20221730 Ver 2_Gracewood MODIFICATION PCN Attachments_20230607

PCN Attachments
1. AGENT AUTHORIZATION
2. NCDWR PRE-FILING ACKNOWLEDGEMENT
3. USGS TOPO VICINITY MAP
4. NRCS COUNTY SOIL SURVEY VICINITY MAP
5. 404 NATIONWIDE PERMIT VERIFICATION 29
6. INDIVIDUAL 401 WATER QUALITY CERTIFICATION APPROVAL
7. USACE JURISDICTIONAL DETERMINATION (PJD/AJD/CONCURRENCE
EMAIL)
8. WETLAND & STREAM DELINEATION SKETCH MAP
9. TOWN OF APEX BUFFER DETERMINATION LETTER
10.COMPENSATORY MITIGATION SOA LETTERS (2)
11.S&EC THREATENED & ENDANGERED SPECIES REPORT
12.T&E SUBMITTAL EMAIL TO USFWS
13. EXISTING CONDITIONS & PROPOSED CONDITIONS MAPS
14. IMPACT EXHIBITS & PROFILES
15. POST-DEVELOPMENT DRAINAGE AREA MAP

7•
Soil Environmental Consultants, PA
8412 Falls of Neuse Road,Suite 104,Raleigh,NC 27615•Phone:[phone](X)• Fax:[phone]
sandec.com
AGENT AUTHORIZATION
Project Name/Description: Gracewood S&EC Project# 12166
Date: /114 2.3 Z 2
The Department of the Army
U.S. Army Corps of Engineers, Wilmington District
69 Darlington Avenue
Wilmington,NC 28403
Attn: Lyle Phillips Field Office: Raleigh Regulatory Field Office
I,the undersigned,authorizes S&EC,as my agent,to act on my behalf and take all actions necessary for
the processing, issuance and acceptance of a permit or certification and any and all associated standard
and special conditions. This notification supersedes any previous correspondence concerning the agent for
this project.
PARCEL INFORMATION:
Parcel Index Number(s)(PIN): 0619392568, 0619193138, 0710302635, 0710202684&0700905674
Site Address: 4316 Old US Highway 1
City,County, State: Apex, Wake County, NC
APPLICANT INFORMATION: r
Name: Ct cod- beve4pnvAq4G.
Mailing Address: 34or 1 1 O �/7—
Telephone Number:
Email: i A 0
s:r;;w me r f-cey -9- /;PrnP&�,e L2 7 Z_
Applicant(please print)
AJ&nt Signature
We hereby certify the above information submitted in this application is true and accurate to
the best of our knowledge.

Deborah Shirley
From: Deborah Shirley
Sent: Friday, March 24, 2023 2:58 PM
To: 401 [e-mail]
Cc: Thomas, Zachary T
Subject: DWR Pre-Filing Meeting Request-Gracewood Modification
Attachments: 20221730 Ver 1-Approval Letter_20230207_Gracewood.pdf; Gracewood - Overall Site Plan.pdf
401/Zachary:
Please see the project details below and let me know if a DWR Pre-Filing Meeting is needed. Note that this is a
modification so maybe a quick call would be good to explain the details.
Contact: Deborah Shirley
Contact Email address: [e-mail]
Project Applicant: Gracewood Development Inc.-John C. Morisey III: [e-mail]
Project Name: Gracewood
Project County: Wake
Is this a Transportation Project: No
Types of Approvals Sought from DWR: WQC-4256
Types of Approvals Sought from USACE: NWP 29
Does this project have an existing project ID#?Yes, DWR#20221730
Name of staff member you would like to request a meeting with, if necessary. Zachary Thomas
Brief Description of the proposed project:
The proposed Gracewood project is located at 4316 Old US Highway 1, New Hill, Wake County, NC 27562.The project is
approximately 234 acres.The project purpose is to request a modification to an existing approved Water Quality
Certification and Nationwide Permit. See the attached updated Overall Site Plan and Individual Certification.
Thanks,
DEBORAH E. SHIRLEY
Project Manager-Regulatory Specialist
Soil & Environmental Consultants, PA
North Quarter Office Park
8412 Falls of Neuse Road, Suite 104
Raleigh, NC 27615
Office [phone]
Direct(919) 256-4512
Mobile [phone]
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Project Number: Map Title: N
12166.W13 0 1,000 2,000
Project Manager: Figure 2 - Soil Survey I I I I I I I I
SB Gracewood Feet
Scale: 1 1000' Wake County, NC
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Date: Source: Wake County Soil Soil & Environmental Consultants, PA
0 9/0 9/2 0 2 0 8412 Falk W Nwnc MO.8,01,104,Ral,jgh,NC 27615•Ph-,[phone]•F..:[phone]
Survey Sheet 81 °°d--

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW-2020-01814 County:Wake U.S.G.S.Quad:NC-New Hill
GENERAL PERMIT (REGIONAL AND NATIONWIDE)VERIFICATION
Permittee: Gracewood Development,Inc.
John Morisev III
Address: 3605 Glenwood Ave,Suite 220
Raleigh,North Carolina 27612
Size(acres) —234 acres Nearest Town Apex
Nearest Waterway UT to Little Beaver Creek River Basin Cape Fear
USGS HUC 03030002 Coordinates Latitude:35.673501
Longitude:-78.960520
Location description: The proiect site is located north of Old US 1 Hwy,east of Olive Branch Lane,and west of Horton Road in
New Hill,in Wake County,North Carolina.
Description of projects area and activity: This verification authorizes the permanent discharge of fill material within 0.015 acre
(267 linear feet)of stream channel,the permanent discharge of fill material resulting in no loss of waters within 102 linear feet
of stream channel,the temporary discharge of fill material within 69 linear feet of stream channel,and the permanent
discharge of fill material within 0.001 acre of wetlands.
Applicable Law(s): ®Section 404(Clean Water Act,33 USC 1344)
❑Section 10(Rivers and Harbors Act,33 USC 403)
Authorization: NWP 29.Residential Developments
SEE ATTACHED NWP GENERAL, REGIONAL, AND/OR SPECIAL CONDITIONS
Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the attached
Conditions,your application signed and dated 12/6/2022, and the enclosed plans. Any violation of the attached conditions or
deviation from your submitted plans may subject the permittee to a stop work order,a restoration order,a Class I administrative
penalty,and/or appropriate legal action.
This verification will remain valid until the expiration date identified below unless the nationwide and/or regional general permit
authorization is modified,suspended or revoked. If,prior to the expiration date identified below,the nationwide and/or regional general
permit authorization is reissued and/or modified,this verification will remain valid until the expiration date identified below,provided
it complies with all requirements of the modified nationwide permit. If the nationwide and/or regional general permit authorization
expires or is suspended, revoked, or is modified, such that the activity would no longer comply with the terms and conditions of the
nationwide permit,activities which have commenced(i.e.,are under construction)or are under contract to commence in reliance upon
the nationwide and/or regional general permit,will remain authorized provided the activity is completed within twelve months of the
date of the nationwide and/or regional general permit's expiration,modification or revocation,unless discretionary authority has been
exercised on a case-by-case basis to modify,suspend or revoke the authorization.
Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality Certification. You
should contact the NC Division of Water Resources(telephone [phone])to determine Section 401 requirements.
For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area Management Act(LAMA),prior
to beginning work you must contact the N.C.Division of Coastal Management Morehead City,NC,at(252)808-2808.
This Department of the Army verification does not relieve the permittee of the responsibility to obtain any other required Federal, State
or local approvals/permits. If there are any questions regarding this verification, any of the conditions of the Permit, or the Corps of
Engineers regulatory program,please contact George Lyle Phillips III at(919)588-9200 or George.L.Phillips(ausace.armv.mil.
Corps Regulatory Official: �t�qe-L�(10-P�lid Date: 2/14/2023
Expiration Date of Verification: 3/14/2026

The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we
continue to do so,please complete the Customer Satisfaction Survey located at
http://corpsmapu.usace.army.mil/cm_apex/Vp=13 6:4:0
Copy furnished: Zack Thomas/NCDEQ-DWR/3800 Barrett Drive,Raleigh,NC 27609

Action ID Number: SAW-2020-01814 County: Wake
Permittee: Gracewood Development, Inc., John Morisey III
Project Name: Gracewood
Date Verification Issued: 2/14/2023
Project Manager: George Lyle Phillips III
Upon completion of the activity authorized by this permit and any mitigation required by the permit,
sign this certification and return it to the following address:
US ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Attn: George Lyle Phillips III
Raleigh Regulatory Office
U.S Army Corps of Engineers
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
or
[e-mail]
Please note that your permitted activity is subject to a compliance inspection by a U. S. Army Corps of
Engineers representative. Failure to comply with any terms or conditions of this authorization may
result in the Corps suspending, modifying or revoking the authorization and/or issuing a Class I
administrative penalty, or initiating other appropriate legal action.
I hereby certify that the work authorized by the above referenced permit has been completed in
accordance with the terms and condition of the said permit, and required mitigation was completed in
accordance with the permit conditions.
Signature of Permittee Date

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BURIED 0.8'FOR (� Q
260 AQUATIC PASSAGE 260
w = wco a-
H
a
8"DIP SS - a
255 1)f-956 1 255 p
RIPRAP TO MATCH
D50=8 DMAx=12" EXISTING CHANNEL Lu
12'(W)x 24'(L) GEOMETRY LL
18"THICK CLASS B LL
250 STONE RIPRAP 250 D
Ca
� 1 CP
0 o am ai 00 00
CoLn
Co CN N N CV
10+00.00 10+50.00 11+00.00 11+501M9.13 12/05/2022
IMPACT AREA 3 SHEET
VERTICAL SCALE: 1"=6'
HORIZONTAL SCALE: 1"=30'
30' 0 30' 60' 12
SCALE: 1" = 30'

Previously Authorized Impact Map Set
M PACT TOTALS 1
\ \ \ \ 1 \ �, �► S I ZONE 1 IMPACT 6,147 SF
\ \ s ZONE 2 IMPACT 3,117 SF CE GROUP
\ \ PERMANENT STREAM IMPACT 175 SF 71 LF
PERMANENT STREAM IMPACT NO LOSS 154 SF 33 LF RALEIGHNC 301 GLENWOODAV0 220
PHONE:919-367�8790
TEMPORARY STREAM IMPACT 55 SF 10 LF FAX.-919-322-0032
RIPRAP TO MATCH EXISTING CHANNEL GEOMETRY
AL AL www.cegroupinc.com
TEMPORARY BYPASS BERM WITH TEMPORARY BYPASS
II PUMPING FOR PIPE INSTALLATION License#C-1 739
\ _ D50=10"DMAX=15" \ \ \ \
12'(W)x 32'(L) \ I I \
WETLAND 17 T 22'5"THICK CLASS 1 \ \ \ \ I
STONE RIPRAP )
ZONE 2 IMPACT fT
1,358SF \ ZONE 1 BUFFER IMPACT
NORTH PERMIENTSTREAM
MPACT NO LOSS \
(RIPRAP)154 SF' \ \ A
)\ \ ZONE 1 IMPACT �\ \ \\ \ ZONE 2 BUFFER IMPACT O W
\ 1 \ y 3,236 SF
PROPOSED LIMITS \ Q
PROPOSED LIMITS
OF DISTURBANCE
OF DISTURBANCE � \ TEMPORARY STREAM IMPACT 2 Z (�
ZONE1IMPACT \ Q
ZONE 2 IMPACT ,L \ 2,911 SF I Lu
A rr ll
`F \ � \ \ STREAM IMPACT V Q
PERMAN VA ENT STREAM
' --r IMPACT 175 SFLU
� 0� (1)48"RCP \ wLL
INV.IN=263.40 \\ \\\�
INV.OUT=262.55 \ \\\ \ STREAM IMPACT NO LOSS (RIP RAP) ` Cal
STREAM G V
o \
y TEMPORARY STREAM IMPACT V�
\ \ ! CONSTRUCTION/BYPASS BERM 10 LF/55 SF *
12/05/2022
_ &
SHEET
30' 0 30' 60' 13
SCALE: 1" = 30'

Previously Authorized Impact Map Set
CE GROUP
301 GLENWOOD AVE.220
RALEIGH,NC 27603
PHONE:[phone]
FAX.•919-322-0032
8"WATER MAIN FORCEMAIN
MODULAR BLOCK MODULAR BLOCK www.cegroupinc.com
RETAINING WALL RETAINING WALL
License#C-1739
280 280
RIPRAP TO MATCH
EXISTING CHANNEL
EXISTING STREAM GEOMETRY
275 BURIED 0.8'FOR 275 W
AQUATIC PASSAGE
J
LL
0
270 R2 9
262.55 270 O
0"DMnx=15"- a
12 (W)x 32'(L) O
FE7
22.5"THICK CLASS 1 Q Q
STONE RIPRAP W
67 LF 48"RCP = Z a/
265 ` 265 c� Q
� � a
260 260 p
INV=260.64
r LL
LLLL
255 255 m
co Cn
ll? C9
Mco MM
co N co co
10+00.00 10+50.00 11+00.00 11+23.26 112/05/2022
IMPACT AREA 4 SHEET
VERTICAL SCALE: 1"=6'
HORIZONTAL SCALE: 1"=30'
30' 0 30' 60' 14
SCALE: 1" = 30'

Previously Authorized Impact Map Set
J
/ ZONE 2 IMPACT j / IMPACT TOTALS1!
40 . / - ZONE 1 IMPACT
NORTH � � � � � � � I � CE GROUP
TEMPORARY ZONE 1 IMPACT
s ( I TEMPORARY ZONE 2 IMPACT 301 GLENWOOD AVE.220RALEIGH,NC 27603
PHONE:[phone]
PERMANENT STREAM IMPACT FAX.-919-322-0032
PERMANENT STREAM IMPACT NO LOSS
I I I I \ I TEMPORARY STREAM IMPACT www.cegroupinc.com
\ S I PERMANENT WETLAND IMPACT 51 SF 17 LF License#C-1739
RIPRAP TO MATCH EXISTING CHANNEL GEOMETRY
90
TEMPORARY BYPASS BERM WITH TEMPORARY BYPASS
PUMPING FOR PIPE INSTALLATION
71—
ss 1 I �T
WETLAND IMPACT
Q Q
w
� Lu
::) <
, _ o
i� o CL
I
PERMANENT WETLAND —
\ IMPACT 51 SF
12/05/2022
l
SHEET
30' 0 30' 60' 15
SCALE: 1" = 30'

Previously Authorized Impact Map Set
CE GROUP
PUMP—AROUND PRACTICE 301 GLENWOOD AVE.220
PUMP— AROUND PRACTICE DESCRIPTION: RALEIGH,NC 27603
PHONE:[phone]
The work should consist of installing a temporary pump around FAX.-919-322-0032
PLAN VIEW and supporting measures to divert flow around in—stream construction sites.
IMPLEMENTATION SEQUENCE:
Silt Bag as shown www.cegroupinc.com
in detail 3.25. Sediment control measures, pump—around practices, and associated channel and bank
stream construction should be completed in the following sequence (refer to Detail 2/SEl): License#C-1739
diversion pumps
1 Construction should not begin until all sediment and erosion control measures
have been installed and approved by the engineer and the sediment control inspector.
discharge hoses The contractor should stay within the limits of the disturbance as shown on the plans
P Intake and minimize disturbance within the work area whenever possible.
dewatering pump 2 Upon installation of all sediment control measures and approval by the sediment
P control inspector, the contractor should begin work at the upstream
section and proceed downstream beginning with the establishment of stabilized construction
i A A entrances. In some cases, work may begin downstream if appropriate. The sequence of
construction must be followed unless the contractor gets written approval for deviations
hose from the engineer or local authority. Work should not be conducted in the channel during
flow flow rain events.
INTAKE HOSE
3 Sandbag dikes should be situated at the upstream and downstream ends of the work
clean water dike area as shown on the plans, and stream flow should be pumped around the work area.
sediment dike The pump should discharge onto a stable velocity dissipater made of riprap.
4 Excavated topsoil and subsoil should be kept separate, placed on the upland side of
the excavation, and replaced in their natural order. O
sump—hole Q
pool 5 All construction should take place during stream low flows. The length of construction `
pumps should discharge or timeshould b limited t i f 2 d f h i e meo a maximum of or each crossing.
r
onto a stable velocity WORK AREA (12" to 18" deepO � W
dissi ator made of ripra LENGTH NOT TO EXCEED w/ 2' diameter) Q
p p THAT WHICH CAN BE 6 Water from the work area should be pumped to a dewatering bag as shown in detail 3.25. ` Q
COMPLETED IN ONE DAY The measure should be located S U
such that the water drains back into the channel below the downstream sandbag dike. = Z f11
SECTION A—A 7 Traversing a channel reach with equipment within the work area where no work is proposed _ Z
should be avoided. If equipment has to traverse such a reach for access to another area, w
then timber mats or similar measures should be used to minimize disturbance to the channel.
Temporary stream crossings should be used only when necessary and only where noted on the W
impervious sheeting plans or specified. ::) Q
\\� 8 All stream restoration measures should be installed as indicated by the plans and all 0 Q
banks graded in accordance with the grading plans and typical cross—sections. All grading "'VVV O
2 work area base flow + 1 foot must be stabilized at the end of each day with seed and mulch or seed and matting as A/
SE1 \\%p\ (2 foot minimum) specified on the plans. w 1 1
'�nY//� /AY Avrrnv r A�/.(`V/.�\V/.���' W
9 After an area is completed and stabilized, the clean water dike should be removed. Q
After the first sediment flush, a new clean water dike should be established upstream
CrOSS S2CfI0n Of sandbag dike
from the old sediment dike. Finally, upon establishment of a new sediment dike below
the old one, the old sediment dike should be removed.
10 The contractor is responsible for providing access to and maintaining all erosion
and sediment control devices until the sediment control inspector approves their removal.
PUMP AROUND PRACTICE
12/05/2022
SHEET

DocuSign Envelope ID:3993059E-998B-4850-B858-B4D640E257C9
F*l stare
ROY COOPER
Governor
ELIZABETH S.BISER =n* a
Secretory ° QUM
RICHARD E.ROGERS,JR. NORTH CAROLINA
Director Environmental Quality
February 7,2023
DWR#20221730
Wake County
Gracewood Development,Inc.
Attn: John C.Morisey III
3605 Glenwood Ave., Suite 220
Raleigh,NC 27612
(via email iacke,communioXproperties.com)
Subject: Approval of Individual 401 Water Quality Certification
Gracewood
USACE Action ID.No. SAW-2020-01814
Dear Mr.Morisey:
Attached hereto is a copy of Certification No. 5638 issued to John C.Morisey III and Gracewood
Development,Inc.,dated February 7,2023.This approval is for the purpose and design described in your
application.The plans and specifications for this project are incorporated by reference as part of this Water
Quality Certification. If you change your project,you must notify the Division and you may be required to
submit a new application package with the appropriate fee. If the property is sold,the new owner must be
given a copy of this Certification and is responsible for complying with all conditions. [15A NCAC 02H
.0507(d)(2)].
This Water Quality Certification does not relieve the permittee of the responsibility to obtain all other
required Federal, State,or Local approvals before proceeding with the project,including those required
by,but not limited to, Sediment and Erosion Control,Non-Discharge,Water Supply Watershed, and
Trout Buffer regulations.
This Water Quality Certification neither grants nor affirms any property right,license,or privilege in any
lands or waters,or any right of use in any waters. This Water Quality Certification does not authorize any
person to interfere with the riparian rights,littoral rights,or water use rights of any other person and does
not create any prescriptive right or any right of priority regarding any usage of water. This Water Quality
Certification shall not be interposed as a defense in any action respecting the determination of riparian or
littoral rights or other rights to water use. No consumptive user is deemed by virtue of this Water Quality
Certification to possess any prescriptive or other right of priority with respect to any other consumptive
user.
Upon the presentation of proper credentials,the Division may inspect the property.
This Water Quality Certification shall expire on the same day as the expiration date of the corresponding
Section 404 Permit. The conditions shall remain in effect for the life of the project,regardless of the
expiration date of this Water Quality Certification.
Non-compliance with or violation of the conditions herein set forth may result in revocation of this Water
Quality Certification for the project and may also result in criminal and/or civil penalties.
p North Carolina Department of Environmental Quality I Division of Water Resources
Raleigh Regional Office I 3800 Barrett Drive I Raleigh,North Carolina 27609
NORTH CAROL NA 919.791.4200
oros.mea m�rome�i ou.i�

DocuSign Envelope ID:3993059E-998B-4850-B858-B4D640E257C9 Gracewood
DWR#20221730
Individual Certification#WQC005638
Page 2 of 15
If you are unable to comply with any of the conditions of this Water Quality Certification you must notify
the Raleigh Regional Office within 24 hours(or the next business day if a weekend or holiday)from the
time the permittee becomes aware of the circumstances.
The permittee shall report to the Raleigh Regional Office any noncompliance with, and/or any violation
of, stream or wetland standards [15A NCAC 02B .0200] including but not limited to sediment impacts to
streams or wetlands. Information shall be provided orally within 24 hours(or the next business day if a
weekend or holiday) from the time the permittee became aware of the non-compliance circumstances.
This approval and its conditions are final and binding unless contested [G.S. 143-215.5].
This Certification can be contested as provided in Chapter 150B of the North Carolina General Statutes by
filing a Petition for a Contested Case Hearing (Petition)with the North Carolina Office of Administrative
Hearings(OAH)within sixty(60)calendar days.Requirements for filing a Petition are set forth in Chapter
150B of the North Carolina General Statutes and Title 26 of the North Carolina Administrative Code.
Additional information regarding requirements for filing a Petition and Petition forms may be accessed at
ht!p://www.ncoah.com'or by calling the OAH Clerk's Office at(919)431-3000.
One (1) copy of the Petition must also be served to the North Carolina Department of Environmental
Quality:
William F. Lane,General Counsel
Department of Environmental Quality
1601 Mail Service Center
Raleigh,NC 27699-1601
If the party filing the Petition is not the permittee,then the party must also serve the recipient of the
Certification in accordance with N.C.G.S 15013-23(a).
This letter completes the Division's review under section 401 of the Clean Water Act and 15A NCAC
02H.0500. Please contact Zach Thomas at 919-791-4255 or zachary.thomas&ncdenr.gov if you have any
questions or concerns.
Sincerely,
DocuSigned by:
f,
Uaan c.SSa �Lcun lit�, Fov
82916E6AB32144F...
Scott Vinson,Regional Supervisor
Water Quality Regional Operations Section
Raleigh Regional Office
Division of Water Resources,NCDEQ
cc: Deborah Shirley, S&EC(via email: dshirley&sandec.com)
Lyle Phillips,USACE Raleigh Regulatory Field Office(via email)
Gabriela Garrison,NC Wildlife Resources Commission(via email)
DWR 401 &Buffer Permitting Branch Electronic file
North Carolina Department of Environmental Quality I Division of Water Resources
Raleigh Regional Office I 3800 Barrett Drive I Raleigh,North Carolina 27609
Noa1H cnao�iw. i 919.791.4200
oeMmem. �mai uaim\ ��

