20201965 Ver 1_Southport AJD Packet_20201211

December 2, 2020

Email Transmittal: [e-mail]

Mr. Gary Beecher
US Army Corps of Engineers
69 Darlington Avenue
Wilmington, NC 28403

Dear Mr. Beecher

Subject: Approved Jurisdictional Determination for
5201 Southport supply road, Southport, Brunswick County, North
Carolina
CEC Project # 183-049

LETTER OF TRANSMITTAL

WE ARE SENDING YOU: ☐ Preliminary JD Package ☒ Approved JD Package ☐ Other

ON BEHALF OF: GLT PROPERTIES LLC: POC GREG TAYLOR

ATTACHMENTS INCLUDED:

NO. DESCRIPTION
1 Preliminary ORM
2 Jurisdictional Determination Request Form
3 Agent Authorization Form
4 Jurisdictional Determination Form with Aquatic Resources Table
5 Properties Owner Deed Information; 2210003706 & 2210003708
6 Letter Report
7 Figure 1. Vicinity Map
8 Figure 2. USGS Topographic Map
9 Figure 3a. Current Aerial Map
10 Figure 3b. Historic Aerial Map
11 Figure 4a. USDA-NRCS Current Soil Survey of Brunswick County
12 Figure 4b. USDA-NRCS Historic Soil Survey of Brunswick County
13 Figure 5. National Wetland Inventory
14 Figure 6. Jurisdictional Boundaries
15 USACE Wetland Determination Data Forms
16 NCDEQ Stream Classification Forms
17 Photographs

Mr. Gary Beecher - US Army Corps of Engineers
CEC Project 183-049
Page 2
December 2, 2020
THESE ARE TRANSMITTED as checked below:
☒For verification and signature ☒ Revisions per field visit ☐ As requested ☐ As submitted
REMARKS: Mr. Beecher, we are submitting the requested revisions for the Approved JD
package for your verification and signature.
Please don’t hesitate to contact Kevin Thomas at 410-259-4745 or [e-mail] should
you have any questions or comments regarding this request.
Sincerely,
Kevin Thomas, PWS & NCLSS Jesse Degnan, Ecologist
Senior Project Manager Project Manager 1
Preliminary ORM Data Entry Fields for New Actions

ACTION ID #: SAW- Begin Date (Date Received):

Prepare file folder Assign Action ID Number in ORM

1. Project Name [PCN Form A2a]:

2. Work Type: Private Institutional Government Commercial

3. Project Description / Purpose [PCN Form B3d and B3e]:

4. Property Owner / Applicant [PCN Form A3 or A4]:

5. Agent / Consultant [PNC Form A5 – or ORM Consultant ID Number]:

6. Related Action ID Number(s) [PCN Form B5b]:

7. Project Location – Coordinates, Street Address, and/or Location Description [PCN Form B1b]:

8. Project Location – Tax Parcel ID [PCN Form B1a]:

9. Project Location – County [PCN Form A2b]:

10. Project Location – Nearest Municipality or Town [PCN Form A2c]:

11. Project Information – Nearest Waterbody [PCN Form B2a]:

12. Watershed / 8-Digit Hydrologic Unit Code [PCN Form B2c]:

Authorization: Section 10 Section 404 Section 10 and 404

Regulatory Action Type:

Standard Permit Pre-Application Request
Nationwide Permit # Unauthorized Activity
Regional General Permit # Compliance
Jurisdictional Determination Request No Permit Required

Revised 20150602
Jurisdictional Determination Request
Version: May 2017 Page 1

This form is intended for use by anyone requesting a jurisdictional determination (JD) from the
U.S. Army Corps of Engineers, Wilmington District (Corps). Please include all supporting
information, as described within each category, with your request. You may submit your request
via mail, electronic mail, or facsimile. Requests should be sent to the appropriate project
manager of the county in which the property is located. A current list of project managers by
assigned counties can be found on-line at:
http://www.saw.usace.army.mil/Missions/RegulatoryPermitProgram/Contact/CountyLocator.aspx,
by calling 910-251-4633, or by contacting any of the field offices listed below. Once your
request is received you will be contacted by a Corps project manager.

ASHEVILLE & CHARLOTTE REGULATORY
FIELD OFFICES
US Army Corps of Engineers
151 Patton Avenue, Room 208
Asheville, North Carolina 28801-5006
General Number: [phone]
Fax Number: [phone]

RALEIGH REGULATORY FIELD OFFICE
US Army Corps of Engineers
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
General Number: [phone]
Fax Number: [phone]
WASHINGTON REGULATORY FIELD OFFICE
US Army Corps of Engineers
2407 West Fifth Street
Washington, North Carolina 27889
General Number: [phone]
Fax Number: [phone]

WILMINGTON REGULATORY FIELD OFFICE
US Army Corps of Engineers
69 Darlington Avenue
Wilmington, North Carolina 28403
General Number: 910-251-4633
Fax Number: [phone]

INSTRUCTIONS:
All requestors must complete Parts A, B, C, D, E, F and G.
NOTE TO CONSULTANTS AND AGENCIES: If you are requesting a JD on behalf of a
paying client or your agency, please note the specific submittal requirements in Part H.
NOTE ON PART D – PROPERTY OWNER AUTHORIZATION: Please be aware that
all JD requests must include the current property owner authorization for the Corps to
proceed with the determination, which may include inspection of the property when
necessary. This form must be signed by the current property owner(s) or the owner(s)
authorized agent to be considered a complete request.
NOTE ON PART D - NCDOT REQUESTS: Property owner authorization/notification for
JD requests associated with North Carolina Department of Transportation (NCDOT)
projects will be conducted according to the current NCDOT/USACE protocols.
NOTE TO USDA PROGRAM PARTICIPANTS: A Corps approved or preliminary JD
may not be valid for the wetland conservation provisions of the Food Security Act of
1985. If you or your tenant are USDA Program participants, or anticipate participation in
USDA programs, you should also request a certified wetland determination from the local
office of the Natural Resources Conservation Service, prior to starting work.
Jurisdictional Determination Request
Version: May 2017 Page 2
A. PARCEL INFORMATION
Street Address: _______________________________________________
City, State: _______________________________________________
County:
Parcel Index Number(s) (PIN):
B. REQUESTOR INFORMATION
Name:
Mailing Address:
_________________________________________
Telephone Number: _________________________________________
Electronic Mail Address: ________________________________________
Select one:
I am the current property owner.
I am an Authorized Agent or Environmental Consultant1
Interested Buyer or Under Contract to Purchase
Other, please explain. ________________________________________
__________________________________________________________
C. PROPERTY OWNER INFORMATION2
Name:
Mailing Address:
Telephone Number:
Electronic Mail Address:
_______________________________________________________________________________________________________________________
1 Must provide completed Agent Authorization Form/Letter.
2 Documentation of ownership also needs to be provided with request (copy of Deed, County GIS/Parcel/Tax Record).
Jurisdictional Determination Request
Version: May 2017 Page 3
D.PROPERTY ACCESS CERTIFICATION3,4
By signing below, I authorize representatives of the Wilmington District, U.S. Army Corps of
Engineers (Corps) to enter upon the property herein described for the purpose of conducting on-
site investigations, if necessary, and issuing a jurisdictional determination pursuant to Section
404 of the Clean Water Act and/or Section 10 of the Rivers and Harbors Act of 1899. I, the
undersigned, am either a duly authorized owner of record of the property identified herein, or
acting as the duly authorized agent of the owner of record of the property.
Print Name
Capacity: Owner Authorized Agent5
Date
Signature
E.REASON FOR JD REQUEST: (Check as many as applicable)
I intend to construct/develop a project or perform activities on this parcel which would be
designed to avoid all aquatic resources.
I intend to construct/develop a project or perform activities on this parcel which would be
designed to avoid all jurisdictional aquatic resources under Corps authority.
I intend to construct/develop a project or perform activities on this parcel which may
require authorization from the Corps, and the JD would be used to avoid and minimize
impacts to jurisdictional aquatic resources and as an initial step in a future permitting
process.
I intend to construct/develop a project or perform activities on this parcel which may
require authorization from the Corps; this request is accompanied by my permit application
and the JD is to be used in the permitting process.
I intend to construct/develop a project or perform activities in a navigable water of the
U.S. which is included on the district Section 10 list and/or is subject to the ebb and flow of
the tide.
A Corps JD is required in order obtain my local/state authorization.
I intend to contest jurisdiction over a particular aquatic resource and request the Corps
confirm that jurisdiction does/does not exist over the aquatic resource on the parcel.
I believe that the site may be comprised entirely of dry land.
Other:___________________________________________________________________
_______________________________________________________________________
3 For NCDOT requests following the current NCDOT/USACE protocols, skip to Part E.
4 If there are multiple parcels owned by different parties, please provide the following for each additional parcel on a
continuation sheet.
5 Must provide agent authorization form/letter signed by owner(s).
Jurisdictional Determination Request
Version: May 2017 Page 4

F. JURISDICTIONAL DETERMINATION (JD) TYPE (Select One)

I am requesting that the Corps provide a preliminary JD for the property identified herein.

A Preliminary Jurisdictional Determination (PJD) provides an indication that there may
be “waters of the United States” or “navigable waters of the United States”on a property.
PJDs are sufficient as the basis for permit decisions. For the purposes of permitting, all
waters and wetlands on the property will be treated as if they are jurisdictional “waters of
the United States”. PJDs cannot be appealed (33 C.F.R. 331.2); however, a PJD is
“preliminary” in the sense that an approved JD can be requested at any time. PJDs do
not expire.

I am requesting that the Corps provide an approved JD for the property identified herein.

An Approved Jurisdictional Determination (AJD) is a determination that
jurisdictional “waters of the United States” or “navigable waters of the United
States” are either present or absent on a site. An approved JD identifies the limits of
waters on a site determined to be jurisdictional under the Clean Water Act and/or
Rivers and Harbors Act. Approved JDs are sufficient as the basis for permit
decisions. AJDs are appealable (33 C.F.R. 331.2). The results of the AJD will be
posted on the Corps website. A landowner, permit applicant, or other “affected
party” (33 C.F.R. 331.2) who receives an AJD may rely upon the AJD for five years
(subject to certain limited exceptions explained in Regulatory Guidance Letter 05-
02).

I am unclear as to which JD I would like to request and require additional information
to inform my decision.

G. ALL REQUESTS

Map of Property or Project Area. This Map must clearly depict the boundaries of the
review area.

Size of Property or Review Area acres.

The property boundary (or review area boundary) is clearly physically marked on the site.

Jurisdictional Determination Request
Version: May 2017 Page 5

H. REQUESTS FROM CONSULTANTS

Project Coordinates (Decimal Degrees): Latitude: ______________________
Longitude: ______________________

A legible delineation map depicting the aquatic resources and the property/review area.
Delineation maps must be no larger than 11x17 and should contain the following: (Corps
signature of submitted survey plats will occur after the submitted delineation map has been
reviewed and approved).6
 North Arrow
 Graphical Scale
 Boundary of Review Area
 Date
 Location of data points for each Wetland Determination Data Form or tributary
assessment reach.
For Approved Jurisdictional Determinations:
 Jurisdictional wetland features should be labeled as Wetland Waters of the US, 404
wetlands, etc. Please include the acreage of these features.
 Jurisdictional non-wetland features (i.e. tidal/navigable waters, tributaries,
impoundments) should be labeled as Non-Wetland Waters of the US, stream, tributary,
open water, relatively permanent water, pond, etc. Please include the acreage or linear
length of each of these features as appropriate.
 Isolated waters, waters that lack a significant nexus to navigable waters, or non-
jurisdictional upland features should be identified as Non-Jurisdictional. Please
include a justification in the label regarding why the feature is non-jurisdictional (i.e.
“Isolated”, “No Significant Nexus”, or “Upland Feature”). Please include the acreage
or linear length of these features as appropriate.
For Preliminary Jurisdictional Determinations:
 Wetland and non-wetland features should not be identified as Jurisdictional, 404,
Waters of the United States, or anything that implies jurisdiction. These features can be
identified as Potential Waters of the United States, Potential Non-wetland Waters of
the United States, wetland, stream, open water, etc. Please include the acreage and
linear length of these features as appropriate.

