20190084 Ver 1_Riparian Buffer Authorization_20190115

Staff Review
Does this application have all the attachments needed to accept it into the review process?
r Yes r No
ID#* Version* 1
20190084
Is this project a public transportation project?* r Yes
r No
Reviewer List:* Stephanie Goss: eads\szgoss
Select Reviewing Office:* Raleigh Regional Office - [phone]
Submittal Type:*
Riparian Buffer Authorization
Does this project require a request for payment to be sent?
r
Yes
r•
No

Project Submittal Form
Please note: fields marked with a red asterisk below are required. You will not be able to submit the form until all
mandatory questions are answered.
Project Type: F New Project
r Pre -Application Submittal
r More Information Response
r Other Agency Comments
r For the Record Only (Courtesy Copy)
New Project - Please check the new project type if you are trying to submit a new project that needs an official approval
decision.
Pre -Application Submittal - Please check the pre -application submittal if you just want feedback on your submittal and
do not have the expectation that your submittal will be considered a complete application requiring a formal decision.
More Information Response - Please check this type if you are responding to a request for information from staff and
you have and ID# and version for this response.
Other Agency Comments - Please check this if you are submitting comments on an existing project.
Project Contact Information
Name: Kevin Ferguson
Who is subrritting the information?
Email Address: [e-mail]
Project Information
Project Name: Peake Road Farm
Is this a public transportation project?
r Yes
r No
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
r Yesr No r Unknown
County (ies)
Person
Please upload all files that need to be submited.
Click the upload button or drag and drop files here to attach document
Pea ke Road Farm Buffer Authorization Submitta... 4.94MB
Only pdf or k rm files are accepted.
Describe the attachments:
Peak Road Farm Buffer Authorization Submittal Packet.
V By checking the box and signing box below, I certify that:
o I have given true, accurate, and complete information on this form;
• 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 online form."
Signature:
Submittal Date:

EC
NIIIIIIIIII1
I
ECS SOUTHEAST, LLP
Geotechnical • Construction Materials • Environmental
9001 Glenwood Avenue
Raleigh, North Carolina 27617
Telephone [phone] Fax [phone]
To: North Carolina Department of Environmental Quality
Raleigh Regional Office
Division of Water Resources
3800 Barrett Drive
Raleigh, North Carolina 27609
We are sending you the following items via:
LETTER OF TRANSMITTAL
Date: 1/11/2019 Project No. 49:4358-H
Buffer Authorization Request
Peake Road Farm
Peake Road
Oxford, Granville County, North Carolina
COPIES DATED DESCRIPTION
1 1/11/2019 Buffer Authorization Request Packet
These are transmitted as checked below:
X For your use
As requested
REMARKS
COPY TO: kferguson(a)ecslimited.com; Kevin Ferguson SIGNED:/ 1/11/2019

CS
ECS SOUTHEAST, LLP "Setting the Standard for Service
�. Geotechnical • Construction Materials • Environmental • Facilities
January 11, 2019
North Carolina Department of Environmental Quality
Raleigh Regional Office
Division of Water Resources
3800 Barrett Drive
Raleigh, North Carolina 27609
Reference: Buffer Authorization Request
Peake Road Farm
Peake Road
Oxford, Granville County, North Carolina
ECS Project No. 49:4358-H
To Whom it May Concern:
ECS Southeast, LLP (ECS) would like to submit this request for buffer authorization for the
Peake Road Farm site. The Peake Farm Road site is located on Peake Road in Oxford,
Granville County, North Carolina. ECS is submitting this request on the behalf of Strata Solar
LLC.
Background
ECS previously conducted a wetland and stream delineation for the original Project Study Area
(PSA) on April 10, 2017. The original PSA was verified by the United States Army Corps of
Engineers (USACE) under SAW -2017-01760 on August 22, 2017 and by the North Carolina
Department of Water Resources (NCDWR) under TPRRO #17-169 on August 1, 2017. A copy
of this correspondence is attached.
Additionally, ECS conducted a wetland and stream delineation for the additional PSA on March
7, 2018. The additional PSA was verified by the USACE under SAW -2017-01760 on October 4,
2018. ECS received email correspondence from NCDWR on March 21, 2018 indicating that
riparian buffers apply to the stream on the additional PSA. A copy of this correspondence is
attached.
The project consists of developing the site with a solar power generating facility. A medium
voltage line will be connected from the solar array field back to Old NC 75 where the tie in to the
power grid system is located. Hand clearing will take place within the buffer areas, and the
medium voltage line will be bored beneath the streams. A vibratory plow will be utilized to bury
the medium voltage line from Old NC 75, through stream buffer areas, and outside of stream
areas.
Initially, the medium voltage line was proposed to be bored under both the stream buffer areas,
and streams. Due to shallow depths to rock encountered in the buffer areas, boring under both
the buffers and streams together was determined to be unfeasible. Subsequently, installation of
the medium voltage line was proposed as aerial overhead lines; however, Granville County
considered the overhead lines in their height restrictions of 15 feet, which is not feasible.
Therefore, hand clearing and installation of the medium voltage line is proposed via a vibratory
ECS Capitol Services. PLLC • ECS Florida, LLC • ECS Mid -Atlantic. LLC • ECS Midwest. LLC • ECS Southeast. LLP • ECS Texas. LLP
,A%%'%v.ecSlill ited. eun-

Buffer Authorization Request
Peake Road Farm
Peake Road
Oxford, Granville County, North Carolina
ECS Project No. 49:4358-H
plow within the buffer. No impacts to the streams are proposed, as the line will be bored
underneath. The buffer impacts will be temporary. The trench will be backfilled after installation
and the area will be left to regrow.
All construction will be conducted in accordance with NCDWQ standards. All temporary erosion
control measures shall be maintained throughout the construction process. Additional erosion
control measures and/or modifications will be utilized as necessary during the construction
process.
Closure
Please contact us at [phone] or at kfergusonO-ecslimited.com if you have any questions
concerning this submittal.
Sincerely,
ECS SOUTHEAST, LLP
(V7 --L
0
Kevin Ferguson W. Brandon Fulton, LSS, PSC, PWS
Environmental Scientist Environmental Principal
kferguson(a-)-ecslimited.com bfulton(a-)-ecslimited.com
Attachments: Buffer Authorization Form
Buffer Authorization Form Attachment
Stream Buffer Impact Exhibit
ECS Figures: Original PSA
SAW -2017-01760: Original PSA
DWR Determination Letter: Original PSA
Agent Authorization: Original Area
ECS Figures: Additional PSA
SAW -2017-01760: Additional PSA
DWR Determination Email: Additional PSA
Agent Authorization: Additional Area
Granville County GIS Data
2

DWR
State of North Carolina
Department of Environment and Natural Resources
Division of Water Resources Division of Water Resources
15A NCAC 02B .0233 (8)(b), .0243 (8)(b), .0250 (11)(b), .0259 (8)(b), .0267 (11)(c), .0607 (e)(2) - Buffer Authorization
FORM: BA 10-2013
A.
Applicant
Riparian Buffer Authorization Form Information
1.
Project Information
1 a.
Name of project:
Peake Road Farm
1b.
County:
Granville County
1c.
Nearest municipality:
Oxford
1d.
Subdivision name:
N/A
1e.
Is the project located in any of North Carolina's
twenty coastal counties. If yes, answer 1f below.
❑ Yes ® No
1f.
Is the project located within a NC Division of Coastal
Management Area of Environmental Concern (AEC)?
❑ Yes ® No
2.
Owner Information
2a.
Name on Recorded Deed:
Please See Attachment
2b.
Deed Book and Page No.
Please See Attachment
2c. Map Book and Page No.
(include a copy of the recorded
map that indicates when the lot
was created):
Please See Attachment
2d.
Responsible Party
(for Corporations):
Strata Solar Development, LLC
2e.
Street address:
50101 Governor's Drive, Suite 280
2f.
City, state, zip:
Chapel Hill, NC 27517
2g.
Telephone no.:
9199601540
2h.
Fax no.:
NA
2i.
Email address:
[e-mail]
3.
Applicant Information (if different from owner)
3a.
Applicant is:
® Agent ❑ Other, specify:
3b.
Name:
3c.
Business name
(if applicable):
3d.
Street address:
3e.
City, state, zip:
3f.
Telephone no.:
3g.
Fax no.:
3h.
Email address:
4.
Agent/Consultant Information (if applicable)
4a.
Name:
Kevin Ferguson
4b.
Business name
(if applicable):
Engineering Consulting Service (ECS)
4c.
Street address:
9001 Glenwood Ave
4d.
City, state, zip:
Raleigh, NC 27617
4e.
Telephone no.:
919-861-9814
4f.
Fax no.:
N/A
4g.
Email address:
[e-mail]
FORM: BA 10-2013 Page 1 of 4

