20211302 Ver 1_Riparian Buffer Authorization_20210827

Buffer Authorization Application Form
15ANCAC 02B .0233 (8)(b), .0243 (8)(b), .0250 (11)(b), .0259 (8)(b), .0267 (11)(c), .0607 (e)(2) Buffer Authorization Online Fo
Update 10/23/2018
Water Resources
ENVIRONMENTAL QUALITY
Original Submittal 8/27/2021
A. Owner/Applicant Information
General Information
Primary Contact Email:*
Who is submitting the application?*
1. Property Owner Information:
la. Name on Recorded Deed:*
1b. Responsible Party:
lc. Mailing Address:*
Id. Telephone:*
[phone]
[e-mail]
Rease list the contact person's email for questions or paynent on this project if needed.
✓ Owner
rJ Applicant other than Owner
17 Agent
Bryan Holdings, LLC
Stephen C. Bryan - Manager
(for Corporations)
Street Address
PO Box 919
Address Line 2
City State / Bovine / Region
Goldsboro North Carolina
Fbstal / Zip Code Country
27533 United States
le. Email Address:* [e-mail]
2. Applicant's Information (if different from owner):
2a. Name: Mark Pope
2b. Company Affiliation: Wayne County Development Alliance, Inc.
2c. Mailing Address: Street Address
208 Malley Street
Address Line 2
Suite C
City State / R-ovince / F-gion
Goldsboro NC
Fbstal / Zip Code Country
27534 USA
2d. Telephone: [phone]
2e. Email Address: [e-mail]
2f. Attach a signed and dated copy of the authorization granting the applicant owner approval. An agent authorization form is
acceptable.
n

Click the upload button or drag and drop files here to attach docunent
SIGNED_Access Authorization_Bryan Holdings.pdf
FCF only
3. Agent Information:
3a. Name:
3b. Company Affiliation:
380.12 KB
3c. Mailing Address: Street Address
Address Line 2
aty
R stal / Zip Code
3d. Telephone: 3e. Email Address:
State / Ftovince / Region
Country
3f. Attach a signed and dated copy of the agent aick the upload button or drag and drop files here to attach docurrent
authorization form. FCFOnly
B. Project Information and Prior Project History
1. Project Information
la. Name of Project:* Goldsboro Business Campus— Phase I
(Subdivision, facility, or establishrrent narre)
1b. Is this a publicly -funded transportation project?*
Yes
1d. Subdivision Name:
le. Nearest
Municipality:
Goldsboro
If. Property Size: 115.00
acres
lg. County (or Counties) where the project is located:*
lh. Property ID# Date of Purchase
3600561041;
3600446857; 3600542776
Tax RN or Parcel id
1 i. Deed Information
2/1/2006
Type of Book
Deed
Map
Book#
[398
Page#
147

1j. Attach a copy of the recorded map that indicates when the lot was last platted.
aick the upload button or drag and drop files here to attach docurrent
Parcel -Owner Info.pdf 166.18KB
FDF only
1k. How would you like to provide the Latitude and Longitude information?*
✓ Address Lookup
C' Manually
Latitude * 35.411082
Longitude *
11. Is the project located in any of North Carolina's twenty coastal counties?*
✓ Yes
67 No
2. Surface Waters
2a. Name of the nearest body of water to proposed project:*
Howell Branch (Stream Index 27-62-1)
2b. Water Quality Classification of nearest receiving water:*
C; NSW
77.975920
2c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:*
2,846
(linear feet only)
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 project site consists of an existing farm containing agricultural fields,
undeveloped woodlands along the eastern and western boundary, two ponds, an
intermittent stream and Howell Branch along the western property line and wetlands
along Howell Branch.
The general land use in the vicinity of the site consists of a mixture of residential,
commercial and agricultural land use.
3b. Attach an 8 1/2 x 11 excerpt from the most recent version of the USGS topographic map indicating the location of the site.
aick the upload button or drag and drop files here to attach docurrent
USGS Quad Exhibits.pdf 842.18KB
FEF only
3c. Attach an 8 1/2 x 11 excerpt from the most recent version of the published County NRCS Soil Survey Map depicting the
project site.
aick the upload button or drag and drop files here to attach docurrent
Wayne Co.Soil Survey.pdf
FDF only
4. Proposed Activity
1.38MB
Provide a detailed description of the proposed activity including its purpose and include the type of equipment to be used:*

The purpose of the proposed project is to construct an industrial campus which will
provide construction ready lots in order to attract new businesses to Goldsboro to
facilitate economic growth within Goldsboro and Wayne County.
The project consists of construction of Phase 1 of the industrial campus, consisting
of the access road, two industrial/commerical lots, sewer, and stormwater
management facilities.
The project will be constructed using traditional commercial equipment and
techniques.
Attach a site plan as applicable to the project:
Click the upload button or drag and drop files here to attach docunent
Buffer Impact Maps_Final.pdf
FDF only
5. Jurisdictional Determinations
874.56KB
5a. Have jurisdictional wetlands or stream determinations by the Corps or State been requested or obtained for this
property/project (including all prior phases) in the past?*
6. Yes
f No
5b. Who did the determination on the jurisdictional areas?
Who did the determination?
List name if known
Date
Attach
Corps
Samantha
Dailey
(Narre f known)
02/15/2017
USAGE
JD_2017-02-
15.PDF
2.57M.
pdf only
State
Anthony
Scarbraugh
(Narre if known)
09/29/2016
NCDWR Buffer
Determination...
09-26.pdf
1.07M.
par onry
**" Please include the date of the determination and upload a copy of the determination.
Comments:
6. Project History
6a. Have permits or certifications been requested or obtained for this project (including all prior phases) in the past?*
r Yes
( No
7. Future Project Plans
7a. Is this project a phased project?*
G Yes
ONo
7b. If yes, explain *
The proposed project will be completed in phases as interest from businesses
looking to relocate to the Goldsboro Industrial Campus generates the need for
additional lots. At this time, only Phase 1 is proposed for construction.