Completed Wetland Determination Data Forms for appropriate region
(at least one wetland and one upland form needs to be completed for each wetland type)

____________________________________________________________________________
6 Please refer to the guidance document titled “Survey Standards for Jurisdictional Determinations” to ensure that the
supplied map meets the necessary mapping standards. http://www.saw.usace.army.mil/Missions/Regulatory-Permit-
Program/Jurisdiction/
Jurisdictional Determination Request
Version: May 2017 Page 6

Completed appropriate Jurisdictional Determination form
• PJDs, please complete a Preliminary Jurisdictional Determination Form7 and include the
Aquatic Resource Table
• AJDs, please complete an Approved Jurisdictional Determination Form8

Vicinity Map

Aerial Photograph

USGS Topographic Map

Soil Survey Map

Other Maps, as appropriate (e.g. National Wetland Inventory Map, Proposed Site
Plan, previous delineation maps, LIDAR maps, FEMA floodplain maps)

Landscape Photos (if taken)

NCSAM and/or NCWAM Assessment Forms and Rating Sheets

NC Division of Water Resources Stream Identification Forms

Other Assessment Forms

_____________________________________________________________________________
7 www.saw.usace.army.mil/Portals/59/docs/regulatory/regdocs/JD/RGL_08-02_App_A_Prelim_JD_Form_fillable.pdf
8 Please see http://www.saw.usace.army.mil/Missions/Regulatory-Permit-Program/Jurisdiction/

Principal Purpose: The information that you provide will be used in evaluating your request to determine
whether there are any aquatic resources within the project area subject to federal jurisdiction under the regulatory authorities referenced above. Routine Uses: This information may be shared with the Department of Justice and other federal, state, and local
government agencies, and the public, and may be made available as part of a public notice as required by federal law. Your name and property location where federal jurisdiction is to be determined will be included in the
approved jurisdictional determination (AJD), which will be made available to the public on the District's website
and on the Headquarters USAGE website.
Disclosure: Submission of requested information is voluntary; however, if information is not provided, the
request for an AJD cannot be evaluated nor can an AJD be issued.

ACCESS AUTHORIZATION

PROJECT NAME: FNB BANK- SOUTHPORT; 5201 SOUTHPORT-SUPPLY ROAD

PARCEL IDS: 2210003706 & 2210003708

PROPERTY OWNER GLT PROPERTIES LLC: POC GREG TAYLOR

PROPERTY OWNER (SIGNATURE):____________________________________

OWNER ADDRESS, PHONE # & EMAIL:
1406 CASTLE HAYNE ROAD
WILMINGTON, NC 28401
PHONE: [phone]
EMAIL: [e-mail]

THE ABOVE SIGNED, REGISTERED PROPERTY OWNER(S) OF THE ABOVE NOTED PROPERTY, DO HEREBY
ALLOW CIVIL & ENVIRONMENTAL CONSULTANTS INC. (CEC) ACCESS TO THE ABOVE LISTED
PROPERTIES FOR PURPOSES OF LAND SURVEYING, FIELD INVESTIGATION AND DELINEATION OF
POTENTIAL WATERS OF THE U.S. AND REVIEW OF LAND DISTURBING ACTIVITIES INCLUDING SITE
GRADING AND FILLING.

CEC PROJECT #: 183-049

U.S. ARMY CORPS OF ENGINEERS
REGULATORY PROGRAM
APPROVED JURISDICTIONAL DETERMINATION FORM (INTERIM)
NAVIGABLE WATERS PROTECTION RULE

Page 1 of 3 Form Version 10 June 2020_updated
I. ADMINISTRATIVE INFORMATION
Completion Date of Approved Jurisdictional Determination (AJD): Select.
ORM Number: SAW 2020-01714
Associated JDs: N/A or ORM numbers and identifiers (e.g. HQS-2020-00001-MSW -MITSITE).
Review Area Location1: State/Territory: North Carolina City: Southport County/Parish/Borough: Brunswick
Center Coordinates of Review Area: Latitude 33.948681 Longitude -78.041712

II. FINDINGS
A. Summary: Check all that apply. At least one box from the following list MUST be selected. Complete the
corresponding sections/tables and summarize data sources.
☐ The review area is comprised entirely of dry land (i.e., there are no waters or water features, including
wetlands, of any kind in the entire review area). Rationale: N/A or describe rationale.
☐ There are “navigable waters of the United States” within Rivers and Harbors Act jurisdiction within the
review area (complete table in Section II.B).
☒ There are “waters of the United States” within Clean Water Act jurisdiction within the review area
(complete appropriate tables in Section II.C).
☐ There are waters or water features excluded from Clean Water Act jurisdiction within the review area
(complete table in Section II.D).

B. Rivers and Harbors Act of 1899 Section 10 (§ 10)2
§ 10 Name § 10 Size § 10 Criteria Rationale for § 10 Determination
N/A. N/A. N/A N/A. N/A.
C. Clean Water Act Section 404
Territorial Seas and Traditional Navigable Waters ((a)(1) waters):3
(a)(1) Name (a)(1) Size (a)(1) Criteria Rationale for (a)(1) Determination
N/A. N/A. N/A. N/A. N/A.

Tributaries ((a)(2) waters):
(a)(2) Name (a)(2) Size (a)(2) Criteria Rationale for (a)(2) Determination
SA-1

697 linear
feet
(a)(2) Intermittent
tributary
contributes
surface water
flow directly or
indirectly to an
(a)(1) water in a
typical year.
Stream Area (SA) 1 originates along the western
boundary of the Project Area and generally flows in
a southern direction and abruptly flows east along
the southern boundary, then flows off-site, exiting at
the southeastern Project Area boundary toward
Dutchman Creek. On the NCDEQ Stream
Identification Form (version 4.11), Stream SA-1
scored 28.

1 Map(s)/figure(s) are attached to the AJD provided to the requestor.
2 If the navigable water is not subject to the ebb and flow of the tide or included on the District’s list of Rivers and Harbors Act Section 10 navigable
waters list, do NOT use this document to make the determination. The District must continue to follow the procedure outlined in 33 CFR part 329.14 to
make a Rivers and Harbors Act Section 10 navigability determination.
3 A stand-alone TNW determination is completed independently of a request for an AJD. A stand-alone TNW determination is conducted for a specific
segment of river or stream or other type of waterbody, such as a lake, where upstream or downstream limits or lake borders are established. A stand-
alone TNW determination should be completed following applicable guidance and should NOT be documented on the AJD Form.
U.S. ARMY CORPS OF ENGINEERS
REGULATORY PROGRAM
APPROVED JURISDICTIONAL DETERMINATION FORM (INTERIM)
NAVIGABLE WATERS PROTECTION RULE

Page 2 of 3 Form Version 10 June 2020_updated
Tributaries ((a)(2) waters):
(a)(2) Name (a)(2) Size (a)(2) Criteria Rationale for (a)(2) Determination

Lakes and ponds, and impoundments of jurisdictional waters ((a)(3) waters):
(a)(3) Name (a)(3) Size (a)(3) Criteria Rationale for (a)(3) Determination
N/A. N/A. N/A. N/A. N/A.

Adjacent wetlands ((a)(4) waters):
(a)(4) Name (a)(4) Size (a)(4) Criteria Rationale for (a)(4) Determination
WA-1 0.9 acre(s) (a)(4) Wetland
abuts an (a)(1)-
(a)(3) water.
WA-1 is located along the southern portion of the
Project Area and is directly connected to SA-1.
D. Excluded Waters or Features
Excluded waters ((b)(1) – (b)(12)):4
Exclusion Name Exclusion Size Exclusion5 Rationale for Exclusion Determination
N/A. N/A. N/A. N/A. N/A.
N/A. N/A. N/A. N/A. N/A.
III. SUPPORTING INFORMATION
A. Select/enter all resources that were used to aid in this determination and attach data/maps to this
document and/or references/citations in the administrative record, as appropriate.
☒ Information submitted by, or on behalf of, the applicant/consultant: See attached Letter Report with all
attached reference materials.
This information is sufficient for purposes of this AJD.
Rationale: N/A or describe rationale for insufficiency (including partial insufficiency).
☒ Data sheets prepared by the Corps: USACE Wetland Determination Forms & Antecedent Precipitation
Tool (Attachment A) & NC DEQ Stream ID Forms (Attachment B)
☒ Photographs: Aerial and Other: Photographs 1-37, Dated April 13th and 14th, 2020
☒ Corps site visit(s) conducted on: Date(s).
☒ Previous Jurisdictional Determinations (AJDs or PJDs): ORM Number(s) and date(s).
☒ Antecedent Precipitation Tool: provide detailed discussion in Section III.B.
☒ USDA NRCS Soil Survey: Figure 4A, NRCS Current soils Map (Web Soil survey of Brunswick County)
and Figure 4B, NRCS Published Soils Map (Soil Survey of Brunswick County Dated 1980)
☒ USFWS NWI maps: Figure 5, National Wetland Inventory Map (USFWS NWI Mapper)
☒ USGS topographic maps: Figure 2, USGS Topgraphic Map

Other data sources used to aid in this determination:
Data Source (select) Name and/or date and other relevant information
Other USGS data (specify) Figure 2, USGS Topographic Map

4 Some excluded waters, such as (b)(2) and (b)(4), may not be specifically identified on the AJD form unless a requestor specifically asks a Corps district
to do so. Corps districts may, in case-by-case instances, choose to identify some or all of these waters within the review area.
5 Because of the broad nature of the (b)(1) exclusion and in an effort to collect data on specific types of waters that would be covered by the (b)(1)
exclusion, four sub-categories of (b)(1) exclusions were administratively created for the purposes of the AJD Form. These four sub-categories are not
new exclusions, but are simply administrative distinctions and remain (b)(1) exclusions as defined by the NWPR.
U.S. ARMY CORPS OF ENGINEERS
REGULATORY PROGRAM
APPROVED JURISDICTIONAL DETERMINATION FORM (INTERIM)
NAVIGABLE WATERS PROTECTION RULE

Page 3 of 3 Form Version 10 June 2020_updated
Data Source (select) Name and/or date and other relevant information
Other USDA data (specify) Figure 4A, NRCS Current soils Map (Web Soil survey of Brunswick County)
and Figure 4B, NRCS Published Soils Map (Soil Survey of Brunswick County
Dated 1980)
NOAA Sources N/A.
Other USACE data (specify) N/A.
LiDAR data/maps Figure 5 NWI has NC DOT LiDAR base
Other information (specify) Site Location Map Figure 1 Vicinity Map (Dated 05.1.2020)
B. Typical year assessment(s):
Prior and during the investigation Brunswick County was not considered abnormally dry per
http://www.ncdrought.org/. Additionally, queries were made of the USACE Antecedent Rain Database,
indicating that recent rainfall occurred in the Project Area and that the 30-day rolling total was higher than
the 30-year rolling total

