacl .
SUMMARY �F` HIST4�IC ARCHICTECTUI+� AND LAIYQSCA�'ES �tEVIE'W
,I�e�crit�tir�n of �`euiew rrctivities, results, rrnrf enjiclusions:
Rewievv of �--IPO c���ad �naps, relevant backgrau�id reports, historic ciesignations roster, �nd iiuiexes was
i�ildert�ken o�i Janu�ry 5, 2016. Based ora this �-evi�w tfiere are no t�IR, DE, LL, 5�,, or SS in t}�e Area of
Potential �ffects (A�'L}, Tl�e Brt�nswick Caunky tax data was utilized to check for strtectures �rca#er than
SO �ears �jf �ge. Tfiere are �io sta�l�ing struct�ires in ttle APF o�er 5{l years of age. The c���e residential
st�•uctuec w�s co�is[��ucte�! ir� 1984. 1'�Io suE•v�ey is s�eguired.
Whv tfie rrvrrilrrble informrrtion nrnvirles a retiable basis frr� r�usorrablv nrerlictin� llrat tliere
rrre no i��rr`rlenti ierd si ni icr�nt Iristnric tli'C�EltL'Cl��1Pl1j Di' IIXiI(IYSGII e resou�ces in tlze rr�'�ct
ar�r�:
Using HP� G15 websrte and coritity tax data �rovides reliable infQE�tnation regardin� tl�e structures i�� the
A�'L:. Tfiese combi�zed utilities are consi�iereel valid for the purposes at determii�i�ig the likeailtiooc] oF
kii�toric resaLi�•��s being prese�it.
SUPP(lRT mOCUPV�EI'�ITATI(]lV
�Map(s} OPre�ie�us ��rvey Infn. ��'hc�tos ❑C�rrespondenee ❑I)esi�n P1arYs
FII�IDIP'VG BY NCD�T AI�CHITECTUI�AL HIST(3RIAN
Histt�ric Architeeture anci Lands�.apes -- Nf� SURVE�' RE[�iJIRED
NCDQ'[' Archifectural �-�ist�
Date
FIf.CfUYfC f�l'L'i77d[i'ld17'C lfldl� l.t!!lILSC'!lflL':ti 1V().SIIi�YI:Y Ii�i:F�J�IIIZI;I�fRY111 fnr-,I�}`Ilt[77' I�l'c771.Ff107'ILlIf[7t! I�YOjL'('f.5'� 11.5' U'tlt3l fPtll7dll![ 20ft7!'t•nqa•�arurirarlc Agi•een�crir.
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Figure 1 -
Project Vicinity
SR 1426 Mt. Misery Road
Pipe Replacement
Brunswick County, North Carolina
October 2015
.,�:
�, . .
-t � e_
r �
.a � � _
�
� �: . -
� 0 250 500 1,000
Feet

This Exhibit is for lannin ur oses onl and shown herein does not meet NC 47-30 Re uirements and oE ��r C„Q
therefore is not foPdesigg,Pon�structionYor recording or transfer of title. The Exhibit was9compiled from 1 inch - 100 feet �� � � qQ �
available information obtained from the sources listed below. � F i g u re 2- Ae ri a l P h otog ra p h r�'� � ���
saUr�es: GRAPHIC SCALE y � ,�
SR 1426 Mt. Misery Road .� ,� ENGINE�RING �
NCDOT, ESRI m z
October 2015 � 5� � �� 2�� b'� �¢
Feet Pipe Replacement �F� 5�e C O N 5 T R U C T! Q N
QF 7RA�'

This Exhibit is for lannin ur oses onl and shown herein does not meet NC 47-30 Re uirements and oE ��r C,�
therefore is not foPdesig9,pon�structionyor recording or transfer of title. The Exhibit waspcompiled from 1 inch ��,000 feet �� � � qo �
available information obtained from the sources listed below. � i g u re 3- To p o g ra p h i c M a p �'� � ����
soU��es: GRAPHIC SCALE SR 1426 Mt. Misery Road y �
NCDOT, USGS 7.5 minute topographic quadrangle � z�
Navassa, NC (2013) q .0
� 5�� �,��� 2,��� q ¢ ENG INE�R I NG S
October2015 Feet Pipe Replacement �`�F� 5qp.�'� C O N 5 T R U C T! Q IW
OF 7RA�'

