20220940 Ver 1_ePCN Application_20220712

Pre -Construction Notification (PCN) Form
For Nationwide Permits and Regional General Permits
(along with corresponding Water Quality Certifications)
April 13, 2022 Ver 4.3
Initial Review
Has this project met the requirements for acceptance in to the review process?*
OO Yes
O No
Is this project a public transportation project?*
OYes 0No
Change only if needed.
Pre -Filing Meeting Date Request was submitted on:
5/3/2022
BIMS # Assigned *
20220940
Is a payment required for this project?*
0 No payment required
O Fee received
O Fee needed - send electronic notification
Reviewing Office*
Raleigh Regional Office - [phone]
Information for Initial Review
Version#*
What amout is owed?*
® $240.00
0 $570.00
Select Project Reviewer*
Colleen Cohn:eads\cmcohn
la. Name of project:
The Laurel
la. Who is the Primary Contact?*
Jeff Harbour
lb. Primary Contact Email:*
lc. Primary Contact Phone:*
[e-mail] [phone]
Date Submitted
7/12/2022
Nearest Body of Water
Little Poplar Creek
Basin
Neuse
Water Classification
WS-IV; NSW
Site Coordinates
Latitude:
35.61563
A. Processing Information
Longitude:
-78.39307
County (or Counties) where the project is located:
Johnston
Is this a NCDMS Project
0Yes ONo
Is this project a public transportation project?*
0Yes ONo

la. Type(s) of approval sought from the Corps:
21 Section 404 Permit (wetlands, streams and waters, Clean Water Act)
❑ Section 10 Permit (navigable waters, tidal waters, Rivers and Harbors Act)
Has this PCN previously been submitted?*
0 Yes
O No
1b. What type(s) of permit(s) do you wish to seek authorization?
O Nationwide Permit (NWP)
0 Regional General Permit (RGP)
0 Standard (IP)
lc. Has the NWP or GP number been verified by the Corps?
0Yes ®No
Nationwide Permit (NWP) Number:
NWP Numbers (for multiple NWPS):
1d. Type(s) of approval sought from the DWR:
O 401 Water Quality Certification - Regular
O Non-404 Jurisdictional General Permit
2 Individual 401 Water Quality Certification
14 - Linear transportation
le. Is this notification solely for the record because written approval is not required?
For the record only for DWR 401 Certification:
For the record only for Corps Permit:
If. Is this an after -the -fact permit application?*
O Yes O No
0 401 Water Quality Certification - Express
2 Riparian Buffer Authorization
lg. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
O Yes O No
1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
O Yes O No
lh. Is the project located in any of NC's twenty coastal counties?
O Yes O No
1j. Is the project located in a designated trout watershed?
OYes 0No
B. Applicant Information
0Yes ONo
OYes 0No
Id. Who is applying for the permit?
0 Owner OO Applicant (other than owner)
le. Is there an Agent/Consultant for this project?*
OYes 0No
2. Owner Information
2a. Name(s) on recorded deed:
Powhatan Farm LLC
2b. Deed book and page no.:
2c. Contact Person:
2d. Address
Street Address
16 Oakmont Ct
Address Line 2
City
Clayton
Postal / Zip Code
27527
State / Province / Region
NC
Country
US

2e. Telephone Number:
[phone]
2f. Fax Number:
2g. Email Address:*
[e-mail]
3. Applicant Information (if different from owner)
3a. Name:
CINDY SZWARCKOP
3b. Business Name:
Dan Ryan Builders — North Carolina, LCC
3c. Address
Street Address
3000 RDU Center Drive
Address Line 2
Suite 202
City
Morrisville
Postal / Zip Code
27560
3d. Telephone Number:
[phone]
3f. Email Address: *
[e-mail]
4. Agent/Consultant (if applicable)
4a. Name:
Jeff Harbour
4b. Business Name:
Terracon
4c. Address
Street Address
2401 Brentwood Rd
Address Line 2
Suite 107
City
Raleigh
Postal / Zip Code
27604
4d. Telephone Number:
[phone]
4f. Email Address: *
[e-mail]
C. Project Information and Prior Project History
State / Province / Region
NC
Country
US
3e. Fax Number:
State / Province / Region
NC
Country
US
4e. Fax Number:
1. Project Information
'lb. Subdivision name:
(if appropriate)
lc. Nearest municipality / town:
Clayton
2. Project Identification
2a. Property Identification Number:
168700-08-4561
2c. Project Address
Street Address
Address Line 2
2b. Property size:
59
City
Postal / Zip Code
State / Province / Region
Country