C. Additional comments to support AJD: See attached Letter Report for all figures and attachments
referenced above.

Waters_Name State Cowardin_Code HGM_Code Meas_Type Amount Units Waters_Type NWPR_Determine_Code Latitude Longitude Local_Waterway
WA-1 Wetland NORTH CAROLINA PEM DEPRESS Area 0.9 ACRE A4WETABUT 33.94874061 -78.04171274 Dutchman Creek
SA-1 Intermittent Stream NORTH CAROLINA R4 RIVERINE Linear 697 FOOT A2TRIBINT 33.94859507 -78.04202927 Dutchman Creek
11/12/2020 Appraisal Card
https://tax.brunsco.net/itsnet/AppraisalCard.aspx?parcel=2210003706&TaxYear=2020 1/1
BRUNSWICK COUNTY 11/12/2020 1:59:58 PM
GLTPROPERTIES LLC Return/Appeal
Notes: Parcel: 2210003706
PLAT:
0035/0209
UNIQ ID
74410
80037261 ID NO: 209713035899
BRUNSWICK COUNTY (100), DOSHER HOSP TAX (100), SOUTHPORT (100),
SOUTHPORT FIRE (14)
CARD NO. 1
of 1
Reval Year: 2019 Tax Year:
2020 TR-B 2.01AC PLAT 35/209 2.0100 AC SRC=
Appraised by 66 on 07/02/2018 C327 SOUTHPORT SUPPY RD/LONG BEACH TW-03 CI-
21
FR-
14 EX-AT-LAST ACTION
20180808
CONSTRUCTION DETAIL MARKET VALUE DEPRECIATION CORRELATION OF VALUE
TOTAL POINT VALUE
BUILDING ADJUSTMENTS
TOTAL ADJUSTMENT
FACTOR
TOTAL QUALITY INDEX
USE MOD
Eff.
Area QUAL
BASE
RATE RCN EYB AYB CREDENCE TO
98 00 % GOOD DEPR. BUILDING VALUE - CARD 0
TYPE: VACANT LAND
STYLE:

DEPR. OB/XF VALUE - CARD 0
MARKET LAND VALUE - CARD 175,110
TOTAL MARKET VALUE - CARD 175,110
TOTAL APPRAISED VALUE - CARD 175,110
TOTAL APPRAISED VALUE - PARCEL 175,110
TOTAL PRESENT USE VALUE - PARCEL 0
TOTAL VALUE DEFERRED - PARCEL 0
TOTAL TAXABLE VALUE - PARCEL $175,110
PRIOR
BUILDING VALUE 0
OBXF VALUE 0
LAND VALUE 219,440
PRESENT USE VALUE 0
DEFERRED VALUE 0
TOTAL VALUE 219,440
PERMIT
CODE DATE NOTE NUMBER AMOUNT
ROUT: WTRSHD:
SALES DATA
OFF.
RECORD DATE DEED
TYPE Q/U V/I
INDICATE SALES
PRICEBOOKPAGEMOYR
03622 1124 3 2015 WD*U V 0
02409 1407 6 2006 WD U V 0
01787 0311 7 2003 WD U V 0
HEATED AREA
NOTES

SUBAREA
TYPE
GS
AREA %
RPL
CS
FIREPLACE
SUBAREA
TOTALS
CODE QUALITY DESCRIPTION COUNT LTH WTH UNITS
UNIT
PRICE
ORIG %
COND BLDG#
SIZE
FACT AYB EYB
ANN DEP
RATE OVR
%
COND
OB/XF DEPR.
VALUE
TOTAL OB/XF VALUE 0
BUILDING DIMENSIONS
LAND INFORMATION
HIGHEST AND
BEST USE
USE
CODE
LOCAL
ZONING
FRON
TAGE DEPTH
DEPTH
/ SIZE
LND
MOD
COND
FACT
OTHER
ADJUSTMENTS AND
NOTES
RF AC LC TO OT
ROAD
TYPE
LAND
UNIT
PRICE
TOTAL
LAND
UNITS
UNT
TYP
TOTAL
ADJST
ADJUSTED
UNIT PRICE
LAND
VALUE
OVERRIDE
VALUE
LAND
NOTES
COMMERCIAL 0700 HC 126 175 1.0000 0 0.2000
TOPO/Frontage
PS 10.00 87556.000 SF 0.200 2.00 175112
TOTAL MARKET LAND DATA 175,110
TOTAL PRESENT USE DATA
11/12/2020 Appraisal Card
https://tax.brunsco.net/itsnet/AppraisalCard.aspx?parcel=2210003708&TaxYear=2020 1/1
BRUNSWICK COUNTY 11/12/2020 2:00:52 PM
GLT PROPERTIES LLC Return/Appeal
Notes: Parcel: 2210003708
PLAT:
/
UNIQ ID
164360
SPLIT FROM ID
74408
80053785 ID NO: 209713038840
BRUNSWICK COUNTY (100), DOSHER HOSP TAX (100), SOUTHPORT (100), SOUTHPORT
FIRE (14)
CARD NO. 1
of 1
Reval Year: 2019 Tax Year:
2020 TR-C 3.05 ACRES PLAT 35/513 3.0500 AC SRC=
Appraised by 66 on 07/02/2018 C327 SOUTHPORT SUPPY RD/LONG BEACH TW-03 CI-
21
FR-
14 EX-AT-LAST ACTION
20180808
CONSTRUCTION DETAIL MARKET VALUE DEPRECIATION CORRELATION OF VALUE
TOTAL POINT VALUE
BUILDING ADJUSTMENTS
TOTAL ADJUSTMENT
FACTOR
TOTAL QUALITY INDEX
USE MOD
Eff.
Area QUAL
BASE
RATE RCN EYB AYB CREDENCE TO
98 00 % GOOD DEPR. BUILDING VALUE - CARD 0
TYPE: VACANT LAND
STYLE:

DEPR. OB/XF VALUE - CARD 0
MARKET LAND VALUE - CARD 265,720
TOTAL MARKET VALUE - CARD 265,720
TOTAL APPRAISED VALUE - CARD 265,720
TOTAL APPRAISED VALUE - PARCEL 265,720
TOTAL PRESENT USE VALUE - PARCEL 0
TOTAL VALUE DEFERRED - PARCEL 0
TOTAL TAXABLE VALUE - PARCEL $265,720
PRIOR
BUILDING VALUE 0
OBXF VALUE 0
LAND VALUE 318,860
PRESENT USE VALUE 0
DEFERRED VALUE 0
TOTAL VALUE 318,860
PERMIT
CODE DATE NOTE NUMBER AMOUNT
ROUT: WTRSHD:
SALES DATA
OFF.
RECORD DATE DEED
TYPE Q/U V/I
INDICATE SALES
PRICEBOOKPAGEMOYR
03816 0001 9 2016 SW*Q V 265000
03182 0737 8 2011 WD U V
HEATED AREA
NOTES

SUBAREA
TYPE
GS
AREA %
RPL
CS
FIREPLACE
SUBAREA
TOTALS
CODE QUALITY DESCRIPTION COUNT LTH WTH UNITS
UNIT
PRICE
ORIG %
COND BLDG#
SIZE
FACT AYB EYB
ANN DEP
RATE OVR
%
COND
OB/XF DEPR.
VALUE
TOTAL OB/XF VALUE 0
BUILDING DIMENSIONS
LAND INFORMATION
HIGHEST AND
BEST USE
USE
CODE
LOCAL
ZONING
FRON
TAGE DEPTH
DEPTH
/ SIZE
LND
MOD
COND
FACT
OTHER
ADJUSTMENTS AND
NOTES
RF AC LC TO OT
ROAD
TYPE
LAND
UNIT
PRICE
TOTAL
LAND
UNITS
UNT
TYP
TOTAL
ADJST
ADJUSTED
UNIT PRICE
LAND
VALUE
OVERRIDE
VALUE
LAND
NOTES
COMMERCIAL 0700 HC 95 285 1.0000 0 0.2000
Loc / Size
PS 10.00 132858.000 SF 0.200 2.00 265716
TOTAL MARKET LAND DATA 265,720
TOTAL PRESENT USE DATA

December 2, 2020
ELECTRONIC SUBMITTAL
[e-mail]

Ms. Rachelle Vopal
First National Bank of Pennsylvania
100 Federal Street
Pittsburgh PA, 15212

Dear Ms. Vopal:

Subject: Preliminary Waters of the United States Delineation & Evaluation
5201Southport Supply Road, Southport, Brunswick County, North Carolina
CEC Project 183-049

This report summarizes the results of CEC’s desktop and on-site Preliminary Waters of the
United State (WoUS) delineation and evaluation for potential impacts conducted for First
National Bank of Pennsylvania (Client) totaling approximately 5.06 acres, Parcels 2210003706
and 2210003708 (Project or Project Area), located at 5201Southport Supply Road, Southport,
Brunswick County, North Carolina.

The purpose of this desktop assessment and on-site WoUS delineation and evaluation was to
provide a preliminary jurisdictional opinion on the presence or absence of potential jurisdictional
WoUS and potential after the fact impacts within the designated Project Area, for preliminary
planning purposes.

1.0 BACKGROUND

WoUS are defined by the United States Army Corps of Engineers (USACE) and the U.S.
Environmental Protection Agency (EPA) as “those areas that are inundated or saturated by
surface or groundwater at a frequency and duration sufficient to support, and under normal
circumstances, do support a prevalence of vegetation adapted for life in saturated soil
conditions.” In order for an area to be classified as a jurisdictional wetland, hydrophytic
vegetation, hydric soils, and wetland hydrologic indictors must be present.

In North Carolina, the USACE and the EPA jointly regulate the discharge of dredged and fill
material within jurisdictional WoUS under Sections 401 and 404 of the Clean Water Act and
Section 10 of the Rivers and Harbors Act of 1899. WoUS includes territorial seas, navigable
coastal and inland lakes, rivers and streams (perennial and intermittent), and wetlands.
Jurisdictional features include wetlands, open waters, ponds, lakes and perennial/intermittent
streams. Jurisdictional features are regulated by the USACE and North Carolina Department of
Environmental Quality, Division of Water Quality (NC DEQ). Permit requirements are specific
to the type, location and amount of impacts, if proposed. Stormwater management plans and/or
mitigation for proposed impacts could be a requirement of the permit approval process.
Ms. Rachelle Vopal – First National Bank of Pennsylvania
CEC Project 183-049
Page 2
December 2, 2020

This assessment can be used to assist the Client with a preliminary review of the Project Area
only and is not considered final until verified by the USACE and NC DEQ. The following
supporting documents are provided:

Figure 1: Vicinity Map;
Figure 2: USGS Topographic Map;
Figure 3: Aerial Map;
Figure 4A: NRCS Current Soil Survey Map;
Figure 4B: NRCS Published Soil Survey Map;
Figure 5: National Wetlands Inventory (NWI) Map;
Figure 6: Potential Jurisdictional Boundaries Map;
Figure 7A: WA-1 Fill Impact with Aerial Base Map; and
Figure 7B: Wetland Area and Fill Impact Map.

Attachment A: Wetland Determination Data Form;
Attachment B: NC DEQ Stream Classification Forms; and
Attachment C: Representative Photographs.

2.0 CURRENT SITE CONDITIONS AND DESKTOP REVIEW

The Project Area is approximately 5.06 acres and currently consists of an existing construction
office building, with maintained grassed areas along the north and central Project Area with
some wooded hedge rows along the east, west and southern Project Area boundary and
sporadically wooded areas along the southern portions of the Project Area (Figures 1 & 3). Two
storm water ponds are located within the Project Boundary with one on the East and one on the
west Project Area boundary. Surrounding land use consists mainly of residential and commercial
development.