B.
Project Information and Prior Project History
1.
Property Identification
1a.
Property identification no. (tax PIN or parcel ID):
Please See Attachment
1b.
Site coordinates (in decimal degrees):
Latitude: 36.271826
Longitude: -78.654798
1c.
Property size:
112 acres
2.
Surface Waters
2a.
Name of nearest body of water to proposed project:
Owen Creek
2b. Water Quality Classification of nearest receiving
water:
Class C; NSW
2c.
River basin:
Tar -Pamlico
3.
Project Description
3a.
Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of
this application:
The site is currently undeveloped, wooded land. The general land use in the vicinity of the project is residential
and agricultural land.
3b.
Attach an 8 % x 11 excerpt from the most recent version of the USGS topographic map indicating the location
of the site
3c.
Attach an 8 % x 11 excerpt from the most recent version of the published County NRCS Soil Survey Map
depicting the project site
3d.
List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
3,150 Linear Feet
3e.
Explain the purpose of the proposed project:
Proposed solar generation facility.
3f.
Describe the overall project in detail, including the type of equipment to be used:
Please See Attachment
4.
Jurisdictional Determinations
4a.
Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property/
project (including all prior phases) in the past?
® Yes ❑ No ❑ Unknown
Comments:
4b.
If yes, who delineated the jurisdictional areas?
Name (if known): Cory Darnell (ECS), Kevin Ferguson (ECS)
Agency/ Consultant Company: ECS
Other:
4c.
If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach
documentation.
8/22/2017 & 10/04/2018
5.
Project History
5a.
Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past?
❑ Yes ® No ❑ Unknown
5b.
If yes, explain and detail according to "help file" instructions.
N/A
6.
Future Project Plans
6a.
Is this a phased project?
❑ Yes ® No
6b.
If yes, explain.
N/A
FORM: BA 10-2013 Page 2 of 4

C. Proposed Impacts Inventory
Impact Justification and Mitigation
1.
Avoidance and Minimization
1. Buffer Impacts
Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
1 b.
Specifically describe measures taken to avoid or minimize the proposed impacts through construction
techniques.
1a. Project is in which protected
basin?
❑ Neuse
❑ Randleman
® Tar -Pamlico ❑ Catawba
❑ Jordan ❑ Goose Creek
1b. Individually list all buffer impacts below. If any impacts require mitigation, then you MUST fill out Section D of
this form.
Buffer impact Reason for Type of impact
number — impact (exempt, allowable,
Permanent (P) allowable w/
or Temporary mitigation)
T
Stream name Buffer Zone 1
mitigation impact
required? (sq ft)
Zone 2
impact
(sq ft)
131 ® P ❑ T Utility Crossing
Allowable
SA -1 ❑ Yes ® No 1,150
720
B2 ® P ❑ T Utility Crossing
Allowable
S2 ❑ Yes ® No 2,394
1,576
B3 ❑ P ❑ T
2e.
❑ Yes ❑ No
2f.
B4 ❑ P ❑ T
❑ Yes ❑ No
B5 ❑ P ❑ T
❑ Yes ❑ No
B6 ❑ P ❑ T
❑ Yes ❑ No
Total buffer impacts 3,544
2,296
1c. Comments:
D.
Impact Justification and Mitigation
1.
Avoidance and Minimization
1a.
Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
1 b.
Specifically describe measures taken to avoid or minimize the proposed impacts through construction
techniques.
2.
Buffer Mitigation
2a. Will the project result in an impact within a protected riparian buffer that requires buffer
mitigation?
❑ Yes ® No
2b.
If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation and
calculate the amount of mitigation required in the table below.
Zone Reason for impact Total impact Multiplier Required mitigation
(square feet (square feet
Zone 1 3 (2 for Catawba)
Zone 2 1.5
Total buffer mitigation required:
2c.
If buffer mitigation is required, is payment to a
mitigation bank or NC EEP proposed?
❑ Yes ❑ No
2d.
If yes, attach the acceptance letter from the mitigation bank or NC EEP.
2e.
If no, then discuss what type of mitigation is proposed.
2f.
Comments:
FORM: BA 10-2013 Page 3 of 4

E. Diffuse Flow Plan
All buffer impacts and high ground impacts require diffuse flow or other form of
❑ Diffuse flow
stormwater treatment. Include a plan that fully documents how diffuse flow will be
® Other BMP
maintained. If a Level Spreader is proposed, attach a Level Spreader Supplement Form.
1a.
If due to site constraints, a BMP other than a level spreader is proposed, please provide a
**minimal impact and
size of the trench no
plan for stormwater treatment as outlined in Chapter 8 of the NC Stormwater BMP
BMP. Silt Fencing
Manual and attach a BMP Supplement Form.
will be installed
F.
Supplementary Information
by First Class Mail via the US Postal ,Service:
1.
Environmental Documentation
OR NC DWR, Transportation Permitting Unit
1a.
Does the project involve an expenditure of public (federal/state/local) funds or the use
❑ Yes ® No
Raleigh, NC 27604
of public (federal/state) land?
For all other projects sent by delivery service
1 b.
If you answered "yes" to the above, does the project require preparation of an
❑ Yes ❑ No
OR Karen Higgins
environmental document pursuant to the requirements of the National or State (North
NCDWR — 401 & Buffer Permitting Branch
1617 Mail Service Center
Carolina) Environmental Policy Act (NEPA/SEPA)?
Raleigh, NC 27699 - 1617
1c.
If you answered "yes" to the above, has the document been finalized by the State
❑ Yes ❑ No
Clearing House? (If so, attach a copy of the NEPA or SEPA final approval letter.)
Comments:
2.
Violations
2a.
Is the site in violation of DWR Wetland Rules (15A NCAC 02H .0500), Isolated Wetland
❑ Yes ® No
Rules (15A NCAC 02H .1300), DWR Surface Water or Wetland Standards, or Riparian
Buffer Rules (15A NCAC 02B .0200)?
2b.
Is this an after -the -fact permit application?
❑ Yes ® No
2c.
If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
------ 01/10/2019
Applicant/Agent's Printed Name
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant isprovided.)
Send 3 complete sets of this form and accompanying documents to the following:
For government transportation projects sent
For government transportation projects sent by
by First Class Mail via the US Postal ,Service:
delivery service (UPS, FedEx, etc.).-
tc.):NC
NCDWR, Transportation Permitting Unit
OR NC DWR, Transportation Permitting Unit
1617 Mail Service Center
512 N. Salisbury Street
Raleigh, NC 27699 - 1617
Raleigh, NC 27604
For all other projects sent by First Class Mail
For all other projects sent by delivery service
via the US Postal ,Service
(UPS, FedEx, etc.).-
tc.):Karen
KarenHiggins
OR Karen Higgins
NCDWR — 401 & Buffer Permitting Branch
NCDWR — 401 & Buffer Permitting Branch
1617 Mail Service Center
512 N. Salisbury Street
Raleigh, NC 27699 - 1617
Raleigh, NC 27604
FORM: BA 10-2013 Page 4 of 4

A. Applicant
2. Owner Information
2a. Name on Recorded Deed:
Parcel 1 (PIN 1901-08-9875): Jones Gary & William B Jr.
Parcel 2 (PIN 1901-27-0863): Jones Gary
Parcel 3 (PIN 1901-17-6182): Jones William Brodie Jr.
Parcel 4 (PIN 1901-38-8906): Brafford Vicki B & James G III
2b. Deed Book and Page No.
Parcel 1 (PIN 1901-08-9875): 0/0
Parcel 2 (PIN 1901-27-0863): 1039/197
Parcel 3 (PIN 1901-17-6182): 760/402
Parcel 4 (PIN 1901-38-8906): 786/216
2c. Map Book and Page No.
Parcel 1 (PIN 1901-08-9875): 190101089875
Parcel 2 (PIN 1901-27-0863): 190101270863
Parcel 3 (PIN 1901-17-6182): 190101176182
Parcel 4 (PIN 1901-38-8906): 190101388906
B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID):
Parcel 1: PIN 1901-08-9875
Parcel 2: PIN 1901-27-0863
Parcel 3: PIN 1901-17-6182
Parcel 4: PIN 1901-38-8906
3. Project Description
3f. Describe the overall project in detail, including the type of equipment to be used:
The project consists of developing the site with a solar power generating facility. A medium voltage line will be
connected from the solar array field back to Old NC 75 where the tie in to the power grid system is located.
Hand clearing will take place within the buffer areas, and the medium voltage line will be bored beneath the

streams. A vibratory plow will be utilized to bury the medium voltage line from Old NC 75, through stream buffer
areas, and outside of stream areas.
D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project:
Initially, the medium voltage line was proposed to be bored under both the stream buffer areas, and streams.
Due to shallow depths to rock encountered in the buffer areas, boring under both the buffers and streams
together was determined to be unfeasible. Subsequently, installation of the medium voltage line was proposed
as aerial overhead lines; however, Granville County considered the overhead lines in their height restrictions of
15 feet, which is not feasible. Therefore, hand clearing and installation of the medium voltage line is proposed
via a vibratory plow.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction
techniques.
All construction will be conducted in accordance with NCDWQ standards. All temporary erosion control
measures shall be maintained throughout the construction process. Additional erosion control measures and/or
modifications will be utilized as necessary during the construction process.

