20221081 Ver 2_ePCN Application_20230324

DWR
Division of Water Resources
Initial Review
Pre -Construction Notification (PCN) Form
For Nationwide Permits and Regional General Permits
(along with corresponding Water Quality Certifications)
April 13, 2022 Ver 4.3
Has this project met the requirements for acceptance in to the review process? *
Yes
No
Is this project a public transportation project?*
Yes No
Change only If needed.
Pre -Filing Meeting Date Request was submitted on:
6/28/2022
BIMS # Assigned * Version#*
20221081 2
Is a payment required for this project? *
No payment required
Fee received
Fee needed - send electronic notification
What amout is owed?*
$240.00
$570.00
Reviewing Office* Select Project Reviewer*
Wilmington Regional Office - [phone] Holley Snider:[e-mail]
Information for Initial Review
la. Name of project:
Southport Meadows
la. Who is the Primary Contact?*
Nick Tudor
1b. Primary Contact Email: * lc. Primary Contact Phone: *
[e-mail] [phone]
Date Submitted
3/24/2023
Nearest Body of Water
Dutchman Creek
Basin
Cape Fear
Water Classification
Sw;HQW
Site Coordinates
Latitude:
33.963038
A. Processing Information
Longitude:
-78.038765
Is this project connected with ARPA funding?
Yes No
County (or Counties) where the project is located:
Brunswick
Is this a NCDMS Project
Yes No
Is this project a public transportation project?*
Yes No

la. Type(s) of approval sought from the Corps:
Section 404 Permit (wetlands, streams and waters, Clean Water Act)
Section 10 Permit (navigable waters, tidal waters, Rivers and Harbors Act)
Has this PCN previously been submitted?*
Yes
No
Please provide the date of the previous submission.*
8/10/2022
1b. What type(s) of permit(s) do you wish to seek authorization?
Nationwide Permit (NWP)
Regional General Permit (RGP)
Standard (IP)
lc. Has the NWP or GP number been verified by the Corps?
Yes No
Nationwide Permit (NWP) Number: 29 - Residential Developments
NWP Numbers (for multiple NWPS):
ld. Type(s) of approval sought from the DWR:
401 Water Quality Certification - Regular
Non-404 Jurisdictional General Permit
Individual 401 Water Quality Certification
le. Is this notification solely for the record because written approval is not required?
For the record only for DWR 401 Certification:
For the record only for Corps Permit:
1f. Is this an after -the -fact permit application?*
Yes No
lg. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
Yes No
lg. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
Yes No
lh. Is the project located in any of NC's twenty coastal counties?
Yes No
li. Is the project located within a NC DCM Area of Environmental Concern (AEC)?
Yes
401 Water Quality Certification - Express
Riparian Buffer Authorization
No Unknown
1j. Is the project located in a designated trout watershed?
Yes No
B. Applicant Information
Id. Who is applying for the permit?
Owner Applicant (other than owner)
le. Is there an Agent/Consultant for this project? *
Yes No
2. Owner Information
2a. Name(s) on recorded deed:
Cameron Properties Timber Co. LLC
2b. Deed book and page no.:
03933/0619
2c. Contact Person:
Bruce B. Cameron
Yes No
Yes No

2d. Address
Street Address
P.O. Box 3649
Address Line 2
City
Willmington
Postal / Zip Code
28406
2e. Telephone Number:
[phone]
2g. Email Address:*
[e-mail]
3. Applicant Information (if different from owner)
3a. Name:
Chris Raughley
3b. Business Name:
Pulte Group
3c. Address
Street Address
1225 Crescent Green Drive
Address Line 2
City
Cary
Postal / Zip Code
27511
3d. Telephone Number:
[phone]
3f. Email Address: *
[e-mail]
4. Agent/Consultant (if applicable)
4a. Name:
Nick Tudor
4b. Business Name:
Timmons Group
4c. Address
Street Address
430 Eastwood Road
Address Line 2
Suite 100
City
Wilmington
Postal / Zip Code
28403
4d. Telephone Number:
[phone]
4f. Email Address: *
[e-mail]
C. Project Information and Prior Project History
1. Project Information
1b. Subdivision name:
(if appropriate)
lc. Nearest municipality / town:
Southport
State / Province / Region
NC
Country
USA
2f. Fax Number:
[phone]
State / Province / Region
NC
Country
USA
3e. Fax Number:
State / Province / Region
NC
Country
USA
4e. Fax Number:
2. Project Identification

2a. Property Identification Number:
209817019039
2b. Property size:
160.39
2c. Project Address
Street Address
0 Long Beach Road SE
Address Line 2
City
Southport
Postal / Zip Code
28461
3. Surface Waters
3a. Name of the nearest body of water to proposed project:*
Dutchman Creek
3b. Water Resources Classification of nearest receiving water:*
Sw;HQW
3c. What river basin(s) is your project located in?*
Cape Fear
3d. Please provide the 12-digit HUC in which the project is located.
030300050802
4. Project Description and History
State / Province / Region
NC
Country
USA
4a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this application: *
The Southport Meadows site is approximately 160.39 acres located off of Long Beach Road SE in Southport, North Carolina within Brunswick County. The Site is comprised of mature
mixed hardwood -pine forests, and earthen roads throughout. The Site is bound by Long Beach Road SE and forested areas to the north, by River Road SE and residential and commercial
development to the east, and by forested areas and residential development to the south and west.
The Site is located within the Cape Fear River Basin (HUC 030300050802). The Site drains to Dutchman Creek in the eastern portion of the Site. The Site contains a floodway and 100-
year floodplain with base elevations from 18.0 to 16.8 feet above mean sea level in the southern portion of the Site according to FEMA FIRM Panels 3720209700K, 3720208700K and
3720209800K (eff. 8/28/2018). However, the majority of the Site is located in Zone X — an area of minimal flood hazard.
The proposed residential development will consist of 248 lots made up of single-family homes and townhouse units with associated stormwater control measures, roadways, and utility
improvements (i.e. public water supply and sanitary sewer alignment).
A delineation of the project area was completed by Southern Environmental Group (SEGI) on 12/23/2021. The delineation was approved by the USACE and a PJD was issued by Gary H
Beecher on July 28, 2022. Stream width measurements of OHWM were taken by Timmons Group personnel on 02/16/2023 at the impact locations.
Timmons Group verified with the NC Division of Coastal Management (DCM) that a CAMA permit will not be required for this Site. A response from Patrick Amico with NC DCM is attached
to this permit application.
4b. Have Corps permits or DWR certifications been obtained for this project (including all prior phases) in the past? *
Yes No Unknown
If yes, please give the DWR Certification number or the Corps Action ID (exp. SAW-0000-00000).
An individual 401 water quality certification with DWR # 20221081 was issued on 10/07/2022 by Holley Snider with NCDWR. The 404 permit with Action ID SAW-2022-00375 for NWP 29
was issued on 12/27/2022 by Gary Beecher with the USACE.
4f. List the total estimated acreage of all existing wetlands on the property:
87.01
4g. List the total estimated linear feet of all existing streams on the property:
6,243.22
4h. Explain the purpose of the proposed project: *
The purpose of the project is to construct a multi -family residential development consisting of townhomes with community cohesion and the necessary amenities within Brunswick County.
4i. Describe the overall project in detail, including indirect impacts and the type of equipment to be used: *
The proposed project is a single -phased residential development that is located off Long Beach Road SE in Southport, North Carolina within Brunswick County.
The project will include single-family homes and townhouse units and associated amenities, including stormwater control measures and utility and road improvements.
All work will be conducted in accordance with local, state, and federal regulations. Traditional equipment will be used consisting of front-end loaders, bulldozers, paving equipment,
graders, and earth movers. SCMs are required and will be used.
5. Jurisdictional Determinations
5a. Have the wetlands or streams been delineated on the property or proposed impact areas? *
Yes
Comments:
No G Unknown
A delineation of the project area was completed by SEGI on 12/23/2021. The delineation has been
approved by USACE and a PJD was issued on 7/28/2022. Additionally, stream width measurements
of OHWM were taken by Timmons Group personnel on 02/16/2023 at the impact locations.

5b. If the Corps made a jurisdictional determination, what type of determination was made? *
Preliminary Approved Not Verified Unknown N/A
Corps AID Number:
SAW-2022-00375
5c. If 5a is yes, who delineated the jurisdictional areas?
Name (if known):
Agency/Consultant Company:
Other:
SEGI
5d. List the dates of the Corp jurisdiction determination or State determination if a determination was made by the Corps or DWR
12/31/2021 — Delineation completed by SEGI personnel.
07/28/2022 — PJD issued by USACE (SAW-2022-00375).
10/07/2022 — 401 Individual Water Quality Certification issued.
12/27/2022 — 404 permit for NWP 29 issued.
02/16/2023 — Timmons Group personnel completed OHWM measurements at impact locations.
6. Future Project Plans
6a. Is this a phased project? *
Yes No
Are any other NWP(s), regional general permit(s), or individual permits(s) used, or intended to be used, to authorize any part of the proposed project or related activity?
No other NWP(s), regional general permit(s), or individual permit(s) are intended to be used for development of the proposed project. All project impacts are being accounted for in this
permit application.
D. Proposed Impacts Inventory
1. Impacts Summary
1a. Where are the impacts associated with your project? (check all that apply):
Wetlands Streams -tributaries
Open Waters Pond Construction
2. Wetland Impacts
O Buffers
2a. Site #* (?)
2a1 Reason (?)
2b. Impact type* (')
2c. Type of W.*
2d. W. name
2e. Forested*
2f. Type of Jurisdicition *
CO
2g. Impact
area*
Wetland 1
Proposed Grading
P
Headwater Forest
Wetland C
Yes
Both
0.014
(acres)
Wetland 2
Proposed Roadway Fill
P
Headwater Forest
Wetland C
Yes
Both
0.008
(acres)
Wetland 3
Proposed Retaining Wall
Installation
T
Headwater Forest
Wetland E
Yes
Both
0.018
(acres)
Wetland 4
Proposed Retaining Wall
Installation
T
Headwater Forest
Wetland E
Yes
Both
0.012
(acres)
Wetland 5A
Proposed Roadway Fill
P
Headwater Forest
Wetland E
Yes
Both
0.174
(acres)
Wetland 5B
Proposed Roadway Fill
P
Headwater Forest
Wetland E
Yes
DWR
0.049
(acres)
Wetland 5C
Proposed Class 1 Outlet
Protection
P
Headwater Forest
Wetland E
Yes
Both
0.007
(acres)
Wetland 5D
Proposed Class 1 Outlet
Protection
P
Headwater Forest
Wetland E
Yes
Both
0.010
(acres)
2g. Total Temporary Wetland Impact
0.030
2g. Total Wetland Impact
0.292
2g. Total Permanent Wetland Impact
0.262

2i. Comments:
Wetland Impact 1 is due to grading necessary for the construction of a roadway that will connect the site to Long Beach Road SE. This road is
necessary to provide connections throughout the proposed residential development and cannot be shifted south, due to the potential that more wetlands
would be impacted in the southern portion of the Site with this change. The road was designed to avoid the maximum amount of wetlands possible while
also keeping the project viable and complying with road design requirements. Wetland Impact 2 is due to proposed roadway fill that is necessary for a
cul-de-sac required by NCDOT. The cul-de-sacs are 96' diameter at the face -of -curb in accordance with Fire Code Appendix D Fire Apparatus Access
Roads, Section D103.
Wetland Impacts 3 and 4 are temporary impacts and they are due to the proposed installation of a retaining wall behind lots. The retaining wall is being
used to avoid and minimize impacts to the Wetland E as much as possible.
Wetland Impacts 5A, 5B, 5C, and 5D includes the installation of a 7'x10' box culvert, which will keep the hydrologic connection of the wetland and
adjacent stream underneath the proposed road. This road is necessary to connect the site to River Road SE, allowing for two points of site access per
EMS/fire requirements and general site access needs. No easements are available on adjoining properties for this access; therefore, the crossing was
placed in the area with the least jurisdictional impacts. The impacts pertaining to the roadway fill and class 1 outlet protection with Wetland Impacts 5A,
5B, 5C, and 5D consist of only permanent impacts. The permanent impacts include a portion of a dissipator pad overlapping with the stream in order to
prevent erosion and ensure long term stability. This road is necessary to provide a connection to River Road SE and for connections throughout the
proposed residential development.
3. Stream Impacts
3a. Reason for impact (?)
3b.Impact type*
3c. Type of impact*
3d. S. name*
3e. Stream Type*
(?)
3f. Type of
Jurisdiction*
3g. S. width
3h. Impact
length*
S1
Proposed Roadway Fill
Permanent
Culvert
Ditched Perennial Stream 1
Jurisdictional Ditch
Both
8
Average (feet)
68
(linear feet)
S2
Proposed Class 1 Outlet
Protection
Permanent
Culvert
Ditched Perennial Stream 1
Jurisdictional Ditch
Both
7
Average (feet)
20
(linear feet)
S3
Proposed Class 1 Outlet
Protection — Keyed Into Ex.
Ground
Temporary
Rip Rap Fill
Ditched Perennial Stream 1
Jurisdictional Ditch
Both
7
Average (feet)
30
(linear feet)
S4
Proposed Roadway Fill
Permanent
Culvert
Ditched Perennial Stream 1
Jurisdictional Ditch
Both
8
Average (feet)
62
(linear feet)
S5
Proposed Class 1 Outlet
Protection
Permanent
Culvert
Ditched Perennial Stream 1
Jurisdictional Ditch
Both
7
Average (feet)
20
(linear feet)
S6
Proposed Class 1 Outlet
Protection — Keyed Into Ex.
Ground
Temporary
Rip Rap Fill
Ditched Perennial Stream 1
Jurisdictional Ditch
Both
7
Average (feet)
30
(linear feet)
S7
Sanitary Sewer Pipe and
Forcemain Pipe Installation
Temporary
Other
Ditched Perennial Stream 1
Jurisdictional Ditch
Both
6
Average (feet)
32
(linear feet)
S8
Proposed Roadway Fill
Permanent
Culvert
Perennial Stream 1
Perennial
Both
9
Average (feet)
62
(linear feet)
S9
Proposed Headwall
Installation and Class 1
Outlet Protection
Permanent
Culvert
Perennial Stream 1
Perennial
Both
9
Average (feet)
5
(linear feet)
S10
Proposed Class 1 Outlet
Protection — Keyed Into Ex.
Ground
Temporary
Rip Rap Fill
Perennial Stream 1
Perennial
Both
10
Average (feet)
45
(linear feet)
3i. Total jurisdictional ditch impact in square feet:
1,932
3i. Total permanent stream impacts:
237
3i. Total stream and ditch impacts:
374
3i. Total temporary stream impacts:
137

3j. Comments:
Perennial Stream Impact 1 is due to the proposed roadway crossing in the northeastern portion of the Site in order to connect the site to River Road SE.
No easements are available on adjoining properties for this access; therefore, the crossing was placed in the area with the least jurisdictional impacts.
Connection to both River Road SE and Long Beach Road SE is required for both general site access and EMS/fire access.
Perennial Stream Impact 1 includes the installation of a 7'x10' box culvert, which will keep the hydrologic connection of the stream underneath the
proposed road. Permanent impacts are associated with culvert placement. An additional permanent, no -loss impact is included for riprap fill which will be
keyed into the existing grade. The riprap is necessary to avoid erosion and ensure long-term stability.
The permanent impacts have been mitigated at a 2:1 ratio, whereas the permanent — no loss impacts have been mitigated at a 1:1 ratio. This road is
necessary to provide a connection to River Road SE and for connections throughout the proposed residential development.
Ditched Perennial Stream Impacts 1 and 2 are both due to proposed roadway fill, class 1 outlet protection, and riprap, necessary to maintain the
required two access/connection points across the entirety of the site for both general site access and EMS/fire access. The ditched stream bisects the
site, thereby making its impacts unavoidable. Both crossings were placed in areas with the least amount of impact possible given road design
constraints, including siting Ditched Stream Impact 2 north of the confluence of two streams.
Both ditch impacts include the installation of 6'x10' dual box culverts, which will maintain the hydrologic connection of the streams underneath the
proposed roads. Permanent impacts are associated with both culvert installation and class 1 outlet protection. Additional permanent— no loss impacts
consisting of 30-If at Ditched Stream Impact 1C and 30-If at Ditched Stream Impact 2C will consist of riprap keyed into the existing grade. Both the
permanent and no loss riprap impacts are necessary to avoid future erosion and ensure long term stability. The permanent ditched perennial stream
impacts have been mitigated at a 2:1 ratio, whereas the permanent — no loss impacts have been mitigated at a 1:1 ratio.
Ditched Perennial Stream Impact 3 is a temporary impact due to the installation of a sanitary sewer pipe and forcemain pipe. In order to bring sewer to
the site, connect to existing infrastructure, and provide adequate function, the sewer must gravity pump to a pump station located in uplands at the
southern end of the project. The sewer would then follow the same route from the pump station, out to the existing River Road forcemain. This was
designed to allow for the least impacts possible. Impact areas will be returned to pre -construction contours after the construction is complete.
4. Open Water Impacts
4a. Site #
4a1. Impact Reason
4b. Impact type
4c. Name of waterbody
4d. Activity type
4e. Waterbody type
4f. Impact area
Relatively
Permanent
Waters 1
Sanitary Sewer Pipe
and Forcemain Pipe
Installation
T
Relatively Permanent Waters 1
Other
Other
0.01
4g. Total temporary open water Impacts:
0.01
4g. Total open water impacts:
0.01
4g. Total permanent open water impacts:
000
4h. Comments:
Relatively Permanent Waters 1 Impact is a temporary impact of 0.0018-acres and is due to the installation of a sanitary sewer pipe and force main pipe.
In order to bring sewer to the site, connect to existing infrastructure, and provide adequate function, the sewer must gravity to a pump station located in
uplands at the southem end of the project. The sewer would then follow the same route from the pump station, out to the existing River Road forcemain.
This was designed to allow for the least impacts possible. Impact areas will be returned to pre -construction contours after the construction is complete.
E. Impact Justification and Mitigation
1. Avoidance and Minimization
la. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project:
Impacts to jurisdictional features have been avoided and minimized to the maximum extent practicable by incorporating resourceful site planning,
including utilization of the wetland/stream delineation to adjust the layout of the Site design to avoid and minimize impacts. The remaining impacts
proposed are necessary in order for the project's goals to be realized.
Wetland Impact 1 and Perennial Stream Impact 1 consist of a road crossing that occurs in the narrowest portion of the wetland closest to River Road
SE, along the eastern boundary of the Site. This area allows for a second entrance into the Site, which is needed due to heavy traffic along both Long
Beach Road SE and River Road SE and necessary EMS/Fire access. The road entrance into the Site from Long Beach Road SE has avoided the
wetlands adjacent to it entirely. The ditched perennial stream in the central portion of the Site will need to be crossed twice in order to allow cohesion
between the western and eastern portion of the proposed residential development, while also taking into account road design limitations and full
EMS/fire access. The cul-de-sacs were enlarged to 96' diameter at the face -of -curb in accordance with Fire Code Appendix D Fire Apparatus Access
Roads, Section D103. All impacts have been avoided and minimized to the maximum extent practicable.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:
Proper sedimentation and erosion control methods will be utilized during all phases of construction and installation as described in accordance with the
requirements of the North Carolina Department of Environment and Natural Resources: Erosion Control Planning and Design Manual (May 2013) and
local codes. All work will take place during dry conditions and can be facilitated from high, non -jurisdictional, stable ground. The contractor shall install
silt fence, inlet protection, sediment traps, division ditches, temporary coffer dams, tree protection, and clearing only as necessary to install devices. All
erosion and sediment control measures will be checked for stability and operation following every runoff producing rainfall, but in no case less than once
every week. Any needed repairs will be made immediately to maintain all measures designed. An erosion control inspections report is required and will
be kept by the owner's representative.
Temporary seeding and permanent seeding plans are included to restore impacted areas. The project will meet all relative requirements of Best
Management Practices and Engineered Stormwater Control Structures as outlined through State and Local Stormwater Rules. Measures will be taken to
prevent oil, tar, trash, debris, and other pollutants from entering adjacent jurisdictional features. Any excess excavated materials not utilized as back fill
will be placed and contained within upland areas and permanently stabilized to prevent erosion into adjacent jurisdictional features. Therefore,
stockpiling of excavated material within jurisdictional waters of the U.S. will be strictly prohibited as part of the construction of this project. All project
construction activities initiated within jurisdictional waters of the U.S. will be carried to completion in an expeditious manner to minimize the period of
disturbance within jurisdictional waters.

