20190193 Ver 1_401 Application_20190215

Joe E. Godwin Sr., P.E., P.L.S.
Jason E. Godwin, P.L.S.
Fleet Temple, P.E.
January 28, 2019
noch
ngineers,P.A. 2 0 1 90 1 93
Consulting Engineers & Surveyors Phone: [phone]
[phone]
1403 NC Highway 50 South
Benson, North Carolina 27504
RALEIGH REGULATORY FIELD OFFICE
US Army Corps of Engineers
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
Attn: Mr. Ross Sullivan
NC DEQ — DIVISION OF WATER RESOURCES
217 West Jones Street
Raleigh, North Carolina 27603
Attn: Mrs. Stephanie Goss
Fax: [phone]
www.enocheng*meers.com
[e-mail]
Reference: Pre -Construction Notification — NWP 14 & WQC
Subject: Tarheel Road Property — Copper Creek South
Latitude 35.425518, Longitude -78.549046
Johnston County, Tarheel Road
Enoch Engineers Project No. 4639
COO
Enclosed is the PCN request form for Nationwide Permit 14 and concurrent Water Quality
Certification for the project referenced above. Please let us know if you have any questions (919)
820-3491, or [e-mail].
Sincerely,
Enoch Engineers, PA
Jason E. Godwin, PLS
Encl.: PCN package

,ot WA rF19
y
� y
o �c
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.4 January 2009
Pre -Construction Notification (PCN) Form
A. Applicant Information
1. Processing
1a. Type(s) of approval sought from the Corps:
Q Section 404 Permit ❑ Section 10 Permit
1 b. Specify Nationwide Permit (NWP) number: 14 or General Permit (GP) number:
1c. Has the NWP or GP number been verified by the Corps?
❑X Yes ❑ No
1d. Type(s) of approval sought from the DWQ (check all that apply):
❑X 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑X Riparian Buffer Authorization
1 e. Is this notification solely for the record
because written approval is not required?
For the record only for DWQ
401 Certification:
❑X Yes ❑ No
For the record only for Corps Permit:
❑X Yes ❑ No
1f. Is payment into a mitigation bank or in -lieu fee program proposed for
mitigation of impacts? If so, attach the acceptance letter from mitigation bank
or in -lieu fee program.
❑ Yes © No
1g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1h
below.
❑ Yes ❑X No
1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes Q No
2. Project Information
2a. Name of project:
Tarheel Road Property (Copper Creek -South)
2b. County:
Johnston County
2c. Nearest municipality / town:
Town of Benson
2d. Subdivision name:
Copper Creek
2e. NCDOT only, T.I.P. or state project no:
3. Owner Information
3a. Name(s) on Recorded Deed:
R.P. Wellons Land & Development, LLC
3b. Deed Book and Page No.
D.B. 5249 PG. 545
3c. Responsible Party (for LLC if
applicable):
R.P. Wellons Land & Development, LLC
3d. Street address:
2004 W. Cumberland Street
3e. City, state, zip:
Dunn, NC 28334
3f. Telephone no.:
910-892-3123
3g. Fax no.:
3h. Email address:
[e-mail]
Page 1 of 10
PCN Form — Version 1.4 January 2009

4. Applicant Information (if different from owner)
4a. Applicant is:
❑x Agent ❑ Other, specify:
4b. Name:
Jason Godwin
4c. Business name
(if applicable):
Enoch Engineers, PA
4d. Street address:
1403 NC Highway 50 South
4e. City, state, zip:
Benson, NC 27504
4f. Telephone no.:
919-894-7765
4g. Fax no.:
919-894-8190
4h. Email address:
[e-mail]
5. Agent/Consultant Information (if applicable)
5a. Name:
SAME AS ABOVE
5b. Business name
(if applicable):
5c. Street address:
5d. City, state, zip:
5e. Telephone no.:
51'. Fax no.:
5g. Email address:
Page 2 of 10

B.
Project Information and Prior Project History
1.
Property Identification
1a.
Property identification no. (tax PIN or parcel ID):
163000-49-1016
1b. Site coordinates (in decimal degrees):
ILatitude. 35.4239 Longitude: -78.5492
1c.
Property size:
66.7 acres
2.
Surface Waters
2a.
Name of nearest body of water to proposed project:
UT to Hannah Creek Tributary 2
2b.
Water Quality Classification of nearest receiving water:
C;NSW
2c.
River basin:
Neuse
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:
Existing site conditions is woodland (partial mixed hardwoods and softwood) with several adjacent single family home lots along the road frontage of
Tarheel Road.
3b.
List the total estimated acreage of all existing wetlands on the property: 1.2
3c.
List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 1,553
3d. Explain the purpose of the proposed project:
Gain access to the south western side of the UT.
3e. Describe the overall project in detail, including the type of equipment to be used:
Installing a reinforced concrete culvert at the specified location with energy dissipater rip -rap at the inflow and outflow of the pipe.
4.
Jurisdictional Determinations
4a.
Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
project (includingall prior phases)in the past?
rX1 Yes ❑ No ❑ Unknown
Comments:
4b.
If the Corps made the jurisdictional determination, what type
of determination was made?
Preliminary ❑ Final
4c.
If yes, who delineated the jurisdictional areas?
Name (if known): Ross Sullivan
Agency/Consultant Company: Enoch Engineers, PA
Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
October 19th 2017 (Ross Sullivan). See attached.
5.
Project History
5a.
Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past?
❑Yes ❑X No ❑ Unknown
5b.
If yes, explain in detail according to "help file" instructions.
S.
Future Project Plans
6a.
Is this a phased project?
0 Yes ❑ No
6b. If yes, explain.
There will be two Phases. Phase one includes the impact of the intermittent stream included in this PCN. Phase two has no impacts to wetlands or
streams.
Page 3 of 10
PCN Form — Version 1.4 January 2009

C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
❑X Wetlands Q Streams —tributaries Q Buffers ❑ Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a.
Wetland impact
number
Permanent (P) or
Temporary
2b.
Type of impact
2c.
Type of wetland
2d.
Forested
2e.
Type of jurisdiction
Corps (404,10) or
DWQ (401, other)
2.
Area of
impact
(acres)
W1 -
Choose one
Choose one
Yes/No
-
W2 -
Choose one
Choose one
Yes/No
-
W3 -
Choose one
Choose one
Yes/No
-
W4 -
Choose one
Choose one
Yes/No
-
W5 -
Choose one
Choose one
Yes/No
-
W6 -
Choose one
Choose one
Yes/No
-
2g. Total Wetland Impacts:
2h. Comments:
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a.
Stream impact
number
Permanent (P) or
Temporary (T)
3b.
Type of impact
3c.
Stream name
3d.
Perennial (PER) or
intermittent (INT)?
3e.
Type of
jurisdiction
3f.
Average
stream
width
(feet)
3g.
Impact
length
(linear
feet)
S1 P
Culvert
UT
INT
DWQ
15
82
S2 -
Choose one
-
-
S3 -
Choose one
-
-
S4 -
Choose one
-
-
S5 -
Choose one
-
-
S6 -
Choose one
-
-
3h. Total stream and tributary Impacts
82
3i. Comments:
Page 4 of 10
PCN Form — Version 1.4 January 2009

4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then indivi ually list all open water impacts below.
4a.
Open water
impact number
Permanent (P) or
Temporary
4b.
Name of waterbody
(if applicable)
4c.
Type of impact
4d.
Waterbody
type
4e.
Area of impact (acres)
01 P
UT
Drainage
Other
0.02
02 -
Choose one
Choose
03 -
Choose one
Choose
04 -
Choose one
Choose
4f. Total open water impacts
0.02
4g. Comments:
6. Pond or Lake Construction
If pond or lake construction proposed, the complete the chart below.
5a.
Pond ID number
5b.
Proposed use or
purpose of pond
5c.
Wetland Impacts (acres)
5d.
Stream Impacts (feet)
5e.
Upland
(acres)
Flooded
Filled
Excavated
Flooded
Filled
Excavated
P1
Choose one
P2
Choose one
5f. Total:
5g. Comments:
5h. Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts require mitigation, then you MUST fill out Section D of this form.
6a. Project is in which protected basin?
❑X Neuse ❑ Tar -Pamlico ❑ Catawba ❑ Randleman ❑ Other:
6b.
Buffer Impact
number-
Permanent (P) or
Tem ora
6c.
Reason for impact
6d.
Stream name
6e.
Buffer
mitigation
required?
6f.
Zone 1
impact
(square
feet)
6g.
Zone 2
impact
(square
feet
B1 P
Culvert
UT
No
4,052
3,819
B2 -
Yes/No
B3 -
Yes/No
B4 -
Yes/No
B5 -
Yes/No
B6 -
Yes/No
6h. Total Buffer Impacts:
4,052
3,819
6i. Comments:
Page 5 of 10

