20220862 Ver 1_ePCN Application_20220622

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:
4/27/2022
BIMS # Assigned*
20220862
Is a payment required for this project?*
O No payment required
O Fee received
O Fee needed - send electronic notification
Reviewing Office*
Fayetteville Regional Office - [phone]
Information for Initial Review
Version#*
What amout is owed?*
O $240.00
O $570.00
Select Project Reviewer*
Chad Turlington:eads\ccturlington
la. Name of project:
Wade Park
la. Who is the Primary Contact?*
Jeff Harbour
lb. Primary Contact Email:*
lc. Primary Contact Phone:*
[e-mail] [phone]
Date Submitted
6/22/2022
Nearest Body of Water
Upper Little River
Basin
Cape Fear
Water Classification
WS-IV
Site Coordinates
Latitude:
35.36803
A. Processing Information
Longitude:
-78.83426
County (or Counties) where the project is located:
Harnett
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:
EI Section 404 Permit (wetlands, streams and waters, Clean Water Act)
O 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
29 - Residential Developments
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
O 401 Water Quality Certification - Express
0 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 2 Applicant (other than owner)
le. Is there an Agent/Consultant for this project?*
OYes 0No
2. Owner Information
2a. Name(s) on recorded deed:
Fine Land Holdings, LLC
2b. Deed book and page no.:
2c. Contact Person:
2d. Address
Street Address
PO Box 985
Address Line 2
City
Dunn
Postal / Zip Code
28335
State / Province / Region
NC
Country
US

2e. Telephone Number: 2f. Fax Number:
[phone]
2g. Email Address: *
[e-mail]
3. Applicant Information (if different from owner)
3a. Name:
Andrew Ross
3b. Business Name:
Triangle Land Partners, LLC
3c. Address
Street Address
PO Box 5548
Address Line 2
City
Cary
Postal / Zip Code
27512
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
1b. Subdivision name:
(if appropriate)
lc. Nearest municipality / town:
Lillington
2. Project Identification
2a. Property Identification Number:
0548-89-9755.000
2c. Project Address
Street Address
Address Line 2
City
Postal / Zip Code
2b. Property size:
160
State / Province / Region
Country

3. Surface Waters
3a. Name of the nearest body of water to proposed project: *
Upper Little River
3b. Water Resources Classification of nearest receiving water: *
WS-IV
3c. What river basin(s) is your project located in?*
Cape Fear
3d. Please provide the 12-digit HUC in which the project is located.
030300040206
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: *
The property is currently undeveloped woodlands and open land. The property includes an existing sewer line easement and areas that have been timbered in the past 3-5 years.
Representative landscape photos of the site are included with this submittal. Land use in the vicinity is primarily agricultural and residential.
4b. Have Corps permits or DWR certifications been obtained for this project (including all prior phases) in the past?*
0 Yes @ No 0 Unknown
4f. List the total estimated acreage of all existing wetlands on the property:
14
4g. List the total estimated linear feet of all existing streams on the property:
3500
4h. Explain the purpose of the proposed project:*
The project intends to develop a residential development with up to 618 lots with a clubhouse, pool and other amenities.
4i. Describe the overall project in detail, including indirect impacts and the type of equipment to be used:*
The project site is 168 acres of undeveloped land consisting of scrub pines and hardwood forest with two primary intermittent streams crossing the site. The project is being developed as
a residential community and a road crossing and several utility (sewer) crossings are proposed that would incur some impact to aquatic resources. Compensatory mitigation is being
provided to offset those impacts that exceed the NWP mitigation threshold.
Typical construction equipment will be used such as graders, bulldozers, excavators, dump trucks, etc.
5. Jurisdictional Determinations
5a. Have the wetlands or streams been delineated on the property or proposed impact areas?*
@Yes 0No
Comments:
5b. If the Corps made a jurisdictional determination, what type of determination was made? *
@ Preliminary 0 Approved 0 Not Verified 0 Unknown O N/A
Corps AID Number:
SAW-2021-02335
Sc. If 5a is yes, who delineated the jurisdictional areas?
Name (if known):
Agency/Consultant Company:
Other:
Terracon
0 Unknown
5d. List the dates of the Corp jurisdiction determination or State determination if a determination was made by the Corps or DWR
2/11/2022
6. Future Project Plans
6a. Is this a phased project?*
O 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):
Wetlands
O Open Waters
2. Wetland Impacts
Streams -tributaries
O Pond Construction
O Buffers
2a. Site #* (?)
2a1 Reason (?)
2b. Impact type* (?)
2c. Type of W.*
2d. W. name
2e. Forested*
2f. Type of Jurisdicition*
(?)
2g. Impact
area*
Crossing #1
road crossing
P
Headwater Forest
W1
Yes
Both
0.200
(acres)
Crossing #1
work area for road
crossing construction
T
Headwater Forest
W1
Yes
Both
0.050
(acres)
Crossing #2
utility crossing (sewer)
P
Headwater Forest
W1
Yes
Both
0.047
(acres)
Crossing #3
utility crossing (sewer)
P
Headwater Forest
W1
Yes
Both
0.015
(acres)
Crossing #4
utility crossing (sewer)
P
Hardwood Flat
W1
Yes
Both
0.015
(acres)
Crossing #5
road crossing
P
Headwater Forest
W1
Yes
Both
0.007
(acres)
Crossing #5
work area for road
crossing
T
Headwater Forest
W1
Yes
Both
0.005
(acres)
2g. Total Temporary Wetland Impact
0.055
2g. Total Wetland Impact
0.339
2i. Comments:
2g. Total Permanent Wetland Impact
0.284
Crossing #2, #3, #4 wetland impact is from wetland conversion only. Mitigation is proposed for all permanent impacts, including the wetland conversion,
for a total of 0.284 ac of impact that will be mitigated for.
3. Stream Impacts
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 Impact#1
Permanent
Culvert
T1b
Intermittent
Both
4
Average (feet)
23
(linear feet)
S2
Road Crossing Impact #1
Temporary
Workpad/Causeway
T1 b
Intermittent
Both
4
Average (feet)
11
(linear feet)
S3
Utility Crossing #2
Temporary
Excavation
T1a
Intermittent
Both
4
Average (feet)
23
(linear feet)
S4
Utility Crossing #2
Temporary
Excavation
T2
Intermittent
Both
4
Average (feet)
10
(linear feet)
3i. Total jurisdictional ditch impact in square feet:
0
3i. Total permanent stream impacts:
23
3i. Total stream and ditch impacts:
67
3i. Total temporary stream impacts:
44
3j. Comments:
The road crossing identified under S1/S2 above is placed in an area where the tributary dissipates into a wetland and does not reform as a channel until
downslope from the road crossing.
E. Impact Justification and Mitigation
1. Avoidance and Minimization
la. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project:
The road crossings have been designed to minimize impacts as much as possible. Crossing 1 is placed where the tributary dissipates into the wetland;
therefore, avoiding considerable potential stream impact. The utility crossings are designed to minimize impact; resulting in wetland conversion (no loss)
and temporary stream impact from trenching to install the utility line.

lb. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:
Side slopes for road crossings have been designed to minimize the footprint in the wetland that will be crossed. Utility lines have been designed to avoid
any loss of wetlands or waters
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?
O Yes No
2c. If yes, mitigation is required by (check all that apply):
O DWR ❑O Corps
2d. If yes, which mitigation option(s) will be used for this project?
❑ Mitigation bank ❑O Payment to in -lieu fee program LJ Permittee Responsible Mitigation
4. Complete if Making a Payment to In -lieu Fee Program
4a. Approval letter from in -lieu fee program is attached.
O 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)
0.284 ac of impact
4f. Non -riparian wetland mitigation requested: 4g. Coastal (tidal) wetland mitigation requested:
(acres)
4h. Comments
(acres)
We are proposing a 2:1 ratios for the 0.21 ac of permanent wetland impact and a 1:1 ratio for the 0.07 ac of wetland conversion impact
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
If no, explain why:
Not a state -regulated buffered area.
2. Stormwater Management Plan
2a. Is this a NCDOT project subject to compliance with NCDOT's Individual NPDES permit NCS000250?*
Yes • No
2b. Does this project meet the requirements for low density projects as defined in 15A NCAC 02H .1003(2)7
Yes No
2c. Does this project have a stormwater management plan (SMP) reviewed and approved under a state stormwater program or state -approved local govemment stormwater program?
O Yes O No
•0 N/A - project disturbs < 1 acre
2d. Which of the following stormwater management program(s) apply:
❑ Local Govemment 0 State
Local Government Stormwater Programs
O Phase II 0 NSW 0 USMP D Water Supply
Please identify which local government stormwater program you are using.
Town of Lillington
Comments:
see attached narrative
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?*
0 Yes
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)? *
O Yes O No
3. Cumulative Impacts (DWR Requirement)
3a. Will this project result in additional development, which could impact nearby downstream water quality?*
O Yes O No
3b. If you answered "no," provide a short narrative description.
This is a single and complete residential project and should not serve as a driver for future development.
4. Sewage Disposal (DWR Requirement)
4a. Is sewage disposal required by DWR for this project?*
Yes "• No O 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?*
O Yes O No
5b. Have you checked with the USFWS conceming Endangered Species Act impacts?*
O Yes O No
5d. Is another Federal agency involved?*
Yes
5e. Is this a DOT project located within Division's 1-8?
0Yes ®No
,! No O Unknown
5f. Will you cut any trees in order to conduct the work in waters of the U.S.?
OYes 0No
5g. Does this project involve bridge maintenance or removal?
0Yes ONo
5h. Does this project involve the construction/installation of a wind turbine(s)?`
0Yes ONo
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.?
0 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 in October 2021 for the following species listed by USFWS IPaCS: red -cockaded woodpecker,
American alligator, Cape Fear shiner, Atlantic pigtoe, Monarch butterfly, and rough -leaved loosestrife. The wooded portions of the site do not support the
necessary age class of pines that would support RCW nesting or foraging. The tributaries located onsite are high intermittent features and do not provide
the perennial water flow necessary for Cape Fear shiner or Atlantic pigtoe. Open meadow that would provide habitat for the Monarch butterfly are not
present. The wetlands onsite are forested with thick shrub groundcover with limited sunlight penetration. These wetlands do not provide the necessary
habitat indicative of where RLL is found.
NCNHP data obtained in June 2022 does not identify any federal protected species or critical habitats inside of or within 1 mile of the project site. It is
our opinion that the proposed project will have No Effect on any federal protected species
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as an Essential Fish Habitat?*
t 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?*
O Yes O No
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?*
SHPO GIS One SHPO element occurrence is present onsite HT0867 I House. Determined ineligible for NR designation in 2013.
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?*
NC Floodmaps