DocuSign Envelope ID:3993059E-998B-4850-B858-B4D640E257C9 Gracewood
DWR#20221730
Individual Certification#WQC005638
Page 3 of 15
NORTH CAROLINA 401 WATER QUALITY CERTIFICATION
CERTIFICATION 45638 is issued in conformity with the requirements of Section 401, Public
Laws 92-500 and 95-217 of the United States and subject to North Carolina's Regulations in 15
NCAC 021-1 .0500 and 15A NCAC 0213 .0200, to John C. Morisey III and Gracewood
Development, Inc., who have authorization for the impacts listed below, as described within your
application received by the N.C. Division of Water Resources (Division) on December 6, 2022,
and payment received December 9, 2022.
The State of North Carolina certifies that this activity will comply with water quality
requirements and the applicable portions of Sections 301, 302, 303, 306, 307 of the Public
Laws 92-500 and PL 95-217 if conducted in accordance with the application, the supporting
documentation, and conditions hereinafter set forth.
The following impacts are hereby approved. No other impacts are approved, including
incidental impacts. [15A NCAC 02H .0506(b)]
Type of Impact Amount Approved Amount Mitigation
Permanent Approved Amount Required
Temporary
Riparian Wetlands
W1: Fill 0.001 acres 0 acres 0 credits
Intermittent Streams
S1: Road Crossing—Culvert 84 linear feet 0 linear feet 0 credits
S2: Road Crossing— Riprap 40 linear feet 0 linear feet 0 credits
S3: Construction Access 0 linear feet 12 linear feet 0 credits
S4: Utility Crossing 0 linear feet 37 linear feet 0 credits
S5: Road Crossing—Culvert 112 linear feet 0 linear feet 0 credits
S6: Road Crossing— Riprap 29 linear feet 0 linear feet 0 credits
S7: Construction Access 0 linear feet 10 linear feet 0 credits
S8: Road Crossing—Culvert 71 linear feet 0 linear feet 0 credits
S9: Road Crossing— Riprap 33 linear feet 0 linear feet 0 credits
S10: Construction Access 0 linear feet 10 linear feet 0 credits
This approval requires you to follow the conditions listed in the certification below:
CONDITIONS OF CERTIFICATION [15A NCAC 02H .0507(c)]:
1) Erosion and Sediment Control:
Appropriate measures should be installed prior to any land clearing activities to protect wetlands,
streams, and/or buffers from turbidity and/ or sedimentation. These measures should be
routinely inspected, and properly maintained, and excavated materials should be contained
outside wetland, stream, and/or buffer boundaries. Excessive silt and sediment loads can have
numerous detrimental effects on aquatic resources including destruction of spawning habitat,
t North Carolina Department of Environmental Quality I Division of Water Resources
D � j) Raleigh Regional Office I 3800 Barrett Drive I Raleigh,North Carolina 27609
Noa1H CAROLINA i �J 919.791.4200

DocuSign Envelope ID:3993059E-998B-4850-B858-B4D640E257C9 Gracewood
DWR#20221730
Individual Certification#WQC005638
Page 4 of 15
suffocation of eggs, and clogging of gills of aquatic species. Citation: 15A NCAC 02H.0506
(b)(1) and(2)
Justification: Surface water quality standards require that conditions of waters be suitable for
all best uses provided for in state rule (including, at minimum: aquatic life propagation,
survival, and maintenance of biological integrity, wildlife, secondary contact recreation,
agriculture); and that activities must not cause water pollution that precludes any best use on a
short-term or long-term basis.
2) Stormwater Management Plan and Buffer Authorization:
The Permittee shall secure an approved stormwater management plan (SMP) and buffer
authorization from the appropriate locally delegated government programs before any impacts
authorized in this certification occur.
Citation: 15A NCAC 02H.0506; 15A NCAC 02H.0507(c)
Justification: Surface water quality standards require that conditions of waters be suitable for
all best uses provided for in state rule (including, at minimum: aquatic life propagation,
survival, and maintenance of biological integrity; wildlife;secondary contact recreation;
agriculture); and that activities must not cause water pollution that precludes any best use on a
short-term or long-term basis.
3) If this Water Quality Certification is used to access residential, commercial or industrial building
sites, then all parcels owned by the permittee that are part of the single and complete project
authorized by this Certification must be buildable without additional impacts to streams or
wetlands.
Citation: 15A NCAC 02H.0502(a);15A NCAC 02H.0506(b); 15A NCAC 02H.0507(c)
Justification:A project that affects waters shall not be permitted unless the existing uses, and
the water quality to protect such uses, are protected. In determining that the proposed activity
will comply with state water quality standards (including designated uses, numeric criteria,
narrative criteria and the state's antidegradation policy), the Division must evaluate if the
activity has avoided and minimized impacts to waters, would cause or contribute to a violation of
standards or would result in secondary or cumulative impacts
4) For road construction purposes, this Certification shall only be utilized from natural high ground
to natural high ground.
Citation: 15A NCAC 02H.0502(a);15A NCAC 02H.0506(b); 15A NCAC 02H.0507(c)
Justification:A project that affects waters shall not be permitted unless the existing uses, and the
water quality to protect such uses, are protected. In determining that the proposed activity will
comply with state water quality standards (including designated uses, numeric criteria, narrative
criteria and the state's antidegradation policy), the Division must evaluate if the activity has
avoided and minimized impacts to waters, would cause or contribute to a violation ofstandards
or would result in secondary or cumulative impacts.
5) Deed notifications or similar mechanisms shall be placed on all lots/parcels with retained
North Carolina Department of Environmental Quality I Division of Water Resources
Raleigh Regional Office I 3800 Barrett Drive I Raleigh,North Carolina 27609
Noa1H cnao�iw. i 919.791.4200
oeMmem. �mai uaim\ ��

DocuSign Envelope ID:3993059E-998B-4850-B858-B4D640E257C9 Gracewood
DWR#20221730
Individual Certification#WQC005638
Page 5 of 15
jurisdictional wetlands,waters, and state regulated riparian buffers within the project boundaries
in order to assure compliance with NC Water Quality Certification Rules (15A NCAC 02H
.0500),NC Isolated Wetland Rules (15A NCAC 02H .1300), and/or State Regulated Riparian
Buffer Rules (15A NCAC 02B .0200). These mechanisms shall be put in place at the time of
recording of the property or individual parcels,whichever is appropriate.
Citation: 15A NCAC 02H.0502(a);15A NCAC 02H.0506(b); 15A NCAC 02H.0507(c)
Justification:A project that affects waters shall not be permitted unless the existing uses, and the
water quality to protect such uses, are protected. In determining that the proposed activity will
comply with state water quality standards (including designated uses, numeric criteria, narrative
criteria and the state's antidegradation policy), the Division must evaluate if the activity has
avoided and minimized impacts to waters, would cause or contribute to a violation ofstandards
or would result in secondary or cumulative impacts.
6) For all dam removal projects meeting the definition under G.S. 143-215.25 and requirements
under G.S. 143-215.27 of a professionally supervised dam removal, the applicant shall provide
documentation that any sediment that may be released has similar or lower level of
contamination than sediment sampled from downstream of the dam in accordance with Session
Law 2017-145.
Citation: 15A NCAC 02H.0502; 15A NCAC 02H.0506(b); 15A NCAC 02H.0507(c); 15A
NCACO2B.0200; S.L. 2017-145
Justification:A project that affects waters shall not be permitted unless the existing uses, and the
water quality to protect such uses, are protected. In determining that the proposed activity will
comply with state water quality standards (including designated uses, numeric criteria, narrative
criteria and the state's antidegradation policy), the Division must evaluate if the activity has
avoided and minimized impacts to waters, would cause or contribute to a violation ofstandards
or would result in secondary or cumulative impacts.
7) If this Water Quality Certification is used for utility related impacts, then the following Activity
Specific Conditions shall apply to those impacts.
a) All sewer lines shall be designed, constructed and maintained in accordance with Title 15A
NCAC Chapter 02T, applicable Minimum Design Criteria(MDC), and/or Alternative Design
Criteria.
Citation: 15A NCAC 02H.0506(b); 15A NCAC 02H.0507(c)
Justification: The referenced Minimum Design criteria and 02T rules were adopted to ensure
that conditions of waters be suitable for all best uses provided for in state rule
(including, at minimum: aquatic life propagation, survival, and maintenance of biological
integrity; wildlife:secondary contact recreation: agriculture); and that activities must not
cause water pollution that precludes any best use on a short-term or long-term basis.
b) Any utility construction corridor that is parallel to a stream or open water shall not be closer
than 10 feet to the top of bank or ordinary high-water mark.
Citation: 15A NCAC 02H.0506(b); 15A NCAC 02H.0507(c)
North Carolina Department of Environmental Quality I Division of Water Resources
Raleigh Regional Office I 3800 Barrett Drive I Raleigh,North Carolina 27609
Noa1H cnao�iw. i 919.791.4200
oeMmem. �mai uaim\ ��

DocuSign Envelope ID:3993059E-998B-4850-B858-B4D640E257C9 Gracewood
DWR#20221730
Individual Certification#WQC005638
Page 6 of 15
Justification:A project that affects waters shall not be permitted unless the existing uses, and
the water quality to protect such uses, are protected. In determining that the proposed
activity will comply with state water quality standards (including designated uses, numeric
criteria, narrative criteria and the state's antidegradation policy), the Division must evaluate
if the activity has avoided and minimized impacts to waters, would cause or contribute to a
violation ofstandards or would result in secondary or cumulative impacts.
c) Where there are temporary or permanent impacts from stream crossings, utility lines shall
cross the stream channel at a near-perpendicular direction (i.e., between 75 degrees and 105
degrees to the stream bank).
Citation: 15A NCAC 02H.0506(b); 15A NCAC 02H.0507(c)
Justification:A project that affects waters shall not be permitted unless the existing uses, and
the water quality to protect such uses, are protected. In determining that the proposed
activity will comply with state water quality standards (including designated uses, numeric
criteria, narrative criteria and the state's antidegradation policy), the Division must evaluate
if the activity has avoided and minimized impacts to waters, would cause or contribute to a
violation ofstandards or would result in secondary or cumulative impacts.
d) Construction corridors in wetlands and/or across stream channels shall be minimized to the
maximum extent practicable and shall not exceed 40 feet wide for utility lines.
For construction corridors in wetlands and across stream channels, stumps shall be grubbed
only as needed to install the utility and remaining stumps shall be cut off at grade level. The
general stripping of topsoil within wetlands along the construction corridor is prohibited.
Citation: 15A NCAC 02H.0506(b); 15A NCAC 02H.0507(c)
Justification:A project that affects waters shall not be permitted unless the existing uses, and
the water quality to protect such uses, are protected. In determining that the proposed
activity will comply with state water quality standards (including designated uses, numeric
criteria, narrative criteria and the state's antidegradation policy), the Division must evaluate
if the activity has avoided and minimized impacts to waters, would cause or contribute to a
violation ofstandards or would result in secondary or cumulative impacts.
e) Permanent maintained access corridors in wetlands and across stream channels shall be
restricted to the minimum width practicable and shall not exceed 30 feet wide except at
manhole locations.
Citation: 15A NCAC 02H.0506(b); 15A NCAC 02H.0507(c)
Justification:A project that affects waters shall not be permitted unless the existing uses, and
the water quality to protect such uses, are protected. In determining that the proposed
activity will comply with state water quality standards (including designated uses, numeric
criteria, narrative criteria and the state's antidegradation policy), the Division must evaluate
if the activity has avoided and minimized impacts to waters, would cause or contribute to a
violation ofstandards or would result in secondary or cumulative impacts.
f) For all utility lines constructed within wetlands, an anti-seep collar shall be placed at the
North Carolina Department of Environmental Quality I Division of Water Resources
Raleigh Regional Office I 3800 Barrett Drive I Raleigh,North Carolina 27609
Noa1H cnao�iw. i 919.791.4200
oeMmem. �mai uaim\ ��

DocuSign Envelope ID:3993059E-998B-4850-B858-B4D640E257C9 Gracewood
DWR#20221730
Individual Certification#WQC005638
Page 7 of 15
downstream (utility line gradient)wetland boundary and every 150 feet up the gradient until
the utility exits the wetland. Anti-seep collars may be constructed with class B concrete,
compacted clay, PVC pipe, or metal collars. Wetland crossings that are directionally drilled,
and perpendicular wetland crossings that are open cut and less than 150 feet long do not
require anti-seep collars. The compacted clay shall have a specific infiltration of 1 X 10-5
cm/sec or less. See Water Quality General Certification No. 4256 for a section and plan view
diagram for the anti-seep collars.
The following specifications shall apply to class B concrete:
i) Minimum cement content, sacks per cubic yard with rounded coarse aggregate 5.0
ii) Minimum cement content, sacks per cubic yard with angular coarse aggregate 5.5
iii) Maximum water-cement ratio gallons per sack 6.8
iv) Slump range 2" to 4"
v) Minimum strength - 28-day psi 2,500
Citation: 15A NCAC 02H.0506(b); 15A NCAC 02H.0507(c)
Justification:A project that affects waters shall not be permitted unless the existing uses, and
the water quality to protect such uses, are protected. In determining that the proposed
activity will comply with state water quality standards (including designated uses, numeric
criteria, narrative criteria and the state's antidegradation policy), the Division must evaluate
if the activity has avoided and minimized impacts to waters, would cause or contribute to a
violation ofstandards or would result in secondary or cumulative impacts.
g) The permittee shall have a specific plan for restoring wetland contours to pre-construction
conditions. Any excess material will be removed to a high ground disposal area.
The mixing of topsoil and subsoils within the wetlands along utility corridors shall be
minimized to the greatest extent practical. During excavation, the soils shall be placed on
fabric to minimize impacts whenever possible. Topsoil excavated from utility trenches will
be piled separately from subsoils and will be backfilled into the trench only after the subsoils
have been placed and compacted.
Citation: 15A NCAC 02H.0506(b); 15A NCAC 02H.0507(c)
Justification:A project that affects waters shall not be permitted unless the existing uses, and
the water quality to protect such uses, are protected. In determining that the proposed
activity will comply with state water quality standards (including designated uses, numeric
criteria, narrative criteria and the state's antidegradation policy), the Division must evaluate
if the activity has avoided and minimized impacts to waters, would cause or contribute to a
violation ofstandards or would result in secondary or cumulative impacts.
8) The permittee shall report to the DWR Raleigh Regional Office any noncompliance with, and/or
any violation of, stream or wetland standards [15A NCAC 02B .0200], including but not limited
to sediment impacts to streams or wetlands. Information shall be provided orally within 24 hours
(or the next business day if a weekend or holiday) from the time the permittee became aware of
the non-compliance circumstances.
Citation: 15A NCAC 02H.0506(b); 15A NCAC 02H.0507(c)
North Carolina Department of Environmental Quality I Division of Water Resources
Raleigh Regional Office I 3800 Barrett Drive I Raleigh,North Carolina 27609
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Justification: Timely reporting of non-compliance is important in identify ing and minimizing
detrimental impacts to water quality and avoiding impacts due to water pollution that precludes
any best use on a short-term or long-term basis.
9) No waste, spoil, solids, or fill of any kind shall occur in wetlands or waters beyond the footprint
of the approved impacts (including temporary impacts).
Citation: 15A NCAC 02H.0506; 15A NCAC 02H.0507(c)
Justification: Surface water quality standards require that conditions of waters be suitable for
all best uses provided for in state rule (including, at minimum: aquatic life propagation,
survival, and maintenance of biological integrity; wildlife;secondary contact recreation;
agriculture); and that activities must not cause water pollution that precludes any best use on a
short-term or long-term basis.
10)All activities shall be in compliance with any applicable State Regulated Riparian Buffer Rules
in Chapter 2B of Title 15A in the North Carolina Administrative Code.
Citation: 15A NCAC 02H.0506(b); 15A NCAC 02H.0507(c)
Justification: The referenced Riparian Buffer rules were adopted to address water quality
impairments and further protect existing uses.
11)When applicable, all construction activities shall be performed and maintained in full compliance
with G.S. Chapter 113A Article 4 (Sediment and Pollution Control Act of 1973). Regardless of
applicability of the Sediment and Pollution Control Act, all projects shall incorporate appropriate
Best Management Practices for the control of sediment and erosion so that no violations of state
water quality standards, statutes, or rules occur.
Design, installation, operation, and maintenance of all sediment and erosion control measures
shall be equal to or exceed the requirements specified in the most recent version of the North
Carolina Sediment and Erosion Control Manual, or for linear transportation projects,the North
Caroline Department of Transportation Sediment and Erosion Control Manual.
All devices shall be maintained on all construction sites, borrow sites, and waste pile (spoil)
sites, including contractor-owned or leased borrow pits associated with the project. Sufficient
materials required for stabilization and/or repair of erosion control measures and stormwater
routing and treatment shall be on site at all times.
For borrow pit sites, the erosion and sediment control measures shall be designed, installed,
operated, and maintained in accordance with the most recent version of the North Carolina
Surface Mining Manual. Reclamation measures and implementation shall comply with the
reclamation in accordance with the requirements of the Sedimentation Pollution Control Act and
the Mining Act of 1971.
Citation: 15A NCAC 02H.0506(b); 15A NCAC 02H.0507(c); 15A NCACO2B.0200; 15A
NCAC 02B.0231
Justification:A project that affects waters shall not be permitted unless the existing uses, and the
water quality to protect such uses, are protected. Activities must not cause water pollution that
precludes any best use on a short-term or long-term basis. As cited in Stream Standards: (12)
Oils, deleterious substances, or colored or other wastes: only such amounts as shall not render
North Carolina Department of Environmental Quality I Division of Water Resources
Raleigh Regional Office I 3800 Barrett Drive I Raleigh,North Carolina 27609
Noa1H cnao�iw. i 919.791.4200
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DocuSign Envelope ID:3993059E-998B-4850-B858-B4D640E257C9 Gracewood
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the waters injurious to public health, secondary recreation, or to aquatic life and wildlife, or
adversely affect the palatability offish, aesthetic quality, or impair the waters for any designated
uses; and(21) turbidity in the receiving water shall not exceed 50 Nephelometric Turbidity Units
(NTU) in streams not designated as trout waters and 10 NTU in streams, lakes, or reservoirs
designated as trout waters;for lakes and reservoirs not designated as trout waters, the turbidity
shall not exceed 25 NTU; if turbidity exceeds these levels due to natural background conditions,
the existing turbidity level shall not be increased. As cited in Wetland Standards: (c)(1)Liquids,
fill or other solids, or dissolved gases shall not be present in amounts that may cause adverse
impacts on existing wetland uses; and(3)Materials producing color or odor shall not be present
in amounts that may cause adverse impacts on existing wetland uses.
12)Sediment and erosion control measures shall not be installed in wetland or waters except within
the footprint of temporary or permanent impacts otherwise authorized by this Certification. If
placed within authorized impact areas, then placement of such measures shall not be conducted
in a manner that results in dis-equilibrium of any wetlands, streambeds, or streambanks. Any silt
fence installed within wetlands shall be removed from wetlands and the natural grade restored
within two (2) months of the date that DEMLR or locally delegated program has released the
specific area within the project to ensure wetland standards are maintained upon completion of
the project.
Citation: 15A NCAC 02H.0506(b); 15A NCAC 02H.0507(c); 15A NCAC 02B.0200; 15A
NCAC 02B.0231
Justification:A project that affects waters shall not be permitted unless the existing uses, and the
water quality to protect such uses, are protected. Activities must not cause water pollution that
precludes any best use on a short-term or long-term basis. As cited in Stream Standards: (12)
Oils, deleterious substances, or colored or other wastes: only such amounts as shall not render
the waters injurious to public health, secondary recreation, or to aquatic life and wildlife, or
adversely affect the palatability offish, aesthetic quality, or impair the waters for any designated
uses; and(21) turbidity in the receiving water shall not exceed 50 Nephelometric Turbidity Units
(NTU) in streams not designated as trout waters and 10 NTU in streams, lakes, or reservoirs
designated as trout waters;for lakes and reservoirs not designated as trout waters, the turbidity
shall not exceed 25 NTU; if turbidity exceeds these levels due to natural background conditions,
the existing turbidity level shall not be increased. As cited in Wetland Standards: (c)(1)Liquids,
fill or other solids, or dissolved gases shall not be present in amounts that may cause adverse
impacts on existing wetland uses; and(3) Materials producing color or odor shall not be present
in amounts that may cause adverse impacts on existing wetland uses.
13)Erosion control matting that incorporates plastic mesh and/or plastic twine shall not be used
along streambanks or within wetlands.
Citation: 15A NCAC 02H.0506(b); 15A NCAC 02H.0507(c)
Justification:A project that affects waters shall not be permitted unless the existing uses
(including aquatic life propagation and biological integrity), and the water quality to protect
such uses, are protected. Protections are necessary to ensure any remaining surface waters or
wetlands, and any surface waters or wetlands downstream, continue to support existing uses
during and after project completion. The Division must evaluate if the activity has avoided and
minimized impacts to waters, would cause or contribute to a violation ofstandards, or would
result in secondary or cumulative impacts.
North Carolina Department of Environmental Quality I Division of Water Resources
Raleigh Regional Office I 3800 Barrett Drive I Raleigh,North Carolina 27609
Noa1H cnao�iw. i 919.791.4200
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14)If the project is covered by NPDES Construction Stormwater Permit Number NCG010000 or
NPDES Construction Stormwater Permit Number NCG250000, full compliance with permit
conditions including the erosion& sedimentation control plan,inspections and maintenance,
self-monitoring,record keeping and reporting requirements is required.
Citation: 15A NCAC 02H.0506(b); 15A NCAC 02H.0507(c); 15A NCAC 02B.0200; 15A
NCAC 02B.0231
Justification:A project that affects waters shall not be permitted unless the existing uses, and the
water quality to protect such uses, are protected. Activities must not cause water pollution that
precludes any best use on a short-term or long-term basis. As cited in Stream Standards: (12)
Oils, deleterious substances, or colored or other wastes: only such amounts as shall not render
the waters injurious to public health, secondary recreation, or to aquatic life and wildlife, or
adversely affect the palatability offish, aesthetic quality, or impair the waters for any designated
uses; and(21) turbidity in the receiving water shall not exceed 50 Nephelometric Turbidity Units
(NTU) in streams not designated as trout waters and 10 NTU in streams, lakes, or reservoirs
designated as trout waters;for lakes and reservoirs not designated as trout waters, the turbidity
shall not exceed 25 NTU; if turbidity exceeds these levels due to natural background conditions,
the existing turbidity level shall not be increased. As cited in Wetland Standards: (c)(1)Liquids,
fill or other solids, or dissolved gases shall not be present in amounts that may cause adverse
impacts on existing wetland uses; and(3)Materials producing color or odor shall not be present
in amounts that may cause adverse impacts on existing wetland uses.
15)All work in or adjacent to streams shall be conducted so that the flowing stream does not come in
contact with the disturbed area. Approved best management practices from the most current
version of the NC Sediment and Erosion Control Manual, or the NC Department of
Transportation Construction and Maintenance Activities Manual, such as sandbags,rock berms,
cofferdams, and other diversion structures shall be used to minimize excavation in flowing
water.
Citation: 15A NCAC 02H.0506(b); 15A NCAC 02H.0507(c); 15A NCAC 02B.0200
Justification: Surface water quality standards require that conditions of waters be suitable for
all best uses provided for in state rule, and that activities must not cause water pollution that
precludes any best use on a short-term or long-term basis. As cited in Stream Standards: (12)
Oils, deleterious substances, or colored or other wastes: only such amounts as shall not render
the waters injurious to public health, secondary recreation, or to aquatic life and wildlife, or
adversely affect the palatability offish, aesthetic quality, or impair the waters for any designated
uses; and(21) turbidity in the receiving water shall not exceed 50 Nephelometric Turbidity Units
(NTU) in streams not designated as trout waters and 10 NTU in streams, lakes, or reservoirs
designated as trout waters;for lakes and reservoirs not designated as trout waters, the turbidity
shall not exceed 25 NTU; if turbidity exceeds these levels due to natural background conditions,
the existing turbidity level shall not be increased.
16)In-stream structures installed to mimic natural channel geomorphology such as cross-vanes, sills,
step-pool structures, etc. shall be designed and installed in such a manner that allow for
continued aquatic life movement.
Citation: 15A NCAC 02H.0506(b); 15A NCAC 02H.0507(c)
Justification: Surface water quality standards require that conditions of waters be suitable for
all best uses provided for in state rule, and that activities must not cause water pollution that
North Carolina Department of Environmental Quality I Division of Water Resources
Raleigh Regional Office I 3800 Barrett Drive I Raleigh,North Carolina 27609
Noa1H cnao�iw. i 919.791.4200
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DocuSign Envelope ID:3993059E-998B-4850-B858-B4D640E257C9 Gracewood
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Individual Certification#WQC005638
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precludes any best use on a short-term or long-term basis. Ensuring that in-stream structures
are installed properly will ensure that surface water quality standards are met and conditions of
waters are suitable for all best uses.
17)Culverts shall be designed and installed in such a manner that the original stream profiles are not
altered and allow for aquatic life movement during low flows. The dimension,pattern, and
profile of the stream above and below a pipe or culvert shall not be modified by widening the
stream channel or by reducing the depth of the stream in connection with the construction
activity. The width,height, and gradient of a proposed culvert shall be such as to pass the
average historical low flow and spring flow without adversely altering flow velocity. If the width
of the culvert is wider than the stream channel, the culvert shall include multiple boxes/pipes,
baffles, benches and/or sills to maintain the natural width of the stream channel. If multiple
culverts/pipes/barrels are used, low flows shall be accommodated in one culvert/pipe and
additional culverts/pipes shall be installed such that they receive only flows above bankfull.
Placement of culverts and other structures in streams shall be below the elevation of the
streambed by one foot for all culverts with a diameter greater than 48 inches, and 20% of the
culvert diameter for culverts having a diameter less than or equal to 48 inches, to allow low flow
passage of water and aquatic life. If the culvert outlet is submerged within a pool or scour hole
and designed to provide for aquatic passage, then culvert burial into the streambed is not
required.
For structures less than 72" in diameter/width, and topographic constraints indicate culvert
slopes of greater than 2.5% culvert burial is not required,provided that all alternative options for
flattening the slope have been investigated and aquatic life movement/connectivity has been
provided when possible (e.g. rock ladders, cross-vanes, sills, baffles etc.). Notification,
including supporting documentation to include a location map of the culvert, culvert profile
drawings, and slope calculations, shall be provided to DWR 30 calendar days prior to the
installation of the culvert.
When bedrock is present in culvert locations, culvert burial is not required, provided that there is
sufficient documentation of the presence of bedrock. Notification, including supporting
documentation such as a location map of the culvert, geotechnical reports, photographs, etc. shall
be provided to DWR a minimum of 30 calendar days prior to the installation of the culvert. If
bedrock is discovered during construction, then DWR shall be notified by phone or email within
24 hours of discovery.
Installation of culverts in wetlands shall ensure continuity of water movement and be designed to
adequately accommodate high water or flood conditions. When roadways, causeways, or other
fill projects are constructed across FEMA-designated floodways or wetlands, openings such as
culverts or bridges shall be provided to maintain the natural hydrology of the system as well as
prevent constriction of the floodway that may result in destabilization of streams or wetlands.
The establishment of native woody vegetation and other soft stream bank stabilization techniques
shall be used where practicable instead of rip-rap or other bank hardening methods.
Citation: 15A NCAC 02H.0506(b); 15A NCAC 02H.0507(c)
Justification: Surface water quality standards require that conditions of waters be suitable for
all best uses provided for in state rule, and that activities must not cause water pollution that
North Carolina Department of Environmental Quality I Division of Water Resources
Raleigh Regional Office I 3800 Barrett Drive I Raleigh,North Carolina 27609
Noa1H cnaoiw. i 919.791.4200
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DocuSign Envelope ID:3993059E-998B-4850-B858-B4D640E257C9 Gracewood
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Individual Certification#WQC005638
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precludes any best use on a short-term or long-term basis. Ensuring that structures are installed
properly in waters will ensure that surface water quality standards are met and conditions of
waters are suitable for all best uses.
18)Application of fertilizer to establish planted/seeded vegetation within disturbed riparian areas
and/or wetlands shall be conducted at agronomic rates and shall comply with all other Federal,
State and Local regulations. Fertilizer application shall be accomplished in a manner that
minimizes the risk of contact between the fertilizer and surface waters.
Citation: I5A 02H.0506(b); I5A NCAC 02H.0507(c); I5A NCAC 02B .0200; 1 SA NCAC
02B.0231
Justification:A project that affects waters shall not be permitted unless the existing uses, and the
water quality to protect such uses, are protected. Activities must not cause water pollution that
precludes any best use on a short-term or long-term basis. As cited in Stream Standards: (12)
Oils, deleterious substances, or colored or other wastes: only such amounts as shall not render
the waters injurious to public health, secondary recreation, or to aquatic life and wildlife, or
adversely affect the palatability offish, aesthetic quality, or impair the waters for any designated
uses. As cited in Wetland Standards: (c)(1)Liquids,fill or other solids, or dissolved gases shall
not be present in amounts that may cause adverse impacts on existing wetland uses; and(3)
Materials producing color or odor shall not be present in amounts that may cause adverse
impacts on existing wetland uses.
19)If concrete is used during construction, then all necessary measures shall be taken to prevent
direct contact between uncured or curing concrete and waters of the state. Water that
inadvertently contacts uncured concrete shall not be discharged to waters of the state.
Citation: I5A 02H.0506(b); I5A NCAC 02H.0507(c); I5A NCAC 02B .0200; I5A NCAC
02B.0231
Justification:A project that affects waters shall not be permitted unless the existing uses, and the
water quality to protect such uses, are protected. Activities must not cause water pollution that
precludes any best use on a short-term or long-term basis. As cited in Stream Standards: (12)
Oils, deleterious substances, or colored or other wastes: only such amounts as shall not render
the waters injurious to public health, secondary recreation, or to aquatic life and wildlife, or
adversely affect the palatability offish, aesthetic quality, or impair the waters for any designated
uses. As cited in Wetland Standards: (c)(1)Liquids,fill or other solids, or dissolved gases shall
not be present in amounts that may cause adverse impacts on existing wetland uses; and(3)
Materials producing color or odor shall not be present in amounts that may cause adverse
impacts on existing wetland uses.
20)All proposed and approved temporary fill and culverts shall be removed and the impacted area
shall be returned to natural conditions within 60 calendar days after the temporary impact is no
longer necessary. The impacted areas shall be restored to original grade, including each stream's
original cross-sectional dimensions,planform pattern, and longitudinal bed profile. All
temporarily impacted sites shall be restored and stabilized with native vegetation.
Citation: I5A NCAC 02H.0506(b); I5A NCAC 02H.0507(c)
Justification:A project that affects waters shall not be permitted unless the existing uses, and the
water quality to protect such uses, are protected. Protections are necessary to ensure any
North Carolina Department of Environmental Quality I Division of Water Resources
Raleigh Regional Office I 3800 Barrett Drive I Raleigh,North Carolina 27609
Noa1H cnao�iw. i 919.791.4200
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Individual Certification#WQC005638
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remaining surface waters or wetlands, and any surface waters or wetlands downstream, continue
to support existing uses after project completion.
21)All proposed and approved temporary pipes/culverts/rip-rap pads etc. in streams or wetlands
shall be installed as outlined in the most recent edition of the North Carolina Sediment and
Erosion Control Planning and Design Manual or the North Carolina Surface Mining Manual or
the North Carolina Department of Transportation Best Management Practices for Construction
and Maintenance Activities so as not to restrict stream flow or cause dis-equilibrium during use
of this Certification.
Citation: 15A NCAC 02H.0506(b); 15A NCAC 02H.0507(c)
Justification: Surface water quality standards require that conditions of waters be suitable for
all best uses provided for in state rule, and that activities must not cause water pollution that
precludes any best use on a short-term or long-term basis. Ensuring that structures are installed
properly in waters will ensure that surface water quality standards are met and conditions of
waters are suitable for all best uses.
22)Any rip-rap required for proper culvert placement, stream stabilization, or restoration of
temporarily disturbed areas shall be restricted to the area directly impacted by the approved
construction activity. All rip-rap shall be placed such that the original streambed elevation and
streambank contours are restored and maintained and shall consist of clean rock or masonry
material free of debris or toxic pollutants. Placement of rip-rap or other approved materials shall
not result in de-stabilization of the stream bed or banks upstream or downstream of the area or be
installed in a manner that precludes aquatic life passage.
Citation: 15A NCAC 02H.0506(b); 15A NCAC 02H.0507(c)
Justification: Surface water quality standards require that conditions of waters be suitable for
all best uses provided for in state rule, and that activities must not cause water pollution that
precludes any best use on a short-term or long-term basis. The Division must evaluate if the
activity has avoided and minimized impacts to waters, would cause or contribute to a violation of
standards, or would result in secondary or cumulative impacts.
23)Any rip-rap used for stream or shoreline stabilization shall be of a size and density to prevent
movement by wave, current action, or stream flows, and shall consist of clean rock or masonry
material free of debris or toxic pollutants. Rip-rap shall not be installed in the streambed except
in specific areas required for velocity control and to ensure structural integrity of bank
stabilization measures.
Citation: 15A NCAC 02H.0506(b); 15A NCAC 02H.0507(c); 15A NCAC 02B.0201
Justification: Surface water quality standards require that conditions of waters be suitable for
all best uses provided for in state rule, and that activities must not cause water pollution that
precludes any best use on a short-term or long-term basis. The Division must evaluate if the
activity has avoided and minimized impacts to waters, would cause or contribute to a violation of
standards, or would result in secondary or cumulative impacts.
24)All mechanized equipment operated near surface waters shall be inspected and maintained
regularly to prevent contamination of surface waters from fuels, lubricants, hydraulic fluids, or
other toxic materials. Construction shall be staged in order to minimize the exposure of
equipment to surface waters to the maximum extent practicable. Fueling, lubrication, and
North Carolina Department of Environmental Quality I Division of Water Resources
Raleigh Regional Office I 3800 Barrett Drive I Raleigh,North Carolina 27609
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general equipment maintenance shall be performed in a manner to prevent, to the maximum
extent practicable, contamination of surface waters by fuels and oils.
Citation: 15A NCAC 02H.0506(b); 15A NCAC 02H.0507(c); 15A NCAC 02B .0200; 15A
NCAC 02B.0231
Justification:A project that affects waters shall not be permitted unless the existing uses, and the
water quality to protect such uses, are protected. Activities must not cause water pollution that
precludes any best use on a short-term or long-term basis. As cited in Stream Standards: (12)
Oils, deleterious substances, or colored or other wastes: only such amounts as shall not render
the waters injurious to public health, secondary recreation, or to aquatic life and wildlife, or
adversely affect the palatability offish, aesthetic quality, or impair the waters for any designated
uses. As cited in Wetland Standards: (c)(1)Liquids,fill or other solids, or dissolved gases shall
not be present in amounts that may cause adverse impacts on existing wetland uses; and(3)
Materials producing color or odor shall not be present in amounts that may cause adverse
impacts on existing wetland uses.
25)Heavy equipment working in wetlands shall be placed on mats or other measures shall be taken
to minimize soil disturbance and compaction.
Citation: 15A NCAC 02H.0506(b); 15A NCAC 02H.0507(c); 15A NCAC 02B.0231
Justification: Wetland standards require maintenance or enhancement of existing uses of
wetlands such that hydrologic conditions necessary to support natural biological and physical
characteristics are protected;populations of wetland flora and fauna are maintained to protect
biological integrity of the wetland; and materials or substances are not present in amounts that
may cause adverse impact on existing wetland uses.
26)In accordance with 143-215.85(b), the permittee shall report any petroleum spill of 25 gallons or
more; any spill regardless of amount that causes a sheen on surface waters; any petroleum spill
regardless of amount occurring within 100 feet of surface waters; and any petroleum spill less
than 25 gallons that cannot be cleaned up within 24 hours.
Citation: 15A NCAC 02H.0507(c);N.C.G.S 143-215.85(b)
Justification: Person(s) owning or having control over oil or other substances upon notice of
discharge must immediately notify the Department, or any of its agents or employees, of the
nature, location, and time of the discharge and of the measures which are being taken or are
proposed to be taken to contain and remove the discharge. This action is required in order to
contain or divert the substances to prevent entry into the surface waters. Surface water quality
standards require that conditions of waters be suitable for all best uses provided for in state rule
(including, at minimum: aquatic life propagation, survival, and maintenance of biological
integrity; wildlife;secondary contact recreation; agriculture); and that activities must not cause
water pollution that precludes any best use on a short-term or long-term basis.
27)The permittee and their authorized agents shall conduct all activities in a manner consistent with
State water quality standards (including any requirements resulting from compliance with
§303(d) of the Clean Water Act), and any other appropriate requirements of State and Federal
Law.
Citation: 15A NCAC 02H.0506(b); 15A NCAC 02H.0507(c)
North Carolina Department of Environmental Quality I Division of Water Resources
Raleigh Regional Office I 3800 Barrett Drive I Raleigh,North Carolina 27609
Noa1H cnao�iw. i 919.791.4200
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DocuSign Envelope ID:3993059E-998B-4850-B858-B4D640E257C9 Gracewood
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Individual Certification#WQC005638
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Justification: Surface water quality standards require that conditions of waters be suitable for
all best uses provided for in state rule, and that activities must not cause water pollution that
precludes any best use on a short-term or long-term basis. The Division must evaluate if the
activity has avoided and minimized impacts to waters, would cause or contribute to a violation of
standards, or would result in secondary or cumulative impacts.
28)The permittee shall require its contractors and/or agents to comply with the terms and conditions
of this permit in the construction and maintenance of this project, and shall provide each of its
contractors and/or agents associated with the construction or maintenance of this project with a
copy of this Water Quality Certification. A copy of this Water Quality Certification shall be
available at the project site during the construction and maintenance of this project.
Citation: 15A NCAC 02H.0506(b); 15A NCAC 02H.0507(c)
Justification: Those actually performing the work should be aware of the requirements of this
401 Water Quality Certification to minimize water quality impacts.
This approval to proceed with your proposed impacts or to conduct impacts to waters as depicted
in your application shall expire upon expiration of the 404 or CAMA Permit. The conditions in
effect on the date of issuance shall remain in effect for the life of the project,regardless of the
expiration date of this Certification. [15A NCAC 02H .0507(c)]
This, the 7th day of February 2023,
IDocuSigned by:
UAv ,sso. f,.
B2916HAB32144F...
Scott Vinson, Regional Supervisor
Water Quality Regional Operations Section
Raleigh Regional Office
Division of Water Resources,NCDEQ
ZT
WQC005638
North Carolina Department of Environmental Quality I Division of Water Resources
Raleigh Regional Office I 3800 Barrett Drive I Raleigh,North Carolina 27609
NDa1H CAFOLINA i 919.791.4200
oeMmem. �mai uaim\ ��

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW-2020-01814 County:Wake U.S.G.S.Quad:NC-New Hill
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Requestor: S&EC,PA.
Steven Ball
Address: 8412 Falls of Neuse Road
Raleigh,NC 27615
Size(acres) —239 acres Nearest Town Apex
Nearest Waterway UT to Little Beaver Creek River Basin Cape Fear
USGS HUC 03030002 Coordinates Latitude:35.673501
Longitude:-78.960520
Location description: The project site is located north of Old US 1 Hwy,east of Olive Branch Lane,and west of Horton Road in
New Hill,in Wake County,North Carolina.The preliminary jurisdictional determination evaluation area is shown as the red
outlined"PJD Area"depicted on the attached"Wetland Sketch Mad'exhibit.The approved jurisdictional determination
evaluation area is shown as the yellow outlined"AJD Area"depicted on the attached"Wetland Sketch Mad'exhibit.
Indicate Which of the Following Apply:
A. Preliminary Determination
® There appear to be waters,including wetlands 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,including wetlands 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 11/9/2020. 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,including wetlands 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,including wetlands have not been properly delineated,this preliminary jurisdiction determination may not be
used in the permit evaluation process. Without a verified wetland delineation,this preliminary determination is merely an
effective presumption of CWA/RHA jurisdiction over all of the waters,including wetlands at the project area,which is not
sufficiently accurate and reliable to support an enforceable permit decision.We recommend that you have the waters,including
wetlands on your project area/property delineated.As the Corps may not be able to accomplish this wetland delineation in a
timely manner,you may wish to obtain a consultant to conduct a delineation that can be verified by the Corps.
B. Approved Determination
❑ There are Navigable Waters of the United States within the above described project area/property subject to the permit
requirements of Section 10 of the Rivers and Harbors Act(RHA)(33 USC §403)and Section 404 of the Clean Water Act
(CWA)(33 USC § 1344). Unless there is a change in law or our published regulations,this determination may be relied upon for
a period not to exceed five years from the date of this notification.
❑ There are waters,including wetlands on the above described project area/property subject to the permit requirements of Section
404 of the Clean Water Act(CWA)(33 USC § 1344). Unless there is a change in the law or our published regulations,this
determination may be relied upon for a period not to exceed five years from the date of this notification.
❑We recommend you have the waters,including wetlands on your project area/property delineated. As the Corps may not be
able to accomplish this wetland delineation in a timely manner,you may wish to obtain a consultant to conduct a delineation that
can be verified by the Corps.
❑The waters,including wetlands 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

SAW-2020-01814
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,including wetlands have been delineated and surveyed and are accurately depicted on the plat signed by the Corps
Regulatory Official identified below on DATE.Unless there is a change in the law or our published regulations,this
determination may be relied upon for a period not to exceed five years from the date of this notification.
® There are no waters of the U.S.,to include wetlands,present on the above described project area/property which are subject to the
permit requirements of Section 404 of the Clean Water Act(33 USC 1344). Unless there is a change in the law or our published
regulations,this determination may be relied upon for a period not to exceed five years from the date of this notification.
❑ The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area Management Act(CAMA).
You should contact the Division of Coastal Management in Morehead City,NC,at(252)808-2808 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 George Lyle Phillips III at(919)588-9200 or
George.L.Phillips(&usace.army.mil.
C. Basis For Determination: See the attached preliminary jurisdictional determination form dated
2/7/2023 and the attached approved jurisdictional determination form dated 02/07/2023.
D. Remarks: N/A
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.SHANNIN(a)USACE.ARMY.MIL
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 4/8/2023.
**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: �e' &-`mil ta-��/it
Date of Preliminary JD:2/7/2023 Expiration Date of Preliminary JD:Not applicable
Date of Approved JD:2/7/2023 Expiration Date of Approved JD:2/6//2028

