20151265 Ver 1_Application_20151207

December 4, 2015
Brad Shaver
US Army Corps of Engineers
Wilmington Regulatory Field Office
69 Darlington Avenue
Wilmington, NC 28403
Mason Herndon
NCDEQ - DWR
Fayetteville Regional Office
225 Green Street, Suite 714
Fayetteville, NC 28301-5095
Subject: Pre-Construction Notification and Preliminary 7D Request
Roundabout at NC 179/NC 904/Ocean Isle Beach Road SW (SR 1184)
Brunswick County, NC
Dear Brad and Mason,
SEPI Engineering and Construction and NCDOT are pleased to submit a
preliminary jurisdictional determination request and pre-construction notification
for your review. Included in the packet are the following items:
1) Project Description
2) Jurisdictional Features and Impacts Summary
3) PCN Form
4) Impact Drawings
5) GIS Figures including: vicinity map, aerial imagery, delineated
features, USDA soil survey, USGS topographic map, and LiDAR
6) Preliminary JD Form
7) Stream and wetland data forms
8) Photos of streams and wetland and upland soils
9) Signed Programmatic Categorical Exclusion
10) Threatened and endangered species coordination
11) Cultural Resources Review
On behalf of the NCDOT, Attn: Stonewall Mathis, please find attached a complete
application and supplemental information 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
14 and General Water Quality Certification 3886. Please contact me if you have
any questions or require additional information.
Project Description
The site is located approximately 4.2 miles south of US 17 in Brunswick County
(Figure 1). The project area consists of approximately 4.8 acres (Figure 2). The
project includes the removal of the signal and construction of a roundabout at the
intersection of NC 179/NC 904/Ocean Isle Beach Road SW (SR 1184).

The soil series present within the project area are listed in the table below and
shown in Figure 4. The project area is composed of type A hydric Leon fine sand
(Lo) and type B hydric Wando fine sand (WaB).
SOILS PRESENT IN PROJECT AREA FOR OCEAN ISLE BEACH ROUNDABOUT
Soil Series Name Soil Series Map Hydric Type Inclusion
Unit
Leon fine sand Lo Type A N/A
Wando fine sand, 0 to 6 WaB Type 6 Leon
percent slopes
]urisdictional Features
A delineation of jurisdictional features conducted by SEPI (Christopher Dustin) on
July 13 and November 15, 2015 identified one jurisdictional stream and one
jurisdictional wetland area (Figures 2& 3). Figures 4, 5, and 6 display the project
area and jurisdictional features in relation to the soil survey, USGS topographic
map, and LiDAR, respectively.
The jurisdictional streams and wetlands are adjacent to RPW Kilbart Slough, which
flows to TNW Atlantic Intracoastal Waterway and the Atlantic Ocean through one
contiguous stream/wetland feature. Temporary wetland impacts (hand clearing)
associated with this project total approximately 175 square feet. There may also be
some minor temporary wetland fill within the hand clearing area for the damming
devices. This would be for sheet pile and sand bag installation across the stream
and into the edge of the wetland to block flow within the stream. Temporary stream
impacts for dewatering total 30 feet (15 feet at the inlet and 15 feet at the outlet).
PRO]ECT SUMMARY
Project Name Ocean Isle Beach Roundabout
Project Type Transportation Project
Owner / Applicant NCDOT; Attn: Stonewall Mathis
County Brunswick
Nearest Town Ocean Isle Beach
Waterbody Name Kilbart Slough
Index Number 15-25-4
Class SA; HQW
USGS Cataloging Unit 03020408

IMPACT SUMMARY
Temporary Stream Impact (feet) 30
Temporary Wetland Impact (acres) < 0.01
Open Water Impact (acres)
Total Impact to Waters of the US (acres) < 0.01
Total Stream Impact (linear feet) 30
We appreciate the opportunity to work with you. Please contact us if you have any
questions regarding the information we have provided.
Sincerely,
; { , +,���.� ���
� ��
Christopher Dustin
Environmental Scientist
SEPI Engineering and Construction
5030 New Centre Drive, Suite B
Wilmington, NC 28403
Direct 910-5Z3-6105
Cell 910-512-1587

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Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Pre-Construction Notification (PCN) Form
A. A licant Information
1. Processing
1 a. Type(s) of approval sought from the
Corps: � Section 404 Permit ❑ Section 10 Permit
1 b. Specify Nationwide Permit (NWP) number: 14 or General Permit (GP) number:
1 c. 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: SS-4903BR Roundabout at NC 179/NC 904/Ocean Isle Beach Road SW (SR 1184)
2b. County: Brunswick
2c. Nearest municipality / town: Ocean Isle Beach
2d. Subdivision name: NA
2e. NCDOT only, T.I.P. or state WgS 44315.1.FR1
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
applicable):
3d. Street address:
3e. City, state, zip:
3f. Telephone no.:
3g. Fax no.:
3h. Email address:
Page 1 of 11
PCN Form — Version 1.3 December 10, 2008 Version

4. Applicant Information (if different from owner)
4a. Applicant is: ❑ Agent � Other, specify: Division 3 Engineer
4b. Name: Karen E. Collette, P.E., Division Engineer
4c. Business name NCDOT
(if applicable):
4d. Street address: Hwy Division 3
5501 Barbados Blvd
4e. City, state, zip: Castle Hayne, NC 28429
4f. Telephone no.: 910-341-2000
4g. Fax no.: 910-675-0143
4h. Email address: [e-mail]
5. Agent/Consultant Information (if applicable)
5a. Name: Christopher Dustin
5b. Business name SEPI Engineering and Construction
(if applicable):
5c. Street address: 5030 New Centre Dr, Suite B
5d. City, state, zip: Wilmington, NC 28403
5e. Telephone no.: 910-523-6105
5f. Fax no.: 910-523-5716
5g. Email address: [e-mail]
Page 2 of 11
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: 33.90257 Longitude: -78.441015
(DD.DDDDDD) (-DD.DDDDDD)
1 c. Property size: 4.79 acres
2. SurFace Waters
2a. Name of nearest body of water (stream, river, etc.) to Kilbart Slough. NC SID: 15-25-4
proposed project:
2b. Water Quality Classification of nearest receiving water: SA; HQW
2c. River basin: Lumber
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 roadway that provides access to adjacent businesses. Land use in the
vicinity of the project is primarily light commercial, maintained grass/yard, parking lots, with scattered residential and
undeveloped land. Kilbart Slough is currently piped beneath NC 904 at the south end of the project. This pipe will remain
and a new catch basin will be installed to the existing stormwater infrastructure.
3b. List the total estimated acreage of all existing wetlands on the property:
0.005
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
350
3d. Explain the purpose of the proposed project:
Install a roundabout at the intersection of NC 179, NC 904, and Ocean Isle Beach Road SW to improve the safety of the
intersection. The project will also include the installation of a new catch basin.
3e. Describe the overall project in detail, including the type of equipment to be used:
NCDOT plans to grade, drain, base, and pave the road. Standard road building and pipe replacement equipment such as
trucks, dozers, excavators, and cranes will be used. Proper erosion and sedimentation control measures would be
employed throughout the project and 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 for this property /
project (including all prior phases) in the past? ❑ Yes � No ❑ Unknown
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): Christopher Dustin Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
7/13/15 and 11/15/15 delineations were conducted, Preliminary JD request attached. Additionally, USACE and NCDWR
representatives (Brad Shaver and Mason Herndon) visited this site on 7/10/14.
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 11
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 11
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 PF01/4A � Yes � Corps < 0.01
❑ No ❑ DWQ
W2 ❑ P❑ T ❑ Yes ❑ Corps
❑ 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 < 0.01
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 ofjurisdiction 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 Kilbart Slough � PER � Corps 4 15
❑ INT � DWQ
S2 ❑ P� T Dewatering Kilbart Slough � PER � Corps 4 15
❑ INT � DWQ
S3 ❑ P❑ T ❑ PER ❑ Corps
❑ INT ❑ DWQ
S4 ❑ P❑ T ❑ PER ❑ Corps
❑ INT ❑ DWQ
S5 ❑ P❑ T ❑ PER ❑ Corps
❑ INT ❑ DWQ
S6 ❑ P❑ T ❑ PER ❑ Corps
❑ INT ❑ DWQ
3h. Total stream and tributary impacts 30
3i. Comments:
Page 5 of 11
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 pond or lake construction proposed, then complete 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
5f. 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 an impacts require miti ation, then ou 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)
Tem orar 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 11
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.
The work area has been minimized to that necessary to perform the work.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Sediment fencing will be used around limits of disturbance. Stricter stabilization requirements will be followed to meet
directives for work in HWQ watersheds. During construction, appropriate bypass pumping and work in the dry procedures
would be employed to protect the aquatic environment. Also during construction and in wrapping up construction, appropriate
erosion and sedimentation control measures would be employed throughout the project to protect the HQW watershed.
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: NA
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 11
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 11
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? Project will add 175sq ft of
imperviousness
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 proposes to maintain grass swale treatment in the northwest and northeast quadrants of the project and
maintain existing drainage across NC 904 that includes the installation of a new catch basin.
❑ 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 governmenYs jurisdiction is this project? Ocean Isle Beach
❑ 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 11
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. )
Comments: A Categorical Exclusion Action Classification (Programmatic ❑ Yes ❑ No
Categorical Exclusion) was completed for the project. The project was determined
to be a Type II(B). The FHWA signed the document on 11/16/15 (document is
attached).
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.
Due to the minimal transportation impact resulting from this transition of road from an intersection to a roundabout and
maintenance of existing drainage structures, this project will neither influence nearby land uses nor stimulate growth.
Therefore, a detailed indirect of cumulative effects study will not be necessary.
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.
NA
Page 10 of 11
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
impacts?
❑ 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 from NHP was completed. The project
area is located within a large mapped area suitable for American alligator (Alligator mississippiensis), however review of
the project area confirmed that the presence of suitable habitat is questionable. See attached PCE and threatened and
endangered species memo.
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?
Consultation with the Division of Coastal Management (Fisheries) and Wildlife Resources Commission regarding a project on
Eyota Drive that impacts Kilbart Slough downstream of this proposed project has been attached. Since this project is located
further upstream of the Eyota Drive project, fisheries are not a concern.
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?
A Historic Architecture and Landscapes No Survey Required Form was completed by NCDOT (attached).
A No Archaeological Review Required Form was completed by NCDOT (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:
8c. What source(s) did you use to make the floodplain determination? NC Floodmap GIS Data
Christopher Dustin � i'.; �.� ,r 4) 12/04/15
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Applicant/Agent's Printed Name Date
Applicant/AgenYs Signature
(AgenYs signature is valid only if an authorization letter from the applicant
is provided.)
Page 11 of 11
PCN Form — Version 1.3 December 10, 2008 Version