C. Proposed Impacts Inventory
...........................................................................................................................................................................................................................................
Buffer Impacts
............................................................................................................................................................................................................................................
Project is in which protected Basin?*
C Neuse River Basin (15A NCAC 02B.0233)
✓ Catawba River Basin (15A NCAC 02B.0243)
✓ Randleman Lake Watershed (15A NCAC 02B.0250)
C- Tar -Pamlico River Basin (15A NCAC 02B.0259)
C- Jordan Lake Watershed (15A NCAC 02B.0267)
✓ Goose Creek Watershed (15A NCAC 02B.0606 & 15A NCAC 02B.0607)
Individually list all buffer impacts below. If any impacts require mitigation, then you MUST fill out Section D of this form.
Site# - Reason
Stream Name
Buffer Impact*
Impact Type*
Zone 1
Zone 2
Impact 1 -
Stormwater Oufall
Map label (e.g. FDad
Crossing 1)
Stream 1
Permanent
(P)
Fermor Terrp
Allowable
917.00
Square
Feet
767.00
Square
Feet
Total Zone 1 Impacts: 917.00
Total Zone 2 Impacts: 767.00
Total Buffer Impacts: 1,684.00
Comments:
The proposed buffer impacts are for the stormwater outfall which is classified as
"Allowable Upon Authorization".
The buffers within the proposed lots have historically been converted to agricultural
field and is currently maintained as mowed grass. There are no proposed impacts
from grading within the buffers within the proposed lots. The riparian buffers within
the lots are anticipated to continued to be maintained as mowed grass.
D. Impact Justification and Mitigation
1. Avoidance and Minimization
la. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project.*
Prior to site plan design, the applicant requested that a detailed delineation was
conducted so that impacts to buffers could be minimized. The proposed buffer
impacts have been minimized to only those necessary for construction of the outfall
for SCM #1 (wet detention pond).
The riparian buffers within proposed Lots 1 & 2 were historically converted to
agricultural field and are currently maintained as mowed grass. There is no
proposed grading within the riparian buffers within the lots. It is anticipated that the
riparian buffers within Lots 1 & 2 will be maintained as mowed grass.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.*
Access during construction will occur from uplands. Silt fencing will be installed
around all disturbed areas to accidental disturbance within buffers outside of the
impact areas and prevent loss of sediment into adjacent buffers.
E. Diffuse Flow Plan
la. What type of SCM are you providing?*

✓ Level Spreader
✓ Vegetated Conveyance (lower SHWT)
✓ Wetland Swale (higher SHWT)
✓ Proposed project will not create concentrated stormwater flow through the
buffer
TJ Other SCM that removed minimum of 30% nitrogen
1b. Describe how diffuse flow will be maintained:*
The proposed project will treat stormwater within a wet detention basin (SCM #1)
which has been designed for a minimum of 30% nitrogen removal and therefore
diffuse flow is not required. Due to the steep topography below SCM #1, the outfall
has been designed with a riprap stilling basin which will dissipate outfall velocity to
non -erosive rates prior to flowing through the riprap bypass swale and into the
stream.
lc. Diffuse Flow Documentation*
F. Supplementary Information
Environmental Documentation
aick the upload button or drag and drop files here to attach docurrent
Diffuse Flow Documentation.pdf 56.08KB
FDF only
la. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land?
G Yes
f No
1b. 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 (North Carolina) Environmental Policy Act (NEPA/SEPA)?
c
Violations
2a. Is the site in violation of DWR Wetland Rules (15A NCAC 02H .0500), Isolated Wetland Rules (15A NCAC 02H .1300), DWR
Surface Water or Wetland Standards, or Riparian Buffer Rules (15A NCAC 02B .0200)?
C Yes
r No
2b. Is this an after -the -fact buffer authorization application?
r Yes
CNo
G. Additional Information
Please upload any additional information you would like the Division to consider during application review.
Additional Attachments:
Additional Comments:
H. Sign and Submit
aick the upload button or drag and drop files here to attach docurrent
Aerial.pdf 334.74KB
Wetland -Buffer Location Exhibit.pdf 343.08KB
FOF only
By digitally signing below, I certify that:
0 I have given true, accurate, and complete information on this form;

o I agree that submission of this form is a "transaction" subject to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic
Transactions Act")
o I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic
Transactions Act");
o I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written signature; AND
o I intend to electronically sign and submit the application form."
Print Name:*
Signature
Troy Beasley - Authorized Agent
rc047-d-efei-
Submission Date: (Auto populated field)

Initial Review
Is this accepted into the review process?*
Is this project a public transportation
project? *
CJ Yes in No
O Yes
C' No
ID#* 20211302
Version:* 1
Select Reviewer: * Robert Tankard:eads\rbtankard
Select Reviewing Office * Washington Regional Office - [phone]
Has payment been received?* F No Payment Needed
✓ Fee Received
✓ Need Fee - send electronic notification

rr WithersRavenel
II. Our People. Your Success.
AUTHORIZATION FOR PROPERTY ACCESS
The undersigned owner(s), Bryan Holdings, LLC, do(es) hereby authorize WithersRavenel, Inc. to access the
±115 acre property (PINs: 3600561041, 3600446857, 3600542776) located at 112 E. Patetown Road in
Goldsboro, Wayne County, North Carolina, for the purpose of environmental regulatory agency review (US
Army Corps of Engineers, NC Division of Water Quality, NC Division of Coastal Management, US Fish and
Wildlife Service, local Municipalities, etc.) and approvals (i.e. wetland delineation, stream/buffer
determination, environmental permitting, etc.) at the request of the contract purchaser.
This authorization does not bind the current property owner(s) to financial responsibility for services
rendered on the subject property by WithersRavenel, Inc.
This agreement shall continue in effect until completion/termination of the purchase contract for the subject
property.
Contract Purchaser's Agent Info:
WithersRavenel, Inc.
115 MacKenan Drive
Date:
1/zll2.ozz)
Signature of Owner(s):
Si he�• C .( 144cpc •
Name -;Print Title
Cary, NC 27511 Signature
Tel. [phone] P 3o k' q
Mailing Address
G )01e) Afc.- 27 _<33
City State Zip
Phone: Cl-3('Vtoo
Email: , ;.(oV;vt1 .C�,
115 MacKenan Drive 1 Cary. NC 27511
t: 919.469.3340 I f: 919.467.6008 l www.withersravenel.com 1 License No. C-0832
Asheville Cary 1 Greensboro 1 Pittsboro l Raleigh I Wilmington