Carpenter,Kristi
From: Herndon, Mason
Sent: Tuesday, March O1, 2016 9:13 AM
To: Carpenter,Kristi
Subject: FW: Mt. Misery Rd (SR 1426) pipe replacement PreJD/PCN package
Attachments: Mt. Misery Rd Pipe Replacement - PJD_PCN_submittal_2_29_2016.pdf
Follow Up Flag: Follow up
Flag Status: Flagged
Good Morning Kristi Lynn,
I received the attached application yesterday, for a pipe replacement project on Mt Misery Rd in Brunswick County. It's
going to require written approval and need to be assigned a DWR project number. The WBS # for the project is
3B.201011. The project will impact Indian Creek, CPF17, 18-70, C;Sw. The first part of the package is the preliminary
jurisdictional determination information, the PCN & application begins on page 29.
If you need any additional information please let me know.
Thank you!
MH
-----Original Message-----
From: Jason Hales [mailto:[e-mail]]
Sent: Monday, February 29, 2016 9:41 AM
To: Shaver, Brad E SAW <[e-mail]>; Herndon, Mason <[e-mail]>
Cc: Christopher Dustin <[e-mail]>
Subject: RE: Mt. Misery Rd (SR 1426) pipe replacement PreJD/PCN package
Good morning Brad and Mason, please find attached an updated PJD and PCN submittal package for the Mt. Misery
Road pipe replacement project. Please let us know if you have any additional comments or suggestions. Thank you.
Jason
Jason Hales, PWS � Environmental Project Manager SEPI Engineering & Construction
5030 New Centre Drive, Suite B � Wilmington, NC 28403
Direct: 910.550.3252 � Cell: 910.633.6921 � sepiengineering.com Connect with us: Linkedln � Twitter � Facebook
Confidentiality Notice: This message is intended only for the designated recipient(s). It may contain confidential or
proprietary information and may be subject to the attorney-client privilege or other confidentiality protections. If you
are not a designated recipient, you may not review, copy or distribute this message. If you receive this in error, please
notify the sender by reply e-mail and delete this message. Thank you.
-----Original Message-----
From: Shaver, Brad E SAW [mailto:[e-mail]]
Sent: Friday, February 05, 2016 12:44 PM
To: Jason Hales <[e-mail]>; Herndon, Mason <[e-mail]>
Cc: Christopher Dustin <[e-mail]>; Mathis, Stonewall D<[e-mail]>

Subject: RE: Mt. Misery Rd (SR 1426) pipe replacement PreJD/PCN package
Jason,
If I am reading the plans correctly the application suggests that the inlet end of the channel would be widened by 11'
and the outlet end of the channel will be widened by around 10'. This type of stream widening conflicts with both the
USACE regional conditions and after speaking with Mason the State certification conditions as well.
A new alternative should be considered to meet the conditions of our authorizations. Normally this comes in the form of
aligning one barrel to the channel and providing a sill on the other barrel which would serve as an overflow barrel.
Here is my regional conditions:
" The dimension, pattern, and profile of the stream above and below a pipe or culvert should not be modified by
widening the stream channel or by reducing the depth of the stream in connection with the construction activity."
Call if you have any questions,
Brad
-----Original Message-----
From: Jason Hales [mailto:[e-mail]]
Sent: Thursday, February 04, 2016 1:31 PM
To: Herndon, Mason <[e-mail]>; Shaver, Brad E SAW <[e-mail]>
Cc: Christopher Dustin <[e-mail]>
Subject: [EXTERNAL] RE: Mt. Misery Rd (SR 1426) pipe replacement PreJD/PCN package
Mason, you were correct. We made the changes to the impact figures. Also our upstream temporary stream impact
length was low at 15'. We adjusted to 30' and correct all new totals. An updated package is attached along with an e-
mail from Daniel Perry authorizing the permit fee. Let us know if you need anything else. Thanks.
Jason
Jason Hales, PWS � Environmental Project Manager
SEPI Engineering & Construction
5030 New Centre Drive, Suite B � Wilmington, NC 28403
Direct: 910.550.3252 � Cell: 910.633.6921 � sepiengineering.com <Blockedhttp://www.sepiengineering.com/>