Miscellaneous U
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
Wade Park PCN supporting docs.pdf 9.17MB
File must be PDF or KMZ
Comments
Signature
J 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
6/22/2022

WADE PARK SUBDIVISION
LILLINGTON, NC
STORMWATER CONTROL NARRATIVE
The +/- 168.22-acre cluster single-family/townhome development is located along the
southeastern portion of the intersection of NC Hwy 210 and Joel Johnson roads (SR 2034). Vegetation on
the site consists of a mix of scrub pines and hardwoods from succession along with scattered mature pines
as it appears to have been lumbered in the last several years. The site topography is divided by two
intermittent streams with large wetland areas at the head of each stream. Site drainage runs from the
northern most portion along Molly Branch, which is main intermittent stream through the site, to the
southernmost portion of site and ultimately to Upper Little River.
The development proposes approximately 618 lots with a clubhouse with pool amenity.
Roadways will ultimately be maintained by the Town of Lillington and will be constructed with curb and
gutter. The proposed impervious surface for the site is approximately 38%, which is just over the low -
density threshold, so the site is utilizing the Town of Lillington's high density stormwater option requiring
85% TSS removal. NCDEQ BMP Wet ponds will be used throughout to treat stormwater runoff. Drainage
will be directed to these ponds via subsurface drainage. Development of the site will require one roadway
crossing over an existing stream and wetland area and several temporary utility impacts to both wetlands
and streams. Wet ponds will be designed to detain the 1-year 24-hour storm and the overall development
will detain the peak 10-year runoff to the pre -developed rate as required by the Town of Lillington UDO.

t sTA7r
.'c?� Y ,ply;
ROY COOPER .1 �
Governor t
ELIZABETH S.BISER 4..*
Secretary *opwwvn'
MARC RECKTENWALD NORTH CAROLINA
Director Environmental Quality
June 16, 2022
Andrew Ross
Triangle Land Partners, LLC
PO Box 5548
Cary, NC 27512 Expiration of Acceptance: 12/16/2022
Project: Wade Park County: Harnett
The purpose of this letter is to notify you that the NCDEQ Division of Mitigation Services (DMS) is willing to
accept payment for compensatory mitigation for impacts associated with the above referenced project as
indicated in the table below. Please note that this decision does not assure that participation in the DMS in-
lieu fee mitigation program will be approved by the permit issuing agencies as mitigation for project impacts.
It is the responsibility of the applicant to contact permitting agencies to determine if payment to the DMS will
be approved. You must also comply with all other state, federal or local government permits, regulations or
authorizations associated with the proposed activity including G.S. § 143-214.11.
This acceptance is valid for six months from the date of this letter and is not transferable. If we have not
received a copy of the issued 404 Permit/401 Certification within this time frame, this acceptance will
expire. It is the applicant's responsibility to send copies of the permits to DMS. Once DMS receives a copy
of the permit(s) an invoice will be issued based on the required mitigation in that permit and payment must
be made prior to conducting the authorized work. The amount of the in-lieu fee to be paid by an applicant is
calculated based upon the Fee Schedule and policies listed on the DMS website.
Based on the information supplied by you in your request to use the DMS, the impacts for which you are
requesting compensatory mitigation credit are summarized in the following table. The amount of mitigation
required and assigned to DMS for this impact is determined by permitting agencies and may exceed the
impact amounts shown below.
River Basin Impact Location Impact Type Impact Quantity
(8-digit HUG)
Cape Fear 03030004 Riparian Wetland 0.284
Upon receipt of payment, DMS will take responsibility for providing the compensatory mitigation. The
mitigation will be performed in accordance with the In-Lieu Fee Program instrument dated July 28, 2010.
Thank you for your interest in the DMS in-lieu fee mitigation program. If you have any questions or need
additional information, please contact [e-mail].
Sincerely,
ACillijdAtiryk_sa
FOR James. B Stanfill
Asset Management Supervisor
cc: Jeff Harbour, agent
DA North Carolina Department of Environmental Quality I Division of Mitigation Services
hf E2TH CRR[]I INA 217 West Jones Street I1652 Mail Service Center Rleih,North Carolina 276941652
iIMisalren MEn/05,0, MRya 919.707.8976

lierracon
USACE/NCDWR Agent Authorization Form
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Property/Site: //�/t L/�l�� G
Address of Site: 710 d 4/C a/0 --
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Parcel Identification Number(PIN): / 6 d 7—I /--3.CV
Owner Information: /,�/ //
Name: ;4/.' / / ©4�/' Y !1-
Address: ,r x
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Telephone Number: 2'>!—
E-mail Address: %��G �`�/ ef a., _
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 (Corps)
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 (WOTUS) 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.
Terracon,as designated by the current property owner, is the authorized consultant to coordinate,
schedule, and provide supplemental information to both agencies in support of this v Yication
and/or permit application. ��
//l/ /4/14 10-A g/fr
Property Owne ignatu/re.� ,� �4 �
Date: G�a/e5 /4 2 ;,
Terracon Consultants Inc. 2401 Brentwood Road,Suite 107, Raleigh, NC 28208-3608
P:919-873-2211 F:919-873-9555 terracon.com
Environmental Facilities Geotechnical Materials

Op,
( NA-
LILLINGTON STA
REFORMED FWBC &
LILLINGTON STAR F
PIN # 0549-80-5569
DB 3253 PG 594
NA -
FINE LAND HOLDINGS LLC
PIN # 0548-89-9755
DB 3710 PG 938
H()BARIN MEN ENIFRNS1)N N:
CAMOS
CROSSING #5 (ROAD)
CHRISTOPHER S. COATS &
JARED R. COATS
PIN # 0548-87-4489
DB 1223 PG 24
n
m
m
WORLD CHANGER HARVEST
CENTER & MINISTRY, LLC
PIN # 0549-90-3472
\ \ \ DB 3475 PG 714 / \
i
roF
AUTRY JIMMY A
PIN # 0559-01-1215
DB 2871 PG 202
60,O
\ iotiti /S ti
Qo��O
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BECKER MINERALS
PIN #0558-07-3490
DB 615 PG
HILL BEATRICE BAILEY
/^\ PIN # 0558-19-4529
/ \ DB 592 PG 290
NA -
ILL BEATRICE BAILE
PIN # 0558-19-2638
DB 592 PG 29
BAILEY
PIN #0558-19-5500
DB 507 PG 217
NA -
BELL SAMUEL LYNN &
PACKARD PEGGY B
PIN #0558-19-8170
DB 3691 PG 527
CLAUDIE W
SUHLES
D 3344 PG 514
PERMANENT IMPACT TOTALS
STREAM IMPACT (ROAD)
92 SF
23 LF
STREAM IMPACT (UTILITY)
139 SF
33 LF
WETLAND IMPACT (RIP -RAP)
375 SF
WETLAND IMPACT (ROAD)
9,013 SF
WETLAND IMPACT (UTILITY)
3,385 SF
TEMPORARY IMPACT TOTALS
STREAM IMPACT (ROAD)
44 SF
11 LF
WETLAND IMPACT (ROAD)
2,453 SF
wetland impact loss req. mitigation 0.22
wetland conversion mit? 0.08
SHEET 1
CE G OUP
301 GLENWOOD AVE.
SUITE 220
RALEIGH,NC 27603
PHONE: [phone]
FAX: [phone]
400'
NORTH
0 400'
SCALE: 1" = 400'
800'
REVISIONS:
WADE PARK
OVERALL KEY MAP
LILLINGTON, NC

Cp
FINE LAND HOLDINGS LLC
PIN #0548-89-9755
DB 3710 PG 938
1
( NA-
LILLINGTON STAR
REFORMED FWBC & AKA
LILLINGTON STAR FWBC
PIN #0549-80-5569
DB 3253 PG 594
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PIN #0558-07-3490
DB 615 PG
SHEET 2
CE G OUP
301 GLENWOOD AVE.
SUITE 220
RALEIGH,NC 27603
PHONE: [phone]
FAX: [phone]
400'
NORTH
0 400'
SCALE: 1 " = 400'
800'
REVISIONS:
WADE PARK
EXISTING CONDITIONS MAP
LILLINGTON, NC