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Printed August 27, 2021
See Below for Disclaimer
Streets
Local Roads
Interstate
— US Routes
— NC Routes
Railroads
SJAFB Runway
Public Airports
Parcels
Previous Lot Lines
Lot -Line
— Parcel -Hook
City and Town
•d-c
Extra Territorial Jurisdiction
0
County Borders
0
SJAFB Boundary
L
Surrounding Centerlines
Local Roads
Interstate
— US Highway
— NC Highway
Regulated Ditches and Streams
Rivers and Lakes

OBJECTID PIN Owner Name
67738 3600561041 BRYAN HOLDINGS LLC
Co -Owner Name Owner Address 1 Owner Address 2
PO DRAWER 919
Owner Address 3 Owner City Owner State
GOLDSBORO NC
Owner Zip Unit or Apt Deed Date
27533-0919 2/1/2006 12:00:00 AM
REID Deed Book Deed Page
0064242 2398 147
Sale Month Sale Year Sale Price
2 2006 0
Previous Deed Book Previous Deed Page Previous Sale Month
00735 0584 7
Previous Sales Year
1969
Previous Sale Price
0
Property Use
01 - SINGLE FAMILY RESIDENTIAL
Record Source Property Address Legal Description
Interest 112 E PATETOWN RD BARDEN FARM
Acres Neighborhood Account Number
98.72 01202 75319420
Township Code Building Value Outbuilding Value
12 0 0
Land Value Total Market Value Total Assessed Value
493600 493600 102950
Vacant Or Improved Vacant or Improved 2 Calculated Acres
I V 107.08
Users of the GIS information/data contained in this web mapping application are hereby notified that the information was compiled from recorded deeds, plats and
other public records and data. Users are notified that the aforementioned public primary information sources should be consulted for verification of the data contained
in this information. The County of Wayne and the mapping companies or other entities assume no legal responsibility for the information contained herein. By accepting
this disclaimer you agree and understand the disclaimer.

GOLDSBOROINDUSTRIAL CAMPUSLOCATION1 inch = 2000 ft.GRAPHIC SCALE010002000GOLDSBORO INDUSTRIAL CAMPUS - PH 1USGS QUAD - NORTHEAST GOLDSBORO QUADGOLDSBOROWAYNE COUNTYNORTH CAROLINAWithersRavenelEngineers | Planners | Surveyors
GOLDSBOROINDUSTRIAL CAMPUSPROJECT BOUNDARYPHASE 1 PROJECTBOUNDARY1 inch = 600 ft.GRAPHIC SCALE0300600GOLDSBORO INDUSTRIAL CAMPUS - PH 1USGS QUAD - NORTHEAST GOLDSBOROGOLDSBOROWAYNE COUNTYNORTH CAROLINAWithersRavenelEngineers | Planners | Surveyors
GOLDSBOROINDUSTRIAL CAMPUSPROJECT BOUNDARYPHASE 1 PROJECTBOUNDARY1 inch = 600 ft.GRAPHIC SCALE0300600GOLDSBORO INDUSTRIAL CAMPUS - PH 1WAYNE CO. SOIL SURVEY (1974) - SHEET 14GOLDSBOROWAYNE COUNTYNORTH CAROLINAWithersRavenelEngineers | Planners | Surveyors
LOT 1
4.00 AC.
174,416 SF
LOT 2
4.99 AC.
517,470 SF
PATETOWN ROAD NC 111
N. APLHA CT.11
T
H

S
T
R
E
E
T

S
R
1
5
5
5 PROPOSED ROAD APHASE LINE
PH
A
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E

L
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E
BUFFER ZONE 2
BUFFER ZONE 1
MAP APHASE LINES39
°
0
7
'
0
0
"
E
95.0
0
'
S39°0
7'00"E 24
9
.
9
6'
MAP A
VICINITY MAP
SITE
SCALE 1" = 2000'PATETOWN ROAD NC 111NC 117COUNTRY DAY
ROAD
11TH STREET SR 1555
BUFFER
MAP IMPACT #PERMANENT
ZONE 1
IMPACT (SF)
PERMANENT
ZONE 2
IMPACT (SF)
A 1 917
TOTALS 917 767
NORTH C A ROLI
N
AD
A
VE D. B A R TONEPROF E S SION
A
LE
NGI N E ERSEAL
031365
PRELIMINARYNOT APPROVED FOR
CONSTRUCTION
K:\17\17-0930\170931.02-Goldsboro Industrial Campus Site Improvement Drawings\CAD\Exhibits\BUFFER IMPACT\C0.0 BUFFER INDEX (02032021).dwg- Wednesday, February 10, 2021 10:24:17 AM - GARRICH, TOMNo.Checked ByRevisionDesignerDrawn ByDateByScaleDateJob No.Sheet No.WithersRavenel219 Station Road, Suite 101 | Wilmington, NC 28405t: 910-256-9277 | license #: C-0832 | www.withersravenel.comEngineers | Planners | SurveyorsC0.0170931.0202/09/2021AS NOTEDWAYNE COUNTYNORTH CAROLINAWRWRWRGOLDSBORO BUSINESSCAMPUS - PHASE IOVERALL BUFFER IMPACTMAP1 inch = 300 ft.
300
GRAPHIC SCALE
0 150 300 600
767
PROPOSED
SEWER
POND 1
POND 2
TRIBUTARY 2
(DITCH)
F
L
OW
TRIBUTARY 1
(DITCH)
FLOW
FLOWFLOW
EXISTING
SEWER
SCM 1
(WET POND)
STREAM 1
INTERMITTENT
F
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O
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STREAM 2 HOWELL
BRANCH PERENNIALFLOW
WETLAND 1
PROJECT
BOUNDARY
FUTURE PHASE II
CONCEPTUAL ONLY
IMPACT SUMMARY TABLE
FUTURE PHASE II
CONCEPTUAL ONLY
FUTURE PHASE II
CONCEPTUAL ONLY
NO GRADING WITHIN
RIPARIAN BUFFER ON
LOTS
SCM #1
WET POND
RIP RAP
STILLING
BASIN
50' NEU
S
E
RI
V
E
R
BUFFER
30'
ZONE 1
20'
ZONE 2
IMPACT 1
SCM OUTFALL PERMANENT BUFFER IMPACT
ZONE 1: 917 SF
ZONE 2: 767 SF
WEIR WALL
SPILLWAY
RIP-RAP BYPASS
SWALE
TOP OF BANK
NORTH C A ROLI
N
AD
A
VE D. B A R TONEPROF E S SION
A
LE
NGI N E ERSEAL
031365
PRELIMINARYNOT APPROVED FOR
CONSTRUCTION
K:\17\17-0930\170931.02-Goldsboro Industrial Campus Site Improvement Drawings\CAD\Exhibits\BUFFER IMPACT\BUFFER IMPACT MAP (02032021).dwg- Wednesday, February 10, 2021 10:25:26 AM - GARRICH, TOMNo.Checked ByRevisionDesignerDrawn ByDateByScaleDateJob No.Sheet No.WithersRavenel219 Station Road, Suite 101 | Wilmington, NC 28405t: 910-256-9277 | license #: C-0832 | www.withersravenel.comEngineers | Planners | SurveyorsC1.0170931.0202/09/2021AS NOTEDWAYNE COUNTYNORTH CAROLINAWRWRWRGOLDSBORO BUSINESSCAMPUS - PHASE IIMPACT MAP A (BUFFER)1 inch = 30 ft.
30
GRAPHIC SCALE
0 15 30 60