3. Surface Waters
3a. Name of the nearest body of water to proposed project: *
Little Poplar Creek
3b. Water Resources Classification of nearest receiving water: *
WS-IV; NSW
3c. What river basin(s) is your project located in?*
Neuse
3d. Please provide the 12-digit HOC in which the project is located.
030202011105
4. Project Description and History
4a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this application: *
Undeveloped agriculture land and forest. Land us is primarily agricultural with residential and light industry
4b. Have Corps permits or DWR certifications been obtained for this project (including all prior phases) in the past?*
O Yes ® No O Unknown
4f. List the total estimated acreage of all existing wetlands on the property:
5.8
4g. List the total estimated linear feet of all existing streams on the property:
950
4h. Explain the purpose of the proposed project: *
Purpose of the project is to provide up to 46 single family residential lots in Johnston County, NC The access the rear of the property, a single road crossing is proposed that would incur
wetland and stream impacts. The wetland and stream system crossing the entire site and there is no way to avoid the necessary crossing to reach usable land.
4i. Describe the overall project in detail, including indirect impacts and the type of equipment to be used: *
The necessary road crossing will incur 16,946 square feet of impact to the wetland and 519 square feet of impart to the stream. No indirect impacts are anticipated as this is a single and
complete project. Typical equipment will be used such as graders, excavators, dump trucks, bulldozers, etc.
5. Jurisdictional Determinations
5a. Have the wetlands or streams been delineated on the property or proposed impact areas? *
Ci? Yes
Comments:
O No 0 Unknown
5b. If the Corps made a jurisdictional determination, what type of determination was made? *
® Preliminary 0 Approved 0 Not Verified 0 Unknown 0 N/A
Corps AID Number:
SAW-2021-02032
5c. If 5a is yes, who delineated the jurisdictional areas?
Name (if known):
Agency/Consultant Company:
Other:
Rhiannon Graham
Terracon
5d. List the dates of the Corp jurisdiction determination or State determination if a determination was made by the Corps or DWR
2/2/2022
6. Future Project Plans
6a. Is this a phased project?*
Yes ® No
Are any other NWP(s), regional general permit(s), or individual permits(s) used, or intended to be used, to authorize any part of the proposed project or related activity?
No
D. Proposed Impacts Inventory
1. Impacts Summary
la. Where are the impacts associated with your project? (check all that apply):
O Wetlands
O Open Waters
O Streams -tributaries Buffers
O Pond Construction
2. Wetland Impacts

2a. Site #* (?)
2a1 Reason (?)
2b. Impact type* (?)
2c. Type of W.*
2d. W. name
2e. Forested*
2f. Type of Jurisdicition*
(?)
2g. Impact
area*
Impact 1
fill for road crossing
P
Bottomland Hardwood Forest
W2
Yes
Both
0.389
(acres)
2g. Total Temporary Wetland Impact
0.000
2g. Total Wetland Impact
0.389
2i. Comments:
Compensatory mitigation will be provided for this 0.389-acre impact
3. Stream Impacts
2g. Total Permanent Wetland Impact
0.389
3a. Reason for impact (?)
3b.lmpact type*
3c. Type of impact*
3d. S. name*
3e. Stream Type*
(?)
3f. Type of
Jurisdiction*
3g. S. width
3h. Impact
length*
S1
Road Crossing 1
Permanent
Culvert
Little Poplar Creek
Perennial
Both
5
Average (feet)
106
(linear feet)
3i. Total jurisdictional ditch impact in square feet:
0
3i. Total permanent stream impacts:
106
3i. Total stream and ditch impacts:
106
3j. Comments:
The stream impact totals 519 square feet
6. Buffer Impacts (for DWR)
6a. Project is in which protect basin(s)?
Check all that apply.
OO Neuse
0 Catawba
O Goose Creek
0 Other
3i. Total temporary stream impacts:
0
0 Tar -Pamlico
0 Randleman
0 Jordan Lake
6b. Impact Type
6c. Per or Temp
6d. Stream name
6e. Buffer mitigation required?
6f. Zone 1 impact
6g. Zone 2 impact
Allowable upon Authorization
P
Little Poplar Creek
No
6,008
3,518
6h. Total buffer impacts:
Total Temporary impacts:
Total Permanent impacts:
Total combined buffer impacts:
6i. Comments:
Zone 1
0.00
Zone 1
6,008.00
Zone 1
6,008.00
E. Impact Justification and Mitigation
Zone 2
0.00
Zone 2
3,518.00
Zone 2
3,518.00
1. Avoidance and Minimization
la. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project:
A single road crossing is needed to access the entire property. This crossing has been located to cross at a perpendicular angle to the wetlands/stream
and at the narrowest location to minimize impacts