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
Design the crossing to minimize the total length of crossing over the UT.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Use of trackhoe machinery and silt fences.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for
impacts to Waters of the U.S. or Waters of the State?
❑ Yes Q No
2b. If yes, mitigation is required by (check all that apply):
❑ DWQ ❑ Corps
2c. If yes, which mitigation option will be used for this
project?
❑ Mitigation bank
❑Payment to in -lieu fee program
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter)
Type: Choose one
Type: Choose one
Type: Choose one
Quantity:
Quantity:
Quantity:
3c. Comments:
4. Complete if Making a Payment to In -lieu Fee Program
4a. Approval letter from in -lieu fee program is attached.
❑ Yes
4b. Stream mitigation requested:
linear feet
4c. If using stream mitigation, stream temperature:
Choose one
4d. Buffer mitigation requested (DWQ only):
square feet
4e. Riparian wetland mitigation requested:
acres
4f. Non -riparian wetland mitigation requested:
acres
4g. Coastal (tidal) wetland mitigation requested:
acres
4h. Comments:
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
Page 6 of 10
PCN Form — Version 1.4 January 2009

6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires
Yes OX No
buffer mitigation?
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
6c.
6d.
6e.
Zone
Reason for impact
Total impact
Multiplier
Required mitigation
(square feet)
(square feet)
Zone 1
Culvert
4,052
3 (2 for Catawba)
Zone 2
Culvert
3,819
1.5
6f. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund).
6h. Comments:
Page 7 of 10

E.
Stormwater Management and Diffuse Flow Plan (required by DWQ)
1.
Diffuse Flow Plan
1a.
Does the project include or is it adjacent to protected riparian buffers identified
Yes ❑ No
within one of the NC Riparian Buffer Protection Rules?
1 b.
If yes, then is a diffuse flow plan included? If no, explain why.
❑ Yes ❑ No
2.
Stormwater Management Plan
2a.
What is the overall percent imperviousness of this project?
14.99%
2b.
Does this project require a Stormwater Management Plan?
❑ Yes No
2c.
If this project DOES NOT require a Stormwater Management Plan, explain why:
The overall percent imperviousness is below 15%
2d.
If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
2e.
Who will be responsible for the review of the Stormwater Management Plan?
3.
Certified Local Government Stormwater Review
3a.
In which local governments jurisdiction is thisproject?
❑ Phase II
❑ NSW
3b.
Which of the following locally -implemented stormwater management programs
❑ USMP
apply (check all that apply):
❑ Water Supply Watershed
❑ Other:
3c.
Has the approved Stormwater Management Plan with proof of approval been
❑Yes ❑ No
attached?
4.
DWQ Stormwater Program Review
❑Coastal counties
❑HQW
4a.
Which of the following state -implemented stormwater management programs apply
ORW
(check all that apply):
HSessionLaw 2006-246
❑Other:
4b.
Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ❑ No
attached?
5. DWQ 401 Unit Stormwater Review
5a.
Does the Stormwater Management Plan meet the appropriate requirements,
❑ Yes ❑ No
5b.
Have all of the 401 Unit submittal requirements been met?
❑ Yes ❑ No
Page 8 of 10
PCN Form — Version 1.4 January 2009

F. Supplementary Information
1.
Environmental Documentation (DWQ Requirement)
1 a.
Does the project involve an expenditure of public (federal/state/local) funds or the
❑ Yes ❑X No
use of public (federal/state) land?
1 b.
If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State
❑Yes ❑ No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1c.
If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
❑ Yes ❑ No
letter.)
Comments:
2.
Violations (DWQ Requirement)
2a.
Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards,
El Yes Q No
or Riparian Buffer Rules (15A NCAC 2B.0200)?
2b.
Is this an after -the -fact permit application?
[]Yes Q No
2c.
If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3.
Cumulative Impacts (DWQ Requirement)
3a.
Will this project (based on past and reasonably anticipated future impacts) result in
❑Yes Q No
additional development, which could impact nearby downstream water quality?
3b.
If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
4.
Sewage Disposal (DWQ Requirement)
4a. Clearly detail the ultimate treatment methods and disposition (non -discharge or discharge) of wastewater generated from
The
the proposed project, or available capacity of the subject facility.
sewage disposal of individual lots will be onsite specific and governed by Johnston County.
Page 9 of 10
PCN Form — Version 1.4 January 2009

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
Yes ❑X No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act
Yes FX No
impacts?
5c. If yes, indicate the USFWS Field Office you have contacted.
-
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
One source online. Natural Heritage program resources.
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat?
❑ Yes EX No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
Natural Heritage program resources.
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation
Yes QX No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
One source online.
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA -designated 100 -year floodplain?
❑ Yes Q No
8b. If yes, explain how project meets FEMA requirements:
8c. What source(s) did you use to make the floodplain determination?
NC floodmaps
Jason E. Godwin
01-28-19
Applicant/Agent's Printed Name
Date
Applicant/Agent's Signature
gent's signature is valid only if an authorization
letter from the applicant isprovided.)
Page 10 of 10

Water Resources
ENVIRONMENTAL QUALITY
June 28, 2017
Jason E Godwin, Enoch Engineers, PA
1403 NC Highway 50 South
Benson, NC 27504
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
S. JAY ZIMMERMAN
Director
Subject: Determination Letter
NBRRO #17-187
Johnston County
Determination Type:
Buffer
Intermittent/Perennial
® Neuse (15A NCAC 213.0233)
Stop Soil USGS
@ Surve To o
❑ Tar -Pamlico (15A NCAC 213 .0259)
0 Intermittent/Perennial Determination (where local buffer
X Fla
ordinances apply)
❑ Jordan (15A NCAC 2B .0267)
Stream B
(governmental and/or interjurisdictional
X
projects)
X X
Project Name:
Address/Location:
Tarheel Road Tract (the Benson Farm)
Tarheel Road. Benson
Stream(s): UT to Hannah Creek
Determination Date: June 28, 2017 Staff: Ray NMosh
Stream
E/1/P
*
Not Subject
Subject
Start@
Stop Soil USGS
@ Surve To o
Stream A
P
X Fla
35.42487 -78.54689(flag CL 12
PL X
Stream B
P
X
Throughout
X X
Stream C
P
X
Throughout
X
Stream D I
I
I X
Throughout
I X
*EII/P = EphemeraUlntermittent/Perennial
** stream is culverted under property
Explanation: The stream(s) listed above has been located on the most recent published NRCS Soil Survey of
Chatham County, North Carolina and/or the most recent copy of the USGS Topographic map at a 1:24,000 scale.
Each stream that is checked "Not Subject" has been determined to not be at least intermittent or is not present.
Streams that are checked "Subject" have been located on the property and possess characteristics that qualify it to be
at least an.intermittent stream. There may be other streams located on the property that do not show up on the maps
referenced above but may be considered jurisdictional according to the US Arrny Corp§ of Engineers:
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 is
by the Director. An
Nothing Compares,
Stam of North Ca o'ana I Environmental QuaU1y I Waver Resources
512 N. Salisbury Street i 1611 Mail Service Center I Raleigh, NC 2 76 9 9-1611
919.707.9000

appeal request must be made within sixty (60) days of date of this letter. A request for a determination by the
Director shall be referred 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.): Karen Higgins; DWR — 401 & Buffer Permitting Unit, 512 N. Salisbury
Street, Raleigh, NC 27604.
This determination is final and binding unless, as detailed above, unless an appeal is requested within sixty
(60) days.
This project may require a Section 404/401 Permit for the proposed activity. Any inquiries should be
directed to the US Army Corp of Engineers (Raleigh Regulatory Field Office) at (919)-554-4884.
If you have questions regarding this d termination, please feel free to contact Ray Milosh at [phone].
Sincere j
f L s n
TI
Danny Smith
Supervisor, Water Quality Regional Operations Center
cc: RRO DWR File Copy
Nothing Compares_
Stare of Notth Carolina I Environ:ental Qua?Ity I Water Resources
512 N. Salisbury Street i ICIt Mail Ser v e Center 1 Raleigh, \C 27GQ9-1611
019.707.9000