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JURISDICTIONAL WETLANDS I_ _ __-_•�
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ASSOCIATES, PA
221 PROVIDENCE ROAD, CHAPEL HILL. N.C. 27514
(919) 929 - 0481 (919) 489 - 4789
SCALE: AS NOTED
DATE: 07 JAN 19
JOB NUMBER: 114063.138
DRAWN BY: J.B.M.
REVIEWED BY: A.R.S.
SITE
OVERVIEW

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SCALE: N.T.S.
6" MIN.
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PROPOSED 20' DIRECTIONAL-
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IR CE TIONAL-
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REFER TO RANDOM LAYS
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DETAIL LOCATED ON
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RED MAGNETIC WARNING TAPE,
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TRENCH RUN MATERIAL NOT
TO CONTAIN SOLIDS LARGER
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1/0 GROUND WIRE TO BE
COVERED BY NATIVE SAND
MV DIRECT BURY CABLE
RANDOMLY LAYED IN TRENCH
DIRECT BURY FIBER
OPTIC CABLE
BEDDING MATERIAL SHALL BE
SAND
RANDOM LAY MV CABLES (1 CIRCUIT)
WITH FIBER OPTIC CABLE
NOTES: SCALE: N.T.S.
STREAM \
BUFFER (TYP.)
UNDERGROUND
ELECTRIC
do LINE (TYP.)
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ZONE 2 BUFFER
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AREA TYP.)
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JURISDICTIONAL STREAM BUFFER IMPACT DISTURBANCE
SCALE: 1" = 20'
1. JURISDICTIONAL DITCH DELINEATION PROVIDED BY ECS SOUTHEAST, LLP.
2. DISTURBANCE AT THE STREAM BUFFER SHALL BE MINIMIZED TO THE EXTENT PRACTICABLE FOR INSTALLATION OF THE
UNDERGROUND ELECTRIC LINE AND TEMPORARY EROSION CONTROL MEASURES.
3. ALL CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH NCDEQ STANDARDS.
4. ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE MAINTAINED IN PROPER WORKING CONDITION THROUGHOUT
CONSTRUCTION.
5. INSTALL TEMPORARY SILT FENCE STONE OUTLETS AT LOW POINTS IN SILT FENCE AS NECESSARY.
6. ADDITIONAL EROSION CONTROL MEASURES AND/OR MODIFICATIONS TO PROPOSED MEASURES MAY BE NECESSARY BASED
UPON ACTUAL SITE CONDITIONS.
7. WOODY VEGETATION SHALL BE CLEARED BY HAND. NO LAND GRUBBING OR GRADING IS ALLOWED
8. VEGETATIVE ROOT SYSTEMS SHALL BE LEFT INTACT TO MAINTAIN THE INTEGRITY OF THE SOIL. STUMPS SHALL REMAIN,
EXCEPT IN THE TRENCH, WHERE THE TREES ARE CUT.
9. UNDERGROUND CABLE SHALL BE INSTALLED BY VIBRATORY PLOW OR TRENCHING.
10. THE TRENCH SHALL BE BACKFILLED WITH THE EXCAVATED SOIL MATERIAL IMMEDIATELY FOLLOWING THE CABLE INSTALLATION.
11. NO FERTILIZER SHALL BE USED OTHER THAN A ONE–TIME APPLICATION TO RE–ESTABLISH VEGETATION.
12. CONSTRUCTION ACTIVITIES SHALL MINIMIZE THE REMOVAL OF WOODY VEGETATION, THE EXTENT OF THE DISTURBED AREA, AND
THE TIME IN WHICH AREAS REMAIN IN A DISTURBED STATE.
13. ACTIVE MEASURE SHALL BE TAKEN AFTER CONSTRUCTION AND DURING ROUTINE MAINTENANCE TO ENSURE DIFFUSE FLOW OF
STORMWATER THROUGH THE BUFFER.
14. IN WETLANDS, MATS SHALL BE UTILIZED TO MINIMIZE SOIL DISTURBANCE.
JURISDICTIONAL STREAM BUFFER IMPACT SUMMARY:
LENGTH OF JURISDICTIONAL STREAM BUFFER DISTURBED:
ZONE 1 = 6 1. 0 FT.
ZONE 2 = 43.1 FT.
AREA OF JURISDICTIONAL STREAM BUFFER DISTURBED:
ZONE 1 = 2.394 SF. (0.055 AC.)
ZONE 2 = 1.576 SF. (0.036 AC.)
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SCALE: AS NOTED
DATE: 07 JAN 19
JOB NUMBER: 114063.138
DRAWN BY: J.B.M.
REVIEWED BY: A.R.S.
EXHIBIT
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BALLENTINE
ASSOCIATES, PA
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(919) 929 - 0481 (919) 489 - 4789
SCALE: AS NOTED
DATE: 07 JAN 19
JOB NUMBER: 114063.138
DRAWN BY: J.B.M.
REVIEWED BY: A.R.S.
EXHIBIT
1