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�' �, �`•�.. � � �� �h h ^ �rI f'�� �� �f a ! �. � �� !t� ! ` . , ' �.+, 4
� ��� ��
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.
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k�
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1
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� � � . ,� �, ;
'. ai �! � a
��' . .�� i �.. •�
.
This Exhibit is for planni9g purposes only and show9 herein does not meet NC 47-30 Require Pents and 1 i nch - 200 feet c�'
therefore is not for desi n, construction, or recordin or transfer of title. The Exhibit was com iled from rA A 'yOpT�' c p
available information obtained from the sources listed below. F(g U 1�i �'F ' �� IS ' q of� � �� � I
s°U��es: GRAPHIC SCALE � _
NCDOT,ESRI Roundabout at NC 179/NC 904/ ��
December2015 0 ,o0 20o aoo Ocean Isle Beach Road SW (1184) �F,� ��� ��� �� N�€ R I N G �
ofra�,q� CON STR liG7fON
Feet

�F- � ,� �� �, ,. - _ �
.. , �-"
. Legend
� � �i���— � _ F � ProjectArea
f � ,� Delineated Wetland
� ; Delineated Perennial Stream
r
� � � - � ,� � •
_ �� � ' � • � '� � �
� - � � � �` '�
� � � �
,. • +�
� �A ' �►
� � , � � • .
• ,
. �''' � � �X � . - . � ` �' � � � _ -
�, • � -- ,�
j- f �� '
, s �
\ y
_ - � �' � * _ ` . '� '� I�
�� w � �
- • - � � "� _�r ".-
� `�,� � � -
, ,'' „`,_ � • •� , ,� __ ,
''�„ r ���t - " ' �
1 � �, i � __ � - '�+c+ -' �,,�,� _ ,�'� � �� !
�� � � � � � � � i/ � � -J ,, J�r! ' '' ' � � �
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, �
i � �� � •
- - �`` � % � . � �` �� , _ _ ; _ � i '�
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1 ' � � � �. � .�� � �
1 ,/ "� .,�,,,,,,./ �
� �tream SA � �
i * � .� � � i�
. �►
I - , • "�' ,� � �
---- , - �� '�" � � #N � � � i �'''`' � ` ,► �
,� — - �� � - ,i,� — — .i► ,�, i ; � � � � � - -
a� � � - � � - � � '
'r► �'�_ � � ,� � - � _ ,� �- � � � }, �
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- , � � !r � � �1 ♦ 1 � � SI � �' , ! .,.��
S � � � �' • � i �" f � � `�` �
� '� � � �
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u � �, � ',, � � �' � � � � � � �► � " ( � � �' , - i�•� �• -
s t� � � � �, ,�� . • ,,� ,
� i' a �� ' ' � _ _ .
_ + � � � � f " +� '� ii � � � 904 i ' � — � � � ��
� �
- � • '� �, � 'r �� � w � � - �, � � � . _ i � �r � • �.
_ . �► �' �-. � ,�' _ _ � _ �����'�
' ' �t � '� � — — _ � � i � ,� -�' � � i s ! I �� v " ,�% _ �' E
.•�- � ���` � � ,► �
� 4 � � _ . � . � • � • "i � � �
This Exhibit is for planni9g purposes only and show9 herein does not meet NC 47-30 Require Pents and 1 i nch - 500 feet c�'
therefore is not for desi n, construction, or recordin or transfer of title. The Exhibit was com iled from PA C 'yOwT�' c p
available information obtained from the sources listed below. F Ig U 1�i J' � Topog rap h ic M ap q .of�. � �� � I
s°U��es: GRAPHIC SCALE Roundabout at NC 179/NC 904/ � �
NCDOT, ESRI, USGS 7.5-minute Shallotte, NC topographic quadrangle
December2015 o z5o 500 ,,000 Ocean Isle Beach Road SW (1184) �F^- �� ��� ����€ R � N��
Qf,a,,„� eoNsrRucrFor�
Feet

This Exhibit is for planni9g purposes only and show9 herein does not meet NC 47-30 Require Pents and 1 i nch - 200 feet c�'
therefore is not for desi n, construction, or recordin or transfer of title. The Exhibit was com iled from 'yOpT�' c p
available information obtained from the sources listed below. (g u re ' � . q of� � �� � I
s°U��es: GRAPHIC SCALE � _
N C D O T, E S R I Roundabout at NC 1 79/NC 904/ ��
December2015 0 ,o0 20o aoo Ocean Isle Beach Road SW (1184) �F,� ��� ��� �� N�€ R I N G �
ofra�,q� CON STR liG7fON
Feet

,4TTACHM'�NT A
PRELIMfNARY .IURISDIC710NAL �ETERMINATlDN FQRM
BACKGROiUMQ I�1F�ORMATIQN
A. REPORT COhAPLETl01� DATE FOFt PRE�LIMI�NARY JURfSDIG'�IONAL
DETERMI'NATI�N {J�): �ecember4, zoi�
B. NAM� AN� ADDRESS UF PE�S4N R�QUESTING PRELIMINARY JD:
Sionewall lvlathis - NC�4T - Division 31DE0 55i}i Barbadas 81vd, Castle �dayne. NC 28429
C. DISTRICT OIFFICE, F1LE NAINE, AND I�lJMi3ER:
USACE Wilmington Dfstrict
D. PR:QJECT LOCATIUN(S) A�l� SACF�GROIJNC� 1NFC?RMATION:
Brunswick Caunty - Roundabout at NC i7�/NC 90410cean Isle Beach �aad {SR 1184)
(USE 7HE ATTACl1ED TABLE T� bOGUMEiVT MULTIPL� WATER�DDfES AT DIFFEFtENT
SITESJ
�tc`a�+�: �C C(]UI��j/Ij}.r�l'�SilII�01'OU(,�f�i: �runswick �jt�; Oc�arr Isle �each
Center co�rdinates of site (la�'lor�g in degree c�ecfmal format}:
L��. 33.9025T °�; �p��. -78.44i015 �W.
Universal Transuerse Mercator:
Nam� af nearest waterbody: +����a,� s�o�9n
identify (estimate} amount af wafers in the �eview ar�a:
I�on-wetland wa�ters:
3o i�near feet: 4-� width (ft} andlor acres.
.�'iO1Nal'C�ICI C�e�SS: �iverine Upper Perennial Unconsolidated Bottom Sand
�tfEafp ��QW: Perennial
We#aantis; o.o, acres.
�i4Wai'�lll �+��SS, patlustrine Foresled Brpad-Leaved QeciduouslNeedl�-Leaved Evergreen Temporarily Flooded
Name of any water badies �+r� the site that have been identi�ied as S�ctian 10
wate�s:
Tl�a�: Non�
Non-"fid�l: ►�one