2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for impacts to Waters of the U.S. or Waters of the State?
Yes No
2c. If yes, mitigation is required by (check all that apply):
DWR Corps
2d. If yes, which mitigation option(s) will be used for this project?
Mitigation bank Payment to in -lieu fee program Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
Lower Cape Fear Umbrella
3b. Credits Purchased/Requested (attach receipt and letter)
Type: Quantity:
Riparian wetland 0.26 acres at 2:1
Stream 237 linear feet at 2:1
Stream 105 linear feet at 1:1
3c. Comments
Mitigation has been requested through the Lower Cape Fear Umbrella Mitigation Bank courtesy of the Davey Resource Group Inc. 0.26 acres of riparian
wetland mitigation has been requested at a ratio of 2:1. 237 linear feet of warm stream mitigation has been requested at a 2:1 ratio and 105 linear feet of
warm stream mitigation has been requested at a 1:1 ratio, which takes into account the permanent — no loss stream impacts.
6. Buffer mitigation (State Regulated Riparian Buffer Rules) - required by DWR
6a. Will the project result in an impact within a protected riparian buffer that requires buffer mitigation? If yes, you must fill out this entire form - please contact DWR for more information.
Yes No
F. Stormwater Management and Diffuse Flow Plan (required by DWR)
1. Diffuse Flow Plan
la. Does the project include or is it adjacent to protected riparian buffers identified within one of the NC Riparian Buffer Protection Rules?
Yes No
If no, explain why:
This project is not within an NC riparian buffer area since it falls within the Cape Fear River Basin. However, the State has a 50-foot vegetative buffer on streams, measured from the top of
bank on each side, for all projects within the 20 Coastal Counties (from 15A NCAC 02H .1019). Riprap outlets are being used in order to not cause concentrated stormwater flow through
the vegetative buffer.
2. Stormwater Management Plan
2a. Is this a NCDOT project subject to compliance with NCDOT's Individual NPDES permit NCS000250? *
Yes No
2b. Does this project meet the requirements for low density projects as defined in 15A NCAC 02H .1003(2)?
Yes No
2c. Does this project have a stormwater management plan (SMP) reviewed and approved under a state stormwater program or state -approved local government stormwater program?
Yes No
N/A - project disturbs < 1 acre
2d. Which of the following stormwater management program(s) apply:
Local Government State
State Stormwater Programs
Phase II Coastal Counties
HWQ or ORW Other
Comments:
G. Supplementary Information
1. Environmental Documentation
la. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land? *
Yes No

2. Violations (DWR Requirement)
2a. Is the site in violation of DWR Water Quality Certification Rules (15A NCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), or DWR Surface Water or Wetland Standards or
Riparian Buffer Rules (15A NCAC 28 .0200)? *
Yes No
3. Cumulative Impacts (DWR Requirement)
3a. Will this project result in additional development, which could impact nearby downstream water quality? *
Yes No
3b. If you answered "no," provide a short narrative description.
The proposed project is a single and complete project that will not result in additional impacts. All impacts associated with the project are accounted for
herein.
4. Sewage Disposal (DWR Requirement)
4a. Is sewage disposal required by DWR for this project? *
Yes No N/A
4b. Describe, in detail, the treatment methods and dispositions (non -discharge or discharge) of wastewater generated from the proposed project. If the wastewater will be treated at a
treatment plant, list the capacity available at that plant.
Sanitary sewer is being installed onsite and will be pumped to a pump station in the southern portion of the Site.
5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or habitat?*
Yes No
5b. Have you checked with the USFWS concerning Endangered Species Act impacts?*
Yes No
5c. If yes, indicate the USFWS Field Office you have contacted.
Raleigh
5d. Is another Federal agency involved?*
Yes
5e. Is this a DOT project located within Division's 1-8?
Yes No
No Unknown
5f. Will you cut any trees in order to conduct the work in waters of the U.S.?
Yes No
5g. Does this project involve bridge maintenance or removal?
Yes No
5h. Does this project involve the construction/installation of a wind turbine(s)?*
Yes No
5i. Does this project involve (1) blasting, and/or (2) other percussive activities that will be conducted by machines, such as jackhammers, mechanized pile drivers, etc.?
Yes No

5j. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat?
A threatened and endangered species report was completed by Soil & Environmental Consultants (S&EC) on July 29, 2022. This report is attached for
reference and briefly summarized below.
A search of the USFWS IPaC database identified 15 federally protected species as potentially occurring within the project area, including the Northern
Long-eared Bat (Myotis septentrionalis), Piping Plover (Charadrius melodus), Red Knot (Calidris canutus rufa), Red -cockaded Woodpecker (Picoides
borealis), Wood Stork (Mycteria americana), American Alligator (Alligator mississippiensis), Green Sea Turtle (Chelonia mydas), Kemp's Ridley Sea
Turtle (Lepidochelys Kempii), Leatherback Sea Turtle (Dermochelys Coriacea), Loggerhead Sea Turtle (Caretta caretta), Magnificent Ramshorn
(Planorbella magnifica), Monarch Butterfly (Danaus plexippus), Cooley's Meadowrue (Thalictrum cooley), Rough -leaved Loosestrife (Lysimachia
asperulaefolia), Seabeach Amaranth (Amaranthus pumilus). According to S&EC, of the species identified on the official species list, the NHP report did
not identify any Federally threatened or endangered species within the project area. However, the NHP report did identify multiple elemental occurrences
within 1 mile of the project area. These elemental occurrences are for the Red -cockaded Woodpecker (EO ID 11348), American Alligator (EO ID 3970),
and Rough -leaved Loosestrife (EO ID 23518). Other State listed species were found within the project area as listed in the attached NHP report. The
NHP report identified one natural area, Boiling Spring Lakes Wetland Complex, within the project area.
The T&E species survey was conducted on July 20, 2022 by S&EC on approximately 90-acres of the project site, overlapping with the proposed impact
locations. According to the species report completed by S&EC, the proposed project may affect, not likely to adversely affect the northern long-eared bat
and red -cockaded woodpecker based on the potential suitable foraging habitat and known occurrences near the Site. However, the proposed project will
have no effect on any other species listed in the IPaC report. It should be noted that all impact locations are within areas which do not constitute suitable
foraging habitat.
Additionally, since the T&E species report was conducted in July 2022, the tricolored bat (Perimyotis subflavus) was not included within the report as a
proposed endangered species. During the winter, tricolored bats are found in caves and mines, although in the southern United States, where caves are
sparse, tricolored bats are often found roosting in road -associated culverts. During the spring, summer, and fall, tricolored bats are found in forested
habitats where they roost in trees, primarily among leaves, and within artificial roosts like barns, beneath porch roofs, bridges, concrete bunkers,
culverts, and rarely within caves. The removal or modifications to culverts may affect tricolored bat if present. If culvert modifications or replacements are
proposed, then surveys by a qualified biologist are recommend prior to modification, extension, or removal of culverts greater than 24 inches in diameter.
The NCNHP database did not identify any known occurrences within a 1-mile radius of the Site. Due to the presence of potential suitable roosting habitat
in forested areas and the culverts under Long Beach Road SE, it is our opinion that the proposed project may affect, but is not likely to adversely affect
the tricolored bat since there will be no removal of culverts.
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as an Essential Fish Habitat?*
Yes No
Are there submerged aquatic vegetation (SAV) around the project vicinity?*
Yes
No O Unknown
6b. What data sources did you use to determine whether your site would impact an Essential Fish Habitat? *
The NOAA Essential Fish Habitat Mapper was used to determine if the project site would impact any essential fish habitat. According to the mapper, the
summer flounder has Habitat Areas of Particular Concern overlapping the Site. However, the stream that would provide the only potentially suitable
habitat for the summer flounder is Dutchman Creek in the eastern portion of the Site. This stream will have one impact area, which is occurring in an
area that is only 4 feet wide and approximately 1 to 2 feet deep at most. This would not be conducive habitat for the summer flounder to live or forage.
The species is predatory and there would not be a large enough food source in the portions of Dutchman Creek that are located on the Site. Therefore, it
is the opinion of Timmons Group that the project will have no effect on the summer flounder.
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal governments have designated as having historic or cultural preservation status? *
Yes No
7b. What data sources did you use to determine whether your site would impact historic or archeological resources? *
A search of the North Carolina Natural Heritage Preservation Office's (HPO) online database and the North Carolina Department of Environmental and
Natural Resources (DENR) Division of Historical Resources (DHR) data identified no historical resources within the project area. The listings identified
within a 1-mile specified search radius of the Site include one Surveyed Only (SO) site and one Study List — Gone (SLD) site.
The SO site is approximately 0.63-miles from the project area and the SLD site is approximately 0.44-miles from the project area. Considering the
proposed project's consistency with the surrounding land use, along with all proposed work being limited to the project area, the project area's distance
from all listings, and existing land use between the site and listings, the proposed project should have no effect on historical resources.
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain? *
Yes No
8b. If yes, explain how project meets FEMA requirements:
According to FEMA FIRM panels 3720209700K, 3720208700K and 3720209800K (eff. 8/28/2018), a floodway and 100-year floodplain with base
elevations from 18.0 to 16.8 feet above mean sea level in the southern portion of the Site (eff. 8/28/2018). However, the majority of the Site is located in
Zone X — an area of minimal flood hazard. Additionally, no jurisdictional impacts occur within the 100-year floodplain or floodway.
The floodway and 100-year floodplain will be avoided and minimized to the maximum extent possible.
8c. What source(s) did you use to make the floodplain determination? *
FEMA FIRM panels 3720209700K, 3720208700K and 3720209800K (eff. 8/28/2018)
Miscellaneous 8

Please use the space below to attach all required documentation or any additional information you feel is helpful for application review. Documents should be combined into one file when
possible, with a Cover Letter, Table of Contents, and a Cover Sheet for each Section preferred.
Click the upload button or drag and drop files here to attach document
2023.03.24_ePCN Attachments Package_Southport Meadows_FINAL.pdf
File must be PDF or KMZ
Comments
35.89MB
Signature
By checking the box and signing below, I certify that:
• The project proponent hereby certifies that all information contained herein is true, accurate, and complete to the best of my knowledge and belief'; and
• The project proponent hereby requests that the certifying authority review and take action on this CWA 401 certification request within the applicable reasonable period of time.
• I have given true, accurate, and complete information on this form;
I agree that submission of this PCN form is a "transaction" subject to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act");
I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act");
I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written signature; AND
I intend to electronically sign and submit the PCN form.
Full Name:
Nick Tudor
Signature
Date
3/24/2023

. `too*
5410 Trinity Road P 919.866.4951
T I M M O N S GROUP Suite F 919.859.5663
Raleigh,
NC 27607 www.timmons.com
March 24, 2023
Gary Beecher
U.S. Army Corps of Engineers—Wilmington District
Wilmington Regulatory Field Office
69 Darlington Avenue
Wilmington, NC 28403
Holley Snider
401 & Buffer Permitting Branch
NCDEQ — Division of Water Resources
127 Cardinal Drive Ext.
Wilmington, NC 28405
Re: Electronic Pre-Construction Notification Attachments
Southport Meadows
Southport, Brunswick County, North Carolina
Project No.: 47274
Dear Mr. Beecher and Ms. Snider,
On behalf of Pulte Group, we are providing additional attachments and information to aid in the
review of the electronic Pre-Construction Notification (PCN) of the Southport Meadows project,
an approximately 161-acre site located off of Long Beach Road SE, in Southport, North Carolina,
within Brunswick County (the Site).
A previous PCN application was submitted on August 10, 2022 with a 401 Individual Water Quality
Certification issued on October 7, 2022 and a 404 permit for NWP 29 issued on December 27,
2022. Due to design changes, a second PCN application is being submitted for this project.
Please review the below attachments and contact Nick Tudor at [phone] or
nick.tudor(a-)-timmons.com if additional information is required.
Sincerely,
Timmons Group
J " 0
Kate Hefner, WPIT
Environmental Scientist II
ENGINEERING I DESIGN TECHNOLOGY

G
Nick Tudor, PWS
Senior Environmental Scientist

Enclosures
ATTACHMENTS
Appendix A Figure 1 —Vicinity Map
Figure 2 — NRCS Soil Survey Map
Wetlands and Waters of the U.S. Delineation Map
Appendix B Agent Authorization Form
Preliminary Jurisdictional Determination
DWR Pre-Filing Request
Appendix C Environmental Impacts Set
Appendix D Mitigation Acceptance Letter
Appendix E IPaC Official Species Report
NCNHP Database Report
NC DCM No CAMA Permit Required
Protected Species Review
NOAA Essential Fish Habitat Map
Appendix F SHPO Map and List
Appendix G Previously Issued 401 and 404 Permits

Appendix A

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Site Limits 0 ❑
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Site limits are approximate.
Topographic imagery from USGS. r,;,.e
0 2,000 4,000 6,000 8,000
Feet 7q1?8FH7olvra�c
SOUTHPORT MEADOWS TIMMONS GROUP ••'�
BRUNSWICK COUNTY,NORTH CAROLINA •
FIGURE 1:VICINITY MAP YOUR VISION ACHIEVED THROUGH OURS. •
TIMMONS GROUP JOB NUMBER:47274 U.S.G.S.QUADRANGLE(S):SOUTHPORT
PROJECT STUDY LIMITS:175.3 ACRES DATE(S):2019
LATITUDE:33.963038 WATERSHED(S):LOWER CAPE FEAR(CAPE FEAR RIVER BASIN)
LONGITUDE:-78.038765 HYDROLOGIC UNIT CODE(S):03030005
These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever,inclusive,but not
limited to construction,bidding,and/or construction staking without the express written consent of TIMMONS GROUP.

Path:Y:\805\47274-Southport Meadows\GIS\47274-Permit-NRCS.mxd
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Site Limits ■ti_
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Site limits are approximate.
Soils from NRCS Web Soil Survey(Brunswick County, 1986). — ld.
0 750 1,500 2,250 3.000
Feet
SOUTHPORT MEADOWS T I M M O N S GROUP ��•
BRUNSWICK COUNTY,NORTH CAROLINA •
FIGURE 2: NRCS WEB SOIL SURVEY MAP YOUR VISION ACHIEVED THROUGH OURS. •
TIMMONS GROUP JOB NUMBER:47274 U.S.G.S.QUADRANGLE(S):SOUTHPORT
PROJECT STUDY LIMITS:175.3 ACRES DATE(S):2019
LATITUDE:33.963038 WATERSHED(S):LOWER CAPE FEAR(CAPE FEAR RIVER BASIN)
LONGITUDE:-78.038765 HYDROLOGIC UNIT CODE(S):03030005
These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever,inclusive,but not
limited to construction,bidding,and/or construction staking without the express written consent of TIMMONS GROUP.

_a '<r"�` _ ��:t. L ems: • s`_�.
k, TIN ,
Potential Wetland Waters of the US '''". � PAP
Property Line
Potential Non-Wetland Waters of the US
. .�;,
Field Sketch of Wetlands N
Dutchman Village
Map Source: 2019 NCOneMaps Orthoimagery South Port, Brunswick Co., N.C.
02/07/2022 04-127.02

Appendix B

TIMMONS GROUP
YOUR VISION ACHIEVED THROUGH OURS.
AGENT AUTHORIZATION
All Blanks to be Filled in by Applicant
The Department of the Army NCDEQ-Division of Water Resources
US Army Corps of Engineers 401 & Buffer Permitting Unit ,.
Wilmington District 1650 Mail Service Center
PO Box 1890 Raleigh, NC 27699-1650 N
Wilmington, NC 28402-1890 u
z
t M
ID
N �
To Whom It May Concern: a;
I, the undersigned, current applicant designate, authorize representatives of Timmons Group to o
act on my behalf as my agent in the processing of permit applications, to furnish upon request 1-4
supplemental information in support of ap lications, etc., from this day forward. - LL
This the day of v 20 In
(number) (Mo th) (Year) Ln
� o
T
This notification supersedes any previous correspondence concerning the agent for this project. kD
Project Name: Southport Meadows
v w
in r
Applicant Name(Print): Rye-Gfeep- P.,1kc, k-tonne �,v, ,� LLC-
Applicant Signature: E
o O
Applicant Mailing Address: ► ZZ 5 C-res c.c,.t� G'r«+-+ Dr.�c u
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NC- E
Applicant Fax v E
Telephone: c(19 $1. t tw No. 3
Applicant Email t N 3
Address: G�►ri5 . QakA!a tom/ a' Dvlrf-A r ovh . COM
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TIMMONS GROUP
YOUR VISION ACHIEVED THROUGH OURS.
PROPERTY OWNER CERTIFICATION FORM
All Blanks to be Filled in by Current Landowner
The Department of the Army NCDEQ- Division of Water Resources
US Army Corps of Engineers 401 & Buffer Permitting Unit
Wilmington District 1650 Mail Service Center ID
PO Box 1890 Raleigh, NC 27699-1650 N
Wilmington, NC 28402-1890 U
NCDEQ- Division of Coastal Management z
127 Cardinal Drive Ext. rn o
Wilmington, NC 28405-3845 ko
Ln
an
To Whom It May Concern: o
o,
I, the undersigned, a duly authorized owner of record of the property/properties identified herein, '
do authorize representatives of the Wilmington District, U.S. Army Corps of Engineers (Corps), In
1-1
NCDEQ Division of Water Resources (DWR) and Division of Coastal Management (DCM) to In
ON
enter upon the property herein described for the purpose of conducting on-site investigations T
and issuing a determination associated with Waters of the U.S. subject to Federal jurisdiction kD
under Section 401 and 404_of the Clean Water Act, and/or Section 10 of the Rivers and Harbors
ON
Act of 1899. This the J�U day of '3 202-L . ~
o rn
(number) (Month) (Year) W
L
Project Name: Southport Meadows m E
o O
o U
Parcel ID: 22100004 t N
v O
Site Address: 0 Long Beach Road SE ~ E
E
Southport, NC 28461 3
3
Property Owner's Name(Print): Cameron Properti s Timber Co. LLC 3
Property Owner's Signature:
Property Owner's Mailing
Address:
vnk-xn - N�C 2
Property Owner's / Fax Q`r1
Telephone: �� y 7fo �- �i(, No.
Property Owner's
Email Address:
v
0
v

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW-2022-00375 County: Brunswick County
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Property Owner/Applicant: Noah Dean
SEGI
Address: 5315 South College Road,Suite E
Wilmington,NC,28412
Telephone Number: [phone]
E-mail Address: Ndean(&segi.us
Size(acres) 346.95 acres Nearest Town Southport,NC
Nearest Waterway Price Creek River Basin Cape Fear
USGS HUC 03030005 Coordinates Latitude:33.96813 Longitude:-78.03703
Location description: This project is located on Long Beach Road in Southport,Brunswick County,NC
(Parcel ID: 209817019039).
Indicate Which of the Following Apply:
A. Preliminary Determination
X There appear to be waters,including wetlands,on the above described property, that may be subiect to Section 404 of the
Clean Water Act(CWA)(33 USC& 1344)and/or Section 10 of the Rivers and Harbors Act(RHA)(33 USC &403). The
waters,including wetlands,have been delineated,and the delineation has been verified by the Corps to be sufficiently
accurate and reliable. Therefore this preliminary jurisdiction determination may be used in the permit evaluation
process,including determining compensatory mitigation. For purposes of computation of impacts,compensatory
_mitigation requirements,and other resource protection measures,a permit decision made on the basis of a preliminary JD
will treat all waters and wetlands that would be affected in any way by the permitted activity on the site as if they are
jurisdictional waters of the U.S. This preliminary determination is not an appealable action under the Regulatory
Program Administrative Appeal Process(Reference 33 CFR Part 331). However,you may request an approved JD,
which is an appealable action,by contacting the Corps district for further instruction.
_ There appear to be waters,including wetlands, on the above described property, that may be subject to Section 404 of the Clean
Water Act(CWA)(33 USC § 1344)and/or Section 10 of the Rivers and Harbors Act(RHA)(33 USC§403). The
waters,including wetlands, have been delineated,and the delineation has been verified by the Corps to be sufficiently accurate
and reliable. Therefore this preliminary jurisdiction determination may be used in the permit evaluation process,including
determining compensatory mitigation. For purposes of computation of impacts,compensatory mitigation requirements,and other
resource protection measures,a permit decision made on the basis of a preliminary JD will treat all waters and wetlands that
would be affected in any way by the permitted activity on the site as if they are jurisdictional waters of the U.S. This preliminary
determination is not an appealable action under the Regulatory Program Administrative Appeal Process(Reference 33 CFR Part
331). However,you may request an approved JD,which is an appealable action,by contacting the Corps district for further
instruction.
_ There appear to be waters,including wetlands, on the above described property, that may be subject to Section 404 of the Clean
Water Act(CWA)(33 USC § 1344)and/or Section 10 of the Rivers and Harbors Act(RHA)(33 USC §403).However,since the
waters,including wetlands, have not been properly delineated,this preliminary jurisdiction determination may not be used in the
permit evaluation process. Without a verified wetland delineation,this preliminary determination is merely an effective
presumption of CWA/RHA jurisdiction overall of the waters,including wetlands, at the project area,which is not sufficiently
accurate and reliable to support an enforceable permit decision. We recommend that you have the
waters of the U.S.,including wetlands, on your property delineated. As the Corps may not be able to accomplish this wetland
delineation in a timely manner,you may wish to obtain a consultant to conduct a delineation that can be verified by the Corps.
Page 1 of 2

SAW-2022-00375
B. Approved Determination
_ There are Navigable Waters of the United States within the above described property subject to the permit requirements of
Section 10 of the Rivers and Harbors Act(RHA)(33 USC§403)and Section 404 of the Clean Water Act(CWA)(33 USC§
1344). Unless there is a change in law or our published regulations,this determination may be relied upon for a period not to
exceed five years from the date of this notification.
_ There are waters of the U.S.,including wetlands, on the above described property subject to the permit requirements of 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.
_ We recommend you have the waters of the U.S.,including wetlands, on your property delineated. As the Corps may not be
able to accomplish this wetland delineation in a timely manner,you may wish to obtain a consultant to conduct a delineation that
can be verified by the Corps.
_ The waters of the U.S.,including wetlands, on your property have been delineated and the delineation has been verified by
the Corps. We strongly suggest you have this delineation surveyed. Upon completion,this survey should be reviewed and
verified by the Corps. Once verified,this survey will provide an accurate depiction of all areas subject to CWA jurisdiction on
your property which,unless there is a change in law or our published regulations,may be relied upon for a period not to exceed
five years from the date of this notification.
_ The waters of the U.S.,including wetlands, have been delineated and surveyed and are accurately depicted on the plat signed
by the Corps Regulatory Official identified below on .Unless there is a change in 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 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 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.
X The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area Management Act
(LAMA). You should contact the Division of Coastal Management in Wilmington,NC 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 Gary Beecher at(910)251-4694 or
Gary.H.Beecher(&usace.army.mil.
C. Basis For Determination: N/A.An Approved JD has not been completed.
D. Remarks: A desk top review was conducted on tis Preliminary JD application using information obtained from the
consultant(SEGI)and Corps generated QL2 Lidar Maps.
E. Attention USDA Program Participants
The delineation included herein has been conducted to identify the location and extent of the aquatic resource boundaries and/or the
jurisdictional status of aquatic resources for purposes of the Clean Water Act for the particular site identified in this request. This
delineation and/or jurisdictional determination may not be valid for the Wetland Conservation Provisions of the Food Security Act of
1985,as amended.If you or your tenant are USDA program participants,or anticipate participation in USDA programs,you should
discuss the applicability of a certified wetland determination with the local USDA service center,prior to starting work.
F. Appeals Information for Approved Jurisdiction Determinations (as indicated in Section 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:

SAW-2022-00375
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
PHILIP.A.SHANNINgUSACE.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 N/A.
It is not necessary to submit an RFA form to the Division Office if you do not object to the determination in this
correspondence.
Digitally signed by Gary H.
Gary H. Beecher Beecher
Corps Regulatory Official: Date:2022.07.28 16:04:32-04'00'
Date of JD: July 28,2022 Expiration Date: PJD does not expire
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we
continue to do so,please complete our Customer Satisfaction Survey,located online at
https://re ug latory.ops.usace.g,M.mil/customer-service-survey.
Copy Furnished via e-mail to:
Owner:
Bruce Cameron IV
Cameron Properties Timber CO LLC
PO Box 3649
Wilmington,NC 28406
[phone]
bcameroniv(&cameronco.com

PRELIMINARY JURISDICTIONAL DETERMINATION (PJD) FORM
BACKGROUND INFORMATION
A. REPORT COMPLETION DATE FOR PJD: 2/7/2022 Corps completetion on July 28,2022
B. NAME AND ADDRESS OF PERSON REQUESTING PJD: CAMERON PROPERTIES TIMBER CO LLC,Bruce
Cameron, P.O. Box 3649Wilmington, NC 28406
C. DISTRICT OFFICE, FILE NAME, AND NUMBER: Wilmington District,Dutchman village in Southport,
SAW-2022-00375
D. PROJECT LOCATION(S) AND BACKGROUND INFORMATION: Long Beach Road
(USE THE TABLE BELOW TO DOCUMENT MULTIPLE AQUATIC RESOURCES AND/OR
AQUATIC RESOURCES AT DIFFERENT SITES)
State:NC County: Brunswick City: Southport
Center coordinates of site (lat/long in degree decimal format): Latitude: 33.965637 Longitude: -78.038394
Universal Transverse Mercator:
Name of nearest waterbody:Dutchman Creek
E. REVIEW PERFORMED FOR SITE EVALUATION(CHECK ALL THAT APPLY):
❑x Office (Desk) Determination. Date: July 28,2022
❑ Field Determination. Date(s):
TABLE OF AQUATIC RESOURCES INREVIEW AREA WHICH"MAY BE"SUBJECT TO REGULATORY
JURISDICTION.
Estimated amount of Type of aquatic Geographic authority to
aquatic resources in which the aquatic resource
Latitude(decimal Longitude (decimal resources (i.e.,
Site Number review area (acreage "may be"subject(i.e.,
degrees) degrees) wetland vs. non
and linear feet,if Section 404 or Section
applicable wetland waters) 10/404)
1 33.9611 -78.0457 2908 LF Non-wetland Section 404
waters
2 33.9653 -78.0438 924.29 LF Non-wetland Section 404
waters
3 33.9668 -78.0428 876 LF Non-wetland Section 404
waters
4 33.9604 -78.0305 1980.3 LF Non-wetland Section 404
waters
5 33.9602 -78.0392 6553 LF Non-wetland Section 404
waters
6 33.9629 -78.0342 1904 LF Non-wetland Section 404
waters
1 33.9695 -78.0362 0.05 ac. wetland Section 404
2 33.9702 -78.0350 0.3 ac. wetland Section 404
3 33.9668 -78.0370 0.57 ac. wetland Section 404
4 33.9696 -78.0365 0.61 ac. wetland Section 404

5 33.9656 -78.0379 1.40 ac. wetland Section 404
6 33.9669 -78.0386 1.63 ac. wetland Section 404
7 33.9684 -78.0360 2.69 ac wetland Section 404
8 33.8654 -78.0405 2.72 ac. wetland Section 404
9 33.9632 -78.0463 22.38 ac. wetland Section 404
10 33.9676 -78.0357 4.11 ac. wetland Section 404
11 33.9547 -78.0429 72.11 ac. wetland Section 404
12 33.9630 -78.0337 8.91 ac. wetland Section 404
13 33.9672 -78.0430 89.99 ac. wetland Section 404
SUPPORTING DATA. Data reviewed for PJD (check all that apply)
Checked items should be included in subject file. Appropriately reference sources below where
indicated for all checked items:
® Maps, plans, plots or plat submitted by or on behalf of the PJD requestor:
Map: Field sketch of wetland
® 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: Southport 2014 1:24k
®Natural Resources Conservation Service Soil Survey. Citation: Soil Survey of Brunswick Co.
❑National wetlands inventory map(s). Cite name:
❑State/local wetland inventory map(s):
❑FEMA/FIRM maps:
❑ 100-year Floodplain Elevation is: (National Geodetic Vertical Datum of 1929)
®Photographs: ®Aerial(Name & Date): 2019 NCOncMaps Orthoimagery
or❑Other(Name&Date):
❑ Previous determination(s). File no. and date of response letter:
❑x Other information(please specify): Corps generated QL2 Lidar Map
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.
Digitally signed by Gary H.
Gary H. Beecher Beecher �Lhfv„t
Date:2022.07.28 16:04:11-04'00'
Signature and date of Regulatory
staff member completing PJD Signature and date of person requesting PJD
DATE (REQUIRED, unless obtaining the signature is
impracticable)1
1 Districts may establish timeframes for requester to return signed PJD forms. If the requester does not respond within the
established time frame, the district may presume concurrence and no additional follow up is necessary prior to finalizing an
action.

00
Yngmy l.im
"OR 1250 R 2000 R \
Vicinity Map N
Dutchman Village
Map Soaree:ESRI Street Map, South Port,Brunswick Co..N.C.
02/07/2022 04127.02 �1 c

2/7/22, 10:44 AM Brunswick County GIS Data Viewer
V
87. L
Parcel Information
Parcel ID:22100004
Parcel PIN:209817019039
Calc.Acreage: 346.95
Legal Description
346.95 AC PL 32/95&96 NC 87& 133
Owner Information
Owner Name:
CAMERON PROPERTIES TIMBER CO
ETALS
Mailing Address:
Nort PO BOX 3649
Dutchman Creek ( side o/fn WILMINGTON, NC 28406-0649
oQsta�wa Deed and ter�a Plat
References
�p0 Deed Book:03933
y� Deed Page: 0619
N
h Plat Book: 0032
Plat Page: 0095
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Southport.2022 04-12 Co..N.C. SEGO
07f28f2022 01-127.02

From: Nick Tudor
To: 401PreFi1e(ancdenr.gov
Subject: Southport Meadows
Date: Tuesday,June 28,2022 3:03:00 PM
Attachments: 2022-2-7-Pages from JD Reauest Packaqe Dutch—man Village.odf
imaae001.ona
Good afternoon,
On behalf of Pulte Group, we are submitting a Pre-Filing Meeting Request for the approximately
161-ac. Southport Meadows site located south of Long Beach Rd, SE, Southport, NC(Brunswick
County).The project is located in the Cape Fear River Basin (HUC 030300050802).
The proposed project consists of a residential subdivision with associated amenities, including utility
improvements, stormwater control measures, and roadways.
Applicant information:
Pulte Group
c/o Robert Anderson
MS 1042
P.O. Box 3660
Portland, OR 97208
bob.anderson(@pultegroup.com
[phone]
Please feel free to reach back out to me with any questions or if you need any additional
information.
Thank you!
Nick Tudor
Sr. Environmental Scientist
In
TIMMONS GROUP I www.timmons.com
5410 Trinity Rd., Suite 102 1 Raleigh, NC 27607
Office: 984.222.1616
Mobile: [phone]
nick.tudor(@timmons.com
Your Vision Achieved Through Ours

Appendix C

E
= N O
H U�
F Z c
a U c E
LL m
2O C a+
w ZSOUTHPORT MEADOWS
E 3
7 V'0 3 N a
z_2 -.
w a^ z
K O O
3 o
ENVIRONMENTAL IMPACTS ~ a
0
BRUNSWICK COUNTY, NORTH CAROLINA
0
0
0
NOTES: SITE DATA TABLE: a o
1. BOUNDARY AND TOPOGRAPHIC INFORMATION TAKEN FROM
SURVEY BY TIMMONS GROUP DATED DECEMBER 14, 2022. TOTAL AREA: 160.39 ACRES C DATE
2. DITCHED PERENNIAL STREAM AND PERENNIAL STREAM TOTAL WETLANDS:87.01 ACRES(3,790,007 SF) 312012023
OHWM DETERMINED FROM TOTAL LINEAR FEET OF PERENNIAL STREAMS:3,192.94 LF DRAWN BY
ORDINARY HIGH-WATER MARK
( ) TOTAL LINEAR FEET OF DITCHED PERENNIAL STREAMS: 3,050.28 LF 331
SURVEY BY TIMMONS GROUP DATED MARCH 7, 2023. SITE TOTAL LINEAR FEET OF RELATIVELY PERMANENT WATERS:4,975.02 LF DESIGNED BY
3. A DELINEATION OF THE PROJECT AREA WAS COMPLETED BY , •'0 331
SOUTHERN ENVIRONMENTAL GROUP (SEGI) ON DECEMBER CHECKED BY
23, 2021. THE DELINEATION WAS APPROVED BY THE U.S. v" : • 805
ARMY CORPS OF ENGINEERS (ASACE)AND A PRELIMINARY ALE
JURISDICTIONAL DETERMINATION (PJD) WAS ISSUED BY : AS SHOWN
GARY H BEECHER ON JULY 28, 2022. SAW-2022-00375 sornp� r� •
4. TIMMONS GROUP VERIFIED WITH THE NC DIVISION OF �pP"�°Sft,,;_ 00
COASTAL MANAGEMENT (DCM)THAT A CAMA PERMIT WILL 133. A Q
NOT BE REQUIRED FOR THIS SITE. z -
5. THE SUBJECT PROPERTY IS LOCATED IN ZONE X AND AE IN
ACCORDANCE WITH FIRM MAP NUMBERS 3720209700K,
N 3720208700K, AND 3720209800K WITH AN EFFECTIVE DATE OF VICINITY MAP
AUGUST 28, 2018. Ul)
0
6. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH _ O
BRUNSWICK COUNTY AND NCDOT STANDARDS, 1 =5000 o
O Z
SPECIFICATIONS, AND DETAILS. Ice E
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3 0
> Sheet List Table > w Y
oC ? = 3
Sheet Number Sheet Title g U)
N Se
CWI-1.0 COVER SHEET a w
2 > ao
N CWI-1.1 EXISTING CONDITIONS Z O
U m E
CWI-1.2 OVERALL ENVIRONMENTAL IMPACT
CWI-1.3 WETLAND, STREAM AND RELATIVELY PERMANENT WATER IMPACTS TABLE
O U)
o
CWI-1.4 DITCHED PERENNIAL STREAM IMPACT 1 PLAN & PROFILE
w
L CWI-1.5 DITCHED PERENNIAL STREAM IMPACT 2 PLAN & PROFILE aN
o CWI-1.6 DITCHED PERENNIAL STREAM IMPACT 3 & RPW IMPACT 1 PLAN & PROFILE vN
CWI-1.7 WETLAND IMPACTS 1 TO 4 PLAN
> Know what's below.
CWI-1.8 PERENNIAL STREAM IMPACT 1 &WETLAND IMPACT 5 PLAN & PROFILE ]OB DO.
N Call before you dig. 47274
CWI-1.9 NOTES AND DETAILS -
M
SHEET NO. _-
M
Cw1-1.0 m
ti E

W W W W W W W W W W W W W W W W W W W W W O W W W W W W W W W W W W W W \1
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SCALE 10-300 W W W W W W W W W W W W W W W W W W W W W W W W W W T W W W W w m
W W W W W W W W W W W W W W W W W W Wyk W W W W W W W W \W W W W ♦ I \ ' � � �E
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WTL SW
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— — WTL SW-50C1 1
— — PERENNIAL STREAM �WWWWWWWWWW �'.v •vJ,J'wW Ww WTL SW-41C1-3
W W W W W W WTL SW-4 1-5 WTL SW-50C1-3 W W W J
RELATIVELY PERMANENT WATERS WTL SW-41C1-4
WTL SW-50C1-4 � W W W W
�bVTL SW-50A1-1 WTL SW-41C1-5
♦L ♦L WETLANDS W WW Y W� WTL SW-50A 1-2 WTL SW-50C1-5 W WWWWWW YWWW a
✓ W W W W X
W W W W WTL SW-50A1-3
WTL SW-50A 1-4 DITCHED PERENNIAL STREAM 1
Q ORDINARY HIGH-WATER W WWWWWWWW WWWWWWTL SW-50A1-5
WTL SW-XXXX-X MARK(OHWM)FLAG
WWWWWW WWW WW I
Y W W W W w
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W W W W W. •-
W W W W W •••YYY W W W W W W W W W W i�
W W W W W W W W W W W W WTL SW-41A1-7 WETLANDS B WTL SW-4 PERENNIAL STREAM 1 aContractor will follow the following a
V W W W W
W W W W W y' •►♦ TL SW-41A1-9 •❑ I >
construction sequence: �W W W W Y + W W W v WTL SW-41A1-10 V W W W W W c DATE
W W W W W 'J W W W W 1 W W W W W W a 3/20/2023
WTL SW-50A1-6 F W W W W W
W W W W W W W WTL SW-50A1-7 W W W W �'
W W W W W W W W W W W W Danwry BY
Contractor shall notify the Brunswick / W W W W W WTL SW-50A 1-8 1 W W W W W
. W W W W W •' �/ WTL SW-50A1-9 WETLANDS E 331
County Planning Department 48-hours W W W W W W W W W W
W W W W W W WTL SW-50A1-10 DESIGNED By
in advance of start of work during a WwWWWWWW WWWWWW 1WWW ��'1 •• 331
Period of time with no rain in the j WWWWW'��WWW J\� • C.KC 6V
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Prior to start of work contractor shall
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m II W W W W W •• I
m have all materials and equipment ✓Wwwwwwwwwwww _ I •
on-site. For utility crossings with ;I RELATIVELY
casings, the carrier pipe shall be WETLANDS D PERMANENT 1`WWWWW/WWWWWW I •
W W W Y W W W
WATERS 1 /W W W W W W W I
installed within the casing pipe prior to WA—k * \\ /WWW
any open cut activities. \ _
� W W W W WTL SW-50814
N W W W W W W w W W W W
Contractor shall install a temporary W W W W W W \ W W W
N —/ W W W W W W W W W�•v W \ TL SW-508 -2Zone AE Base Flood Elevation 26.1 Ft.ofer dam on the upstream side of the W� W W Wf V' W W W W W W W W W W W W W WTL 25 UNK
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proposed crossing and pump water W W W W W W W W W W W W W w WTL SW-5081-3 W W W W O
W W W W W W W W W W W W W W W W\ W W W W W
c'> W W W W W W W W W W W W W W W W •Y� PERENNIAL W
around the open cut area to the W W W W W W W W W W W W W W W W W W y7,
a /yf v i�W W W W W W W W W W W W W W W W W W W W . STREAM 1 W W W W W W W '_ u
downstream side.
_0
a Contractor shall place the culvert or W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W
W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W + W W W W W W W W W II O
W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W\ WTL SW-41B1-1
utility casing with carrier pipe at \ •��W W W W W W W
W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W WTL SW-41B1-2 W W W W W W Q U U) o
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m 0 0 0 0 W o WW W
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TOTAL WETLANDS:87.01 ACRES(3,790,007 SF) 0 0 a W
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0E TOTAL LINEAR FEET OF PERENNIAL STREAMS:3,192.94 LF WW
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SHEET NO.
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66