17-187: Tarheel Road Tract (Benson Farm)
Map provided by NCDEQ Division of Water Resources
Locations are approximate and are provided for reference only ::
Stream
EXP*
Not
Subject
Subject
Start@
Stop
Soil
Survey
USGS
To o
Stream A
P
X
Flag @ 35.42487 -78.54689 (flag CL 12)
PL
X
Stream B
P
X
Throughout
X
X
Stream C
P
X
Throughout
X
Stream D
I
X
Throughout
X
*E/I/P =
Ephemeral/Interm ittent/Perenn i al

v'.
17-187: Tarheel Road Tract (Benson Farm)
r
Map provided by NCDEQ Division of Water Resources
Locations are approximate and are provided for reference only::
Stream
E/I/P*.
Not
Subject
Subject
Start@
Stop
Soil
Survey
USGS
To
Stream A
P
X
Flag @ 35.42487 -78.54689 (flag CL 12)
PL
X
Stream B
P
X
Throughout
X
X
Stream C
P
X
Throughout'
X
Stream D
I
X
Throughout
X
j *E/UP =
I EphemeraYIntermittent/Perennial

Joe E. Godwin Sr., P.E., P.L.S.
Jason E. Godwin, P.L.S.
Fleet Temple, P.E.
nock
n och - s,P.A.
Consulting Engineers & Surveyors
1403 NC Highway 50 South
Benson, North Carolina 27504
AGENT AUTHORIZATION FORM
Phone: [phone]
[phone]
Fax: [phone]
Website: www.enochenginews.com
Email: [e-mail]
US Army Corps of Engineers NC Division of Water Quality
Wilmington Regulatory Field Office Central Office
69 Darlington Avenue Mail Service Center 1650
Wilmington, North Carolina 28403 Raleigh, North Carolina 27699
Re: Wetlands/stream consulting
To Whom It May Concern:
By signing below, the current property owner designates and authorizes Enoch Engineers, PA
(project #4639) permission to act as their authorized agent for jurisdictional and state waters
determinations, delineations and permitting for the subject project listed above. This authorization
includes permission to enter the site to conduct site meetings with the US Army Corps of Engineers
and NC Division of Water Quality personnel when required.
NOTICE: This authorization, for liability and professional courtesy reasons, is valid only for
governmental officials to enter the property when accompanied by Enoch Engineers staff or current
property owners.
Project Name/Description: Tarheel Rd Project, Benson NC
Current PropertyOwne1: RP Wellons Land & Development, LLC
Current Mailing Address: P.O. Box 730
Dunn, NC 28335
Phone:
910-892-3123
Fax: [phone]
Signature
July 17, 2017
Date
Robert P. Wellons
Print Name

Jason Godwin
From•. Sullivan, Roscoe L III CIV (US) <[e-mail]>
Sent: Wednesday, September 26, 201810:46 AM
To: Christine Crawford
Cc: [e-mail]
Subject: RE: [Non-DoD Source] Tarheel Jurisdictional Determination
Attachments: Tarheel Jurisdiction Determination_USACE Notes.pdf, PJD Form Notes.pdf
Christine,
Hey Christine,
I conducted a site visit with Jason Godwin at the above referenced property on 10/19/2017 to verify the limits of any
potentially jurisdictional waters of the United States (WoUS) within the project area. I have determined that the revised
delineation map that you provided to me on 9/24/2018 entitled "Exhibit A Jurisdiction Determination Map for Tarheel
Road Property" accurately depicts the limits of any potentially jurisdictional WoUS within the project area.
However, before I can issued a Preliminary Jurisdictional Determination (PJD), I need the aquatic resources table in the
PJD form to be updated to match the revised survey map.
Please feel free to contact me with any questions.
Best,
Ross
Ross Sullivan, PWS, ISA Certified Arborist
Regulatory Specialist
Raleigh Regulatory Field Office
U.S. Army Corps of Engineers - Wilmington District
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
Office #: 919-554-4884. Ext. 25
Email: [e-mail]
We would appreciate your feedback on how we are performing our duties. Our automated Customer Service Survey is
located at: http://corpsmapu.usace.army.mil/cm_apex/f?p=136:4:0
Thank you for taking the time to visit this site and complete the survey.
From: Christine Crawford[mailto:[e-mail]]
Sent: Monday, September 24, 2018 2:51 PM
To: Sullivan, Roscoe L III CIV (US) <[e-mail]>
Cc: [e-mail]
Subject: [Non-DoD Source] Tarheel Jurisdictional Determination
Dear Mr. Sullivan,

Attached is the Tarheel Jurisdictional Determination drawing set from Enoch Engineers, PA. A hard copy of the signed,
sealed drawing set is in the mail to you also.
Please let us know if you have any questions or comments.
Sincerely,
Christine Crawford

Appendix 2 - PRELIMINARY JURISDICTIONAL DETERMINATION (PJD) FORM
MKGROUND INFORMATION
A. REPORT COMPLETION DATE FOR PJD: September 1, 2017
B. NAME AND ADDRESS OF PERSON REQUESTING PJD: Jason E. Godwin -1403 NC Highway 50 South, Benson, NC 47504
i
C. DISTRICT OFFICE, FILE NAME, AND NUMBER: Raleigh regulatory field office
D. PROJECT LOCATION(S) AND BACKGROUND INFORMATION:
(USE THE TABLE BELOW TO DOCUMENT MULTIPLE AQUATIC RESOURCES AND/OR
AQUATIC RESOURCES AT DIFFERENT SITES)
State: North Carolina CounWparish/borough: Johnston City: Benson
Center coordinates of site (lat/long In degree decimal format):
Lat.: 35.425518
Long.: -78.549046
Universal Transverse Mercator: NAD83MGS84
Name of nearest waterbody: Unnamed
E. REVIEW PERFORMED FOR SITE EVA
❑ Office (Desk) Determination. Date:
A Field Determination. Date(s):
TABLE OF AQUATIC
" Revise the Aquatic
\ N (C Resources to
accurately account
for the streams and
19, 2017 wetlands as shown
on the survev.
REVIEW AREA WHh
JURISDICTION.
TO REGULATORY
Site
number
Latitude
(decimal
degrees)
gitude
Ideclaml
degrees) -
Estimated amount
of aquatic resource
in review area
(acreage and linear
feet, if applicable)
Type of aquatic
resource (i.e., wetland
vs. non -wetland
waters)
Geographic authority
to which the aquatic
resource "may be
subject (i.e., Section
404 or Section 101404)
1
35.4239
-78.5526
11553 LF
non -wetland
401/404
2
35.4280
-78.5502
11628 LF
non -wetland
401/404
3
35.4268
-78.5468
17104 LF
non -wetland
401/404
4
35.4273
-78.5484
0.03 ACRES
WETLAND
401/404
5
35.4267
-78,5478
0.48 ACRES
WETLAND
401/404

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.
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 PJD (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.
Map:"EXHIBrr A JURSIDICTION DETERMINATION MAP FOR TARHEEL ROAD PROPERTY
Q 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. Rationale:
❑ 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:
0 Natural Resources Conservation Service Soil Survey. Citation:
❑ National wetlands inventory map(s). Cite name:
❑ State/local wetland inventory map(s):
❑ FEMA/FIRM maps:
❑ 900 -year Floodplain Elevation is: .(National Geodetic Vertical Datum of 1929)
Q Photographs: Q Aerial (Name & Date):
or Q Other (Name & Date):
❑ Previous determination(s). File no. and date of response letter:
❑ Other Information (please specify):
Signature and date of
Regulatory staff member
completing PJD
Jason E. Godwin
o.� so+s.ta» oa:se:zo arrov
Signature and date of
person requesting PJD
(REQUIRED, unless obtaining
the signature is impracticable)'
I 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.