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VICINITY MAP
SCALE: N.T.S.
6" MIN.
NOTES:
TO
\ PERENNIALS �\\
STREAM (TYP.)
SILT FENCE (TYP.)\�
GRADE
RED MAGNETIC WARNING TAPE,
3" WIDE, TO READ "CAUTION
ELECTRICAL LINE BURIED BELOW"
TRENCH RUN MATERIAL NOT
TO CONTAIN SOLIDS LARGER
THAN 2 -1/2" IN DIAMETER
1/0 GROUND WIRE TO BE
COVERED BY NATIVE SAND
MV DIRECT BURY CABLE
RANDOMLY LAYED IN TRENCH
DIRECT BURY FIBER
OPTIC CABLE
BEDDING MATERIAL SHALL BE
SAND
RANDOM LAY MV CABLES (1 CIRCUIT)
WITH FIBER OPTIC CABLE
SCALE: N.T.S.
ZONE 1 BUFFER \ \ \\ \ UNDERGROUND
l \ l o I
\ELECTRICIMPACT (HATCHED \ I� LINE (TYP.)
ZONE 2 BUFFER AREA TYP.) \ \ II I
IMPACT (HATCHED
AREA TYP.) \ \ \ I I I \
�\ \ \STREAM
BUFFER \ TOP OF I I \
\ Sg (TYP.) BANK (TYP.) \ II1IIIIII \ I�
JURISDICTIONAL STREAM BUFFER IMPACT DISTURBANCE
SCALE: 1" = 20'
1. JURISDICTIONAL DITCH DELINEATION PROVIDED BY ECS SOUTHEAST, LLP.
2. DISTURBANCE AT THE STREAM BUFFER SHALL BE MINIMIZED TO THE EXTENT PRACTICABLE FOR INSTALLATION OF THE
UNDERGROUND ELECTRIC LINE AND TEMPORARY EROSION CONTROL MEASURES.
3. ALL CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH NCDEQ STANDARDS.
4. ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE MAINTAINED IN PROPER WORKING CONDITION THROUGHOUT
CONSTRUCTION.
5. INSTALL TEMPORARY SILT FENCE STONE OUTLETS AT LOW POINTS IN SILT FENCE AS NECESSARY.
6. ADDITIONAL EROSION CONTROL MEASURES AND/OR MODIFICATIONS TO PROPOSED MEASURES MAY BE NECESSARY BASED
UPON ACTUAL SITE CONDITIONS.
7. WOODY VEGETATION SHALL BE CLEARED BY HAND. NO LAND GRUBBING OR GRADING IS ALLOWED
8. VEGETATIVE ROOT SYSTEMS SHALL BE LEFT INTACT TO MAINTAIN THE INTEGRITY OF THE SOIL. STUMPS SHALL REMAIN,
EXCEPT IN THE TRENCH, WHERE THE TREES ARE CUT.
9. UNDERGROUND CABLE SHALL BE INSTALLED BY VIBRATORY PLOW OR TRENCHING.
10. THE TRENCH SHALL BE BACKFILLED WITH THE EXCAVATED SOIL MATERIAL IMMEDIATELY FOLLOWING THE CABLE INSTALLATION.
11. NO FERTILIZER SHALL BE USED OTHER THAN A ONE-TIME APPLICATION TO RE-ESTABLISH VEGETATION.
12. CONSTRUCTION ACTIVITIES SHALL MINIMIZE THE REMOVAL OF WOODY VEGETATION, THE EXTENT OF THE DISTURBED AREA, AND
THE TIME IN WHICH AREAS REMAIN IN A DISTURBED STATE.
13. ACTIVE MEASURE SHALL BE TAKEN AFTER CONSTRUCTION AND DURING ROUTINE MAINTENANCE TO ENSURE DIFFUSE FLOW OF
STORMWATER THROUGH THE BUFFER.
14. IN WETLANDS, MATS SHALL BE UTILIZED TO MINIMIZE SOIL DISTURBANCE.
JURISDICTIONAL STREAM BUFFER IMPACT SUMMARY:
LENGTH OF JURISDICTIONAL STREAM BUFFER DISTURBED:
ZONE 1 = 78.0 FT.
ZONE 2 = 46.9 FT.
AREA OF JURISDICTIONAL STREAM BUFFER DISTURBED:
ZONE 1 = 1.150 SF. (0.026 AC.�
ZONE 2 = 702 SF. (0.016 AC.)
��
z/zm
r11�� MIN
PROPOSED 20' DIRECTIONAL
BORE UNDER STREAM
PROPOSED BORE
\\
PIT (TYP.)
TO
\ REFER RANDOM LAY
\SILT FENCE
\ MV CABLES (1 CIRCUIT)
OUTLET (TYP.)
\ WITH FIBER OPTIC CABLE
-DETAIL LOCATED ON
THIS SHEET
ZONE 1 BUFFER \ \ \\ \ UNDERGROUND
l \ l o I
\ELECTRICIMPACT (HATCHED \ I� LINE (TYP.)
ZONE 2 BUFFER AREA TYP.) \ \ II I
IMPACT (HATCHED
AREA TYP.) \ \ \ I I I \
�\ \ \STREAM
BUFFER \ TOP OF I I \
\ Sg (TYP.) BANK (TYP.) \ II1IIIIII \ I�
JURISDICTIONAL STREAM BUFFER IMPACT DISTURBANCE
SCALE: 1" = 20'
1. JURISDICTIONAL DITCH DELINEATION PROVIDED BY ECS SOUTHEAST, LLP.
2. DISTURBANCE AT THE STREAM BUFFER SHALL BE MINIMIZED TO THE EXTENT PRACTICABLE FOR INSTALLATION OF THE
UNDERGROUND ELECTRIC LINE AND TEMPORARY EROSION CONTROL MEASURES.
3. ALL CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH NCDEQ STANDARDS.
4. ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE MAINTAINED IN PROPER WORKING CONDITION THROUGHOUT
CONSTRUCTION.
5. INSTALL TEMPORARY SILT FENCE STONE OUTLETS AT LOW POINTS IN SILT FENCE AS NECESSARY.
6. ADDITIONAL EROSION CONTROL MEASURES AND/OR MODIFICATIONS TO PROPOSED MEASURES MAY BE NECESSARY BASED
UPON ACTUAL SITE CONDITIONS.
7. WOODY VEGETATION SHALL BE CLEARED BY HAND. NO LAND GRUBBING OR GRADING IS ALLOWED
8. VEGETATIVE ROOT SYSTEMS SHALL BE LEFT INTACT TO MAINTAIN THE INTEGRITY OF THE SOIL. STUMPS SHALL REMAIN,
EXCEPT IN THE TRENCH, WHERE THE TREES ARE CUT.
9. UNDERGROUND CABLE SHALL BE INSTALLED BY VIBRATORY PLOW OR TRENCHING.
10. THE TRENCH SHALL BE BACKFILLED WITH THE EXCAVATED SOIL MATERIAL IMMEDIATELY FOLLOWING THE CABLE INSTALLATION.
11. NO FERTILIZER SHALL BE USED OTHER THAN A ONE-TIME APPLICATION TO RE-ESTABLISH VEGETATION.
12. CONSTRUCTION ACTIVITIES SHALL MINIMIZE THE REMOVAL OF WOODY VEGETATION, THE EXTENT OF THE DISTURBED AREA, AND
THE TIME IN WHICH AREAS REMAIN IN A DISTURBED STATE.
13. ACTIVE MEASURE SHALL BE TAKEN AFTER CONSTRUCTION AND DURING ROUTINE MAINTENANCE TO ENSURE DIFFUSE FLOW OF
STORMWATER THROUGH THE BUFFER.
14. IN WETLANDS, MATS SHALL BE UTILIZED TO MINIMIZE SOIL DISTURBANCE.
JURISDICTIONAL STREAM BUFFER IMPACT SUMMARY:
LENGTH OF JURISDICTIONAL STREAM BUFFER DISTURBED:
ZONE 1 = 78.0 FT.
ZONE 2 = 46.9 FT.
AREA OF JURISDICTIONAL STREAM BUFFER DISTURBED:
ZONE 1 = 1.150 SF. (0.026 AC.�
ZONE 2 = 702 SF. (0.016 AC.)
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SCALE: AS NOTED
DATE: 07 JAN 19
JOB NUMBER: 114063.138
DRAWN BY: J.B.M.
REVIEWED BY: A.R.S.
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ASSOCIATES, PA
221 PROVIDENCE ROAD, CHAPEL HILL. N.C. 27514
(919) 929 - 0481 (919) 489 - 4789
SCALE: AS NOTED
DATE: 07 JAN 19
JOB NUMBER: 114063.138
DRAWN BY: J.B.M.
REVIEWED BY: A.R.S.
EXHIBIT
2

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Ece-
lo
Th
Client:
STRATA
Project:
PEAKE FARM ROAD SITE
PEAKE ROAD & TRIPLE
CREEK FARM ROAD,
OXFORD
GRANVILLE COUNTY,
NORTH CAROLINA
Title:
SITE LOCATION MAP
GOOGLE STREET
MAP
peake Rd Peake-Rd alt
F11 Sib
4-1
c GRANVILLE COUNTY,
NORTH CAROLINA
Drawn By: Scale:
CBD 1" =' 1,000'
Approved By: Date:
N WBF 4/10/2017
W 1 '.. � ECS Project No:
49: 4358
FIGURE 1

i
4
N
l
•
J' -A
ISO
Afti L[ 1I
•
l
l
U
0
Client:
STRATA
r
If so Project:
PEAKE FARM ROAD SITE
PEAKE ROAD & TRIPLE
f CREEK FARM ROAD,
OXFORD
GRANVILLE COUNTY,
NORTH CAROLINA
! Title:
ad USGS TOPOGRAPHIC
s MAP
BEREA
__ • CONTOUR: 10 FEET
• i DATED: 1990
NC QUADRANGLE
GRANVILLE COUNTY,
t NORTH CAROLINA
V Drawn By: Scale:
CBD 1" = 21000`
Approved By: Date:
WBF 4/10/2017
ECS Project No:
/i 49:4358
FIGURE 2

En8
i
Client:
STRATA
77
End
MnC Project:
PEAKE FARM ROAD SITE
En PEAKE ROAD & TRIPLE
CREEK FARM ROAD,
OXFORD
�.r+• GRANVILLE COUNTY,
• , ' ' '� �� NORTH CAROLINA
�FIr, Title:
USOIL
SURVEY OF
U GRANVILLE COUNTY
_ NC
DATED: 1997
SHEET:9
vacfin$
( n 8 W fir
U. IR
Sirl
VAB
GRANVILLE COUNTY,
a Legend NORTH CAROLINA
u
• Drawn By: Scale:
O Project Site Boundary CBD 1" = 1,000`
Nntl
w. CaB -Cecil sandy loam Approved By: Date:
NaC� `
Cha — Chewacla and Wehadkee soils WBF 4/10/2017
EnB & EnC — Enon loam ECS Project No:
49:4358
HeB — Helena sandy loam
C. VaB — Vance sandy loam FIGURE 3

� Om�

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40
vo
V•
1.

Legend (Approximate Location)
W-
Project Site Boundary
Jurisdictional Stream
Wetland Area
Ephemeral Drainage
Pond
N
W4: (1-13)
W2: (1-2) AW�2'
W3: (1-10)
W5: (1-8)
9
W6: (1-5)
OW.
W10: (1-7)
AW �3-4'
0.AR
ECS PERFORMED A WATERS OF THE U.S. DELINEATION AND
GPS LOCATION OF FLAGGING ON 04-05-17. THE
LOCATIONS SHOWN ON THIS MAP HAVE NOT BEEN
VERIFIED BY THE USACE OR THE NCDWR. THIS MAP IS FOR
PRELIMINARY PLANNING PURPOSES. THIS IS NOT A
SURVEY, THE SITE IS LOCATED WITHIN THE TAR-PAMILICO
RIVER BASIN WHICH IS SUBJECT TO MANDATORY 50'
BUFFERS BASED ON THE MOST RECENT USGS
TOPOGRAPHIC MAP AND OR SOIL SURVEY. BUFFERS ARE
NOT DEPICTED ON THIS MAP.
- -I W1: (1-46)
f
W8: (1-4)
S1: (1-46)
R
IL
S2-(1-46)
W7: (1-45)
W9: (1-4)
AW~2-3'
Client:
STRATA
Project:
PEAKE FARM ROAD SITE
PEAKE ROAD & TRIPLE
CREEK FARM ROAD,
OXFORD
GRANVILLE COUNTY,
NORTH CAROLINA
Title:
GPS FLAGGING
LOCATION MAP
r�1�►r11�tr s��'��
GRANVILLE COUNTY,
NORTH CAROLINA
Drawn By: Scale:
CBD I as shown
Approved By: Date:
WBF 4/10/2017
ECS Project No:
49: 4358
FIGURE 6