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W W W W W W W W W W W W W •' W W W W W W W W W W W W z.\ ` ¢�O
W W W W W W W W W W W W W W W NP " _ _
W W W W W W W W W W W W W W W W W W W w Z 3 a W W W W �O 3
0 300' 600' ❑ W W W W W W W W W W W W W W W/ ° WETLANDS V W W
z W W W W W W W W W W W . W W W W 9'a n IMPA�T2 WWW - �ia
W W W W W W W W W' W W W z x 6 s W W W a I
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Contractor will follow the following construction sequence:
W W W W W W W W W •4/ �Y W�� � `\ � \\� I I I � � w w U
• Contractor shall notify the Brunswick County Planning rat a o
WETLANDS IMPACT 5 I
Department 48-hours in advance of start of work during W W W W W / ,� W W W W z I
w
a period of time with no rain in the forecast. WWWW�- W WWWWWWWWWWWWW W G DITCHED
V W W W W W W W W PERENNIAL 3 3 _
• Prior to start of work, contractor shall have all materials •WWWWWWWWWWWWWWW �� WWWSTREAM IMPACTI \ 69
VV
and equipment on-site. For utility crossings with �WWWWW WWW WWWW W 50'STATE PER IAL ENN W O
VEGETATIVE '° STREAM' W
casings, the carrier pipe shall be installed within the 'IV '41 1 W W ' BUFFER 63 e o s9 IMPACT57
WWWWV z
casing pipe prior to any open cut activities. 'WWWWWWW / , 30'COUNTY W W W W W F
JJJ 50'STATE'V V' o
• Contractor shall install a temporary coffer dam on the WWWWWWWW' VEGETATIVE W W w sa RIPARIAN BUFFER - _ 1
W W W WV'W BUFFER.,W W W W u
upstream side of the proposed crossing and pump water / WWWWWWWW y WETLANDS \ 3J0 - �- a g0'COU 7Y WWW WW o 0
IMPACT 1 ♦i, W W
around the open cut area to the downstream side. W W W W W W W W W W /- I RIPARIA\BUFFER V`1{{
W W W W W J •V W W h�lr W io9 \ W W W W W I W DATE
• Contractor shall place the culvert or utility casing with W W W W W W\ l410�Q W W W W �✓ W M`P
`�♦ -/- zx z6 V WW W W W W W W' .❑ 3/20/2023
�'V W W W W 1✓ x0z WW zze 100 V W W W W '
carrier pipe at elevations shown on the approved plans W W W W W J . WLANDS K , n �W W W W W DaAwry By
ACT2and backfill in accordance with Brunswick County W W W W W yyy °a _ , „ DITCHED' °n a W W W 331
/W W W W W� Y W PERENNIAL
specifications. W W W W W \ W J STREAM=z 1 W W W W W DESIGNED BY
�, ,y ,y J, W ,y zos y� z,1 IMPACT 2 1os , xg W W W W •
'• Contractor shall restore channel and stabilize any W W W W W W 1 \ O4 \ „y p W W 331�W ••
���W W W W / ; i3 11 W W W W I CHECKED BY
disturbance within 24-hours of start of work. W W W y + ' a° W W W \` -
� aV z09 \ 223 103 \ 9+ W W W W G • $OS
• Contractor shall restore wetland areas with temporary """ - oa b °x „a / YW WW W • • SCALE
zn ioi n9 az W W • 1"=300'
impact or permanent conversion to impact to , \
> I a zn e WETLANDS W W/W I •
IMPACT4 �Y
pre-construction contours, and plant an appropriateEE
II � \ z° '°° ° a< WWV,W �, J,J' __ —__ •
wetland or riparian seed mix.
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zoz W W/W W D
LEGEND /, a" ' ab
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0 0 0 0 0 0 0 0 C ^/'
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i5x 181 89 a \
O ^/ 60
N FLOODWAY
PROPERTY LINE a W W W W W W W W W W W W 83 a" ` RELATIVELY /Y W
in W W W W W W W W W W W W W W PERMANENT W W '1 s
— DITCHED PERENNIAL STREAM �W W W W W W W W W W W W W W W \ WATERS 93
W W W W W W W W W W W W W W W W W\ 1B6 IMPACT 1
o — — PERENNIAL STREAM W W W W W W W W W W W W W W W W W W Wes_ ,az \ W W W W W W i i it Q q
is" W W W W W W W W W W W W W W W W W W W W 1\/ 9J W W W W W W V, O Z (J o
a ------- RELATIVELY PERMANENT WATERS W W�� .. r�W W W W W W W W W W W W W W W W W W W W W W sa /
W W W W W W W W W J V W W w W W W W W Wlt
3 41 W W W W W W W W W W W BOARDWALK W W W W W W W W W W W W W W W \ +a9 \ V� W WETLANDS' W W j 0 d v
�/ ♦L WETLANDS W W W W W W W W W W W W VDESIGNED AND Y W W W W W W W W W W W W W W W ,go \ W W IMPACT3 W W W j Q Q o
J W W W W W W W W W W W W W W W W W W W W W W W W W W W W V. v- v- ✓ W W I
W W W W W NP W W W W W W V PERMITTED BY 1, W W W W W W W W W W W W W W W W ♦ \ W W W W W W W W = ~
OW W W W W W W W W W W W OTHERS W W W W W W W W W W W W W W W W W ivi / W W W W W W -\ J a
W W 50'STATE W W W W W W W W W W W W W W W W W W W W W W W W W W W W 19z W W W W W \� \ U Q c
o`! W W W VEGETATIVE V W W W W W W W W W W W W W W W W W W W W W W W W W W W W DITCHED .W �• W W W z F" a
W W V W W W W `V W W W W W W W W W W W W W W W W W W W W W W W
W W W BUFFER V W W W W W W W W W W W 'V W W W W W W W W W W W W W W W W PERENNIAL 9I ,y O„E,°
SITE DATA TABLE: W W W W W W W IV W IVW IVW IVW W W IV IVW W W W IVW IVW W W W IVW IV W IV STREAM IV W __, �� z LU o
W W W .. .. W W W W W W W W W W W W W W W W W W W W W W W W W W IMPACT 3 OV
U W W NV V 30'COUNTY V W W W W W W W W W W W W W W W W W W W W W W W W W w \ NA OW °J. W \ O Z v
M W W W RIPARIAN BUFFER W W 'V W W W W W W 'V W W W W W W W W W W W W W W W W W W O'� Vp VO W
M TOTAL AREA: 160.39 ACRES W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W o oW W A\\ -% O ^O p o
W pV W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W �l ,y
N TOTAL WETLANDS:87.01 ACRES(3,790,007 SF) W W W a W W W W W W W W W W(W W W W W V W W W W W W W W W W W W W W W\ W vN
t` O W W W W W W W W W W WJV W W W W W W W W W W W W W W W W W W W W W \ o dV / = V>'i o
? TOTAL LINEAR FEET OF PERENNIAL STREAMS:3,192.94 LF W W W W W W W W W W W WhY W W W W W W W W W W W W W W W W W W W W W W o
y W W Q1 W W W W W W W W W W W W W W W W W �W W W W W W W W W W W�W W W oW o o W -
TOTAL LINEAR FEET OF DITCHED PERENNIAL STREAMS:3,050.28 LF W W W W W W W W W v W W W W W W W W' ED w E W W W W W W W ...aY W W W W W W W W W WWl�W�W ° W 15
TOTAL LINEAR FEET OF RELATIVELY PERMANENT WATERS:4,975.02 LF W W W W W W O°W W W W W W W W W WW W W W W W W W W 9y ° W� o °° W oW J a
N W W W W W W ee oL W W W W W W W W W zl W W W W W W W W W O o �S 0 - O J
W W WSW W W W W W W W W W W W W W W W W W 0 °o W
W oW W W g W W W W W W W W W W W W W W '(s°� W. ° O oo o W.
W W W W W W W W W W W W W W W W W N, W W ♦ ° ov W m
W W W W W W W W W W W W W W W W W \If W W 0& W W O o° ° V o W W LU
W W W W W W W 8 W W W W W W W W WO W -o o °° O W W yf W p '
a W W W g .00V W W W W Vo W W sYao W W OW W o ° O °o O W W s s"
x WETLAND,STREAM AND RPW IMPACT LEGEND: &°/ offf� W W W W oW W W W° oL W W `� o ° o% O
LU °dbp W W W Y OV° W40 W W W W W W W W W V °o O / W W =
Vp W W` W W W W W W W W W Cf/ o op W \ 63
° ®PERMANENT WETLANDS-LIGHT GREEN 8 °° W W W WOVJ 1� °V W S W W W W W \ ° °/° ooW W
r W�W W W .",p�� oW OW W W �OVLW W W W W W O 8 W W o�WW
TEMPORARY WETLANDS-YELLOW W W am W oJ° Jo°i' W W W a' W_ � W W W °° V�
U W W W W VD W oY W W W Vr�' W W V+�W W W 6 W W -
W W W W' W W W Vo Vg,W W W W W�W Jo WOW W
o PERMANENT DITCHED PERENNIAL STREAM-CYAN ° W Jp W W W WOW y� W W
W W - OY 3 W W W '1�W W W W oW W
L.....=,PERMANENT DITCHED PERENNIAL STREAM-NO LOSS-PURPLE o o° W W W ° $pY W W °W W W Wo W W Ea
o W W W �,oTp W W Vb W W
TEMPORARY DITCHED PERENNIAL STREAM-PINK ° o0 00° °° W , W , �� W W W W W W W °WWWW _
PERMANENT PERENNIAL STREAM-ORANGE °° ° °°°° °°°o°° WWWW W W W W W qW iW JOB NO.
CQ t` °o W W W W W W W W W W W W W W '00 W W \ 47274 '°°
0 PERMANENT PERENNIAL STREAM-NO LOSS-DARK GREEN W W W W W W W W W W W W /oY W W q
? _ _ �oq o/'+' co'k SHEET No.
M TEMPORARY RELATIVELY PERMANENT WATERS-RED -
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WETLAND IMPACT DITCHED PERENNIAL STREAM IMPACT PERENNIAL STREAM IMPACT RELATIVELY PERMANENT WATERS IMPACTMAP 5
DATE
SHEET IMPACTNUMBER IMPACT SPECIFICATION o
3/20/2023
PERMANENT TEMPORARY _ PERMANENT _
(SF) (AC) (SF) (AC) (LF) (SF) (AC) (LF) (SF) (AC) (LF) (SF) (AC) (LF) (SF) (AC) (LF) (SF) (AC) (LF) (SF) (AC) DRAWN ev
331
CWI-1.4 DITCHED PERENNIAL STREAM IA PRO POSED ROADWAY FILL 68.22 547.85 0.0126
• DESIGNED BY
CWI-1.4 DITCHED PERENNIAL STREAM 1B PROPOSED CLASS 1 OUTLET PROTECTION - - - - 20.00 139.75 0.0032 - - - - - - - - - - - - - - - 331
CW I-1.4 DITCHED PERENNIAL STREAM 1C PROPOSED CLASS 1 OUTLET PROTECTION-KEYED INTO EX.GROUND - - - - - - - 30.00 216.30 0.0050 - - - - - - - - - - - - ••
CHECKED BY
CWI-1.5 DITCHED PERENNIAL STREAM2A PROPOSED ROADWAY FILL 61.83 475.10 0.0109 - - 805
CWI-1.5 DITCHED PERENNIAL STREAM 2B PROPOSED CLASS 1 OUTLET PROTECTION 20.00 137.36 0.0032 - - • SCALE
m CWI-1.5 DITCHED PERENNIAL STREAM 2C PROPOSED CLASS 1 OUTLET PROTECTION-KEYED INTO EX.GROUND - - - - - - - 30.00 215.94 0.0050 - - - - - - - - - - - - AS SHOWN
> CWI-1.6 DITCHED PERENNIAL STREAM SANITARYSEWER PIPE AND FORCEMAIN PIPE INSTALLATION - - - - - - - - - - 31.96 187A9 0.0043 - - - - - - - - -
tL -
CWI-1.6 RELATIVELY PERMANENT WATERS SANITARY SEWER PIPE AND FORCEMAIN PIPE INSTALLATION - - - - 39.78 79.56 0.0018 LL
•
c CWI-1.8 PERENNIAL STREAM IA PROPOSED ROADWAY FILL 62.35 592.66 0.0136
- m
CWI-1.8 PERENNIAL STREAMIB P RID POS ED HEADWALL I NSTALLATI 0 N AND C LASS 10 UTLET P ROTECTI 0 N - - - - - - - - - - - - - 5.00 45.92 0.0011 - - - - - - H
IL CWI-1.8 PERENNIALSTREAM 1C PROPOSED CLASS 1 OUTLET PROTECTION-KEYED INTO EX.GROUND - - - - - - - - - - - - - - - - 45,00 473,34 0.0109 - - -
N CWI-1.7 WETLAND PROPOSED GRADING 603.85 0.0139
NCWI-1.7 WETLAND PROPOSED ROADWAY FILL 338.35 0.0078 d
21
CWI-1.7 WETLAND P R 0 POS ED RETAI N I N G WAL L I NSTALLATI 0 N - - 761.01 0.0175 - - - - - - - - - - - - - - - - - - m
M CWI-1.7 WETLAND4 P R 0 POS ED RETAI N I N G WALL I NSTALLATI 0 N - - 538.74 0.0124Lu
o CWI-1.8 WETLAND5A PROPOSED ROADWAY FILL 7,586.14 0.1742
Z-1.8 WETLAND5B PROPOSED ROADWAY FILL 2,153.91 0.0494
o
a -1.8 WETLAND 5C PROPOSED CLASS 1 OUTLET PROTECTION 304.10 0.0070 - - - - - - - - - - - - - - - - - - - - O z
3 CWI-1.8 WETLAND SO PROPOSED CLASS 1 OUTLET PROTECTION 446.11 0.0102 - - - - - - - - - - - - - - - - - - - - 0 Z
TOTAL 11,432.46 0.2625 1,299.75 0.0298 170.05 1,300.06 0.0298 60.00 432.24 0.0099 31.96 187.49 0.0043 67.35 638.58 0.0147 45.00 473.34 0.0109 39.78 79.56 0.0018 Q u z
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Contractor will follow the following construction DITCHED PERENNIAL STREAM IMPACT LEGEND:
DITCHED PERENNIAL STREAM IMPACT 1
sequence: PERMANENT DITCHED PERENNIAL STREAM-CYAN
\ I `� a� D� • Contractor shall notify the Brunswick County 0 PERMANENT DITCHED PERENNIAL STREAM-NO LOSS-PURPLE _ g
Planning Department 48-hours in advance of I I �\�/ 1 \ \� wry• � "'"'
_ start of work during a period of time with no a z
rain in the forecast. m E
\ \ SCALE 1 =50 a°
/ �xp 33�� / Prior to start of work,contractor shall have c 3
r / all materials and equipment on-site. For ,
HEADWALL 1A _ '� /� 9` utility crossings with casings,the carrier pipe Z
shall be installed within the casing pipe prior LEGEND 0 50 100 0 3 S o 0
to any open cut activities.
0 Contractor shall install a temporary coffer " J w
\ / DITCHED PERENNIAL STREAM 36 dam on the upstream side of the proposed DITCHED PERENNIAL STREAM ~ z
IMPACT 1A o
I / I crossing and pump water around the open PERENNIAL STREAM
PERMANENT FOR PROPOSED
— , \/ /' ROADWAY FILL 35 cut area to the downstream side. RELATIVELY PERMANENT WATERS
6'Hx1 O'W (68.22 LF/547.85 SF/0.0126 AC) • Contractor shall place the culvert or utility
REINFORCED 34 casing with carrier pipe at elevations shown ORDINARY HIGH-WATER
CONCRETE DUAL MARK(OHWM)FLAG
BOX CULVERT on the approved plans and backfill in o
I �x6 \\ \1 33 accordance with Brunswick County
.49 l ' specifications.
/ / / /,� = Iv \� • Contractor shall restore channel and
stabilize any disturbance within 24-hours of
DITCHED PERENNIAL STREAM
HEADWALL 1 B \ - \ start of work. ' Kn=what's below. M o 0
IMPACT 1B Contractor shall restore wetland areas with
PERMANENT FOR CLASS I Call before you dig. o
i temporary impact or permanent conversion ¢ 1. DATE
DITCHED PERENNIAL STREAM IMPACT 1 C \OUTLET PROTECTION to impact to pre-construction contours,and z 312012023
\ 20.00 LF/139.75 SF/0.0032 AC
PERMANENT-NO LOSS \\ \\ � ) plant an appropriate wetland or riparian DRAwN eY
/ FOR CLASS I OUTLET PROTECTION\\\I I \\\� — 1 �� seed mix. 331
KEYED INTO EX.GROUND`\�\\ \ \l l/ \ \ DESIGNED 81
30.00 LF/216.30 SF/0.0050 AC )1 \\ \\ \� 40 40 40 40 •• 331
40 40
CHECKED BY
805
• • SCALE
PROPOSED PROPOSED : ASSHOWN
PROPOSED GRADE GRADE
a GRADE 35 35 35 35
35 35
LU
a
N 68 LF @ 0.30%
LL
PROPOSED 6'Hx 0'W p
M 20'PERMANENTIMPACT
o DUAL BOX CUL ERT FOR CLASS 1 OU1"LET 30 30 30 I 30 O V7 a '
0 4n
30 PROTECTION ,30
0 30'PERMANENT-NO LOSS EXISTIN 1 I 0 a z
IMPACT FOR CLASS 1 n Q
GROUN EXISTING ad 0 0
OUTLET PROTECTION KEYED � a
d INTO EXISTING GROUND GROUND Q
EXISTING ----_____= LLJ ~ ~
o U
GROUND _____ 25____- 25 25 25 PROPO Z a-
- 25
y _ _ __ -- 5 6'Hx10'W DUAL
- BOX CULVERT PROPOSED O o
6'Hx10'W DUAL d U w ¢°
1'MIN.OF THE CULVERT DIAMETER BOX CULVERT = Z c
BELOW DITCH ELEVATION Df
FILL WITH EXCAV TED NATURAL BED 20 20 20 20 D .0J
20 MATERIAL 20 O Z
O
0 V) z 3
Ln o 0 0 50 w
wa
ao 0 o PROFILE SCALE aN — N
w �
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-0+50 0+00 1+00 -0+50 0+00 1+00 p.T x E a
-0+50 °+°° 1+00 2+00 HEADWALL 1A PROFILE HEADWALL 1 B PROFILE
DITCHED PERENNIAL STREAM 1 PROFILE HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' 47274
HORIZ SCALE: 1"=50' VERT SCALE: 1"=5' VERT SCALE: 1"=5' SHEET NO.
VERT SCALE: 1"=5' CWI-1.4 v E

DITCHED PERENNIAL STREAM IMPACT 2 35 35 DITCHED PERENNIAL STREAM IMPACT LEGEND:
SCALE 1"=50' 18•4" PROPOSED M
GRADE PROPOSED PERMANENT DITCHED PERENNIAL STREAM-CYAN w o
111111101111 6'Hx10'W DUAL 0 PERMANENT DITCHED PERENNIAL STREAM-NO LOSS-PURPLE F W Z .
° 5°' 100' BOX CULVERT o LL y E
LL m
\\\ \ a-; 3
\ \ \l I Td \M 20'PERMANENT IMPACT ° 3
\ \\I��\1\I 1C) �` HEADWALL 2A 30 3
\ FOR CLASS 1 OUTLET LEGEND
0 PROTECTION a �a
0.30/0 �3
22
M EXISTING DITCHED PERENNIAL STREAM
I (o M
0X GROUND,
\ I DITCHED PERENNIAL \ / ORDINARY HIGH-WATER ~ o
M STREAM IMPACT 2A l _ _ ___ _____ ---/// MARK(OHWM)FLAG W
\\ M PERMANENT FOR 00 25 ======= -======== 25 B,
6H'x10'W PROPOSED = —=_=-_____
REINFORCED ROADWAY FILL
CONCRETE DUAL ` (61.83 LF/475.10 SF/ 0
BOX CULVERT /' 0.0109 AC) 30'PERMANENT-NO LOSS 0
IMPACT FOR CLASS 1 OUTLET o
x 2 PROTECTION KEYED INTO w
-/� 0 3 EXISTING GROUND <
xg2 \M 00 20 _ 20 Know wharsbdom o 0
49 \ \ ¢ 1' MIN. OF THE CULVERT DIAMETER Callbefomymdig. Di
�33 M�oo �, •\ Z °BELOW DITCH ELEVATION 11DATE
32 Ox HEADWALL 2B ° 50 C) 312012023
FILL WITH EXCAVATED NATURAL BED
\ MATERIAL DITCHED PROFILE SCALE DRAWN BY
\ \ \ \I I PERENNIAL 331
DITCHED PERENNIAL \ I\ \� 3L —STREAM IMPACT 2B DESIGNED BY
STREAM IMPACT 2C PERMANENT FOR 15 15 331
I \ \ \ CLASS IOUTLET
228 PERMANENT-NO LOSS PROTECTION
• CHECKED BY
FOR CLASS I OUTLET I I \\\\\\ ,� (20.00 LF/137.36 SF/
PROTECTION 0.0032 AC) • sos
(30.00 LF/215.94 SF/ c7\\\\�� `�'� 35 35 � •
O O O O O O SCALE
0.0050 AC) \VJ I O O O
PROPOSED 0 AS SHOWN
35 35 N N N N N N GRADE
a PROPOSED
GRADE 0+00 1+00 2+00 FIR
DITCHED PERENNIAL STREAM IMPACT 2 PROFILE 30FIR 30 w
G HORIZ SCALE: 1"=50' PROPOSED
N 30 30 U_
VERT SCALE: 1"=5' 6'x1o'DUAL
o BOX CULVERT 1 GROUND V) a N O
EXISTING a z a
GROUND I\ Contractor will follow the following construction sequence: 5 25 25 0 a
IL Contractor shall notify the Brunswick County Planning Q < N
3 25 ALLI 25 Department 48-hours in advance of start of work during a LU
period of time with no rain in the forecast. Q
z
PROPOSED . Prior to start of work,contractor shall have all materials and a
6'x10'DUAL BOX z
equipment on-site. For utility crossings with casings, the carrier 0 3
m CULVERT pipe shall be installed within the casing pipe prior to any open 0 20 20 0 °
cut activities. 0 50 LL w °N
20 20 Contractor shall install a temporary coffer dam on the upstream PROFILE SCALE _
5 side of the proposed crossing and pump water around the open °p aoZ m � E
E cut area to the downstream side. `N co 0 Q
O 0 Contractor shall place the culvert or utility casing with carrier
cVj M pipe at elevations shown on the approved plans and backfill in w
co accordance with Brunswick County specifications. -0+50 0+00 1+00 LU r
w Contractor shall restore channel and stabilize any disturbance a 3
° within 24-"ours of start of work. HEADWALL 2 B PROFILE w
-0+50 0+00 1+00 0 50 Contractor shall restore wetland areas with temporary impact v r
0
o PROFILE SCALE or permanent conversion to impact to pre-construction HORIZ SCALE: 1"=50' v
.E
HEADWALL 2A PROFILE contours, and plant an appropriate wetland or riparian seed VERT SCALE: 1"=5' o E
HORIZ SCALE: 1"=50' mix.
n VERT SCALE: 1"=5' JOB NO
N
r
47274
M
SHEET NO. _
M
CWI 1.5
F E

DITCHED PERENNIAL STREAM IMPACT 3 RELATIVELY PERMANENT WATERS IMPACT 1
E
ED
W
DITCHED PERENNIAL STREAM AND RPW IMPACT LEGEND: LL E
z� �
a o - 3:
Ng, / 30'SANITARY �\ RELATIVELY PERMANENT TEMPORARY DITCHED PERENNIAL STREAM -PINK
\ \ EASEMENT WATERS IMPACT 1 / \\ -E a\\\
\ m\ \ \\ \ TEMPORARY FOR SANITARY ,\\ a z
---------._ TEMPORARY RELATIVELY PERMANENT WATERS-RED o 3 0
AND FORCEMAIN PIPE \ i�
INSTALLATION \ / / ` w U
\ \ \\ \\ DITCHED PERENNIAL STREAM (39.78 LF/79.56 SF/0.0018 AC) \ I\ a~ o
\ \ \ \ LEGEND z
TEMPORARY FOR SANITARY \j�\ 30'SANITARY
AND FORCEMAIN PIPE , EASEMENT \\ �\I /
> \ \ INSTALLATION
I \ \\\(31.96 LF/187.49 SF/0.0043 AC) \ / \N `\ _ / \1\ DITCHED PERENNIAL STREAM
yC W /W
� \ \\ / / \ I RELATIVELY PERMANENT WATERS� �\1I ; 10
21 Il\ \\li \jr \I/ /
\
° \li` / , / ` I 1 ( OBI ` \ �, ► \ \ o
°°\L °°\� \ `0 \ \ \ WETLANDS w
0
a
SCALE 1"=50'
SCALE 1"=50'
DATE
0 3/20/2023
0 50' 100' OEM DO
N DRAWN BY
0 50' 100, Q 331
Z
DESIGNED BY
25 25 •0 331
Contractor will follow the following construction • CHECKED BY
25 25 sequence: so 805
Contractor shall notify the Brunswick Count 0 SCALE
EXISTING • fY Y AS SHOWN
GROUND — Planning Department 48-hours in advance of start •
20 2d of work during a period of time with no rain in the
-� forecast. w
/ EXISTING 0 Prior to start of work, contractor shall have all U_
20 GROUND 20 materials and equipment on-site. For utility
42" crossings with casings, the carrier pipe shall be 06
PROPOSED 6" 1 installed within the casing pipe prior to any open a
C900 DR18 PVC 15 15 cut activities. a 3
PROPOSED 6" DR-18
FORCEMAIN 36" Contractor shall install a temporary coffer dam on0 E
C900 PVC FORCEMAINthe upstream side of the proposed crossing and O a a
5 15 15 pump water around the open cut area to the 0 0
Z s 8" PVC downstream side. Q a
@ 0.40% Contractor shall place the culvert or utility casing W
7 10 Of
330 LF 10 with carrier pipe at elevations shown on the
5
approved plans and backfill in accordance with
@ 0.40% =) Q 3
10 10 Brunswick County specifications. o
p Contractor shall restore channel and stabilize any a o
0 50 disturbance within 24-hours of start of work. = N aUj
d o
PROFILE SCALE A o Contractor shall restore wetland areas with Z
° 5 5 tV �r cV m U) E v
E 0 N N cy temporary impact or permanent conversion to 0 J a
0 50 impact to pre-construction contours, and plant an
PROFILE SCALE appropriate wetland or riparian seed mix. 0 w
72
w 0+00 1+00 a r t
Q 63
RPW IMPACT 1 PROFILEUj
U
HORIZ SCALE: 1"=50' ~ v
0 0+00 0+75 v o
N VERT SCALE: 1„=5
DITCHED PERENNIAL STREAM IMPACT 3 PROFILE
HORIZ SCALE: 1"=50' Know what's below. JOB ND. _
VERT SCALE: 1"=5' Call before you aiy 47274 _
M
SHEET NO. _
M
CWI 1.6