219 Station Road, Suite 101 | Wilmington, NC 28405 
t: 910.256.9277 | www.withersravenel.com | License No. C‐0832 
Asheville | Cary | Greensboro | Pittsboro | Raleigh | Wilmington

Goldsboro Industrial Campus 
Diffuse Flow Information 

The proposed project will treat stormwater within a wet detention basin (SCM #1) which has 
been designed for a minimum of 30% nitrogen removal and therefore diffuse flow is not 
required. Due to the steep topography below SCM #1, the outfall has been designed with a 
riprap stilling basin which will dissipate outfall velocity to non‐erosive rates prior to flowing 
through the riprap bypass swale and into the stream.  
P
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OW
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DALPHA COURTELEVENTH STREETGOLDSBOROINDUSTRIAL CAMPUSPROJECT BOUNDARYPHASE 1 BOUNDARY1 inch = 500 ft.GRAPHIC SCALE0250500GOLDSBORO INDUSTRIAL CAMPUSAERIAL PHOTOGRAPH (2017)GOLDSBOROWAYNE COUNTYNORTH CAROLINAWithersRavenelEngineers | Planners | Surveyors
P
A
T
E
T
OW
N

R
O
A
DALPHA COURTELEVENTH STREETGOLDSBOROINDUSTRIAL CAMPUSPROJECT BOUNDARYSTREAM 1INTERMITTENTSTREAM 2HOWELL BRANCHPERENNIALSCM 1(WET POND)WETLAND 1PHASE 1 BOUNDARYFUTUREPHASESFUTUREPHASES50' NRBLOT 1LOT 21 inch = 500 ft.GRAPHIC SCALE0250500GOLDSBORO BUSINESS CAMPUS - PH 1WETLAND/STREAM/BUFFER LOCATION EXHIBITGOLDSBOROWAYNE COUNTYNORTH CAROLINAWithersRavenelEngineers | Planners | Surveyors
Environmental
Quality
September 29, 2016
Bryan Holdings, LLC
Attn: Mr. Stephen C. Bryan
PO Drawer 919
Goldsboro, NC 27533
PAT MCCRORY
Governor
DONALD R. VAN DER VAART
Secretary
JAY ZIMMERMAN
DWR Director
DWR #16-0813
WAYNE County
Subject: On -Site Determination for Applicability to Neuse River Riparian Buffer Rules (15A NCAC 02B .0233)
Subject Property/ Project Name: Bryan Holdings Property
Address/Location: 400 Patetown Road, Goldsboro, Wayne County
Stream(s) Evaluated: Uts to Howell Branch and Howell Branch
Determination Date: 09/21/16 Staff: Anthony Scarbraugh
Determination Type:
Buffer: Stream:
Neuse (15A NCAC 02B.0233) Intermittent/Perennial Determination
Tar -Pamlico (15A NCAC 02B .0259)
USGS
Topo
Catawba (15A NCAC 02B.0243)
E
Jordan (15A NCAC 02B.0267) (governmental
16-0813 A Begin
and/or interjurisdictional projects)
Randleman (15A NCAC 02B.0250)
16-0813 B
Goose Creek (15A NCAC 02B .0605-.0608)
X
Stream E/I/P* Not Subject Subject Start@ Stop@ Soil
Survey
USGS
Topo
16-0813 A E X 16-0813 A Begin 16-0813 A End X
16-0813 B E X 16-0813 B Begin 16-0813 B End X X
16-0813 C E X 16-0813 C Begin 16-0813 C End X X
16-0813 D P X 16-0813 D Begin 16-0813 D End X X
16-0813 E P X 16-0813 E Begin 16-0813 E End X X
E/1/P = Ephemeral/Intermittent/Perennial
The Division of Water Resources has determined that the streams listed above and included on the attached map
have been located on the most recent published NRCS Soil Survey of WAYNE County, North Carolina and/or the most
recent copy of the USGS Topographic map at a 1:24,000 scale and evaluated for applicability to the Neuse River
Riparian Buffer Rule. Each stream that is checked "Not Subject" has been determined to not be at least intermittent
or not present on the property. Streams that are checked "Subject" have been located on the property and possess
characteristics that qualify them to be at least intermittent streams. There may be other streams or features located
on the property that do not appear on the maps referenced above but may be considered jurisdictional according
to the US Army Corps of Engineers and subject to the Clean Water Act.
Nlothing Compares--_,
State of North Carolina I Environmental Quality I Water Resources -Water Quality Regional Operations Section -Washington Regional Office
943 Washington Square Mall, Washington, North Carolina 27889
252-946-6481
BRYAN HOLDINGS PROPERTY
WAYNE County
09/29/2016
Page 2 of 2
This on-site determination shall expire five (5) years from the date of this letter. Landowners or affected parties
that dispute a determination made by the DWR may request a determination by the Director. An appeal request
must be made within sixty (60) calendar days of date of this letter to the Director in writing.
If sending via US Postal Service:
c/o Karen Higgins
DWR – 401 & Buffer Permitting Unit
1617 Mail Service Center
Raleigh, NC 27699-1617
If sending via delivery service (UPS, FedEx, etc.):
clo Karen Higgins
DWR – 401 & Buffer Permitting Unit
512 N. Salisbury Street
Raleigh, NC 27604
This determination is final and binding as detailed above, unless an appeal is requested within sixty (60) days.
This determination only addresses the applicability to the buffer rules and does not approve any activity within the
buffers. The project may require a Section 404/401 Permit for the proposed activity. Any inquiries regarding
applicability to the Clean Water Act should be directed to the US Army Corps of Engineers Washington Regulatory
Field Office at (910)-251-4629.
If you have questions regarding this determination, please feel free to contact Anthony Scarbraugh at (252) 948-
3924.
Sincerely,
2'q
Robert Tankard, Assistant Regional Supervisor
Water Quality Regional Operations Section
Division of Water Resources, NCDEQ
cc: WaRO DWR File Copy
LASERFICHE
Paul Stephens, Engineering Consulting Services (via email: [e-mail])
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Approximate Site Boundary
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SOURCE:
FIGURE 2
United States Geological Survey
USGS TOPOGRAPHIC MAP
7.5 - Minute Series Topographic Map:
Northeast Goldsboro, Created: 2001
C
Bryan Holding Property
NC Quadrangle;
Patetown Road
Contour Interval = 2 meters
Goldsboro, Wayne County, North Carolina
Scale: 1" = 1,000'
ECS Project No.: 49: 2640-A
lc-0'03t20w