\ 1
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//I I
/ I
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/ ( //
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I I \ I F /
WETLAND IMPACT (ROAD)
8,703 SF
1 \1 II \\
/ I
1 1 \ / \ I
I TEMPORARY WETLAND `
IMPACT (ROAD)
\ 2,204 SF / \
\ \ \ ;\/
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---___... /
Im
i ~ TEMPORARY
lI CONSTRUCTION /
BY-PASS BERM**
m STREAM IMPACT (ROAD)
92 SF, 23 LF
/
\7c2con
WETLANDS
(TYP.)
1
44 SF, 11 LF
END OF CHANNEL
(CHANNEL REFORMS
INSIDE THE WETLANDS
/ DOWN SLOPE, OUTSIDE
PROPOSED IMPACT)
r
WETLANDS
(TYP.)
CO
\ t
\-PROPOSED TREELINE
\ / DISTURBED LIMIT
LINE (TYP.) \
N
PERMANENT WETLAND \
IMPACT (RIP -RAP) \
\ \375SF \
\\ \ \N
CLASS" RIP -RAP SAD \ \
) 25'L x 15'W\x 24"D N
LI (MATH EXISTING \ `C
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— — 3 \ \
\\ \J \ \\
N \
\ 1
PERMANENT IMPACT TOTALS
STREAM IMPACT (ROAD)
92 SF
23 LF
WETLAND IMPACT (ROAD)
8,703 SF
WETLAND IMPACT (RIP -RAP)
375 SF
TEMPORARY IMPACT TOTALS
STREAM IMPACT (ROAD)
44 SF
11 LF
WETLAND IMPACT (ROAD)
2,204 SF
NOTE:
PERMANENT WETLAND IMPACT (ROAD)
TEMPORARY WETLAND IMPACT (ROAD)
PERMANENT WETLAND IMPACT NO LOSS (RIP -RAP)
1. UPSTREAM IMPACT INCLUDES TEMPORARY CLEAN
WATER DIKE FOR BYPASS PUMPING PER DETAIL.
2. CHANNEL DISSIPATES AND REFORMS INSIDE OF
THE WETLAND DOWN SLOPE.
NORTH
SHEET 3
CE G OUP
301 GLENWOOD AVE.
SUITE 220
RALEIGH,NC 27603
PHONE: [phone]
FAX: [phone]
30' 0 30' 60'
SCALE: 1" = 30'
REVISIONS:
WADE PARK
CROSSING #1 (ROADWAY)
(PLAN VIEW)
LILLINGTON, NC

195
190
185
180
177
CROSSING 1
STA 9+50 TO STA 13+00
H:1"=30'
V:1"=3'
ROAD
B
PROPOSED GRADE
8" DIP
INV=187.48
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10+00
11+00
12+00
195
190
185
180
177
13+00
SHEET 4
CE G OUP
301 GLENWOOD AVE.
SUITE 220
RALEIGH,NC 27603
PHONE: [phone]
FAX: [phone]
30' 0
SCALE: 1" = 30'
30' 60'
REVISIONS:
WADE PARK
CROSSING #1 (ROADWAY)
(PROFILE VIEW)
LILLINGTON, NC

/ / I I 1 /
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/ / / / / I I m
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II -i1 or;' 2H, M3
STREAM IMPACT (UTILITY) \ \ L
23 LF, 93 SF
---
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X
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•
\ \ \ \ \ \ \
\ •
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\ / DISTURBED LIMIT l \
\ LINE (TYP.) \
\\ \ \ \\ \ \\ \� r I \
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IMPACT TOTALS
STREAM IMPACT (UTILITY) TEMPORARY
93 LF
23 LF
WETLAND IMPACT (UTILITY)
2,065 SF
STREAM IMPACT (UTILTY)
TEMPORAY IMPACT
WETLAND IMPACT (UTILITY)
PERMANENT IMPACT FROM CONVERSION
NO WETLAND LOSS
NORTH
SHEET 5
CE G OUP
301 GLENWOOD AVE.
SUITE 220
RALEIGH,NC 27603
PHONE: [phone]
FAX: [phone]
30' 0 30' 60'
SCALE: 1" = 30'
REVISIONS:
WADE PARK
CROSSING #2 (UTILITY)
(PLAN VIEW)
LILLINGTON, NC

175
170
165
160
158
O
OUTFALL A
STA 11+00 TO STA 14+50
H:1"=30'
V:1"=3'
PROPOSED CRA E�
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160
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SHEET 6
CE G OUP
301 GLENWOOD AVE.
SUITE 220
RALEIGH,NC 27603
PHONE: [phone]
FAX: [phone]
30' 0 30' 60'
SCALE: 1" = 30'
REVISIONS:
WADE PARK
CROSSING #2 (UTILITY)
(PROFILE VIEW)
LILLINGTON, NC

SSMH-15
/ / /
// /\/\ /
{ / 1 / / / \
A / • PROPOSEDTREELINE
/ DISTURBED LIMIT
LINE (TYP.)
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WETLAND IMPACT
(UTILITY) 664 SF
/ / I / / / 1 I / / 1 I
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STREAM IMPACT (UTILITY) I 1 I I 1 1 I I I 1 �/ / / / / / / / / / / / / / / /
10LF, 46SF l III I I 1 1 1 1 / //� /'//� / / /' / /' / // ////�/
►�►
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PERMANENT IMPACT TOTALS
STREAM IMPACT (UTILITY) Temporary
WETLAND IMPACT (UTILITY)
46 SF
10 LF
664 SF
1 -.1-.1
:1-1-1-
II�11-11-1�
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STREAM IMPACT (UTILTY)
TEMPORARY IMPACT
WETLAND IMPACT (UTILITY)
CONVERSION IMPACT; NO LOSS
NORTH
SHEET 7
CE G OUP
301 GLENWOOD AVE.
SUITE 220
RALEIGH,NC 27603
PHONE: [phone]
FAX: [phone]
30'
0
SCALE: 1" = 30'
30' 60'
REVISIONS:
WADE PARK
CROSSING #3 (UTILITY)
(PLAN VIEW)
LILLINGTON, NC

J`
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\
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30' 0 30' 60'
SCALE: 1" = 30'
REVISIONS:
CROSSING
WADE PARK
#3 (UTILITY)
C.
CE
301
RALEIGH,NC
PHONE:[phone]
FAX:
GROUP
GLENWOODAVE.
SUITE
919-322-0032
220
27603
(PROFILE VIEW)
LILLINGTON, NC

/
7
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/ / \
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— -193—
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/
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WETLANDS
(TYP.)
WETLANDS
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WETLAND IMPACT
(UTILITY) 656 SF
--\
/
20' PUBLIC UTILITY /
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N
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PERMANENT IMPACT TOTALS
WETLAND IMPACT (UTILITY)
656 SF
WETLAND IMPACT (UTILITY)
conversion impact; no wetland loss
NORTH
SHEET 9
CE G OUP
301 GLENWOOD AVE.
SUITE 220
RALEIGH,NC 27603
PHONE: [phone]
FAX: [phone]
30' 0
SCALE: 1" = 30'
30' 60'
REVISIONS:
WADE PARK
CROSSING #4 (UTILITY)
(PLAN VIEW)
LILLINGTON, NC

200
195
190
185
180
OUTFALL C
STA 11+00 TO STA 14+00
H:1"=30'
V: 1' = 3'
PROPOSED GRADE
EXISTING
GRADE
\
i
i
—`
MIN.
36" BELO
EXISTING
GRADE
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p�C @ ••
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@ 0.50%
165
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SHEET 10
CE G OUP
301 GLENWOOD AVE.
SUITE 220
RALEIGH,NC 27603
PHONE: [phone]
FAX: [phone]
30' 0 30' 60'
SCALE: 1" = 30'
REVISIONS:
WADE PARK
CROSSING #4 (UTILITY)
(PROFILE VIEW)
LILLINGTON, NC

_./ I 1 I I i 1 ( ,_ / /11/
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ri., / 1
//
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_.
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/
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/
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I/ J L, —
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TEMPORARY WETLAND — — ��
IMPACT (ROAD) / _ /
4_310SF -- ���
TEMPORARY WETLAND _�
/ IMPACT (ROAD) / / /
249 SF 13M 13M
i
13
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/ /
_
// / 4ROPO SED TREELINE
/ // , / DISTURBED LIMIT
/ / 1 LINE (TYP.) / /
// 1 / / / /_ v / I , I / / /
// / / / / /
/
// / / / / / \ /
/ 7 / / / o/ / /..----- 13M
' / / / / " / /
WETLANDS
(TYP.)
/
1
— 215
/
PERMANENT IMPACT TOTALS
WETLAND IMPACT (Road )
310 SF
TEMPORARY IMPACT TOTALS
WETLAND IMPACT (ROAD)
249 SF
III III III II
III III III II
PERMANENT WETLAND IMPACT (ROAD)
TEMPORARY WETLAND IMPACT (ROAD)
NORTH
SHEET 1 1
CE G'iOUP
301 GLENWOOD AVE.
SUITE 220
RALEIGH,NC 27603
PHONE: [phone]
FAX: [phone]
30' 0 30' 60'
SCALE: 1" = 30'
REVISIONS:
WADE PARK
CROSSING #5 (ROAD)
(PLAN VIEW)
LILLINGTON, NC

• Inv
lrerracon
October 26, 2021
U.S. Army Corps of Engineers
Wilmington Regulatory Field Office
69 Darlington Avenue
Wilmington, NC 28403
Wade Park
Preliminary Jurisdictional Determination Request
Harnett County, North Carolina
Terracon Project No. 70217527
Please reference the attached Preliminary Jurisdictional Determination (PJD) request package
for the Wade Park site. The site is located off of NC Highway 210 in Lillington, North Carolina.
The site consists of approximately 160 acres of Agricultural and undeveloped forested land.
Terracon personnel conducted a wetland/stream delineation of the site in August 2021. Terracon
did identify potential wetlands and tributaries throughout the site. Reference attached data forms
and exhibits for documentation.
Terracon looks forward to working with you on this project. If you have any questions regarding
the content of this PJD submittal, please contact me at [phone] or via email at
[e-mail].
Sincerely,
Terracon Consultants, Inc.
Rhiannon Graham Jeff Harbour, PWS
Field Scientist, Natural Resources Senior Scientist, Natural Resources
Attachments: JD Request Form, PJD Form, Exhibits, Data Forms, Photos
Terracon Consultants Inc. 2401 Brentwood Road, Suite 107, Raleigh, NC 28208-3608
Environmental Facilities 1 Geotechnical Materials