0
m E
S U
WETLAND IMPACT 1 WETLAND IMPACT 2 ~ "Q 11E
W Z
cI E
�LLEE
�LL
' N/ \1/ \b� WETLAND IMPACT LEGEND: c- 3 1 i PERMANENT WETLANDS-LIGHT GREEN 3
/ / / /\ TEMPORARY WETLANDS-YELLOW C,3 o 0
32� / \) �L \ CS w
WETLANDS IMPACT 1 WETLANDS IMPACT 2 \L\
PERMANENTFOR �� PERMANENTFOR
PROPOSED GRADING ��-� PROPOSED ROADWAY FILL LEGEND
(603.85 SF/0.0139 AC) \ _ (33`835 SFY0.0078 AC) W o
42 PROPERTY LINE
33 — --= DITCHED PERENNIAL STREAM
PERENNIAL STREAM
—————— - RELATIVELY PERMANENT WATERS
�L �L WETLANDS
a �
SCALE 1"=50' SCALE 1"=50' o
M ? DATE
312012023
0 50' 100' 0 50' 100' °
Q DRAWN EY
Z
331
• DESIGNED BY
Contractor will follow the following construction 331
sequence: CHECKED BY
• Contractor shall notify the Brunswick County 805
SCALE
Planning Department 48-hours in advance of start • AS SHOWN
WETLAND IMPACT 3 WETLAND I M PACT 4 of work during a period of time with no rain in the •
forecast.
85 \ \ ti `1', /`1' `1' `1' . Prior to start of work, contractor shall have all
CO — l �, // 1 materials and equipment on-site. For utility
crossings with casings, the carrier pipe shall be -
`1' / `1/ `V `1'� / / installed within the casing pipe prior to any open
IL
cut activities.
94 v /\ WETLANDS IMPACT 3 I\ i Ad/. , • Contractor shall install a temporary coffer dam on 3
TEMPORARY FOR * � � \4/
RETAINING WALL / I, /`/', I '' I, �`I' '' the upstream side of the proposed crossing and O z
M \ • /
o J' I"f INSTALLATION ( WETLANDS IMPACT 4 pump water around the open cut area to the z
�� �� 'd/i J `L `L(761.01 SF/0.0175 AC) / �� downstream side. 0 J a
// / I TEMPORARY FOR / - o
/. * � �s / RETAINING WALL / / Contractor shall place the culvert or utility casing Q U< p 3
\V `/ /7"� \ o w / INSTALLATION with carrier pipe at elevations shown on the w
538.74 SF/0.0124 AC 4/ \l/
( ) / approved plans and backfill in accordance with U')
S Ilk Brunswick Ll/ mil/ �\1/ �l/ �h � /\L/ \lam elf � o
/i — / Brunswick Count specifications.
2 / � ,.�/\1/ / )<1/ _ YU
/ // / \ / / / \ Contractor shall restore channel and stabilize any (� o Q
iry .//�� disturbance within 24-hours o start o work. r/ U o
% f f d � a N
p / �i /� • I Contractor shall restore wetland areas with 2 o ➢_
/� �� temporary impact or permanent conversion to Z Ofa E
impact to pre-construction contours, and plant an w a
SCALE 1"=50' SCALE 1"=50' appropriate wetland or riparian seed mix. O °3
L 0 50' 160' 0 50' 160'
x
W o3
N
L
UI
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.� j 9a
Know what's below.
Cal before you dig. 430B NO
7274
M
SHEET NO. _
M
CWI 1.7

PERENNIAL STREAM IMPACT 1 AND WETLAND IMPACT 5 35 35
SCALE 1"=50' w o
PROPOSED I
H V 1i
14" GRADE a W Z o
c E
o LL o E
0 50' 100, <LL 9
7'Hx10'W REINFORCED / HEADWALL 3A 62 LF @ 0.30% ° 3
\ " � — — ice\ U CONCRETE BOX CULVERT \ 30 30 Z z .71
— _ �— — 28, PERENNIAL STREAM IMPACT 1A f
z w a a z
� � —
26 PERMANENT FOR PROPOSED EXISTING o 3 8.1
ROADWAY FILL I
PROPOSED GROUND w J
— 1 _ (62.35 LF/592.66 SF/0.0136 AC) THx10'W BOX s PERMANENT IMPACT o
28 p �� CULVERT FOR CLASS 1 OUTLET o
30 PROTECTION
FM-*
�31 FM — � � ~ � 25 25
FM _ Co
°o
\ / \ Z
— — 10
I ( 1.
30 0
w
--27
20 45'PERMANENT-NO LOSS 20 a o
30 31 5 IMPACT FOR CLASS 1 OUTLET °
`I, 28-29`- PROTECTION KEYED INTO >
WETLANDS IMPACT 5A \li \li W EXISTING GROUND I DATE
PERMANENT FOR \1/ \ji HEADWALL 3B p\� r WETLANDS IMPACT 5B C) 312012023
PROPOSED ROADWAY FILL I x 1 \ PERMANENT FOR PROPOSED 'MIN.OF THE CULVERT DIAMETER BELO N DITCH
WETLANDS IMPACT 5C � ROADWAY FILL = ELEVATION FILL WITH EXCAVATED NATURAL BED MATERIAL -AWN 331N BY
(7,586.14 SF/0.1742 AC) PERMANENT FOR� \L \jip \j� i (2,153.91 SF/0.0494 AC)
DESIGNED BY
\ I1 W W PROPOSED CLASS I
\1/ \1/ / PERENNIAL STREAM IMPACT 1B 15 15 � 331
( OUTLET PROTECTION PERMANENT FOR HEADWALL INSTALLATION 0 •
\1/ • CHECKED BY
(304^10 SF/0;0070 AC) `I f AND CLASS I OUTLET PROTECTION Q 50 • aos
� \ \(5.00 LF/45.92 SF/0.0011 AC)
PERENNIAL STREAM IMPACT 1C \li `1PROFILE SCALE N
SCALE
, O O O
PERMANENT-NO LOSS / ) \ WETLANDS IMPACT 5D f� rj 04 rj • AS SHOWN
FOR CLASS I OUTLET �/ /R� PERMANENT FOR CLASS I N N N •
I PROTECTION i •
l ) \1/ \I/ \1/ \l/ \ly�� \li \1/ OUTLET PROTECTION • LU
(45.00 LF/473.34 SF/0.0109 AC) (446.11 SF/0.0102 AC)
35 35 5 LL
-0+50 0+00 1+00 1+50 �
PROPOSED PROPOSED PERENNIAL STREAM IMPACT 1 PROFILE
co GRADE GRADE HORIZ SCALE: 1"=50' D Q
M VERT SCALE: 1"=5' a
N V O / Ln v
30 30 30 16.3" 30 Contractor will follow the following construction sequence:
M • Contractor shall notify the Brunswick County Planning Department 48-hours in advance of start > U a
of work during a period of time with no rain in the forecast. z a
s Prior to start of work,contractor shall have all materials and equipment on-site. For utility Q Q
crossings with casings, the carrier pipe shall be installed within the casing pipe prior to any LU z
EXISTING open cut activities. o Q
GROUND 5 Contractor shall install a temporary coffer dam on the upstream side of the proposed crossing Z
U 25 25 25 25 and pump water around the open cut area to the downstream side. LU 3
i
Contractor shall place the culvert or utility casing with carrier pipe at elevations shown on the
CZ
PROPOSED PROPOSE v approved plans and backfill in accordance with Brunswick County specifications. d o
EXISTING 7'Hx10'W BOX 7'Hx10'W BOX • Contractor shall restore channel and stabilize any disturbance within 24-hours of start of work. _ v=
CULVERT CULVERT GROUND z U
• Contractor shall restore wetland areas with temporary impact or permanent conversion to � � Q a�
m E
0 5 impact to pre-construction contours,and plant an appropriate wetland or riparian seed mix. O a
20 20 0 50 20 20 WETLAND&PERENNIAL STREAM IMPACT LEGEND: ~ D 0° PROFILE SCALE < "3
®PERMANENT WETLANDS-LIGHT GREEN w
x PERMANENT PERENNIAL STREAM -ORANGE U
N PERMANENT PERENNIAL STREAM -NO LOSS-DARK GREEN
Q
0
LEGEND z
Q z
-0+50 0+00 1+00 -0+50 Q+QQ 1+00 0 50 ■ ■ PROPERTY LINE Lu
PROFILE SCALE — PERENNIAL STREAM w o
HEADWALL 3A PROFILE HEADWALL 3B PROFILE WETLANDS Knowwhat�SbelOW. a
N Call before you dig. 4';z;4 a=
HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' ORDINARY HIGH-WATER
Q N.
MARK(OHWM)FLAG S I_J..
M VERT SCALE: 1"=5' VERT SCALE: 1"=5' cwz 1.8 v
66. E

O
Table 6.1 Oa Temporary Seeding Specifications for Summer Table 6.1 Oa Temporary Seeding Specifications for Fall = OM
Table 6.10a P rY 9 P H- Z
Temporary Seeding Specifications Seeding Mixture Spades Rate(lb/acre) o LL y C,
for Winter and Early Spring Seeding Mixture Spades Rate(lb/acre)
Rye Grain 30 a o
German Millet 15 w z E 3
a O 3 3
Seeding Mixture Spades Rate(lb/acre) In the Piedmont and Mountains,asmall-stemmed sundangrass may �
Rye Grain 30 In the Piedmont and Mountains,
be substituted at a rate of 501b/acre. be substituted at a rate of 50lb/acre. 3 i
Seeding Dates Seeding Dates Seeding Dates o 3C,o 0
Mountains 15-Aug to 15-Dec = U
Mountains>2500 ft. 15-Feb to 15-May y to 15-Au g Coastal Plain and 15-Aug to 30-Dec ~ o N
Mountains 15-Ma
<2500 ft. 1-Feb to 1-May Piedmont 1-May to 15-Aug Piedmont z
Piedmont 1-Jan to 1-May Coastal Plain 15-Apr to 15-Aug o
Coastal Plain 1-Dec to 15-Apr Soil Amendments w
Soil Amendments Follow recommendations of soil tests or apply 2 ton/acre ground
Soil Amendments Follow recommendations of soil tests or apply 2 ton/acre ground agricultural limestone and 750 lb/acre 10-10-10 fertilizer
Follow recommendations of soil tests or apply 2 ton/acre ground agricultural limestone and 750 lb/acre 10-10-10 fertilizer Mulch o
agricultural limestone and 750 lb/acre 10-10-10 fertilizer Apply 4,000 lb/acre straw.Anchor straw by tacking with asphalt, 61
Mulch Mulch netting or a mulch anchoring tool.Use 400 gallons of tack per acre
Apply 4,000 lb/acre straw.Anchor straw by tacking with asphalt, or straw covered with pinned netting.
o Apply 4,000 lb/acre straw.Anchor straw by tacking with asphalt, netting or a mulch anchoring tool.Use 400 gallons of tack per acre P g
netting or a mulch anchoring tool.Use 400 gallons of tack per acre or straw covered with pinned netting. Maintenance >
or straw covered with pinned netting. Repair and refertilize damaged areas immediately.Topdress with
Maintenance o
Maintenance Refertilize if growth is not fully adequate.Reseed,refertilize and 50lb/acre of nitrogen in March.If it is necessary to extent
Refertilize if growth is not fully adequate.Reseed,refertilize and mulch immediately following erosion or damage. temporary cover beyond June 15,overseed with 50lb/acre Kobe DATE
mulch immediately following erosion or damage. (Piedmont and Coastal Plain) 0 3/20/2023
late February or early March
DRAWN BY
331
PERMANENT SEED MIX ERNST CONSERVATION SEEDS NC COASTAL PLAIN FACW MIX OR APPROVED EQUAL BY DESIGNED BY
DESIGNER APPLICATION RATE 20 LBS/AC.TO BE PLANTED IN ALL DISTURBED WETLAND AND RIPARIAN AREAS. 331
PLASTIC NETTING SHOULD NOT BE USED WITHIN WETLANDS OR STREAMS. • CHECKED BY
805
• • SCALE
TEMPORARY SEEDING SPECIFICATIONS • ASSHOWN
•
SCALE:NOT TO SCALE
•
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POSITIVE DRAINAGE FROM SEDIMENT DISCHARGE HOSES Herb
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d P . I .` Nodding sedge Silky Dogwood Q <
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' rass
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INTAKE NOTE: ,y�'�� V o .
FLOWS- SEDIMENT HOSE CLEAN WATER SUMP HOLE FOR POOL SEE PLnNTING SCHEDULE F 1 Y 01
BTAOOERSTAIING FOR SPECIES TO BE SEED SURFACE �' TBBO COI,
_ IAPA,oc uNDE,NArT \\ II—III- V Z a&
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q assuO scwssiu ei \`r� III— • • Z LU ��
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WORK AREA LENGTH NOT TO EXCEED THAT ITIpuL LENcin eeonu APaaov�p Bquui c' '> PIMP rd I— E
o. r WHICH CAN BE COMPLETED IN ONE DAY 1 a-AwvEGROUND. ram_ O
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� TEMPORARY PUMP AROUND SEQUENCE
y NATrvE BACKFaL //}
1.SET UP PUMP WITH SUCTION AND DISCHARGE HOSE. ( TRIM BRANCHES nose ORTOPsaL / �0 E
2.INSTALL UP-STREAM SANDBAG DAM. HIGH a MIL m
a 3.INSTALL DOWN-STREAM SANDBAG DAM. saL UFr 'QUICK DISCONNECT POLYETHYLENE FILM
I a eo°oo'0000'oo'o aePe°oe:a 'COUPLINGS(ttP.) _5
X 4.THE PUMP MUST RUN CONTINUOUSLY WHILE WORKING IN THE STREAM. ) I -P DwLeTeR o�, _ _ � v a
e0000aaoo
0J 5.STREAMBANKS MUST BE STABILIZED AT THE END OF EACH DAY. SACK". —I�—�I�uNDISTUReeD 1. PIPE AND FITTINGS TO BE SIZED ACCORDINGLY.
MAKE ANGLEDCUTAT _-I - -III-' a"OR 6"PIPING 2. PUCE PALLETS AND POLYETHYLENE FILM IN STREAM
BED a
NOTES: Sun{ND( 4u1. EARTH DOWNSTREAM OF CONSTRUCTION ACTIVITY.
G) 3. TEMPORARILY ANCHOR PALLETS AND POLYETHYLENE FlLM
L 1.SANDBAG DIKES SHALL BE SITUATED AT THE UPSTREAM AND DOWNSTREAM ENDS OF THE WORK AREA,AND STREAM FLOW WITH RIP RAP. _
SHALL BE PUMPED AROUND THE WORK AREA.THE PUMP SHOULD DISCHARGE ONTO A STABLE VELOCITY DISSIPATER
FROM 4. SLOW DISCHARGE TO 2 FPS THROUGH EACH PIPE. c
(� PUMP S. ADD POLYETHYLENE FILM OVER OR UNDER PALLETS. x
CONSTRUCTED OF RIPRAP OR SANDBAGS. B. FOOTPRINT
BENDS CAN LL TURNED OUTWARD ADDITIONAL
WITH A LARGER e 2
5 FOOTPRIM OF PALLETS FOR PDDI110NAL ENERGY
2.WATER FROM THE WORK AREA SHALL BE PUMPED TO A SEDIMENT FILTERING MEASURE SUCH AS A SEDIMENT BAG OR OTHER LIVE STAKING(MULTIPLE ROW) DISSIPATION.
APPROVED DEVICE.THE MEASURE SHALL BE LOCATED SUCH THAT THE WATER DRAINS BACK INTO THE CHANNEL BELOW THE SPACING DETAIL FOR MAJOR REINFORCED SOIL LIFT DETAIL FOR T. REMOVE COMLPETELY PRIOR TO RETURNING FLOW TO �1
N DOWNSTREAM SANDBAG DIKE WITHOUT CAUSING FURTHER EROSION BETWEEN THE SEDIMENT FILTER BAG AND THE STREAMBANK. STREAM BANK RESTORATIONS MAJOR STREAM BANK RESTORATIONS STREAM.
E NDT TD SCALE NOT TO SCNE -;,a2.
EMPORARY
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YPASS
'- T DISCHARGESENERGYBD SSIPATOR P 'F
TEMPORARY PUMP AROUND —JOB N0 =-
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6

Appendix D

LOWER CAPE FEAR UMBRELLA MITIGATION BANK
STATEMENT OF CREDIT AVAILIBILITY
March 23, 2023
TO: PulteGroup FROM: Lower Cape Fear Umbrella Mitigation Bank
c/o Kate Hefner c/o Davey Resource Group Inc
Timmons Group, Inc. 3805 Wrightsville Avenue,Suite 15
5410 Trinity Rd.,Suite 102 Wilmington, NC 28403
Raleigh, NC 27607
Project: Southport Meadows—Brunswick County, NC
Dear Ms. Hefner:
Pursuant to the recent credit request submitted on your behalf, the Lower Cape Fear Umbrella Mitigation
Bank (LCFUMB) is providing confirmation of acceptance to supply mitigation credits for proposed stream and
riparian non-riverine wetland impacts associated with Southport Meadows (Brunswick County, NC). This
acceptance is conditional upon receipt of payment as outlined below. Please refer to the table below
depicting the type and quantity of credits requested and reserved for your project.
FMitigation Type F Credits Reserved [ Fee Per Unit T_ Fee
Stream 579 F $646.12 F $374,103.48
Non-Riparian Wetland _F 0.0 F $70,939.17 F $0.00
Riparian (Non-Riverine) $70,939.17
0.52 $36,888.37
Wetland
Total Fee $410,991.85
Based upon receipt of email transmitted on March 23, 2023, LCFUMB will reserve 579 stream credits and
0.52 riparian non-riverine wetland credits for a period of up to 90 days from the date of this letter. Note that
requests to reserve credits beyond 90 days will require a deposit. Please contact us if you need a reservation
to extend beyond the 90-day period.
Upon request for receipt of credit transfer, LCFUMB will issue an invoice in the amount of $410,991.85.
Upon receipt of payment, LCFUMB will provide an executed Transfer of Credit Certificate. Note that all
payments must be made with certified funds. It is the applicant's responsibility to ensure that the credit
types and amounts requested are consistent with the compensatory mitigation requirements of the permit(s)
issued. LCFUMB and/or its agents are not responsible for determining the applicant's mitigation
requirements. If you have any questions or need additional information, please contact me by phone at
[phone] or by email at [e-mail]
Sincerely,
Davey Resource Group Inc. (agent for LCFUMB)
C�LIl /G� ray Ill
0
Christian Preziosi
Principal Consultant

Appendix E

taEH�CF Ty 17
Q PP F.yT riwAV4M ru'i r•
a United States Department of the Interior 4' ',
!, FISH AND WILDLIFE SERVICE
=RCH 3 �s Raleigh Ecological Services Field Office
Post Office Box 33726
Raleigh,NC 27636-3726
Phone: [phone] Fax: [phone]
In Reply Refer To: March 23, 2023
Project Code: 2023-0059591
Project Name: Southport Meadows
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 enclosed species list 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.). If your project area
contains suitable habitat for any of the federally-listed species on this species list, the proposed
action has the potential to adversely affect those species. If suitable habitat is present, surveys
should be conducted to determine the species'presence or absence within the project area. The
use of this species list and/or North Carolina Natural Heritage program data should not be
substituted for actual field surveys.
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.
The purpose of the Act is to provide a means whereby threatened and endangered species and the
ecosystems upon which they depend may be conserved. Under sections 7(a)(1) and 7(a)(2) of the
Act and its implementing regulations (50 CFR 402 et seq.), Federal agencies are required to
utilize their authorities to carry out programs for the conservation of threatened and endangered

03/23/2023 2
species and to determine whether projects may affect threatened and endangered species and/or
designated critical habitat.
A Biological Assessment is required for construction projects (or other undertakings having
similar physical impacts)that are major Federal actions significantly affecting the quality of the
human environment as defined in the National Environmental Policy Act(42 U.S.C. 4332(2)
(c)). For projects other than major construction activities, the Service suggests that a biological
evaluation similar to a Biological Assessment be prepared to determine whether the project may
affect listed or proposed species and/or designated or proposed critical habitat. Recommended
contents of a Biological Assessment are described at 50 CFR 402.12.
If a Federal agency determines, based on the Biological Assessment or biological evaluation, that
listed species and/or designated critical habitat may be affected by the proposed project, the
agency is required to consult with the Service pursuant to 50 CFR 402. In addition, the Service
recommends that candidate species, proposed species and proposed critical habitat be addressed
within the consultation. More information on the regulations and procedures for section 7
consultation, including the role of permit or license applicants, can be found in the "Endangered
Species Consultation Handbook" at:
http://www.fws.gov/endangered/esa-library/pdf/TOC-GLOS.PDF
Migratory Birds: In addition to responsibilities to protect threatened and endangered species
under the Endangered Species Act(ESA), there are additional responsibilities under the
Migratory Bird Treaty Act(MBTA) and the Bald and Golden Eagle Protection Act(BGEPA)to
protect native birds from project-related impacts.Any activity, intentional or unintentional,
resulting in take of migratory birds, including eagles, is prohibited unless otherwise permitted by
the U.S. Fish and Wildlife Service (50 C.F.R. Sec. 10.12 and 16 U.S.C. Sec. 668(a)). For more
information regarding these Acts see https://www.fws.gov/birds/policies-and-regulations.php.
The MBTA has no provision for allowing take of migratory birds that may be unintentionally
killed or injured by otherwise lawful activities. It is the responsibility of the project proponent to
comply with these Acts by identifying potential impacts to migratory birds and eagles within
applicable NEPA documents (when there is a federal nexus) or a Bird/Eagle Conservation Plan
(when there is no federal nexus). Proponents should implement conservation measures to avoid
or minimize the production of project-related stressors or minimize the exposure of birds and
their resources to the project-related stressors. For more information on avian stressors and
recommended conservation measures see https://www.fws.gov/birds/bird-enthusiasts/threats-to-
birds.php.
In addition to MBTA and BGEPA, Executive Order 13186: Responsibilities of Federal Agencies
to Protect Migratory Birds, obligates all Federal agencies that engage in or authorize activities
that might affect migratory birds, to minimize those effects and encourage conservation measures
that will improve bird populations. Executive Order 13186 provides for the protection of both
migratory birds and migratory bird habitat. For information regarding the implementation of
Executive Order 13186, please visit https://www.fws.govibirds/policies-and-regulations/
executive-orders/e0-13186.php.