E. REVIEW PERFORMED �OR SiTE EVALUATION (C�ECK ALL THAT
APPLYj:
� O�ce (Desk) Determination. Da�e:
� Field Determina�ion, Date(s):
SUPPQRTIA�G �ATA. Data reaiewed for pre#irninary JD
(check all that a�ply - checked items should be included in case fi�e and,
where checked a�nci requested, apprapriately reference so�rces below�:
aMaps, plar�s, plots c�r plat submitted by or an b��alf of the
applicantlear�svltant: NcaQT
❑ l�a#a sheets preparedlsubrnitted by ar on behalf of the
a�p1i r�UcQnsultar�t.
�i O�ice concurs with data sheetslde�in�ation report,
� Office does not c�ncur with data sheetsldelir�eatiQn report.
❑ Daia sheets prepared by the Carps:
❑ Carps navigable waters` stu�y:
� U.S. Geological Survey Hydrologic Atlas:
❑ USGS NHD data
� USGS 8 ar�d �2 digit HUC rnaps
0 U.S. Geolagical Survey map(s). Gite scale � quad narr�e; 7.�m sha��px�, Nc
✓� USDA f�at�ral Resources Consenration Senrice Sail Survey.
Gj��tj�n� 8runswick County, No�th Caro�ina Soil �urvey
❑ Nati+�nal wetlands in�entory map(s}. Cit� name:
❑ State/�.ocal wetland invantory map(s):
❑ FEMAIFIRM ma�s:
❑ 1 �0-year Flflodpiair� Ele�atRe�n is;
{Natianal Geodectic Vertica! Datum c�f 1 g29)
� f'hotographs: ✓❑ Aerial (Name & Date): Es�� za�s ar
Q Other (�Jame & Date): ���A� 200�
� Previous determinatran(s). File �o. and date of response letter:
� ��ilEl' It1�Q1'I'1"I�'�IC}n �p�B2S� Sp@Clfy�: P�rmit Drawings and Perrr�it Application
�

�. 7he Corps vf Engineers believes ihat therE may be jurisdicti+�nal waters of the
Unit�d States an the subjeci site, and the permit appli�c�nt or other affected party
who reques�ecf this prelimi�ary JD is hereby advis�d Qf his or h�r option to
request a�d obtain an appraved jurisd�ctional d�termination (JD) for that site.
Nevertheless, the permit applicant or other person wh�o requ�st�d this
pre4iminary J� has declined to exercise tE�e aptian to obtain an approved JD on
this instance ar�d at this time.
2. In any circumstance �nrhere a perrrait applicant obt�ains an individual permit, or
a Nat�onwide General Permit (I�INP) or other gen�ral permit �erification requiring
"pre-construction n+atificativn" (PCN), or req�rests verifoca#ion ft�r a non-reporting
NWP a� other gener�l permit, and the permit applicant has not requested an
approve� JD for th� activity, tlhe �ermGt appl�can# is herek�y o�r�ade aware of the
follow'ng: (3 } the permit applicant has elected to seek a permit authorization
based on a preliminary JD, which does not mak� an vfficial deterr��nation o#
jurisdictional waters; {2) that the applicar�t has the option to request an approv��d
JD befflre aCcepting the terms and canditions of the permit authorization, and
that basing a permix authc�rization an an approved JD could possibly result in less
cQmpensatory mitigation be�ng required nr cii'fferent special conditions; (3} that
tF�e applic�rrt has the right to request an individu�l perrnit rather thar� accepting
the terrns and con�itians of the N4'VP ar other general perm'rt autharization; (4)
th�t the app�ica�n� can accept a pe�mit authorizatian and ther�by agrae to carnply
with a11 the terms and conditions of t�at p�rr�it, including whatever mitigation
rec�uiremen#s the Corps has determined to be necessary; (5} that undertaking
any activity in reliance upon the suaject permif authorizatian withc�ut requesting
an appraved JQ constitutes the �p�lica�nt's acceptance of the use of the
prelim�nary JD, �ut that either forr� of J� will be processed as soon as is
practicabie; {6� accepting a permii authorization (e.g., signing a proffered
individual �ermFf} or undertaking any aGtivity in reliance on any form a� Corps
permit auihorezation based an � prelimi�ary JD constitutes agceement that aEi
wetlands and other water badies on the site affected �n ar�y way by that activity
are jurosdi�tivnal waters of the Unitecf States, �nd precludes any c#�a�lenge to
such jurisdictotin in any administratiwe ar judicial carnp4iance or �nfarcement
action, ar in ar�y administrative appeaf or in any Federa� court; and (ij whefher
the applicant elects to us� either an approved J�D or a preliminary JD, that JD
wilf be processed as soon as is practicable. �urtheP, an approved JD, a proffered
individua� permit (a�d all terms �nd conditions cQntained thereon), ar indi�idual
permit deniai can �e administrakively �ppealed pursuant to 33 C.F.R. Part 331,
and that in any administratiue appeal„ jurisdictional iss�es can be raised (see 33
C.�.R. 331.5(a)(2)}. If, during that admir�istrative appea�, it becomes necessary
ta make an official d�termination whether CVIIA jurisdiction exists aver a sit�, ar
to provide an official delin�ation of jurisdictional wat�rs ar� the sit�, the Carps will
provide an approved JD to acconnplish khat res�ult, as saon as is pr�cticable.
3

This prelimir�ary ,�D ��nds that there "may be' waters c�f the United States an the
subject proje�t site, and ideniifies all aquatic #eatures on ihe site that could be
�ffected by the proposed activity, based an the folfawing information:
IMP�dRTANT NQTE: The information recorded on this farm has not
necessariiy been derified b� the Carps and sF�ould not be relied upon far
later jurisdictional de#erminatiaRs.
Signafi�re and date of
Regulatory Project Manager
(REQUIREC�)
4
�l �
I
v , r ,�
Signature and date af
persan r�questing preliminary JD
(REQU6RED, u�6ess obtaining
the s�gnatu�e is kmpracticable)

Estimated
Cowardin amount of Class of
Site Number Latitude Longitude Class aquatic aquatic
resource in resource
review area
1(SA) 33.902571 -78.441020 R3UB2 15 linear feet Non-section
10, non-
wetland
(perennial
stream)
2(SA) 33.902860 -78.440224 R3UB2 15 linear feet Non-section
10, non-
wetland
(intermittent
stream)
3(WA) 33.902882 -78.440167 PF01/4A 0.01 acres Non-section
10 - wetland

NC DWQ Stream Identification Form Version 4.11
Date: July 13, 2015 Project/Site: Ocean Isle Beach Latitude: -78.439973
Roundabout / SA-01/Kilbart Slough
Evaluator: Christopher Dustin County: Brunswick Longitude: 33.902877
Total Points: Other: Wilmington
stream;Sat�east;,,ter,,,;tte„t;f 33.5 Stream Determination: Perennial e.g. QuadName:
>_19 or perennial if>30 SHALLOTTE
A. Geomorphology (Subtotal = 16 ) 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, 0 1 2 3 3
ripplepool sequence
4. Particle size of stream substrate 0 1 2 3 2
5. Active/relic floodplain 0 1 2 3 1
6. Depositional bars or benches 0 1 2 3 2
7. Recent alluvial deposits 0 1 2 3 0
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 1
11. Second or greater order channel No = 0 Yes = 3 0
' aniriciai ditcnes are not ratea; see discussions in manual.
B. Hydrology (Subtotal = 9.5 )
12. Presence of Baseflow
13. Iron oxidizing bacteria
14. Leaflitter
15. Sediment on plants or debris
16. Organic debris lines or piles
17. Soil-based evidence of hiah water table?
C.
18
19
20
21
22
23
24
25
26
Biology (Subtotal = 8 )
Fibrous roots in streambed
Rooted upland plants in streambed
Macrobenthos (note diversity and abundance)
Aquatic Mollusks
Fish
Crayfish
Amphibians
Wetland plants in streambed
il stream may also be identified using other methods. See
Notes:
Sketch:
Absent � Weak � Moderate � Strong I SCORE
0 1
0 1
1.5 1
0 0.5
0 0.5
No=O
2 3
2 3
0.5 0
1 1.5
1 1.5
Yes=3
Absent Weak Moderate Strong
3 2 1 0
3 2 1 0
0 1 2 3
0 1 2 3
0 0.5 1 1.5
0 0.5 1 1.5
0 0.5 1 1.5
0 0.5 1 1.5
FACW=0.75; OBL=1.5 Other=0
3
1
1
1
0.5
3
SCORE
3
3
1
0
0
0
1
0
0