foc
�N)
LEGEND,
Approximate Site Boundary
SOURCE:
USDA Soil Survey of
Wayne County
Issued: 1974
Map Sheet Numbers: 14
Scale: 1" 800'
FIGURE 3
USDA-NRCS SOIL MAP
Bryan Holding Property
Patetown Road
Goldsboro, Wayne County, North Carolina
ECS Project No.: 49: 2640-A

Page 1 of 2
U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW-2016-01657 County: Wayne County U.S.G.S. Quad: Northeast Goldsboro
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Applicant: Wayne County Development Alliance
Ms. Crystal Gettys
Address: 309 East Chestnut Street
Goldsboro, North Carolina 27530
Agent: ECS Carolinas, LLP
Mr. Paul M. Stephens IV
Address: 9001 Glenwood Avenue
Raleigh, North Carolina 27617
Size (acres) 128 Nearest Town Goldsboro
Nearest Waterway Stoney Creek River Basin Neuse River
USGS HUC 03020201 & 03020202 Coordinates Latitude: 35.41026
Longitude: -77.9762
Location description:The Bryan Holdings Property is identified as an approximate 128 acre tract of land, located on
Wayne County, North Carolina Parcels: 3600561040, 3600542779, and 3600446857. These parcels are located near 400
Patetown Road, Goldsboro, North Carolina.
Indicate Which of the Following Apply:
A. Preliminary Determination
X There are waters, including wetlands, on the above described project area, that may be subject to Section 404 of the
Clean Water Act (CWA)(33 USC § 1344) and/or Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403). The
waters, including wetlands, have been delineated, and the delineation has been verified by the Corps to be sufficiently
accurate and reliable. Therefore this preliminary jurisdiction determination may be used in the permit evaluation process,
including determining compensatory mitigation. For purposes of computation of impacts, compensatory mitigation
requirements, and other resource protection measures, a permit decision made on the basis of a preliminary JD will treat all
waters and wetlands that would be affected in any way by the permitted activity on the site as if they are jurisdictional
waters of the U.S. This preliminary determination is not an appealable action under the Regulatory Program
Administrative Appeal Process (Reference 33 CFR Part 331). However, you may request an approved JD, which is an
appealable action, by contacting the Corps district for further instruction.
There are wetlands on the above described property, that may be subject to Section 404 of the Clean Water Act
(CWA)(33 USC § 1344) and/or Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403). However, since the
waters, including wetlands, have not been properly delineated, this preliminary jurisdiction determination may not be
used in the permit evaluation process. Without a verified wetland delineation, this preliminary determination is merely an
effective presumption of CWA/RHA jurisdiction over all of the waters, including wetlands, at the project area, which is
not sufficiently accurate and reliable to support an enforceable permit decision. We recommend that you have the
waters of the U.S. on your property delineated. As the Corps may not be able to accomplish this wetland delineation in a
timely manner, you may wish to obtain a consultant to conduct a delineation that can be verified by the Corps.
B. Approved Determination
There are Navigable Waters of the United States within the above described property subject to the permit requirements of
Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403) and Section 404 of the Clean Water Act (CWA)(33 USC
§ 1344). Unless there is a change in law or our published regulations, this determination may be relied upon for a period
not to exceed five years from the date of this notification.
There are waters of the U.S., including wetlands, on the above described project area subject to the permit
requirements of Section 404 of the Clean Water Act (CWA) (33 USC § 1344). Unless there is a change in the law or our
published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
We recommend you have the waters of the U.S. on your property delineated. As the Corps may not be able to
accomplish this wetland delineation in a timely manner, you may wish to obtain a consultant to conduct a delineation that
can be verified by the Corps.
The waters of the U.S., including wetlands, on your project area have been delineated and the delineation has been
verified by the Corps. If you wish to have the delineation surveyed, the Corps can review and verify the survey upon
completion. Once verified, this survey will provide an accurate depiction of all areas subject to CWA and/or RHA
jurisdiction on your property which, provided there is no change in the law or our published regulations, may be relied
upon for a period not to exceed five years.
The waters of the U.S., including wetlands, have been delineated and surveyed and are accurately depicted on the plat
signed by the Corps Regulatory Official identified below on ______________. Unless there is a change in the law or our
published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
There are no waters of the U.S., to include wetlands, present on the above described project area which are subject to the
permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law or our
published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area Management Act
(CAMA). You should contact the Division of Coastal Management in Morehead City, NC, at [phone] to
determine their requirements.
Placement of dredged or fill material within waters of the US, including wetlands, without a Department of the Army permit
may constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). Placement of dredged or fill material,
construction or placement of structures, or work within navigable waters of the United States without a Department of the
Army permit may constitute a violation of Sections 9 and/or 10 of the Rivers and Harbors Act (33 USC § 401 and/or 403). If
you have any questions regarding this determination and/or the Corps regulatory program, please contact Ms. Samantha
Dailey at [phone], ext. 22 or [e-mail].
C. Basis For Determination:Refer to the enclosed Preliminary Jurisdictional Determination Form and Figures
1-6.
D. Remarks:
E. Attention USDA Program Participants
This delineation/determination has been conducted to identify the limits of Corps’ Clean Water Act jurisdiction for the
particular site identified in this request. The delineation/determination 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 request a certified wetland determination from the local office of the Natural Resources
Conservation Service, prior to starting work.
F. Appeals Information (This information applies only to approved jurisdictional determinations as indicated in
B. above)
This correspondence constitutes an approved jurisdictional determination for the above described site. If you object to this
determination, you may request an administrative appeal under Corps regulations at 33 CFR Part 331. Enclosed you will find a