03/23/2023 3
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 Code in the header of
this letter with any request for consultation or correspondence about your project that you submit
to our office.
Attachment(s):
■ Official Species List
• Migratory Birds

03/23/2023 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]

03/23/2023 2
PROJECT SUMMARY
Project Code: 2023-0059591
Project Name: Southport Meadows
Project Type: Residential Construction
Project Description: This proposed project is for a residential development in Southport, NC.
Project Location:
The approximate location of the project can be viewed in Google Maps: https://
www.google.com/maps/(a)33.9623282,-78.0390012228188,14z
Q
Counties: Brunswick County, North Carolina

03/23/2023 3
ENDANGERED SPECIES ACT SPECIES
There is a total of 15 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.
MAMMALS
NAME STATUS
Northern Long-eared Bat Myotis septentrionalis Threatened
No critical habitat has been designated for this species.
Species profile:https://ecos.fws.gov/ecp/species/9045
Tricolored Bat Perimyotis sub flavus Proposed
No critical habitat has been designated for this species. Endangered
Species profile:https:Hecos.fws.gov/ecp/species/10515
BIRDS
NAME STATUS
Piping Plover Charadrius melodus Threatened
Population: [Atlantic Coast and Northern Great Plains populations]-Wherever found,except
those areas where listed as endangered.
There is final critical habitat for this species.Your location does not overlap the critical habitat.
Species profile:https:Hecos.fws.gov/ecp/species/6039
Red Knot Calidris canutus rufa Threatened
There is proposed critical habitat for this species.
Species profile:https:Hecos.fws.gov/ecp/species/1864
Red-cockaded Woodpecker Picoides borealis Endangered
No critical habitat has been designated for this species.
Species profile:httpss:Hecos.fws.gov/ecp/species/7614

03/23/2023 4
REPTILES
NAME STATUS
American Alligator Alligator mississippiensis Similarity of
No critical habitat has been designated for this species. Appearance
Species profile:https:Hecos.fws.gov/ecp/species/776 (Threatened)
Green Sea Turtle Chelonia mydas Threatened
Population:North Atlantic DPS
There is final critical habitat for this species.Your location does not overlap the critical habitat.
Species profile:https:Hecos.fws.gov/ecp/species/6199
Kemp's Ridley Sea Turtle Lepidochelys kempii Endangered
There is proposed critical habitat for this species.
Species profile:https:Hecos.fws.gov/ecp/species/5523
Leatherback Sea Turtle Dermochelys coriacea Endangered
There is final critical habitat for this species.Your location does not overlap the critical habitat.
Species profile:https:Hecos.fws.gov/ecp/species/1493
Loggerhead Sea Turtle Caretta caretta Threatened
Population:Northwest Atlantic Ocean DPS
There is final critical habitat for this species.Your location does not overlap the critical habitat.
Species profile:https:Hecos.fws.gov/ecp/species/1110
SNAILS
NAME STATUS
Magnificent Ramshorn Planorbella magni fica Proposed
There is proposed critical habitat for this species.Your location does not overlap the critical Endangered
habitat.
Species profile:https:Hecos.fws.gov/ecp/species/6216
INSECTS
NAME STATUS
Monarch Butterfly Danaus plexippus Candidate
No critical habitat has been designated for this species.
Species profile:https:Hecos.fws.gov/ecp/species/9743

03/23/2023 5
FLOWERING PLANTS
NAME STATUS
Cooley's Meadowrue Thalictrum cooleyi Endangered
No critical habitat has been designated for this species.
Species profile:https:Hecos.fws.gov/ecp/species/3281
Rough-leaved Loosestrife Lysimachia asperulae folio Endangered
No critical habitat has been designated for this species.
Species profile:https:Hecos.fws.gov/ecp/species/2747
Seabeach Amaranth Amaranthus pumilus Threatened
No critical habitat has been designated for this species.
Species profile:https:Hecos.fws.gov/ecp/species/8549
CRITICAL HABITATS
THERE ARE NO CRITICAL HABITATS WITHIN YOUR PROJECT AREA UNDER THIS OFFICE'S
JURISDICTION.

03/23/2023
MIGRATORY BIRDS
Certain birds are protected under the Migratory Bird Treaty Act!and the Bald and Golden Eagle
Protection Act2.
Any person or organization who plans or conducts activities that may result in impacts to
migratory birds, eagles, and their habitats should follow appropriate regulations and consider
implementing appropriate conservation measures, as described below.
1. The Migratory Birds Treaty Act of 1918.
2. The Bald and Golden Eagle Protection Act of 1940.
3. 50 C.F.R. Sec. 10.12 and 16 U.S.C. Sec. 668(a)
The birds listed below are birds of particular concern either because they occur on the
USFWS Birds of Conservation Concern (BCC) list or warrant special attention in your
project location.To learn more about the levels of concern for birds on your list and how this
list is generated, see the FAQ below. This is not a list of every bird you may find in this location,
nor a guarantee that every bird on this list will be found in your project area. To see exact
locations of where birders and the general public have sighted birds in and around your project
area, visit the E-bird data mapping tool (Tip: enter your location, desired date range and a species
on your list). For projects that occur off the Atlantic Coast, additional maps and models detailing
the relative occurrence and abundance of bird species on your list are available. Links to
additional information about Atlantic Coast birds, and other important information about your
migratory bird list, including how to properly interpret and use your migratory bird report, can be
found below.
For guidance on when to schedule activities or implement avoidance and minimization measures
to reduce impacts to migratory birds on your list, click on the PROBABILITY OF PRESENCE
SUMMARY at the top of your list to see when these birds are most likely to be present and
breeding in your project area.
BREEDING
NAME SEASON
Bachman's Sparrow Aimophila aestivalis Breeds May 1 to
This is a Bird of Conservation Concern(BCC)throughout its range in the continental USA Sep 30
and Alaska.
htWs:Hecos.fws.gov/ecl2/species/6177
Bald Eagle Haliaeetus leucocephalus Breeds Sep 1 to
This is not a Bird of Conservation Concern(BCC)in this area,but warrants attention Jul 31
because of the Eagle Act or for potential susceptibilities in offshore areas from certain types
of development or activities.

03/23/2023 2
BREEDING
NAME SEASON
Brown-headed Nuthatch Sitta pusilla Breeds Mar 1 to
This is a Bird of Conservation Concern(BCC)only in particular Bird Conservation Regions Jul 15
(BCRs)in the continental USA
Kentucky Warbler Oporornis formosus Breeds Apr 20
This is a Bird of Conservation Concern(BCC)throughout its range in the continental USA to Aug 20
and Alaska.
Lesser Yellowlegs Tringa flavipes Breeds
This is a Bird of Conservation Concern(BCC)throughout its range in the continental USA elsewhere
and Alaska.
htWs:Hecos.fws.gov/ecp/species/9679
Painted Bunting Passerina ciris Breeds Apr 25
This is a Bird of Conservation Concern(BCC)only in particular Bird Conservation Regions to Aug 15
(BCRs)in the continental USA
Prairie Warbler Dendroica discolor Breeds May 1 to
This is a Bird of Conservation Concern(BCC)throughout its range in the continental USA Jul 31
and Alaska.
Prothonotary Warbler Protonotaria citrea Breeds Apr 1 to
This is a Bird of Conservation Concern(BCC)throughout its range in the continental USA Jul 31
and Alaska.
Red-headed Woodpecker Melanerpes erythrocephalus Breeds May 10
This is a Bird of Conservation Concern(BCC)throughout its range in the continental USA to Sep 10
and Alaska.
Rusty Blackbird Euphagus carolinus Breeds
This is a Bird of Conservation Concern(BCC)only in particular Bird Conservation Regions elsewhere
(BCRs)in the continental USA
PROBABILITY OF PRESENCE SUMMARY
The graphs below provide our best understanding of when birds of concern are most likely to be
present in your project area. This information can be used to tailor and schedule your project
activities to avoid or minimize impacts to birds. Please make sure you read and understand the
FAQ "Proper Interpretation and Use of Your Migratory Bird Report" before using or attempting
to interpret this report.
Probability of Presence (■)
Each green bar represents the bird's relative probability of presence in the 10km grid cell(s) your
project overlaps during a particular week of the year. (A year is represented as 12 4-week
months.)A taller bar indicates a higher probability of species presence. The survey effort(see
below) can be used to establish a level of confidence in the presence score. One can have higher
confidence in the presence score if the corresponding survey effort is also high.

03/23/2023 3
How is the probability of presence score calculated?The calculation is done in three steps:
1. The probability of presence for each week is calculated as the number of survey events in
the week where the species was detected divided by the total number of survey events for
that week. For example, if in week 12 there were 20 survey events and the Spotted Towhee
was found in 5 of them, the probability of presence of the Spotted Towhee in week 12 is
0.25.
2. To properly present the pattern of presence across the year, the relative probability of
presence is calculated. This is the probability of presence divided by the maximum
probability of presence across all weeks. For example, imagine the probability of presence
in week 20 for the Spotted Towhee is 0.05, and that the probability of presence at week 12
(0.25) is the maximum of any week of the year. The relative probability of presence on
week 12 is 0.25/0.25 = 1; at week 20 it is 0.05/0.25 = 0.2.
3. The relative probability of presence calculated in the previous step undergoes a statistical
conversion so that all possible values fall between 0 and 10, inclusive. This is the
probability of presence score.
Breeding Season ( )
Yellow bars denote a very liberal estimate of the time-frame inside which the bird breeds across
its entire range. If there are no yellow bars shown for a bird, it does not breed in your project
area.
Survey Effort (1)
Vertical black lines superimposed on probability of presence bars indicate the number of surveys
performed for that species in the 10km grid cell(s) your project area overlaps. The number of
surveys is expressed as a range, for example, 33 to 64 surveys.
No Data (—)
A week is marked as having no data if there were no survey events for that week.
Survey Timeframe
Surveys from only the last 10 years are used in order to ensure delivery of currently relevant
information. The exception to this is areas off the Atlantic coast, where bird returns are based on
all years of available data, since data in these areas is currently much more sparse.
■probability of presence breeding season I survey effort —no data
SPECIES JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
Bachman's Sparrow
BCC Rangewide ++— ———— ———— ---+
(CON)
Bald Eagle ++ —++— ———— ———— ---+
Non-BCC
Vulnerable

03/23/2023 4
Brown-headed Nuthatch F-1 OF IIII 11h +im Bill 1111 1111 11� �— — -- —A
BCC-BCR ���� ---- ---
Kentucky Warbl
BCC Ra gewideer +�—+ 4-4- ---- —+II IIII IIII IIII �■■+ —++— ———— ———— ---+
(CON)
Lesser Yellowlegs + —++ ��-- ---- ---+BCC Rangewide
(CON)
BCCedBCR Bunnting +--1 -4-4— —+1+ IIII IIII IIII III+ —++- --—— ———— ---+
Prairie Warbler „ 'Irl IIII II� ''
BCC Rangewide
++�— ---- —+ ��++ — — ---- ---- ---+
(CON)
Prothonotary + id
�warbler -4-4- ---- —4- � ��++ -++- ---- ---- ---+i
BCC Rangewide
(CON)
Red-headed + +��+ IIII IIII IIII IF
Woodpecker ++�— ---- —+ '--- ———— ---'
BCC Rangewide
(CON)
Rusty Blackbird 14 — ---- —+++ ++++ ++++ +++— --++ —++— ———— ———— ---+
BCC-BCR
Additional information can be found using the following links:
■ Birds of Conservation Concern https://www.fws.gov/program/migratory-birds/species
• Measures for avoiding and minimizing impacts to birds https://www.fws.gov/librarT�/
collections/avoiding-and-minimizing-incidental-take-migratory-birds
■ Nationwide conservation measures for birds https://www.fws.gov/sites/default/files/
documents/nationwide-standard-conservation-measures.pdf
MIGRATORY BIRDS FAQ
Tell me more about conservation measures I can implement to avoid or minimize impacts
to migratory birds.
Nationwide Conservation Measures describes measures that can help avoid and minimize
impacts to all birds at any location year round. Implementation of these measures is particularly
important when birds are most likely to occur in the project area. When birds may be breeding in
the area, identifying the locations of any active nests and avoiding their destruction is a very
helpful impact minimization measure. To see when birds are most likely to occur and be breeding
in your project area, view the Probability of Presence Summary. Additional measures or permits
may be advisable depending on the type of activity you are conducting and the type of
infrastructure or bird species present on your project site.

03/23/2023 5
What does IPaC use to generate the list of migratory birds that potentially occur in my
specified location?
The Migratory Bird Resource List is comprised of USFWS Birds of Conservation Concern
(BCQ and other species that may warrant special attention in your project location.
The migratory bird list generated for your project is derived from data provided by the Avian
Knowledge Network (AKN). The AKN data is based on a growing collection of survey, banding,
and citizen science datasets and is queried and filtered to return a list of those birds reported as
occurring in the 10km grid cell(s)which your project intersects, and that have been identified as
warranting special attention because they are a BCC species in that area, an eagle (Eagle Act
requirements may apply), or a species that has a particular vulnerability to offshore activities or
development.
Again, the Migratory Bird Resource list includes only a subset of birds that may occur in your
project area. It is not representative of all birds that may occur in your project area. To get a list
of all birds potentially present in your project area, please visit the Rapid Avian Information
Locator(RAIL)Tool.
What does IPaC use to generate the probability of presence graphs for the migratory birds
potentially occurring in my specified location?
The probability of presence graphs associated with your migratory bird list are based on data
provided by the Avian Knowledge Network (AKN). This data is derived from a growing
collection of survey, banding, and citizen science datasets.
Probability of presence data is continuously being updated as new and better information
becomes available. To learn more about how the probability of presence graphs are produced and
how to interpret them, go the Probability of Presence Summary and then click on the "Tell me
about these graphs" link.
How do I know if a bird is breeding,wintering or migrating in my area?
To see what part of a particular bird's range your project area falls within (i.e. breeding,
wintering, migrating or year-round), you may query your location using the RAIL Tool and look
at the range maps provided for birds in your area at the bottom of the profiles provided for each
bird in your results. If a bird on your migratory bird species list has a breeding season associated
with it, if that bird does occur in your project area, there may be nests present at some point
within the timeframe specified. If "Breeds elsewhere" is indicated, then the bird likely does not
breed in your project area.
What are the levels of concern for migratory birds?
Migratory birds delivered through IPaC fall into the following distinct categories of concern:
1. "BCC Rangewide" birds are Birds of Conservation Concern (BCC)that are of concern
throughout their range anywhere within the USA(including Hawaii, the Pacific Islands,
Puerto Rico, and the Virgin Islands);
2. "BCC - BCR" birds are BCCs that are of concern only in particular Bird Conservation
Regions (BCRs) in the continental USA; and

03/23/2023 6
3. "Non-BCC -Vulnerable" birds are not BCC species in your project area, but appear on
your list either because of the Eagle Act requirements (for eagles) or(for non-eagles)
potential susceptibilities in offshore areas from certain types of development or activities
(e.g. offshore energy development or longline fishing).
Although it is important to try to avoid and minimize impacts to all birds, efforts should be made,
in particular, to avoid and minimize impacts to the birds on this list, especially eagles and BCC
species of rangewide concern. For more information on conservation measures you can
implement to help avoid and minimize migratory bird impacts and requirements for eagles,
please see the FAQs for these topics.
Details about birds that are potentially affected by offshore projects
For additional details about the relative occurrence and abundance of both individual bird species
and groups of bird species within your project area off the Atlantic Coast, please visit the
Northeast Ocean Data Portal. The Portal also offers data and information about other taxa besides
birds that may be helpful to you in your project review.Alternately, you may download the bird
model results files underlying the portal maps through the NOAA NCCOS Integrative Statistical
Modeling and Predictive Mapping of Marine Bird Distributions and Abundance on the Atlantic
Outer Continental Shelf project webpage.
Bird tracking data can also provide additional details about occurrence and habitat use
throughout the year, including migration. Models relying on survey data may not include this
information. For additional information on marine bird tracking data, see the Diving Bird Study
and the nanotag studies or contact Caleb Spiegel or Pam Lorin.
What if I have eagles on my list?
If your project has the potential to disturb or kill eagles, you may need to obtain a permit to avoid
violating the Eagle Act should such impacts occur.
Proper Interpretation and Use of Your Migratory Bird Report
The migratory bird list generated is not a list of all birds in your project area, only a subset of
birds of priority concern. To learn more about how your list is generated, and see options for
identifying what other birds may be in your project area, please see the FAQ "What does IPaC
use to generate the migratory birds potentially occurring in my specified location". Please be
aware this report provides the "probability of presence" of birds within the 10 km grid cell(s)that
overlap your project; not your exact project footprint. On the graphs provided, please also look
carefully at the survey effort (indicated by the black vertical bar) and for the existence of the "no
data" indicator (a red horizontal bar).A high survey effort is the key component. If the survey
effort is high, then the probability of presence score can be viewed as more dependable. In
contrast, a low survey effort bar or no data bar means a lack of data and, therefore, a lack of
certainty about presence of the species. This list is not perfect; it is simply a starting point for
identifying what birds of concern have the potential to be in your project area, when they might
be there, and if they might be breeding (which means nests might be present). The list helps you
know what to look for to confirm presence, and helps guide you in knowing when to implement
conservation measures to avoid or minimize potential impacts from your project activities,
should presence be confirmed. To learn more about conservation measures, visit the FAQ "Tell

03/23/2023 7
me about conservation measures I can implement to avoid or minimize impacts to migratory
birds" at the bottom of your migratory bird trust resources page.

03/23/2023 8
IPAC USER CONTACT INFORMATION
Agency: Timmons Group
Name: Kate Hefner
Address: 5410 Trinity Road
Address Line 2: Suite 102
City: Raleigh
State: NC
Zip: 27607
Email [e-mail]
Phone: [phone]

Roy Cooper,Governor
■■■
■■ , NC DEPARTMENT OF D_Reid Wilson,Secretary
■■ ■■ NATURAL AND CULTURAL RESOURCES
■ ■ I■ Misty Buchanan
Deputy Director,Natural Heritage Program
NCNHDE-21364
March 23, 2023
Kate Hefner
Timmons Group
S410 Trinity Road
Raleigh, NC 27607
RE: Southport Meadows; 47274
Dear Kate Hefner:
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 ney.butler(o-)ncdcr.gov or 919-707-8603.
Sincerely,
NC Natural Heritage Program
DEPARTMENT OF NATURAL AND CULTURAL RESOURCES
Qv 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
Southport Meadows
Project No. 47274
March 23, 2023
NCNHDE-21364
Element Occurrences Documented Within Project Area
Taxonomic EO ID Scientific Na n Name Lam Element Accuracy Federal State Global State
Group Observation Occurrence Status Status Rank Rank
M JM Date Rank It
Bird 11348 Dryobates borealis Red-cockaded 2021 E 3-Medium Endangered Endangered G3 S2
Woodpecker
Freshwater Fish32328 Enneacanthus obesus Banded Sunfish 1962-06-15 H 3-Medium --- Significantly G5 S3
Rare
Natural 12390 Pond Pine Woodland --- 2020-11-19 B 2-High --- --- G3 S3
Community (Typic Subtype)
Natural 2428 Sandy Pine Savanna --- 2020-11-19 B 3-Medium --- --- G1 S1
Community (Rush Featherling
Subtype)
Natural 30411 Wet Pine Flatwoods --- 2019-05-27 B 3-Medium --- --- G2? S1
Community (Sand Myrtle Subtype)
Natural 13502 Wet Pine Flatwoods --- 2019-05-27 B 3-Medium --- --- G3 S3
Community (Typic Subtype)
Natural 9347 Wet Sandy Pine --- 2020-11-19 B 3-Medium --- --- G3 S1
Community Savanna (Typic
Subtype)
Vascular Plant 24540 Dionaea muscipula Venus Flytrap 2020-06-16 D 3-Medium --- Threatened G2 S2
Natural Areas Documented Within Project Area
Site Name Representational Rating 11111111L_ Collective Rating
Boiling Spring Lakes Wetland Complex RI (Exceptional) Cl (Exceptional)
No Managed Areas Documented within the Project Area
Definitions and an explanation of status designations and codes can be found at https://ncnhde.natureserve.org/help. Data query generated on March 23,2023;source: NCNHP, Q4,Winter(January)
2023. 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 6