WETLAND DETERMINATION DATA FORM - Atlantic and Gulf Coastal Plain Region
Project/Site: Ocean Isle Beach Roundabout City/County: Brunswick Sampling Date: 15-Nov-15
Applicant/Owner: NCDOT Division 3 State: NC Sampling Point: yVA_UP03
Investigator(s): Christopher Dustin Section, Township, Range: S T R
Landform (hillslope, terrace, etc.): Hillside Local relief (concave, convex, none): convex Slope: 3,p %/ 1,7 °
Subregion (LRR or MLRA): LRR T Lat.: 33.90257 Long.: -78.440198 Datum: NAD83
soil Map unit Name: Ln - Leon fine sand NWI classi�cation: UPLAND
Are climatic/hydrologic conditions on the site typical for this time of year? Yes C' No � (If no, explain in Remarks.)
Are Vegetation U , Soil ❑ , or Hydrology U significantly disturbed? Are "Normal Circumstances" present? Yes � No �
Are Vegetation ❑ , Soil ❑ , or Hydrology ❑ naturally problematic? (If needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS - Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes C No �
Is the Sampled Area
Hydric Soil Present? Yes � No � .)
within a Wetland? Y25 � NO C
Wetland Hydrology Present? Yes � No �
Remarks:
HYDROLOGY
Wetland Hydrology Indicators: Secondary Indicators (minimum of 2 required)
Primary Indicators (minimum of one required; check all that apply) � surface soil Cracks (g5)
[� Surface Water (Al) [I Aquatic Fauna (613) � Sparsely Vegetated Concave Surface (68)
U High Water Table (A2) � Marl Deposits (B15) (LRR U) ❑ Drainage Patterns (B10)
❑ Saturation (A3) U Hydrogen Sulfide Odor (Cl) L Moss Trim Lines (616)
❑ Water Marks (Bl) ❑ Oxidized Rhizospheres along Living Roots (C3) � Dry Season Water Table (C2)
❑ Sediment Deposits (62) ❑ Presence of Reduced Iron (C4) ❑ Crayfish Burrows (C8)
❑ Drift Deposits (B3) ❑ Recent Iron Reduction in Tilled Soils (C6) ❑ Saturation Visible on Aerial Imagery (C9)
❑ Algal Mat or Crust (B4) ❑ Thin Muck Surface (C7) � Geomorphic Position (D2)
❑ Iron Deposits (BS) [ I Other (Explain in Remarks) �� Shallow Aquitard (D3)
❑ Inundation Visible on Aerial Imagery (B7) ❑ FAC-Neutral Test (DS)
� Water-Stained Leaves (B9) �� Sphagnum moss (D8) (LRR T, U)
Field Observations:
�
Surface Water Present? Yes `�� No • Depth (inches):
Water Table Present? Yes � NO � Depth (inches):
Saturation Present? Wetland Hydrology Present? Ye5 �� NO �
(includes capillary frinqe) Yes � No � Depth (inches):
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region - Version 2.0

VEGETATION (Five/Four Strata) - Use scientific names of plants.
Dominant Sampling Point:
Species?
Absolute Ret.Strat. Indicator pominance Test wo�ksheet:
Tree Stratum (Plot size: _ ) % Cover Cover Status
Number of Dominant Species
1, Pinus taeda 15 i� 60.0% FAC That are OBL, FACW, or FAC:
2. Liriodendron tulipifera 10 '� 40.0% FACU
3. 0 � 0.0% Total Number of Dominant
Species Across AIl Strata:
4. 0 �� 0.0%
5, o ❑ 0.0°io Percent of dominant Species
6, o ❑ o.o�io That Are OBL, FACW, or FAC:
7, 0 �_I 0.0% Prevalence Index worksheet:
WA UP03
4 (A)
5 (B)
80.0% (A/B)
$, o I._ I o.o�io Total % Cover of: Multiplv bv:
50% of Total Cover: 12.5 20% of Total Cover: 5 25 = Total Cover OBL speci es Q x 1=
Sapling or Sapling/Shrub Stratum (Plot size:
1 . Quercus nigra
2.
3.
4.
5.
6.
7.
$.
50% of Total Cover: 7.5 20% of Total Cover:
Shrub Stratum (Plot size: )
1. �
2.
3.
4.
5.
6.
50% of Total Cover: 0 20% of Total Cover:
Herb Stratum (Plot size: )
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
50% of Total Cover: 0 20% of Total Cover:
Woody Vine Stratum (Plot size:
1 , Smilax rotundifolia
2. Vitis rotundifolia
3. ,
4.
5.
50% of Total Cover: 22.5
)
3
0
0
20% ofTotal Cover: 9
Remarks: (If observed, list morphological adaptations below).
)
15
0
0
0
0
0
0
0
15
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
25
20
0
0
0
45
� 100.0% FAC
� 0.0%
-� 0.0%
�� 0.0%
� 0.0%
_I o.o�ro
❑ o.o�io
�
� 0.0%
= Total Cover
� 0.0%
� o.o�io
. J o.o�ro
�.� 0.0%
� o.o�ro
� o.o�ro
= Total Cover
� o.o�ro
� 0.0%
� 0.0%
� o.o�ro
� 0.0°/a
� o.o�io
� 0.0%
� 0.0%
� 0.0%
I� 0.0%
�� 0.0%
,� 0.0%
= Total Cover
� 55.6% FAC
i� 44.4% FAC
� 0.0%
_I o.o�ro
� 0.0%
= Total Cover
FACW species 0
FAC species 75
FACU species 10
uP� species �
column Totals: 85
x 2 =
x 3 =
x 4 =
x 5 =
CA)
0
0
225
40
0
265 �B�
Prevalence Index = B/A = 3.118
Hydrophytic Vegetation Indicators:
__ 1- Rapid Test for Hydrophytic Vegetation
id; 2- Dominance Test is > 50%
�_� 3- Prevalence Index is <_3A 1
I-I Problematic Hydrophytic Vegetation 1(Explain)
1 Indicators of hydric soii and wetland hydrology must
be present, unless disturbed or problematic.
Definition of Vegetation Strata:
Tree - Woody plants, excluding woody vines,
approximately 20 ft (6 m) or more in height and 3 in.
(7.6 cm) or larger in diameter at breast height (DBH).
Sapling - Woody plants, excluding woody vines,
approximately 20 ft (6 m) or more in height and less
than 3 in. (7.6 cm) DBH.
Sapling/Shrub - Woody plants, excluding vines, less
than 3 in. DBH and greater than 3.28 ft (1 m) tall.
Shrub - Woody plants, exduding woody vines,
approximately 3 to 20 ft (1 to 6 m) in height.
Herb - All herbaceous (non-woody) plants, including
herbaceous vines, regardless of size, and woody
plants, except woody vines, less than approximately
3 ft (1 m) in height.
Woody vine - All woody vines, regardless of height.
Hydrophytic
Vegetation
Present? YES � NO �
*Indicator suffix = National status or professional decision assigned because Regional status not defined by FWS.
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region - Version 2.0

S�IL Sampling Point: WA UP03
Profiie Description: (Describe to the depth needed to document the indicator or con�rm the absence of indicators.)
Depth Matrix Redox Features
(inches) Color fmoistl % Color lmoistl % Tv�e 1 Locz Teuture Remarks
0-6 lOYR 4/2 100 Sand
6-12 lOYR 4/3 100 Sand
1 Type: C=Concentration. D=Depletion. RM=Reduced Matrix, CS=Covered or Coated Sand Grains zLocation: PL=Pore Lining. M=Matrix
Hydric Soil Indicators: Indicators for Problematic Hydric Soils3:
� Histosol (Al) ❑ Polyvalue Below Surface (S8) (LRR S, T, U) ❑ 1 cm Muck (A9) (LRR O)
❑ Histic Epipedon (A2) �] Thin Dark Surface (S9) (LRR S, T, U) ❑ Z �m Muck (A10) (LRR S)
❑ Black Histic (A3) ❑ Loamy Mucky Mineral (Fl) (LRR O) ❑ Reduced Vertic (F18) (outside MLRA 150A,B)
❑ Hydrogen Sulfide (A4) ❑ Loamy Gleyed Matrix (F2) ❑ Piedmont Floodplain Soils (F19) (LRR P, S, T)
❑ Stretified Layers (AS) ❑ Depleted Matrlx (F3) ❑ Anomalous Bright Loamy Soils (F20) (MLRA 153B)
❑ Organic Bodies (A6) (LRR P, T, U) � Redox Dark Surface (F6) ❑ Red Parent Material (TF2)
❑ 5 cm Mucky Mineral (A7) (LRR P, T, U) U Depleted Dark Surface (F7)
❑ Very Shallow Dark Surface (TF12)
❑ Muck Presence (A8) (LRR U) [� Redox Depressions (F8)
❑ 1 cm Muck A9 LRR P, T n Other (Explain in Remarks)
� ) � ) ❑ Marl (F10) (LRR U)
❑ Depleted Below Dark Surface (All) ❑ Depleted Ochric (Fll) (MLRA 151)
❑ Thick Dark Surface (Al2) ❑ Iron-Manganese Masses (F12) (LRR 0, P, T)
❑ Coast Prairie Redox (A16) (MLRA 150A) ❑ Umbric Surface (F13) (LRR P, T, U)
❑ Sandy Muck Mineral (Sl) (LRR O, S) ❑ Delta Ochric (F17) (MLRA 151)
3Indicators of hydrophytic vegetation and
❑ Sandy Gleyed Matrix (S4) ❑ Reduced Vertic (F18) (MLRA 150A, 150B) wetland hydrology must be present,
❑ Sandy Redox (SS) � Piedmont Floodplain Soils (F19) (MLRA 149A) unless disturbed or problematic.
❑ Stripped Matrix (S6) ❑ Anomalous Bright Loamy Soils (F20) (MLRA 149A, 153C, 153D)
❑ Dark Surface (57) (LRR P, S, T, U)
Restrictive Layer (if observed):
Type:
Depth (inches): Hydric Soil Present? Y25 �� NO �
Remarks:
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region - Version 2.0