SAW-2020-01814
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we
continue to do so,please complete the Customer Satisfaction Survey located at
http://corpsmapu.usace.army.mil/cm_apex/Vp=13 6:4:0
Copy furnished:

NOTIFICATION OF ADMINISTRATIVE APPEAL OPTIONS AND PROCESS AND
REQUEST FOR APPEAL
Applicant: S&EC PA.,Steven Ball File Number: SAW-2020-01814 Date: 2/7/2023
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
❑X APPROVED JURISDICTIONAL DETERMINATION D
0 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.gM.mil/Missions/CivilWorks/Re ug latoiyProgramandPermits.aspx
or the Corps regulations at 33 CFR Part 3,3 1.
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: George Lyle Phillips III 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(&USACE.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 opportunit to participate in all site investi rations.
Date: Telephone number:
Signature of appellant or agent.
For appeals on Initial Proffered Permits send this form to:
District Engineer,Wilmington Regulatory Division,Attn: George Lyle Phillips I11,69 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 10M15,Atlanta,Georgia 30303-8801
Phone: [phone]

APPROVED JURISDICTIONAL DETERMINATION FORM
U.S.Army Corps of Engineers
This form should be completed by following the instructions provided in Section IV of the JD Form Instructional Guidebook.
SECTION I: BACKGROUND INFORMATION
A. REPORT COMPLETION DATE FOR APPROVED JURISDICTIONAL DETERMINATION(JD):2/7/2023
B. DISTRICT OFFICE,FILE NAME,AND NUMBER:Wilmington District,Gracewood,SAW-2020-01814
C. PROJECT LOCATION AND BACKGROUND INFORMATION:The project site is located north of Old US 1 Hwy,east of Olive Branch
Lane,and west of Horton Road in New Hill,in Wake County,North Carolina.The preliminary jurisdictional determination evaluation area is shown
as the red outlined"PJD Area"depicted on the attached"Wetland Sketch Map"exhibit.The approved jurisdictional determination evaluation area is
shown as the yellow outlined"AJD Area"depicted on the attached"Wetland Sketch Map"exhibit.
State:NC County/parish/borough:Wake City:Apex
Center coordinates of site(lat/long in degree decimal format): Lat.35.673501 ,Long.-78.960520
Universal Transverse Mercator:NAD 83
Name of nearest waterbody:UT to Little Beaver Creek
Name of nearest Traditional Navigable Water(TNW)into which the aquatic resource flows:Cape Fear River
Name of watershed or Hydrologic Unit Code(HUC):03030002
®Check if map/diagram of review area and/or potential jurisdictional areas is/are available upon request.
❑Check if other sites(e.g.,offsite mitigation sites,disposal sites,etc...)are associated with this action and are recorded on a different JD form:
D. REVIEW PERFORMED FOR SITE EVALUATION(CHECK ALL THAT APPLY):
❑Office(Desk)Determination. Date:
®Field Determination. Date(s): 12/10/2020
SECTION II: SUMMARY OF FINDINGS
A. RHA SECTION 10 DETERMINATION OF JURISDICTION.
There are no"navigable waters of the U.S."within Rivers and Harbors Act(RHA)jurisdiction(as defined by 33 CFR part 329)in the review area.
[Required]
❑Waters subject to the ebb and flow of the tide.
❑Waters are presently used,or have been used in the past,or maybe susceptible for use to transport interstate or foreign commerce. Explain:
B. CWA SECTION 404 DETERMINATION OF JURISDICTION.
There are not"waters of the U.S."within Clean Water Act(CWA)jurisdiction(as defined by 33 CFR part 328)in the review area. [Required]
1. Waters of the U.S.
a. Indicate presence of waters of U.S.in review area(check all that apply):t
❑TNWs,including territorial seas
❑Wetlands adjacent to TNWs
❑Relatively permanent waters'(RPWs)that flow directly or indirectly into TNWs
❑Non-RPWs that flow directly or indirectly into TNWs
❑Wetlands directly abutting RPWs that flow directly or indirectly into TNWs
❑Wetlands adjacent to but not directly abutting RPWs that flow directly or indirectly into TNWs
❑Wetlands adjacent to non-RPWs that flow directly or indirectly into TNWs
❑Impoundments of jurisdictional waters
❑Isolated(interstate or intrastate)waters,including isolated wetlands
b. Identify(estimate)size of waters of the U.S.in the review area:
Non-wetland waters:linear feet,wide,and/or acres.
Wetlands:acres.
Boxes checked below shall be supported by completing the appropriate sections in Section III below.
z For purposes of this form,an RPW is defined as a tributary that is not a TNW and that typically flows year-round or has continuous flow at least"seasonally"(e.g.,
typically 3 months).
Pagel of 8 Form Version 10 June 2020

Limits(boundaries)of jurisdiction based on:Not applicable.
Elevation of established OHWM(if known):
2. Non-regulated waters/wetlands(check if applicable):3
©Potentially jurisdictional waters and/or wetlands were assessed within the review area and determined to be not jurisdictional. Explain:
Based on the Corps site visit on 12/10/2020,W16 shown on the attached"Wetland Sketch Map"meets the three wetland criteria;
however,WL 3000 has no hydrologic connection,surface or subsurface to any jurisdictional wetlands,relatively permanent waters
or non-relatively permanent waters.Further,there is no evidence of an ecological connection between WL 3000 and any waters of
the US.W 16 is an impounded area bounded by a logging road and no culvert was observed during the Corps site visit.
SECTION III: CWA ANALYSIS
A. TNWs AND WETLANDS ADJACENT TO TNWs
The agencies will assert jurisdiction over TNWs and wetlands adjacent to TNWs. If the aquatic resource is a TNW,complete Section
III.A.1 and Section III.D.1.only;if the aquatic resource is a wetland adjacent to a TNW,complete Sections III.A.1 and 2 and Section
III.D.1.;otherwise,see Section III.B below.
1. TNW
Identify TNW:
Summarize rationale supporting determination:
2. Wetlandadjacent to TNW
Summarize rationale supporting conclusion that wetland is"adjacent":
B. CHARACTERISTICS OF TRIBUTARY(THAT IS NOT A TNW)AND ITS ADJACENT WETLANDS(IF ANY):
This section summarizes information regarding characteristics of the tributary and its adjacent wetlands,if any,and it helps determine
whether or not the standards for jurisdiction established under Rapanos have been met.
The agencies will assert jurisdiction over non-navigable tributaries of TNWs where the tributaries are"relatively permanent waters"
(RPWs),i.e.tributaries that typically flow year-round or have continuous flow at least seasonally(e.g.,typically 3 months).A wetland
that directly abuts an RPW is also jurisdictional.If the aquatic resource is not a TNW,but has year-round(perennial)flow,skip to
Section III.D.2.If the aquatic resource is a wetland directly abutting a tributary with perennial flow,skip to Section III.D.4.
A wetland that is adjacent to but that does not directly abut an RPW requires a significant nexus evaluation.Corps districts and EPA
regions will include in the record any available information that documents the existence of a significant nexus between a relatively
permanent tributary that is not perennial(and its adjacent wetlands if any)and a traditional navigable water,even though a significant
nexus finding is not required as a matter of law.
If the waterbody°is not an RPW,or a wetland directly abutting an RPW,a JD will require additional data to determine if the
waterbody has a significant nexus with a TNW.If the tributary has adjacent wetlands,the significant nexus evaluation must consider
the tributary in combination with all of its adjacent wetlands.This significant nexus evaluation that combines,for analytical purposes,
the tributary and all of its adjacent wetlands is used whether the review area identified in the JD request is the tributary,or its adjacent
wetlands,or both.If the JD covers a tributary with adjacent wetlands,complete Section III.B.1 for the tributary,Section III.B.2 for any
onsite wetlands,and Section III.B.3 for all wetlands adjacent to that tributary,both onsite and offsite.The determination whether a
significant nexus exists is determined in Section III.0 below.
1. Characteristics of non-TNWs that flow directly or indirectly into TNW
(i) General Area Conditions:
Watershed size: Choose an item.
Drainage area: Choose an item.
Average annual rainfall:inches
Average annual snowfall:inches
(ii) Physical Characteristics:
(a) Relationship with TNW:
El Tributary flows directly into TNW.
El Tributary flows through Choose an item.tributaries before entering TNW.
'Supporting documentation is presented in Section IIIT.
°Note that the Instructional Guidebook contains additional information regarding swales,ditches,washes,and erosional features generally and in the and West.
Page 2 of 8 Form Version 10 June 2020

Project waters are Choose an item,river miles from TNW.
Project waters are Choose an item,river miles from RPW.
Project waters are Choose an item.aerial(straight)miles from TNW.
Project waters are Choose an item.aerial(straight)miles from RPW.
Project waters cross or serve as state boundaries.Explain:
Identify flow route to TNW':
Tributary stream order,if known:
(b) General Tributary Characteristics(check all that apply):
Tributary is: ❑Natural
El Artificial(man-made). Explain:
❑Manipulated (man-altered). Explain:
Tributary properties with respect to top of bank(estimate):
Average width:feet
Average depth: feet
Average side slopes:Choose an item..
Primary tributary substrate composition(check all that apply):
❑Silts ❑Sands ❑Concrete
❑Cobbles ❑Gravel ❑Muck
❑Bedrock ❑Vegetation. Type/%cover:
❑Other.Explain:
Tributarycondition/stability[e.g.,highly eroding,sloughing banks]. Explain:
Presence of run/riffle/pool complexes. Explain:
Tributary geometry:Choose an item.
Tributary gradient(approximate average slope): %
(c) Flow:
Tributary provides for:Choose an item.
Estimate average number of flow events in review area/year:Choose an item.
Describe flow regime:
Other information on duration and volume:
Surface flow is:Choose an item..Characteristics:
Subsurface flow:Choose an item..Explain findings:
❑Dye(or other)test performed:
Tributary has(check all that apply):
❑Bed and banks
❑OHWM6(check all indicators that apply):
❑clear,natural line impressed on the bank ❑the presence of litter and debris
❑changes in the character of soil ❑destruction of terrestrial vegetation
❑shelving ❑the presence of wrack line
❑vegetation matted down,bent,or absent ❑sediment sorting
❑leaf litter disturbed or washed away ❑scour
❑sediment deposition ❑multiple observed or predicted flow events
❑water staining ®abrupt change in plant community
❑other(list):
El Discontinuous OHWM.' Explain:
'Flow route can be described by identifying,e.g.,tributary a,which flows through the review area,to flow into tributary b,which then flows into TNW.
'A natural or man-made discontinuity in the OHWM does not necessarily sever jurisdiction(e.g.,where the stream temporarily flows underground,or where the
OHWM has been removed by development or agricultural practices). Where there is a break in the OITWM that is unrelated to the waterbody's flow regime(e.g.,flow
over a rock outcrop or through a culvert),the agencies will look for indicators of flow above and below the break.
7Ibid.
Page 3 of 8 Form Version 10 June 2020

If factors other than the OHWM were used to determine lateral extent of CWA jurisdiction(check all that apply):
❑High Tide Line indicated by: ❑Mean High Water Mark indicated by:
❑oil or scum line along shore objects ❑survey to available datum;
❑fine shell or debris deposits(foreshore) ❑physical markings;
❑physical markings/characteristics El vegetation lines/changes in vegetation types.
❑tidal gauges
❑other(list):
(iii) Chemical Characteristics:
Characterize tributary(e.g.,water color is clear,discolored,oily film;water quality;general watershed characteristics,etc.). Explain:
Identify specific pollutants,if known:
(iv) Biological Characteristics. Channel supports(check all that apply):
El Riparian corridor. Characteristics(type,average width):
❑Wetland fringe. Characteristics:
❑Habitat for:
❑Federally Listed species. Explain findings:
❑Fish/spawn areas. Explain findings:
❑Other environmentally-sensitive species. Explain findings:
❑Aquatic/wildlife diversity. Explain findings:
2. Characteristics of wetlands adjacent to non-TNW that flow directly or indirectly into TNW
(i) Physical Characteristics:
(a) General Wetland Characteristics:
Properties:
Wetland size:acres
Wetland type. Explain:
Wetland quality. Explain:
Project wetlands cross or serve as state boundaries.Explain:
(b) General Flow Relationship with Non-TNW:
Flow is:Choose an item.Explain:
Surface flow is:Choose an item.
Characteristics:
Subsurface flow:Choose an item.. Explain findings:
❑Dye(or other)test performed:
(c) Wetland Adjacency Determination with Non-TNW:
❑Directly abutting
El Not directly abutting
El Discrete wetland hydrologic connection. Explain:
❑Ecological connection. Explain:
❑Separated by ber .i/barrier. Explain:
(d) Proximity(Relationship)to TNW
Project wetlands are Choose an item.river miles from TNW.
Project waters are Choose an item.aerial(straight)miles from TNW.
Flow is from:Choose an item..
Estimate approximate location of wetland as within the Choose an item.floodplain.
(ii) Chemical Characteristics:
Characterize wetland system(e.g.,water color is clear,brown,oil film on surface;water quality;general watershed characteristics;
etc.). Explain:
Identify specific pollutants,if known:
Page 4 of 8 Form Version 10 June 2020

(iii) Biological Characteristics. Wetland supports(check all that apply):
❑Riparian buffer. Characteristics(type,average width):
❑Vegetation type/percent cover. Explain:
❑Habitat for:
❑Federally Listed species. Explain findings:
❑Fish/spawn areas.Explain findings:
El Other environmentally-sensitive species. Explain findings:
❑Aquatic/wildlife diversity. Explain findings:
3. Characteristics of all wetlands adjacent to the tributary(if any)
All wetland(s)being considered in the cumulative analysis:Choose an item.
Approximately acres in total are being considered in the cumulative analysis.
For each wetland,specify the following:
Directly abuts?(Y/N) Size(in acres) Directly abuts?(Y/N) Size(in acres)
Summarize overall biological,chemical and physical functions being performed:
LF SIGNIFICANT NEXUS DETERMINATION
A significant nexus analysis will assess the flow characteristics and functions of the tributary itself and the functions performed by any
wetlands adjacent to the tributary to determine if they significantly affect the chemical,physical,and biological integrity of a TNW.
For each of the following situations,a significant nexus exists if the tributary,in combination with all of its adjacent wetlands,has more
than a speculative or insubstantial effect on the chemical,physical and/or biological integrity of a TNW. Considerations when
evaluating significant nexus include,but are not limited to the volume,duration,and frequency of the flow of water in the tributary and
its proximity to a TNW,and the functions performed by the tributary and all its adjacent wetlands. It is not appropriate to determine
significant nexus based solely on any specific threshold of distance(e.g.between a tributary and its adjacent wetland or between a
tributary and the TNW).Similarly,the fact an adjacent wetland lies within or outside of a floodplain is not solely determinative of
significant nexus.
Draw connections between the features documented and the effects on the TNW,as identified in the Rapanos Guidance and discussed in
the Instructional Guidebook.Factors to consider include,for example:
• Does the tributary,in combination with its adjacent wetlands(if any),have the capacity to carry pollutants or flood waters to TNWs,or to
reduce the amount of pollutants or flood waters reaching a TNW?
• Does the tributary,in combination with its adjacent wetlands(if any),provide habitat and lifecycle support functions for fish and other
species,such as feeding,nesting,spawning,or rearing young for species that are present in the TNW?
• Does the tributary,in combination with its adjacent wetlands(if any),have the capacity to transfer nutrients and organic carbon that
support downstream food webs?
• Does the tributary,in combination with its adjacent wetlands(if any),have other relationships to the physical,chemical,or biological
integrity of the TNW?
Note:the above list of considerations is not inclusive and other functions observed or known to occur should be documented below:
k. Significant nexus findings for non-RPW that has no adjacent wetlands and flows directly or indirectly into TNWs. Explain findings
of presence or absence of significant nexus below,based on the tributary itself,then go to Section III.D:
2. Significant nexus findings for non-RPW and its adjacent wetlands,where the non-RPW flows directly or indirectly into TNWs.
Explain findings of presence or absence of significant nexus below,based on the tributary in combination with all of its adjacent wetlands,
then go to Section III.D:
i Significant nexus findings for wetlands adjacent to an RPW but that do not directly abut the RPW.Explain findings of presence or
absence of significant nexus below,based on the tributary in combination with all of its adjacent wetlands,then go to Section III.D:
DETERMINATIONS OF JURISDICTIONAL FINDINGS.THE SUBJECT WATERS/WETLANDS ARE(CHECK ALL THAT
APPLY):
1. TNWs and Adjacent Wetlands. Check all that apply and provide size estimates in review area:
El TNWs:linear feet,wide,Or acres.
Page 5 of 8 Form Version 10 June 2020

❑Wetlands adjacent to TNWs:acres.
2. RPWs that flow directly or indirectly into TNWs.
❑Tributaries of TNWs where tributaries typically flow year-round are jurisdictional.Provide data and rationale indicating that tributary is
perennial:
❑Tributaries of TNW where tributaries have continuous flow"seasonally"(e.g.,typically three months each year)are jurisdictional. Data
supporting this conclusion is provided at Section III.B. Provide rationale indicating that tributary flows seasonally:
Provide estimates for jurisdictional waters in the review area(check all that apply):
❑Tributary waters:linear feet wide.
❑Other non-wetland waters:acres.
Identify type(s)of waters:
3. Non-RPWs'that flow directly or indirectly into TNWs.
❑Waterbody that is not a TNW or an RPW,but flows directly or indirectly into a TNW,and it has a significant nexus with a TNW is
jurisdictional.Data supporting this conclusion is provided at Section III.C.
Provide estimates for jurisdictional waters within the review area(check all that apply):
El Tributary waters:linear feet,wide.
❑Other non-wetland waters:acres.
Identify type(s)of waters:
4. Wetlands directly abutting an RPW that flow directly or indirectly into TNWs.
❑Wetlands directly abut RPW and thus are jurisdictional as adjacent wetlands.
❑Wetlands directly abutting an RPW where tributaries typically flow year-round. Provide data and rationale indicating that tributary
is perennial in Section III.D.2,above.Provide rationale indicating that wetland is directly abutting an RPW:
❑Wetlands directly abutting an RPW where tributaries typically flow"seasonally." Provide data indicating that tributary is seasonal
in Section III.B and rationale in Section III.D.2,above.Provide rationale indicating that wetland is directly abutting an RPW:
Provide acreage estimates for jurisdictional wetlands in the review area:acres.
5. Wetlands adjacent to but not directly abutting an RPW that flow directly or indirectly into TNWs.
❑Wetlands that do not directly abut an RPW,but when considered in combination with the tributary to which they are adjacent and with
similarly situated adjacent wetlands,have a significant nexus with a TNW are jurisidictional.Data supporting this conclusion is
provided at Section III.C.
Provide acreage estimates for jurisdictional wetlands in the review area:acres.
6. Wetlands adjacent to non-RPWs that flow directly or indirectly into TNWs.
❑Wetlands adjacent to such waters,and have when considered in combination with the tributary to which they are adjacent and with
similarly situated adjacent wetlands,have a significant nexus with a TNW are jurisdictional.Data supporting this conclusion is
provided at Section III.C.
Provide estimates for jurisdictional wetlands in the review area:acres.
7. Impoundments of jurisdictional waters.9
As a general rule,the impoundment of a jurisdictional tributary remains jurisdictional.
El Demonstrate that impoundment was created from"waters of the U.S.,"or
El Demonstrate that water meets the criteria for one of the categories presented above(1-6),or
❑Demonstrate that water is isolated with a nexus to commerce(see E below).
'See Footnote#3.
'To complete the analysis refer to the key in Section III.D.6 of the Instructional Guidebook.
Page 6 of 8 Form Version 10 June 2020

ISOLATED[INTERSTATE OR INTRA-STATE]WATERS,INCLUDING ISOLATED WETLANDS,THE USE,DEGRADATION
OR DESTRUCTION OF WHICH COULD AFFECT INTERSTATE COMMERCE,INCLUDING ANY SUCH WATERS(CHECK
ALL THAT APPLY):10
El which are or could be used by interstate or foreign travelers for recreational or other purposes.
❑from which fish or shellfish are or could be taken and sold in interstate or foreign commerce.
El which are or could be used for industrial purposes by industries in interstate commerce.
El Interstate isolated waters.Explain:
❑Other factors.Explain:
Identify water body and summarize rationale supporting determination:
Provide estimates for jurisdictional waters in the review area(check all that apply):
El Tributary waters:linear feet,wide.
❑Other non-wetland waters:acres.
Identify type(s)of waters:
❑Wetlands:acres.
NON-JURISDICTIONAL WATERS,INCLUDING WETLANDS(CHECK ALL THAT APPLY):
❑If potential wetlands were assessed within the review area,these areas did not meet the criteria in the 1987 Corps of Engineers Wetland
Delineation Manual and/or appropriate Regional Supplements.
❑X Review area included isolated waters with no substantial nexus to interstate(or foreign)commerce.
®Prior to the Jan 2001 Supreme Court decision in"SWANCC,"the review area would have been regulated based solely on the"Migratory
Bird Rule"(MBR).
❑Waters do not meet the"Significant Nexus"standard,where such a finding is required for jurisdiction. Explain:
®Other:(explain,if not covered above):Based on the Corps site visit on 12/10/2020,W16 shown on the attached"Wetland Sketch Map"
meets the three wetland criteria;however,WL 3000 has no hydrologic connection,surface or subsurface to any jurisdictional wetlands,
relatively permanent waters or non-relatively permanent waters.Further,there is no evidence of an ecological connection between WL
3000 and any waters of the US.W 16 is an impounded area bounded by a logging road and no culvert was observed during the Corps site
visit.
Provide acreage estimates for non jurisdictional waters in the review area,where the sole potential basis of jurisdiction is the MBR factors(i.e.,
presence of migratory birds,presence of endangered species,use of water for irrigated agriculture),using best professional judgment(check all
that apply):
❑Non-wetland waters(i.e.,rivers,streams):linear feet,wide.
❑Lakes/ponds:acres.
❑Other non-wetland waters:acres.List type of aquatic resource:
0 Wetlands:0.2 acres.
Provide acreage estimates for non jurisdictional waters in the review area that do not meet the"Significant Nexus"standard,where such a
finding is required for jurisdiction(check all that apply):
❑Non-wetland waters(i.e.,rivers,streams):linear feet,wide.
❑Lakes/ponds:acres.
❑Other non-wetland waters:acres. List type of aquatic resource:
❑Wetlands:acres.
SECTION IV: DATA SOURCES.
A. SUPPORTING DATA. Data reviewed for JD(check all that apply-checked items shall be included in case file and,where checked and
requested,appropriately reference sources below):
❑X Maps,plans,plots or plat submitted by or on behalf of the applicant/consultant:S&EC,PA./Steven Ball
0 Data sheets prepared/submitted by or on behalf of the applicant/consultant.
OOffice concurs with data sheets/delineation report.
1"Prior to asserting or declining CWA jurisdiction based solely on this category,Corps Districts will elevate the action to Corps and EPA HQ for review
consistent with the process described in the Corps/EPA Memorandum Regarding CWA Act Jurisdiction Following Rapanos.
Page 7 of 8 Form Version 10 June 2020