Jurisdictional Determination Request
US Army Corps
of Engineers
Wilmington District
This form is intended for use by anyone requesting a jurisdictional determination (JD) from the
U.S. Army Corps of Engineers, Wilmington District (Corps). Please include all supporting
information, as described within each category, with your request. You may submit your request
via mail, electronic mail, or facsimile. Requests should be sent to the appropriate project
manager of the county in which the property is located. A current list of project managers by
assigned counties can be found on-line at:
http://www. saw.usace. army.mil/Missions/RegulatoryPermitProgram/Contact/CountyLocator. aspx,
by calling 910-251-4633, or by contacting any of the field offices listed below. Once your
request is received you will be contacted by a Corps project manager.
ASHEVILLE & CHARLOTTE REGULATORY
FIELD OFFICES
US Army Corps of Engineers
151 Patton Avenue, Room 208
Asheville, North Carolina 28801-5006
General Number: [phone]
Fax Number: [phone]
RALEIGH REGULATORY FIELD OFFICE
US Army Corps of Engineers
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
General Number: [phone]
Fax Number: [phone]
WASHINGTON REGULATORY FIELD OFFICE
US Army Corps of Engineers
2407 West Fifth Street
Washington, North Carolina 27889
General Number: [phone]
Fax Number: [phone]
WILMINGTON REGULATORY FIELD OFFICE
US Army Corps of Engineers
69 Darlington Avenue
Wilmington, North Carolina 28403
General Number: 910-251-4633
Fax Number: [phone]
INSTRUCTIONS:
All requestors must complete Parts A, B, C, D, E, F and G.
NOTE TO CONSULTANTS AND AGENCIES: If you are requesting a JD on behalf of a
paying client or your agency, please note the specific submittal requirements in Part H.
NOTE ON PART D — PROPERTY OWNER AUTHORIZATION: Please be aware that
all JD requests must include the current property owner authorization for the Corps to
proceed with the determination, which may include inspection of the property when
necessary. This form must be signed by the current property owner(s) or the owner(s)
authorized agent to be considered a complete request.
NOTE ON PART D - NCDOT REQUESTS: Property owner authorization/notification for
JD requests associated with North Carolina Depai_tiuent of Transportation (NCDOT)
projects will be conducted according to the current NCDOT/USACE protocols.
NOTE TO USDA PROGRAM PARTICIPANTS: A Corps approved or preliminary JD
may not be valid for the wetland conservation provisions of the Food Security Act of
1985. If you or your tenant are USDA Program participants, or anticipate participation in
USDA programs, you should also request a certified wetland determination from the local
office of the Natural Resources Conservation Service, prior to starting work.
Version: May 2017 Page 1

Jurisdictional Determination Request
A. PARCEL INFORMATION
Street Address: 2708 NC 210 South
City, State: Lillington, NC 2105
County: Harnett
Parcel Index Number(s) (PIN): 0548-89-9755.000
B. REQUESTOR INFORMATION
Name: Rhiannon Graham
Mailing Address: 2401 Brentwood Road, Suite 107
Telephone Number:
Electronic Mail Address:
Select one:
o
❑
EI
o
Raleigh, NC 27604
760-717-2621
[e-mail]
I am the current property owner.
I am an Authorized Agent or Environmental Consultant'
Interested Buyer or Under Contract to Purchase
Other, please explain.
C. PROPERTY OWNER INFORMATION2
Name: Fine Land Holding, LLC
Mailing Address: P.O. Box 985
Telephone Number:
Electronic Mail Address:
Dunn, NC 28335
919-200-5770
NA
1 Must provide completed Agent Authorization Form/Letter.
2 Documentation of ownership also needs to be provided with request (copy of Deed, County GIS/Parcel/Tax Record).
Version: May 2017 Page 2

Jurisdictional Determination Request
D. PROPERTY ACCESS CERTIFICATION3'4
By signing below, I authorize representatives of the Wilmington District, U.S. Army Corps of
Engineers (Corps) to enter upon the property herein described for the purpose of conducting on -
site investigations, if necessary, and issuing a jurisdictional determination pursuant to Section
404 of the Clean Water Act and/or Section 10 of the Rivers and Harbors Act of 1899. I, the
undersigned, am either a duly authorized owner of record of the property identified herein, or
acting as the duly authorized agent of the owner of record of the property.
Rhiannon Graham
Print Name
Capacity: ❑ Owner fl Authorized Agents
10/26/21
Date
Signature
E. REASON FOR JD REQUEST: (Check as many as applicable)
I intend to construct/develop a project or perform activities on this parcel which would be
designed to avoid all aquatic resources.
n I intend to construct/develop a project or perform activities on this parcel which would be
designed to avoid all jurisdictional aquatic resources under Corps authority.
n I intend to construct/develop a project or perform activities on this parcel which may
require authorization from the Corps, and the JD would be used to avoid and minimize
impacts to jurisdictional aquatic resources and as an initial step in a future permitting
process.
❑ I intend to construct/develop a project or perform activities on this parcel which may
require authorization from the Corps; this request is accompanied by my permit application
and the JD is to be used in the permitting process.
❑ I intend to construct/develop a project or perform activities in a navigable water of the
U.S. which is included on the district Section 10 list and/or is subject to the ebb and flow of
the tide.
n A Corps JD is required in order obtain my local/state authorization.
❑ I intend to contest jurisdiction over a particular aquatic resource and request the Corps
confirm that jurisdiction does/does not exist over the aquatic resource on the parcel.
❑ I believe that the site may be comprised entirely of dry land.
n Other:
3 For NCDOT requests following the current NCDOT/USACE protocols, skip to Part E.
4 If there are multiple parcels owned by different parties, please provide the following for each additional parcel on a
continuation sheet.
5 Must provide agent authorization faun/letter signed by owner(s).
Version: May 2017 Page 3

Jurisdictional Determination Request
F. JURISDICTIONAL DETERMINATION (JD) TYPE (Select One)
I am requesting that the Corps provide a preliminary JD for the property identified herein.
A Preliminary Jurisdictional Determination (PJD) provides an indication that there may
be "waters of the United States" or "navigable waters of the United States"on a property.
PJDs are sufficient as the basis for permit decisions. For the purposes of permitting, all
waters and wetlands on the property will be treated as if they are jurisdictional "waters of
the United States". PJDs cannot be appealed (33 C.F.R. 331.2); however, a PJD is
"preliminary" in the sense that an approved JD can be requested at any time. PJDs do
not expire.
I am requesting that the Corps provide an approved JD for the property identified herein.
An Approved Jurisdictional Determination (AJD) is a determination that
jurisdictional "waters of the United States" or "navigable waters of the United
States" are either present or absent on a site. An approved JD identifies the limits of
waters on a site determined to be jurisdictional under the Clean Water Act and/or
Rivers and Harbors Act. Approved JDs are sufficient as the basis for permit
decisions. AJDs are appealable (33 C.F.R. 331.2). The results of the AJD will be
posted on the Corps website. A landowner, permit applicant, or other "affected
party" (33 C.F.R. 331.2) who receives an AJD may rely upon the AJD for five years
(subject to certain limited exceptions explained in Regulatory Guidance Letter 05-
02).
I am unclear as to which JD I would like to request and require additional information
to inform my decision.
G. ALL REQUESTS
n
Map of Property or Project Area. This Map must clearly depict the boundaries of the
review area.
Size of Property or Review Area 160 acres.
❑ The property boundary (or review area boundary) is clearly physically marked on the site.
Version: May 2017
Page 4

Jurisdictional Determination Request
H. REQUESTS FROM CONSULTANTS
z
Project Coordinates (Decimal Degrees): Latitude: 35.36813
Longitude: -78.83426
A legible delineation map depicting the aquatic resources and the property/review area.
Delineation maps must be no larger than 11x 17 and should contain the following: (Corps
signature of submitted survey plats will occur after the submitted delineation map has been
reviewed and approved).6
• North Arrow
• Graphical Scale
• Boundary of Review Area
• Date
• Location of data points for each Wetland Determination Data Form or tributary
assessment reach.
For Approved Jurisdictional Determinations:
• Jurisdictional wetland features should be labeled as Wetland Waters of the US, 404
wetlands, etc. Please include the acreage of these features.
• Jurisdictional non -wetland features (i.e. tidal/navigable waters, tributaries,
impoundments) should be labeled as Non -Wetland Waters of the US, stream, tributary,
open water, relatively permanent water, pond, etc. Please include the acreage or linear
length of each of these features as appropriate.
• Isolated waters, waters that lack a significant nexus to navigable waters, or non -
jurisdictional upland features should be identified as Non -Jurisdictional. Please
include a justification in the label regarding why the feature is non jurisdictional (i.e.
"Isolated", "No Significant Nexus", or "Upland Feature"). Please include the acreage
or linear length of these features as appropriate.
For Preliminary Jurisdictional Determinations:
• Wetland and non -wetland features should not be identified as Jurisdictional, 404,
Waters of the United States, or anything that implies jurisdiction. These features can be
identified as Potential Waters of the United States, Potential Non -wetland Waters of
the United States, wetland, stream, open water, etc. Please include the acreage and
linear length of these features as appropriate.
n
Completed Wetland Determination Data Forms for appropriate region
(at least one wetland and one upland form needs to be completed for each wetland type)
6 Please refer to the guidance document titled "Survey Standards for Jurisdictional Determinations" to ensure that the
supplied map meets the necessary mapping standards. http://www.saw.usace.army.mil/Missions/Regulatory-Permit-
Pro gram/Jurisdiction/
Version: May 2017
Page 5