WETLAND DETERMINATION DATA FORM - Atlantic and Gulf Coastal Plain Region
Project/Site: Ocean Isle Beach Roundabout City/County: Brunswick Sampling Date: 15-Nov-15
Applicant/Owner: NCDOT Division 3 State: NC Sampling Point: yVA_WET03
Investigator(s): Christopher Dustin Section, Township, Range: S T R
Landform (hillslope, terrace, etc.): Gulch or Gully Local relief (concave, convex, none): Slope: 0.0 %/ OA �
Subregion (LRR or MLRA): LRR T Lat.: 33.90257 Long.: -78.440198 Datum: NAD83
Soil n7ap unit Name: Lo-Leon fine sand NWI classi�cation: PFO
Are climatic/hydrologic conditions on the site typical for this time of year? Yes C' No � (If no, explain in Remarks.)
Are Vegetation U , Soil ❑ , or Hydrology U significantly disturbed? Are "Normal Circumstances" present? Yes � No �
Are Vegetation ❑ , Soil ❑ , or Hydrology ❑ naturally problematic? (If needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS - Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes C No �
Is the Sampled Area
Hydric Soil Present? Yes � No � Yes � No �
Wetland Hydrology Present? Yes � No � W�thin a wetland?
Remarks:
HYDROLOGY
Wetland Hydrology Indicators: Secondary Indicators (minimum of 2 required)
Primary Indicators (minimum of one required; check all that apply) � surface soil Cracks (g5)
[� Surface Water (Al) [I Aquatic Fauna (613) � Sparsely Vegetated Concave Surface (68)
U High Water Table (A2) � Marl Deposits (B15) (LRR U) ❑ Drainage Patterns (B10)
[� Saturation (A3) U Hydrogen Sulfide Odor (Cl) L Moss Trim Lines (616)
❑ Water Marks (Bl) ❑ Oxidized Rhizospheres along Living Roots (C3) � Dry Season Water Table (C2)
❑ Sediment Deposits (62) ❑ Presence of Reduced Iron (C4) ❑ Crayfish Burrows (C8)
❑ Drift Deposits (B3) ❑ Recent Iron Reduction in Tilled Soils (C6) ❑ Saturation Visible on Aerial Imagery (C9)
❑ Algal Mat or Crust (B4) ❑ Thin Muck Surface (C7) � Geomorphic Position (D2)
❑ Iron Deposits (BS) [ I Other (Explain in Remarks) �� Shallow Aquitard (D3)
❑ Inundation Visible on Aerial Imagery (B7) �I FAC-Neutral Test (DS)
� Water-Stained Leaves (B9) �� Sphagnum moss (D8) (LRR T, U)
Field Observations:
Surface Water Present? Yes � No � Depth (inches):
Water Table Present? Yes � NO � Depth (inches):
Saturation Present? , Wetland Hydrology Present? Ye5 � NO �
(includes capillary frinqe) Yes � No G Depth (inches):
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region - Version 2.0

VEGETATION (Five/Four Strata) - Use scientific names of plants.
Dominant Sampling Point:
Species?
Absolute Ret.Strat. Indicator pominance Test wo�ksheet:
Tree Stratum (Plot size: 30' ) % Cover Cover Status
Number of Dominant Species
1, Acer rubrum 25 i� 45.5% FAC That are OBL, FACW, or FAC:
2. Liquidambar styraciflua 20 !� 36.4% FAC
3. 10 � lg.Z% Total Number of Dominant
Species Across AIl Strata:
4. 0 l� 0.0%
5, o ❑ 0.0°io Percent of dominant Species
6, o ❑ o.o�io That Are OBL, FACW, or FAC:
7, = 0 �_I 0.0% Prevalence Index worksheet:
WA WET03
6 (A)
6 (B)
100.0% (A/B)
$, o I._ I o.o�io Total % Cover of: Multiplv bv:
50% of Total Cover: 27.5 20% of Total Cover: 11 55 = Total Cover OBL speci es Zp x 1= Zp
Sapling or Sapling/Shrub Stratum (Plot size:
1 . Magnolia grandiflora
2.
3.
4.
5.
6.
7.
$.
50% of Total Cover: 5 20% of Total Cover:
Shrub Stratum (Plot size: )
1. �
2.
3.
4.
5.
6.
50% of Total Cover: 0 20% of Total Cover:
Herb Stratum (Plot size: )
1 . Woodwardia areolata
2, Juncus effusus
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
50% of Total Cover: 10 20% of Total Cover:
Woody Vine Stratum (Plot size:
1 , Smilax laurifolia
2.
3.
4.
5.
50% of Total Cover: 2.5
)
2
0
4
20% ofTotal Cover: 1
Remarks: (If observed, list morphological adaptations below).
)
10
0
0
0
0
0
0
0
10
0
0
0
0
0
0
0
5
15
0
0
0
0
0
0
0
0
0
0
zo
5
0
0
0
0
5
� 100.0% FAC
� 0.0%
-� 0.0%
�� 0.0%
� 0.0%
_I o.o�ro
❑ o.o�io
�� 0.0%
= Total Cover
� 0.0%
� o.o�io
. J o.o�ro
�.� 0.0%
� o.o�ro
� o.o�ro
= Total Cover
I� 25.0% OBL
I� 75.0% OBL
� 0.0%
� o.o�ro
� 0.0°/a
� o.o�io
� 0.0%
� 0.0%
� 0.0%
I� 0.0%
�� 0.0%
! � 0.0%
= Total Cover
� 100.0% FACW
� 0.0%
� o.o�io
_I o.o�ro
� 0.0%
= Total Cover
FACw species 5 x 2= 10
FAC species 55 x 3= 165
FACU species � x 4= �
uP� species � x 5= �
column Totals: 80 (A) 195 �B�
Prevalence Index = B/A = 2.438
Hydrophytic Vegetation Indicators:
__ 1- Rapid Test for Hydrophytic Vegetation
id; 2- Dominance Test is > 50%
idi 3- Prevalence Index is <_3A 1
I-I Problematic Hydrophytic Vegetation 1(Explain)
1 Indicators of hydric soii and wetland hydrology must
be present, unless disturbed or problematic.
Definition of Vegetation Strata:
Tree - Woody plants, excluding woody vines,
approximately 20 ft (6 m) or more in height and 3 in.
(7.6 cm) or larger in diameter at breast height (DBH).
Sapling - Woody plants, excluding woody vines,
approximately 20 ft (6 m) or more in height and less
than 3 in. (7.6 cm) DBH.
Sapling/Shrub - Woody plants, excluding vines, less
than 3 in. DBH and greater than 3.28 ft (1 m) tall.
Shrub - Woody plants, exduding woody vines,
approximately 3 to 20 ft (1 to 6 m) in height.
Herb - All herbaceous (non-woody) plants, including
herbaceous vines, regardless of size, and woody
plants, except woody vines, less than approximately
3 ft (1 m) in height.
Woody vine - All woody vines, regardless of height.
Hydrophytic
Vegetation
Present? YES � NO �
*Indicator suffix = National status or professional decision assigned because Regional status not defined by FWS.
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region - Version 2.0