❑Office does not concur with data sheets/delineation report.
❑ Data sheets prepared by the Corps:
❑ Corps navigable waters'study:
❑ U.S.Geological Survey Hydrologic Atlas:
❑USGS NHD data.
❑USGS 8 and 12 digit HUC maps.
❑X U.S.Geological Survey map(s).Cite scale&quad name:Figure 1—USGS Map/New Hill Quad/1"=1500'
® USDA Natural Resources Conservation Service Soil Survey.Citation:Figure 2—Soil Survey/Wake Co.Soil Survey Sheet 81
❑ National wetlands inventory map(s). Cite name:
❑ State/Local wetland inventory map(s):
❑ FEMA/FIRM maps:
❑ 100-year Floodplain Elevation is:(National Geodectic Vertical Datum of 1929)
❑X Photographs: ❑X Aerial(Name&Date):Wetland Sketch Map
Or ®Other(Name&Date):Site Photos
❑ Previous determination(s). File no.and date of response letter:
❑ Applicable/supporting case law:
❑ Applicable/supporting scientific literature:
❑ Other information(please specify):
B. ADDITIONAL COMMENTS TO SUPPORT JD:
Page 8 of 8 Form Version 10 June 2020

APPROVED JURISDICTIONAL DETERMINATION FORM
U.S.Army Corps of Engineers
This form should be completed by following the instructions provided in Section IV of the JD Form Instructional Guidebook.
SECTION I: BACKGROUND INFORMATION
A. REPORT COMPLETION DATE FOR APPROVED JURISDICTIONAL DETERMINATION(JD):2/7/2023
B. DISTRICT OFFICE,FILE NAME,AND NUMBER:Wilmington District,Gracewood,SAW-2020-01814
C. PROJECT LOCATION AND BACKGROUND INFORMATION:The project site is located north of Old US 1 Hwy,
east of Olive Branch Lane,and west of Horton Road in New Hill,in Wake County,North Carolina.The preliminary
jurisdictional determination evaluation area is shown as the red outlined"PJD Area"depicted on the attached"Wetland Sketch
Map"exhibit.The approved jurisdictional determination evaluation area is shown as the yellow outlined"AJD Area"depicted on
the attached"Wetland Sketch Map"exhibit.
State:NC County/parish/borough:Wake City:Apex
Center coordinates of site(lat/long in degree decimal format): Lat.35.673501 ,Long.-78.960520
Universal Transverse Mercator:NAD 83
Name of nearest waterbody:UT to Little Beaver Creek
Name of nearest Traditional Navigable Water(TNW)into which the aquatic resource flows:Cape Fear River
Name of watershed or Hydrologic Unit Code(HUC):03030002
®Check if map/diagram of review area and/or potential jurisdictional areas is/are available upon request.
❑Check if other sites(e.g.,offsite mitigation sites,disposal sites,etc...)are associated with this action and are recorded on
a different JD form:
D. REVIEW PERFORMED FOR SITE EVALUATION(CHECK ALL THAT APPLY):
❑Office(Desk)Determination. Date:
®Field Determination. Date(s): 12/10/2020
SECTION II: SUMMARY OF FINDINGS
A. RHA SECTION 10 DETERMINATION OF JURISDICTION.
There are no"navigable waters of the U.S."within Rivers and Harbors Act(RHA)jurisdiction(as defined by 33 CFR part 329)
in the review area.[Required]
❑Waters subject to the ebb and flow of the tide.
❑Waters are presently used,or have been used in the past,or may be susceptible for use to transport interstate or foreign
commerce. Explain:
B. CWA SECTION 404 DETERMINATION OF JURISDICTION.
There are not"waters of the U.S."within Clean Water Act(CWA)jurisdiction(as defined by 33 CFR part 328)in the review area.
[Required]
1. Waters of the U.S.
a. Indicate presence of waters of U.S.in review area(check all that apply):'
❑TNWs,including territorial seas
❑Wetlands adjacent to TNWs
❑Relatively permanent waters'(RPWs)that flow directly or indirectly into TNWs
❑Non-RPWs that flow directly or indirectly into TNWs
❑Wetlands directly abutting RPWs that flow directly or indirectly into TNWs
❑Wetlands adjacent to but not directly abutting RPWs that flow directly or indirectly into TNWs
❑Wetlands adjacent to non-RPWs that flow directly or indirectly into TNWs
Boxes checked below shall be supported by completing the appropriate sections in Section III below.
s For purposes of this form,an RPW is defined as a tributary that is not a TNW and that typically flows year-round or has continuous flow at least
"seasonally"(e.g.,typically 3 months).

❑Impoundments of jurisdictional waters
❑Isolated(interstate or intrastate)waters,including isolated wetlands
b. Identify(estimate)size of waters of the U.S.in the review area:
Non-wetland waters:linear feet,wide,and/or acres.
Wetlands:acres.
c. Limits(boundaries)of jurisdiction based on:Not applicable.
Elevation of established OHWM(if known):
2. Non-regulated waters/wetlands(check if applicable):3
❑X Potentially jurisdictional waters and/or wetlands were assessed within the review area and determined to be not
jurisdictional. Explain:Based on the Corps site visit on 12/10/2020,the feature labeled"W3"shown within the
yellow outlined"AID Area"has an ordinary high water mark.However,based on the Corps site visit,this
feature was constructed entirely in uplands.There are no features with ordinary high water marks or hydric soils
above"W3"which drain into"W3".Further,there are no features with ordinary high water marks or hydric
soils below"W3".As such,per Federal Register pg.41218,Vol 51,No.219, 11/13/1986,the features labeled
"W3"was constructed in uplands are not considered waters of the U.S.
SECTION III: CWA ANALYSIS
A. TNWs AND WETLANDS ADJACENT TO TNWs
The agencies will assert jurisdiction over TNWs and wetlands adjacent to TNWs. If the aquatic resource is a TNW,
complete Section III.A.1 and Section III.D.1.only;if the aquatic resource is a wetland adjacent to a TNW,complete
Sections III.A.1 and 2 and Section III.D.1.;otherwise,see Section III.B below.
1. TNW
Identify TNW:
Summarize rationale supporting determination:
2. Wetlandadjacent to TNW
Summarize rationale supporting conclusion that wetland is"adjacent":
B. CHARACTERISTICS OF TRIBUTARY(THAT IS NOT A TNW)AND ITS ADJACENT WETLANDS(IF ANY):
This section summarizes information regarding characteristics of the tributary and its adjacent wetlands,if any,and
it helps determine whether or not the standards for jurisdiction established under Rapanos have been met.
The agencies will assert jurisdiction over non-navigable tributaries of TNWs where the tributaries are"relatively
permanent waters"(RPWs),i.e.tributaries that typically flow year-round or have continuous flow at least seasonally
(e.g.,typically 3 months).A wetland that directly abuts an RPW is also jurisdictional.If the aquatic resource is not a
TNW,but has year-round(perennial)flow,skip to Section III.D.2.If the aquatic resource is a wetland directly
abutting a tributary with perennial flow,skip to Section III.D.4.
A wetland that is adjacent to but that does not directly abut an RPW requires a significant nexus evaluation.Corps
districts and EPA regions will include in the record any available information that documents the existence of a
significant nexus between a relatively permanent tributary that is not perennial(and its adjacent wetlands if any)
and a traditional navigable water,even though a significant nexus finding is not required as a matter of law.
If the waterbody4 is not an RPW,or a wetland directly abutting an RPW,a JD will require additional data to
determine if the waterbody has a significant nexus with a TNW.If the tributary has adjacent wetlands,the
significant nexus evaluation must consider the tributary in combination with all of its adjacent wetlands.This
significant nexus evaluation that combines,for analytical purposes,the tributary and all of its adjacent wetlands is
used whether the review area identified in the JD request is the tributary,or its adjacent wetlands,or both.If the JD
covers a tributary with adjacent wetlands,complete Section III.B.1 for the tributary,Section III.B.2 for any onsite
s Supporting documentation is presented in Section III.F.
°Note that the Instructional Guidebook contains additional information regarding swales,ditches,washes,and erosional features generally and in
the and West.

wetlands,and Section III.B.3 for all wetlands adjacent to that tributary,both onsite and offsite.The determination
whether a significant nexus exists is determined in Section III.0 below.
1. Characteristics of non-TNWs that flow directly or indirectly into TNW
(i) General Area Conditions:
Watershed size:
Drainage area:
Average annual rainfall:inches
Average annual snowfall:inches
(ii) Physical Characteristics:
(a) Relationship with TNW:
El Tributary flows directly into TNW.
El Tributary flows through tributaries before entering TNW.
Project waters are river miles from TNW.
Project waters are river miles from RPW.
Project waters are aerial(straight)miles from TNW.
Project waters are aerial(straight)miles from RPW.
Project waters cross or serve as state boundaries.Explain:
Identify flow route to TNWS:
Tributary stream order,if known:
(b) General Tributary Characteristics(check all that apply):
Tributary is: ❑Natural
❑Artificial(man-made). Explain:
❑Manipulated (man-altered). Explain:
Tributary properties with respect to top of bank(estimate):
Average width:feet
Average depth: feet
Average side slopes:.
Primary tributary substrate composition(check all that apply):
❑Silts ❑Sands ❑Concrete
❑Cobbles ❑Gravel ❑Muck
❑Bedrock ❑Vegetation. Type/%cover:
❑Other.Explain:
Tributarycondition/stability[e.g.,highly eroding,sloughing banks]. Explain:
Presence of run/riffle/pool complexes. Explain:
Tributary geometry:
Tributary gradient(approximate average slope): %
(c) Flow:
Tributary provides for:
Estimate average number of flow events in review area/year:
Describe flow regime:
Other information on duration and volume:
Surface flow is:.Characteristics:
Subsurface flow: .Explain findings:
'Flow route can be described by identifying,e.g.,tributary a,which flows through the review area,to flow into tributary b,which then flows into
TNW.

❑Dye(or other)test performed:
Tributary has(check all that apply):
❑Bed and banks
❑OHWM6(check all indicators that apply):
❑clear,natural line impressed on the bank ❑the presence of litter and debris
❑changes in the character of soil ❑destruction of terrestrial vegetation
❑shelving ❑the presence of wrack line
❑vegetation matted down,bent,or absent ❑sediment sorting
❑leaf litter disturbed or washed away ❑scour
❑sediment deposition ❑multiple observed or predicted flow events
El water staining ®abrupt change in plant community
❑other(list):
❑Discontinuous OHWM.1 Explain:
If factors other than the OHWM were used to determine lateral extent of CWA jurisdiction(check all that
apply):
El High Tide Line indicated by: El Mean High Water Mark indicated by:
❑oil or scum line along shore objects ❑survey to available datum;
❑fine shell or debris deposits(foreshore) El physical markings;
❑physical markings/characteristics ❑vegetation lines/changes in vegetation types.
❑tidal gauges
❑other(list):
(iii) Chemical Characteristics:
Characterize tributary(e.g.,water color is clear,discolored,oily film;water quality;general watershed
characteristics,etc.). Explain:
Identify specific pollutants,if known:
(iv) Biological Characteristics. Channel supports(check all that apply):
❑Riparian corridor. Characteristics(type,average width):
❑Wetland fringe. Characteristics:
❑Habitat for:
❑Federally Listed species. Explain findings:
❑Fish/spawn areas. Explain findings:
El Other environmentally-sensitive species. Explain findings:
❑Aquatic/wildlife diversity. Explain findings:
2. Characteristics of wetlands adjacent to non-TNW that flow directly or indirectly into TNW
(i) Physical Characteristics:
(a) General Wetland Characteristics:
Properties:
Wetland size:acres
Wetland type. Explain:
Wetland quality. Explain:
Project wetlands cross or serve as state boundaries.Explain:
'A natural or man-made discontinuity in the OHWM does not necessarily sever jurisdiction(e.g.,where the stream temporarily flows
underground,or where the OHWM has been removed by development or agricultural practices). Where there is a break in the OHWM that is
unrelated to the waterbody's flow regime(e.g.,flow over a rock outcrop or through a culvert),the agencies will look for indicators of flow above
and below the break.
'Ibid.

(b) General Flow Relationship with Non-TNW:
Flow is: Explain:
Surface flow is:
Characteristics:
Subsurface flow: . Explain findings:
❑Dye(or other)test performed:
(c) Wetland Adjacency Determination with Non-TNW:
❑Directly abutting
El Not directly abutting
El Discrete wetland hydrologic connection. Explain:
❑Ecological connection. Explain:
❑Separated by berm/barrier. Explain:
(d) Proximity(Relationship)to TNW
Project wetlands are river miles from TNW.
Project waters are aerial(straight)miles from TNW.
Flow is from:.
Estimate approximate location of wetland as within the floodplain.
(ii) Chemical Characteristics:
Characterize wetland system(e.g.,water color is clear,brown,oil film on surface;water quality;general
watershed characteristics;etc.). Explain:
Identify specific pollutants,if known:
(iii) Biological Characteristics. Wetland supports(check all that apply):
❑Riparian buffer. Characteristics(type,average width):
❑Vegetation type/percent cover. Explain:
❑Habitat for:
❑Federally Listed species. Explain findings:
❑Fish/spawn areas.Explain findings:
El Other environmentally-sensitive species. Explain findings:
❑Aquatic/wildlife diversity. Explain findings:
3. Characteristics of all wetlands adjacent to the tributary(if any)
All wetland(s)being considered in the cumulative analysis:
Approximately acres in total are being considered in the cumulative analysis.
For each wetland,specify the following:
Directly abuts?(Y/N) Size(in acres) Directly abuts?(Y/N) Size(in acres)
Summarize overall biological,chemical and physical functions being performed:
SIGNIFICANT NEXUS DETERMINATION
A significant nexus analysis will assess the flow characteristics and functions of the tributary itself and the functions
performed by any wetlands adjacent to the tributary to determine if they significantly affect the chemical,physical,
and biological integrity of a TNW. For each of the following situations,a significant nexus exists if the tributary,in
combination with all of its adjacent wetlands,has more than a speculative or insubstantial effect on the chemical,

physical and/or biological integrity of a TNW. Considerations when evaluating significant nexus include,but are not
limited to the volume,duration,and frequency of the flow of water in the tributary and its proximity to a TNW,and
the functions performed by the tributary and all its adjacent wetlands. It is not appropriate to determine significant
nexus based solely on any specific threshold of distance(e.g.between a tributary and its adjacent wetland or between
a tributary and the TNW).Similarly,the fact an adjacent wetland lies within or outside of a floodplain is not solely
determinative of significant nexus.
Draw connections between the features documented and the effects on the TNW,as identified in the Rapanos
Guidance and discussed in the Instructional Guidebook.Factors to consider include,for example:
• Does the tributary,in combination with its adjacent wetlands(if any),have the capacity to carry pollutants or flood
waters to TNWs,or to reduce the amount of pollutants or flood waters reaching a TNW?
• Does the tributary,in combination with its adjacent wetlands(if any),provide habitat and lifecycle support functions
for fish and other species,such as feeding,nesting,spawning,or rearing young for species that are present in the TNW?
• Does the tributary,in combination with its adjacent wetlands(if any),have the capacity to transfer nutrients and
organic carbon that support downstream food webs?
• Does the tributary,in combination with its adjacent wetlands(if any),have other relationships to the physical,
chemical,or biological integrity of the TNW?
Note:the above list of considerations is not inclusive and other functions observed or known to occur should be
documented below:
1. Significant nexus findings for non-RPW that has no adjacent wetlands and flows directly or indirectly into
TNWs. Explain findings of presence or absence of significant nexus below,based on the tributary itself,then go to
Section III.D:
2. Significant nexus findings for non-RPW and its adjacent wetlands,where the non-RPW flows directly or
indirectly into TNWs. Explain findings of presence or absence of significant nexus below,based on the tributary in
combination with all of its adjacent wetlands,then go to Section III.D:
3. Significant nexus findings for wetlands adjacent to an RPW but that do not directly abut the RPW.Explain
findings of presence or absence of significant nexus below,based on the tributary in combination with all of its
adjacent wetlands,then go to Section III.D:
D. DETERMINATIONS OF JURISDICTIONAL FINDINGS.THE SUBJECT WATERS/WETLANDS ARE(CHECK
ALL THAT APPLY):
TNWs and Adjacent Wetlands. Check all that apply and provide size estimates in review area:
El TNWs:linear feet,wide,Or acres.
❑Wetlands adjacent to TNWs:acres.
2. RPWs that flow directly or indirectly into TNWs.
❑Tributaries of TNWs where tributaries typically flow year-round are jurisdictional.Provide data and rationale
indicating that tributary is perennial:
❑Tributaries of TNW where tributaries have continuous flow"seasonally"(e.g.,typically three months each year)are
jurisdictional. Data supporting this conclusion is provided at Section III.B. Provide rationale indicating that
tributary flows seasonally:
Provide estimates for jurisdictional waters in the review area(check all that apply):
❑Tributary waters:linear feet wide.
❑Other non-wetland waters:acres.
Identify type(s)of waters:
Non-RPWs$that flow directly or indirectly into TNWs.
❑Waterbody that is not a TNW or an RPW,but flows directly or indirectly into a TNW,and it has a significant nexus
with a TNW is jurisdictional.Data supporting this conclusion is provided at Section IILC.
Provide estimates for jurisdictional waters within the review area(check all that apply):
'See Footnote#3.

❑Tributary waters:linear feet,wide.
❑Other non-wetland waters:acres.
Identify type(s)of waters:
4. Wetlands directly abutting an RPW that flow directly or indirectly into TNWs.
❑Wetlands directly abut RPW and thus are jurisdictional as adjacent wetlands.
❑Wetlands directly abutting an RPW where tributaries typically flow year-round. Provide data and rationale
indicating that tributary is perennial in Section III.D.2,above.Provide rationale indicating that wetland is
directly abutting an RPW:
❑Wetlands directly abutting an RPW where tributaries typically flow"seasonally." Provide data indicating that
tributary is seasonal in Section III.B and rationale in Section III.D.2,above.Provide rationale indicating that
wetland is directly abutting an RPW:
Provide acreage estimates for jurisdictional wetlands in the review area:acres.
5. Wetlands adjacent to but not directly abutting an RPW that flow directly or indirectly into TNWs.
❑Wetlands that do not directly abut an RPW,but when considered in combination with the tributary to which they are
adjacent and with similarly situated adjacent wetlands,have a significant nexus with a TNW are jurisidictional.
Data supporting this conclusion is provided at Section III.C.
Provide acreage estimates for jurisdictional wetlands in the review area:acres.
6. Wetlands adjacent to non-RPWs that flow directly or indirectly into TNWs.
❑Wetlands adjacent to such waters,and have when considered in combination with the tributary to which they are
adjacent and with similarly situated adjacent wetlands,have a significant nexus with a TNW are jurisdictional.
Data supporting this conclusion is provided at Section III.C.
Provide estimates for jurisdictional wetlands in the review area:acres.
ki Impoundments of jurisdictional waters.'
As a general rule,the impoundment of a jurisdictional tributary remains jurisdictional.
El Demonstrate that impoundment was created from"waters of the U.S.,"or
El Demonstrate that water meets the criteria for one of the categories presented above(1-6),or
❑Demonstrate that water is isolated with a nexus to commerce(see E below).
�. ISOLATED[INTERSTATE OR INTRA-STATE]WATERS,INCLUDING ISOLATED WETLANDS,THE USE,
DEGRADATION OR DESTRUCTION OF WHICH COULD AFFECT INTERSTATE COMMERCE,
INCLUDING ANY SUCH WATERS(CHECK ALL THAT APPLY):"
El which are or could be used by interstate or foreign travelers for recreational or other purposes.
❑from which fish or shellfish are or could be taken and sold in interstate or foreign commerce.
El which are or could be used for industrial purposes by industries in interstate commerce.
❑Interstate isolated waters.Explain:
❑Other factors.Explain:
Identify water body and summarize rationale supporting determination:
Provide estimates for jurisdictional waters in the review area(check all that apply):
❑Tributary waters:linear feet,wide.
'To complete the analysis refer to the key in Section III.D.6 of the Instructional Guidebook.
10Prior to asserting or declining CWA jurisdiction based solely on this category,Corps Districts will elevate the action to Corps and EPA
HQ for review consistent with the process described in the Corps/EPA Memorandum Regarding CWA Act Jurisdiction Following
Rapanos.