A review of available topography, United State Geologic Survey (USGS) information shows the
surrounding area to be gently sloping (Figure 2). The Project contains elevations ranging from
approximately 25 feet above mean sea level (amsl) to 20 feet amsl (Figure 5). The site overall
slopes gently downward to the south. No streams are indicated on the USGS map.

A review of the published and on-line National Resource Conservations Service (NRCS) Soil
Surveys for Brunswick County indicates there are hydric and potentially hydric, or wetland, soils
within the Project Area (Figures 4A & 4B).

A review of the National Wetlands Inventory (NWI) map indicates there are potential WoUS
within the Project Area boundary (Figure 5).

3.0 WATERSHED CLASSIFICATION AND BUFFER REQUIREMENTS

According to the NC DEQ, the Project is in the eight digit (Hydrologic Unit Code [HUC]-8:
(03030005) Cape Fear River Basin, the ten digit [HUC]-10: (0303000508) Walden Creek-Cape
Ms. Rachelle Vopal – First National Bank of Pennsylvania
CEC Project 183-049
Page 3
December 2, 2020

Fear River, and the twelve digit [HUC]-12: (030300050802) Jump and Run Creek-Gully Creek.
The UT on-site flows toward Dutchman Creek. Dutchman Creek is classified as “Class SC; Sw
& HQW Waters” by the NC DEQ.

All surface waters in North Carolina are assigned a primary classification by the NC DEQ, NC
Division of Water Resources (DWR). All waters must at least meet the standards for Class C
fishable or swimmable waters. The other primary classifications provide additional levels of
protection for primary water contact recreation (Class B) and drinking water (Water Supply
Classes I through V).

Class SC waters are defined as: All tidal salt waters protected for secondary recreation such as
fishing, boating, and other activities involving minimal skin contact; fish and noncommercial
shellfish consumption; aquatic life propagation and survival; and wildlife. The Sw Supplemental
classification is intended to recognize those waters which have low velocities and other natural
characteristics which are different from adjacent streams.

High Quality Waters (HQW) supplemental classifications are sometimes added by DWR to the
primary classifications to provide additional protection to waters with special uses or values.
Supplemental classification intended to protect waters which are rated excellent based on
biological and physical/chemical characteristics through Division monitoring or special studies,
primary nursery areas designated by the Marine Fisheries Commission, and other functional
nursery areas designated by the Marine Fisheries Commission.

Mandatory vegetative riparian buffers are not required by the NC DEQ based on the site locality
within the Cape Fear River Basin, per rule 15A NCAC 2B.0311: Development is not subject to
rule 15A NCAC 2H.1006, if the governing municipality has deemed that the development is
covered under a "5/70 provision" as described in Rule 15A NCAC 2B.0215(3)(b)(i)(E). Based
on observations, potential jurisdictional surface waters that may be subject to vegetative buffers
are located on the site. Development or stormwater setbacks that are specific to the proposed
development of the site could be required by the NC DEQ. Consultation with the local zoning
authority is recommended to determine site specific vegetation buffers adjacent to the features
located on the site prior to submittal for zoning approval.

4.0 PRELIMINARY JURISDICTIONAL REVIEW

This assessment utilized the 1987 USACE Wetland Delineation Manual, the 2018 Field
Indicators of Hydric Soils of the United States along with the USACE 2010 Regional
Supplement: Supplemental Guide ERDC/EL TR-10-20 (Regional Supplement to the Corps of
Engineers Wetland Delineation Manual: Atlantic and Gulf Coastal Plain Region (Version 2.0)
Charleston, SC District office.

Potential jurisdictional areas were delineated (flagged in the field), classified, and mapped with a
sub-foot Trimble Geo7X GPS unit using the USACE Routine On-Site Determination Method.
Ms. Rachelle Vopal – First National Bank of Pennsylvania
CEC Project 183-049
Page 4
December 2, 2020

Data representative of on-site jurisdictional wetland areas and non-jurisdictional upland areas
was collected and reported using Wetland Determination Data Forms (Attachment A).
Potential jurisdictional stream channels were classified according to NC DWQ Stream
Identification Form Version 4.11. CEC utilizes the NC DWQ stream classification forms in order
to document on-site stream conditions as requested by the USACE Wilmington District field and
Satellite offices. These classifications include sampling with a soil hand auger and D-shaped dip
net, collecting photographic documentation, and defining approximate breakpoints (location at
which stream changes classification) within each on-site stream channel. NC DWQ Stream
Classification Forms representative of on-site stream channels were used to document stream
conditions (Attachment B).

Representative photographs were taken of on-site aquatic features and existing site conditions
(Attachment C). The locations of mapped wetlands and other WoUS, Stream Classification
Points (SCP), Wetland or Upland Determination Data Points (DP), and representative
photographs, are depicted on (Figure 6).

5.0 RESULTS

5.1 WoUS Delineation and Determinations

On April 13 & 14th, 2020, CEC scientist Kevin Thomas, Professional Wetland Scientist (PWS)
and North Carolina Licensed Soil Scientist (NCLSS), performed the on-site preliminary WoUS
delineation and evaluation for potential fill impact, within the Project Area. Based on the results
of the field investigation, there are two features that would likely be considered potentially
jurisdictional within the Project Area (Figure 6). The two potentially jurisdictional features total
approximately 697 linear feet (l.f.) of stream, 0.90 acres of wetlands (Figure 6). These features
consist of one potential jurisdictional stream channel and one potential jurisdictional wetland.
However, these findings can only be considered preliminary and is not an official governmental
approval.

Streams
One potential jurisdictional stream channels exist within the Project Area (Figure 6; Table 1).
Stream Area (SA) 1 originates along the western boundary of the Project Area and generally
flows in a southern direction and abruptly flows east along the southern boundary, then flows
off-site, exiting at the southeastern Project Area boundary toward Dutchman Creek. SA 1 is
considered a Seasonally Relatively Permanent Waters (RPW) or (Intermittent stream).

Intermittent streams exhibit seasonal flow with weak geomorphological, hydrological, and
biological characteristics. The on-site intermittent stream generally included soil based evidence
of high water table, weak iron oxidizing bacteria, continuity of channel bed and bank, with some
aquatic biological activity.

Ms. Rachelle Vopal – First National Bank of Pennsylvania
CEC Project 183-049
Page 5
December 2, 2020

Table 1 - Summary of on-site Non-Wetland Waters of the United States within the Project Area
Jurisdictional
Stream SCP NC DEQ
Classification
NC DEQ
Score(s) Photograph(s) Linear
Footage
SA 1 SCP 1 Intermittent 28 6, 7, & 8 697
Stream Total 697*
* Rounded up to nearest whole number

Wetlands
One potential jurisdictional wetland, was identified within the Project Area (Figure 6, and Table
2).

Wetland Area WA 1 is located along the southern portion of the Project Area, along SA 1. At the
time of the investigation WA 1, had primary hydrologic indicators of high groundwater table and
shallow saturated soil, with a geomorphic position conducive to wetland development. WA 1 at
Data Point (DP) 1 Wet is dominated by red maple trees and loblolly pines with emergent
herbaceous layer of rushes and sensitive fern (Attachment A; DP 1 WET). The soils display thick
mucky, organic, mineral surface layer indicator A8 with a sandy gleyed matrix subsurface layer,
indicator of S4. Soils had a texture of sandy to loamy sand.

Table 2. Summary of On-Site Wetland Waters of the United States Within the Project Area
Jurisdictional
Wetland Data Point Cowardin
Classification Photograph(s) Acres
WA 1 DP 1 Wet PEM/PFO* 1, 2 & 3 0.90
Wetland Total 0.90
*Palustrine Emergent & Palustrine Forested Wetland

Non-Jurisdictional Upland Areas
No additional WoUS were delineated within the Project Areas (Figure 6). However, these
findings can only be considered preliminary and is not an official governmental approval. A
Wetland Determination Data Form representative of upland areas was collected within the
Project Area (Attachments A, B and C; Photographs 4, 5, 9, 10 & 11).

5.2 WETLAND IMPACT EVALUATION

Once the on-site preliminary WoUS delineation was completed, evaluation for potential fill
impact, within the Project Area was began. Based on the results of the field investigation, WA-1
has been impacted, specifically by fill (Figures 7A & 7B, & Attachment C; Photographs 12
through 37). WA-1 is likely to be considered jurisdictional WoUS.

CEC performed thirteen soil augers along the delineated wetland boundary at known staked
points, 400 through 412 as well as twenty other soil augers within the delineated boundary to
identify fill depths. Fill depths ranged from 0.5 inches below ground surface (in bgs.), near the
Ms. Rachelle Vopal – First National Bank of Pennsylvania
CEC Project 183-049
Page 6
December 2, 2020
toe of the fill, to 25 in bgs near the delineated wetland line. Fill depths were higher near the
delineated wetland line, along the north, and thinned toward the south, toward SA-1.
Total impact to WA-1 was 0.24 acres. CEC designated the areas of impact into three zones. Zone
one had 0.17 acres of fill, Zone two had 0.07 acres of fill, and Zone three had 0.0004 acres of fill.
At the time of the investigation SA-1 appeared to not have been impacted by the fill.
6.0 RECOMMENDATIONS
The Report and on-site preliminary evaluation provided by CEC represents our best professional
judgment regarding the potential of on-site wetlands and their impacts, streams, and other water
features at the time of the investigation that can be used for a preliminary assessment. However,
until a Jurisdictional Determination (JD) is issued by the regulatory agency or concurrence, these
findings can only be considered preliminary and is not an official governmental approval. CEC
recommends formal consultation with the USACE and NC DWR to discuss permitting of the
after-the-fact impacts and the development of a mitigation plan begin immediately.
Thank you for the opportunity to provide these services on this project. Please do not hesitate to
contact Kevin Thomas at [phone] or [e-mail] should you have any
questions or comments regarding this report.
Sincerely,
CIVIL & ENVIRONMENTAL CONSULTANTS, INC.
Kevin Thomas, PWS, NC LSS Todd Gingerich, PE
Senior Project Manager Principal
Attachments