Notification of Appeal Process (NAP) fact sheet and request for appeal (RFA) form. If you request to appeal this
determination you must submit a completed RFA form to the following address:
US Army Corps of Engineers
South Atlantic Division
Attn: Jason Steele, Review Officer
60 Forsyth Street SW, Room 10M15
Atlanta, Georgia 30303-8801
In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for
appeal under 33 CFR part 331.5, and that it has been received by the Division Office within 60 days of the date of the NAP.
Should you decide to submit an RFA form, it must be received at the above address by .
**It is not necessary to submit an RFA form to the Division Office if you do not object to the determination in this
correspondence.**
Corps Regulatory Official: ______________________________________________________
Date:February 15, 2017 Expiration Date:N/A
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we
continue to do so, please complete our Customer Satisfaction Survey, located online at
http://corpsmapu.usace.army.mil/cm_apex/f?p=136:4:0.
DAILEY.SAMANTHA.J.1
387567948
Digitally signed by DAILEY.SAMANTHA.J.1387567948
DN: c=US, o=U.S. Government, ou=DoD, ou=PKI,
ou=USA, cn=DAILEY.SAMANTHA.J.1387567948
Date: 2017.02.15 09:59:38 -05'00'
NOTIFICATION OF ADMINISTRATIVE APPEAL OPTIONS AND PROCESS AND
REQUEST FOR APPEAL
Applicant: Wayne County Development Alliance
Ms. Crystal Gettys
File Number:SAW-2016-01657 Date:February 15, 2017
Attached is:See Section below
INITIAL PROFFERED PERMIT (Standard Permit or Letter of permission)A
PROFFERED PERMIT (Standard Permit or Letter of permission)B
PERMIT DENIAL C
APPROVED JURISDICTIONAL DETERMINATION D
PRELIMINARY JURISDICTIONAL DETERMINATION E
SECTION I - The following identifies your rights and options regarding an administrative appeal of the above decision.
Additional information may be found at http://www.usace.army.mil/Missions/CivilWorks/RegulatoryProgramandPermits.aspx or
Corps regulations at 33 CFR Part 331.
A: INITIAL PROFFERED PERMIT: You may accept or object to the permit.
x ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the
permit.
x OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request
that the permit be modified accordingly. You must complete Section II of this form and return the form to the district
engineer. Your objections must be received by the district engineer within 60 days of the date of this notice, or you will
forfeit your right to appeal the permit in the future. Upon receipt of your letter, the district engineer will evaluate your
objections and may: (a) modify the permit to address all of your concerns, (b) modify the permit to address some of your
objections, or (c) not modify the permit having determined that the permit should be issued as previously written. After
evaluating your objections, the district engineer will send you a proffered permit for your reconsideration, as indicated in
Section B below.
B: PROFFERED PERMIT: You may accept or appeal the permit
x ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the
permit.
x APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein,
you may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section II of
this form and sending the form to the division engineer. This form must be received by the division engineer within 60 days
of the date of this notice.
C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process by
completing Section II of this form and sending the form to the division engineer. This form must be received by the division
engineer within 60 days of the date of this notice.
D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or provide new
information.
x ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the
date of this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD.
x APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers
Administrative Appeal Process by completing Section II of this form and sending the form to the district engineer. This form
must be received by the division engineer within 60 days of the date of this notice.
E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps regarding the
preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved JD (which may be appealed),
by contacting the Corps district for further instruction. Also you may provide new information for further consideration by the
Corps to reevaluate the JD.
SECTION II - REQUEST FOR APPEAL or OBJECTIONS TO AN INITIAL PROFFERED PERMIT
REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your objections to an initial
proffered permit in clear concise statements. You may attach additional information to this form to clarify where your reasons or
objections are addressed in the administrative record.)
ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps memorandum for the
record of the appeal conference or meeting, and any supplemental information that the review officer has determined is needed to
clarify the administrative record. Neither the appellant nor the Corps may add new information or analyses to the record.
However, you may provide additional information to clarify the location of information that is already in the administrative
record.
POINT OF CONTACT FOR QUESTIONS OR INFORMATION:
If you have questions regarding this decision and/or the
appeal process you may contact:
District Engineer, Wilmington Regulatory Division
Raleigh Regulatory Field Office
Attn: Samantha Dailey
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
If you only have questions regarding the appeal process you may
also contact:
Mr. Jason Steele, Administrative Appeal Review Officer
CESAD-PDO
U.S. Army Corps of Engineers, South Atlantic Division
60 Forsyth Street, Room 10M15
Atlanta, Georgia 30303-8801
Phone: [phone]
RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any government
consultants, to conduct investigations of the project site during the course of the appeal process. You will be provided a 15 day
notice of any site investigation, and will have the opportunity to participate in all site investigations.
________________________________________
Signature of appellant or agent.
Date: Telephone number:
For appeals on Initial Proffered Permits send this form to:
District Engineer, Wilmington Regulatory Division,Attn: Samantha Dailey, 69 Darlington Avenue, Wilmington, North
Carolina 28403
For Permit denials, Proffered Permits and Approved Jurisdictional Determinations send this form to:
Division Engineer, Commander, U.S. Army Engineer Division, South Atlantic, Attn: Mr. Jason Steele, Administrative
Appeal Officer, CESAD-PDO, 60 Forsyth Street, Room 10M15, Atlanta, Georgia 30303-8801
Phone: [phone]
APPENDIX 2
PRELIMINARY JURISDICTIONAL DETERMINATION FORM
BACKGROUND INFORMATION
A. REPORT COMPLETION DATE FOR PRELIMINARY JURISDICTIONAL DETERMINATION (JD):
February 15, 2017
B. NAME AND ADDRESS OF PERSON REQUESTING PRELIMINARY JD:
Applicant: Wayne County Development Alliance
Ms. Crystal Gettys
Address: 309 East Chestnut Street
Goldsboro, North Carolina 27530
Agent: ECS Carolinas, LLP