lb. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:
The road crossing will be constructed to meet the minimum requirements to minimize impacts. All necessary BMPs will be used to prevent sedimentation
and erosion. The culvert will be placed to allow for continued aquatic life passage. Wetlands to remain undisturbed will be physically marked in the field
to deter encroachment
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for impacts to Waters of the U.S. or Waters of the State?
• Yes O No
2c. If yes, mitigation is required by (check all that apply):
O DWR U Corps
2d. If yes, which mitigation option(s) will be used for this project?
O Mitigation bank O Payment to in -lieu fee program O Permittee Responsible Mitigation
4. Complete if Making a Payment to In -lieu Fee Program
4a. Approval letter from in -lieu fee program is attached.
Yes No
4b. Stream mitigation requested: 4c. If using stream mitigation, what is the stream temperature:
(linear feet)
4d. Buffer mitigation requested (DWR only):
(square feet)
4e. Riparian wetland mitigation requested:
(acres)
.389
4f. Non -riparian wetland mitigation requested: 4g. Coastal (tidal) wetland mitigation requested:
(acres) (acres)
4h. Comments
SOA to be sent under separate cover. Mitigation banks were checked and credits are no currently available
F. Stormwater Management and Diffuse Flow Plan (required by DWR)
1. Diffuse Flow Plan
la. Does the project include or is it adjacent to protected riparian buffers identified within one of the NC Riparian Buffer Protection Rules?
O Yes O No
What type of SCM are you providing?
O Level Spreader
O Vegetated Conveyance (lower SHWT)
O Wetland Swale (higher SHWT)
O Other SCM that removes minimum 30% nitrogen
O Proposed project will not create concentrated stormwater flow through the buffer
2. Stormwater Management Plan
2a. Is this a NCDOT project subject to compliance with NCDOT's Individual NPDES permit NCS000250?*
OYes ®No
2b. Does this project meet the requirements for low density projects as defined in 15A NCAC 02H .1003(2)?
) Yes 0No
Local Government Stormwater Programs
0 Phase II RI NSW 0 USMP O Water Supply
Please identify which local government stormwater program you are using.
Johnston County
Comments:
Johnston County reviews and approves the Stormwater Control Plan. The Plan meets or exceeds Johnston County's requirements and does provide diffuse flow through the buffer through
the use of Preformed Scour Holes.
G. Supplementary Information
1. Environmental Documentation
la. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land?*
Yes O No
2. Violations (DWR Requirement)

2a. Is the site in violation of DWR Water Quality Certification Rules (15A NCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), or DWR Surface Water or Wetland Standards or
Riparian Buffer Rules (15A NCAC 2B .0200)?*
Yes No
3. Cumulative Impacts (DWR Requirement)
3a. Will this project result in additional development, which could impact nearby downstream water quality?*
Yes No
3b. If you answered "no," provide a short narrative description.
This is a single and complete project and will not serve as a primary driver for additional development
4. Sewage Disposal (DWR Requirement)
4a. Is sewage disposal required by DWR for this project?*
Yes No N/A
5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or habitat?*
Yes No
5b. Have you checked with the USFWS concerning Endangered Species Act impacts?*
Yes No
5d. Is another Federal agency involved?*
Yes
5e. Is this a DOT project located within Division's 1-8?
Yes No
No Unknown
5f. Will you cut any trees in order to conduct the work in waters of the U.S.?
Yes No
5g. Does this project involve bridge maintenance or removal?
Yes No
5h. Does this project involve the construction/installation of a wind turbine(s)?*
Yes No
5i. Does this project involve (1) blasting, and/or (2) other percussive activities that will be conducted by machines, such as jackhammers, mechanized pile drivers, etc.?
Yes No
5j. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat?
Terracon biologists performed a habitat assessment to identify potential habitat for the federal species listed for Johnston County. The stream that is
crossed is a small 1st order stream that flows through a forested wetland and is braided in some areas with discontinuous channel segments throughout.
The stream is too small for the Carolina madtom and Neuse River waterdog and does not provide the necessary habitat for the two mussel species
listed. The project should have No Effect on any listed species. NCNHP data from May 2022 does not document any occurrences within at least one
mile of the site and no critical habitats are identified.
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as an Essential Fish Habitat?*
Yes No
6b. What data sources did you use to determine whether your site would impact an Essential Fish Habitat? *
NOAA
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal governments have designated as having historic or cultural preservation status?*
Yes No
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?*
SHPO GIS site. No resources appear to occur on the site or immediately adjacent to the site
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain?*
Yes No
8c. What source(s) did you use to make the floodplain determination?*
FEMA
Miscellaneous