JURISDICTIONAL DETERMINATION FOR:
TARHEEL @ COPPER CREEK
OWNER/DEVELOPER:
RP WELLONS LAND & DEVELOPMENT, LLC
P.O. BOX 730
DUNN, NC 28335
BEFORE YOUM/
CONT 1-890-632 -4914.9
SHEETINDEX
S-1
COVER SHEET
S-2
OVERALL SITE PLAN
S-3
SITE INDEX
S-4
SITE I
S-5
SITE 2
S-6
SITE 3
S-7
SITE 4
S-8
SITE 5
S-9
LINE TABLE
S-10
LINHTABLE
Enoch
ngineers , P.A.
C.m.Em­ S.,w,..
DATE: 09/20/2018
PROJECT NO.: 4639
REVISED: `S
0' %

TIFY THAT PLAT WAS DRAM
THIS DFA
AN
ROBERT DAVID IEE 8 DEBORAH DEE BURNS
MY SUPERVISION FROM ACTUAL SURVEYRVEY MADE UNDER MY
SUPERVISION; THAT THE BOUNDARIES NOT SURVEYED ARE CLEARLY
�\0\\1CARp
BROKEN LINES; THATTHERATIOOFPRECISIONAB
CALCULATED IS 1: 10 0+: THAT THIS PLAT WAS NOT PREPARED IN
OINOICATEOAS
�L9•, r'''te
ACCORDANCE WTH G.S. 4730 AS AMENDED. WITNESS MY ORIGINAL •Q `•�
NUUMEBEER AND SEAL THIS = SEAL
SIG TURF, HEGISTR�ATIIOON.
Z� DAY OF501&" "`�.D., MI&
• -
:.r9yL-5080
LEGEND
fig:
�
spN•
L��gyq
,, Go �,
GODWIN PLS REGISTRATION
E.
/'7jJ/t
D.G. 1616, PO. 881
1111111\\\\\Y\
mlifes Not !Ns ropy of IRs plot uwrotey depicts the baaMmy of
Ue's
Jodsdiclion of the S.Gon 404 of the Clean Water kt as delami.d by
04 y
A WAYNE CUDDINGTON
P.I.N. 163100-31-4303
the ondenigred an Ws date. Udess Wm is cho" h1 UW law or our
ROBERT DAVID IEE 8 DEBORAH DEE BURNS
pabf hed rt,VkUa.. this detemJnoGan or Sac6on404 J."dion may be
LAVERNE BATTEN IEE UFE ESTATE
retied uPan ler a pedal ml to —4 Five years from Zhu date. The
PIN. 163100-30-3881
nder:gned completed IRs detaminaUon .6964 UIa oppmpdats Regional
D.B. 4621, PG. 700
Supploment to U. 1987 U.S Amy Coq of Engln.m Wett nds Bell ..U.
Moved, 33 C.F.R. pat 328 and other U,S. krny Corps of Englneers
LEGEND
galdance.'
Re9alolaY Olfw'ah
("I (""r
Tue.MALCOLM
ANES
SY
RIP. 153100-30-3367
Uate.
D.G. 1616, PO. 881
US10E Aallon ID No.:
AQ, w 0
UJm6i NEXT AND DERUSHA C. LANGDON
O P.I.N. 163100-30-4067
D.B. 2612, PC. 45
APRIL RAE MCLEAN
O PAN 163100-30-6143
D.B. 4918. PG. 355
BRIAN BURGESS
O PIN. 163100-30-7024
D.B. 2019. PG. 889
HARVEY B. s WANOA PENDEA
O PJN. 163000-39-7953
D.B. 933, PG. 468
DONALD & DEBORAH J. BENMIN
O
PIN. 163000-49-0960
O.B. 4112. K. 952
J NIM M. k STEVIE WAYNE
6 STANIfl
O P.LX 163000-49-2635
D.B. 2441, PC. 765
PURVEY NOTATION
O1 ti � rvr_
_ Wr
IA essow
=cc—ir
ea E�mm.W ro�Aaro�wc
ws mvrnxc
rr m
M r -sr
SURVEY EQUIPMENT USED
f[19ga.1K IvaW caveasa,�sx pmw eri a aowenx) s)
Joemv mnWrsava mru srAnnv Ys J:mvo aasanl
THOMAS It. t DONNA COO61N
PIN. 163100-30-2140
08. 1020, PG. 259
BAN OUNER BARBOUR
REVOCABLE TRUST
PIN. 163WD-29-8421
D.B. 3162, PG. 308
WMJ DEVELOPERS, LIC
PIN. 163000-28-9640
08. 1793, PG 696
A.
53, PC. 286
JUTER' ROBERT k GLORIA
JACKSON RED
PIN. 163000-28-0088
D.B. 4110, PC. 699
D.B. 4741, PC. 701 CHARLES LEE RED
P.B. 75, PG. 112 PIN. 163100-41-6505
D.B. 1047, PG. 543 WE1LW0WaU
/ 1BFA
45,120 SF
0.99 ACRES
O❑
T 7506 SF
0.17 ACRES
BRUCE LEE h SHARON TNB�
PIN. 163100-30-5352
DB. 2127, PC. 235
3(D
7Q1@0)
LF
DIAGHT H. k JEANETTE T.
WYO
PIN. 163ODD-37-815s
D.B. 3414. PC. 490
(
IK
1 A .
95,19696 SF
.� 219 ACRES
e J
°� II
o \
J
Y,ETLA WOUS
ABPA
A -.
o.77 .n ACRES
4
-Wc"7LWD TRIBUTARY
K40%. CENIFAUNE
74 LF i
JUDY STEPHENSON KENNEDY 2
PLIC 163100-50-4442
NO REFERENCE o
(FORMERLY D.B. 864, PC. 516)
—AND Wells
WAYNE P. At DEBORAH I LEBLANC
P.I.N. 163000-59-5716
08. 1749, PC. 407
PB. 47, PG. 165
PIN. 163000-59-3a,
i D.B. 2556, PG. 465
P.B. 47. PC. 165
NEA L GRADY
PIN. 163000-59-6248
0.9, 4340, PG. 50 k
P.D. 61, 299
FIT
ICINY
1— o s"AUI
4
r~
WERE WIWFORO JOHNSON
4
PJ.N. 1fi3000-5 -2077
D.B. 1155, PG. 275
'y2 W
LEGEND
O z Q
0 W
AMARUw BYFFFA
("I (""r
PAa.En,.le.=_
M 6
0
AQ, w 0
04 y
It,4>^rlG*H
F � J
w4-1- F
MES P. LEViNSON k NANCY
GRAPHIC SCALE
j
P.". 163000-57-0639
D.B. 4224, PG. 395
400 0 200 400 800 1fi00
EE PROJECT: 4639 �
( IN FEET')
1 inch = 400 fL.
�-2