Mr. Paul M. Stephens
Address: 9001 Glenwood Avenue
Raleigh, North Carolina 27617
C. DISTRICT OFFICE, FILE NAME, AND NUMBER: Wilmington, Bryan Holdings Property, Wayne County
Development Alliance, Wayne County, SAW-2016-01657
D. PROJECT LOCATION(S) AND BACKGROUND INFORMATION:
(USE THE ATTACHED TABLE TO DOCUMENT MULTIPLE WATERBODIES AT DIFFERENT SITES)
State:NC County/parish/borough: Wayne City: Goldsboro
Center coordinates of site (lat/long in degree decimal format): Lat. 35.41026°N, Long. 78.9762°W.
Universal Transverse Mercator:
Name of nearest water body:Stoney Creek
E. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLIES):
Office (Desk) Determination. Date:February 15, 2017
Field Determination. Date(s):September 21 and October 3, 2016
TABLE OF AQUATIC RESOURCES IN REVIEW AREA WHICH “MAY BE” SUBJECT TO REGULATORY
JURISDICTION
1. The Corps of Engineers believes that there may be jurisdictional aquatic resources in the review area, and the requestor of this
PJD is hereby advised of his or her option to request and obtain an approved JD (AJD) for that review area based on an informed
decision after having discussed the various types of JDs and their characteristics and circumstances when they may be
appropriate.
Site Number Latitude
(°N)
Latitude
(°W)
Estimated Amount
of Aquatic
Resources in
Review Area
Type of
aquatic
resource (i.e.
wetland vs.
non-wetland)
Geographic authority
to which the aquatic
resource “may be”
subject (i.e. Section 404
or Section 10/404)Linear
Feet Acres
S1 35.412947 -77.972403 2750 Non-wetland Section 404
W1 35.412342 -77.970771 3.25 Wetland Section 404
JT1
(northern)35.412364 -77.977125 2000 Non-wetland Section 404
JT2
(southern)35.408256 -77.974751 1350 Non-wetland Section 404
Pond 1
(northern)35.410711 -77.978853 0.30 Open water Section 404
Pond 2
(southern)35.409006 -77.978192 0.15 Open water Section 404
1 Districts may establish timeframes for requestor to return signed PJD forms. If the requestor does not respond within the
established time frame, the district may presume concurrence and no additional follow up is necessary prior to finalizing an
action.
2. In any circumstance where a permit applicant obtains an individual permit, or a Nationwide General Permit (NWP) or other
general permit verification requiring “pre-construction notification” (PCN), or requests verification for a non-reporting NWP or
other general permit, and the permit applicant has not requested an AJD for the activity, the permit applicant is hereby made
aware that: (1) the permit applicant has elected to seek a permit authorization based on a PJD, which does not make an official
determination of jurisdictional aquatic resources; (2) the applicant has the option to request an AJD before accepting the terms
and conditions of the permit authorization, and that basing a permit authorization on an AJD could possibly result in less
compensatory mitigation being required or different special conditions; (3) the applicant has the right to request an individual
permit rather than accepting the terms and conditions of the NWP or other general permit authorization; (4) the applicant can
accept a permit authorization and thereby agree to comply with all the terms and conditions of that permit, including whatever
mitigation requirements the Corps has determined to be necessary; (5) undertaking any activity in reliance upon the subject
permit authorization without requesting an AJD constitutes the applicant’s acceptance of the use of the PJD; (6) accepting a
permit authorization (e.g., signing a proffered individual permit) or undertaking any activity in reliance on any form of Corps
permit authorization based on a PJD constitutes agreement that all aquatic resources in the review area affected in any way by
that activity will be treated as jurisdictional, and waives any challenge to such jurisdiction in any administrative or judicial
compliance or enforcement action, or in any administrative appeal or in any Federal court; and (7)whether the applicant elects to
use either an AJD or a PJD, the JD will be processed as soon as practicable. Further, an AJD, a proffered individual permit (and
all terms and conditions contained therein), or individual permit denial can be administratively appealed pursuant to 33 C.F.R.
Part 331. If, during an administrative appeal, it becomes appropriate to make an official determination whether geographic
jurisdiction exists over aquatic resources in the review area, or to provide an official delineation of jurisdictional aquatic
resources in the review area, the Corps will provide an AJD to accomplish that result, as soon as is practicable. This PJD finds
that there “may be” waters of the U.S. and/or that there “may be” navigable waters of the U.S. on the subject review area, and
identifies all aquatic features in the review area that could be affected by the proposed activity, based on the following
information:
SUPPORTING DATA. Data reviewed for preliminary JD (check all that apply):Checked items should be included in
subject file. Appropriately reference sources below where indicated for all checked items:
Maps, plans, plots or plat submitted by or on behalf of the PJD requestor:ECS Carolinas, LLP submitted a
Jurisdictional Determination Request on August 18, 2016, with revisions received on October 4, 2016.
Data sheets prepared/submitted by or on behalf of the PJD requestor.
Office concurs with data sheets/delineation report.
Office does not concur with data sheets/delineation report.
Data sheets prepared by the Corps: .
Corps navigable waters’ study: .
U.S. Geological Survey Hydrologic Atlas: .
USGS NHD data.
USGS 8 and 12 digit HUC maps.
U.S. Geological Survey map(s). Cite scale & quad name:1:24K, NC-Northeast Goldsboro
USDA Natural Resources Conservation Service Soil Survey. Citation:Web Soil Survey: September 2016.
National wetlands inventory map(s). Cite name:Corps of Engineers SimSuite – September 2016.
State/Local wetland inventory map(s): .
FEMA/FIRM maps: .
100-year Floodplain Elevation is: (National Geodetic Vertical Datum of 1929)
Photographs: Aerial (Name & Date): .
or Other (Name & Date): .
Previous determination(s). File no. and date of response letter: .
Other information (please specify): .
IMPORTANT NOTE: The information recorded on this form has not necessarily been verified by the Corps and should
not be relied upon for later jurisdictional determinations.
_________________________ __________________________
Signature and date of Signature and date of
Regulatory Project Manager person requesting preliminary JD
(REQUIRED)(REQUIRED, unless obtaining the signature is
Impracticable)
DAILEY.SAMANT
HA.J.1387567948
Digitally signed by
DAILEY.SAMANTHA.J.1387567948
DN: c=US, o=U.S. Government,
ou=DoD, ou=PKI, ou=USA,
cn=DAILEY.SAMANTHA.J.1387567948
Date: 2017.02.15 09:56:58 -05'00'
SOURCE:
Google Earth
Street Map
Not to Scale
FIGURE 1
SITE LOCATION MAP
Bryan Holding Property
Patetown Road
Goldsboro, Wayne County, North Carolina
ECS Project No.: 49: 2640-A