FIGURES

DRAWN BY:
DATE:
APPROVED BY:
PROJECT NO:
FIGURE N O:1
SOUTHPORT FNB BANKSOUTHPORT, NORTH CAROLINA
MAK5/1/2020 1 " = 2,000 '
VICINITY MAP
KT KT*183-049CHECKED BY:
SCALE:\\MKRAMER\Share\Temp\183-049\Maps\PJWD\183049_PJWD_Fig1.mxd 5/1/2020 2:36 PM (mkramer)3701 Arco Corporate Dr., Suite 400 - Char lotte, NC 28273980-237-0373 800-365-2324www.cecinc.com
*Hand Signature on file
NORTH!a
0 2,000 4,0001,000
SCALE IN FEET
LEGEND
APPROXIMATE SITE BOUN DARY (5.04 ACR ES)APPROXIMATE SITE LOCATION
REFERENCEHTTP://GOTO.ARCGISONLINE.COM/MAPS/ESRI_STREETMAP, ACCESSED 5/1/2020
DRAWN BY:
DATE:
APPROVED BY:
PROJECT NO:
FIGURE N O:2
SOUTHPORT FNB BANKSOUTHPORT, NORTH CAROLINA
MAK5/1/2020 1 " = 2,000 '
USGS TOPOGRAPHIC MAP
KT KT*183-049CHECKED BY:
SCALE:\\MKRAMER\Share\Temp\183-049\Maps\PJWD\183049_PJWD_Fig2.mxd 5/1/2020 2:37 PM (mkramer)3701 Arco Corporate Dr., Suite 400 - Char lotte, NC 28273980-237-0373 800-365-2324www.cecinc.com
*Hand Signature on file
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0 2,000 4,0001,000
SCALE IN FEETLEGEND
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REFERENCEHTTP://GOTO.ARCGISONLINE.COM/MAPS/USA_TOPO_MAPS, ACCESSED 5/1/2020
USGS 7.5 MINUTE TOPOGRAPHIC MAP:SOUTHPORT, NORTH CAROLINA QUADRANGLEPUBLISHED 1985.
APPR OXIM ATE SITE LOCATION
DRAWN BY:
DATE:
APPROVED BY:
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FIGURE N O:3
SOUTHPORT FNB BANKSOUTHPORT, NORTH CAROLINA
MAK5/1/2020 1 " = 100 '
AERIAL MAP
KT KT*183-049CHECKED BY:
SCALE:\\MKRAMER\Share\Temp\183-049\Maps\PJWD\183049_PJWD_Fig3.mxd 5/1/2020 2:37 PM (mkramer)3701 Arco Corporate Dr., Suite 400 - Char lotte, NC 28273980-237-0373 800-365-2324www.cecinc.com
*Hand Signature on file
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0 100 20050
SCALE IN FEETLEGEND
APPROXIMATE SITE BOUN DARY (5.04 ACR ES)
BRUNSWICK COUNTY PARCELS
REFERENCE1. ESRI WORLD IMAGERY / ARCGIS MAP SERVICE:http://goto.arcgisonline.com/maps/World_Imagery,ACCESSED 5/1/2020, IMAGERY DATE: 2019.
2. BRUNSWICK COUNTY PARCELS OBTAINED FROM BRUNSWICK COUNTY OPEN DATA PORTAL
Mk
BaB
Tm
BO
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APPROVED BY:
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FIGURE N O:4A
SOUTHPORT FNB BANKSOUTHPORT, NORTH CAROLINA
MAK5/1/2020 1 " = 100 '
CURRENT SOILS MAP
KT KT*183-049CHECKED BY:
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SOIL MAP UNIT
REFERENCE1. ESRI WORLD IMAGERY / ARCGIS MAP SERVICE:http://goto.arcgisonline.com/maps/World_Imagery,ACCESSED 5/1/2020, IMAGERY DATE: 2019.
2. USDA, NRCS SOIL SURVEY GEOGRAPHIC (SSURGO)DATABASE. 2018.
Map Symbol Unit Description Hydric Status Acres
BaB Bayme ade fine sand, 1 to 6 pe rcent slope s Partially 3.3BOBohicket si lty clay loam Yes 0MkMuckalee loam Yes 0.6TmTomahawk l amy fi ne sand Partially 1.2
DRAWN BY:
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FIGURE N O:4B
SOUTHPORT FNB BANKSOUTHPORT, NORTH CAROLINA
MAK5/1/2020 1 " = 200 '
PUBLISHED SOILS MAP
KT KT*183-049CHECKED BY:
SCALE:\\MKRAMER\Share\Temp\183-049\Maps\PJWD\183049_PJWD_Fig4B.mxd 5/1/2020 2:35 PM (mkramer)3701 Arco Corporate Dr., Suite 400 - Char lotte, NC 28273980-237-0373 800-365-2324www.cecinc.com
*Hand Signature on file
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0 200 400100
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NRCS PUBLISHED STREAM
REFERENCE1. ESRI WORLD IMAGERY / ARCGIS MAP SERVICE:http://goto.arcgisonline.com/maps/World_Imagery,ACCESSED 5/1/2020, IMAGERY DATE: 2019.
2. USDA, NRCS SOIL SURVEY GEOGRAPHIC (SSURGO)DATABASE. 2018.
Map Symbol Unit Description Hydric Status Acres
BaB Bayme ade fine sand, 1 to 6 percent sl opes Partially 4.01MkMuckalee loam Yes 0.16TmTomahawk lamy fi ne sand Partially 0.89
E2EM1Pd
E2EM1Pd
PFO1Ad
PUBHx
PUBHx
PUBHx
R5UBH
DRAWN BY:
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FIGURE N O:5
SOUTHPORT FNB BANKSOUTHPORT, NORTH CAROLINA
MAK5/1/2020 1 " = 100 '
NAT IONA L WETLA ND INVENTORY (NWI) MAP
KT KT*183-049CHECKED BY:
SCALE:\\MKRAMER\Share\Temp\183-049\Maps\PJWD\183049_PJWD_Fig5.mxd 5/1/2020 2:38 PM (mkramer)3701 Arco Corporate Dr., Suite 400 - Char lotte, NC 28273980-237-0373 800-365-2324www.cecinc.com
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SCALE IN FEETLEGEND
APPROXIMATE SITE BOUN DARY (5.04 ACR ES)
NWI RESOUR CE
REFERENCE1. ESRI WORLD IMAGERY / ARCGIS MAP SERVICE:http://goto.arcgisonline.com/maps/World_Imagery,ACCESSED 5/1/2020, IMAGERY DATE: 2019.
2. USFWS NATIONAL WETLANDS INVENTORY (NWI)DATA BY STATE - NORTH CAROLINA.
#*
#*
#*
#*
Waters of the US: WA-1 (a)(4): Adjacent WetlandsPEM: 0.90 A cresTotal: 0.90 Acres
Waters of the US SA 1 (a)(2) Intermittent Flow 697 l.f.
SCP 1
DP 1 WET
DP 2 UP
SCP 2
DRAWN BY:
DATE:
APPROVED BY:
PROJECT NO:
FIGURE NO:6
SOUTHPORT FNB BANKSOUTHPORT, NORTH CAROLINA
MAK11/13/2020 1 " = 100 '
APPROVED JURISDICTIONAL FEATURES MAP
KT KT*183-049CHECKED BY:
SCALE:\\MKRAMER\Share\Temp\183-049\Maps\AJD\183049_AJD_Fig6.mxd 11/13/2020 2:36 PM (mkramer)3701 Arco Corporate Dr., Suite 400 - Charlotte, NC 28273980-237-0373 800-365-2324www.cecinc.com
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0 100 20050
SCALE IN FEET
LEGEND
APPROXIMATE SITE BOUNDARY (5.04 ACRES)
PEM WETLAND
(a)(2) INTERMITTENT FLOW
2' CONTOUR
#*DP
#*SCP
REFERENCE1. NC ONEMAP IMAGERY DATED 2016
2. CONTOURS DERIVED FROM SOUTH CAROLINA DEPARTMENT OF NATURAL RESOURCES
NOTE:POTENTIAL AND NON AQUATIC FEATURESHAVE NOT BEEN VERIFIED BY THE USACEDP = DATA POINTSCP = STREAM CONTROL POINT
!A
!A
!A
!A
!A
!A
!A !A
!A !A
!A
!A
!A
!A
!A
!A
!A
!A
@A
@A @A
@A
@A @A
@A
@A
@A @A
@A@A
@A
@A
@A
@A
@A
@A
@A
@A @A@A
400(0" Fill Depth)
8'' FillDepth
1'' FillDepth
13'' FillDepth
15'' FillDepth
1'' FillDepth
4'' FillDepth
11'' FillDepth
1'' FillDepth
10'' FillDepth
0'' FillDepth
0'' FillDepth
11'' FillDepth
10'' FillDepth
19'' FillDepth
0'' FillDepth 4'' FillDepth 4'' FillDepth 10'' FillDepth
20'' FillDepth
1'' FillDepth 2'' FillDepth
1'' FillDepth
401(22" Fill Depth)
402(15" Fill Depth)
403(25" Fill Depth)
404(19" Fill Depth)
405(0" Fill Depth)
407(0" Fill Depth)
408(14" Fill Depth)
409(20" Fill Depth)410(12" Fill Depth)411(4" Fill Depth)
412(0" Fill Depth)
413
414
415
416
417
419
Fill Area 2(0.07 acres)
Fill Area 1(0.17 acres)
Fill Area 3(0.0004 acres)
DRAWN BY:
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APPROVED BY:
PROJECT NO:
FIGURE N O:7A
SOUTHPORT FNB BANKSOUTHPORT, NORTH CAROLINA
MAK5/1/2020 1 " = 50 '
WETLAND AREA -1 FILL IMPACT MAP
KT KT*183-049CHECKED BY:
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APPROXIMATE SITE BOUN DARY (5.04 ACR ES)
WETLAND FILL AREA
WA-1
SA-1
@A FILL SOIL AUGER
!A WETLAND STAKING POINT
REFERENCE1. NC ONEMAP IMAGERY DATED 2016
NOTE:POTENTIAL AND NON AQUATIC FEATURESHAVE NOT BEEN VARIFIED BY THE USACE OR NCDEQWA = WETLAND AREASA = STREAM AREA
LEGEND
NORTH
8
A
B
34567 12
C
D
E
F
G
H
8 34567 12
A
B
C
D
E
F
G
H
DESCRIPTIONDATENOREVISION RECORDDATE:DWG SCALE:DRAWN BY:CHECKED BY:APPROVED BY:PROJECT NO:DRAWING NO.:WETLAND AREA ANDFILL IMPACT MAP183-0491" = 20'APRIL 22, 2020PABKAT/JJPTMG7BFIRST NATIONAL BANK OF PENNSYLVANIAAS-BUILT CERTIFICATIONCITY OF SOUTHPORTBRUNSWICK COUNTY, NORTH CAROLINAwww.cecinc.com3701 Arco Corporate Drive · Suite 400 · Charlotte, NC 28273Ph: 980.237.0373 · Fax: [phone]REFERENCE