Jurisdictional Determination Request
0
❑
Completed appropriate Jurisdictional Determination form
• PJDs, please complete a Preliminary Jurisdictional Determination Form' and include the
Aquatic Resource Table
• AJDs, please complete an Approved Jurisdictional Determination Forma
Vicinity Map
Aerial Photograph
USGS Topographic Map
Soil Survey Map
Other Maps, as appropriate (e.g. National Wetland Inventory Map, Proposed Site
Plan, previous delineation maps, LIDAR maps, FEMA floodplain maps)
Landscape Photos (if taken)
NCSAM and/or NCWAM Assessment Forms and Rating Sheets
NC Division of Water Resources Stream Identification Forms
Other Assessment Forms
' www.saw.usace.army.mil/Portals/59/docs/regulatory/regdocs/JD/RGL 08-02 App A Prelim JD Form fillable.pdf
s Please see http://www.saw.usace.army.mil/Missions/Regulatory-Permit-Pro gram/Jurisdiction/
Principal Purpose: The information that you provide will be used in evaluating your request to determine
whether there are any aquatic resources within the project area subject to federaljurisdiction under the regulatory
authorities referenced above.
Routine Uses: This information may be shared with the Department of Justice and other federal, state, and local
government agencies, and the public, and may be made available as part of a public notice as required by federal
law. Your name and property location where federal jurisdiction is to be determined will be included in the
approved jurisdictional determination (AJD), which will be made available to the public on the District's website
and on the Headquarters USAGE website.
Disclosure: Submission of requested information is voluntary; however, if information is not provided, the
request for an AJD cannot be evaluated nor can an AJD be issued.
Version: May 2017 Page 6

Appendix 2 - PRELIMINARY JURISDICTIONAL DETERMINATION (PJD) FORM
BACKGROUND INFORMATION
A. REPORT COMPLETION DATE FOR PJD:
B. NAME AND ADDRESS OF PERSON REQUESTING PJD: Rhiannon Graham-Terracon
C. DISTRICT OFFICE, FILE NAME, AND NUMBER:
D. PROJECT LOCATION(S) AND BACKGROUND INFORMATION:
(USE THE TABLE BELOW TO DOCUMENT MULTIPLE AQUATIC RESOURCES AND/OR
AQUATIC RESOURCES AT DIFFERENT SITES)
State: NC County/parish/borough: Harnett City: Lillington
Center coordinates of site (lat/long in degree decimal format):
Lat.: 35.36813 Long.: -78.83426
Universal Transverse Mercator: 17S 696753 3916022
Name of nearest waterbody: Upper Little River
E. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLY):
❑ Office (Desk) Determination. Date: 10/26/21
❑ Field Determination. Date(s):
TABLE OF AQUATIC RESOURCES IN REVIEW AREA WHICH "MAY BE" SUBJECT TO REGULATORY
JURISDICTION.
Site
number
Latitude
(decimal
degrees)
Longitude
(decimal
degrees)
Estimated amount
of aquatic resource
in review area
(acreage and linear
feet, if applicable)
Type of aquatic
resource (i.e., wetland
vs. non -wetland
waters)
Geographic authority
to which the aquatic
resource "may be"
subject (i.e., Section
404 or Section 10/404)
See Attached

1) The Corps of Engineers believes that there may be jurisdictional aquatic resources in
the review area, and the requestor of this PJD is hereby advised of his or her option
to request and obtain an approved JD (AJD) for that review area based on an
informed decision after having discussed the various types of JDs and their
characteristics and circumstances when they may be appropriate.
2) In any circumstance where a permit applicant obtains an individual permit, or a
Nationwide General Permit (NWP) or other general permit verification requiring "pre -
construction notification" (PCN), or requests verification for a non -reporting NWP or
other general permit, and the permit applicant has not requested an AJD for the
activity, the permit applicant is hereby made aware that: (1) the permit applicant has
elected to seek a permit authorization based on a PJD, which does not make an
official determination of jurisdictional aquatic resources; (2) the applicant has the
option to request an AJD before accepting the terms and conditions of the permit
authorization, and that basing a permit authorization on an AJD could possibly result
in less compensatory mitigation being required or different special conditions; (3) the
applicant has the right to request an individual permit rather than accepting the terms
and conditions of the NWP or other general permit authorization; (4) the applicant can
accept a permit authorization and thereby agree to comply with all the terms and
conditions of that permit, including whatever mitigation requirements the Corps has
determined to be necessary; (5) undertaking any activity in reliance upon the subject
permit authorization without requesting an AJD constitutes the applicant's acceptance
of the use of the PJD; (6) accepting a permit authorization (e.g., signing a proffered
individual permit) or undertaking any activity in reliance on any form of Corps permit
authorization based on a PJD constitutes agreement that all aquatic resources in the
review area affected in any way by that activity will be treated as jurisdictional, and
waives any challenge to such jurisdiction in any administrative or judicial compliance
or enforcement action, or in any administrative appeal or in any Federal court; and (7)
whether the applicant elects to use either an AJD or a PJD, the JD will be processed
as soon as practicable. Further, an AJD, a proffered individual permit (and all terms
and conditions contained therein), or individual permit denial can be administratively
appealed pursuant to 33 C.F.R. Part 331. If, during an administrative appeal, it
becomes appropriate to make an official determination whether geographic
jurisdiction exists over aquatic resources in the review area, or to provide an official
delineation of jurisdictional aquatic resources in the review area, the Corps will
provide an AJD to accomplish that result, as soon as is practicable. This PJD finds
that there "may be"waters of the U.S. and/or that there "may be" navigable waters of
the U.S. on the subject review area, and identifies all aquatic features in the review
area that could be affected by the proposed activity, based on the following
information:

SUPPORTING DATA. Data reviewed for PJD (check all that apply)
Checked items should be included in subject file. Appropriately reference sources
below where indicated for all checked items:
• Maps, plans, plots or plat submitted by or on behalf of the PJD requestor:
Map:Potential Wetlands and Waters
O 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: 1:24,000 Bunn Level NC
■❑ Natural Resources Conservation Service Soil Survey. Citation: NRCS so surrey of Harnett county (1970)
❑ National wetlands inventory map(s). Cite name:
❑ State/local wetland inventory map(s):
❑ FEMA/FIRM maps:
❑ 100-year Floodplain Elevation is: .(National Geodetic Vertical Datum of 1929)
❑ Photographs: n Aerial (Name & Date): Potential Wetlands/Waters
or n Other (Name & Date):
❑ Previous determination(s). File no. and date of response letter:
❑ Other information (please specify):
IMPORTANT NOTE: The information recorded on this form has not necessarily
been verified by the Corps and should not be relied upon for later jurisdictional
determi nations.
Signature and date of
Regulatory staff member
completing PJD
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 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.

Site #
Lat
Long
Estimated Amount
of Aquatic Resource
in Review Area
Type of Aquatic Resource
Geographic
Authority
T1
35.36579
-78.83584
1,977 LF
Non -wetland water
(Intermittent)
Section 404
T2
35.36637
-78.83532
1,526 LF
Non -wetland water
(Intermittent)
Section 404
W1
35.36781
-78.83095
14.20
Wetland
Section 404

1 ierracon
USAGE/NCDWR Agent Authorization Form
__// PLC { -
Property/Site: /�� L�,A �I/YG 97
Address of Site: ,2 7 4/e _2I e
Parcel Identification Number(PIN): r — r I
Owner Information: ,,
Name: l ay /470 e/i7 }/
Address: F4c x 9
Telephone Number: 9/7
E-mail Address: 4 y 1 es G � Q> r ' C4f7/1--7
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 (Corps)
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 (WOTUS) 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.
Terracon,as designated by the current property owner, is the authorized consultant to coordinate,
schedule, and provide supplemental information to both agencies in support of this v 'fication
and/or permit application. _
Property Owne ignature: 7 �
Date: /t�l•/ �
Terracon Consultants Inc, 2401 Brentwood Road,Suite 107, Raleigh, NC 28208-3608
P.919.873-2211 F:919-873.9555 tarracon.com
Environmental ® Facilities GeotecFinical Materials

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Sources: Esri, HERE, Garmin, Intermap, increment P Corp., GEBCO, USGS, FAO, NPS, NRCAN, GeoBase, IGN, Kadk
Esri China (Hong Kong), (c) OpenStreetMar
Wade Park
0 1,000 2,000
Feet
DATA SOURCES:
USGS Topo tile base map service of The National Map
(TNM), data refreshed May 2020; Site Boundary based on
Harnett County Parcel Data.
Note: Vegetation removal or alteration of soils or hydrology
after initial site evaluation can affect jurisdictional status
and may require re-evaluation of wetland boundaries.
N
Project No:
70217527
Scale:
1:24,000
File Name:
NChwy210
Date:
October 2021
lrerracon
2401 Brentwood Road, Suite 107
Raleigh, NC 27604
Phone: [phone]
Fax: [phone]
Project Location
Wade Park
NC Highway 210 Property Delineation
Harnett County,
North Carolina
EXHIBIT
NO.
1

N
Project No:
70217527
Scale:
1:6,000
File Name:
NChwy210
Date:
October 2021
VeD
lTerracot.
2401 Brentwood Road, Suite 107
Raleigh, NC 27604
Phone: [phone]
Fax: [phone]
Bb
BnB
BnD
Ca B
Do B
No B
Ve B
Ve D
Bibb loam, frequently flooded
Blaney loamy sand, 2-8% slopes
Blaney loamy sand, 8-15% slopes
Candor sand, 0-8% slopes
Dothan loamy sand, 2-6% slopes
Norfolk loamy sand, 2-6% slopes
Vauclose gravelly loamy sand, 2-8% slopes
Vauclose gravelly loamy sand, 8-15% slopes
llllllll�
Wade Park Parcel
0
250
500
Feet
DATA SOURCES:
USGS Topo tile base map service of The National Map
(TNM), data refreshed May 2020; Site Boundary based on
Harnett County Parcel Data.
Note: Vegetation removal or alteration of soils or hydrology
after initial site evaluation can affect jurisdictional status
and may require re-evaluation of wetland boundaries.
N RCS Soils
Wade Park
NC Highway 210 Property Delineation
Harnett County,
North Carolina
EXHIBIT
NO.
2