Legend (Approximate Location) Area (Acres)
W1 = 2.6349
O Project Site Boundary W2 = 0.0007
W3 = 0.5386
Jurisdictional Stream W4 = 0.0778
W6 = 0.0500
Wetland Area W7 = 1.3758
■ ■ Ephemeral Drainage W8 = 0.0171
W9 = 0.0060
® Pond W10 = 0.0310
Culvert Length (Feet)
S1 = 1,867
Buffer S2 = 11133
Data Point
W4: (1-13)
.�
,. •-, ; : _
�W L
W3: (1-10)a''::'
fW
Or
W6: (1-5)
t
04
ECS PERFORMED A WATERS OF THE U.S. DELINEATION AND
GPS LOCATION OF FLAGGING ON 04-10-17. THE
LOCATIONS SHOWN ON THIS MAP HAVE BEEN VERIFIED BY
THE USACE ON 19 JULY 2017, AND THE NCDWR ON 1
AUGUST, 2017. THIS MAP IS FOR PRELIMINARY PLANNING
PURPOSES. THIS IS NOT A SURVEY, THE SITE IS LOCATED
WITHIN THE TAR-PAMILICO RIVER BASIN WHICH IS SUBJECT
TO MANDATORY 50' BUFFERS BASED ON THE MOST
RECENT USGS TOPOGRAPHIC MAP AND OR SOIL SURVEY.
W1: (1-46)
r
Sl -(1-42)
End Point: -78.652438,
36.274786
W2: (1-2)AW�2' q*
Upland Data Point
S2-(1-36)
End Point: -78.655708,
36.271125
W7: (1-45)
Client:
STRATA
Project:
PEAKE FARM ROAD SITE
PEAKE ROAD & TRIPLE
CREEK FARM ROAD,
OXFORD
GRANVILLE COUNTY,
NORTH CAROLINA
Title:
GPS FLAGGING
LOCATION MAP
GRANVILLE COUNTY,
NORTH CAROLINA
Drawn By: Scale:
KCF 1 1" = 700'
Il
Approved By: Date:
W9: (1N W10: (1-7) WBF 8/7/2017
AW�3-4'
AW^2-3' ECS Project No:
,L s W 8: (1-4) -4)Iry
49: 4358
�•j ,t�� ZOO' � FIGURE 6

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW -2017-01760 County: Granville County U.S.G.S. Quad: Berea
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Property Owner/Applicant: Cory Darnell
ECS Carolinas, LLP
Address: 9001 Glenwood Avenue
Raleigh, North Carolina 27617
Telephone Number: 919-861-9859
Size (acres) 105 (approximately)
Nearest Waterway Owen Creek
USGS HUC 03020101
Nearest Town Oxford
River Basin Pamlico
Coordinates Latitude: 36.272035
Longitude: -78.655996
Location description: The site is located approximately 3,000 feet northeast of the Peake Road, Harper Renn Road
intersection, in Granville County, North Carolina and is identified as the Peak Farm Road Site (See attached map).
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.
Page 1 of 2

SAW -2017-01760
_ 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 Andrew Williams at
[phone] or Andrew.E.Williams2(&usace.army.mil.
C. Basis For Determination: See the attached preliminary iurisdictional determination form
D. Remarks: None
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 fmd 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 1OM15
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 Not Applicable.

SAW-2017-01760
**It is not necessary to submit an RFA form to the Division Office if you do not object to the determination in this
correspondence. * * Digitally signed by WILLIAMS.ANDREW.E.1244561655
DN: c=US, o=WIL Government, o E.1244DoD, 616PKI,
• • K% ou=USA,cn=WILLIAMSANDREW.E.1244561655
Corps Regulatory Official: Date: 2017.08.2216:00:26-0400'
Date: August 22, 2017
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://coLpsmapu.usace.gM.mil/cm smapu.usace.gM.mil/cm apex/f?p=136:4:0.
Copy Furnished:
William Jones
2508 Peake Road
Oxford, North Carolina 27565

SAW -2017-01760
NOTIFICATION OF ADMINISTRATIVE APPEAL OPTIONS AND PROCESS AND
REQUEST FOR APPEAL
Applicant: ECS Carolinas, LLP
File Number: SAW -2017-01760
Date: August 22, 2017
Cory Darnell
Attached is: See Section below
INITIAL PROFFERED PERMIT Standard Permit or Letter ofpermission) A
PROFFERED PERMIT Standard Permit or Letter ofpermission) B
PERMIT DENIAL C
APPROVED JURISDICTIONAL DETERMINATION D
PRELIMINARY JURNDICTIONAL DETE—MINATION 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.LM.mil/inet/functions/cw/cecwo/reg or
Corps regulations at 33 CFR Part 331.
A: INITIAL PROFFERED PERMIT: You may accept or object to the permit.
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for fmal
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.
• 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
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for fmal
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.
• 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.
• 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.
• 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 division engineer. This form must be received by
the division engineer within 60 days of the date of this notice.

SAW -2017-01760
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
If you only have questions regarding the appeal process you may
appeal process you may contact:
also contact:
District Engineer, Wilmington Regulatory Division,
Mr. Jason Steele, Administrative Appeal Review Officer
Attn: Andrew Williams
CESAD-PDO
3331 Heritiage Trade Drive, Suite 105
U.S. Army Corps of Engineers, South Atlantic Division
Wake Forest, North Carolina 27587
60 Forsyth Street, Room 10M 15
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.
Date:
Telephone number:
Signature of appellant or agent.
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 1OM15, Atlanta, Georgia 30303-8801
Phone: [phone]

Legend (Approximate Location)
Project Site Boundary
Jurisdictional Stream
Wetland Area
■ ■ Ephemeral Drainage
Pond
Culvert
Buffer
Data Paint
W6:(1-5)
,Ir -
Area subject
to buffer
requirements
� r
W10: (1-7)
AW -3-4'
Area (Acres)
W1 = 2.6349
W2 = 0.0007
W3 - 0.5386
W4 = 0.0778
W6 - 0.0500
W7 = 1.3758
W8 = 0.0171
W9 = 0.0060
W10 = 0.0310
Length (Feet)
S1 = 1,867
S2 = 1,133
4 )i
. -As
I
ECS PERFORMED A WATERS OF THE U.S. DELINEATION AND
GPS LOCATION OF FLAGGING ON 04-10-17. THE
LOCATIONS SHOWN ON THIS MAP HAVE NOT BEEN
VERIFIED BY THE USACE OR THE NCDWR. THIS MAP IS FOR
PRELIMINARY PLANNING PURPOSES. THIS IS NOT A Eno
SURVEY, THE SITE IS LOCATED WITHIN THE TAR-PAMILICO
RIVER BASIN WHICH IS SUBJECT TO MANDATORY 50' Client:
BUFFERS BASED ON THE MOST RECENT USGS STRATA
TOPOGRAPHIC MAP AND OR SOIL SURVEY. BUFFERS ARE
NOT DEPICTED ON THIS MAP.
Area subject to buffer requirements Project:
W1: (1-46)
Upland Data Poiret
S1: (1-42)
W2: (1-2) AW -2'
S2: (1-36)
Area subject to buffer requirements
1� W9: (1-4)
AW -2-3'
W8: (1-4)
'mak +' f
W7:(1-45)
w
41
PEAKE FARM ROAD SITE
PEAKE ROAD & TRIPLE
CREEK FARM ROAD,
OXFORD
GRANVILLE COUNTY,
NORTH CAROLINA
Title:
GPS FLAGGING
LOCATION MAP
GRANVILLE COUNTY,
NORTH CAROLINA
Drawn By: Scale:
KGF I" a 700'
Approved By: Date:
W BF 4/19/2017
ECS Project No:
49-.4358
FIGURE 6

PRELIMINARY JURISDICTIONAL DETERMINATION (PJD) FORM
BACKGROUND INFORMATION
A. REPORT COMPLETION DATE FOR PJD: August 22, 2017
B. NAME AND ADDRESS OF PERSON REQUESTING PJD: Cory Darnell, 9001 Glenwood Avenue, Raleigh, North
Carolina 27617
C. DISTRICT OFFICE, FILE NAME, AND NUMBER: Wilmington, Peake Farm Road Site, SAW -2017-01760
D. PROJECT LOCATION(S) AND BACKGROUND INFORMATION: Peake Road and Triple Creek Farm Road,
Oxford, North Carolina
(USE THE TABLE BELOW TO DOCUMENT MULTIPLE AQUATIC RESOURCES AND/OR
AQUATIC RESOURCES AT DIFFERENT SITES)
State: North Carolina County/parish/borough: Granville City: Oxford
Center coordinates of site (lat/long in degree decimal format): Lat.: 36.272399° N Long.: -78.656495° W
Universal Transverse Mercator:
Name of nearest waterbody: Owen Creek
E. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLY):
]K] Office (Desk) Determination. Date: August 22, 2017
51 Field Determination. Date(s): July 19, 2017
TABLE OF AQUATIC RESOURCES INREVIEW AREA WHICH "MAY BE" SUBJECT TO REGULATORY
JURISDICTION.
Site
Number
Latitude (decimal
degrees)
Longitude
(decimal degrees)
Estimated amount of
aquatic resources in
review area (acreage
and linear feet, if
applicable
Type of aquatic
resources (i.e.,
wetland vs. non-
wetland waters)
Geographic authority to
which the aquatic resource
"may be" subject (i.e.,
Section 404 or Section
10/404)
W 1
36.274858 N
-78.653145 W
2.6349 Acres
Wetland
404
W2
36.274021 N
-78.656075 W
0.0007 Acres
Wetland
404
W3
36.274030 N
-78.656897 W
0.5386 Acres
Wetland
404
W4
36.275191 N
-78.657333 W
0.0778 Acres
Wetland
404
W6
36.273067 N
-78.658407 W
0.0500 Acres
Wetland
404
W7
36.270395 N
-78.655039 W
1.3758 Acres
Wetland
404