ATTACHMENT A
USACE DETERMINATION DATA FORMS

U.S. Army Corps of Engineers OMB Control N: 0710-xxxx, Exp; Pending
WETLAND DETERMINATION DATA SHEET — Atlantic and Gulf Coastal Plain Region Requirement Control Symbol EXEMPT;
See ERDC/EL TR-07-24; the proponent agency is CECW-CO-R (Authorlty; AR 336-151 paragraph 6-2a)
Project/Site: 5201Southport Supply Road, FNB City/County: Southport/Brunswick Sampling Dale: 4.14.2020
Applicant/Owner: First National Bank of Pennsylvania State: NC Sampling Point: DP-1WET
Investigator(s): K. Thomas Section, Township, Range: N/A
Landform (hillside, terrace, etc.): Terrace Local relief (concave, convex, none): Concave Slope 1%): 0-1
Subregion (LRR or MLRA): LRR T Let:-78.04171273860 Long: 33.94868162250 Datum: NAD83 SC
Soil Map Unit Name: Muckalee Loam (Mk) NWI classification: None
Are climatic / hydrologic conditions on the site typical for this time of year? Yes X No _ (If no, explain in Remarks.)
Are Vegetation N , Sail N , or Hydrology N significantly disturbed? Are "Normal Circumstances" present? Yes X No
Are Vegetation N Soil N , or Hydrology N 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 X No _ Is the Sampled Area
Hydric Soil Present? Yes X No within a Wetland? Yes X No
Wetland Hydrology Present? Yes X No
Remarks:
NOAA, https:tlw2.weather.gov/climate/xmacis,php?wfo=cae both Columbia and Sumter Climate Data Stations indicate the area received
approximately 2.03 inches of rain in a 72-hour period prior to the on -site investigation, over one inch fell within 24-hours of the on -site investigation.
Avg rainfall for March ranges from 1.3 to 1.4 Inches. Thus almost half the monthly rainfall fell within 24- hours of the site invesligation.According to Mr.
Wes Markussen, Operations Manager for the Northeast landfill, adjacent to the Project Area, the onsite weather station received 10.2" of rainfall from
11/112019-1213112019 and 16.7" from 1/1/2020-3/11/2020. 27" of rainfall in the last 4 months.
HYDROLOGY
Wetland Hydrology Indicators:
Secondary Indicators (minimum of two reaulred)
_Primary Indicators (minimum of one is reouired
check aii that appiv)
SUrtace S0 Cracks (86)
_ Surface Water (Al)
_Aquatic
Fauna (813)
_
Sparsely Vegetated Concave Surface (88)
x High Water Table (A2)
_Marl
Deposits (B15) (LRR U)
_
x Drainage Patterns (B10)
x Saturation (A3)
Hydrogen Sulfide Odor (Cl)
Moss Trim Lines (816)
.Water Marks (131)
_
Rhizospheres on Living Roots (C3)
_
Dry -Season Water Table (C2)
.Sediment Deposits (82)
_Oxidized
_
Presence of Reduced Iron (C4)
_
Crayfish Burrows (C8)
.Drift Deposits (83)
_
Recent Iron Reduction in Tilled Soils (C6)
_
Saturation Visible on Aerial Imagery (C9)
_Algal Mat or Crust (B4)
_Thin
Muck Surface (C7)
_
x Geomorphic Position (D2)
_Iron Deposits (85)
_Other
(Explain in Remarks)
Shallow Aquitard (D3)
_Inundation Visible on Aerial Imagery
(87)
_
X FAC-Neutral Test (D5)
_ Water -Stained Leaves (69)
_ Sphagnum Moss (138) (LRR T, U)
Field Observations:
Surface Water Present? Yes_
No
X Depth (inches):
Water Table Present? Yes X
No
Depth (inches): 8
Saturation Present? Yes X
No
Depth (inches): 4
Wetland
Hydrology Present? Yes X No
(includes capillary fringe)
Describe Recorded Data (stream gauge,
monitoring well, aerial photos, previous inspections), if available:
Remarks:
ENG FORM 6116-2-SG, JUL 2018
Atlantic and Gulf Coastal Plain —Version 2.0

VEGETATION (Five Strata) — Use scientific names of plants. Sampling Point:
Tree Stratum (Plot size:
30 )
% Cover Species?
Status
Dominance Test worksheet:
1. Acer rubrum
15 Yes
FAC
Number of Dominant Species
2, Pinus faeda
5 Yes
FAC
That Are OBL, FACW, or FAQ 5 (A)
3.
Total Number of Dominant
4.
Species Across All Strata: 5 (B)
5,
Percent of Dominant Species
61
That Are OBL, FACW, or FAC: 100.0% (A/B)
20 =Total Cover
Prevalence Index worksheet:
50%
of total cover:
10 20% of total cover:
4
Total % Cover of: Multiply by:
Sapling Stratum (Plot size:
30 )
OBL species x 1 =
1.
FACW species x 2 =
2.
FAC species x 3 =
3.
FACU species x 4 =
4.
UPL species x 5 =
5.
Column Totals: (A) (B)
6.
Prevalence Index = B/A =
=Total Cover
Hydrophytic Vegetation Indicators:
50%
of total cover:
20% of total cover:
_ 1 - Rapid Test for Hydrophytic Vegetation
Shrub Stratum (Plot size:
30 )
X 2 - Dominance Test is >50%
1.
3 - Prevalence Index is 53,0'
2.
_Problematic Hydrophytic Vegetation' (Explain)
3.
4.
5.
'Indicators of hydric soil and wetland hydrology must b
64
present, unless disturbed or problematic.
Definitions of Five Vegetation Strata:
=Total Cover
50%
of total cover:
20% of total cover:
Tree — Woody plants, excluding woody vines,
Herb Stratum (Plot size:
30 )
approximately 20 ft (6 m) or more in height and 3 in.
1. Oncolea sensibilis
30 Yes
FACW
(7.6 cm) or larger in diameter at breast height (DBH).
2. Juncus offusus
30 Yes
FACW
Sapling — Woody plants, excluding woody vines,
3. Polygonum aviculare
20 Yes
FAC
approximately 20 ft (6 m) or more in height and less
4
than 3 In. (7.6 cm) DBH.
5.
Shrub - Woody Plants, excluding woody vines,
6.
approximately 3 to 20 it (1 to 6 m) In height.
7.
Herb — Ali herbaceous (non -woody) plants, including
84
herbaceous vines, regardless of size, and woody
g,
plants, except woody vines, less than approximately 3
it (1 m) in height.
10,
if.
Woody Vine — All woody vines, regardless of height.
80 =Total Cover
50% of total cover: 40 20% of total cover: 16
Woody Vine Stratum (Plot size:
30
)
1.
2.
3.
4.
5.
Hydrophytic
=Total Cover
Vegetation
50%
of total cover:
20% of total cover:
Present? Yes X No
Remarks: (If observed, list morphological adaptations below.)
ENG FORM 6116-2-SG, JUL 2018 Atlantic and Guif Coastal Plain —Version 2.0

atJIL
Sampling Point: DP-1WET
Profile Description: (Describe to the depth
needed to document the indicator or confirm the absence of Indicators.)
Depth Matrix
Redox Features
(inches) Color (moist) %
Color (moist) % Type' Loc2
Texture Remarks
0-6 2.5Y 2,511 100
Mucky Sand Mucky Modified LS On
6-14 N 2.51 70
2.5Y 6/1 30 MS M
Sandy Gley 1 E/Bl Loamy Sand
'Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains.
2Location: PL=Pore Lining, M=Matrix.
Hydric Soil Indicators: (Applicable to all LRRs, unless otherwise noted.)
Indicators for Problematic Hydric Soils:
_ Histosol (Al)
_Thin Dark Surface (S9) (LRR S, T, U)
1 cm Muck (A9) (LRR O)
_ Histic Epipedon (A2)
_ Barrier Islands 1 cm Muck (S12)
_
2 can Muck (A10) (LRR S)
_ Black Histic (A3)
(MLRA 1538, 153D)
_
_ Coast Prairie Redox (Al6)
.Hydrogen Sulfide (A4)
_ Loamy Mucky Mineral (F1) (LRR O)
(outside MLRA 150A)
_ Stralifed Layers (A5)
_ Loamy Gleyed Matrix (F2)
_ Reduced Ver is (F18)
.Organic Bodies (AS) (LRR P, T, U)
_ Depleted Matrix (F3)
(outside MLRA 150A, 150B)
X 5 on Mucky Mineral (A7) (LRR P, T, U)
_ Redox Dark Surface (F6)
_ Piedmont Floodplain Soils (F19) (LRR P, T)
_ Muck Presence (AS) (LRR U)
_ Depleted Dark Surface (F7)
_Anomalous Bright Floodplain Solis (F20)
_ 1 cm Muck (A9) (LRR P, T)
_ Redox Depressions (F8)
(MLRA 153B)
_ Depleted Below Dark Surface (At 1)
_ Marl (F10) (LRR U)
Red Parent Material (F21)
.Thick Dark Surface (At 2)
_ Depleted Ochric Ell) (MLRA 151)
_
_ Very Shallow Dark Surface (F22)
_Coast Prairie Redox (At 6) (MLRA 150A).
Iron -Manganese Masses (F12) (LRR O,
P, T) (outside MLRA 138, 152A in FL, 154)
_Sandy Mucky Mineral (S1) (LRR O, S)
_ Umbric Surface (F13) (LRR P, T, U)
_ Barrier Islands Low Chronic Matrix (TS7)
.Sandy Cloyed Matrix (S4)
_ Della Ochric (F17) (MLRA 151)
(MLRA 153B, 153D)
_Sandy Redox (S5)
_Reduced Vertic (F18) (MLRA 150A, 150B)
_Other (Explain in Remarks)
_Stripped Matrix ISO)
_Piedmont Floodplain Soils (F19) (MLRA
149A)
_ Dark Surface (S7) (LRR P, S, T, U)
_Anomalous Bright Floodplain Soils (F20)
_ Polyvalue Below Surface (S8)
(MLRA 149A, 153C, 153D)
31ndicators of hydrophylic vegetation and
(LRR S, T, U)
_ Very Shallow Dark Surface (F22)
wetland hydrology must be present,
(MLRA 138, 152A in FL, 154)
unless disturbed or problematic.
Restrictive Layer (if observed):
Type: None
Depth (inches):
Hydric Soil Present? Yes X No
Remarks:
Meets multiple Indicators
ENG FORM 6110-2-SG, JUL 2018 Atlantic and Gulf Coastal Plain —Version 2,0

U.S. Army Corps of Engineers OMB Control lt: 0710-xxxx, Exp: Pending
WETLAND DETERMINATION DATA SHEET -Atlantic and Gulf Coastal Plain Region Requirement Control Symbol EXEMPT:
See ERDC/EL TR-07-24; the proponent agency is CECW-CO-R (Authority: All 336-16, paragraph 6-2a)
Project/Site: 5201Soulhpod Supply Road, FNB City/County: Southport/Brunswick Sampling Dale: 4.14.2020
Applicanl/Owner: First National Bank of Pennsylvania State: NC Sampling Point: DP-2 UP
Investigator(s): K. Thomas Section, Township, Range: N/A
Landform (hillside, terrace, etc.): Terrace Local relief (concave, convex, none): Concave Slope (%): 0-1
Subregion (LRR or MLRA): LRR T Let:-78.04163335080 Long: 33.94874061210 Datum: NAD83 SC
Soil Map Unit Name: Muckalee Loam (Mk) NWI classification: None
Are climatic / hydrologic conditions on the site typical for this time of year? Yes X No _ (If no, explain in Remarks.)
Are Vegetation N Soil N , or Hydrology N significantly disturbed? Are "Normal Circumstances" present? Yes X No _
Are Vegetation N Soil N , or Hydrology N naturally problematic? (If needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS - Attach site map showing sampling point locations, transects, important features, etc.
Hydrophylic Vegetation Present?
Yes X
No_
Is the Sampled Area
Hydric Sail Present?
Yes_
No X
within a Wetland? Yes No X
I
Wetland Hydrology Present?
Yes
No X
—
Remarks:
NOAA, https://w2.weather.gov/climatelxmacis.php?wro=cae both Columbia and Sumter Climate Data Stations Indicate the area received
approximately 2.03 Inches of rain In a 72-hour period prior to the on -site investigation, over one Inch fell within 24-hours of the on -site Investigation.
Avg rainfall for March ranges from 1.3 to 1.4 inches. Thus almost half the monthly rainfall fell within 24- hours of the site Investlgallon.According to Mr.
Wes Markussen, Operations Manager for the Northeast landfill, adjacent to the Project Area, the castle weather station received 10.2" of rainfall from
111112019-12/31/2019 and 16.7' from 1/l/2020-3/11/2020. 27" of rainfall in the last 4 months.
Welland Hydrology Indicators:
Secondary Indicators (minimum of two reouired)
Primary Indicators (minimum of one is required;
check all that apt?
Surface Soil Cracks (B6)
_Surface Water (A1)
_Aquatic Fauna (B13)
Vegetated Concave Surface (88)
.High Water Table (A2)
_ Marl Deposits (B15) (LRR U)
_Sparsely
Drainage Patterns (B10)
_Saturation (A3)
_ Hydrogen Sulfide Odor (01)
_
_ Moss Trim Lines (B16)
.Water Marks (B1)
_ Oxidized Rhizospheres on Living Roots (C3)
Dry -Season Water Table (C2)
_Sediment Deposits (82)
_ Presence of Reduced Iron (C4)
_
_Crayfish Burrows (CB)
_ Drift Deposits (133)
_ Recent Iron Reduction in Tilled Soils (C6)
Saturation Visible on Aerial Imagery (C9)
_Algal Mal or Crust (134)
_Thin Muck Surface (C7)
_
Position (D2)
_Iron Deposits (135)
Other (Explain In Remarks)
_Geomorphic
_ Shallow Aquitard (D3)
_ Inundation Visible on Aerial Imagery
(67)
Test (D5)
.Water -Stained Leaves (139)
_FAC-Neutral
_ Sphagnum Moss (D8) (LRR T, U)
Field Observations:
Surface Water Present? Yes_
No X Depth (inches):
Water Table Present? Yes_
No X Depth (inches):
Saturation Present? Yes_
No X Depth (inches):
Wetland
Hydrology Present? Yes_ No X
(includes capillary fringe)
Describe Recorded Data (stream gauge,
monitoring well, aerial photos, previous inspections), If available:
Remarks:
ENG FORM 6116-2-SG, JUL 2018
Atlantic and Gulf Coastal Plain —Version 2.0