Natural Heritage Element Occurrences, Natural Areas, and Managed Areas Within a One-mile Radius of the Project Area
Southport Meadows
Project No. 47274
March 23, 2023
NCNHDE-21364
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
Date Rank
Amphibian 35554 Pseudacris nigrita Southern Chorus Frog 1941-03-31 H 3-Medium --- Special G5 S2
Concern
Amphibian 39662 Pseudacris ornata Ornate Chorus Frog 1941-03-31 E 4-Low --- Endangered G4 S2
Bird 11348 Dryobates borealis Red-cockaded 2021 E 3-Medium Endangered Endangered G3 S2
Woodpecker
Bird 37936 Passerina ciris Painted Bunting 2017-05-13 AB 3-Medium --- Special G5 S2B
Concern
Bird 37918 Peucaea aestivalis Bachman's Sparrow 2017-04-21 E 2-High --- Special G3 S3B,S2
Concern N
Dragonfly or 33738 Somatochlora Coppery Emerald 2004-Pre H? 5-Very --- Significantly G3G4 S1?
Damselfly georgiana Low Rare
Freshwater Fish38937 Acipenser oxyrinchus Atlantic Sturgeon 2018-09 E 4-Low Endangered Endangered G3T3 S2
oxyrinchus
Freshwater Fish32328 Enneacanthus obesus Banded Sunfish 1962-06-15 H 3-Medium --- Significantly G5 S3
Rare
Freshwater Fish32339 Enneacanthus obesus Banded Sunfish 1967-06-28 H 3-Medium --- Significantly G5 S3
Rare
Natural 10208 High Pocosin --- 2008-05-30 A 2-High --- --- G3 S3S4
Community (Evergreen Subtype)
Natural 12390 Pond Pine Woodland --- 2020-11-19 B 2-High --- --- G3 S3
Community (Typic Subtype)
Natural 2428 Sandy Pine Savanna --- 2020-11-19 B 3-Medium --- --- G1 S1
Community (Rush Featherling
Subtype)
Natural 30411 Wet Pine Flatwoods --- 2019-05-27 B 3-Medium --- --- G2? S1
Community (Sand Myrtle Subtype)
Natural 13502 Wet Pine Flatwoods --- 2019-05-27 B 3-Medium --- --- G3 S3
Community (Typic Subtype)
Natural 9347 Wet Sandy Pine --- 2020-11-19 B 3-Medium --- --- G3 S1
Community Savanna (Typic
Subtype)
Page 3 of 6

Element Occurrences Documented Within a One-mile Radius of the Project Area
Taxonomic EO ID Scientific Name ast Element Accuracy Federal State Global State
Group Observation Occurrence State Stat Rank
_ Date _ Rank �� imk=—
Reptile 3970 Alligator American Alligator 2018-02-26 E 4-Low Threatened Threatened G5 S3
mississippiensis Similar
Appearance
Reptile 35530 Ophisaurus attenuatus Eastern Slender Glass 1952-05-22 H 4-Low --- Special G5T5 S1
longicaudus Lizard Concern
Reptile 37428 Ophisaurus mimicus Mimic Glass Lizard 1955-10-01 H 3-Medium --- Endangered G3 S1
Reptile 37536 Pituophis Northern Pinesnake 1975-04-27 H 4-Low --- Threatened G4T4 S2
melanoleucus
melanoleucus
Reptile 2364 Seminatrix pygaea Carolina Swamp Snake 1983-05-14 H 3-Medium --- Special G5T4 S2
paludis Concern
Reptile 1758 Sistrurus miliarius Carolina Pigmy 1977-10 H 4-Low --- Special G5T4T S2
miliarius Rattlesnake Concern 5
Vascular Plant 13540 Amorpha confusa Savanna Indigo-bush 1963-07-10 F 4-Low --- Threatened G3T3 S3
Vascular Plant 9017 Asclepias pedicellata Savanna Milkweed 1952-08-24 H 4-Low --- Special G4 S3
Concern
Vulnerable
Vascular Plant 22891 Crocanthemum nashii Florida Scrub 1996-06-11 E 4-Low --- Endangered G3G4 S1
Frostweed
Vascular Plant 10181 Dionaea muscipula Venus Flytrap 1981 F 4-Low --- Threatened G2 S2
Vascular Plant 18409 Dionaea muscipula Venus Flytrap 1981 F 3-Medium --- Threatened G2 S2
Vascular Plant 24540 Dionaea muscipula Venus Flytrap 2020-06-16 D 3-Medium --- Threatened G2 S2
Vascular Plant 2422 Drosera filiformis Threadleaf Sundew 1975-06 F 5-Very --- Special G4 S2
Low Concern
Vulnerable
Vascular Plant 1705 Lechea torreyi var. Torrey's Pinweed 1979-10-13 H 4-Low --- Endangered G4TN S1
congesta R
Vascular Plant 23518 Lysimachia Rough-leaf Loosestrife 2012-06-26 A? 2-High Endangered Endangered G3 S3
asperulifolia
Vascular Plant 18755 Rhynchospora Coastal Beaksedge 1949-06 H 4-Low --- Threatened G2G3 S2
pleiantha
Vascular Plant 15636 Scleria verticillata Savanna Nutrush 1933-10-08 H 5-Very --- Significantly G5 S2
Low Rare
Peripheral
Page 4 of 6

Natural Areas Documented Within a One-mile Radius of the Project Area
Site Name Representational Rating Collective Rating -
Boiling Spring Lakes Wetland Complex R1 (Exceptional) Cl (Exceptional)
No Managed Areas are Documented Within a One-mile Radius of the Project Area
Definitions and an explanation of status designations and codes can be found at httos://ncnhde.natureserve.orq/helr). Data query generated on March 23,2023;source: NCNHP, Q4,Winter(January)
2023. 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 5 of 6

NCNHDE-21364: Southport Meadows
Bethel FdS'
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March 23,2023
® NHP Natural Area (NHNA)
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Pro ect Bounda Sources:Esri,Airbus DS,USGS,NGA,NASA,CGIAR,N Robinson,NCEAS,
ry NLS, OS, NMA, Geodatastyrelsen, Rijkswaterstaat, GSA, Geoland, FEMA,
Intermap and the GIS user community
Sources: Esri, HERE, Garmin, FAO, NOAA, USGS, ® OpenStreetMap
contributors,and the GIS User Community
Page 6 of 6

Kate Hefner
From: Amico, Patrick J <[e-mail]>
Sent: Friday, August 5, 2022 7:55 PM
To: Kate Hefner
Cc: Nick Tudor
Subject: RE: [External] NC DCM Area of Environmental Concern - Southport, NC (Long Beach
Road SE)
Hi Kate-
I apologize for the delay, been dealing with the fallout from an injury.
Based on the stream,we would not consider this portion navigable and not claim a Public Trust Shoreline AEC. Thus, no
CAMA permit required.
Please consult with the USACE and DWR for permitting any stream/wetland impacts.
With kind regards,
Patrick
Patrick Amico
Environmental Specialist 11
Division of Coastal Management
Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, NC 28405
[phone] (mobile, preferred)
[phone] office
From: Kate Hefner<[e-mail]>
Sent:Thursday,July 28, 2022 2:50 PM
To:Amico, Patrick J <[e-mail]>; MacPherson,Tara <[e-mail]>
Cc: Nick Tudor<[e-mail]>
Subject: RE: [External] NC DCM Area of Environmental Concern -Southport, NC(Long Beach Road SE)
CAUTION: External email. Do not click links or open attachments unless you verify.Send all suspicious email as an attachment to
Report Spam.
Hey Patrick!
Can you clarify which stream you need to see? I've attached the updated project limits for the Site. Would you need to
just see Dutchman Creek or the stream to the west of it? I've attached some photos of Dutchman Creek at it's strongest
area in the southern portion of the Site.
Additionally,we have reached out to receive authorization for you to be on property, but we have not received the
signed form back yet.
Thanks!
Kate Hefner,WPIT (she/her)
Environmental Scientist
TIMMONS GROUP I www.timmons.com
1

•
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 July 29,2022
Raleigh Field Office S&EC Project No: 15147.W2
P.O. Box 33726
Raleigh,NC 27636-3726
Re: Online Project Review Request,Long Beach Road, Southport—Brunswick 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 July 29,2022 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 jurisdictional ditches (SA W-2022-003 75 issued on July 28, 2022).
The evaluation area included the area of the proposed project in which trees would be removed and/or
land disturbance is proposed.No trees or land disturbance is proposed within the remainder of the
property.
The location of the project and the action area are identified on the enclosed maps.
Long Beach Road(33.966129, -78.035154). The site is located on Long Beach Rd SE, Southport—
Brunswick 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 7. S&EC Photo Report
2. S&EC T&E Species Report 8. FHA Data
3. Vicinity Maps 9. FWS Official Species List
4. Overall Site Plan(April 28,2022) 10. NHP Report
5. FWS Potential RCW Survey Map 11. FWS Species Conclusion Table
6. FHA Aerial Maps 12. FWS Self-Certification Letter

Soil & Environmental Consultants, PA
8412 Falls of Neu-se Road, Suite 104,Raleigh, NC 27615 • 1'l-6ne,: [phone] [phone]
sandec.com
July 29, 2022
S&EC Project No.: 15147.W2
To: Pulte Home Company, LLC
Attn: Bob Anderson
1225 Crescent Green Drive Suite 250
Cary,NC 27518
Re: THREATENED & ENDANGERED SPECIES REPORT
Long Beach Road Site (+/- 90 acres)
South of Long Beach Rd SE, Southport, Brunswick County,NC
Dear Mr. Anderson:
On July 20, 2022, Soil &Environmental Consultants, PA(S&EC) evaluated the Long Beach Road site
shown on the attached maps for potential endangered species. The property is located at Long Beach Rd
in Brunswick County,NC. Surface waters on-site flow into Dutchman Creek 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 SC;Sw,HQW.
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.
Long Beach Road Site-S&EC Threatened &Endangered Species Report
Page 1 of 8

July 29,2022
S&EC Project#15147.W2
RESULTS:
The FWS official species list identified the following species for the Evaluation limits:
• Northern Long-eared Bat(Myotis septentrionalis), Threatened
• Piping Plover(Charadrius melodus), Threatened
• Red Knot (Calidris canutus rufa), Threatened
• Red-cockaded Woodpecker(Picoides borealis), Endangered
• Wood Stork(Mycteria americana), Threatened
• American Alligator(Alligator mississippiensis), Threatened
• Green Sea Turtle (Chelonia mydas), Threatened
• Kemp's Ridley Sea Turtle (Lepidochelys Kempii), Endangered
• Leatherback Sea Turtle (Dermochelys Coriacea), Endangered
• Loggerhead Sea Turtle (Caretta caretta), Threatened
• Magnificent Ramshorn(Planorbella magnifica), Candidate
• Monarch Butterfly(Danaus plexippus), Candidate
• Cooley's Meadowrue (Thalictrum cooley), Endangered
• Rough-leaved Loosestrife (Lysimachia asperulaefolia), Endangered
• Seabeach Amaranth(Amaranthus pumilus), Threatened
Of the species identified on the official species list, the NHP report did not identify any Federally
threatened or endangered species within the project area. However, the NHP report did identify
multiple elemental occurences within 1 mile of the project area. These elemental occurrences are for
the Red-cockaded Woodpecker(EO ID 11348), American Alligator(EO ID 3970), and Rough-leaved
Loosestrife (EO ID 23518). Other State listed species were found within the project area as listed in the
attached NHP report. The NHP report identified one natural area, Boiling Spring Lakes Wetland
Complex, within the project area.
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
Long Beach Road Site-S&EC Threatened &Endangered Species Report
Page 2 of 8

July 29,2022
S&EC Project#15147.W2
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.
SHORE BIRDS:
Piping Plover(Charadrius melodus),Red Knot(Calidris canutus rufa),Wood Stork(Mycteria americana):
S&EC personnel conducted preliminary surveys of suitable habitat and for the presence of the listed
federally threatened species above. We found no evidence of the above species within the project area.
The NHP did not list any known elemental occurrences within the project area or within one mile of
the site. The species above are all shore/wading birds that prefer large bodies of water along the
coastline. This type of habitat was not present within the Long Beach Rd site. The landscape within the
evaluation area is primarily unmanaged pine stands, and mixed hardwood wetlands. The vegetation
throughout the site is primarily dense. Due to these observations, S&EC believes the project will have
"No effect" on the Piping Plover, Red Knot, or the Wood Stork.
RED-COCKADED WOODPECKER(Picoides borealis):
S&EC personnel conducted a Foraging Habitat Analysis (FHA) as well as a search for RCW cavity
trees. S&EC determined that an FHA would be needed by using the RCW SLOPES Manual—North
Carolina March 2022. This conclusion was made because of several known cavity trees within 1 mile
of the site. The NHP listed an elemental occurrence for RCW in 2021 with medium accuracy. This
occurrence highlights several active and inactive cavity trees in the surrounding area. The most notable
cavity trees include a cluster located less than 0.5 miles west of the project area, and smaller cluster
located less than 0.25 miles south of the project area. Please see the attached"Long Beach Road
Potential RCW Survey Areas Map".NHP has been contacted for additional information regarding
these clusters.
S&EC conducted the FHA using guidance provided from FWS. This included"Procedures for
Determining Foraging Habitat Availability", "Appendix 4. Survey Protocol", and"Appendix 5: Private
Lands Guidelines". S&EC collected foraging habitat data at twenty, 1/10'h acre plots that were evenly
spaced out across the project area. The methodology used in the field included using an increment
borer to determine the approximate age of the upper story pines in each plot. S&EC also tallied all
trees and shrubs with a diameter at breast height(DBH) of 2" or greater. Any sapling smaller than 2"
Long Beach Road Site-S&EC Threatened &Endangered Species Report
Page 3 of 8

July 29,2022
S&EC Project#15147.W2
DBH was included in the notes of groundcover species. S&EC collected notes to determine if the stand
would meet the "open" condition needed to be considered suitable foraging habitat. This included
recording the midstory height to determine if the midstory was low (Less than 7' tall), medium(7-15'
tall), or tall (Greater than 15' tall). This also included making a visual assessment of density within the
midstory,by determining if each plot was sparse, moderately dense, or dense. Lastly, S&EC
characterized the groundcover using .01 acre plot recording percentage of bare ground, leaf litter,
herbaceous and woody vegetation.
The data collected at each plot was then used to calculate several different basal areas. These
calculated included Total BA, BA for all pines, BA for pines<10"DBH, BA for pines>10" DBH, BA
for all hardwoods, and BA for pines and hardwoods>10" DBH. Please see the attached FHA summary
table and spreadsheet data for the results. S&EC believes plots #1, #5, #15, #16, and#20 meet the
basal area(BA) criterion of(<70ft^2/ac) and the "open" condition described in Appendix 5: Private
Land Guidelines. The plots that are not believed to be considered suitable foraging habitat are
separated into two categories. Not suitable (A) is believed to not meet the BA criterion of(<70ft^2 /ac)
or the "open" condition. The plots that are in this category are plots#3, #7, #8, #9, #10, #11 and#13.
Not suitable (B) meets the BA criterion of(<70ft^2 /ac)but does not meet the "open" condition. The
plots in this category are plots#2, #4, #6, #12, #14, #18 and#19. Then,using aerial imagery and the
FHA data at each plot, S&EC approximately drew the suitable foraging habitat and non-suitable
foraging habitats (A/B) on the attached"FHA Aerial Map".
Due to the presence of suitable foraging habitat(+/-24.5 ac)within the evaluation area, but lack of
cavity trees within the project boundary, S&EC believes this project will"May affect, not likely to
adversely affect"the Red-cockaded Woodpecker. USFWS should be consulted to determine if the
proposed project has the potential to affect the known active and inactive cavity trees within 1 mile of
the project. Lastly, going off aerial imagery and preliminary ground truthing, S&EC believes there is
additional suitable foraging habitat north of Long Beach Rd SE,which is likely used by the cluster of
RCW west of the project. Please expect an update once information of the NHP has been received
concerning the cavity trees south of the project.
Long Beach Road Site-S&EC Threatened &Endangered Species Report
Page 4 of 8

July 29,2022
S&EC Project#15147.W2
AMERICAN ALLIGATOR(Alligator mississippiensis):
S&EC personnel conducted preliminary surveys of suitable habitat for the American Alligator. The
NHP report did list a known elemental occurrences within one mile of the project area. Suitable habitat
for the American Alligator consists of lakes, rivers, creeks, marshes, swamps, and ponds. There are
jurisdictional ditches and wetlands on-site. During our evaluation we did not see any evidence of
alligators, or any individual species. The proposed project is primarily within the uplands. Due to these
observations, S&EC believes that the project would have "No effect" on the American Alligator.
THREATENED & ENDANGERED SEA TURTLES:
Green Sea Turtle(Chelonia mydas),Kemp's Ridley Sea Turtle(Lepidochelys Kemph),Leatherback Sea
Turtle(Dermochelys Coriacea),Loggerhead Sea Turtle(Caretta caretta):
S&EC Personal conducted preliminary surveys for suitable habitat for the above listed federally
threatened and endangered sea turtle species listed above. The NHP report did not list any known
elemental occurrences within the project area or within one mile of the site. No suitable habitat is
present within the evaluation area. The project area is+/- 1.5 miles away from the Intercoastal
Waterway and it is+/- 4 miles away from the Cape Fear River. Due to these observations, S&EC
believes the project will have "No effect" on the Green Sea Turtle, Kemp's Ridley Sea Turtle,
Leatherback Sea Turtle, or the Loggerhead Sea Turtle.
MAGNIFICENT RAMSHORN (Planorbella mamnifica):
The Magnificent Ramshorn is currently listed as a candidate species, and not yet listed or proposed for
listing as threatened or endangered. Due to the current status of Magnificent Ramshorn, consultation
with USFWS under section 7 of the Endangered Species Act is not required.
MONARCH BUTTERFLY(Danaus plexippus):
The Monarch Butterfly is currently listed as a candidate species, and not yet listed or proposed for
listing as threatened or endangered. Due to the current status of Monarch Butterfly, consultation with
USFWS under section 7 of the Endangered Species Act is not required. FWS recommends conserving
pollinator habitat where practicable.
Long Beach Road Site-S&EC Threatened &Endangered Species Report
Page 5 of 8

July 29,2022
S&EC Project#15147.W2
COOLEY'S MEADOWRUE (Thalictrum cooley):
S&EC personnel conducted preliminary surveys of suitable habitat for Cooley's Meadowrue. The NHP
report did not list any known elemental occurrences within the project area or within one mile of the
project area. Cooley's Meadowrue grows in wet pine savannahs, and thrives in fire maintained, or
disturbed open areas. During our evaluation we saw no species present within the project area. S&EC
believes there is marginal habitat along the road, and roadside ditches. Given the lack of species
present within the areas believed to be suitable habitat, S&EC believes the project will have "No
effect" on Cooley's Meadowrue. It should be noted that the optimal survey window for Cooley's
Meadowrue is mid-June through early July. Due to the evaluation being at the end of the survey
window, USFWS should be consulted to determine if additional surveys are needed.
ROUGH-LEAVED LOOSESTRIFE (Lysimachia asperulaefolia):
S&EC personnel conducted a preliminary survey of the site for potential suitable habitat for the
Rough-Leaved Loosestrife. The NHP report did list a known elemental occurrence within one mile of
the site. The location of this occurrence is north of Long Beach Rd SE. The suitable habitat for this
species is edges between longleaf pine stands, and pond pocosins. This species can also be found
alongside roads and maintained easements. During our assessment we found no species of Rough-
Leaved Loosestrife.
Our preliminary survey concluded that potential suitable habitat exists on-site. In addition to the
wetland edges, there are disturbed areas along the road. These areas were surveyed in detail. Since no
species were observed within the areas believed to be suitable habitat,we have concluded that the
project would have "No effect" on the Rough-Leaved Loosestrife.
SEABEACH AMARANTH (Amaranthus pumilus):
S&EC personnel conducted a preliminary survey of the site for potential suitable habitat for the
Seabeach Amaranth. The NHP report did not list any known elemental occurrences within the project
area or within one mile of the project area. The suitable habitat for this species consists of barrier
beaches. The project area is primarily forested with no presence of sand dunes. Due to these
observations, S&EC believes the project will have "No effect" on the Seabeach Amaranth.
Long Beach Road Site-S&EC Threatened &Endangered Species Report
Page 6 of 8

July 29,2022
S&EC Project#15147.W2
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.
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
Attachments:
1. USGS Vicinity Map
2. Soil Survey Vicinity Map
3. Overall Site Plan(April 28,2022)
4. FWS Potential RCW Survey Map
5. FHA Aerial Map
6. Photo Report
FHA Data
7. 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 7,2022.
8. NHP Report: July 7,2022.
9. S&EC—FWS Species Conclusion Table.July 29,2022.
10. S&EC—FWS Self-Certification Letter.July 29,2022.
Long Beach Road Site—S&EC Threatened &Endangered Species Report
Page 7 of 8

July 29,2022
S&EC Project#15147.W2
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.2003.Recovery Plan for the Red-cockaded Woodpecker(Picoides borealis)
Second Revision.Atlanta GA 316 pp.
USFWS RCW Slopes—North Carolina Manual March 2022
Procedures for Determining Foraging Habitat Provided by the FWS Raleigh Office.Appendix 4: Survey Protocol.
Appendix 4:Private Land Guidelines
-"Cooley's Meadowrue(Thalictrum Cooleyi):U.S.Fish&Wildlife Service."FWS.gov,
https://www.fws.gov/species/cooleys-meadowrue-thalictrum-cooleyi.
-"Seaside Amaranth(Amaranthus Pumilus):U.S.Fish&Wildlife Service."FWS.gov,
https://www.fws.gov/species/seaside-amaranth-amaranthus-pumilus.
Long Beach Road Site-S&EC Threatened &Endangered Species Report
Page 8 of 8