MYSUPERvr.IDN PROM AN ACTUAL SURVEY MADE UNDERW OER C ?o
Alll
LEARLY
SUPERVISION; THATTNE BOUNDARIES NOTSURVEYED ARE C ♦ (�� ��.L /�
INDICATED AS BROKEN LINES; THAT THE RATIO OF PRECISION AS Q OFESS101%•`Y .�
CALCULATED IS 1:168100: THAT THIS PLAT WAS NOT PREPARED IN
ACCORDANCE WITH G.S. 47 -MAS AMENDED. WITESSWORIGM& •Q Y A
SIGNATURE, REGIST�RAyTIyO�N. �NU�,MBERAND SEAL THIS = SEAL = pJ
DAY OFsEP7FM?E�A.D..2010. _ :� L-5080
J NE. GOD"N, PIS •REGISIMTION%
tla uat Uada aa 01N1 aaev mZ,22E aM
Ne undmignad oa Uh daA. Ildesa Nae q dwga b Ila hn ar aur
ROBERT DAVM LEE MOM IEE BUNKS
puh9dled nyulaUau, Uie dalemlMUal a Sec6an4041uMficBon may ha
IAVERE IEE LYE ESMTE
.W upon la a period nol b egad Ne yean fam fhb date. TM
PJR. SRS 30 -Ml
undelelgned eompWad Nh daelmNation ulainq Ua Regional
D.B. 462 . PG. 700
Supply .t b Ua ISO U9. Am0 Catpa a E�Dlan!e0e0n .
Raul4 33 C.F.R. W 328 and dher US. Mm CmPa of Engi—I;
iR�Z
�iR
I'd_.
yr a 4� ^�49H )
Neg&I.y Ovdat
A SRGS
SUe:
PJ 147160 -SO -3767
Y IEE 6: rNPOfP T/lffRf
�
DA1127,
8 4616, PG. BRP
Dae:
USAGE AID. 6 Na:
'+ SH ETS•5 It
Z
c11DW91
TN M B. 11=2
PJ.4 165100-]0-2140
D.B. 1020. PG. 259
LANDIS KENT AND DERUSM M L"M
O PJJL 1631OD-30-1067
OA 2612, PG. 45
APRIL WE MMM
© PML 183100-30-610
U.S. 491L P0. 355
MAN SURGM
O pJ.N. 1631OD-311-7024
D.B. 2919. P0. ON
HARVEY S. k WANOA POW
O PJR. 163000-39-760
D.B. 933. M 461
DOWILD ! MORIN L BOMIN
O PA 153000-49-0960
DJL 012 P0. 959
JUNFER K t STEME WOWE
6 Soulff
PIR. 183000-49-2835
OR
2441, P4 785
DAN am BUDOUR
MIOCA IE TRIM
PJX 1410011-211-6421
DAL 3162 PM 308
Will Wmm. ILC
PJR. 1676(16-26-800
D.B. 1793. P0. 996
P853.
PG. 206
1o, PD 609
SHEET S\
.1
I.M IF
DMW M k JPAWIE L
U"
FJJL 163WD-37-8165
D.B. 3414, P0. 490
OIL 684, K. 516)
9: DEBOMN J. LEK"
185000-58-5718
1741, M 407
0. 47. PG. 185
t` Da
P8
NQA L
PAN. 167060- 6246
PR
0D. 4310, PC 60
D.S.
JW6 R LeARM t WNCY
L WON
PIN.'s°l.4nPG M GRAPHIC SCAL
100 D 200 400 aw
( IN FEET )
1 Inch = 400 ft.
MIL 1047, PG, 547 WaU
45,120 5F
=�
0.99 AM
I LF C
iR�Z
�iR
RETIPd1D WaUS
yr a 4� ^�49H )
7509 Si
0.17 ACIBS
1
J,
41
I 8
Y IEE 6: rNPOfP T/lffRf
�
DA1127,
l ANFA
95,196 SF
1�� 219 Ag1Ei
P
DAL 2121, PG. 235
'+ SH ETS•5 It
Z
E3.
I.M IF
DMW M k JPAWIE L
U"
FJJL 163WD-37-8165
D.B. 3414, P0. 490
OIL 684, K. 516)
9: DEBOMN J. LEK"
185000-58-5718
1741, M 407
0. 47. PG. 185
t` Da
P8
NQA L
PAN. 167060- 6246
PR
0D. 4310, PC 60
D.S.
JW6 R LeARM t WNCY
L WON
PIN.'s°l.4nPG M GRAPHIC SCAL
100 D 200 400 aw
( IN FEET )
1 Inch = 400 ft.

LJASONE GODWIN• CERTIFY TWITTNtS PIATWAS ORAWN UNDERMY yy\MADE UNDER MY`\,\11111111,///'
FROM AN ACTUAL ``�N CA Rp
t9Al 84.9
U:GENO
SUPERVISION: THAT NN OT SURVEYED AREClEMLY �
` 0
INDICATED AS 81eONEH ONES: THATTHERATIOOFPRECISIGNAS (JFi '" CALCULATEDIS1:10,ODODr THAT THIS PIATWAS NOT PREPARED IN:7ACCORDANCEWITHG.S.47.�ASAMENDED.
163100-31-4303
D.B. 4741PG. 701Pb.
2 / 0-
CP /• ya
A10 A
W W
o
NATNESS MY ORIGINAL9,•
SIGLLINRE. REGISTMTION NUM'B_ER AND SEALTHIS SEAL • =
75. PG. 112
✓;
t AS
AB
A13-,
11
DAYoP5r0715!O A.D..201A. L-5080c1yJ��/��
Stream 1J
1$
I
R
F.,
6 A7
�j2 I'9i6 L157 p1-(/�. ,y ,1.
\
` bA14ve
4
l e
/�
% A6 10A L74 011
6
i'' D18 `
! W
p��� •.
W W �.__ \ __ A16
NE.GODWI,PLS REOWTRATION0 E`�\�`
/ A4 vA A5 °�'
'
Wetland 2 DI 11`\
W W It W
LIBp\'1r
• rroappyy d qetnaMapey Np&ls1MbaWyy/\466:7?'
w4 et 1M peon Yldar kt mdetamined@e
TbScOon
DD
IeMeldr An Ih6 dAln. UeYa OMIe ie chage N the War our
red muwlknnn M0813"
p N )9•
W
Rq*ImY 90kiot -
TiOe:
DMT.
USAGE Adim W N.%
ROBERT DANO LEE 6: DEBORAH LEE BURNS
LAVERNE BATTEN IEE LIFE ESTATE
PIN. 163100-30-3881
D.S. 4621, PG 700
/
4
t9Al 84.9
2 / 0-
CP /• ya
A10 A
W W
o
✓;
t AS
AB
A13-,
11
1$
I
R
6 A7
�j2 I'9i6 L157 p1-(/�. ,y ,1.
\
` bA14ve
4
l e
% A6 10A L74 011
6
i'' D18 `
! W
p��� •.
W W �.__ \ __ A16
/ A4 vA A5 °�'
'
Wetland 2 DI 11`\
W W It W
LIBp\'1r
DD
07
W % o2047 D —t, `y Liss
,SAS
��AS
n Al Lt A2
u7 V
,
b A024
\ .%27
D2i
9_w
j€(
D307, D D5
,fin�i
01� �W2(�� gW144 ''
W
W
€ e
St. jWl3
I
4
/ W3� I^
/3�/:�
/'irce^
VJ
mt W t
I W �W2
I W7 1g Wetland 1
A5
VJ
C
A4 e"SR,.
L90Wil c
WB
sWtD
�}
z a i
0 Z 0 g
E~
W9 L9
036 Lyi �
°m S03
�' qWq
�FQo6
NC 6113473.54
G 198 95. Z133.765.25
D 9(/
°404- L1 W4 3�L�35�-
W �Q
N' D417 W W W {Ta
�s'28'12" W yry�49 (� F
P.J.H. A. vmaw, GRAPHIC SCALE
0.8. 4616, PG. 881
BRUCE LEE k SWIRON TAlBERf W 100 D 50 1G0 20O 4D01
PIN. 163100-3O-SSS2 �W W
D.B. 2127, PG. 236 .� DO 3. W ar 047 EEPRaEcr 4674
n O
o' ( IN FEET ) (1� �D46Y`� �+ 4 5
N I inch - 100 It.. �7
2
cP
hl IK-A7'AT" C r•