S�IL Sampling Point: WA WET03
Profiie Description: (Describe to the depth needed to document the indicator or con�rm the absence of indicators.)
Depth Matrix Redox Features
(inches) Color fmoistl % Color lmoistl % Tv�e 1 Locz Teuture Remarks
0-12 lOYR 2/1 100 Sandy Loam
1 Type: C=Concentration. D=Depletion. RM=Reduced Matrix, CS=Covered or Coated Sand Grains zLocation: PL=Pore Lining. M=Matrix
Hydric Soil Indicators: Indicators for Problematic Hydric Soils3:
� Histosol (Al) ❑ Polyvalue Below Surface (S8) (LRR S, T, U) ❑ 1 cm Muck (A9) (LRR O)
❑ Histic Epipedon (A2) �] Thin Dark Surface (S9) (LRR S, T, U) ❑ Z �m Muck (A10) (LRR S)
❑ Black Histic (A3) ❑ Loamy Mucky Mineral (Fl) (LRR O) ❑ Reduced Vertic (F18) (outside MLRA 150A,B)
❑ Hydrogen Sulfide (A4) ❑ Loamy Gleyed Matrix (F2) ❑ Piedmont Floodplain Soils (F19) (LRR P, S, T)
❑ Stretified Layers (AS) ❑ Depleted Matrlx (F3) ❑ Anomalous Bright Loamy Soils (F20) (MLRA 153B)
❑ Organic Bodies (A6) (LRR P, T, U) � Redox Dark Surface (F6) ❑ Red Parent Material (TF2)
❑ 5 cm Mucky Mineral (A7) (LRR P, T, U) U Depleted Dark Surface (F7)
❑ Very Shallow Dark Surface (TF12)
❑ Muck Presence (A8) (LRR U) [� Redox Depressions (F8)
❑ 1 cm Muck A9 LRR P, T n Other (Explain in Remarks)
� ) � ) ❑ Marl (F10) (LRR U)
❑ Depleted Below Dark Surface (All) ❑ Depleted Ochric (Fll) (MLRA 151)
❑ Thick Dark Surface (Al2) ❑ Iron-Manganese Masses (F12) (LRR 0, P, T)
❑ Coast Prairie Redox (A16) (MLRA 150A) ❑ Umbric Surface (F13) (LRR P, T, U)
❑ Sandy Muck Mineral (Sl) (LRR O, S) ❑ Delta Ochric (F17) (MLRA 151)
3Indicators of hydrophytic vegetation and
❑ Sandy Gleyed Matrix (S4) ❑ Reduced Vertic (F18) (MLRA 150A, 150B) wetland hydrology must be present,
❑ Sandy Redox (SS) � Piedmont Floodplain Soils (F19) (MLRA 149A) unless disturbed or problematic.
U Stripped Matrix (S6) ❑ Anomalous Bright Loamy Soils (F20) (MLRA 149A, 153C, 153D)
� Dark Surface (57) (LRR P, S, T, U)
Restrictive Layer (if observed):
Type:
Depth (inches): Hydric Soil Present? Y25 ��� NO �
Remarks:
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region - Version 2.0

Photo 1: SA facing upstream at inlet
Photo 2: SA facing downstream past outlet / Wetland A

��
Photo 3: SA facing upstream towards outlet / Wetland A
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Photo 4: Wetland A wetland soils

Photo 5: Wetland A upland soils

4 �. C'}�; .q�rc���I
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Install a Rour�da�out vn I'+IC. l79 (�eact� Ur.) at ��' 94� (Cau�e4��av� Dr.j l S�
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:�
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.fr `� so.k

July 28, 2015
To:
Stonewall Mathis
NCDOT
Highway Division 3
5501 Barbados Blvd.
Castle Hayne, NC 28429
From: Christopher Dustin
SEPI Engineering & Construction
5030 New Centre Drive, Suite B
Wilmington, NC 28403
Re: Evaluation of Natural Communities and Threatened and Endangered
Species.
NCDOT Ocean Isle Beach Roundabout, Ocean Isle Beach, Brunswick County,
NC.
An evaluation of natural communities and threatened and endangered (T&E)
species for the NCDOT Ocean Isle Beach Roundabout project located in Brunswick
County included GIS based review of aerial imagery, USDA soil survey mapping,
USGS topographic mapping and LiDAR imagery; a wetland and stream
delineation; review of the North Carolina Natural Heritage Program (NCNHP) web-
based mapping tool; and a field survey by qualified environmental scientists.
Sixteen federally threatened and endangered species are listed in Brunswick
County by the US Fish & Wildlife Service (USFWS), including American alligator
(T), 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),
Northern long-eared bat (T), Piping plover (T), Red-cockaded wood pecker (E),
Red knot (T), West Indian manatee (E), Wood stork (T), Cooley's meadowrue (E),
Rough-leaved loosestrife (E) and Seabeach amaranth (T).
Review of the NCNHP GIS data layer indicated that habitat for American alligator
exists throughout the project site. Due to the close proximity of the Cape Fear
River and its tributaries the American alligator could inhabit the adjacent wetlands
and streams.
Review of the NCNHP web-based mapping tool did not show any other current
observances within the project corridor. A field survey of the project site was
conducted on June 17th 2015. Due to the development of the site and being
heavily maintained, no suitable habitat for the federally listed T&E species in
Brunswick County are present within the project area.
�.{�n�. ��
Christopher Dustin
Environmental Scientist
SEPI Engineering and Construction
5030 New Centre Drive, Suite B
Wilmington, NC Z8403
910-512-1587

Susan Westberry
From: Wilson, Travis W. <[e-mail]>
Sent: Tuesday, March 04, 2014 3:26 PM
To: Mathis, Stonewall D
Subject: RE: Eyota Drive Pipe Replacement proposal in Brunswick County
Stoney I wanted to confirm that WRC will not request an in water work moratorium for this project.
NOTE: NEW PHONE NUMBER AND MAILING ADDRESS
Travis W. Wilson
Eastern Region Highway Project Coordinator
Habitat Conservation Program
NC Wildlife Resources Commission
1718 Hwy 56 West
Creedmoor, NC 27522
Phone: [phone]
Fax: [phone]
[e-mail]
From: Mathis, Stonewall D
Sent: Monday, February 17, 2014 7:48 AM
To: Baker, Jessi E; Wilson, Travis W.
Cc: Mathis, Stonewall D
Subject: FW: Eyota Drive Pipe Replacement proposal in Brunswick County
Hey Jessi and Travis,
Would you require an in water work moratorium at subject location for subject project and if so what would be the
dates of the in water work moratorium? NCDOT would utilize a dam on the downstream end and a turbidity curtain on
the upstream end of our project to minimize turbidity issues while maintaining downstream flows via a bypass pumping
operation. Please let me know if you need additional information to make your decision.
Thank you,
Stoney
From: Mathis, Stonewall D
Sent: Tuesday, February 11, 2014 4:21 PM
To: Lane, Stephen
Cc: Mathis, Stonewall D
Subject: Eyota Drive Pipe Replacement proposal in Brunswick County
Hey Stephen,
Please see the attached maps, one aerial and one topo, of subject project location. NCDOT proposes to replace the
existing two 24 inch pipes at sixty feet long (note that the existing pipe situation is one on top of the other; the bottom
pipe is hard to see) with one 87"Wx63"Hx55'Long Aluminum Arch Culvert. Please let me know if this action would
require a permit from the NCDCM. Also, please let me know if I can provide additional information to aid you in making
your decision. Lat and Long are shown on the attached maps.

Thank you,
Stoney
Email correspondence to and from this sender is subject to the N.C. Public Records Law and may be disclosed to third parties.

Susan Westberry
From:
Sent:
To:
Subject:
Hi Stoney,
Lane, Stephen <[e-mail]>
Friday, March 21, 2014 9:48 AM
Mathis, Stonewall D
RE: Eyota Drive Pipe Replacement proposal in Brunswick County
Just wanted to follow up with written documentation, that as we discussed during our March 11, 2014 visit to the pipe
replacement project over Kilbart Slough on Eyota Drive in Brunswick County, the project is not located within one of
NCDCM's AECs, therefore the project will not require a CAMA permit from the NCDCM. Please let me know if I may be
of any further assistance.
Sincerely,
Stephen Lane
Coastal Management Representative
From: Mathis, Stonewall D
Sent: Tuesday, February 11, 2014 4:21 PM
To: Lane, Stephen
Cc: Mathis, Stonewall D
Subject: Eyota Drive Pipe Replacement proposal in Brunswick County
Importance: High
Hey Stephen,
Please see the attached maps, one aerial and one topo, of subject project location. NCDOT proposes to replace the
existing two 24 inch pipes at sixty feet long (note that the existing pipe situation is one on top of the other; the bottom
pipe is hard to see) with one 87"Wx63"Hx55'Long Aluminum Arch Culvert. Please let me know if this action would
require a permit from the NCDCM. Also, please let me know if I can provide additional information to aid you in making
your decision. Lat and Long are shown on the attached maps.
Thank you,
Stoney
Email correspondence to and from this sender is subject to the N.C. Public Records Law and may be disclosed to third parties.