❑Other non-wetland waters:acres.
Identify type(s)of waters:
❑Wetlands:acres.
F. NON-JURISDICTIONAL WATERS,INCLUDING WETLANDS(CHECK ALL THAT APPLY):
❑If potential wetlands were assessed within the review area,these areas did not meet the criteria in the 1987 Corps of
Engineers Wetland Delineation Manual and/or appropriate Regional Supplements.
❑Review area included isolated waters with no substantial nexus to interstate(or foreign)commerce.
❑Prior to the Jan 2001 Supreme Court decision in"SWANCC,"the review area would have been regulated based
solely on the"Migratory Bird Rule"(MBR).
❑Waters do not meet the"Significant Nexus"standard,where such a finding is required for jurisdiction. Explain:
®Other:(explain,if not covered above):Based on the Corps site visit on 12/10/2020,the feature labeled"W3"shown
within the yellow outlined"AID Area"has an ordinary high water mark.However,based on the Corps site visit,this
feature was constructed entirely in uplands.There are no features with ordinary high water marks or hydric soils
above"W3"which drain into"W3".Further,there are no features with ordinary high water marks or hydric soils
below"W3".As such,per Federal Register pg.41218,Vol 51,No.219, 11/13/1986,the features labeled"W3"was
constructed in uplands are not considered waters of the U.S.
Provide acreage estimates for non jurisdictional waters in the review area,where the sole potential basis of jurisdiction is the
MBR factors(i.e.,presence of migratory birds,presence of endangered species,use of water for irrigated agriculture),using
best professional judgment(check all that apply):
❑Non-wetland waters(i.e.,rivers,streams):linear feet,wide.
❑Lakes/ponds:acres.
❑Other non-wetland waters:acres.List type of aquatic resource:
❑Wetlands:
Provide acreage estimates for non jurisdictional waters in the review area that do not meet the"Significant Nexus"standard,
where such a finding is required for jurisdiction(check all that apply):
❑Non-wetland waters(i.e.,rivers,streams):linear feet,wide.
7—]Lakes/ponds:acres.
❑Other non-wetland waters:acres. List type of aquatic resource:
❑Wetlands:acres.
SECTION IV: DATA SOURCES.
A. SUPPORTING DATA. Data reviewed for JD(check all that apply-checked items shall be included in case file and,
where checked and requested,appropriately reference sources below):
® Maps,plans,plots or plat submitted by or on behalf of the applicant/consultant:S&EC,PA./Steven Ball
❑X Data sheets prepared/submitted by or on behalf of the applicant/consultant.
©Office concurs with data sheets/delineation report.
❑Office does not concur with data sheets/delineation report.
❑ Data sheets prepared by the Corps:
❑ Corps navigable waters'study:
❑ U.S.Geological Survey Hydrologic Atlas:
❑USGS NHD data.
❑USGS 8 and 12 digit HUC maps.
® U.S.Geological Survey map(s).Cite scale&quad name:Figure 1—USGS Map/New Hill Quad/1"=1500'
® USDA Natural Resources Conservation Service Soil Survey.Citation:Figure 2—Soil Survey/Wake Co.Soil Survey
Sheet 81
❑ National wetlands inventory map(s). Cite name:
❑ State/Local wetland inventory map(s):

❑ FEMA/FIRM maps:
❑ 100-year Floodplain Elevation is:(National Geodectic Vertical Datum of 1929)
N Photographs: NAerial(Name&Date):Wetland Sketch Map
Or N Other(Name&Date):Site Photos
❑ Previous determination(s). File no.and date of response letter:
❑ Applicable/supporting case law:
❑ Applicable/supporting scientific literature:
❑ Other information(please specify):
B. ADDITIONAL COMMENTS TO SUPPORT JD:

PRELIMINARY JURISDICTIONAL DETERMINATION (PJD) FORM
BACKGROUND INFORMATION
A. REPORT COMPLETION DATE FOR PJD: 02/07/2023
B. NAME AND ADDRESS OF PERSON REQUESTING PJD: S&EC,PA., Steven Ball, 8412 Falls of
Neuse Road,Raleigh,NC 27615
C. DISTRICT OFFICE, FILE NAME, AND NUMBER: Wilmington District, Gracewood,
SAW-2020-01814
D. PROJECT LOCATION(S) AND BACKGROUND INFORMATION: The project site is located north of
Old US 1 Hwy, east of Olive Branch Lane, and west of Horton Road in New Hill, in Wake County,North
Carolina. The preliminary jurisdictional determination evaluation area is shown as the red outlined"PJD
Area"depicted on the attached"Wetland Sketch Map"exhibit. The approved jurisdictional determination
evaluation area is shown as the yellow outlined"AJD Area"depicted on the attached"Wetland Sketch Map"
exhibit.
(USE THE TABLE BELOW TO DOCUMENT MULTIPLE AQUATIC RESOURCES
AND/OR AQUATIC RESOURCES AT DIFFERENT SITES)
State:NC County:Wake City:Apex
Center coordinates of site (lat/long in degree decimal format): Latitude: 35.673501 Longitude: -78.960520
Universal Transverse Mercator:
NAD 83
Name of nearest waterbody:UT to Little Beaver
Creek
E. REVIEW PERFORMED FOR SITE EVALUATION(CHECK ALL THAT APPLY):
❑Office (Desk) Determination. Date:
0 Field Determination. Date(s): 12/10/2020

TABLE OF AQUATIC RESOURCES IN REVIEW AREA WHICH"MAYBE"SUBJECT TO
REGULATORY JURISDICTION
Site number Latitude Longitude Estimated Type of aquatic Geographic
(decimal (decimal amount of resource (i.e., authority to
degrees) degrees) aquatic resource wetland vs non- which the
in review area wetland waters) aquatic
(acerage and resource
linear feet, if "may be"
applicable) subject(i.e.,
Section 404 or
Section
10/404)
B 35.676727 -78.957790 1,409 Non-wetland Section 404
C 35.675207 -78.956643 793 Non-wetland Section 404
D 35.676096 -78.958893 579 Non-wetland Section 404
E 35.675322 -78.963490 1,338 Non-wetland Section 404
F(Int) 35.671189 -78.960708 1,209 Non-wetland Section 404
F (Per) 35.671644 -78.963886 148 Non-wetland Section 404
G 35.669484 -78.960709 679 Non-wetland Section 404
LW1 35.676579 -78.958710 45 Wetland Section 404
LW2 35.669568 -78.961162 121 Wetland Section 404
LW3 35.668220 -78.961550 126 Wetland Section 404
W1 35.673937 -78.957170 0.02 Wetland Section 404
W2 35.673925 -78.957155 0.02 Wetland Section 404
W3 35.676470 -78.954845 0.01 Wetland Section 404
W4 35.676137 -78.956445 0.03 Wetland Section 404
W5 35.676023 -78.956767 0.02 Wetland Section 404
W6 35.676232 -78.957242 0.18 Wetland Section 404
W7 35.677127 -78.958637 0.21 Wetland Section 404
W8 35.677783 -78.959623 0.50 Wetland Section 404
W9 35.675506 -78.959390 0.11 Wetland Section 404
W10 35.676286 -78.958594 0.01 Wetland Section 404
W11 35.676430 -78.958688 0.01 Wetland Section 404
W12 35.676459 -78.958586 0.01 Wetland Section 404
W13 35.674690 -78.962884 0.08 Wetland Section 404
W14 35.674070 -78.961788 0.02 Wetland Section 404
W15 35.673956 -78.961539 0.01 Wetland Section 404
W16 35.672984 -78.959816 0.20 Wetland Section 404
W17 35.670612 -78.962308 0.25 Wetland Section 404
W18 35.669013 -78.961257 0.17 Wetland Section 404
W19 35.666128 -78.962398 0.14 Wetland Section 404
W20 35.673416 -78.967115 0.01 Wetland Section 404

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

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:
X❑ Maps, plans, plots or plat submitted by or on behalf of the PJD requestor:S&EC, PA. / Steven Ball
Map: Figure 1, Figure 2, Wetland Sketch Map
❑■ Data sheets prepared/submitted by or on behalf of the PJD requestor.
X❑ 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"=1000' & 2016 New Hill, NC Quad
❑] Natural Resources Conservation Service Soil Survey. Citation: Wake County Soil Survey Sheet 81
❑ 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)
X❑ Photographs: X❑ Aerial (Name & Date): Wetland Sketch Map
or ❑X Other (Name & Date): Site Photos
❑ Previous determination(s). File no. and date of response letter:
❑ Other information (please specify):
IMPORTANT NOTE: The information recorded on this form has not necessarily
been verified by the Corps and should not be relied upon for later jurisdictional
determinations.
Murphrey
/it Kevin Murphrey Digitally signed 608:4by n 0-04'00'
Date:2020.10.16 08:43:40-04'00'
Signature and date of Signature and date of
Regulatory staff member person requesting PJD
completing PJD 02/07/2023 (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.

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Wetland Sketch Nh soil& Environmental Consultants, PA' 0 1,00
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187g WATER RESOURCES DEPARTMENT
0 , z
,pTy CAROv
November 13, 2020
Steven Ball, RF, PWS
Project Manager
Soil & Environmental Consultants, PA
North Quarter Office Park
8412 Falls of Neuse Road, Suite 104
Raleigh, NC 27615
Subject: Stream Buffer Determination Apex 20-005
Gracewood
Cape Fear River Basin
Dear Mr. Ball,
On November 9th, 2020, Mr.James Misciagno met with Kevin Murphrey at the subject site to evaluate 22
(22) drainage features and determine if they are subject to the Town of Apex (Town) riparian buffer rules.
Based on the information obtained during the site visit and per the requirements set forth in Section
6.1.11 of the Town Unified Development Ordinance (UDO), I concur with the stream classifications as
shown on the attached sketch dated November 9, 2020 and initialed by James Misciagno on November
13, 2020
Drainage Shown as Shown as on Determination made Determined Buffer
Feature on USGS Soil Survey in the field Width
Feature B Intermittent Intermittent Intermittent 50 feet
Feature C Not Present Intermittent Intermittent 50 feet
Feature D Not Present Not Present Ephemeral 0 feet
Feature E Not Present Intermittent Ephemeral 0 feet
(ephemeral)
Feature E Not Present Intermittent Intermittent 50 feet
(intermittent)
Feature F Perennial Intermittent Intermittent 50 feet
(intermittent)
Feature F Intermittent Perennial Perennial 100 feet
(perennial)
Feature G Not Present Intermittent Ephemeral 0 feet
(ephemeral)
Feature G Not Present Intermittent Intermittent 50 feet
(intermittent)

Feature H Not Present Not Present Ephemeral 0 feet
Feature I Not Present Perennial Ephemeral 0 feet
Feature J Not Present Intermittent Ephemeral 0 feet
Feature K Not Present Intermittent Ephemeral 0 feet
Feature L Not Present Perennial Ephemeral 0 feet
Feature M Not Present Intermittent Ephemeral 0 feet
Feature N Not Present Intermittent Ephemeral 0 feet
Feature O Not Present Intermittent Ephemeral 0 feet
Feature P Not Present Intermittent Ephemeral 0 feet
Feature Q Not Present Intermittent Ephemeral 0 feet
Feature R Not Present Perennial Ephemeral 0 feet
Feature S Not Present Perennial Ephemeral 0 feet
Feature T Not Present Intermittent Ephemeral 0 feet
This on-site determination shall expire five (5)years from the date of this letter. Landowners or affected
parties that dispute a determination made by the Division of Water Resources (DWR) or Delegated Local
Authority in the Jordan Lal<e watershed may request a determination by the DWR Director.
An appeal request must be made within sixty(60) days of date of this letter or from the date the affected
party (including downstream and/or adjacent owners) is notified of this letter. A request for a
determination by the Director shall be referred to the Director in writing c/o Karen Higgins, DWR—401&
Buffer Permitting Unit; 1617 Mail Service Center, Raleigh, NC 27699-1617. Otherwise the appeal
procedure will be in accordance with LIDO Section 6.1.11.
If you dispute the Director's determination, you may file a petition for an administrative hearing. You
must file the petition with the Office of Administrative Hearings within sixty (60) days of receipt of this
notice of decision. A petition is considered filed when it is received in the Office of Administrative Hearings
during normal office hours. The Office of Administrative Hearings accepts filings Monday through Friday
between the hours of 8:00am and 5:00pm, except for official State holidays.
TOWN OF APEX
The Peak of Good Living
PO Box 25o Apex, NC 27502 1 [phone] 1 www.apexnc.org

p P E.A-
1873 WATER RESOURCES DEPARTMENT
C A�OV
To request a hearing, send the original and one (1) copy of the petition to the Office of Administrative
Hearings, 6714 Mail Service Center, Raleigh, NC 27699-6714. A copy of the petition must also be served
to the Department of Natural Resources, c/o Mary Penny Thompson, General Counsel, 1601 Mail Service
Center, Raleigh, NC 27699-1601.
This determination is final and binding unless, as detailed above, you ask for a hearing or appeal within
sixty(60)days. This project may require a Section 404/401 Permitforthe proposed activity. Any inquiries
should be directed to the US Army Corp of Engineers (Raleigh Regulator Field Office) at [phone].
If you have any questions, please do not hesitate to contact me at(919) 249-3413.
Sincerely,
Jessica Bolin, PE
Environmental Engineering Manager

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Scale: Wake County, NC
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Environmental Banc& Exchange, LLC Stream and Wetland Banks
Statement of Availability June S, 2023
U.S.Army Corps of Engineers
Lyle Phillips
Raleigh Regulatory Field Office
3331 Heritage Trade Center, Suite 105
Wake Forest, NC 27587
Re Project: Gracewood
This document confirms that the Gracewood Development Inc. (Applicant) for the Gracewood (Project)
has expressed an interest to utilize 46.00 Stream Mitigation Credits from the EBX sponsored RES Cape
Fear 02 Umbrella Mitigation Bank, specifically46.00 Stream credits from the Dairyland Site, in the Cape Fear
HUC 03030002. As the official Bank Sponsor, Environmental Banc & Exchange, LLC, attests to the fact that
mitigation is available for reservation at this time.
These mitigation credits are not considered secured, and consequently are eligible to be used for alternate
purposes by the Bank Sponsor, until payment in full is received from the Applicant resulting in the issuance
of a Mitigation Credit Transfer Certificate by the bank acknowledging that the Applicant has fully secured
credits from the bank and the Banker has accepted full responsibility for the mitigation obligation requiring
the credits/units.
The Banker will issue the Mitigation Credit Transfer Certificate within three(3)days of receipt of the purchase
price. Banker shall provide to Applicant a copy of the Mitigation Credit Transfer Certificate and a
documented copy of the debit of credits from the Bank Official Credit Ledger(s), indicating the permit
number and the resource type secured by the applicant.A copy of the Mitigation Credit Transfer Certificate,
with an updated Official Credit Ledger will also be sent to regulatory agencies showing the proper
documentation.
Please contact me at 919-209-1055 or [e-mail] if you have any questions.
Best Regards,
Amy Staley
Resource Environmental Solutions, LLC
3600 Glenwood Avenue, Suite 100
Raleigh, NC 27612

DAVEY1. 0
Resource Group DAV Or
Statement of Mitigation Credit Availability
DM Cape Fear 02 Umbrella Bank
Davey Resource Group,Inc.
June 6, 2023
Lyle Phillips
Army Corps of Engineers
Wilmington District
Re: Availability of Compensatory Stream Credits
Project: Gracewood
This document confirms that Gracewood Development Inc. (Applicant) has expressed interest to utilize
816.274 Stream Credits (Credits) for the Gracewood project from the Dutch Farms Mitigation Bank
(Bank) located in HUC 03030002. As the Official Bank Sponsor representative, Davey Resource Group
attest to the fact that 816.274 credits are available at the time of this document.
These mitigation credits are not considered secured, and consequently are eligible to be used for alternate
purposes by the Bank Sponsor, until payment in full is received from the Applicant resulting in the
issuance of a Mitigation Transfer Certificate by the bank acknowledging that the Applicant has fully
secured credits from the bank and the Banker has accepted full responsibility for the mitigation obligation
requiring the credits/units.
The Bank Sponsor will issue the Mitigation Transfer Certificate within five (5) days of receipt of the
purchase price. Banker shall provide to Applicant a copy of the Mitigation Transfer Certificate and a copy
of the Bank's Credit Ledger, indicating the permit number and the resource type secured by the applicant.
A copy of the Mitigation Transfer Certificate,with an updated Credit Ledger will also be sent to regulatory
agencies reflecting the transaction.
Please feel free to contact me if you have any questions.
Sincerely,
Caitlan B. Parker
Market Analyst
[e-mail] 1843.261.3049
5300 Wellington Branch Drive,Suite 100
Gainesville,Virginia 20155

•
Soil & Environmental Consultants, PA
8412 Falls of Neuse Road,Suite 104,Raleigh,NC 27615•Phone:[phone]• Fax: [phone]
sandec.com
To: U.S. Fish and Wildlife Service September 24,2021
Raleigh Field Office S&EC Project No: 12166.W17
P.O. Box 33726
Raleigh,NC 27636-3726
Re: Online Project Review Request,Gracewood,Apex—Wake County,North Carolina
We have reviewed the referenced project using the USFWS North Carolina Field Office's online project
review process and have followed all guidance and instructions in completing the review.We completed
our review September 24,2021 and are submitting our project review package in accordance with the
instructions for further review.
Our proposed action consists of.A planned residential development that is proposing impacts to wetlands
and streams.
The location of the project and the action area are identified on the enclosed maps.
Gracewood(35.675701, -78.960431). The site is located at 4316 Old US 1 Hwy,Apex—Wake County,
North Carolina.
Construction will commence following the anticipated Section 404&401 Approvals and should be
completed by the Nationwide Permit Expiration date of March 15,2026.
This project review is needed under provisions of Section 7 of the Endangered Species Act(ESA),and
per General Condition 18 of Nationwide Permit 29.
The enclosed project review package provides the information about the species and critical habitat
considered in our review. The species conclusions table included in the package identifies our
determinations for the resources that may be affected by the project.
For additional information,please contact Mason Montgomery at [e-mail]
Sincerely,
SOIL&ENVIRONMENTAL CONSULTANTS,PA
Mason Montgomery
Environmental Scientist,Wetlands Department
Enclosures:
1. Project Request Review Package 6. FWS Official Species List
2. S&EC T&E Species Report 7. NHP Report
3. Vicinity Maps 8. FWS Species Conclusion Table
4. S&EC Photo Report 9. FWS Self-Certification Letter
5. Overall Site Plan

•
Soil & Environmental Consultants, PA
[12 Falls of Neuse Road, Suite 104,Raleigh,NC 27615 • Phone: [phone]•Fax: (919) 8-%-9467
sandec.com
September 24, 2021
S&EC Project No.: 12166.W 17
To: Community Properties Inc.
Attn: Jack Morisey
1000 Saint Alban Drive Suite 400
Raleigh,NC 27609
Re: THREATENED & ENDANGERED SPECIES REPORT
Gracewood(+/- 239 acres)
4316 Old US 1 Hwy, Apex, Wake County,NC
Dear Mr. Morisey:
On September 20, 2021, Soil &Environmental Consultants, PA(S&EC) evaluated the Gracewood
property shown on the attached maps for potential endangered species. The property is located at 4316
Old US 1 Hwy in Wake County,NC. Surface waters on-site flow into New Hope River Arm of Jordan
Lake in the Cape Fear River Basin,which has been classified in the"Classification and NC DWQ
Standards Applicable to Surface Waters and Wetlands of North Carolina" as WS-IV,B;NSW, CA.
We obtained the attached automatically generated official species list from the U.S. Fish&Wildlife
Service(FWS) and N.C. Natural Heritage Program(NHP)report identifying the protected species on or
within one mile of the project area that could potentially be affected by the project. These FWS &NHP
reports were updated as of the date of this report. The official species list is valid for 90 days.
We conducted site assessments to identify potential suitable habitat and preliminary surveys for the
individual species listed on the official species list. This included assessing the physical characteristics of
the streams, identifying forest types, and looking for evidence of the listed species on-site. This survey
did not include any detailed sampling or netting. The results of the search are discussed below.
Gracewood -S&EC Threatened&Endangered Species Report
Page 1 of 5

September 24,2021
S&EC Project#12166.W17
RESULTS:
The FWS official species list identified the following species for the Evaluation limits:
• Red-cockaded Woodpecker(Picoides borealis), Endangered
• Cape Fear Shiner(Notropis mekistocholas), Endangered
• Atlantic Pigtoe (Fusconaia masoni), Proposed Threatened
• Michaux's Sumac (Rhus michauxii), Endangered
Of the species identified on the official species list, the NHP report did identify a Federally endangered
species within one mile of the project area. There is a historical elemental occurrence for the Red-
cockaded Woodpecker from 1984. Other State listed species were found within the project area as
listed in the attached NHP report. The NHP report identified 2 managed land areas within the project
area and 3 managed areas within one mile of the project area. These are listed out in the attached NHP
Report.
RED-COCKADED WOODPECKER(Picoides borealis):
S&EC personnel conducted preliminary surveys of suitable habitat (foraging and cavity trees) and
individual Red-cockaded Woodpeckers (RCWs) within the project area. We found no individual
RCWs within the project area. The NHP report did list a known historical elemental occurrence from
1984 within one mile of the site. We found no ideal suitable habitat(e.g., Long Leaf pine forests)
within the project area. The mixed Loblolly pine stands on-site are too young (±25 years old)to be
considered suitable habitat. Given the lack of species present, and no presence of suitable habitat we
concluded that the project would have"No effect" on RCWs.
CAPE FEAR SHINER(Notropis mekistocholas)
During the preliminary survey for the Cape Fear Shiner we looked for any suitable habitat and
evidence of the species being present. The NHP report did not list any known elemental occurrence
within the project area or within one mile of the site. These species are found in the Upper Caper Fear
River Basin. The suitable habitat these species are found in are streams with rocky substrate with slow
flowing water. While we did not specifically sample for the species, we also did not find any evidence
of the species while conducting our preliminary surveys of the streams for potential suitable habitat.
Gracewood -S&EC Threatened&Endangered Species Report
Page 2 of 5