I, JASON E GDOWIN. CERTIFY THATTHS PUT WAS DRAWN UNDER
MY SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY
SUPERVISION; THATTHE BOUNDARIES NOTSURVEYED ARE CLEARLY
I OICATEO AS SRONEN LINES; TRATTHE RATIO OF PRECISION AS
CALCULATED IS 1:t0.OBM: TMT THIS PIATWAS NOT PREPARED IN
ACCORDANCE WITH GS. 47-30 AS AMENDED. WITNESS MY ORIGINAL
SIGNATURE. REGISTRATION NUMBER AND SEAL THIS
LY{� OAYOF�����.AO_POiS
tl=cErm CKWLES LIX BM
PJ.N. 163100-41-6605
_ - NRnus 0.0. 1047, WA 543
GRAPHIC SCALE
100 0 60 100 POD /00
�.
0 131,\ ( IN FEET )
00
�� L•5060
ZONE . GODV PLS REGISTRATION d
mlih. I M pPY eT Uu B ecc�nal�y dpkb UN 6ouMaT %
BI. JuhdkUNN d LIN Ad6n 104 d IM CIINI !'dv AC: a delam4ltd q'
4. udedgnd .n W. dd.. Ud. 0— h d.W h tlw Mr a ar
P.6RdNd N�r1ral., ud. a1NRd�dr.� d sFWbn/D4 Juhddkn may A.
rA.d IIFan a a P� ml m aad fM � fmm Ud. d.fa. tlw
udrdprd earyhhd OIh ddrrldmOFn WitYg UR aPPlepMl. R.91Nd
Ya C.FJ6 p l 32B W Wwr U.1 Any Qvp d Egh—n
g AM_
RgW.tay Offid*
TW:
Dde
USrCE AdWn D Na
W
SH ET S-5
qeHEET S-6
052 D90 `
1
DBEs III,
063
Z \
D6s
D66 086 I
DO
�r o
iq
a!
40.1
<
o obl" E
LT
U
A2
EEFRawr. 1679
S-5
\
I Inch = L —
W
W W
W
'�
\
bA`4 �•
(� �\`•� A15 • •
cv
231.85
10 �,
S 86'11'01" E
Was i32.es y
Mj.40'
,
.
D1�S`
A16 Im
Stream 1 �iGB
V eN
094
y W
IW
W W �I'!Bj W
W. W `\ J W
W I W `•� � W
W W
.\.}- •Y'• W W /W W 'W_!/Ac � W
A17
W W $g a W W
I
W �Y W�
W �r W W W� • W' L 5 ��� . W W
W �\ W� W '�'
r^
Dzy oz -tai pze`t`ris�.y W iiZ y CIBW L19 •Y W y '�j'p�r
\ \(/fIIlll%\
n,
W W W Why W'
�•
W W W 1iO
%D24`
W il6f L.61
W y W
W
W
�
Fl• y W W W W W
W W � W•
W III
029', _
y y W W W W W
W•` W W
' W
y
J I
093
029A't
N' 'L'� D5�•�\8D� (/!�`•- Dom``
y,
Wetland 2
sem' 1,\ `51fi
! \ W ; \\� DST
`. y W W 14
D92
Z •� �'
D32 •Y
�I �
9� •\
055
� p6t�•
'I' \
W y\ry
.' ,L
ylll91
In
�� L•5060
ZONE . GODV PLS REGISTRATION d
mlih. I M pPY eT Uu B ecc�nal�y dpkb UN 6ouMaT %
BI. JuhdkUNN d LIN Ad6n 104 d IM CIINI !'dv AC: a delam4ltd q'
4. udedgnd .n W. dd.. Ud. 0— h d.W h tlw Mr a ar
P.6RdNd N�r1ral., ud. a1NRd�dr.� d sFWbn/D4 Juhddkn may A.
rA.d IIFan a a P� ml m aad fM � fmm Ud. d.fa. tlw
udrdprd earyhhd OIh ddrrldmOFn WitYg UR aPPlepMl. R.91Nd
Ya C.FJ6 p l 32B W Wwr U.1 Any Qvp d Egh—n
g AM_
RgW.tay Offid*
TW:
Dde
USrCE AdWn D Na
W
SH ET S-5
qeHEET S-6
052 D90 `
1
DBEs III,
063
Z \
D6s
D66 086 I
DO
�r o
iq
a!
40.1
<
o obl" E
LT
U
A2
EEFRawr. 1679
S-5

SH ET S-5
D56 086 . l
lam.
EET S-6
WE110NS 1631-51511LLC
PIK 5
G
D.B. 3770, PC. 746
TRACT 3
�_ I
' �eT D84
d
`� (L) F
U.
K �c
I I
a
�
WR, - p
� 1i1� D 51 E
D65 D83
Stream 2
CPa
082
S 80'25'53" E
"
`x
8 Sg �s?• �g.
D
/
264.23'
cP"8
L in
D7DDiet
S 45'32'' W
GP
��`� I
�P.ONI 163000-5 �
• �
of
CP
072 D80
1 �g I
U.S.3770, PG. 746
7w 4
t : g
'
D79 r
I g
CP
WAY
`�`�4
4
S 42 3'32" W
• t^
D73 I
�o,°j1 S`
b
100.0
CP
U74 v� D78
Drs �077149
CP C,
Fo
/
076
. a
CP
CP 5BAMEL W. EVANS. SR.k
ANGEL J. REGISTER
119.
N 87'32'39" W
s P.I.N. 163000-59-3678
26.34'
ro`� D.B. 2556, PG. 465
Pb. 47, PG. 185
3
N 87'03'51" W
�o� ^
16.18'
ry
MY BUPERNEBIN FROMAN ACTUALS IImVEY MADE UNOERNY DER
SUPERVIBWN;RMTTHE SfNJNOARIE9 NOT SINeVEYEDARE CLEARLY
L4 11l/l
N11CA /� 11/j/
��
OP
CP
F
(�� N`ESS•O�� �
KEN LINES; THATTHE RATIDOF PRECL4K#N AS
INDICATED AS BROpw
CALCULATEDISI:10,0W, THATTHM PLATMNS NOT PREPARED INS loN••7" �i
L17 T
'� 'T„� 0
'OU
ACCORDANCE NRH G.S. Q -0O AS AMENDED. NRNESSMYORRRNAL�
AE.YREMD SEL THIS
'
M TA,
SEL
DAOF W!C/�ALD.. 3016.
�! L-SO6O
Y��SU
Q(Y.
A � R�
bCn
��`
�•��
CP
ONF-G .PLS REQ TKHJ#
iu��````\`
''s�
nn
aNMke Dal ub ccaaqq d w. qd aavMey depek 9R boundary d
Or IwkAeSen d Yr SaeOm 404 d the Cka Brier Ad m Aekmdnd q
3
y
NETA L GRADY
P.I.N. 163000-59-6248
[3a }
F, g
the adragnd eR= dek. UeNn IMa k rAwge N Ik kr ar aur
ed
AJ• i�
? j
D.B. 4340, K. 50
P.B. 61. PG. 299
A F
k°d ka�d Bdwfmm i"'he
„� d�,,„da, ,,,�"�, ,,,�,,,GRAPHIC
Figkera�DeBrdtai
U.S Amy Carya
F909M99
SCALE
y
s� �87
d
338 and o0w U.S Imo d Engkeen
100 0 50
700 3no
400
}
Eff(
LEOEND..
EEPROJECT: 1539 7
( IN FEET)
S 48'06'15" E
"•ApN a ie"
S - 6 9
1 inch = 100 It..
43.05' EPx
usRCE Adion D Ko.