Please use the space below to attach all required documentation or any additional information you feel is helpful for application review. Documents should be combined into one file when
possible, with a Cover Letter, Table of Contents, and a Cover Sheet for each Section preferred.
Click the upload button or dreg and drop files here to attach document
The Laurel Permit Drawings and Supporting Info.pdf 13.88MB
File must be PDF or KMZ
Comments
Signature
By checking the box and signing below, I certify that:
• The project proponent hereby certifies that all information contained herein is true, accurate, and complete to the best of my knowledge and belief; and
• The project proponent hereby requests that the certifying authority review and take action on this CWA 401 certification request within the applicable reasonable period of time.
• I have given true, accurate, and complete information on this form;
I agree that submission of this PCN form is a "transaction' subject to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act');
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");
I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written signature; AND
I intend to electronically sign and submit the PCN form.
Full Name:
Jeff Harbour
Signature
Date
7/12/2022

rin
n
DATA SOURCES
USGS Topo tile base map service of The National Map (TNM), data 0
0 2,000 4,000 refreshed May 2020, Site Boundary based on Johnston County Parcel o
Project Study Area Data.
Feet
Note: Vegetation removal or alteration of soils or hydrology after initial 73
site evaluation can affect jurisdictional status and may require re-
evaluation of wetland boundaries.
m
PM:
JH
Project No.
Topographic Vicinity (USGS)
EXHIBIT
70217428
No.
Drawn By:
Scale:
KT
1 in = 2,000
Irerracon
Powhatan Road Wetland and Waters Delineation
Johnston County,
Checked By: RT
Filename:
topo.mxd
North Carolina
Approved By:
Date:
2401 Brentwood Road, Suite 107 Raleigh, NC 27604
JH
June 2021
phone: [phone] Fax: [phone]
0
a
w

Soil Mappina Units
III ' Ly Lynchburg sandy loam, 0-2% slopes
MaB Marlboro sandy loam, 2-8% slopes
' McB Marlboro -Cecil complex, 2-8% slopes
7 NoA Norfolk loamy sand, 0-2% slopes
NRa Rains sandy loam, 0-2% slopes
FL 1 ' , Tn Toisnot loam, 0-2% slopes
• P 4&6
i
1
. ■ A
MENEENEF
L
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PP
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0
X
7 m
*=bow
v
N
U
Site Boundary
Q Soil Mapping Unit Boundary
250 500
NRCS digital Soil Survey of Johnston County, 1994; Project Study Area based on Johnston -�
1,000 County Parcel Data.
Feet
4p
0
PM:
JWH
Project No.
70217428
Irerracon
NRCS SOUS
EXHIBIT
NO.
Drawn By:
%�F
Scale:
1 in = 500 ft
Powhatan Road
Johnston County, North Carolina
2
Checked By:
JWH
Filename:
Soils_Book—d
Approved By:
JWH
July 2021
12401 Brentwood Road, Suite 107 Raleigh, NC 27604
1 lPhone: [phone] Fax: [phone]
W
2
U
0
2
Q_