September 24,2021
S&EC Project#12166.W17
Our preliminary survey concluded that potential suitable habitat does not exist on-site. The perennial
stream was +/-4 feet wide with medium baseflow and had a sandy substrate. Additionally, the other
streams on-site did not have suitable habitat. Due to these observations, we have concluded that the
project would have "No effect"on the Cape Fear Shiner.
ATLANTIC PIGTOE (Fusconaia masom):
S&EC personnel conducted preliminary surveys of the streams on-site for potential suitable habitat for
the Atlantic Pigtoe(Note: This did not include a detailed aquatic mussel survey for the presence of
mussels). The NHP report did not list any known elemental occurrence within the project area or
within one mile of the site. The suitable habitat for this species consists of medium sized creeks to large
rivers with excellent water quality. This species typically lives in streams with coarse sand and gravel
with moderate to high flowing water. While we did not specifically sample for the species, we also did
not find any evidence of the species while conducting our preliminary surveys of the streams for
potential suitable habitat.
Our preliminary survey concluded that potential suitable habitat does not exist on-site. The perennial
stream was +/-4 feet wide with medium baseflow and had a sandy substrate. Additionally, the other
streams on-site did not have suitable habitat. Due to these observations, we have concluded that the
project would have "No effect"on the Atlantic Pigtoe.
MICHAUX'S SUMAC (Rhus michauxia):
S&EC personnel conducted preliminary surveys of suitable habitat within the project area. We visited
a known population of Michaux's sumac within Wake County prior to conducting our preliminary
surveys. We found no individual Michaux's Sumac species within the project area. The NHP report
did not list any known elemental occurrence within the project area. We found suitable habitat within
the project areas to include primarily disturbed open areas along roads,paths, and field edges. Other
sumac species identified on-site included Winged sumac (Rhus copallinum). Given the lack of species
present within the areas believed to be suitable habitat we concluded that the project would have"No
effect"on Michaux's sumac.
Gracewood-S&EC Threatened&Endangered Species Report
Page 3 of 5

September 24,2021
S&EC Project#12166.W17
BALD EAGLE (Haliaeetus leucocephalus):
S&EC personnel conducted preliminary surveys of suitable habitat, nesting sites, and individual Bald
Eagles within the project area. During our survey, we found no evidence of Bald Eagles or any nesting
sites within the project area. The NHP report did not identify any known nests on-site or within one
mile of the site. Given the lack of species present, we have concluded that the project is "Unlikely to
disturb nesting bald eagles". We believe no Eagle Act Permit is required.
NORTHERN LONG-EARED BAT (Myotis septentrionalis):
S&EC personnel conducted preliminary surveys for suitable habitat and individual Northern Long-
eared Bats (NLEB's) within the project area. During our survey, we found no individual species.
Relying upon the findings of the 1/5/2016 Programmatic Biological Opinion for Final 4(d) Rule on the
Northern Long-Eared Bat and Activities Excepted from Take Prohibitions to fulfill our project-specific
section 7 responsibilities." Due to the nature of the project being residential development, we
concluded that the project would"May affect, but not likely to adversely affect"NLEB's.
CONCLUSION:
After completing the habitat assessments and preliminary surveys, S&EC completed the attached
"Species Conclusion Table" and"Self-Certification Letter". Using language typically used by the FWS
in their conclusion letters, we have concluded that it appears the proposed project is not likely to
adversely affect any federally listed endangered or threatened species, their formally designated
critical habitat, or species currently proposed for listing under the Endangered Species Act(ESA).
We strongly recommend requesting a concurrence letter from the FWS.
Sincerely,
SOIL AND ENVIRONMENTAL CONSULTANTS, PA
Mason Montgomery
Environmental Scientist, Wetlands Department
Gracewood -S&EC Threatened&Endangered Species Report
Page 4 of 5

September 24,2021
S&EC Project#I2166.W17
Attachments:
1. USGS Vicinity Map
2. Soil Survey Vicinity Map
3. Aerial Map
4. Photo Report
5. Overall Site Plan
6. FWS List of threatened and endangered species that occur in your proposed location,and/or may be affected by
your proposed project. Official Species List.July 19,2021.
7. NHP report: July 19,2021.
8. S&EC—FWS Species Conclusion Table. September 24,2021.
9. S&EC—FWS Self-Certification Letter. September 24,2021.
References:
-North Carolina Natural Heritage Program.2017.Biotics Database.Department of Environment and Natural Resources,
Raleigh,North Carolina.
-US Fish and Wildlife Service.Information for Planning and Consultation(IPaQ&Raleigh Ecological Services Field
Office Online Project Reviews website.
-U.S.Fish and Wildlife Service.2017. Species status assessment report for the Atlantic Pigtoe(Fusconaia masoni).Version
1.2.March 2017.Atlanta,GA.
-U.S.Fish and Wildlife Service. 1993.Michaux's Sumac Recovery Plan.Atlanta,Georgia:
U.S.Fish and Wildlife Service. 30pp.
-U.S.Fish and Wildlife Service.2003.Recovery Plan for the Red-cockaded Woodpecker(Picoides borealis)
Second Revision.Atlanta GA 316 pp.
Gracewood -S&EC Threatened&Endangered Species Report
Page 5 of 5

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United States Department of the Interior
FISH AND WILDLIFE SERVICE
4j4Rc"' �w> Raleigh Ecological Services Field Office
Post Office Box 33726
Raleigh,NC 27636-3726
Phone: [phone] Fax: [phone]
In Reply Refer To: July 19, 2021
Consultation Code: 04EN2000-2021-SLI-1526
Event Code: 04EN2000-2021-E-03405
Project Name: Gracewood
Subject: List of threatened and endangered species that may occur in your proposed project
location or may be affected by your proposed project
To Whom It May Concern:
The species list generated pursuant to the information you provided identifies threatened,
endangered, proposed and candidate species, as well as proposed and final designated critical
habitat, that may occur within the boundary of your proposed project and/or may be affected by
your proposed project. The species list fulfills the requirements of the U.S. Fish and Wildlife
Service (Service) under section 7(c) of the Endangered Species Act(Act) of 1973, as amended
(16 U.S.C. 1531 et seq.).
New information based on updated surveys, changes in the abundance and distribution of
species, changed habitat conditions, or other factors could change this list. Please feel free to
contact us if you need more current information or assistance regarding the potential impacts to
federally proposed, listed, and candidate species and federally designated and proposed critical
habitat. Please note that under 50 CFR 402.12(e) of the regulations implementing section 7 of the
Act, the accuracy of this species list should be verified after 90 days. This verification can be
completed formally or informally as desired. The Service recommends that verification be
completed by visiting the ECOS-IPaC website at regular intervals during project planning and
implementation for updates to species lists and information.An updated list may be requested
through the ECOS-IPaC system by completing the same process used to receive the enclosed list.
Section 7 of the Act requires that all federal agencies (or their designated non-federal
representative), in consultation with the Service, insure that any action federally authorized,
funded, or carried out by such agencies is not likely to jeopardize the continued existence of any
federally-listed endangered or threatened species. A biological assessment or evaluation may be
prepared to fulfill that requirement and in determining whether additional consultation with the
Service is necessary. In addition to the federally-protected species list, information on the
species' life histories and habitats and information on completing a biological assessment or

07/19/2021 Event Code: 04EN2000-2021-E-03405 2
evaluation and can be found on our web page at http://www.fws.gov/raleigh. Please check the
web site often for updated information or changes
If your project contains suitable habitat for any of the federally-listed species known to be
present within the county where your project occurs, the proposed action has the potential to
adversely affect those species. As such, we recommend that surveys be conducted to determine
the species' presence or absence within the project area. The use of North Carolina Natural
Heritage program data should not be substituted for actual field surveys.
If you determine that the proposed action may affect (i.e., likely to adversely affect or not likely
to adversely affect) a federally-protected species, you should notify this office with your
determination, the results of your surveys, survey methodologies, and an analysis of the effects
of the action on listed species, including consideration of direct, indirect, and cumulative effects,
before conducting any activities that might affect the species. If you determine that the proposed
action will have no effect (i.e., no beneficial or adverse, direct or indirect effect) on federally
listed species, then you are not required to contact our office for concurrence (unless an
Environmental Impact Statement is prepared). However, you should maintain a complete record
of the assessment, including steps leading to your determination of effect, the qualified personnel
conducting the assessment, habitat conditions, site photographs, and any other related articles.
Please be aware that bald and golden eagles are protected under the Bald and Golden Eagle
Protection Act(16 U.S.C. 668 et seq.), and projects affecting these species may require
development of an eagle conservation plan (http://www.fws.gov/windenergy/
eagle_guidance.html). Additionally, wind energy projects should follow the wind energy
guidelines (http://www.fws.gov/windenergy/) for minimizing impacts to migratory birds and
bats.
Guidance for minimizing impacts to migratory birds for projects including communications
towers (e.g., cellular, digital television, radio, and emergency broadcast) can be found at: http://
www.fws.gov/migratorybirds/CurrentBirdlssues/Hazards/towers/towers.htm; http://
www.towerkill.com; and http://www.fws.gov/migratorybirds/CurrentBirdIssues/Hazards/
towers/comtow.html.
Not all Threatened and Endangered Species that occur in North Carolina are subject to section 7
consultation with the U.S Fish and Wildlife Service. Atlantic and shortnose sturgeon, sea
turtles,when in the water, and certain marine mammals are under purview of the National Marine
Fisheries Service. If your project occurs in marine, estuarine, or coastal river systems you should
also contact the National Marine Fisheries Service, http://www.nmfs.noaa.gov/
We appreciate your concern for threatened and endangered species. The Service encourages
Federal agencies to include conservation of threatened and endangered species into their project
planning to further the purposes of the Act. Please include the Consultation Tracking Number in
the header of this letter with any request for consultation or correspondence about your project
that you submit to our office. If you have any questions or comments, please contact John Ellis
of this office at [e-mail].

07/19/2021 Event Code: 04EN2000-2021-E-03405 3
Attachment(s):
• Official Species List

07/19/2021 Event Code: 04EN2000-2021-E-03405 1
Official Species List
This list is provided pursuant to Section 7 of the Endangered Species Act, and fulfills the
requirement for Federal agencies to "request of the Secretary of the Interior information whether
any species which is listed or proposed to be listed may be present in the area of a proposed
action".
This species list is provided by:
Raleigh Ecological Services Field Office
Post Office Box 33726
Raleigh, NC 27636-3726
[phone]

07/19/2021 Event Code: 04EN2000-2021-E-03405 2
Project Summary
Consultation Code: 04EN2000-2021-SLI-1526
Event Code: 04EN2000-2021-E-03405
Project Name: Gracewood
Project Type: DEVELOPMENT
Project Description: This project is located on the north side of Old US 1 and west of Horton
Road,Apex,Wake County, NC. This site is approximately 239 acres.
Project Location:
Approximate location of the project can be viewed in Google Maps: https:
www.google.com/maps/(a)35.671794649999995,-78.96089978615274,14z
179
P�
NoUn ia: �`c
Counties: Wake County, North Carolina

07/19/2021 Event Code: 04EN2000-2021-E-03405 3
Endangered Species Act Species
There is a total of 4 threatened, endangered, or candidate species on this species list.
Species on this list should be considered in an effects analysis for your project and could include
species that exist in another geographic area. For example, certain fish may appear on the species
list because a project could affect downstream species.
IPaC does not display listed species or critical habitats under the sole jurisdiction of NOAA
Fisheries1, as USFWS does not have the authority to speak on behalf of NOAA and the
Department of Commerce.
See the "Critical habitats" section below for those critical habitats that lie wholly or partially
within your project area under this office's jurisdiction. Please contact the designated FWS office
if you have questions.
1. NOAA Fisheries, also known as the National Marine Fisheries Service (NMFS), is an
office of the National Oceanic and Atmospheric Administration within the Department of
Commerce.
Birds
NAME STATUS
Red-cockaded Woodpecker Picoides borealis Endangered
No critical habitat has been designated for this species.
Species profile:httpss://ecos.fws.gov/ecp/species/7614
Fishes
NAME STATUS
Cape Fear Shiner Notropis mekistocholas Endangered
There is final critical habitat for this species.The location of the critical habitat is not available.
Species profile:https:Hecos.fws.gov/ecp/species/6063
Clams
NAME STATUS
Atlantic Pigtoe Fusconaia masoni Proposed
There is proposed critical habitat for this species.The location of the critical habitat is not Threatened
available.
Species profile:https:Hecos.fws.gov/ecp/species/5164

07/19/2021 Event Code: 04EN2000-2021-E-03405 4
Flowering Plants
NAME STATUS
Michaux's Sumac Rhus michauxii Endangered
No critical habitat has been designated for this species.
Species profile:https://ecos.fws.gov/ecp/species/5217
Critical habitats
THERE ARE NO CRITICAL HABITATS WITHIN YOUR PROJECT AREA UNDER THIS OFFICE'S
JURISDICTION.

Roy Cooper,Governor
■o■
■■ NC DEPARTMENT OF D.Reid Wilson,Secretary
■■ ■■ NATURAL AND CULTURAL RESOURCES
RUN Walter Clark
Director,Division of land and Water Stewardship
NCNHDE-15147
July 19, 2021
Robert Zarzecki
Soil & Environmental Consultants, PA
8412 Falls of Neuse Road, Suite 104
Raleigh, NC 27615
RE: Gracewood; 12166
Dear Robert Zarzecki:
The North Carolina Natural Heritage Program (NCNHP) appreciates the opportunity to provide
information about natural heritage resources for the project referenced above.
A query of the NCNHP database indicates that there are records for rare species, important natural
communities, natural areas, and/or conservation/managed areas within the proposed project
boundary. These results are presented in the attached `Documented Occurrences' tables and map.
The attached `Potential Occurrences' table summarizes rare species and natural communities that
have been documented within a one-mile radius of the property boundary. The proximity of these
records suggests that these natural heritage elements may potentially be present in the project area
if suitable habitat exists. Tables of natural areas and conservation/managed areas within a one-mile
radius of the project area, if any, are also included in this report.
If a Federally-listed species is documented within the project area or indicated within a one-mile
radius of the project area, the NCNHP recommends contacting the US Fish and Wildlife Service
(USFWS) for guidance. Contact information for USFWS offices in North Carolina is found here:
https://www.fws.gov/offices/Di rectory/ListOffices.cfm?statecode=37.
Please note that natural heritage element data are maintained for the purposes of conservation
planning, project review, and scientific research, and are not intended for use as the primary criteria
for regulatory decisions. Information provided by the NCNHP database may not be published
without prior written notification to the NCNHP, and the NCNHP must be credited as an information
source in these publications. Maps of NCNHP data may not be redistributed without permission.
Also please note that the NC Natural Heritage Program may follow this letter with additional
correspondence if a Dedicated Nature Preserve, Registered Heritage Area, Land and Water Fund
easement, or an occurrence of a Federally-listed species is documented near the project area.
If you have questions regarding the information provided in this letter or need additional assistance,
please contact Rodney A. Butler at rod nev.butler(c�ncdcr.gov or 919-707-8603.
Sincerely,
NC Natural Heritage Program
DEPARTMENT OF NATURAL AND CULTURAL RESOURCES
Q 121 W JONES STREET,RALEIGH.NC 27603 • 1651 MAIL SERVICE CENTER,RALEIGH,NC 27699
® OFC 919 707.9120 • FAX [phone]

Natural Heritage Element Occurrences, Natural Areas, and Managed Areas Intersecting the Project Area
Gracewood
Project No. 12166
July 19, 2021
NCNHDE-15147
No Element Occurrences are Documented within the Project Area
There are no documented element occurrences (of medium to very high accuracy) that intersect with the project area. Please note, however, that although the
NCNHP database does not show records for rare species within the project area, it does not necessarily mean that they are not present; it may simply mean that
the area has not been surveyed. The use of Natural Heritage Program data should not be substituted for actual field surveys if needed, particularly if the project
area contains suitable habitat for rare species. If rare species are found, the NCNHP would appreciate receiving this information so that we may update our
database.
No Natural Areas are Documented within the Project Area
Managed Areas Documented Within Project Area
Managed Area Nam Owner Ty
Harris Game Land Duke Energy Private
B. Everett Jordan Dam and Lake US Army Corps of Engineers Federal
NOTE: If the proposed project intersects with a conservation/managed area, please contact the landowner directly for additional information. If the project intersects with a Dedicated Nature Preserve
(DNP), Registered Natural Heritage Area(RHA),or Federally-listed species, NCNHP staff may provide additional correspondence regarding the project.
Definitions and an explanation of status designations and codes can be found at https://ncnhde.natureserve.org/help. Data query generated on July 19,2021;source: NCNHP,Q1 April 2021. Please
resubmit your information request if more than one year elapses before project initiation as new information is continually added to the NCNHP database.
Page 2 of 4

Natural Heritage Element Occurrences, Natural Areas, and Managed Areas Within a One-mile Radius of the Project Area
Gracewood
Project No. 12166
July 19, 2021
NCNHDE-15147
Element Occurrences Documented Within a One-mile Radius of the Project Area
Taxonomic EO ID Scientific Name Common Name Last Element Accuracy Federal State Global State
Group Observation Occurrence Status Status Rank Rank
M Date Rank
Bird 8539 Picoides borealis Red-cockaded 1984 H 3-Medium Endangered Endangered G3 S2
Woodpecker
Dragonfly or 32043 Coryphaeschna ingens Regal Darner 2004-Pre H? 5-Very --- Significantly G5 S2?
Damselfly Low Rare
No Natural Areas are Documented Within a One-mile Radius of the Project Area
Managed Areas Documented Within a One-mile Radius of the Project Area
Managed Area IN
Harris Game Land Duke Energy Private
B. Everett Jordan Dam and Lake US Army Corps of Engineers Federal
NC Division of Mitigation Services Easement NC DEQ, Division of Mitigation Services State
Definitions and an explanation of status designations and codes can be found at httos://ncnhde.natureserve.org/help. Data query generated on July 19,2021;source: NCNHP,Q1 April 2021. Please
resubmit your information request if more than one year elapses before project initiation as new information is continually added to the NCNHP database.
Page 3 of 4

NCNHDE-15147-. Gracewood
ewd
/ HortonRd New HIII
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July 19, 2021 1:29.082
Project Boundary 0 0.25 0.5 1 mi
❑ Buffered Project Boundary 0 0.4 0.8 1.6 km
Managed Area(MAREA) Sources Esri.HERE,Garmn.Intermap increment P Corp GEBCO.USGS.
FAO,NPS,NRCAN.GeoBase,IGN,Kadaster NL Ordnance Survey.Es'
n
METI Esn Ch—(Hong Kong).(c)OpenStreetMap contrEutors,and J.P.the GIS
User Community
Page 4 of 4

Species Conclusions Table
Project Name: Gracewod
Date: September 24,2021
Species/Resource Name Conclusion ESASection 7/Eagle Act Detemvnation Notes/Documentation
Red-cockaded Woodpecker No suitable habitat present No effect Preliminary habitat survey completed
Picoides borealis by S&EC staff on September 20,2021.
Cape Fear Shiner Notropis No suitable habitat present No effect Preliminary habitat survey completed
mekistochola s by S&EC staff on September 20,2021.
Atlantic Pigtoe Fusconaia No suitable habitat present No effect Preliminary habitat survey completed
mason by S&EC staff on September 20,2021.
Michawes Sumac Rhus Suitable habitat present, No effect Preliminary habitat survey completed
michauxii species not present by S&EC staff on September 20,2021.
Bald Eagle U like ly to disturb nesting No Eagle Act pemut required Preliminary habitat survey completed
Haliaeetus leucocephalus Bald Eagles by S&EC staff on September 20,2021.
Northern Long-eared Bat Suitable habitat present, Nhy affect,not likely to adversely affect Preliminary habitat survey completed by
Myotis septentrionalis species not present S&EC staff on September 20,2021.
Relying upon the findings ofthe 1/5/2016
Programmatic Biological Opinion for Final
4(d)Rule on the Northem Long-Eared Bat
and Activities Excepted from Take
Prohibitions to fulfill our project-specific
section 7 responsibilities.
Critical Habitat No critical habitat present No effect
Acknowledgement: I agree that the above information about my proposed project is true. I used all of the provided resources to make an
informed decision about impacts in the immediate and surrounding areas.
Nhson Nbntgomerv/Environmental Scientist,Wetlands Department at S&EC,PA September 24,2021
Signature/Title Date

QpP�MENT OF rho, I ISs&vi�r-s
y 20 United States Department of the Interior
FISH AND WILDLIFE SERVICE
4RON 3.%6 aF.
Raleigh Field Office
P.O. Box 33726
Raleigh, NC 27636-3726
Date: 09/24/2021
Self-Certification Letter
Project Name G racewood
Dear Applicant:
Thank you for using the U.S. Fish and Wildlife Service (Service) Raleigh Ecological
Services online project review process. By printing this letter in conjunction with your
project review package, you are certifying that you have completed the online project
review process for the project named above in accordance with all instructions
provided, using the best available information to reach your conclusions. This letter,
and the enclosed project review package, completes the review of your project in
accordance with the Endangered Species Act of 1973 (16 U.S.C. 1531-1544, 87 Stat.
884), as amended(ESA), and the Bald and Golden Eagle Protection Act(16 U.S.C.
668-668c, 54 Stat. 250), as amended(Eagle Act). This letter also provides
information for your project review under the National Environmental Policy Act of
1969 (P.L. 91-190, 42 U.S.C. 4321-4347, 83 Stat. 852), as amended. A copy of this
letter and the project review package must be submitted to this office for this
certification to be valid. This letter and the project review package will be maintained
in our records.
The species conclusions table in the enclosed project review package summarizes
your ESA and Eagle Act conclusions. Based on your analysis, mark all the
determinations that apply:
❑ "no effect" determinations for proposed/listed species and/or
proposed/designated critical habitat; and/or
❑ "may affect, not likely to adversely affect" determinations for proposed/listed
species and/or proposed/designated critical habitat; and/or
❑ "may affect, likely to adversely affect" determination for the Northern long-
eared bat (Myotis septentrionalis) and relying on the findings of the January 5,
2016, Programmatic Biological Opinion for the Final 4(d) Rule on the
Northern long-eared bat;
❑ "no Eagle Act permit required" determinations for eagles.