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From: Herndon, Mason [mailto:[e-mail]]
Sent: Tuesday, February 02, 2016 5:34 PM
To: Jason Hales <[e-mail]>; Shaver, Brad E SAW <[e-mail]>
Cc: Christopher Dustin <[e-mail]>
Subject: RE: Mt. Misery Rd (SR 1426) pipe replacement PreJD/PCN package
Jason,
I have reviewed the application for the pipe replacement on Mt. Misery Road and have a couple of items that need to be
addressed before I can process the application.
1. You state that there are 35 If of permanent impacts on the outlet end of the culvert in the PCN and WIS. When I
scale out the length of the impact on the plan sheet I get 35 If, however on the profile view it appears that the length of
impact is 40 If based on my scale measurement from the headwall to the end of the rip rap. Would you please check
this and let me know what you get.
2. The PCN states that this is a courtesy copy for DWR, however this is not correct because the project exceeds the 40
If of permanent stream impact threshold in WQC 3883. A change is not required, however I need you to confirm via e-
mail that DOT gives DWR permission to debit the required $240 permit fee from 3B.201011, which is listed on line A.2e
of the PCN as the projects WBS number.
Thanks!
MH
From: Jason Hales [mailto:[e-mail]]
Sent: Tuesday, February 02, 2016 3:30 PM
To: Shaver, Brad E SAW <[e-mail] <mailto:[e-mail]> >; Herndon, Mason
<[e-mail] <mailto:[e-mail]> >

Cc: Christopher Dustin <[e-mail] <mailto:[e-mail]> >
Subject: RE: Mt. Misery Rd (SR 1426) pipe replacement PreJD/PCN package
Bard and Mason, we would like to request a filter fabric waiver on this project due to the steep slopes. I'll include this
request in the packages for the rest of the pipes to come. Thanks.
Jason
Jason Hales, PWS � Environmental Project Manager
SEPI Engineering & Construction
5030 New Centre Drive, Suite B � Wilmington, NC 28403
Direct: 910.550.3252 � Cell: 910.633.6921 � sepiengineering.com <Blockedhttp://www.sepiengineering.com/>
Connect with us: Linkedln <Blockedhttps://www.linkedin.com/company/sepi-engineering-&-construction-inc-> �
Twitter <Blockedhttps://twitter.com/SEPlengineers> � Facebook
<Blocked https://www.facebook.com/sepiengi neeri ng/?fref=ts>
Confidentiality Notice: This message is intended only for the designated recipient(s). It may contain confidential or
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From: Jason Hales
Sent: Friday, January 29, 2016 3:05 PM
To:'Shaver, Brad E SAW' <[e-mail] <mailto:[e-mail]»;'Herndon, Mason'
<[e-mail] <mailto:[e-mail]> >
Cc: Christopher Dustin <[e-mail] <mailto:[e-mail]> >
Subject: Mt. Misery Rd (SR 1426) pipe replacement PreJD/PCN package
Brad and Mason, please find attached or permit application package for Mt. Misery Rd (SR 1426) pipe replacement. Let
us know if you have any questions or suggested changes. Thanks.

Jason
Jason Hales, PWS � Environmental Project Manager
SEPI Engineering & Construction
5030 New Centre Drive, Suite B � Wilmington, NC 28403
Direct: 910.550.3252 � Cell: 910.633.6921 � sepiengineering.com <Blockedhttp://www.sepiengineering.com/>
Connect with us: Linkedln <Blockedhttps://www.linkedin.com/company/sepi-engineering-&-construction-inc-> �
Twitter <Blockedhttps://twitter.com/SEPlengineers> � Facebook
<Blocked https://www.facebook.com/sepiengi neeri ng/?fref=ts>
Confidentiality Notice: This message is intended only for the designated recipient(s). It may contain confidential or
proprietary information and may be subject to the attorney-client privilege or other confidentiality protections. If you
are not a designated recipient, you may not review, copy or distribute this message. If you receive this in error, please
notify the sender by reply e-mail and delete this message. Thank you.