h These preliminary delineation results are subject to regulatory review and concurrence.,4,44 ,::.* ...
N, 1
,,�1,t l� '~ This isr not ar replacement fora traditional survey and is suitable for preliminary planning purposes only and for use
by surveyor to aid in locating flags.
The potential tributary Ti is subject to the Neuse River Riparian Buffer.
4t..., ti4,...41,..",,,,,,,,:;;,..„,:;,
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Potential Tributary qpi.,
llill
lii -F3
Potential Wetlandl's lar�,�11�bill*&�►�M 1 •it.a y,t om
Site Boundary �`N, *r�f6/61111114111 Al� #`�
o
Johnston County Parcel Boundary �`� ���
Neuse River Basin
DATA SOURCES: a
Latest High-Resolution NC Statewide Orthoimagery,NC OneMap Server;2017;Project Study Area _o
0 350 700 ,400 based on Johnston County Parcel Data.
'Feet Note:Preliminary jurisdictional assessment and/or delineation results are representative of field
conditions at the time of the site evaluation;delineation results are preliminary until USACE
concurrence obtained.Vegetation removal or alteration of soils or hydrology can affect jurisdictional 0
status and may require re-evaluation of wetland boundaries.
0
PM: Project No. Potential Wetlands and Waters EXHIBIT
JWH 70217428 NO. a
Drawn By: Scale: To
ir
erracon U
AAF 1 inch=700 feet Powhatan Road o
Checked By:AAF Filename: Johnston County, North Carolina 3 no�a��alwa�ladsadwa�as3amx
Approved By::WH Date: 2401 Brentwood Road,Suite 107 Raleigh,NC 27604 a
July 2021 phone:[phone] Fax [phone]
z