Applicant Page 2
We certify that use of the online project review process in strict accordance with the
instructions provided as documented in the enclosed project review package results in
reaching the appropriate determinations. Therefore, we concur with the "no effect" or
"not likely to adversely affect" determinations for proposed and listed species and
proposed and designated critical habitat; the "may affect" determination for Northern
long-eared bat; and/or the "no Eagle Act permit required" determinations for eagles.
Additional coordination with this office is not needed. Candidate species are not
legally protected pursuant to the ESA. However, the Service encourages consideration
of these species by avoiding adverse impacts to them. Please contact this office for
additional coordination if your project action area contains candidate species.
Should project plans change or if additional information on the distribution of
proposed or listed species, proposed or designated critical habitat, or bald eagles
becomes available, this determination may be reconsidered. This certification letter is
valid for 1 year. Information about the online project review process including
instructions, species information, and other information regarding project reviews
within North Carolina is available at our website http://www.fws.gov/raleigh/pp.html.
If you have any questions, you can write to us at [e-mail] or please contact
Leigh Mann of this office at 919-856-4520, ext. 10.
Sincerely,
/s/Pete Benjamin
Pete Benjamin
Field Supervisor
Raleigh Ecological Services
Enclosures -project review package

Deborah Shirley
From: Mason Montgomery
Sent: Tuesday, November 30, 2021 7:50 AM
To: Raleigh, FW4
Cc: Deborah Shirley
Subject: Gracewood T&E Submittal
Attachments: S&EC Gracewood T&E Report Signed.pdf
Hello,
Attached is the threatened and endangered species report for the Gracewood property located in Wake County, NC.
S&EC is submitting for concurrence. Please let me know if any additional information is needed to make the
determinations.
Thank you,
Mason L. Montgomery
Soil And Environmental Consultants, PA
North Quarter Office Park
8412 Falls of Neuse Road,Suite 104
Raleigh, NC 27615
Office(919)846-5900
Direct(919)746-7750
Mobile[phone]
[e-mail]
Visit us at sandec.com
This electronic communication,including all attachments,is intended only for the named addressee(s)and may contain confidential information.This electronic
communication may not have passed through our standard review/quality control process.Design data and recommendations included herein are provided as a matter of
convenience and should not be used for final design.Rely only on final,hardcopy materials bearing the consultant's original signature and seal.If you are not the named
addressee(s),any use,dissemination,distribution or copying of this communication is prohibited.If you have received this electronic communication in error,please notify
the sender by return e-mail and delete the original communication from your system.Thank you.
`A Please consider the environment before printing this email.
1

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� 00 LLQ LLq oMO M
N co N N co N co co W
LL
LL
9+75.00 10+00.00 10+50.00 11+00.%10.00 9+75.00 10+00.00 10+50.00 11+00.%10.00
m
SECTION A-A SECTION B-B 05/12/2023
VERTICAL SCALE: 1"=6' VERTICAL SCALE: 1"=6'
HORIZONTAL SCALE: 1"=30' HORIZONTAL SCALE: 1"=30'
SHEET
30' 0 30' 60' 9
SCALE: 1" = 30'

I M PACT TOTALS
ZONE 1 IMPACT 2,007 SF
NORTH ___ ��- Y \ ZONE2IMPACT 1,272SF CE GROUP
/ _
� \` / -- PERMANENT STREAM IMPACT
301 GLENWOOD AVE.220
PERMANENT STREAM IMPACT NO LOSS RALEIGH,NC 27603
STREAM B PHONE:[phone]
_✓�\ �\\� / TEMPORARY STREAM IMPACT 99 SF 37 LF FAX.-919-322-0032
RIPRAP TO MATCH EXISTING CHANNEL GEOMETRY
www.cegroupinc.com
TEMPORARY BYPASS BERM WITH TEMPORARY BYPASS
PUMPING FOR PIPE INSTALLATION License#C-1 739
V \ PROPOSED LIMITS (_
j OF DISTURBANCE
ZONE 1 IMPACT
ZONE 2 IMPACT \ ZONE 1 IMPACT j 990 SF \
_ 656 SF 1,017 SF
S 0 I i ZONE 2 IMPACT
616 SF �
I ZONE 1 BUFFER IMPACT
5�- 10+00.00
��
� 1o+s�o.00 \ � � N
11 11+25.22/ ZONE 2 BUFFER IMPACT Q
TEMPORARY STREAM IMPACT 2 z (�
TEMPORARY STREAM _ (D
IMPACT 99 SF w I X
STREAM IMPACT � � Q
30'ZONE 1 B� UFFER � \/ W
—
LL
STREAM IMPACT NO LOSS (RIP RAP) D? LL
oo,
STREAM FRF2 m
JIf)
LD
NOTE: 05/12/2023
SANITARY SEWER WILL BE INSTALLED
VIA OPEN CUT AT THIS LOCATION.
SHEET
30' 0 30' 60' 10
SCALE: 1" = 30'

CE GROUP
301 GLENWOOD AVE.220
RALEIGH,NC 27603
PHONE:[phone]
FAX.•919-322-0032
280 BUFFER BUFFER 280
J ZONE 2 BUFFER ZONE 1 BUFFER ZONE 1 ZONE 2 www.cegroupinc.com
0
+ N License#C-1739
� I I
275`o 0275
0
0
W N
J N
O
2 N
Z +
270 Cn co 270 W
J
265 265 Q a
/ N
Q a
STREAM C = U w
260 0 0 260 c� z Q
125.22 LF 8"DIP @ 0.56% W = LJJ
O c7 N N
co Q a
II II
N N ?> Q IL
255 0> Z— 255 o 2
>Z —
z
r F� W
v LL
250 250 m
�O� CR09
� Co U-) Ln
N Co N N
10+00.00 10+50.00 11+00.00 11+30.00 105/12/2023
IMPACT AREA 2 SHEET
VERTICAL SCALE: 1"=6'
HORIZONTAL SCALE: 1"=30'
30' 0 30' 60'
SCALE: 1" = 30'

I M PACT TOTALS
ZONE 1 IMPACT 353 SF
NORTH ZONE 2 IMPACT 312 SF CE GROUP
\\ - PERMANENT STREAM IMPACT
PERMANENT STREAM IMPACT NO LOSS 301 GLENWOOD AVE.220
f RALEIGH,NC 27603
19-367-8790
TEMPORARY STREAM IMPACT PHONE: [phone]
FAX.•919-322-0032
\ \ \ PROPOSED WATER RIPRAP TO MATCH EXISTING CHANNEL GEOMETRY
\ ) www.cegroupinc.com
f \ QUALITY POND 1A-1 - ** TEMPORARY BYPASS BERM WITH TEMPORARY BYPASS License#C-1 739
PUMPING FOR PIPE INSTALLATION
o
\ PROPOSED LIMITS \
— OF DISTURBANCE \ �'
ZONE 2I 312 SF j
312 ZONE 1 BUFFER IMPACT
\ / RIPRAP ARMORED \ M
OUTLET SWALE ZONE 2 BUFFER IMPACT O W
Q Q
ZONE 1 IMPACT 2°��FF�R _-� l ` TEMPORARY STREAM IMPACT 2 z (�
353 SF \ /
� X
co
STREAM IMPACT Q
78— �� STREAM B � �� LL
/ \ \ \ �I STREAM IMPACT NO LOSS (RIP RAP) II�—II
/ �`
7B
05/12/2023
SHEET
30' 0 30' 60' 12
SCALE: 1" = 30'

/\ IMPACT TOTALS
AREA 4A AREA 4B
40 ZONE 1 IMPACT 334 SF 530 SF
ZONE 2 IMPACT 230 SF 373 SF
NORTH PERMANENTSTREAM IMPACT CE GROUP
PERMANENT STREAM IMPACT NO LOSS
301 GLENWOOD AVE.220
TEMPORARY STREAM IMPACT RALEIGH,NC 27603
PHONE:[phone]
FAX.•919-322-0032
RIPRAP TO MATCH EXISTING CHANNEL GEOMETRY
** TEMPORARY BYPASS BERM WITH TEMPORARY BYPASS www.cegroupinc.com
PUMPING FOR PIPE INSTALLATION License#C-1 739
STREAM E \
ZONE 1 BUFFER IMPACT
ZONE 1 IMPACT
\ 334 SF
PROPOSED LIMITS \ \� \ ZONE 2 BUFFER IMPACT Q
OF DISTURBANCE
PROPOSED LIMITS
ZONE 2 IMPACT\ �� \� OF DISTURBANCE \ O Q Q
230 SF
TEMPORARY STREAM IMPACT
RIPRAP ARMORED
OUTLET SWALE coW�
STREAM IMPACT V Q
LL
o �
w
STREAM IMPACT NO LOSS (RIP RAP) D
m
\ \ \ ZONE 1 IMPACT
530 SF
ZONE 2 IMPACT
373 SF
RIPRAP ARMORED \ \
OUTLET SWALE 1 05/12/2023
SHEET
IMPACT AREA 4A IMPACT AREA 4B
30' 0 30' 60' 13
SCALE: 1" = 30'

)� I M PACT TOTALS
40 ZONE 1 IMPACT 549 SF
ZONE 2 IMPACT 1,808 SF
NORTH ZONE 3 IMPACT 7,259 SF CE GROUP
PERMANENT STREAM IMPACT 301 GLENWOOD AVE.220
�v 603
PERMANENT STREAM IMPACT NO LOSS PHONE:IGHNC
27879
_ PHONE:[phone]
TEMPORARY STREAM IMPACT FAX.-919-322-0032
RIPRAP TO MATCH EXISTING CHANNEL GEOMETRY
www.cegroupinc.com
\ \
** TEMPORARY BYPASS BERM WITH TEMPORARY BYPASS License#C-1 739
PUMPING FOR PIPE INSTALLATION
SS
ZONE 3 IMPACT
\ � 7,259 SF
ZONE 1 BUFFER IMPACT
M
1 I
N
S ZONE 2 BUFFER IMPACT L0
PROPOSED LIMITS w o
OF DISTURBANCE -- o
n A O W
m z
- RIPRAP ARMORED � � N ZONE 3 BUFFER IMPACT O Q
Q
OUTLET SWALE U
\ ZONE2IMPACT �� c \ \ \� �� TEMPORARY STREAM IMPACT r l ? Q
\ \ �� 1,808 SF \ m \ \ \
ZONE 1 IMPACT
549 SF STREAM IMPACT O LL
aL\ gL �r STREAM \
STREAM IMPACT NO LOSS (RIP RAP)
I\ �\
NOTE: 05/12/2023
SANITARY SEWER WILL BE INSTALLED
VIA OPEN CUT AT THIS LOCATION.
SHEET
30' 0 30' 60' 14
SCALE: 1" = 30'

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285 285 CE GROUP
50'RIGHT-OF-WAY
301 GLENWOOD AVE.220
RALEIGH,NC 27603
PHONE:[phone]
a
FAX.•919-322-0032
280 280
6.75'
www.cegroupinc.com
License#C-1739
275 275
8"WATER MAIN Lu
o J
LL
0
270 270 1 a
24"RCP -
NCDOT PRECAST INV=269.02 NCDOT PRECAST d
HEADWALL(STD HEADWALL(STD 838.80) 13.25' _ FL
838.80) 8"DIP SS A J
265 INV=264.48 265 Z
_ _ 6" 0
INV.IN=259.37 123 LF 48"RCP INV.OUT=258.64 EXISTING STREAM U ~
BURIED 0.8'FOR = z Ue
260 _ AQUATIC PASSAGE 260 (7 Z
I � � � ¢ cfl
o w
255 D50=$"DMAx=12"lz 255 I p
12'(W)x 24'(L) RIPRAP TO MATCH ^ Q
18"THICK CLASS B EXISTING CHANNEL
STONE RIPRAP GEOMETRY h ~
Q
250 250 6" a
� � 14: M cM W
m m m � m � HEADWALL FOR 48" PIPE
cV cV cV cV 04 CV NOT TO SCALE LL
m
10+00.00 10+50.00 11+00.00 11+50.00 11+87.60 05/12/2023
IMPACT AREA 6 SHEET
VERTICAL SCALE: 1"=6'
HORIZONTAL SCALE: 1"=30'
30' 0 30' 60' 16
1
SCALE: 1" = 30' =mmIIIIIIIIl 1 -11

285 285
-_ CE GROUP
50'RIGHT-OF-WAY
301 GLENWOOD AVE.220
RALEIGH,NC 27603
280 280 PHONE:[phone]
FAX.•919-322-0032
www.cegroupinc.com
275 275 License#C-1739
2:1 SLOPE TO
270 PIPE INVERT 270 Z
PROPOSED GRADE 2:1 SLOPE TO 0
PIPE INVERT V
w
265 265 A U)
17 <
260 -_ -� - - - _ - - �- 260 3: U
W = x w
EXISTING GROUND w
� ? Q
255 255 � o �
O Q
IL
250 250
0 0 000 000 LLI
LL
Corn � Lo LL
N N N N M=
W
9+75.00 10+00.00 10+50.00 11+00.00 11+35.00
05/12/2023
SECTION C-C
VERTICAL SCALE: 1"=6'
HORIZONTAL SCALE: 1"=30' SHEET
30' 0 30' 60' 17
SCALE: 1" = 30'

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CE GROUP
301 GLENWOOD AVE.220
RALEIGH,NC 27603
PHONE:[phone]
6.75' FAX.-919-322-0032
285 28FAX.-
0
50'RIGHT-OF-WAY
www.cegroupinc.com
License#C-1739
0
280 280
rn W
J
LL
8"WATER MAIN O
- - - - - - - - - - -
275 275 a
NCDOT PRECAST 13.25' _ w
HEADWALL(STD NCDOT PRECAST d
838.80) HEADWALL(STD 838.80) J
270 s"DIP SS 270 3.5' 6"
a
INV=268.18 RIPRAP TO MATCH O
EXISTING CHANNEL O Q
EXISTING STREAM - - - - - - - - - - - - - - _ _ _ - GEOMETRY
114 LF 48"RCP
265 - 265
BURIED 0.8'FOR I � ^ =
AQUATIC PASSAGE — — w
- - - - - - - - - -- - - - — I C ¢ ti
INV.IN=263.04 I C W
260 INV.OUT=262.45 260 - - - - Q Lu
D50=10"DMAx=15" ICI Q
12'(W)x 32'(L)
22.5"THICK CLASS 1 6"
STONE RIPRAP v Q
255 255 a
HEADWALL FOR 48" PIPE
0 o m C7 m Co NOT TO SCALE
cq C q UQ Lq CV N W
Co
CMOCMo Co Co CoCo LL
CV CV CV CV CV CV LL
m
10+00.00 10+50.00 11+00.00 11+50.0011+66.88 05/12/2023
IMPACT AREA 7 SHEET
VERTICAL SCALE: 1"=6'
HORIZONTAL SCALE: 1"=30'
30' 0 30' 60' 19
SCALE: 1" = 30'

CE GROUP
285 285 285 —285 301 GLENWOOD AVE.220
RALEIGH,NC 27603
50'RIGHT-OF-WAY WRIGHT PHONE:[phone]
FAX.•919-322-0032
280 280 280 280 www.cegroupinc.com
License#C-1739
PROPOSED GRADE
275 - 275 275 275
2:1 SLOPE 2:1 SLOPE U)
Z
2:1 SLOPE TO O
2:1 SLOPE TO PROPOSED GRADE PIPE INVERT V
270 PIPE INVERT 270 270 270
-----------------
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - O
265 / 265 265 _ _ _ _ 265 O } 0
- - - - - - - - - - - - - - - - - - - - - - =
- - - - - - U
z ti
EXISTING GROUND EXISTING GROUND r, > Q
260 260 260 260 �T•� w LLJ
� coQ Q
� o a
255 255 255 -255 a
0o Co No 00 � C
N N N N N N N C V W
LL
LL
D
9+75.00 10+00.00 10+50.00 11+00.00 11+25.00 9+75.00 10+00.00 10+50.00 11+00.00 11+25.00 m
05/12/2023
SECTION D-D SECTION E-E
VERTICAL SCALE: 1"=6' VERTICAL SCALE: 1"=6'
HORIZONTAL SCALE: 1"=30' HORIZONTAL SCALE: 1"=30' SHEET
30' 0 30' 60' 20
SCALE: 1" = 30'

� S
IMPACT TOTALS
\ I \\\ ZONE 1 IMPACT
NORTH \ I s \. ZONE 2 IMPACT CE GROUP
TEMPORARY ZONE 1 IMPACT
TEMPORARY ZONE 2 IMPACT 301 GLENWOOD AVE.220
RALEIGH,NC 27603
19-367-8790
PERMANENT STREAM IMPACT PHONE: [phone]
\ s FAX.-919-322-0032
I \ \ I PERMANENT STREAM IMPACT NO LOSS
TEMPORARY STREAM IMPACT www.cegroupinc.com
PERMANENT WETLAND IMPACT 51 SF 17 LF License#C-1739
S V I RIPRAP TO MATCH EXISTING CHANNEL GEOMETRY
SS \ \ \ \ TEMPORARY BYPASS BERM WITH TEMPORARY BYPASS
PUMPING FOR PIPE INSTALLATION
4/
/ / I I I WETLAND IMPACT
Co
< 0 W
= x a
- U)
-j
PERMANENT WETLAND '
\ N IMPACT 51 SF
/,/ \ \ \ - 05/12/2023
\ SHEET
431
I a \ z - \ 30' 0 30' 60' 21
\
SCALE: 1" = 30'

I M PACT TOTALS
\ A � ZONE 1 IMPACT
i \ \ �� ZONE 2 IMPACT CE GROUP
NORTH
ORTH � � \� ���� � �� �) �\ \ � � � \�� TEMPORARY ZONE 1 IMPACT
301 GLENWOOD AVE.220
TEMPORARY ZONE 2 IMPACT RALEIGH,NC 27603
PHONE:[phone]
PERMANENT STREAM IMPACT FAX [phone]
I / )
PERMANENT STREAM IMPACT NO LOSS
TEMPORARY STREAM IMPACT www.cegroupinc.com
PERMANENT WETLAND IMPACT 1,172 SF License#C-1739
\ ( I I I I \ I \ RIPRAP TO MATCH EXISTING CHANNEL GEOMETRY
TEMPORARY BYPASS BERM WITH TEMPORARY BYPASS
PUMPING FOR PIPE INSTALLATION
AL lz (l / 1
WETLAND IMPACT
W
W
\ I WETLAND l PERMANENT WETLAND 4-16
I I I 18 �/ = z
/ IMPACT 1,172 SF X Q
LLJ
\ I / L)
J II o a
o
J
I
/ s S S S 05/12/2023
SHEET
J
w
30' 0 30' 60' 22
SCALE: 1" = 30'

CE GROUP
PUMP—AROUND PRACTICE 301 GLENWOOD AVE.220
PUMP— AROUND PRACTICE DESCRIPTION: RALEIGH,NC 27603
PHONE:[phone]
The work should consist of installing a temporary pump around FAX:[phone]
PLAN VIEW and supporting measures to divert flow around in—stream construction sites.
IMPLEMENTATION SEQUENCE:
Silt Bag as shown www.cegroupinc.com
in detail 3.25. Sediment control measures, pump—around practices, and associated channel and bank
stream construction should be completed in the following sequence (refer to Detail 2/SEl): License#C-1739
diversion pumps
1 Construction should not begin until all sediment and erosion control measures
have been installed and approved by the engineer and the sediment control inspector.
discharge hoses The contractor should stay within the limits of the disturbance as shown on the plans
P IntOke and minimize disturbance within the work area whenever possible.
dewatering pump 2 Upon installation of all sediment control measures and approval by the sediment
P control inspector, the contractor should begin work at the upstream
section and proceed downstream beginning with the establishment of stabilized construction
i A A entrances. In some cases, work may begin downstream if appropriate. The sequence of
construction must be followed unless the contractor gets written approval for deviations
hose from the engineer or local authority. Work should not be conducted in the channel during
flow INTAKE HOSE flow rain events.
3 Sandbag dikes should be situated at the upstream and downstream ends of the work
clean water dike area as shown on the plans, and stream flow should be pumped around the work area.
sediment dike The pump should discharge onto a stable velocity dissipater made of riprap.
4 Excavated topsoil and subsoil should be kept separate, placed on the upland side of
the excavation, and replaced in their natural order. O
sump—hole Q
pool 5 All construction should take place during stream low flows. The length of construction `
pumps should discharge or timeshould b limited t i f 2 d f h i e meo a maximum of or each crossing.
r
onto a stable velocity WORK AREA (12" to 18" deepO � W
dissi ator made of ripra LENGTH NOT TO EXCEED w/ 2' diameter) Q
p p THAT WHICH CAN BE 6 Water from the work area should be pumped to a dewatering bag as shown in detail 3.25. ` Q
COMPLETED IN ONE DAY The measure should be located S U
such that the water drains back into the channel below the downstream sandbag dike. = z f11
SECTION A—A 7 Traversing a channel reach with equipment within the work area where no work is proposed _ Z
should be avoided. If equipment has to traverse such a reach for access to another area, w
then timber mats or similar measures should be used to minimize disturbance to the channel.
Temporary stream crossings should be used only when necessary and only where noted on the W
impervious sheeting plans or specified. ::) Q
\\� 8 All stream restoration measures should be installed as indicated by the plans and all 0 Q
banks graded in accordance with the grading plans and typical cross—sections. All grading "'VVV O
2 work area base flow + 1 foot must be stabilized at the end of each day with seed and mulch or seed and matting as A/
SE1 \\%p\ (2 foot minimum) specified on the plans. w 1 1
'�nY//� /AY Avrrnv r A�/.(`V/.�\V/.���' W
9 After an area is completed and stabilized, the clean water dike should be removed. Q
After the first sediment flush, a new clean water dike should be established upstream
CrOSS S2CfI0n Of sandbag dike
from the old sediment dike. Finally, upon establishment of a new sediment dike below
the old one, the old sediment dike should be removed.
10 The contractor is responsible for providing access to and maintaining all erosion
and sediment control devices until the sediment control inspector approves their removal.
PUMP AROUND PRACTICE
05/12/2023
SHEET

'OA,
m ,
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