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` 3 .: r % _ t ~• .. �, :.,, _ # Potential Tributary
4'0� - - > r x 0 300 600
_ � :, ,1 3 . ,i # Feet
{t Ada :' ic --} *k O - f _ . ec-- • -. . 11:t' • •a la .. DATA SOURCES:
- �hp�• � S� . ' • + Latest High-Resolution NC Statewide Orthoimagery,NC
h ''•tip` OneMap Server;2017;Site Boundary based on Harnett
- 9, - - - J - - f _ County Parcel Data.
•
_� label flag Length :• t ,
-- -- - - •� 'ice '::�®1588 flag label Acreage Note:Vegetation removal or alteration of soils or hydrology
- -- - - . - -. - �r' after initial site evaluation can affect jurisdictional status
_ — Ti b 389 WH/WG/WZ W1 14.202944 and may require re-evaluation of wetland boundaries.
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Project No: Potential Wetlands and Waters EXHIBIT
•gem^�� w�i� N 70217527 NO.
0, WOO ■i,���, _iri , Scale:
e Park
rto ��# , �,�'�>✓ ierracoii NC Hi hwa 210dPro Property Delineation
4�� � File Name: g y p y 3
NChwy210 Harnett County,
N � Date:� North Carolina
II 2401 Brentwood Road,Suite 107 Raleigh,NC 27604
MI Cape Fear River Basins October 2021
Phone: [phone] Fax: [phone]

NC DWQ Stream identification Form Version 4.11 Date _
: �'� Project/Site:'y �! r t�1r -
Evaluator:V
Total Points:
Stream is at least rntennittent
.1L2aperennial it x 30'
(f)
County: 'r kl £r
Stream Determination (circle one)
Ephemeral. nt Ittt Perennial
T1
r C)
Latitude: 34-t 3(y7i)
Longitude: -1 b 2., s'1 q.
Other Our n
9 Quad Name:
A. Geomo hold Subtotal =
1° Continuity of channel bed and bank
2. Sinuosity of channel along thalweg
Absent
0
o
Weak
1
1
Moderate
3
- 0)
Strong
3
3
3. In -channel structure: ex, riffle -pool, step -pool,
ripple -pool sequence
0
d?
2
3
4. Particle size of stream substrate
0
2
3
5. Active/relict floodplain
(JD
1
2
3
6. Depositional bars or benches
0
52
2
3
7. Recent alluvial deposits
0
1
Et Headcuts
0
2
3
9. Grade control
0
1
1.5
14. Natural valley
0
.5
1
1.5
11. Second or greater order channel
No =10�
Yes = 3
a artificial ditches are not rated; see discussions in manual
L!. i iyvwwy tJUULUIQI - Lilm.--1
12. Presence of Baseflow
0
ED
2
...
3
13. Iron oxidizing bacteria
_
_ 0
0
2
3
14. Leaf litters'
1
0.5
0
15. Sediment on plants or debris
0
1
1.5
16.Organic debris lines or piles
0
0.5
ID
1.5
17. Soil -based evidence of high water table?
No = 0
�
Yes t 1
t,.. DIuivyy tauuwLai - a r
18. Fibrous roots in streambed Y
)
2
1
0
19. Rooted upland plants in streambed
i '3
2
1
0
20. Macrobenthos (note diversity and abundance)
r0)
1
2
3
21. Aquatic Mollusks
`CJ
1
2
3
22. Fish
0.5
1
1.5
23. Crayfish
0.5
1
1.5
24. Amphibians
_
0.5
0.5
1
1
1.5
1.5
25. Algae!j
26. Wetland plants in streambed
FACW = 0.75; OBL = 1.5 Other =
'perennial streams may also be Identified using other methods. See p. 35 of manual.
Notes:
Sketch:

TD
NC 1)W Stream Identification Form Version 4.11
Date: CI L i
Evaluator: -t`� �. 21 �r-�j4 v
Total Points:
stream is a roast il ri z 30'
rl z 19 or porQnnie! rf 2 30
Pro)ectlSlte: Mai iarf"
County: {L(1'
-119
Latitude: 35 t (0 y
Longitude:,'' 12
Stream Determination (circle one)
Ephemeral .tnteti fiiht Perennial
Other Iyl y1 LI?V (fit
o.g. Quaid Nome:
A. Georrtof hold Subtotal =_ I I
A
Absent
Weak
Moderate
Strong
1° Continuity of channel bed and bank
0
a,/2
3
2. Sinuosity of channel along thalweg
0
1
(2
3
3. In -channel structure: ex. rifle -pool, step -pool,
ripple -pool sequence
0
%)
l%
2
3
4. Particle size of stream substrate
0
5. Acbvelrelict floodplain
0
liJ
2
r6. Depositional bars or benches
0
�1
_
2
3
7. Recent alluvial deposits
0
- 1
- 3
8. Headcuts
6
1
2
3
9. Grade control
0
1
1.5
10. Natural valley
0
1
1.5
11. Second or greater order channel
No ('0
Yes = 3
B.
•c a1 attcnes are not rated; see discus5tons In manua
Hydrology (Subtotal = � )
12. Presence of Baseflow
0
6)
2
3
13. Iron oxidizing bacteria
0
6
2
3
14. Leaf litter
1
0.5
0
15. Sediment on plants or debris
if,
1
1.5
16. Organic debris lines or piles
0
0.5
6 1.5
17. Soil -based evidence of high water table?
No = 0
Yes ri`
-
18. Fibrous roots in streambed
(
2
1
0
19. Rooted upland plants in streambed
�3
2
1
0
20. Macrobenthos (note d:versity and abundance)
-
1
2
3
21. Aquatic Mollusks
1
2
3
22. Fish
0.5
1
1.5
23. Crayfish
0.5
1
1.5
24. Amphibians
0
0,5
i
1.5
25. Algae
Qj
0.5
1
1.5
26. Wetland plants In streambed
FACW = 0.75; OBL = 1.5 Other = Pj
'perennial streams may also be identified using other methods. See p. 35 of manual.
Notes:
Sketch:

WETLAND DETERMINATION DATA FORM — Atlantic and Gulf Coastal Plain Region
Project/Site: Wade Park
Applicant/Owner: Triangle Land Partners, LLC
Investigator(s): Terracon-R. Graham
city/county: Harnett
Sampling Date: 9/8/21
State: NC Sampling Point: W1 wet
Section, Township, Range: NA
Landform (hillslope, terrace, etc.): Depression Local relief (concave, convex, none): Concave Slope (%): 0-2
Subregion (LRR or MLRA): LRR-P Lat: 35.36586 Long: -78.83609 Datum: WGS84
Soil Map Unit Name: Bibb soils, frequently flooded
NWI classification: PFO
Are climatic / hydrologic conditions on the site typical for this time of year? Yes X No (If no, explain in Remarks.)
Are Vegetation Soil or Hydrology significantly disturbed? Are "Normal Circumstances" present? Yes X No
Are Vegetation Soil or Hydrology naturally problematic? (If needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes X No
Hydric Soil Present? Yes x No
Wetland Hydrology Present? Yes x No
Is the Sampled Area
within a Wetland?
Yes X No
Remarks:
HYDROLOGY
Wetland Hydrology Indicators: Secondary Indicators (minimum of two required)
Primary Indicators (minimum of one is required; check all that apply)
Surface Soil Cracks (B6)
❑
`i
'/
❑
QSediment
❑
❑
❑
❑
❑
Surface Water (A1)
High Water Table (A2)
Saturation (A3)
Water Marks (B1)
Deposits (B2)
Drift Deposits (B3)
Algal Mat or Crust (B4)
Iron Deposits (B5)
Inundation Visible on Aerial Imagery (B7)
Water -Stained Leaves (B9)
. Aquatic Fauna (B13)
0 Marl Deposits (B15) (LRR U)
❑-r Hydrogen Sulfide Odor (C1)
LJ Oxidized Rhizospheres along Living Roots (C3)
. Presence of Reduced Iron (C4)
0 Recent Iron Reduction in Tilled Soils (C6)
Thin Muck Surface (C7)
Other (Explain in Remarks)
1 Sparsely Vegetated Concave Surface (B8)
0 Drainage Patterns (B10)
1 Moss Trim Lines (B16)
0 Dry -Season Water Table (C2)
El Crayfish Burrows (C8)
❑ Saturation Visible on Aerial Imagery (C9)
❑ Geomorphic Position (D2)
Shallow Aquitard (D3)
0 FAC-Neutral Test (D5)
El Sphagnum moss (D8) (LRR T, U)
Field Observations:
Surface Water Present? Yes No X Depth (inches): NA
Wetland Hydrology Present? Yes X No
Water Table Present? Yes X No Depth (inches): Surface
Saturation Present? Yes X No Depth (inches): Surface
(includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
US Army Corps of Engineers
Atlantic and Gulf Coastal Plain Region — Version 2.0