R/W R/W
EDGE OF PAVEMENT i EDGE OF PAVEMENT
-------------- --------------
EXISTING ROAD
EDGE OF PAVEMENT EDGE OF PAVEMENT
� POWER POLE
O GUY WIRE
® WELL
® SEPTIC
ENTRANCE DETAIL
NOT TO SCALE
PP
PP
R/W
I
50' R/W
6' 6' 20' 6' 6'
DITCH SHOULDER SHOULDER DITCH
2' S9,5 B I ASPHALT
�--2.08J i 2.08%--�
WATER LINE
3' OFF EDP (TYP.) PAVED STREET SECTION
N❑T TO SCALE
N/F
WOODALL
PIN: 167804-90-6395
DB 5527 PG 328
-VOLUNTARY AGRICULTURAL DISTRICT-
R/W
I
I_ JLLV, J II\I"1 YY Of. Illlir\ YY/ I\J
=11 OR CRS LIQUID ASPHALT AT
RATE EQUAL TO 10 GAL. PER
1000 S.F. PLACE FIBERGLASS
WHERE APPLICABLE.
/ /-1 , T i /
a \ `I WLUN1•ARY AGR�CS[/L7URAL DlS7RICT UNE
10 2 1 " rs5-- � , ---- ------ ; -- -- ss-- ---- ----- _ _ r < - 01 ` 7\2- „ E3 4,9 3 .9Q '(TOTAL,) '
l I I ., I I ,-- I I 755--- I I--- i�
LINE
BEARING
DISTANCE
L1
S 64°15'52" E
79.79'
L2
N 64°08'07" W
138.98'
L3
S 62°51'16" E
87.69'
L4
S 58°12'46" E
99.52'
L5
S 49°23'01 " E
106.46'
1. Topographical and Boundary data obtained from Johnston County GIS.
2. The contractor shall notify and cooperate with all utility companies or firms having facilities
on or adjacent to the site before disturbing, altering, removing, relocating, adjusting or
connecting to said facilities.
3. All excavation is unclassified and shall include all materials encountered.
4. All structural fill material shall be free of all sticks, rocks, and clumps of mud.
5. Unusable excavated materials and all waste resulting from clearing and grubbing shall be
disposed of off -site by the contractor in an approved solid waste landfill.
6. Location of underground utilities are approximate and must be field verified. Contact the
NC One Call Center at least 48 hours prior to digging @ 1.800.632.4949. Lambert
Surveying has only located the utilities that are above ground at the time
of field survey. Underground lines shown hereon are approximate or as reported by
various responsible parties. The surveyor does not guarantee that any underground
structures such as utilities, tanks and pipes are located hereon.
7. All pipe lengths are horizontal distances and are approximate.
8. All work shall comply with all applicable codes, regulations, and/or local standards imposed
by local utility.
9. All construction and materials shall meet NCDOT Standards, latest edition. All work within
NCDOT right-of-way shall meet the specifications and standards of NCDOT.
10. All concrete pipe is to be ASTM C-76, Class III with ram-nek.
11. This property is not located in a Flood Hazard Zone per FEMA Map.
12. All lot dimensions shown are approximate. Consult the boundary survey for actual site
boundary information.
13. The contractor shall be responsible for all work zone traffic control in or adjacent to NCDOT
right-of-way. All signs, pavement markings and other traffic control devices shall conform
to the Manual on Uniform Traffic Control Devices (MUTCD), 2003 edition as amended.
14. Prior to placing CABC stone base, the contractor should notify the Engineer to
inspect and proof roll the subgrade. Any stone placed without prior approval will be the sole
responsibility of the contractor.
15. DESIGN/FIELD CONDITIONS quite easily may vary from that represented in the initial
soils report and/or topographical report. Isolated areas may show up weak and adverse
soils or groundwater conditions may be discovered that were not revealed during the initial
soils investigation. Therefore, the Contractor is to be aware that Stocks Engineering, P.A.
will not and cannot be held responsible for any failures to street pavement design as a result
of soil conditions.
16. All utility services, (power, telephone, cable, etc.) are proposed to be underground. Do not
seed or mulch disturbed areas until all underground utilities have been installed. Utility
Contractors to bring Main Services to R/W as shown in plans.
17. Regulatory signs, stops signs and street name signs shall be manufactured from high
intensity reflective materials and shall be supplied by the contractor.
18. All excess topsoil and unclassified excavation is to be hauled off -site, unless otherwise
directed by the owner.
19. All site construction must be inspected by The Project Engineer at the following stages:
A. Completion of grading subgrade prior to placing Stone Base.
B. Completion of Stone placement prior to paving.
C. Final inspection when all work is complete.
EXISTING IRON PIPE
NC GRID COORDINATES
NAD 83(2011)
N: 679925.08'
E: 2180160.99'
20. The surveyor did not visibly see any cemeteries in any open areas unless otherwise noted.
21. This property does not depict encumbrances that are found during a thorough title search.
22. Contractor to furnish all paint striping as shown.
23. All dimensions are to edge of pavement (EOP) unless indicated otherwise.
24. Contractor shall saw -cut to provide smooth transitions where existing asphalt and/or curb
and gutter is to be removed, or where proposed asphalt meets existing asphalt.
25. Information concerning underground utilities was obtained from available records and field
conditions when possible, but the contractor must determine the exact location and
elevation of all existing utilities by digging test pits by hand at all utility crossings well in
advance of trenching. If the clearances are less than specified on the plans or 12 inches,
which ever is less, contact the project engineer and the Owner prior to proceeding with
construction.