Site
Number
Latitude (decimal
degrees)
Longitude
(decimal degrees)
Estimated amount of
aquatic resources in
review area (acreage
and linear feet, if
applicable
Type of aquatic
resources (i.e.,
wetland vs. non-
wetland waters)
Geographic authority to
which the aquatic resource
"may be" subject (i.e.,
Section 404 or Section
10/404)
W8
36.269934 N
-78.656106 W
0.0171 Acres
Wetland
404
w9
36.270355 N
-78.655405 W
0.0060 Acres
Wetland
404
W10
36.270289 N
-78.659540 W
0.0310 Acres
Wetland
404
SI
36.274338 N
-78.655518 W
1,867 Linear Feet
Stream
404/401
S2
36.272051 N
-78.656685 W
1,133 Linear Feet
Stream
404/401
P 1
36.270340 N
-78.656038 W
0.6966 Acres
Pond
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 (AID) 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 AID before accepting the terms and
conditions of the permit authorization, and that basing a permit authorization on an AID 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 AID 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 AID or a PJD, the JD will be processed
as soon as practicable. Further, an AID, 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 AID 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: ECS, LLP
® 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: Berea, 1990
® Natural Resources Conservation Service Soil Survey. Citation: Granville County, Sheet 9, 1997_
National wetlands inventory map(s). Cite name: USFWS NWI Website
❑ State/local wetland inventory map(s):
® FEMA/FIRM maps: Panels 0991, 0992, 1901, 1902, current_
❑ 100 -year Floodplain Elevation is: (National Geodetic Vertical Datum of 1929)
® Photographs: ❑Aerial (Name & Date):
or ®Other (Name & Date): Photolog 4/28/2017_
❑ 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 Corns and should not be relied upon for later iurisdictional
determinations.
'4A, .J W
Digitally signed by
W I LLI AMS.AN DRE W. E.1244561655
DN: c=US, o=U.S. Government,
ou=DoD, ou=PKI, ou=USA,
cn=W ILLIAMS.ANDREW.E.12445616
55
Date: 2017.08.22 15:44:29 -04'00'
Signature and date of Regulatory
staff member completing PJD
7
5/8/2017
Signature and date of person
requesting PJD (REQUIRED,
unless obtaining the signature
is impracticable)'
1 Districts may establish timeframes for requester to return signed PJD forms. If the requester 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.

:.y
Water Resources
ENVIRONMENTAL QUALITY
August 7, 2017
Gary Jones & William Jones
2525 and 2508 Peake Road
Oxford, Raleigh, NC 27565
ROY COOPER
Got nfor
MICHAEL S. REGAN
secreetrt,
S. JAY ZIMMERMAN
Director
Subject: Buffer Detertnination Letter
TPRRO # 17-169
Granville County
Determination Type:
Buffer
Intermittent/Perennial
❑ Neuse (15A NCAC 2B .0233)
Start(; StopiR.
® Tar -Pamlico (15A NCAC 2B.0259)
❑ Intermittent/Perennial Determination (where local buffer
ordinances apply)
❑ Jordan (15A NCAC 26.0267)
(governmental and/or interjurisdictional
S2
projects)
Project Name: Peake Road Farm
Address/Location: 2525 Peake Road, Oxford, NC
Stream(s): Owen Creek
Determination Date: August 1, 2017 Staff: Gary Kreiser
Stream
VIM*
Not
Subject
Subject
Start(; StopiR.
Soil USGS
Survey To o
S1
X
X X
S2
X
-78.655708, Confluence with
36.271 125 S1
X X
S3
X
i
I I _J_X
X
S4
I X
I I
*E111P = EphemeralllntermittentJPerennial
Explanation: The stream(s) listed above has been located on the most recent published NRCS Soil Survey of
Granville 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 Army Corps of Engineers.
Division of Water Resource,, Raleigh Regional Office, Water Quality Operations Section littp:/"portal.nctienr.org/webirvgraps
1628 Moil Service Center, Raleigh, NC 27699-1624 Phone: [phone]
Location: 3800 Barrett Drive, Raleigh, NC 27609 Fax: (1)19178;3.7159

Peake Road Farms
Granville County
August 7, 2017
Page 2 of 2
This on-site determination shall expire live (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) 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 4041401 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 y questio;regardi ddeterminati please feel free to contact Gary Kreiser at [phone].
erely,
72 7Danny Smith
Supervisor, Water Quality Regional Operations Center
CC. RRO DWR File Copy
Cory Darnell, ECS (electronic copy) cdarn,Gi] L zc liinited corn

a, 57A1µ Map provided by NCDEQ
Legend: Division of Water Resources
,� W
:: Locations are approximate
-Approximate Site boundary:
�, and are provided for ref-
Nae erence only
RSt q+vr Y��

Legend
0 Project Site Boung
CaB —Cecil sandy loam
,,0 S7Ait
Map provided by NCDEC!
Legend: j y'
!
Division of Water Resources
-� i•
-Approximate Site boundary: 3 '.
:: Locations are approximate
for
and are provided ref-
erence only::

ECS SOUTHEAST, LLP Setting the Standard for- Service*
Geotechnical • Construction Vlateaiats • Environinenta, • Facilities
Agent Authorization
Property/Site:
Peake Road Farm
Address of Site:
2519 Peake Road
Oxford, NC 27565
Parcel Identification Number (PIN): _ 190101089875, 190101270863, 1 901 01 1 761 82
Owner Information:
Name:
Gary J. Jones and William Brodie Jones, Jr.
Address:
2508 Peake Road
Oxford, NC 27565
Telephone Number:
[phone]
Fax Number:
E-mail Address:
Property Owner Certification:
1, the undersigned, a duly authorized owner of record of the property/properties identified herein,
do authorize representatives of the Wilmington District, U.S. Army Corps of Engineers (USAGE)
and/ or the North Carolina Division of Water Resources (NCDWR) to enter upon the property
herein described for the purpose of conducting on-site investigations and issuing a
determination associated with Waters of the U.S. subject to Federal/State jurisdiction under
Section 404 and 401 of the Clean Water Act and/or Section 10 of the Rivers and Harbors Act of
1899. 1 also authorize ECS to act in my behalf in the processing of this request and to furnish
supplemental information in support of this request, including stream/wetland matters in
coordination with the USACE and the NCDWR field verification and permit application--- 1,7
Property Owner Signature:
Date:
SCS Capnc-t Serums �. PLL.s ECS Recd L_., • ECS hljd-Aiarntic. LLC . r,Vw .. i.. __ ': r'E- ; :ti .f a' LJ- • EC'S Tt as. LLP

h�°Y7r�ll Mlle 01M i Milton Farms 0t JiliE u�rr7etir I�
E4
C
Client:
PEAKE ROAD FARM, LLC
x
Project:
PEAKE FARM ROAD SITE
ADDITIONAL AREA
PEAKE ROAD & TRIPLE
CREEK FARM ROAD,
OXFORD
GRANVILLE COUNTY,
F004 NORTH CAROLINA
Title:
SITE LOCATION MAP
GOOGLE STREET
MAP
Peake Rd
puke Rd �
CV
GRANVILLE COUNTY,
NORTH CAROLINA
9 Drawn By: Scale:
CBD 1" ='1,000'
Approved By: Date:
N W B F 3/7/2018
ECS Project No:
E n49:W-4 14358-D
FIGURE 1

Legend
i
Original Project Site Boundary_
Additional Project Site Boundary +
J1/ ! - Client:
de" f PEAKE ROAD FARM LLC
Project:
9` PEAKE FARM ROAD SITE
ADDITIONAL AREA
PEAKE ROAD & TRIPLE
CREEK FARM ROAD,
OXFORD
GRANVILLE COUNTY,
NORTH CAROLINA
UtSGS TOPOGRAPHIC
MAP
4.1BEREA
- i 0 CONTOUR: 10 FEET
+_ X DATED: 1990
NC QUADRANGLE
i
t
i
�' '► - _: 'L GRANVILLE COUNTY,
NORTH CAROLINA
Drawn By: Scale:
CBD 1" = 2,000`
Approved By: Date:
qL N $ W B F 3/7/2018
ECS Project No:
49: 4358-D
''' -* FIGURE 2