VEGETATION (Four Strata) - Use scientific names of plants.
Sampling Point: W1 wet
Absolute
Tree Stratum (Plot size: 30ft radius ) % Cover
1. Acer rubrum 25
Dominant Indicator
Species? Status
Yes FAC
2. Liquidambar styraciflua 30 Yes FAC
3.
4.
5.
6.
7.
8.
55 = Total Cover
50% of total cover: 27.5 20% of total cover: 11
Sapling/Shrub Stratum (Plot size: 30ft radius
1. Acer rubrum
2. Liquidambar styraciflua
3. Lindera benzoin
4.
5.
6.
7.
8.
30
25
15
Yes
Yes
Yes
FAC
FAC
FACW
70 = Total Cover
50% of total cover: 35 20% of total cover: 14
Herb Stratum (Plot size: 30ft radius
1. Lindera benzoin 15 No FACW
2. Arundinaria gigantea 30 Yes FACW
3. Woodwardia areolata 15 No OBL
4. Osmunda regalis 10 No FACW
5. Microstegium vimineum 30 Yes FAFC
6.
7.
8.
9.
10.
11.
12.
100 = Total Cover
50% of total cover: 50 20% of total cover: 20
Woody Vine Stratum (Plot size: 30ft radius
1. Smilax rotundifolia
50 Yes Fac
2.
3.
4.
5.
50 = Total Cover
50% of total cover: 25 20% of total cover: 10
Dominance Test worksheet:
Number of Dominant Species
That Are OBL, FACW, or FAC: 8 (A)
Total Number of Dominant
Species Across All Strata: 8 (B)
Percent of Dominant Species
That Are OBL, FACW, or FAC: 100 (A/B)
Prevalence Index worksheet:
Total % Cover of: Multiply by:
OBL species x 1 =
FACW species x 2 =
FAC species x 3 =
FACU species x 4 =
UPL species x 5 =
Column Totals: (A)
Prevalence Index = B/A =
(B)
Hydrophytic Vegetation Indicators:
_ 1 - Rapid Test for Hydrophytic Vegetation
x 2 - Dominance Test is >50%
_ 3 - Prevalence Index is <_3.0'
Problematic Hydrophytic Vegetation' (Explain)
'Indicators of hydric soil and wetland hydrology must
be present, unless disturbed or problematic.
Definitions of Four Vegetation Strata:
Tree - Woody plants, excluding vines, 3 in. (7.6 cm) or
more in diameter at breast height (DBH), regardless of
height.
Sapling/Shrub - Woody plants, excluding vines, less
than 3 in. DBH and greater than 3.28 ft (1 m) tall.
Herb - All herbaceous (non -woody) plants, regardless
of size, and woody plants less than 3.28 ft tall.
Woody vine - All woody vines greater than 3.28 ft in
height.
Hydrophytic
Vegetation
Present?
Yes x No
Remarks: (If observed, list morphological adaptations below).
US Army Corps of Engineers
Atlantic and Gulf Coastal Plain Region - Version 2.0

SOIL
Sampling Point: W1 wet
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth
(inches)
Matrix
Redox Features
Color (moist) % Color (moist)
0-20 2.5Y 2.5/1 100
Type' Loc2 Texture Remarks
'Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains.
Hydric Soil Indicators: (Applicable to all LRRs, unless otherwise noted.)
❑ Histosol (Al)
.❑ Histic Epipedon (A2)
.❑ Black Histic (A3)
.❑ Hydrogen Sulfide (A4)
.❑ Stratified Layers (A5)
.❑
21
.❑
.❑
.0
Organic Bodies (A6) (LRR P, T, U) fl
5 cm Mucky Mineral (A7) (LRR P, T, U) 0 Depleted Dark Surface (F7)
Muck Presence (A8) (LRR U) 0 Redox Depressions (F8)
1 cm Muck (A9) (LRR P, T) 0 Marl (F10) (LRR U)
Depleted Below Dark Surface (A11) 0 Depleted Ochric (F11) (MLRA 151)
Thick Dark Surface (Al2) fl Iron -Manganese Masses (F12) (LRR 0, P, T)
.❑ Coast Prairie Redox (A16) (MLRA 150A) fl Umbric Surface (F13) (LRR P, T, U)
.❑ Sandy Mucky Mineral (S1) (LRR 0, S) 0 Delta Ochric (F17) (MLRA 151)
0 Reduced Vertic (F18) (MLRA 150A, 150B)
0 Piedmont Floodplain Soils (F19) (MLRA 149A)
O Anomalous Bright Loamy Soils (F20) (MLRA 149A, 153C, 153D)
ML
.0 Sandy Gleyed Matrix (S4)
.❑ Sandy Redox (S5)
.0 Stripped Matrix (S6)
❑ Dark Surface (S7) (LRR P, S, T, U)
2Location: PL=Pore Lining, M=Matrix.
O Polyvalue Below Surface (S8) (LRR S, T, U)
O Thin Dark Surface (S9) (LRR S, T, U)
0 Loamy Mucky Mineral (F1) (LRR 0)
0 Loamy Gleyed Matrix (F2)
0 Depleted Matrix (F3)
Redox Dark Surface (F6)
Indicators for Problematic Hydric Soils3:
❑ 1 cm Muck (A9) (LRR 0)
_❑ 2 cm Muck (A10) (LRR S)
_❑ Reduced Vertic (F18) (outside MLRA 150A,B)
_❑ Piedmont Floodplain Soils (F19) (LRR P, S, T)
0 Anomalous Bright Loamy Soils (F20)
(MLRA 153B)
❑ Red Parent Material (TF2)
Very Shallow Dark Surface (TF12)
D Other (Explain in Remarks)
3lndicators of hydrophytic vegetation and
wetland hydrology must be present,
unless disturbed or problematic.
Restrictive Layer (if observed):
Type:
Depth (inches):
Hydric Soil Present? Yes X No
Remarks:
US Army Corps of Engineers
Atlantic and Gulf Coastal Plain Region — Version 2.0

WETLAND DETERMINATION DATA FORM — Atlantic and Gulf Coastal Plain Region
Project/Site: Wade Park
Applicant/Owner: Triangle Land Partners, LLC
Investigator(s): Terracon-R. Graham
city/county: Harnett
Sampling Date: 9/8/21
State: NC Sampling Point: W1 Up
Section, Township, Range: NA
Landform (hillslope, terrace, etc.): Hillslope Local relief (concave, convex, none): Convex
Subregion (LRR or MLRA): LRR-P
Lat: 35.36576 Long: -78.83638
Soil Map Unit Name: Bibb soils, frequently flooded
Are climatic / hydrologic conditions on the site typical for this time of year? Yes X
Are Vegetation X Soil or Hydrology significantly disturbed?
Are Vegetation Soil or Hydrology naturally problematic?
NWI classification: NA
Slope (%): 2-4
Datum: WGS84
No (If no, explain in Remarks.)
Are "Normal Circumstances" present? Yes No X
(If needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present?
Hydric Soil Present?
Wetland Hydrology Present?
Yes
Yes
Yes
No X
No X
No X
Is the Sampled Area
within a Wetland?
Yes X No
Remarks:
-clear cut
HYDROLOGY
Wetland Hydrology Indicators: Secondary Indicators (minimum of two required)
Primary Indicators (minimum of one is required; check all that apply)
Surface Soil Cracks (B6)
❑
❑
❑
❑
QSediment
❑
❑
❑
❑
❑
Surface Water (A1)
High Water Table (A2)
Saturation (A3)
Water Marks (B1)
Deposits (B2)
Drift Deposits (B3)
Algal Mat or Crust (B4)
Iron Deposits (B5)
Inundation Visible on Aerial Imagery (B7)
Water -Stained Leaves (B9)
. Aquatic Fauna (B13)
0 Marl Deposits (B15) (LRR U)
❑-r Hydrogen Sulfide Odor (C1)
LJ Oxidized Rhizospheres along Living Roots (C3)
. Presence of Reduced Iron (C4)
0 Recent Iron Reduction in Tilled Soils (C6)
. Thin Muck Surface (C7)
Other (Explain in Remarks) .❑
.❑
1 Sparsely Vegetated Concave Surface (B8)
. Drainage Patterns (B10)
1 Moss Trim Lines (B16)
0 Dry -Season Water Table (C2)
0 Crayfish Burrows (C8)
❑ Saturation Visible on Aerial Imagery (C9)
❑ Geomorphic Position (D2)
Shallow Aquitard (D3)
FAC-Neutral Test (D5)
El Sphagnum moss (D8) (LRR T, U)
Field Observations:
Surface Water Present? Yes No x Depth (inches): NA
Wetland Hydrology Present? Yes No X
Water Table Present? Yes No X Depth (inches): >20"
Saturation Present? Yes No X Depth (inches): >20"
(includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
US Army Corps of Engineers
Atlantic and Gulf Coastal Plain Region — Version 2.0

VEGETATION (Four Strata) - Use scientific names of plants.
Sampling Point: W1 Up
Tree Stratum (Plot size: 30ft radius
1.
2.
3.
4.
5.
6.
7.
8.
none
present
Absolute Dominant Indicator
% Cover Species? Status
55 = Total Cover
50% of total cover: 27.5 20% of total cover: 11
Sapling/Shrub Stratum (Plot size: 30ft radius
1. Pinus taeda
2.
3.
4.
5.
6.
7.
8.
30 Yes FAC
30 = Total Cover
50% of total cover: 15 20% of total cover: 6
Herb Stratum (Plot size: 30ft radius
1. Eupatorium capillifolium 30 Yes FACU
2. Andropogon virginicus 25 Yes FAC
3. Smilax rotundifolia 10 No FAC
4. Rubus argutus 20 Yes FACU
5.
6.
7.
8.
9.
10.
11.
12.
85 = Total Cover
50% of total cover: 42.5 20% of total cover: 17
Woody Vine Stratum (Plot size: 30ft radius
1.
2.
3.
4.
5.
= Total Cover
50% of total cover: 20% of total cover:
Dominance Test worksheet:
Number of Dominant Species
That Are OBL, FACW, or FAC: 2 (A)
Total Number of Dominant
Species Across All Strata: 4 (B)
Percent of Dominant Species
That Are OBL, FACW, or FAC: 50 (A/B)
Prevalence Index worksheet:
Total % Cover of:
Multiply by:
OBL species x 1 =
FACW species x 2 =
FAC species x 3 =
FACU species x 4 =
UPL species x 5 =
Column Totals: (A)
Prevalence Index = B/A =
(B)
Hydrophytic Vegetation Indicators:
_ 1 - Rapid Test for Hydrophytic Vegetation
_ 2 - Dominance Test is >50%
_ 3 - Prevalence Index is <_3.0'
Problematic Hydrophytic Vegetation' (Explain)
'Indicators of hydric soil and wetland hydrology must
be present, unless disturbed or problematic.
Definitions of Four Vegetation Strata:
Tree - Woody plants, excluding vines, 3 in. (7.6 cm) or
more in diameter at breast height (DBH), regardless of
height.
Sapling/Shrub - Woody plants, excluding vines, less
than 3 in. DBH and greater than 3.28 ft (1 m) tall.
Herb - All herbaceous (non -woody) plants, regardless
of size, and woody plants less than 3.28 ft tall.
Woody vine - All woody vines greater than 3.28 ft in
height.
Hydrophytic
Vegetation
Present?
Yes No X
Remarks: (If observed, list morphological adaptations below).
US Army Corps of Engineers
Atlantic and Gulf Coastal Plain Region - Version 2.0