26. The contractor is responsible for the design and implementation of all required/necessary
sheeting, shoring, and special excavation measures required on the project to meet OSHA,
Federal, State and Local regulations pursuant to the installation of the work indicated on
the drawings. The Owner and Stocks Engineering, P.A. accept no responsibility for the design
to install said items.
27. The contractor shall include in the contract price daily record keeping of the as -built
condition of all of the underground utilities, construction stakeout associated with the
project. Preparation of the necessary/required as -built plans to be submitted to the
Engineer and all other information required in connection with release of bonds.
28. The Land Disturbance Permit must be kept on the work site and shown upon request.
29. The contractor shall include in the contract price any de -watering necessary to construct
the project as shown on the plans.
30. The contractor shall include in the price, any and all costs associated with providing a
professional engineer on site if required, during the construction of the storm water
management facilities, underground utilities, etc. as required for as -built certification.
31. All grass, topsoil and 'building debris material' dumped onsite shall be removed in the
base bid prior to placement of structural fill material.
32. All generated waste shall be disposed of on -site as directed by the owner.
33. Do not apply permanent seed and mulch until underground electric has been installed.
34. All right-of-ways are to be public.
35. Evaluation of 404 Jurisdictional Wetlands. No filling of grading is to be performed in
areas designated as 404 jurisdictional wetland until an approved permit has been
obtained from the USCOE and NCDEM DWQ.
36. The site is to be served by septic sewer and public water.
37. Soils on the property have been evaluated by Dan Bliley. Actual soil survey
data is provided not county soil mapping data. Soil Report has been submitted.
38. Contractor is responsible for coordinating installation of underground utilities and shall
regrade and reseed any areas disturbed during installation.
39. Fire Hydrant locations are shown representative. All Fire Hydrants shall be located
1' inside the right-of-way and shall not be located in a ditch or Swale.
40. Blow -offs in shoulder shall have a concrete collar.
41. A turn lane on Powhatan Road wiil be required per NCDOT.
\ I I / I I 1 I I /�\ / I I L i j I L \ \ / I / I J \ y--TGf-- l --f.F
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JOHN ALEXANDER WILSON JR. PIN: 16966 PC8500 ROC TE ( /// ) �� 0.93 Ac. (`�,
REVOCABLE TRUST N/F DB 2970 PG 500 N/F
JOHN ALEXANDER WILSON JR. \ PIN: 168700-09-8143 ELLIOTT \ i / i i (11/ ,i,' ' y �` \\ ` �0� \
PIN: 168700-OS-8190 DB 5611 PG -81 0 , \
DB 4450 PG 929 REVOCABLE TRUST N/F \ PIN: 168700-09-8297 / - 76
PIN: 168700PC 92914 PETERSON DB 4526 PG 435 / \�Q� , ' ' J�
DB 4450 PG 929 / .�J / `� ; / /i / , / / i i ' ' i45
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BAD SOILS
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CL A YTON, N. C. 2 752 7
CON Tel C T- Del VID HOLDER
VAR.
PAVEMENT
WIDTH
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FIGURE 6
DRIVEWAY TURNOUT GRADES
6'-0' 8'-0'
SHOULDER
WIDTH
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-1' / FT.
B. SHOULDER SECTION
+1' / FT.
-2 1/4' / F�
5'-0'
5'-0'
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-3' / FT.
LINE TABLE
LINE
LENGTH
BEARING
L1
70.62
N3446'48'E
L2
96.27
N013722'E
L3
677.29
N013722'E
L4
181.56
N013722'E
L5
955.00
N013722'E
L6
25.00
N882238"W
L7
285.00
S882238"E
L8
310.00
S882238"E
CURVE TABLE
CURVE
LENGTH
RADIUS
DELTA
TANGENT
CHORD DIRECTION
CHORD LENGTH
C1
259.84
825.00
18 02'44"
131.00
N43'48'10'E
258.76
C2
737.27
825.00
5172'10"
395.30
S277327"W
712.98
C3
203.95
525.00
22'1529"
103.28
N1245'07'E
202.67
C4
371.85
525.00
4034 53"
194.11
S033525"W
364.12
C5
167.90
1525.00
18'1924"
84.67
N0732'20"W
167.18
SITE /NFORMA T/ON
SITE ADDRESS: ............................. 2641 POWHATAN ROAD
CLAYTON, N.C. 27527
TRACT ACREAGE: .......................... 59.22 Ac.
NUMBER OF LOTS: ......................... 46
LINEAR FOOTAGE OF STREETS: .......... 3,765 LF
AREA OF PROPOSED STREET R/W:....5.00 Ac.
DISTURBED AREA: .......................... t5.98 Ac.
ZONE: . ..................................... . AR
TAX ID# . .................................. .168700-08-4561
REFER TO: .................................. D.B. 5682 - 420
MINIMUM BUILDING SETBACKS:
FRONT :......................................
20'
SIDE: .........................................
5'
REAR: . ..................................... .
5'
SIDE STREET: ...............................
20'
MINIMUM LOT SIZE: ........................
40,000 S.F.
OPEN SPACE REQUIRED: ..................
8.88 Ac.
OPEN SPACE PROVIDED :..................10.36
Ac. (17.0%)
PROPOSED IMPERVIOUS :..................8.87
Ac. (14.97%)
PRO. STREET IMPERVIOUS:...............1.82
Ac.
PRO. LOT IMPERVIOUS :...................5,050
S.F. PER LOT
X 46 LOTS = 5.33 Ac.
BEFORE YOU DIG,
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NORTH CAROLINA
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THE LAUREL
JOHNSTON COUNTY, NORTH CAROLINA
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ENGINEERING
801 EAST WASHINGTON STREET P.O. BOX 1108
NASHVILLE, N.C. 27856 PHONE: [phone]
WWW.STOCKSENGINEERING.COM