IS
RIRANTSPTDbENNDER°.•C.SAS"'i'.f SUPERVISION O ACTUALURVEYEl tMr
SUPERVSNTHATTM BOUNDARIES NOT SURVEYED ARE CLEARLY
MSICATEDAS BROKEN LINES: THATTHE RATIO OF PRECISION AS
FE�...
l
CALCULATED IS d:1 THATTHIS PIAT WAS NOT PREPARED IN
2 �L,y :1 �
tQ�
DASAMENOEO. WORIGINAL
CELHo"G6. 47dRNESSMY
ACCDROARYA
SIGNATURE. REGI�STR�AT�I�ON N�U,M.pBER AND SEALTHIS
DAY OF•�i��"'Ar•Pd$ AO.. 2018.
•REGISTRATION
````
'''/IIII
GODNAN. LS d
IItLG
JrE,
' w6Gs pal pde copy of INe pbl «cooky dopicls 1M hrortle<y of
C/)0
Rm un a of Ur SedOun II of the Toler Acl ee d h
rsipe a Is low W
q en Ilia dei. UNne k Wnge o Bm br ar out
IM up.bilib-cl
' , .1 meg he
for a ods Rr SPrime 10/ (m
83
pere,
r; dole
i to etceed pde dole The
upon fora period rol nceed fm: icon
mfed up n
determination e o
uWu t Me oWellonok
undersigned on uof
119
ewenol
7 U.S. En DeRrtaSan
Uw• 1987 C
Supphr. to IM Caps of
Vof
6d raq, Cer b
JJ CFR purl 128 ad o1Mr US. Amq Corps of En¢men
33 C
gull
Reguielmy OlfieiaC
rue:
Dek:
USAGE Acle. ID lb_
BAN OWER BMBOIIR REVOCABLE TRUST
P.I.N. 163000-29-8121
D.B. 3162. PC. 308
GRAPHIC SCALE
IDD o BD foo 2DO 400
( IN FEET )
I inch = 100 LL.
CIA \
C/)0
2
83
\
C3
B4
N
'
85
C4
B6
f
\
87
�s C6
\ A
ae
YL9 C7
BID
<i
SHEET SS- CB
SHEET-�
B12
LEGEND EEPRMCT: 1639
C9 meARwa eipPeR
Q!- y
l

L 3ASON E GW/NN, CERTIFYTNATTNIS pUT Wp60RAWN UNDER
MY SUPERVISION FROM AN ACTUAL SUltrh OE UNDER MY
SUPERVISION. THAT THE BOUNDARIES NOT SURVEYED ARE CLEARLY
INOICATED AS SROREN LINES; THATTHE MTP OF PRECISION AS
CALCULATED B 1:70.00Dr TMTTMS PUT WAS NOT PREPARED IN
ACCORDAHCEWOH.— .10AS..DT. WITNESIt. ORNiRUU.
SIGNATURE REGISTRATION NUMBER AND SEAL THIS
DAY OF W27-218 2016
—L-Sm
N E. GODYp! PLS REOISTRATNON(
7Ms cm5fcs Dal Ilia copy or Ws Plot o—ol* depicts the bmndmy o1
the paiaftDon or U. Section e0' or Se gem Wotsr Act oe dekrmked by
IM ud"gw m Bis dol.. UNe. thus I. 'mm. In IM ka m —
puhfabW reV*U—. 116 detemdmem or S..&nPO4 jmadsfan may be
Md upon for a piOW not to aaed r yaws bom Ilia dote The
uodnigQ d cmpktH Bits cidenokAti n WX,*q Um appropriate Regiml
=.I
to th, 1967 C.F.R. Part 3285 W o1M US. Cmpa .1 Ero—Ddao4m
ReplaWy ORa6U
TRIa:
I Dat,
USICE A.U. m No-'
r_RePurr. grAT,T'

I, JASON E GODN°N, CERTFY78ATTHIS PIAT WAS DRAWN UNDER
MY SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY
SUPERVISION; THAT THE BOUNDARIES NOT SURVEYED ARE CLEARLY
INDICATED AS BROKEN LINES; THAT THE RATIO OF PRECISION AS
CALCULATED IS 1:10, M' THAT THIS PLAT WAS NOT PREPARED IN
ACCORDANCE WITH G.S. 47.30AS AMENDED. WIINESSMYORIGINAL
SIGNATURE. REGISTRATION NUMBERAND SEA THIS
!► DAY OF JL'/rr/°ryFi 0.. 201a
'RA carina Uml tM. M at I ie Plat occa0* U. baraldar7 d
Ua farledcllm d Ua Sedlan 404 of Ib Coca 'dater Ad a ddcmNM b7
U. underatral PAR" ra;pIaOaea l Uft ddennialkn of Sa4 pWdkUm may be
1aM upm for a pMnd PA to acad ft fmm Ude data, na
Svpplar.d 1. 12877 U.S. ° of rnpgan� a 01f
Ueinld, 33 CF.R. part 9B aM eUm U.S Ar" Cp. of Endineera
Sat•'
Rpuktap' ONidob
TDR
DdR
USCE ALUM ID Nn:
Parcel Table
Parcel Table
Parcel Table
Parcel Table
Parcel Table
Parcel Table
Line # Length
Direction/Delta
Line At Length
Direction/Delta
Line # Length
Direction/Delta
Line # Length Direction/De1ta
Line # Length
Direction/Delta
Line # Length Direction/Delta
L1
39.979
S87° 32'11.62"E
L21
67.404
N34° 39' 28.63"E
L41
60.532
SSB* 17'03.92"W
L61
136.723 S87° 05' 06.41"W
L81
35.955
N75° 11' 46.46"W
L701
108.366 N57° 37' 30.35"W
L2
67.338
N65° 03' 10.41"E
L22
87.867
N17° 33'48.94"E
L42
33.316
S31° 21'45.4711W
L62
54.494 N89° 03' 12.90"W
L82
36.857
S76° 46' 32.79"W
L102
81.572 N64° 51' 45.40"W
L3
94.998
N39° 16' 34.4T'E
L23
90.237 S17° 33'48.94!W
L43
9.000
N62° 04'44.39"W
L63
49.863 S86' 27' 44.45'W
L83
37.283
S64' 63'34.87,,W
L103
111.650 N83° 38' 28.13"W
L4
38.006
N53 -13-17.16"E
L24
67.947 S34° 39'28.63"W
L44
36.838
N24° 48'31.49"E
L64
50.318 N68° 22' 47.14'W
L84
36.287
S61- 32-17.47,v
L104
120.098 N60° 25' 04.00"W
L5
24.892
N08° 43'01.81"E
L25
114.514 S30° 14' 13.62"E
L45
57.832
N58° 17' 03.92"E
L65
109.381 N71° 51' 12.65"W
L86
32.324 N53° 40'25.03"W
L105
111.315 N79' 18' 30.93'w
L6
61.906
N58° 00' 46.66"E
L26
52.715
S75' 50' 07.85"E
L46
86.719
N06° 45' 34.97"E
L66
59.143 N48° 52' 16.68"W
L86
27.252
S39° 14' 43.42"W
LI 06
91.348 S29° 31' 06.47"W
L7
59.542
N62° 66'06.53"E
L27
51.645
S05° 44'25.70"E
L47
25.811
N47' 59' 48.68"E
L67
74.054 NSW 15'03.82"W
L87
42.710
S07° 48' 37.88"E
L107
38.305 S03' 48' 59.08"W
L8
30.273
N64° 23' 26.34"E
L28
88.724
S20' 05'45.73 "E
L48
29.897
N12° 30'20.62"E
L68
128.046 N59° 17'05.69"W
L88
58.893
SO4* 54' 22.60"E
L10B
146.448 N86° 11' 00.92"W
L9
108.905 N75° 45' 06.10"E
L29
71.681
810° 42' 11.18"E
L49
24.084
NOS' 46'22.87"E
L69
110.290 N67° 43'27.12'V
L89
17.950
S35° 06'17.37"W
L109
80.219 S861 11' CUM
L70
120.992 S89° 52' 52.15"E
L30
31.914
S13' 57'53.68"E
L50
76.020
N32° 26'02.68"W
L70
137.232 S81. 01' 53.53"W
L90
19.335
S79° 36'22.73"E
L11O
233.669 S02° 12' 41.26"W
1-11
20.298
S57° 50' 52.50"E
L31
83.246
S16° 07' 40.31"E
1-51
87.011
N06° 42' 10.4r'E
L71
51.012 S72° 14' 12.30"W
L91
28.122
N34' 28'37 34"E
L111
63.264 S08° 15' 16.54"W
L12
110.733 S67° 43'27.12"E
L32
72.333
S21' 08' 57.98"W
L52
124.661 N00o 41' 06.43"E
L72
46.423 S70' 57' 54.13"W
L92
36.749
S13° 19' 38.07"E
L112
53.764 SOS' 4438.77"W
L13
128.753 S59° 17' 05.69"E
L33
57.266
SOO* 48'26.90"W
L63
69.109
N21° 57'36.12"E
L73
38.219 S54° 20' 42.74"W
L93
37.147
S10° 14' 32.91"E
LI 13
72.845 S11° 39' 52.26"W
L14
74.599
S64° 16'03.82"E
L34
64.295
S00° 20'l 1.48"E
L54
75.045
N13° 57'00.38'W
L74
56.733 584' 35' 25.08"W
L94
24.819
N83° 28' 21.16"E
L114
93.868 N19° 21' 02.05"W
L16
58.205
S48° 52'16.68"E
L35
80.271
SDS° 04' 30.74W
L55
33.280
N22° 45' 57.28"W
L75
48.798 S50.10' 23.79"W
L96