Legend •- En8
OOriginal Project Site Boundary
OAdditional Project Site Boundary
i
611
a
�
- V`or
=r.—
r
ECIQ
Client:
0 PEAKE ROAD FARM, LLC
oAe
r
Project:
PEAKE FARM ROAD SITE
' ADDITIONAL AREA
,�` �,, �•���ti, PEAKE ROAD & TRIPLE
CREEK FARM ROAD,
fids OXFORD
�+ GRANVILLE COUNTY,
• t' fti NORTH CAROLINA
t
Title:
USDA-NRCS SOIL
+y r�R SURVEY OF
GRANVILLE COUNTY
EnE{ _ • - NC
DATED: 1997
fn6 SHEET:9
�6 F
F-nR
Neu
L. sem.
VJIR
GRANVILLE COUNTY,
Soil Map Unit NORTH CAROLINA
k � Drawn By: Scale:
Via � CaB — Cecil sandy loam CBD 1" = 1,000`
Cha — Chewacla and Wehadkee soils
��� � � Approved By: Date:
` EnB & EnC — Enon loam WBF 3/7/2018
ul HeB — Helena sandy loam ECS Project No:
VaB — Vance sandy loam 49: 4358-D
AB FIGURE 3

Legend
OOriginal Project Site Boundary
OAdditional Project Site Boundary
r
IN,
i
Flood Hazard Areas
Zone VE
Zones A. A99, V
Zones AE, AH, AD, Ar: 1% Annual Chance Flood Hazard Contained In Structure, 1%Annual Chance Flood Hazard Conditions
E&
or, Zone Ar: Floodway,l%Annual Chance Flood Hazard Conditions: Floodway,l%Future Conditions Contained In Channel:
Floodway
Zone AE: Community Encroachment Area, 1% Annual Chance Flood Hazard Conditions: Community Encroachment Area
®M
2%Annual Chance Flood Hazard Contained In Channel, 2% Annual Chance Flood Hazard
Zone X:1% Future Conditions, 1% Future Conditions Contained In Channel, X1% Future Conditions Contained in Structure
Client:
1% Future Conditions Contained In Channel: Community Encroachment Area
Zone X: Protected By Levee
PEAKE ROAD FARM, LLC
Zone
Open Water
Zone X
4
Project:
�t
!
PEAKE FARM ROAD SITE
ADDITIONAL AREA
l =
r•
PEAKE ROAD & TRIPLE
CREEK FARM ROAD,
OXFORD
GRANVILLE COUNTY,
�Yd
NORTH CAROLINA
r
Title:
FEMA FIRM
f:
MAP NUMBERS:
0991, 0992, 1901,
1902
- -'
DATED: Current
1141 M
1'
r
! All
'.
' x+ #
�5(f
0'
t
L �yt•'�1,. e,
3 GRANVILLE COUNTY,
I
NORTH CAROLINA
Drawn By: Scale:
CBD 1 ° = 1,600`
Approved By: Date:
W B F 3/7/2018
ECS Project No:
49:4358-D
FIGURE 5

ECS PERFORMED A WATERS OF THE U.S. DELINEATION AND
Legend (Approximate Location) GPS LOCATION OF FLAGGING ON 03-07-2018. THE
LOCATIONS SHOWN ON THIS MAP HAVE NOT BEEN
Ent
VERIFIED BY THE USACE OR THE NCDWR. THIS MAP IS FOR Ce
O Original Project Site Boundary PRELIMINARY PLANNING PURPOSES. THIS IS NOT A ®n
SURVEY. THE SITE IS LOCATED WITHIN THE TAR-PAMILICO
Additional Project Site Boundary RIVER BASIN WHICH IS SUBJECT TO MANDATORY 50' Client:
a Stream ti BUFFERS BASED ON THE MOST RECENT USGS
TOPOGRAPHIC MAP AND OR SOIL SURVEY. PEAKE ROAD FARM, LLC
Wetland Area
Buffer - -
Project:
PEAKE FARM ROAD SITE
ADDITIONAL AREA
PEAKE ROAD & TRIPLE
S CREEK FARM ROAD,
OXFORD
GRANVILLE COUNTY,
NORTH CAROLINA
Title:
GPS FLAGGING
LOCATION MAP
-750 Foot State Riparian Buffer
NCAC 02B .0259
Tar -Pamlico River Basin Buffer Rule GRANVILLE COUNTY,
NORTH CAROLINA
a Drawn By: Scale:
CBD 1" - 300'
Approved By: Date:
IF_ . ` WBF 3/16/2018
ECS Project No:
- - 49: 4358-D
FIGURE 6

SAW -2017-01760
U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW -2017-01760 County: Granville U.S.G.S. Quad: NC- Berea
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Property Owner: Vicki B. and James G Brafford, III
Address: 3941 Fort Trail
Roswell. GA 30075
Telephone Number: 770-993-6812
E-mail: grady.braffordnas lonza.com
Size (acres) 6 acres Nearest Town Oxford
Nearest Waterway Tar River River Basin Pamlico
USGS HUC 03020101 Coordinates Latitude: 36.273023
Longitude: -78.649138
Location description: Note that this is for the expansion of a preliminary iurisdictional determination that was issued for a
larger and adiacent proiect area by the USACE on 8/22/2017 under the same Action ID. The overall proiect area has been
increased by six acres through a linear corridor that extends from the original proiect area west to Old NC 75. The additional
proiect area for this iurisdictional determination is a linear corridor which is displaved as a bold purple polvgon labeled
"Additional Proiect Site Boundarv" on the attached man entitled "Figure 6: GPS Flagging Location Man." The additional
roiect area is located in Granville County, North Carolina.
Indicate Which of the Following Apply:
A. Preliminary Determination
® There appear to be waters on the above described project area/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). The waters have been
delineated, and the delineation has been verified by the Corps to be sufficiently accurate and reliable. The approximate boundaries
of these waters are shown on the enclosed delineation map dated 3/16/2018. 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 appear to be waters on the above described project area/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
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 at the project area, which is not sufficiently accurate and reliable to support an enforceable
permit decision. We recommend that you have the waters on your project area/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 project area/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 on the above described project area/property 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.

SAW -2017-01760
❑ We recommend you have the waters on your project area/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 on your project area/property have been delineated and the delineation has been verified by the Corps. The
approximate boundaries of these waters are shown on the enclosed delineation map dated DATE. We strongly suggest you have
this delineation surveyed. Upon completion, this survey should be reviewed and verified by the Corps. Once verified, this survey
will provide an accurate depiction of all areas subject to CWA 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 have been delineated and surveyed and are accurately depicted on the plat signed by the Corps Regulatory Official
identified below on DATE. 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/property 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 Ross Sullivan at 919-554-4884 ext. 25 or
roscoe.l.sullivanna,usace.armv.mil.
G Basis for Determination: See the nreliminary iurisdictional determination form dated 10/04/2018.
D. Remarks: None.
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 fmd 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 10M 15
Atlanta, Georgia 30303-8801

SAW -2017-01760
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 Not applicable.
**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:
SULLIVAN.ROSCOE SDULLIVAsigned by
NRO COE.LEE.111.1259877926
DN: c=US, o=U.S. Government, ou=DoD, ou=PKI,
.LEE.111.1 259877926Date:2018.10.04113:56:220-04'OOLEE.111.1259877926
Date of JD: 10/04/2018 Expiration Date of JD: Not applicable
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 the Customer Satisfaction Survey located at
http://corpsmapu.usace.army.mil/cm apex/f?p=136:4:0
Copy furnished:
Agent: ECS Southeast, LLP
Kevin Ferguson
Address: 9001 Glenwood Avenue
Raleigh, NC 27617
Telephone Number: 919-861-9910
E-mail: kfemusonAecslimited.com

PRELIMINARY JURISDICTIONAL DETERMINATION (PJD) FORM
BACKGROUND INFORMATION
A. REPORT COMPLETION DATE FOR PJD: 10/04/2018
B. NAME AND ADDRESS OF PERSON REQUESTING PJD: Vicki B. and James G Brafford, III, 3941 Fort
Trail,Roswell, GA 30075
C. DISTRICT OFFICE, FILE NAME, AND NUMBER: Wilmington District, Peake Farm Additional Area, SAW -
2017 -01760
D. PROJECT LOCATION(S) AND BACKGROUND INFORMATION: Note that this is for the expansion of a
preliminary jurisdictional determination that was issued for a larger and adjacent project area by the USACE on
8/22/2017 under the same Action ID. The overall project area has been increased by six acres through a linear corridor
that extends from the original project area west to Old NC 75. The additional project area for this jurisdictional
determination is a linear corridor which is displayed as a bold purple polygon labeled "Additional Project Site
Boundary" on the attached map entitled "Figure 6: GPS Flagging Location Map." The additional project area is located
in Granville County, North Carolina.
(USE THE TABLE BELOW TO DOCUMENT MULTIPLE AQUATIC RESOURCES AND/OR
AQUATIC RESOURCES AT DIFFERENT SITES)
State: NC County: Granville City: Oxford
Center coordinates of site (lat/long in degree decimal format): Latitude: 36.273023 Longitude: -78.649138
Universal Transverse Mercator: 17
Name of nearest waterbody: Tar River
E. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLY):
® Office (Desk) Determination. Date: 5/4/2018
[-]Field Determination. Date(s):
TABLE OF AQUATIC RESOURCES INREVIEW AREA WHICH "MAY BE" SUBJECT TO REGULATORY
JURISDICTION.
Estimated amount of
Type of aquatic
Geographic authority to
Latitude (decimal
Longitude (decimal
aquatic resources in
resources (i.e.,
which the aquatic resource
Site Number
review area (acreage
"may be" subject (i.e.,
degrees)
degrees)
wetland vs. non -
and linear feet, if
wetland waters)
Section 404 or Section
applicable
10/404)
S1A
36.272990
-78.650025
150 linear feet
Non -wetland
Section 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:

UPPORTING 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 requester:
Map:Figures 1-6
❑ Data sheets prepared/submitted by or on behalf of the PJD requester.
■❑ 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: 1:24000, Berea
❑ Natural Resources Conservation Service Soil Survey. Citation: Granville, Sheet 9 1997
■❑ National wetlands inventory map(s). Cite name: Online Mapper
❑ State/local wetland inventory map(s):
■❑ FEMA/FIRM maps: 0991, 0992, 1901, 1902
❑ 100 -year Floodplain Elevation is: .(National Geodetic Vertical Datum of 1929)
■❑ Photographs: ❑ Aerial (Name & Date):
or ❑■ Other (Name & Date): Photolog
❑ 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
Dons
flysignedby
SULLIVAN.ROS SDULLaVANROCOE.LEE.111.1259877926
DN: c=US, o=U.S. Government,
COE.LEE.III.1259 ou=DoD, ou=PKI, ou=USA,
c—SULLIVAN.80SCOE.LEE.111.1259877
926
877926 Date: 2018.10.0413:56:50-04'00'
Signature and date of
Regulatory staff member
completing PJD
a.ae �o� r.ra�re
Kevin Ferguson ° s�-2018-19 zUs°°�$Pf41ce
Signature and date of
person requesting PJD
(REQUIRED, unless obtaining
the signature is impracticable)'
' Districts may establish timeframes for requestor to return signed PJD forms. If the requestor do s not r spond
within the established time frame, the district may presume concurrence and no additional follow up is
n c ssary prior to finalizing an action.

SAW -2017-01760
NOTIFICATION OF ADMINISTRATIVE APPEAL OPTIONS AND PROCESS AND
REQUEST FOR APPEAL
Applicant: Vicki B. and James G Brafford III File Number: SAW -2017-01760 Date: 10/04/2018
Attached is: See Section below
❑ INITIAL PROFFERED PERMIT Standard Permit or Letter ofpermission) A
❑ PROFFERED PERMIT Standard Permit or Letter ofpermission) B
❑ PERMIT DENIAL C
❑ APPROVED JURISDICTIONAL DETERMINATION D
® PRELIM'NARY JUF NDICTIONAL DF UNATION E
SECTION I - The following identifies your rights and options regarding an administrative appeal of the above decision.
Additional information may be found at or http://www.usace.army.mil/Missions/Civilworks/RegulatoryProgramandPermits.aspx
or the Corps regulations at 33 CFR Part 331.
A: INITIAL PROFFERED PERMIT: You may accept or object to the permit.
• 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.
• 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
• 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.
• 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.
• 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.
• 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.

SAW -2017-01760
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
If you only have questions regarding the appeal process you may
appeal process you may contact:
also contact:
District Engineer, Wilmington Regulatory Division
Mr. Jason Steele, Administrative Appeal Review Officer
Attn: Ross Sullivan
CESAD-PDO
Raleigh Regulatory Office
U.S. Army Corps of Engineers, South Atlantic Division
U.S Army Corps of Engineers
60 Forsyth Street, Room 10M 15
3331 Heritage Trade Drive, Suite 105
Atlanta, Georgia 30303-8801
Wake Forest, North Carolina 27587
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.
Date:
Telephone number:
Signature of appellant or agent.
For appeals on Initial Proffered Permits send this form to:
District Engineer, Wilmington Regulatory Division, Attn: Ross Sullivan, 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 1OM15, Atlanta, Georgia 30303-8801
Phone: [phone]

Legend (Approximate Location)
OOriginal Project Site Boundary
® Additional Project Site Boundary
Stream
Wetland Area
0 Buffer
S1A- (1-9)
ECS PERFORMED A WATERS OF THE U.S. DELINEATION AND
GPS LOCATION OF FLAGGING ON 03-07-2018. THE
LOCATIONS SHOWN ON THIS MAP HAVE NOT BEEN
VERIFIED BY THE USACE OR THE NCDWR. THIS MAP IS FOR
PRELIMINARY PLANNING PURPOSES. THIS IS NOT A
SURVEY. THE SITE IS LOCATED WITHIN THE TAR-PAMILICO
RIVER BASIN WHICH IS SUBJECT TO MANDATORY 50'
BUFFERS BASED ON THE MOST RECENT USGS
TOPOGRAPHIC MAP AND OR SOIL SURVEY.
• 50 Foot State Riparian Buffer
***15A NCAC 02B.0259 '7d
Tar -Pamlico River Basin Buffer Rule
N
Client:
STRATA
Project:
PEAKE FARM ROAD SITE
ADDITIONAL AREA
PEAKE ROAD & TRIPLE
CREEK FARM ROAD,
OXFORD
GRANVILLE COUNTY,
NORTH CAROLINA
Title:
GPS FLAGGING
LOCATION MAP
GRANVILLE COUNTY,
NORTH CAROLINA
Drawn By: Scale:
CBD 1 V-300'
Approved By: Date:
WBF 3/16/2018
ECS Project No:
49: 4358-D
FIGURE 6

Kevin Charles Ferguson
From: Neal, Andy <[e-mail]>
Sent: Wednesday, March 21, 2018 11:16 AM
To: Kevin Charles Ferguson; Cory B. Darnell, PWS
Subject: RE: [External] Peake Farm Additional Area - JD Request
Attachments: 2B.pdf
Cory and Kevin,
For the Peake Farm Additional Area Buffer Determination Request, there is no stream feature shown on the USGS
Topographic map and one stream feature depicted on the NRCS Soils map. No site visit was conducted for this feature.
However, because this feature is depicted on the NRCS Soils map, it is considered "Subject" to the Tar -Pamlico Buffer
Rules at this time. 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 Army Corps of Engineers. 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.
Additionally, I have attached the NCAC 2B Surface Water and Wetland Standards. The 'Table of Uses' begins on page 56
for Neuse River Buffer Rules and on page 127 for Tar -Pamlico Buffer Rules.
Please let me know if you have any questions.
Thanks
-Andy
Andy Neal
Environmental Specialist
Division of Water Resources
Water Quality Regional Operations
Department of Environmental Quality
919.791.4258 office
919.788.7159 fax
3800 Barrett Drive
Raleigh, NC 27609
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
From: Kevin Charles Ferguson [mailto:[e-mail]]
Sent: Tuesday, March 20, 2018 7:03 AM
To: Williams, Andrew E CIV USARMY CESAW (US) <[e-mail]>; Neal, Andy
<[e-mail]>
Subject: [External] Peake Farm Additional Area - JD Request
rnal email. Do not
or open attachments unless verified. Send all suspicious email as an attachment to

Good Morning,
I would like to submit the Peake Farm Additional Area JD request. The site is located in Oxford, Granville
County, NC. The property is for access to the adjacent parcel which has previously been evaluated under TPRRO #17-169
and SAW -2017-01760. Attached is the request for the additional area. Please let me know if you would like to visit the
site and/or if you need anything further.
Thank You,
Kevin
KEVIN CHARLES FERGUSON I Environmental Technician
T 919.861.9910 1 D 919.861.9814 C 919.801.5787
9001 Glenwood Avenue I Raleigh NC 127617
ECS SOUTHEAST, LLP
www.ecslimited.com
CELEBRATING 30 YEARS - 3 Decades of Connecting People and Projects
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Confidential/proprietary message/attachments. Delete message/attachments if not intended recipient.

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ECS SOUTHEAST LLP
Prope"Site:
Address of Site:
Agent Authorization
153565
2
Parcel Identification Number (PIN)-
Owner Information-
Name:itc-tG q FF,,wJ
Address: 114-1 —E 1 2qi L' ,^
Telephone Number: C�� �o'j '� - 2 ZL� G �- • �`� d - [vUa - lo'� .
Fax Number:
E-mail Address:
Property Owner Certification:
I, the undersigned, a duly authorized owner of record of the property/properties identified herein,
do authorize representatives of the Wilmington District, U.S. Army Corps of Engineers (USACE)
and! or the North Carolina Division of Water Resources (NCDWR) to enter upon the property
herein described for the purpose of conducting on-site investigations and issuing a
determination associated with Waters of the U.S. subject to Federal/State jurisdiction under
Section 404 and 401 of the Clean Water Act and/or Section 10 of the Rivers and Harbors Act of
1899.1 also authorize ECS to act in my behalf in the processing of this request and to furnish
supplemental information in support of this request, including stream/wetland matters in
coordination with the USACE and the NCDWR field verifrca on a d permit application: (�
Property Owner Signature: 13
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Date: MCUIrArl t i ac { S ._.