Project No. 70217428 llerracan
Cense King Engineers SsScientists
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Photograph 2: TributaryT2.
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Project No. 70217428 lierracan
CoosaMug Engineers faScientists
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Powhatan Road Delineation

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Powhatan Road Delineation

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW-2021-02032 County: Johnston U.S.G.S. Quad: NC-Powhatan
NOTIFICATION OF JURISDICTIONAL DETERNIINATION
Requestor: Terracon, Inc.
Rhiannon Graham
Address: 2401 Brentwood Road, Ste 107
Raleigh, North Carolina 27604
Telephone Number: 760-717-2621
E-mail: Rhiannon.graham()terracon.com
Size (acres) 59.1 Nearest Town Clayton
Nearest Waterway Little Poplar Creek River Basin Neuse
USGS HUC 03020201 Coordinates Latitude: 35.61563
Longitude:-78.39307
Location description: The Powhatan Farm property is located on the south side of Powhatan Road, approximately 2,000 feet
east of its intersection with Glen Laurel Road in the Town of Clavton, NC. It is bounded by Powhatan Road on the north, and
existing railroad tracks on the south, and is
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 July 2021. 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 waterson 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.
❑ 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.

SAW-2021-02032
❑ 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 onDATE. 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 Christopher Hoover at [phone] (05) or
christopher.d.hopper(&usace. army.mil.
C. Basis For Determination: See the attached exhibit and preliminary iurisdictional determination form
dated 02/02/2022.
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)
If you object to this determination, you may request an administrative appeal under Corps regulations at 33 CFR Part 331. Enclosed
you will find a Notification of Appeal Process (NAP) fact sheet and Request for Appeal (RFA) form. If you request to appeal this
determination you must submit a completed RFA form to the following address:
US Army Corps of Engineers
South Atlantic Division
Attn: Mr. Philip A. Shannin
Administrative Appeal Review Officer
60 Forsyth Street SW, Floor M9
Atlanta, Georgia 30303-8803
AND
PHILIP.A. SHANNINgUSACE.ARMY.MIL

SAW-2021-02032
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: 6"- -
Date of JD: 02/02/2022 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 our Customer Satisfaction Survey, located online at
https://re ug latory.ops.usace.army.mil/customer-service-survey
Copy Furnished:
Property Owner: Powhatan Farm, LLC
Art Holder
Address: 16 Oakmont Court
Clayton, North Carolina 27527
Telephone Number: 919-320-4900
E-mail: artfrankie(Wembaramail.com

NOTIFICATION OF ADMINISTRATIVE APPEAL OPTIONS AND PROCESS AND
REQUEST FOR APPEAL
A licant: Terracon, Inc., Rhiannon Graham File Number: SAW-2021-02032 Date: 02/02/2022
Attached is:
See Section below
INITIAL PROFFERED PERMIT (Standard Permit or Letter of permission)
A
PROFFERED PERMIT (Standard Permit or Letter of permission)
B
PERMIT DENIAL
C
APPROVED JURISDICTIONAL DETERMINATION
D
®
PRELIMINARY JURISDICTIONAL DETERMINATION
E
SECTION I - The following identifies your rights and options regarding an administrative appeal of the above decision.
Additional information may be found at or http://www.usace.army.miUMissions/CivilWorks/RegulatoryProgramandPermits.asi)
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.
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. PHILIP A. SHANNIN
Attn: Christopher Hopper
ADMINISTRATIVE APPEAL REVIEW OFFICER
Raleigh Regulatory Office
CESAD-PDS-O
U.S Army Corps of Engineers
60 FORSYTH STREET SOUTHWEST, FLOOR M9
3331 Heritage Trade Drive, Suite 105
ATLANTA, GEORGIA 30303-8803
Wake Forest, North Carolina 27587
PHONE: [phone]; FAX [phone]
EMAIL: PHILIP.A.SHANNIN(aUSACE.ARMY.MIL
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 opportum to participate in all site invest] ations.
Date:
Telephone number:
Signature of appellant or agent.
For appeals on Initial Proffered Permits send this form to:
District Engineer, Wilmington Regulatory Division, Attn: Christopher Hopper, 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. Philip Shannin, Administrative
Appeal Officer, CESAD-PDO, 60 Forsyth Street, Room 1OM15, Atlanta, Georgia 30303-8801
Phone: [phone]

a
DATA SOURCES:
Latest High -Resolution NC Statewide Orthoimagery, NC OneMap Server, 2017, Project Study Area
0 350 700 1,400 based on Johnston County Parcel Data.
Feet Note: Preliminary jurisdictional assessment and/or delineation results are representative of field
conditions at the time of the site evaluation, delineation results are preliminary until USACE
concurrence obtained. Vegetation removal or alteration of soils or hydrology can affect jurisdictional
status and may require re-evaluation of wetland boundaries.
PM: JWH
Project No.
Potential Wetlands and Waters
EXHIBIT
70217428
NO.
Drawn By:
Scale:
F
1 inch = 700 feet
Irerracon%�
Powhatan Road
3
Checked By:
Filename:
AAF
no�a���a�wa��a,dsa,dwa�a�s3amx
Johnston County, North Carolina
Approved By: JWH
Date:
2401 Brentwood Road, Suite 107 Raleigh, NC 27604
1 Phone: [phone] Fax: [phone]
July 2021