VEGETATION (Five Strata) - Use scientific names of plants.
Sampling Point: DP-2 UP
Tree Stratum (Plot size: 30 )
% Cover Species?
Status
Dominance Test worksheet:
1.
Quercus virglnlana
15 Yes
FACU
Number of Dominant Species
2.
Pinus taeda
5 Yes
FAG
That Are OBL, FACW, or FAC: 4 (A)
3.
Acer rubrum
5 Yes
FAC
Total Number of Dominant
4.
Species Across All Strata: 5 (B)
5.
Percent of Dominant Species
6.
That Are OBL, FACW, or FAC: 80.0% (A/B)
25 =Total Cover
Prevalence Index worksheet:
50% of total cover:
13 20 % of total cover:
5
Total % Cover of: Multiply by:
Sapling
Stratum (Plot size: 30 )
OBL species x 1 =
1.
FACW species x2=
2.
FAC species x 3 =
3.
FACU species x 4 =
4.
UPL species x 5 =
5.
Column Totals: (A) (B)
6.
Prevalence Index = B/A =
=Total Cover
Hydrophytic Vegetation Indicators:
50% of total cover:
20% of total cover:
_ 1 - Rapid Test for Hydrophytic Vegetation
Shrub Stratum (Plot size: 30 )
X 2 - Dominance Test is >50%
1.
_ 3 - Prevalence Index is 53.0'
2.
_Problematic Hydrophytic Vegetation' (Explain)
3.
4.
5.
'Indicators of hydric soil and wetland hydrology must be
6.
present, unless disturbed or problematic.
Definitions of Five Vegetation Strata:
=Total Cover
50% of total cover:
20 % of total cover:
Tree - Woody plants, excluding woody vines,
Herb Stratum (Plot size: 30 )
approximately 20 ft (6 m) or more In height and 3 in.
1.
Polygonium aviculare
60 Yes
FACW
(7.6 cm) or larger In diameter at breast height (DBH).
2.
Juncus effusus
20 Yes
FACW
Sapling - Woody plants, excluding woody vines,
3.
approximately 20 It (6 m) or more In height and less
4.
than 3 in. (7.6 cm) DBH.
5.
Shrub - Woody Plants, excluding woody vines,
6,
approximately 3 to 20 ft (1 to 6 m) in height.
7.
Herb -All herbaceous (non -woody) plants, including
8.
herbaceous vines, regardless of size, and woody
g,
plants, except woody vines, less than approximately 3
ft (1 m) in height.
10
11.
Woody Vine - All woody vines, regardless of height.
80 =Total Cover
50% of total cover: 40 20 % of total cover: 16
Woody Vine Stratum (Plot size: 30 )
1.
2.
3.
4.
5.
Hydrophytic
=Total Cover Vegetation
50% of total cover: 20 % of total cover: Present? Yes X No
Remarks: (If observed, list morphological adaptations below.)
ENG FORM 6116-2•SG, JUL 2018 Atlantic and Gult Coaslai Plain -Version 2.0

a�+r�
ENS
Sampling Point: DP-2 UP
Profile Description: (Describe to the depth
needed to document the Indicator or confirm the absence of Indicators.)
Depth Matrix
Redox Features
(inches) Color (moist) %
Color (moist) % Type' Loc2
Texture Remarks
0-6 2.5Y 313 100
Sandy LS Apt
6-12 2.5Y 3/2 100
Sandy LS Ap2
12-16 2.5Y 3/1 100
Sandy LS A
16-24 2.5Y 2.5/1 80
2.5Y 6/2 20 D M
Sandy LS Bh
'Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains.
Location: PL=Pore Lining, M=Matrix.
Hydric Soil Indicators: (Applicable to all LRRs,
unless otherwise noted.)
Indicators for Problematic Hydric Soils:
_ Histosol (Al)
_Thin Dark Surface (S9) (LRR S, T, U)
1 cm Muck (A9) (LRR O)
Hislic Epipedon (A2)
_ Barrier Islands 1 cm Muck (S12)
_
2 cm Muck (At 0) (LRR S)
_
_ Black Histic (A3)
(MLRA 15313, 153D)
_
Prairie Redox (A16)
_Hydrogen Sulfide (A4)
_ Loamy Mucky Mineral (F1) (LRR O)
_Coast
(outside MLRA 150A)
.Stratified Layers (A5)
_ Loamy Gleyed Matrix (F2)
Reduced Vertic (F18)
.Organic Bodies (AS) (LRR P, T, U)
_ Depleted Matrix (F3)
_
(outside MLRA 150A, 150B)
_ 5 cm Mucky Mineral (A7) (LRR P, T, U)
_ Redox Dark Surface (F6)
_ Piedmont Floodplain Soils (F19) (LRR P, T)
_Muck Presence (AB) (LRR U)
_Depleted Dark Surface (F7)
_Anomalous Bright Floodplain Soils (1720)
_ 1 cm Muck (A9) (LRR P, T)
_ Redox Depressions (F8)
(MLRA 153B)
_ Depleted Below Dark Surface (At 1)
_ Marl (F10) (LRR U)
_ Red Parent Material (F21)
_Thick Dark Surface (Al2)
_ Depleted Ochric (F11) (MLRA 151)
Very Shallow Dark Surface (F22)
_Coast Prairie Redox (A16) (MLRA 150A)
Iron -Manganese Masses (F12) (LRR O,
_
P, T) (outside MLRA 138, 162A In FL, 154)
_ Sandy Mucky Mineral (S1) (LRR O, S)
Umbric Surface (F13) (LRR P, T, U)
_ Barrier Islands Low Chrome Matrix (TS7)
_Sandy Gleyed Matrix (S4)
_Della Ochric (F17) (MLRA 151)
(MLRA 153B, 153D)
_Sandy Redox (S5)
_Reduced Vedic (F18) (MLRA 150A, 150B)
(Explain in Remarks)
_ Stripped Matrix (S6)
_ Piedmont Floodplain Soils (F19) (MLRA
_Other
149A)
_Dark Surface (S7) (LRR P, S, T, U)
_Anomalous Bright Floodplaln Soils (F20)
_ Polyvalue Below Surface (S8)
(MLRA 149A, 153C, 153D)
'Indicators of hydrophytic vegetation and
(LRR S, T, U)
_ Very Shallow Dark Surface (F22)
wetland hydrology must be present,
(MLRA 138, 152A in FL, 154)
unless disturbed or problematic.
Restrictive Layer (if observed):
Type: None
Depth (inches):
Hydric Soil Present? Yes_ No X
Remarks:
FORM 6116,2-SG, JUL 2018 Atlantic and Gulf Coastal Plain —Version 2,0

ATTACHMENT B
NC DEQ STREAM CLASSIFICATION FORMS

NC Division of Water Quality – Methodology for Identification of Intermittent and Perennial Streams
and their Origins v. 4.11
NC DWQ Stream Identification Form Version 4.11
A. Geomorphology (Subtotal=___9.5__) Absent Weak Moderate Strong
1.a Continuity of channel bed and bank 0 1 2 3
2. sinuosity of channel along thalweg 0 1 2 3
3. in-channel structure: ex. Riffle-pool, step-pool 0 1 2 3
4. Particle size of stream substrate 0 1 2 3
5. Active/relict floodplain 0 1 2 3
6. Depositional bars or benches 0 1 2 3
7. Recent alluvial deposits 0 1 2 3
8. Headcuts 0 1 2 3
9. Grade Control 0 0.5 1 1.5
10. Natural Valley 0 0.5 1 1.5
11. Second or greater order channel No = 0 Yes = 3
a-artificial ditches are not rated; see discussions in manual
B. Hydrology (Subtotal=__10.5____)
12. Presence of Baseflow 0 1 2 3
13. Iron oxidizing bacteria 0 1 2 3
14. Leaf litter 1.5 1 0.5 0
15. Sediment on plants or debris 0 0.5 1 1.5
16. Organic debris lines or piles 0 0.5 1 1.5
17. Soil-based evidence of high water table? No = 0 Yes = 3
C. Biology (Subtotal=__8_)
18. Fibrous roots in streambed 3 2 1 0
19. Rooted upland plants in streambed 3 2 1 0
20. Macrobenthos (note diversity and abundance) 0 1 2 3
21. Aquatic Mollusks 0 1 2 3
22. Fish 0 0.5 1 1.5
23. Crayfish 0 0.5 1 1.5
24. Amphibians 0 0.5 1 1.5
25. Algae 0 0.5 1 1.5
26. Wetland plants in streambed FACW= 0.75 OBL= 1.5 Other= 0
Notes: Base Flow throughout after a 1+” rainfall event within 3 to 5 hrs of observations. Stone Fly
Observed frogs throughout with one crayfish hole during visit.
Sketch:

Date: 4.14.20 Project/Site: 5201Southport Supply Road,
FNB Latitude: 33.94859507150
Evaluator: KT County: Brunswick , NC Longitude: -78.04202927230
Total Points:
Stream is at least intermittent
if ≥ 19 or perennial if ≥ 30* 28
Stream Determination: (circle one)
Ephemeral Intermittent Perennial
Stream ID: SA 1 @ SCP 1
NC Division of Water Quality – Methodology for Identification of Intermittent and Perennial Streams
and their Origins v. 4.11
NC DWQ Stream Identification Form Version 4.11
A. Geomorphology (Subtotal=___2__) Absent Weak Moderate Strong
1.a Continuity of channel bed and bank 0 1 2 3
2. sinuosity of channel along thalweg 0 1 2 3
3. in-channel structure: ex. Riffle-pool, step-pool 0 1 2 3
4. Particle size of stream substrate 0 1 2 3
5. Active/relict floodplain 0 1 2 3
6. Depositional bars or benches 0 1 2 3
7. Recent alluvial deposits 0 1 2 3
8. Headcuts 0 1 2 3
9. Grade Control 0 0.5 1 1.5
10. Natural Valley 0 0.5 1 1.5
11. Second or greater order channel No = 0 Yes = 3
a-artificial ditches are not rated; see discussions in manual
B. Hydrology (Subtotal=__3.5____)
12. Presence of Baseflow 0 1 2 3
13. Iron oxidizing bacteria 0 1 2 3
14. Leaf litter 1.5 1 0.5 0
15. Sediment on plants or debris 0 0.5 1 1.5
16. Organic debris lines or piles 0 0.5 1 1.5
17. Soil-based evidence of high water table? No = 0 Yes = 3
C. Biology (Subtotal=__4_)
18. Fibrous roots in streambed 3 2 1 0
19. Rooted upland plants in streambed 3 2 1 0
20. Macrobenthos (note diversity and abundance) 0 1 2 3
21. Aquatic Mollusks 0 1 2 3
22. Fish 0 0.5 1 1.5
23. Crayfish 0 0.5 1 1.5
24. Amphibians 0 0.5 1 1.5
25. Algae 0 0.5 1 1.5
26. Wetland plants in streambed FACW= 0.75 OBL= 1.5 Other= 0
Notes: No Base Flow throughout after a 1+” rainfall event within 24 hrs of observations. No EPT or other
Bio Observed During Visit.
Sketch:

Date: 4.14.20 Project/Site: 5201Southport Supply Road,
FNB Latitude: 33.94879005500
Evaluator: KT County: Brunswick , NC Longitude: -78.04073840860
Total Points:
Stream is at least intermittent
if ≥ 19 or perennial if ≥ 30* 9.5
Stream Determination: (circle one)
Ephemeral Intermittent Perennial
Stream ID: SCP 2

ATTACHMENT C
REPRESENTATIVE PHOTOGRAPHS

1 | Page
Photo Number: 1

Date: April 13 & 14, 2020
Description:
DP 1 Wet Looking South

Photo Number: 2
Date: April 13 & 14, 2020
Description:
DP 1 Wet Soil Profile

Civil & Environmental Consultants, Inc.
Charlotte, NC
Phone [phone] ∙ Toll Free: 855/859-9932 www.cecinc.com

First National Bank of Pennsylvania
5201 Southport Supply Road, Southport, North
Carolina
Ecological Assessment: Waters of The United States
CEC Project 183-049

2 | Page

Photo Number: 3
Date: April 13 & 14, 2020
Description:
DP 1 Wet View Looking North

Photo Number: 4
Date: April 13 & 14, 2020
Description:
DP 2 UP Soil Profile

Civil & Environmental Consultants, Inc.
Charlotte, NC
Phone [phone] ∙ Toll Free: 855/859-9932 www.cecinc.com
First National Bank of Pennsylvania
5201 Southport Supply Road, Southport, North
Carolina
Ecological Assessment: Waters of The United States
CEC Project 183-049
3 | Page

Photo Number: 5
Date: April 13 & 14, 2020
Description:
DP 2 UP View Looking North

Photo Number: 6
Date: April 13 & 14, 2020
Description:
SCP 1 @ SA 1 Soil Based Evidence of High
Groundwater Table

Civil & Environmental Consultants, Inc.
Charlotte, NC
Phone [phone] ∙ Toll Free: 855/859-9932 www.cecinc.com
First National Bank of Pennsylvania
5201 Southport Supply Road, Southport, North
Carolina
Ecological Assessment: Waters of The United States
CEC Project 183-049
4 | Page
Photo Number: 7

Date: April 13 & 14, 2020
Description:
SCP 1 @ SA 1 View Looking West Down
Reach

Photo Number: 8
Date: April 13 & 14, 2020
Description:
SCP 1 @ SA 1 View Looking West Up Reach

Civil & Environmental Consultants, Inc.
Charlotte, NC
Phone [phone] ∙ Toll Free: 855/859-9932 www.cecinc.com

First National Bank of Pennsylvania
5201 Southport Supply Road, Southport, North
Carolina
Ecological Assessment: Waters of The United States
CEC Project 183-049

5 | Page

Photo Number: 9
Date: April 13 & 14, 2020
Description:
SCP 2 Soil Based Evidence of High
Groundwater Table

Photo Number: 10
Date: April 13 & 14, 2020
Description:
SCP 2 View Looking North Up Reach

Civil & Environmental Consultants, Inc.
Charlotte, NC
Phone [phone] ∙ Toll Free: 855/859-9932 www.cecinc.com
First National Bank of Pennsylvania
5201 Southport Supply Road, Southport, North
Carolina
Ecological Assessment: Waters of The United States
CEC Project 183-049

6 | Page

Photo Number: 11
Date: April 13 & 14, 2020
Description:
SCP 2 View Looking South Down Reach

Photo Number: 12
Date: April 13 & 14, 2020
Description:
401 Fill 22 inches below ground surface (in
bgs)

Civil & Environmental Consultants, Inc.
Charlotte, NC
Phone [phone] ∙ Toll Free: 855/859-9932 www.cecinc.com
First National Bank of Pennsylvania
5201 Southport Supply Road, Southport, North
Carolina
Ecological Assessment: Waters of The United States
CEC Project 183-049

7 | Page

Photo Number: 13

Date: April 13 & 14, 2020
Description:
402 Fill 15 in bgs Close Up

Photo Number: 14
Date: April 13 & 14, 2020
Description:
402 Fill 15 in bgs

Civil & Environmental Consultants, Inc.
Charlotte, NC
Phone [phone] ∙ Toll Free: 855/859-9932 www.cecinc.com
First National Bank of Pennsylvania
5201 Southport Supply Road, Southport, North
Carolina
Ecological Assessment: Waters of The United States
CEC Project 183-049
8 | Page
Photo Number: 15

Date: April 13 & 14, 2020
Description:
402 Fill 15 in bgs

Photo Number: 16
Date: April 13 & 14, 2020
Description:
403 Fill 25 in bgs Close Up

Civil & Environmental Consultants, Inc.
Charlotte, NC
Phone [phone] ∙ Toll Free: 855/859-9932 www.cecinc.com
First National Bank of Pennsylvania
5201 Southport Supply Road, Southport, North
Carolina
Ecological Assessment: Waters of The United States
CEC Project 183-049
9 | Page
Photo Number: 17
Date: April 13 & 14, 2020
Description:
403 Fill 25 in bgs

Photo Number: 18
Date: April 13 & 14, 2020
Description:
403 Fill 25 in bgs

Civil & Environmental Consultants, Inc.
Charlotte, NC
Phone [phone] ∙ Toll Free: 855/859-9932 www.cecinc.com
First National Bank of Pennsylvania
5201 Southport Supply Road, Southport, North
Carolina
Ecological Assessment: Waters of The United States
CEC Project 183-049
10 | Page
Photo Number: 19

Date: April 13 & 14, 2020
Description:
404 Fill 19 in bgs Close Up

Photo Number: 20
Date: April 13 & 14, 2020
Description:
404 fill 19 in bgs

Civil & Environmental Consultants, Inc.
Charlotte, NC
Phone [phone] ∙ Toll Free: 855/859-9932 www.cecinc.com
First National Bank of Pennsylvania
5201 Southport Supply Road, Southport, North
Carolina
Ecological Assessment: Waters of The United States
CEC Project 183-049
11 | Page
Photo Number: 21

Date: April 13 & 14, 2020
Description:
404 Fill 19 in bgs

Photo Number: 22
Date: April 13 & 14, 2020
Description:
405 No Fill

Civil & Environmental Consultants, Inc.
Charlotte, NC
Phone [phone] ∙ Toll Free: 855/859-9932 www.cecinc.com
First National Bank of Pennsylvania
5201 Southport Supply Road, Southport, North
Carolina
Ecological Assessment: Waters of The United States
CEC Project 183-049
12 | Page
Photo Number: 23

Date: April 13 & 14, 2020
Description:
405 No Fill

Photo Number: 24
Date: April 13 & 14, 2020
Description:
406 No Fill

Civil & Environmental Consultants, Inc.
Charlotte, NC
Phone [phone] ∙ Toll Free: 855/859-9932 www.cecinc.com
First National Bank of Pennsylvania
5201 Southport Supply Road, Southport, North
Carolina
Ecological Assessment: Waters of The United States
CEC Project 183-049
13 | Page
Photo Number: 25

Date: April 13 & 14, 2020
Description:
407 No Fill

Photo Number: 26
Date: April 13 & 14, 2020
Description:
408 Fill 13 in bgs Close Up

Civil & Environmental Consultants, Inc.
Charlotte, NC
Phone [phone] ∙ Toll Free: 855/859-9932 www.cecinc.com
First National Bank of Pennsylvania
5201 Southport Supply Road, Southport, North
Carolina
Ecological Assessment: Waters of The United States
CEC Project 183-049
14 | Page
Photo Number: 27

Date: April 13 & 14, 2020
Description:
408 Fill 13 in bgs

Photo Number: 28
Date: April 13 & 14, 2020
Description:
409 Fill 20 in bgs

Civil & Environmental Consultants, Inc.
Charlotte, NC
Phone [phone] ∙ Toll Free: 855/859-9932 www.cecinc.com
First National Bank of Pennsylvania
5201 Southport Supply Road, Southport, North
Carolina
Ecological Assessment: Waters of The United States
CEC Project 183-049
15 | Page
Photo Number: 29

Date: April 13 & 14, 2020
Description:
410 Fill 10 in bgs

Photo Number: 30
Date: April 13 & 14, 2020
Description:
411 Fill 4 in bgs

Civil & Environmental Consultants, Inc.
Charlotte, NC
Phone [phone] ∙ Toll Free: 855/859-9932 www.cecinc.com
First National Bank of Pennsylvania
5201 Southport Supply Road, Southport, North
Carolina
Ecological Assessment: Waters of The United States
CEC Project 183-049
16 | Page
Photo Number: 31
Date: April 13 & 14, 2020
Description:
412 in bgs

Photo Number: 32
Date: April 13 & 14, 2020
Description:
Zone 1 View Looking North of Fill Impact in
Wetland

Civil & Environmental Consultants, Inc.
Charlotte, NC
Phone [phone] ∙ Toll Free: 855/859-9932 www.cecinc.com
First National Bank of Pennsylvania
5201 Southport Supply Road, Southport, North
Carolina
Ecological Assessment: Waters of The United States
CEC Project 183-049
17 | Page
Photo Number: 33
Date: April 13 & 14, 2020
Description:
Zone 1 View Looking South of Fill Impact in
Wetland

Photo Number: 34
Date: April 13 & 14, 2020
Description:
Zone 1 View Looking West of Fill Impact in
Wetland

Civil & Environmental Consultants, Inc.
Charlotte, NC
Phone [phone] ∙ Toll Free: 855/859-9932 www.cecinc.com
First National Bank of Pennsylvania
5201 Southport Supply Road, Southport, North
Carolina
Ecological Assessment: Waters of The United States
CEC Project 183-049

18 | Page
Photo Number: 35
Date: April 13 & 14, 2020
Description:
Zone 2 View Looking East of Fill Impact in
Wetland

Photo Number: 36
Date: April 13 & 14, 2020
Description:
Zone 2 View Looking South of Fill Impact in
Wetland

Civil & Environmental Consultants, Inc.
Charlotte, NC
Phone [phone] ∙ Toll Free: 855/859-9932 www.cecinc.com
First National Bank of Pennsylvania
5201 Southport Supply Road, Southport, North
Carolina
Ecological Assessment: Waters of The United States
CEC Project 183-049

19 | Page
Photo Number: 37
Date: April 13 & 14, 2020
Description:
Zone 3 View Looking South of Fill Impact in
Wetland

Photo Number: 38
Date:
Description:

Civil & Environmental Consultants, Inc.
Charlotte, NC
Phone [phone] ∙ Toll Free: 855/859-9932 www.cecinc.com
First National Bank of Pennsylvania
5201 Southport Supply Road, Southport, North
Carolina
Ecological Assessment: Waters of The United States
CEC Project 183-049