Susan Westberry
From:
Sent:
To:
Subject:
Stoney,
Baker, Jessi E <[e-mail]>
Friday, March 28, 2014 9:17 AM
Mathis, Stonewall D
RE: Eyota Drive Pipe Replacement proposal in Brunswick County
In that case, no marine fisheries moratorium will be required at this location.
Thanks
Jessi
Jessi Baker, I'isheries Resource Specialist
NC Division of Coastal Management
400 Commerce Avenue
Morehead City, NC 28557
[phone] ext. 213
jessi.baker(a�ncdenr.gov
Please visit www.nccoastalmanaqement.net to subscribe to
Coastal Management's quarterly newsletter, the CAMAgram.
E-mail correspondence to and from this address may be subject to the
North Carolina Public Records Law and may be disclosed to third parties.
From: Mathis, Stonewall D
Sent: Sunday, March 16, 2014 7:16 AM
To: Baker, Jessi E; Wilson, Travis W.
Cc: Mathis, Stonewall D; Lane, Stephen
Subject: RE: Eyota Drive Pipe Replacement proposal in Brunswick County
Hey Jessi,
I say that a fish could not reasonably travel from the waterway to our project location as there is a functioning riser pipe
in the pond downstream of our project location. The elevation difference between the surface water of the pond
upstream of the riser pipe is about five feet higher than the surface water elevation of the pond downstream of the riser
pipe. Please let me know if you need additional information. Please reply.
Thank you,
Stoney
From: Baker, ]essi E
Sent: Monday, February 17, 2014 2:48 PM
To: Mathis, Stonewall D; Wilson, Travis W.
Subject: RE: Eyota Drive Pipe Replacement proposal in Brunswick County

Stoney,
Could a fish travel from the waterway up to this point or are there obstructions?
Jessi
From: Mathis, Stonewall D
Sent: Monday, February 17, 2014 7:48 AM
To: Baker, Jessi E; Wilson, Travis W.
Cc: Mathis, Stonewall D
Subject: FW: Eyota Drive Pipe Replacement proposal in Brunswick County
Ney Jessi and Travis,
Would you require an in water work moratorium at subject location for subject project and if so what would be the
dates of the in water work moratorium? NCDOT would utilize a dam on the downstream end and a turbidity curtain on
the upstream end of our project to minimize turbidity issues while maintaining downstream flows via a bypass pumping
operation. Please let me know if you need additional information to make your decision.
Thank you,
Stoney
From: Mathis, Stonewall D
Sent: Tuesday, February 11, 2014 4:21 PM
To: Lane, Stephen
Cc: Mathis, Stonewall D
Subject: Eyota Drive Pipe Replacement proposal in Brunswick County
Hey Stephen,
Please see the attached maps, one aerial and one topo, of subject project location. NCDOT proposes to replace the
existing two 24 inch pipes at sixty feet long (note that the existing pipe situation is one on top of the other; the bottom
pipe is hard to see) with one 87"Wx63"Hx55'Long Aluminum Arch Culvert. Please let me know if this action would
require a permit from the NCDCM. Also, please let me know if I can provide additional information to aid you in making
your decision. Lat and Long are shown on the attached maps.
Thank you,
Stoney
Email correspondence to and from this sender is subject to the N.C. Public Records Law and may be disclosed to third parties.

Pra�ect Traehii+� a'+1n. (ly+terxell U3e}
15-04-�D37
REVISED
HIST(?RIC ARCHITECTURE AP�ID LANDSCAP�S
N� SU[�V�Y REQUII�ED FURM
This Form only pertains ta Histaric Architecture and Landscapes for this prc�ject, It
is not valid Foi� Arehaeo�agical Resc�urces. You must �anstalt sep�rately with the
Ar�haeolagy Grnup.
F'Rf).iFCT INF+I�ItMATION
Praj�ct Na: SS-49(73BR C'aunty: Brunswick
YY'BSN�.: �#�315.1.FR1 Docrrrrrent
Ty e:
,�'ecl..4irt Na: HSIF-0179(5} Fu�rling, S#ate X Fecica•al
�F'�cleral `�es X 1�(a P�rmi�
Permit s : Type(s :
Prvi�ct I��scri�tr'on: Construct a raundabout at the intersection af NC 179 �6each Driv�e,
SUV}, �!C 9�4 (Ca�seway arive), and �R 1184 {Qcean Isle Beach Raad, 51N} (no off-site
detvur �lanned�. REVISED {Nov�emher �015}; additian �f temporary dams in Kilbart
Slau h sauth of NC 179 see attached aerial detail .
SUMINARY OF HISTOrRIC ARCH�TI��C'TUl�t� A1tiU LA�Ill�(.:AYi{�� ��,�;V1r:w
Descrr �ti�n v r�vie�� rrctivaties resr�fts rrr�rl cc�ncltesions: HPCJWeb re�iewed on 7 A�ril ��15 and
yPelded no N�i, SL� L�, C7E, or 5S properties in khe Area vf Potential EfFects (APE}, Brunswi�k Gaunty
current GI5 mapping, ae�ial phatography, and �ax infarmation indicated an APE of cfear�d, cflmmercial
parcels with resourGes dating to the 1g7�s-2Qi�s (viewed 7 April 2Q15}. The majarity c�f resour�ces are
locat�d in the SW and S� quadrarats af the intersection; the Ode�l Williamson Municipal Airpart occupies
th� �iE quadrant. Gaogle Nlaps'"Street View" confirmed the absence vf critical historic structures and
landscapes in the APE �viewed 7 April 2U15}. Design revisian is within vrigin�l A{�'� (sp�cifically
near resources dating frvrn 199Us and 2llU0s}, sa "rro survey required" cafl remains valyd.
No architecturai su�vey is required for th� pra�ect as curr�n#ly defned.
T3'liy tlre rrvrrr'lable i�,farmcrtiof� ��aviries a r�lr'able 6rrsrs fnr r�rrsanablv urerlrctin� tlrrrl tlrere
rrre nv r�tzirl���ti ted si �ri rcarit lristr�ric rrrcf�itecicrrrrl or lranrlscrr e resorrrc�s ir� tfie �°r�'�ct
rrr�rr; The APE extends 85� #eet from t�e cenker of the intersection (I�,S,E,VIf} and 15� feet to either side
o� the �lC ��9, NC 904, and 5R 1184 �enterlines to enc�ompass prapased construction �ctivities.
Comprehensive architectural surrey af Brranswick County (2�f19-201Uj, as well as ather iravestigatians,
recorded no properties in the APE. Caunty �IS�tax r�aterials and o�her visuals elearly i0lustrate the
�b�ence of signifieant architectura! and landsea�e resc��arces. �he sec�ion af iVC 9�4 sou�h of NC 179 is
included in the reai�w of 14-�7-QOUS {]u3y 22, 2D14), which also concludes that no signifieant resc��r�es
are presen�. No National Register-listed prope�ties are lac�te� within the AP�.
Shauld any aspect of the design chang� ,
please natify NCDt7T Histarie Architecture as additia�al re�iew may be necessary.
SUPP{]�i�T ll�CUI1�ENT,r�'['�+[�N
i� Map(s} �]Pre�vious Survey Inio. []�'hnios X Co�respanelence ❑Design Plan�
FINDING �Y NCI)QT ARCHITECTURAL HIST(Ji�IAN
Histc� �'c Ai•chitecture and Landscapes -- NC] SUItVEY R�C�UIR�d
NCDC�T Architectu�•al Hist�rian
II;fat�
ffisdt�P•ic rir�clrrleclrrre ru�d l.nr�cfsralxs tVC) S(lltl�'1sY ft1;�J[Ifftl:�[)fnr•nr firr hfiaanl• "1'rrr�rsporlarinn 1'rojccts a.s ()rr�afrfiexl ti� Ih� 20dJ7!'P•n�r•m��tart�rc A�;r�e�nirarl.