SOIL
Sampling Point: W1 UP
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth
(inches)
Matrix
Redox Features
Color (moist) % Color (moist)
0-20 2.5Y 3/4 100
Type' Loc2 Texture Remarks
'Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains.
Hydric Soil Indicators: (Applicable to all LRRs, unless otherwise noted.)
❑ Histosol (Al)
.❑ Histic Epipedon (A2)
.❑ Black Histic (A3)
.❑ Hydrogen Sulfide (A4)
.❑ Stratified Layers (A5)
.❑
.❑
.❑
.❑
.❑
Organic Bodies (A6) (LRR P, T, U) fl
5 cm Mucky Mineral (A7) (LRR P, T, U) 0 Depleted Dark Surface (F7)
Muck Presence (A8) (LRR U) 0 Redox Depressions (F8)
1 cm Muck (A9) (LRR P, T) 0 Marl (F10) (LRR U)
Depleted Below Dark Surface (A11) 0 Depleted Ochric (F11) (MLRA 151)
Thick Dark Surface (Al2) fl Iron -Manganese Masses (F12) (LRR 0, P, T)
.❑ Coast Prairie Redox (A16) (MLRA 150A) fl Umbric Surface (F13) (LRR P, T, U)
.❑ Sandy Mucky Mineral (S1) (LRR 0, S) 0 Delta Ochric (F17) (MLRA 151)
0 Reduced Vertic (F18) (MLRA 150A, 150B)
0 Piedmont Floodplain Soils (F19) (MLRA 149A)
O Anomalous Bright Loamy Soils (F20) (MLRA 149A, 153C, 153D)
.0 Sandy Gleyed Matrix (S4)
.❑ Sandy Redox (S5)
.0 Stripped Matrix (S6)
❑ Dark Surface (S7) (LRR P, S, T, U)
2Location: PL=Pore Lining, M=Matrix.
O Polyvalue Below Surface (S8) (LRR S, T, U)
O Thin Dark Surface (S9) (LRR S, T, U)
0 Loamy Mucky Mineral (F1) (LRR 0)
0 Loamy Gleyed Matrix (F2)
0 Depleted Matrix (F3)
Redox Dark Surface (F6)
Indicators for Problematic Hydric Soils3:
❑ 1 cm Muck (A9) (LRR 0)
_❑ 2 cm Muck (A10) (LRR S)
_❑ Reduced Vertic (F18) (outside MLRA 150A,B)
_❑ Piedmont Floodplain Soils (F19) (LRR P, S, T)
0 Anomalous Bright Loamy Soils (F20)
(MLRA 153B)
❑ Red Parent Material (TF2)
U Very Shallow Dark Surface (TF12)
D Other (Explain in Remarks)
3lndicators of hydrophytic vegetation and
wetland hydrology must be present,
unless disturbed or problematic.
Restrictive Layer (if observed):
Type:
Depth (inches):
Hydric Soil Present? Yes No X
Remarks:
US Army Corps of Engineers
Atlantic and Gulf Coastal Plain Region — Version 2.0

Project No. 70217527 11erracon
caasuPing Englaeerr&5Uenests
NW N , NE E
300 330 0 30 60 90 1
• I • I • I • I • I • I • I • I • I • I • I • I • I • I • I • I • 1. • l •
® 25°NE (T) LAT: 35.382577 LON: -78.823898 ±7588ft ♦ 193ft
- ` wr- "24' V— r .--9. -,A"
a tirt *� • 1 N' T
e - ate.-V 3•; f
�.' *` 27.4 Ica ` , r \: ;'1 a
fn p ' '- -'
- -,' f', fie . n rc f 4"t
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t
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e r tom,' v _ - ', w 4 iN
4-
• '* a r , - ".4. / • k - �.� .tea 11.,
261,Au• 20z1,,11 52:10.
! �
Photograph 1: Tributary T1 upstream.
NE E I SE S
30 60 90 120 150 180
I • I • I • I • I • I • 1 • I • I • I • I • I • I • I • I • I • I • I • I
0111°E (T) LAT: 35.381716 LON: -78.825124 ±7618ft ♦ 193ft
Iv , . 5 ..710... ...,; -- ' -,'N. .- .p...7, .... ' , . ,., --:. 0,20,,, ::.....,...41111k-
-
3
- ,'
'� , .Sul ," `.,� a
P. Vr� ,
' • 4r �' . - 26 Aug 2021,..13:52:13
Photograph 2: Tributary T1 downstream.
Wade Park

lierracon
Project No. 70217527 cansulling Englmen&SOMiste
W NW lq NE E
270 300 330 ..,0 30 60 90
• I • I • I • I • I • I • I • I • I • I • I • I • I • I • I • I • I • I • I
0 359°N (T) LAT: 35 366169 LON: -78.835595 ±32ft • 181ft
•
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Photograph 3: Tributary T2 upstream.
NW N I NE E
300 330 0 30 60 90.
I . I . I . I
I • I • I • I • I e I • I • I . I . I . I • I • I • I • I . I
O 23°NE (T) LAT: 35 371429 LON: -78.836460 ±32ft • 224ft
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Photograph 4: W1 wetland.
Wade Park

Project No. 70217527 lrerraeon
funs°!ling Engineers&Scientists
NIN -~- • ,-
vig N i
NE E
330 ' 0 30 60 90 120
+t' sA l + I • I • I • I • I • I • I • I • I • I • I • I • 1 • I • I • I • 1
:'- 39°NE (T) LAT: 35.365224 LON: -78.835554 ±5.9ft ♦ 176ft
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' •• " , F :' R 07 Sep 2021. 13:26:3 •
Photograph 5: W1 wetland.
SE ; ., _• S . SW W
120 150 180 I 210 240 270
•- I - I • I -• I I • I • I • I • I • I • I I • 1 • I • I • I • I 1
* 200°S (T) LAT: 35.371279 LON: -78.835989 ±265ft ♦ 215ft
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Photograph 6: W1 wetland.
Wade Park

Project No. 70217527 11erracon
camu II,ag Eng lagers&Samiste
NE V E 1E S S
60 90 120 150 180 210
• I • I • I I • I • I • I • I • i • I I I I • I I I I • I •
.* 135°SE_ (T) LAT: 35.366876 LON: -78.833991 ±121ft ♦ 191ft
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Photograph 7: W1 wetland.
NW N I NE E
300 330 0 .0 60 90 120
• I •
I I • I • I • I • I • I • f I • I • I • I • I I I • I • I • I
•
® 29°NE (T) LAT: 35.369965 LON: -78.832095 ±6807ft ♦ 181ft
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Photograph 8: W1 wetland.
Wade Park

Project No. 70217527 1Terracon
Cunsulling Cngineeeu&Seienbsls
Nw NI NE E
70 300 330 0 1 30 60 90
I • I • I • I • I • I • I • I • I • I • I • I • I • I • I • I • I • I • I
0 4°N (T) LAT: 35.367207 LON: -78.833338 ±206ft ♦ 195ft
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Photograph 9: W1 upland.
W NW yV N NE
270 300 330 'il 0 30 6d ``4 .
I • I • I • I • I • I • I • I • I • I I • I • I • l • I • I • I • +I I ,:
® 349°N (T) LAT: 35.366722 LON: -78.835092 ±656ft ♦ 188ft
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Photograph 10: W1 upland.
Wade Park

Project No. 70217527 lrerraeon
Cunsulliog Engineerx&Scien Hsls
SE S SW W
120 150 180 2.7 240 270 300
I • I • I • I • I • I • I • I • I • I • I • I • I • I • I • I • I • I • I
210°SW (T) LAT: 35.371582 LON: -78.836479 ±13ft ♦ 228ft
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i y~'; , r . �` , 25 Aug 2b21r110:19:31
Photograph 11: View from NC-210.
Wade Park

Good evening,
Reference is made to ORM ID: SAW-2021-02335, please reference this number on any
correspondence regarding this action.
On October 26, 2021 and again on February 10, 2022, we received information from you
requesting the Wilmington District, Regulatory Division review and concur with the boundaries
of an aquatic resource delineation.
We have reviewed the information provided by you concerning the aquatic resources, and by
copy of this e-mail, are confirming that the aquatic resources delineation has been verified by
the Corps to be a sufficiently accurate and reliable representation of the location and extent of
aquatic resources within the identified review area. The location and extent of these aquatic
resources are shown on the attached delineation map, labeled: Wade Park, Potential Wetlands
and Waters; Exhibit 3, and dated October 2021 (with upland and wetland data point locations
added February 10, 2022).
At this time we are only verifying the delineation. This delineation may be relied upon for use
in the permit evaluation process, including determining compensatory mitigation. "This
verification does not address nor include any consideration for geographic jurisdiction on
aquatic resources and shall not be interpreted as such.
This delineation verification is not an Approved Jurisdictional Determination (AJD) and is not an
appealable action under the Regulatory Program Administrative Appeal Process (33 CFR Part
331). However, you may request an AJD, which is an appealable action.
If you wish to receive an Approved Jurisdictional Determination (AJD) please respond
accordingly, otherwise nothing further is required and we will not provide any additional
documentation.
Please let me know if you have any questions.
Liz
Liz Hair
Regulatory Project Manager
Wilmington District
US Army Corps of Engineers
69 Darlington Avenue
Wilmington, NC 28403
[e-mail]
Work Cell: 910-512-4456