58.927 N10° 11' 41.58"W
L115
121.968 N52° 29'28.90"W
L16
108.343 S71' 51' 12.65"E
L36
77.308
S32' 26' 02.58"E
L56
71.921
N08° 18' 32.34"W
L76
19.572 S73° 25' 08.30"E
L96
35.130
N71° 01'29.16"W
L116
61.417 S76° 43' 14.49'W
L17
49.161
568° 22' 47.14"E
L37
33.297
S18° 05'61.93,,W
L57
89.072
N09° 42,17.90"W
L77
31.133 S40° 34' 29.39"W
L97
39.071
NO3° 35'26.93"W
L117
60.177 N61° 54' 09.67'W
L18
48.759
N86° 27'44.46"E
L38
37.024
S09° 02' 28A1"yy
L56
51.368
NOW 4425.70"W
L78
38.137 S22° 26'25.20'W
L98
38.012 N18° 53'44.52,W
L118
46.718 S71° 59'58.62'W
L19
54.527
S89° 03'12.90"E
L39
27.273
S58' 48'62.67-W
L59
51.427
N75° 60'07.86'%V
L79
58.300 S20' 41' 14.45"W
L99
54.914 N79° 00'65.17"W
L119
53.365 S47' 55'20 06"W
L20
136.943 NST° OS' 06.41"E
L40
66.937
SO7° 25' 10.63"W
L60
113.900 N30° 14' 13.62"W
LBO
51.350 S69° 11' 57.37"VII
L100
53.066 NT1° 53' 26.25"W
L120
58.095 S43° 56' 33.64"W

1. JASON E. GCDWIN, CERTFYTAT THIS PIATMS DRAWN UNDER \1111111111A/ I6b /jp UN mmppyy d U6 PPhl °u dIP(df IM1u buull�lY e<
MY SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY \\\\Cry RO Y�/,� LIR J of Ilr SedMn /0{ of 1N D Ad m deMlMnd M
6UPERVISKIN; TNATTHE SOUNOARFS NOT SURVEYED ARE CLEARLY ,% �� i, UR undenignd on Ude d°M. IAdeeu Uere b e In UR Mw ar our '
RIDIGATED AS BROKEN LINEe: TWAT THE PATO OF PRECISION AS 'E ESS/�''ti pAm d.1*6.m Ub ddemBNUon of s dkn I )"WwNI am be �.
CALCULATED IS 1:10�0Ur. THAT THIS PLATWAS NOT PREPARED W hied uPen fa °period mt >e --Wfrem Iw d" TIN
ACCORDANCE VR/H G.S 47-MAS AMENDED. Vmm8MYDRIGN4L Q 9�S _. uMeldplled elmpleMd Ub deMMlmUen "®"9 °OP de RegMd �'_ EE
SIGNATURE REGISTTRAATION NUMBERAND SEAL THIS _ SEAL = SuppWnld M Ur I6B7 U.S Amy ONpe o/ F 6YIIoMe Oe61ImIbA "� 6
Z¢ A.M. 2018. L-5080 = Munud. p cra PN1 ria °Id finer U.S. Amy Cup d En6ileue
su
DAY OF i :!. Sepia
�v9 'y0 edubloy DRk1oL �}�y� g tl
s'p,1' C GOO\ 7Ne:
N E. GO"M, LS REGISTRATON° '////`dfYf1111111\\\\\
USCE Wide a N°:
z� t
W=
Ug !
E
W�
Isdx>9 1 7
E
r
{
i
SIS
g p i
n E
/
F
z u�3 4
O O
aw0
Tn M
W
A F '
1
�a
E
EEPRWB7: 1676 !
�01O
�
Parcel Table Parcel Table Parcel Table Parcel Table Parcel Table
Line # Length Direction/Delta Line # Length Direction/Delta Line # Length Direction/Delta Line # Length Direction/Delta Line # Length Direction/Delta
L121 49.012 S46° 45' 21.39"W L141 29.458 N46° 15' 15.26"W L161 43.286 N48° 51' 02.461W L781 120.912 S06° 04' 53A8"E L201 78.398 N15° 03' 40.86"W
L122 31.538 S54° 55' 39.70"W L142 35.042 N34.43' 25.37"W L162 72.782 N57° 25'29.41"W L182 30.384 S62' 22' 43.25"E L202 109.865 N35° 47'15.70'W
L123 53.201 858' 25' 31.86"W L143 58.874 NO2° 14' 26.85"E L163 59.631 N59° 04' 02.66"W L183 98.255 S23-32'18.53"E L203 116.162 N27' 06-11.82-W
L124 34.580 S22° 51'50.73"W L144 55.411 N36- 06- 40.77"W L164 10.879 N07° 44' 42.08"E L184 20.039 S87° 49' 56.05"E L204 79.923 N25° 31' 01.001W
L725 37.121 513.47' 20.63"W L145 44.252 N64° 02' 24.09"W L165 64.258 859° 04' 02.66"E L185 719.320 S20° 37' 37.72"E Lz05 66.693 A20° 27' 10.01"W
LI 26 36.098 S27° 41' 36.95"W L146 51.565 N73° 27'03.89'W L166 73.675 S57° 25,29.41"E L186 81.542 S24° 05'40.21 "W L206 142.422 N18° 12'59.00"W
L127 69.950 828° 54'36.90"W L747 46.322 S89° 45' 36.09"W L167 40.415 S48° 51' 02.46"E L187 101.591 S45° 02'06.92"W L207 83.325 N32° 31' 08.48"W
L128 34.602 S49° 30' 33.39"W L148 60.458 S66-56 51.08"W L168 40.694 874' 26'43.1 B"E L188 161.529 869° 16'43.45' YV L208 124.756 N53° 58' 29.96"W
L129 50.118 N68° 58' 25.40"W L749 52.688 846° 14' 32.34"W L769 51.331 S16° 45' 36.32"E L189 93.956 N74° 05' 44.03"W L209 26.681 N42° 11' 45.80"VH
L130 41.842 NOB' 07' 27.63"E L150 14.800 886' 47' 36.09"W L170 89.543 871° 31'04.46"E L190 65.477 N17' 41' 00.11"W
L131 25.490 N00° 27'46.30"E L151 60.076 N34° 30' 57.99"E L171 97.984 S36° 59'24.44"E L191 129.552 S63° 56' 49.32"W
L132 41.295 N04° 23'53.68"E L152 49.966 N01° 08' 10.00"E L172 83.943 S11° 67'07.47"E L792 130.325 N54° 59' 31.59"W
L133 28.654 N05.00' 27.16"E L153 64.945 N44° 56'07.17"W L173 59.015 S10° 46'04.94"E L193 76.243 NO3° 27,03.96"E
L134 51.535 S80° 50' 10.30"E L154 31.145 N51° 26' 39.99"W L174 60.501 832° 62'29.10"E L194 66.238 N43° 05'02.26"E
L135 33.736 N87° 04'37.93-E L155 61.636 N55° 09' 13.04"W L175 102.230 S26° 10' 58.22"E L195 123.793 N28.51' 39.38"E
L136 61.621 N26° 38'29.88"E L756 44.935 N45.10' 03.83"W L176 70.106 S29° 12123.86"E L796 111.662 N26.27' 51.59"W
L137 47.480 N73° 53' 26.94"E L157 54.509 S89° 24' 33.73"W L177 60.553 526.53' 45.71"E L187 67.783 N23° 19'15.66"W
L138 23.760 N60° 26' 19.77"E L158 54.294 N68.26' 44.65'W L178 99.497 S26° 28'26.91"E L198 113.174 N25° 67'30.23"W
L739 59.709 N43.13' 11.97"E L159 59.674 N82° 56,19.6911W L179 74.064 829° 44' 37.43"E L199 88.229 N14° 66'30.90"W
L140 52.461 N44° 46' 20.25"E
L160 104.583 N39° 15' 20.95"W
L180 46.863 S24° 52' 58.18"E
L200 57.850 N32° 10' 32.79"W

--
Elevation
\ , .c
LOCATION: Revisions PLAN INFORMATION: Y.
TARHEEL RD. DESIGNED BY: HORRONTAL Al
a..TE
PLAN - PR 01-08-2019JCPU COMMENTS OCh901 080
BANNER TOWNSHIP EE, PA 1"=40'FOR OHNSTONCOUNTY,NC DRAWN BY VERTICAL SCALE: nQineerSP.A.
(� EE,PA 1"=,VbSTREETuC PROPERTYOWNER(S): CHECKED BY. DATE CREATED: /'.LLONS GRANDCHILDREN, LLC FT 10-08-2018 CONSULTLNGENGINEERS&.SURVEYORS
COPPER CREEK SOUTH 302C 2TS(W
51 BRIDGES ST SURVEY INFORMATION: nP?NC 919)8y50 somh-Semon. 4-9190MOREHEAD CITY, NC 28557 Phnne: (919) x94-7765 Fax: (919) R94-RI9(1mail:NC Fim, In plryacalaeledrauc fam, dsdoses a�jed maser mrsiderred ocnfbeaial to ENOCH ENGINEERS. PA ab mwlMiENOCH ENGINEERS,PA.ra[eadusne prcgaly npNa. Napier recap na poseaeam rhaeol conlersalre lersaM n7ssrorspodxelMGnmeNaarry perl Veered, alotletloaearty nr0.rmalionwYanatlllerainbdhas.a bwalbany µsposewNw j* —IIE

.� �:'
t !"t�i �
`y.., ,,,,�.... �.