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�oundabvut at NG 1�9 and �JC 9D4 and SR 1184
Shaflottelace�ar� Isle Beach, Brur�swick Caunty
� z�� �oo �,000 �,�Qo 2,000 -�,�.c�i �o . 15-C�`1-�1[���"
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Patrick, Vanessa E
From: Susan Westk�erry �[e-mail]7
Sen#� Monday, Nouernber 3Q, 2015 4:13 PM
To: Patrick, Vanessa E
Sul�ject:
Attachments:
Fo11ow U� Flag:
Flag Sta#us:
Hi Vanessa
R�unciabouk in Brs��swicic Cou�nty NC 179f�1C 9b4 & SR 118A
DIB additienal outlet area.png; Brunswiekf�C179hJC9D45R1184NaSurvey.pdf
Fo11aw up
Completed
I left yau a voicema4f this afternoon regarding this project — k�ut this map rnay prave mare useful.
Since the time of ya�ar original review in May (aitached�, it has come ta light that NCo01� will need sc�me temparary
dams in the stream whi�h may result in r�ir�imal �raund disturban�e and clearing �t tihe outlet end af the pipe that
carries Kif�art 5}ough. This area was likely nat previously cs�nsidered as th� autiet enc6 af the pi�e is a coe�pl�,lf�ew
hUndred feet frvm the inlet. Please see the attached rnarked up photo. The c�utlet end of the pipe is taw�rd the far east
side of the red three s�ded figure. The cantractar wauld possib9y be laying pump hvses acrass the maintained yard/fot
t�p get to this autl�t end and wauld also like9y'�e doing minimal clearing and ground t�isiurbanee an the c+utlet end of the
pipe tn the brush/woc�ded area. Please advise on how this affects your cail.
Thank yr�u
Susan
�{^ ����
� cNri,vi�r.y,r.t t
i 13� h 3'�. L[ 1 v O li
Susan Westberry, AICP,'PWS, CPESC, LSSIT
5enivr Enviranmental Plarrner
;�3� New �entre Drive, Suite B
UVllil'lingtC7i1, NC 2�4�3
l�irect. �1D.55a.3257
Mobile: 91fi.612.21�1
Mai� Line: 91C1.523.5715
wwuv.se ien ineerin .com

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Pr•oject Ti^acking No.:
15-04-0037
���r> NO ARCHAEOLOGICAL SURVEY REQUIRED FORM ������,
r ��: ''� � " {9�
� ; This form only pertains to ARCHAEOLOGICAL RESOURCES for this project. It is not � � j
�� �, °�� valid for Historic Architecture and Landscapes. You must consult separately with the ���� ��s�
���-`' m, � . �J� ;��
�,n��;. Historic Architecture and Landscapes Group. ,�,
PROJECT INFORMATION
Project No.
F.A. No
Ss-4903br
44315.I.FR1; 44315.3.1
HSIP-Ol 79(5)
Federal Pe�mit Required? ❑ Yes
County: Brunswick
Document: CE
Funding.• ❑ State
� No Permit Type:
� Federal
Project Description: NCDOT proposes to remove the signal and construct a roundabout at the
intersection of NC l 79 (Beach Drive)/NC 904 (Causeway Drive) and SR 1184 (SW Ocean Isle Beach
Road). Federal funding is involved, therefore, for purposes of archaeological review, Section 106 of the
National Historic Preservation Act applies for this undertaking. As an intersection improvement, the Area
of Potential Effect has no standard width or length, however, it is described as being 0.311 miles long and
ROW of 60-100 feet in width, with a small amount of additional new ROW required in the NE and NW
quadrants. Easements will be necessary parallel to the ROW near the traffic circle. The APE for this
project is the limits of all earthmoving construction activities associated with the new roundabout,
generally bound within existing ROW, new ROW or easements.
SUMMARY OF CULTURAL RESOURCES REVIEW
Brief description of review activities, results of review, and conclusions:
Detailed project design mapping was available and compared to aerial mapping. The project area is
developed with a mixture of dense and sparse commercial properties and an airport facility. The Office of
State Archaeology was visited to review archaeological mapping and to reference any known
archaeological surveys. Several archaeological sites were identified in the 1960s nearby by Stanley
South, but they were on different landforms than the current undertaking. The southern portion of the
project was reviewed by P.J. Mohler for PA # 14-07-0005, a multiuse path on NC 904, resulting in a
recommendation of no archaeological survey required. The project area was visited by NCDOT
archaeologist in May, 2015. A pedestrian survey and photodocumentation was conducted of the APE.
Generally, the APE was found to be disturbed by the modern developments, parking lots, drainage and
utilities. Only slivers of new ROW or easements are required far the construction of the new roundabout.
The likelihood of encountering intact, NRHP-eligible resources are slim based on the small scale of the
expansion and the preexisiting disturbances.
Brief Explanation of why the available information provides a reliable basis for reasonably predicting
that there are no unidentified historic properties in the APE:
The project area can be described as urbanized and developed, including utilities, ditchwork and extensive
parking lots and driveways. The extent of the construction project is constrained, requiring a small
amount of new ROW and some easei�ents which, by pedestrian survey, can be considered disturbed.
Based on the relatively small scale of expansion and the degree of disturbances within the APE, it is
unlikely that intact, significant archaeological sites would be encountered or impacted by the project.
"No ARCHAEOLOGYSURVEYREQUlXED "JormJor the Amended Minor Transporlation Projects as QualifieA rn the 2015 Programmafic Agree»tent.
1 of6

SUPPORT DOCUMENTATION
See attached: � Map(s) ❑ Previous Survey Info
❑ Photocopy of County Survey Notes
FINDING BY NCDOT ARCHAEOLOGIST
NO ARCHAEOLOGYSURVEYREOUIRED
Jrl_•'. y�I %..�'�.n.. '
� Photos
Other:
Pr•oject Ti^acking No.:
15-04-0037
❑Correspondence
ll/17/2015
�OT ARCHAEOLOGIST Date
Figure 1. View showing NC 179 (Beach Drive) at NC 904 (Causeway Drive) showing typical
development in close proximity to the roadway.
"No ARCHAEOLOGYSURI/F.YREQUlRFD"JormJor the Amended Minor Transporlation Projects as QualifieArn the 2015 Programmafic Agr-eement.
2 of6

Prroject Tracking No.:
15-04-0037
P� 'I 5-��-aCl3i, Rou�dabc��t at
�� � ��r �� �'�� r�CIC� �f'� � � $�
"No ARCHAEOLOGYS(IRVF. V RF,QUfRED "for�m for the Amended Minor� Transportation Projects as Qual�ed in the 201 S Programmatic Agreement.
3 of6

Pr•oject Traclzing No.:
15-04-0037
PA 15-�0�-C�C�3�, Rc��n�da�bout at
NC 179r N� 9�4 an� 5R 11 ��
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4 of 6

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Susan Westberry
From:
Sent:
To:
Cc:
Subject:
Attachments:
Mathis, Stonewall D <[e-mail]>
Monday, November 30, 2015 3:20 PM
Susan Westberry
Mathis, Stonewall D
FW: PA 15-04-0037, roundabout in Brunswick County NC 179/NC 904 & SR 1184
OIB additional outlet area.png
From: Overton, Brian P
Sent: Tuesday, November 17, 2015 2:53 PM
To: Mathis, Stonewall D
Cc: Wilkerson, Matt T
Subject: RE: PA 15-04-0037, roundabout in Brunswick County NC 179/NC 904 & SR 1184
Stoney and Matt,
I have looked at the mapping you provided that identifies an area at the southern end of the roundabout project as an
area of potential disturbance. Thank you for thinking of this and keeping us informed.
The results of my review and the previous review (PA 14-07-0005 by Paul Mohler) in close proximity the multiuse path
suggest no further work would be required for the operation you have described. I also double checked a scan of
mapping showing archaeological sites nearby, and there are none at this location. I think you can include this email in
your project folder to demonstrate our coordination on this development, unless Matt W. recommends I make an
amendment to the PA form.
Unrelated to the project though of general interest, perhaps, to you, further east along the Kilbart Slough there are
pockets of Native American sites where that resource is better defined.
Unless Matt or you request a modification to the form, I think this construction consideration can be documented as
considered and resolved.
Thank you. —Brian
From: Mathis, Stonewall D
Sent: Tuesday, November 17, 2015 2:34 PM
To: Overton, Brian P
Cc: Wilkerson, Matt T; Mathis, Stonewall D
Subject: RE: PA 15-04-0037, roundabout in Brunswick County NC 179/NC 904 & SR 1184
Thank you Brian.
In reading through your report, a recent development came to mind. It turns out that we may need some temporary
dams in the stream which may result in minimal ground disturbance and clearing at the outlet end of the pipe that
carries Kilbart Slough which was likely not previously considered as the outlet end of the pipe is a couple/few hundred
feet from the inlet. Please see the attached marked up photo. The outlet end of the pipe is toward the far east side of
the red three sided figure. The contractor would possibly be laying pump hoses across the maintained yard/lot to get to
this outlet end and would also likely be doing minimal clearing and ground disturbance on the outlet end of the pipe in
the brush/wooded area. Please advise on how this affects your call. Again, this has just developed last week and
reading through your report of the minimal right of way and easements called this to mind. Please advise.
Thank you,
Stoney

From: Overton, Brian P
Sent: Tuesday, November 17, 2015 2:24 PM
To: Mathis, Stonewall D
Cc: Wilkerson, Matt T
Subject: PA 15-04-0037, roundabout in Brunswick County NC 179/NC 904 & SR 1184
Stoney,
Please find attached to this email a.pdf version of the No Archaeological Survey Required form for the roundabout
proposed at NC 179/NC 904 and SR 1184 in Brunswick County.
Let me know if you have any questions. Thank you, -Brian
Email correspondence to and from this sender is subject to the N.C. Public Records Law and may be disclosed to third parties.
Email correspondence to and from this sender is subject to the N.C. Public Records Law and may be disclosed to third parties.