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LEGEND
i"N.�
Approximate Site Boundary
.
#
SOURCE:
United States Geological Survey
7.5 - Minute Series Topographic Map:
Northeast Goldsboro, Created: 2001
NC Quadrangle;
Contour Interval = 2 meters
Scale: 1" � 1,000'
FIGURE 2
USGS TOPOGRAPHIC MAP
Bryan Holding Property
Patetown Road
Goldsboro, Wayne County, North Carolina
ECS Project No.: 49: 2640-A 1
_
—
1

LEGEND
Approximate Site Boundary
SOURCE:
USDA Soil Survey of
Wayne County
Issued: 1974
Map Sheet Numbers: 14
Scale: 1" = 800'
FIGURE 3
USDA-NRCS SOIL MAP
Bryan Holding Property
Patetown Road
Goldsboro, Wayne County, North Carolina
ECS Project No.: 49: 2640-A

SOURCE:
U.S. Fish and Wildlife Service
National Wetlands Inventory
Mapping Program
Scale: 1" = 1,200'
LEGEND
Approximate
Site Boundary
Wetlands
Freshwater Emergent
Freshwater Forested/Shrub
Estuarine and Marine Deepwarer
Estuarine and Marine
Freshwater Pond
Lake
Rwenne
Other
FIGURE 4
NATIONAL WETLANDS INVENTORY MAP
Bryan Holding Property
Patetown Road
Goldsboro, Wayne County, North Carolina
ECS Project No.: 49: 2640-A

SOURCE:
FEMA FIRM
North Carolina Floodplain Mapping
Program Website
Panels: 3720360000J
Dated: 12/2/2005
Scale: 1” 1,200’
FIGURE 5
FEMA FIRM MAP
LEGEND
Approximate Site
Boundary
Bryan Holding Property
Patetown Road
Goldsboro, Wayne County, North Carolina
ECS Project No.: 49: 2640-A
SOURCE:
USGS Orthoimagery for Wayne
County 2012 Aerial Photograph,
ArcGIS, Trimble GeoXH Unit, &
ECS Field Notes
Scale: 1” 800’
FIGURE 6
GPS FLAGGING LOCATION MAP
LEGEND
Approximate Location of Site Boundary
Approximate Location of Perennial Stream
Approximate Location of Jurisdictional Ditch
Approximate Location of Culvert
Approximate Location of Data Point
Approximate Location of Neuse River Buffer
Approximate Location of Wetland Area
Approximate Location of Pond
DP-1
State Buffer Requirements: 50-0’
Watershed Classification = Class C; NSW
Watershed = Neuse River Basin
Nearest Water Body = Howell Branch
Local Buffer Requirements: Same as State
FLAG NUMBERS/INFO
WETLAND/JURISDICTIONAL
TRIBUTARY FLAGS =
STREAM/POND FLAGS =
Stream Flags = 68
Pond Flags = 0
Wetland Flags = 36
Total Flags = 104
Wetland Boundary
ECS PERFORMED A WETLAND/STREAM DELINEATION AND GPS LOCATING (7/27/16). OUR FINDINGS HAVE BEEN
VERIFIED BY THE USACE (9/21 & 10/3/16) AND THE NCDWR (9/21/16). THIS IS NOT A SURVEY. THIS MAP IS FOR
PRELIMINARY PLANNING PURPOSES. A STATE MANDATED BUFFER OF 50 FEET IS REQUIRED FOR PERENNIAL AND
INTERMITTENT STREAMS LOCATED IN THE NEUSE RIVER BASIN BASED ON THE LATEST USGS TOPOGRAPHIC MAP
AND/OR USDA-NRCS SOIL SURVEY. LOCAL BUFFERS ARE IN ACCORDANCE WITH THE STATE MANDATED BUFFER
REQUIREMENT OF 50 FEET.
Bryan Holding Property
Patetown Road
Goldsboro, Wayne County, North Carolina
ECS Project No.: 49: 2640-A
W1 1-36
DP-1
S1 1-68
SDP-1
DP-2