Vfaltl `n BHdie
Evaluation Area `-� -•� `'~---•.��
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JURISDICTIONAL DITCH IMPACT 1 JURISDICTIONAL DITCH IMPACT 2 JURISDICTIONAL DITCH IMPACT 3
JURISDICTIONAL DITCH IMPACT 2
TEMPORARY FOR CONSTRUCTION IMPACT
\ (16 LF/64 SF/0.0015 AC) /-
JURISDICTIONAL DITCH IMPACT 1 0� \ -/� _ JURISDICTIONAL DITCH IMPACT 3 4 \
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JURISDICTIONAL DITCH IMPACT 4 JURISDICTIONAL DITCH IMPACT 5 AND WETLAND IMPACT 1
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Job#: 15147.W2
July 29, 2022
Photo 5: Pro osed 'urisdictional ditch im act 5 /Wetland impact 1 Dutchman Creek
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Photo 6: Long Beach Rd SE
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Tree Species Contained Within Tree Conservation area(Key]
Pinus palustris(Longleaf Pine) =LLPN Corpus florida(Dogwood)=DGWD
Pinus taeda(Loblolly Pine) =LBPN Prunus serotina(Cherry)=CHRY
Pinus serotina(Pond Pine) =PDPN Acer rubrum(Maple)=MAPL
Quercus nigra(Water Oak) =WTRO Juniperus verginiana(Cedar)=CEDR
Quercus virginiana(Live Oak)=LVOK Morelia cerifera(Wax mrytle)=WXML
Qeurcus cerris(Turkey Oak)=TROK
Liquidambar stryaciflua(Sweetgum)=SGUM
Nyssa sylvatica(Blackgum) =BGUM
Magnolia virginiana(Sweet bay)=SW BY
Persea plaustris(Swamp bay) =SWPB
Gordonia lasianthus(Loblolly bay) =LBBY
Ilex glabra(Gallberry)=GLBR
Morusalba(Mullberry) =MLBR
Ilex opaca(Holly)=HILLY
Ligustrum sinense(Chinese privet)=CHPR
Foraging Habitat Inventory Table
Sample Area ID Avg DBH(in) z10"Pine BA(ftA2) t10"Pine&Hardwood BA(ftA2) Total Basal Area/Ac(ftA2) Foraging Habitat
Plot#1 10 39 39 56 Suitable
Plot#2 7 53 64 73 Not Suitable(B)
Plot#3 8 7 97 110 Not Suitable(A)
Plot#4 8 14 15 18 Not Suitable(B)
Plot#5 9 51 51 67 Suitable
Plot#6 10 9 30 31 Not Suitable(B)
Plot#7 7 77 90 151 Not Suitable(A)
Plot#8 11 202 202 216 Not Suitable(A)
Plot#9 9 151 151 180 Not Suitable(A)
Plot#10 9 0 63 78 Not Suitable(A)
Plot#11 10 104 132 144 Not Suitable(A)
Plot#12 9 54 68 85 Not Suitable(B)
Plot#13 14 117 124 125 Not Suitable(A)
Plot#14 6 0 19 34 Not Suitable(B)
Plot#15 3 0 0 9 Suitable
Plot#16 4 5 5 24 Suitable
Plot#17 9 33 33 54 Suitable
Plot#18 5 18 18 20 Not Suitable(B)
Plot#19 7 40 40 45 Not Suitable(B)
Plot#20 5 T 0 0 18 Suitable
Suitable Foraging Habitat-Meets the BA criterion of(<70ftA2/ac)and the"open"condition described in Appendix 5:Private Land Guidelines
Not Suitable(A)Foraging Habitat-Does not meet the BA criterion of(570ftA2/ac)or the"open"condition described in Appendix 5:Private Land Guidelines
Not Suitable(B)Foraging Habitat-Meets the BA criterion of(<_70ftA2/ac)but does not meet the"open"condition described in Appendix 5:Private Land Guidelines

-See key for species on separate sheet
Species LLPN LLPN LLPN LBPN LBPN LBPN LBPN LBPN PDPN PDPN
DBHoftreesinplot 9 ] 13 12 9 13 10 12 5 8
BA/T1ee 0."1774 0.267246 0.921726 0.795376 0."1774 0.921726 0.5454 0.785376 0.13635 0.349056
BA/Al 4.41774 2.61246 9.21726 7.85376 4.41774 9.21726 5.454 7.85376 1,3635 3.4905:
TobI BA All Pine SA <10"Pine BA e10"Pine BA All Hardwood 0" ersto BA e1Pine&Hardwood BA Upprypine weti/-40 years.Height20%Low 10%Mid 70%TO..Densiry 80% arse 5p 20%Mod.Ground Cover30%Leoflitter 30%Herb 40%Woody.Nofire history.
55.95804 55.95804 16.362 39.59604 0 39.59604 9.8 Groandcoverspecies-Swamp Bay(Perse.p,lastrfs),Live oak(Qaemus vfrgini.nf,Wax myrtle(Momil,refer.).Sand myrtle(Kolmfa baxifolia),Creeping Blueberry(Voodniam crassifoliam),Red maple(Ace„abam)
Species WTRO WTRO WTRO V 110 WTRO WTRO WTRO LVOK WXML LBPN LBPN LBPN LBPN SWBY LLPN LLPN
DBHoftreesinplot 2 2 4 ] 8 10 10 2 2 2 2 14 1S 2 13 17
BA/Tree 0.021816 0.021816 0.087264 0.2672" 0.349056 0.5454 D.5454 0.021816 0.021816 0.021816 0.021916 1.0689M 1.]6]096 0.021916 0.921726 1.5]6206
BA/A, 0.21816 0.21816 0.87264 2,67246 3.49056 5.454 5.454 0.21816 0,21816 0.21816 0121816 10,68984 17.67096 0.21816 9.21726 15.76206
TobI BA All Pine BA <30"Pine BA e10"Pine BA All Hardwood BA 210"Pine&Hardwood BA avedbh Upperstorypine age 4/-60 years.Height20%Low20%Mid 60%TO..Densitery l0%Sparse 20%Mod]0%Dense.G-ridcover50%herb 50%Woody.Nofire history
J2.9109 S3.]]644 0.43632 53.34012 19.03446 64.24812 ].IB]5 Groandcoverspecies-Carolina jasmine(Gelseonl-mpervfrens),Muscadine grape(Vid,rohoodifolif,HighboshBlueber,(Voohdom c.ryod.am),Inkberry(flex glob,.),Swamp S.,(Persea pal.lda)
Species DGWD DGWD DGWD BGUM BGUM BGUM BGUM BGUM BGUM BGUM BGUM BGUM BGUM BGUM CEDR WXML MAPL MAPL ALLY LBPN LBBY
DBHoftreesinplot 2 3 6 4 4 5 6 10 11 14 14 15 15 21 4 2 6 12 2 12 5
BA/Tree 0.021816 0.049086 0.196344 0.0 7264 0.097264 0.13635 0.196344 0.5454 0.659934 1.068984 1.068984 1.22715 1.22715 2.405214 0.087264 0.021816 0.196344 0.785376 0.0218 0.785376 0.13635
BA/A, 0.21816 0.49086 1.96344 0.87264 0.87264 1.3635 1.96344 5.454 6.59934 10.68984 10.68984 12.2715 12.2J35 24.05214 0.87264 0.21816 1.96344 7.85376 0.2182 ].853]6 1.3635
TobI BA All Pine SA <30"Pine BA e10"Pine BA All Hardwood BA 210"Pine&Hardwood BA ave dbh Upperstorypine age4/-40 years.Height 10%low 30%mid 60%To/I.Densftery 30%Sparse 30%Mod 60%Dense.Groundrover l0%leaflitter 3M herb 60%woody.Nofire history
310.13626 ].853]6 0 J.853J6 102.2625 9J.]3568 8.23809524 Groaindcover species-Muscadine Grape(Vitis,.tandfollo),In kb,r,(//exgl,b„),Magnolia Bay(M,gnoll,vlrglnl,n.),Swamp b,y(Perse,pol-na)
Species LBPN LBPN WTRO LLPN
DBHoftreesinplot 11 ] 5 12
SA/r 0.659934 0.267246 0.13635 0.]85376
BA/A, 6.59934 2.67246 1.3635 7.85376
TobI BA All Pine SA <30"Pine BA 210"Pine BA All Hardwood BA 210"Pine&Hardwood BA avcdbh Upperstorypine age 4/-50 years.Height50%low 10%mid 40%toll.Densfry 40%sparse 50%mod 10%dense.Groundrover 30%leaflitter 20%herb 50%woody.Nofire history
18.48906 17.12556 2.67246 14.4531 1.3635 15.8166 B.]5 Groandcoverspecies-Carolina Jasmine/Gelsemium sempervirens),Yaupond holly(Ilex vomitpri.), Muscadm,grape(Vltlsrotondff U,),American holly(Ilex opa..),Chinese privet(Ligo-on,sinsense)
Species MAPL MAPL MAPL MAPL ALLY LBPN LBPN LBPN LBPN LBPN LBPN SWBY
DBHoftreesinplot 4 6 8 9 2 3 9 14 14 16 11 2
BA/Tree 0.097264 0.196344 0.349056 0.443JJ4 0.021816 0.049086 0.443774 1.068984 1.068984 1.396224 1.576206 0.021816
BA/A, 0.87264 1.96344 3.45056 4.41774 0.21816 0.49086 4.41]]4 10.68984 10.68984 1396224 15.762156 0,21816
TobI BA All Pine SA <30"Pine BA e10"Pine BA All Hardwood BA 210"Pine&Hardwood BA avedbh Upperstory pine age 4/-40 years.Heigh20%iow60%mid2O%tall.Densily4o%Vp 30%mod3O%Dense.G,,udmv,,70%1,,flia,,20%woodylO%h,,b,,i,,,.Nofi,ehisloq
6J.19328 56.01258 4.9086 51.10398 11.1807 51.10398 8.6666666] Groandcoverspecies-Softrmh(Juncgseffusus),Inkberry(Ilex gl,brf,Swampbay(Perseop,lowa)
Species LVOK WTRO WTRO WRTO LBPN
DBHoftreesinplot 12 2 10 12 13
BA/Tree 0.785376 0.021816 0.5454 0.]85376 0.921726
BA/A, 7.85376 0.21816 5,454 7.85376 9.21726
T-1 BA All Pine SA <30"Pine BA 210"Pine BA All Hardwood BA 210"Pine&Hardwood BA avcdbh Upperstory pine age 4/-40 years.Height 30%low 40%mid 30%tall.Densitry 40%We 20%mod 40%dense.Groundrover 30%leaflitter l0%herb 60%woody.Noffre history
30.59694 9.21726 0 9.21726 21.37969 30.37878 9.8 groandcover species-Muscadinegrape(vitis rotundifoli,)Yauponholly(llexvomftona),Sweetgam(Vqufdambw,lymcflua),Greenbriarlsoid-otandfohn)
Species SGUM SGUM SGUM SGUM SGUM SGUM SGUM SGUM SGUM SCUM SCUM SGUM SCUM SGUM SGUM SGUM SGUM SGUM SGUM SGUM SGUM LLPN LLPN LLPN LLPN LLPN LLPN LLPN LLPN LLPN LLPN LLPN LLPN LLPN LLPN LLPN LLPN LLPN LLPN LLPN LLPN LBPN LBPN LBPN LBPN MAPL MAPL
DBHoftreesinplot 5 3 3 6 6 12 3 4 J 6 3 4 2 2 2 2 3 4 30 3 3 12 5 5 S J 14 9 13 30 12 9 9 ] 30 ] 8 6 6 14 15 6 ] ] 12 3 3
BA/hee 0.13635 0.049086 0.049086 0.196344 0.196344 0.785376 0.049086 0.08]264 0.26]246 0.196344 0.049086 0.08]264 0.023836 0.021836 0.021836 0.021816 0.049086 O.OBJ264 0.5454 0.049086 0.04909 0.J8538 0.1364 0.1364 0.34906 0.26]25 1.069 0.4416 0.923J 0.5454 O.J8538 0.441]] 0.4438 0.26]25 0.5454 0.26J25 0.34906 0.19634 0.19634 1.06898 1.22J35 0.19634 0.26]25 0.26J25 0.]853]6 0.04909 0.04909
BA/A, 1.3635 0.49086 0.49086 1.96344 1.96344 J.853]6 0.49086 0.81264 2.67246 1,96344 0.49086 0,87264 0.21816 0.21816 0.21816 0.21816 0.49086 0.87264 5.454 0.49086 0.49086 7.85376 1.3635 1.3635 3.49056 2.6]246 10.69 4.4111 9.21J3 5.454 7.853]6 4.41]]4 4.41J]2.67246 5.454 2.67246 3.49056 1.96344 1.963"10.6898 12.2715 1.96344 2.67246 2.6J246 7.853]6 0.490S6 0.49086
TobI BA All Pine SA <30"Pine BA 210"Pine BA All Hardwood BA 210"Pine&Hardwood BA avcdbh average pine age+/-SO years.Heightl0%1ow10%mfdhOod I.De..hy100%sparse.Gmundcover80%leffftter20%woody.Nofirehistory
150.69402 119.SS168 42.21396 JJ.33JJ2 31.14234 90.64548 6.]4468085 groandcoverspecfes-same species as measured bees in plot.
Species LLPN LLPN LLPN LLPN LLPN LLPN LLPN LLPN LLPN LLPN LLPN LLPN LLPN LLPN LLPN LLPN LLPN LLPN LLPN LLPN LLPN LLPN SGUM SGUM SGUM CHPR
DBHoftreesinplot 18 8 1S 10 14 8 14 10 14 13 12 16 1S 16 15 10 11 12 12 14 14 9 4 4 2 2
BA/Tree 1.767096 0.349056 1.]6J096 0.5454 1.069984 0.349056 1.068984 0.5454 1.068984 0.921]26 0.]85376 1.396224 1.]6]096 1.396224 1.22715 0.5454 0.659934 0.785376 0.]854 1.0689M 1.06898 0.441]] 0.08J3 0.08]3 0.02112 0.02112
BA/A, 17.67096 3.45056 17.6J096 5.454 10.68984 3.49056 10.68984 5.454 10.68984 9.21]26 ].853J6 13,96224 lJ.61D96 13.96224 12.2J35 5.454 6.59934 7.85376 J.8538 10.68984 10.6898 4.41114 0.8726 0.8]26 0.21816 0.21816
TobI BA All Pine SA <30"Pine BA 210"Pine BA All Hardwood BA 210"Pine&Hardwood BA avedbh Uppersory pine age 4/-60 years.Height 100%tall.Densiry 60%
sparse 40%mod. -40%lefliner 60%
woody.Noffre history
215.9784 213.7969 11.39886 202.39794 2.1816 202.39794 11.4635385 Groandcoverspecies-Yaupon holly flex wonlwrl,)Muscadine grape(VIN,rotoodifilin),Swampb Bay(Perse,p,lood,),Inkberry flex glob,,)
P
Species WTRO WTRO CHPR CHPR SGUM SGUM SGUM SGUM SGUM SGUM SGUM SGUM SGUM SGUM LLPN LLPN LLPN LLPN LLPN LLPN LLPN LLPN LLPN LLPN LLPN LLPN LLPN LLPN LLPN LLPN LLPN LLPN
DBHoftreesinplot 4 2 2 2 6 6 9 6 4 8 2 4 3 2 14 4 5 14 6 12 6 8 16 16 17 11 14 18 1S 18 12 5
BA/Tree 0.087264 0.021816 0.021816 0.021816 0.196344 0.196344 0.443774 0.196344 0.087264 0.349056 0.021816 0.08]2M 0.049086 0.021916 1.068984 0.087264 0.13635 1.068984 0.1963 0.]85376 0.19634 0.34906 1.3962 1.3962 1.57621 0.65993 1.069 1.7671 1.7671 1.7671 0.78538 0.1363S
BA/A, 0,87264 0121816 0121816 0121816 1.963" 1.96344 4.41774 1,96344 0,87264 3,49056 0121816 0.87264 0.49086 0.21816 10.68984 0.81264 1.3635 10.68984 1.9634 7.85376 1.96344 3.49056 13.962 13.962 15.7621 6.59934 10.69 17.671 17.671 17.671 7.85376 1.3635
TobI BA All Pine BA <10"Pine BA 210"Pine BA All Hardwood BA e10"Pine&Hardwood BA avedbh Pine age4/-60 years.Height 10%low 10%mid 80%tall.Densfry 80%sparse 20%mod.Groandcover 80%leaflitter 20%woody.Noffre history
180.09108 162.09299 11.01708 151.0758 17.9982 151.0758 8.5625 Groandcoverspecies-Yauponholly(llexvomfton,),Carolina Jasmine(Gelsemium sempervirens)
Species SGUM SGUM SGUM WTRO V 110 WTRO WTRO WTRO WTRO WTRO WTRO LLPN CHRY
DBHoftreesinplot 11 2 2 24 14 5 ] ] 6 13 10 9 5
BA/Tree 0.659934 0.021816 0.021816 3.141504 1.068984 0.13635 0.2672" 0.267246 0.1963" 0.921]2: 0.5454 0."1]]4 0.13635
BA/Ac 6,59934 0121816 0121816 31.41504 10.68984 1,3635 2,67246 2,67246 1.96344 9.21]2 5.454 4.41]]4 1.3635
TobI BA All Pine SA <30"Pine BA 210"Pine BA All Hardwood BA 210"Pine&Hardwood BA avcdbh38 Pin¢age4/-30years.HeightlO%Iow20%mid]0%tall.Densiry30%sparse30%mod 60%dense.Groundrover 60%I flitter 30%wood l0%herb.No fire history
J8.2649 4.41]]4 4.41]]4 0 73.84716 63.37548 8.846355 groandcoverspecies-Brackern fern(Pterldlam,gollinum),Muscadine grape(Vltls rotunddifolf,),Carolina jasmine(Gelsemlam sempervirens),Chinese privet(Ugo-shieo e),Swamp Bay(Perse,p,lastrfs),Virginia creeper(P-h...cii quinquefoli,)

•See key far species m,separate sheet
Species SWBY LLPN LLPN LLPN LLPN LLPN LLPN LLPN LLPN LLPN LLPN LLPN SGUM SCUM SCUM SCUM SGUM SGUM SGUM MAPL
DBHaftreesm plot 2 12 12 18 12 16 9 9 14 17
16 13 16 16 2 4 2 2 2 4
BA/T1ee 0.021816 0.185376 0.185376 1.16]096 0.185376 1,396224 0,441]]4 0.441]]4 1.068984 1,576206 1.396224 0,921726 1.396224 1.396224 0.021816 0.087264 0.021816 0.021816 0.0218 0.08J264
BA/Ac 0.21816 7.85376 7.85376 1].6]096 7.85376 13.96224 4,41]]4 4.41774 10.68984 15.76206 13.96224 9.21726 13.96224 13.96224 0.21816 0.8J264 0.21916 0.21816 0.2192 0.87264
T111 BA All PIne BA <IO"PIne BA 210"PIme BA All Hardwood BA 210"Pine&Hardwood BA av dbh Pineage+/-40years.Height1O%mid90%Ta11.Density SO%sp.rse20%mod.G,oundcover40%leafitter.40%herb2O%-o dy.Nof,r hisory
144.42192 113.66136 8.83548 104.82588 30.76056 132.75036 9.9 groundcover species-Partige berry(Micchella repens),Poison ivy(Toxicodendron radicans),Netted chain fern(Woodwardia areolacf,Cinnamon fen(Osmundastrum cinnamomeum)
Species MLBR MLBR LLPN LLPN LLPN LLPN LLPN LLPN SGUM SGUM MAPL CHPR W 110
DBH of trees im plot 2 3 SJ SJ 10 18 8 9 4 36 6 2 9
WTI- 0.021816 0.N9086 1.576206 1.5]6206 0.5454 1.767096 0.349056 0."1]]4 0.08J264 1.396224 0.196344 0.021916 0.441]]4
BA/Ac 0.21916 OAM16 15.76206 15.76206 5.454 1].6J096 3.49056 4.41]]4 0.8]264 13.96224 1.96344 0.21816 4.41774
0.050 acre
Total BA All PIne BA <IO"Pine BA 210"PIne BA All Hardwood BA 111"PIme&Hardwood BA av dbh Pineage+/-50 years.Height 10%mid 90%tall.Density 20%sparse 50%mod30%dense.Groumdcover]0%Ieafi-20%woody 10%herb.No fire history
84.]0062 62.55738 7.9083 54.64908 22.14324 68.61132 9.30]69231 Groumdcoverspeties-Beauryberry/Cal)icarpaamericana/,Yaupomholly(Ilexwmitona),Swamp Bay(Perseapalustris),Poisomiy(ToxidodendW-dicams),Greembriar(SmilmW-difolia),Ne[[ed chain term(Woodwardia areolata/
Species LLPN LLPN LLPN LLPN LLPN LLPN LLPN LLPN LLPN WTRO SGUM
DBH of trees im plot 15 15 14 16 18 16 10 SJ 1] 11 2
BA/Tree 1.22J15 1.22J15 1.068984 1.396224 1.167096 1.396224 0.5454 1.576206 1,57620: 0.659934 0.021816
BA/Ac 12.2735 12.2735 10.69984 13.96224 1].6J096 13.96224 5.454 15.76206 15.76206 6.59934 0.21816
Total BA All PIne BA <IO"PIne BA 210"PIne BA All Hardwood BA 210"PIne&Hardwood BA av dbh Pineage+/-60 years.Height 10%1ow 20%mid 70%tall.Density l0%sparse]0%nod 10%desne.Groumdcover 3M1-fli-20%herb 50%woody no fire history
124.6239 117.8064 0 117.8064 6.8175 124.405J4 13.]2]2J2] Groundcoverspecies-Brackenferm(Pteridw-gWmium), DogWOod(Commflmido),Muscadimegrape(Viti-mdifWia)
P
Species LVOK LBPN LBPN LBPN LBPN LBPN LBPN SGUM SGUM SGUM SGUM BGUM WTRO
DBH of trees im plot 14 6 5 2 2 6 8 4 6 5 2 2 13
BA/Tree 1.068984 0.196344 0.13635 0.021816 0.021816 0.196344 0,3490:6 0.087264 0,1963" 0.13635 01021816 0.021816 0,921]26
BA/Ac 30.68984 1.96344 1.3635 0.21836 0.21836 1.96344 3.49056 0.8]264 1.96344 1.3635 0.21836 0.23816 9.21J26
Total BA All PIne BA <IO"PIne BA 210"PIme BA All Hardwood BA 210"PIme&Hardwood BA ave dbh Pineage+/-20 years.Height 10%low 60%mid 30%tall.Density 60%sparse 30%mod10%dense.Groundco-7M leaflitter 30%woody.No fire history
33.76026 9.21726 9.21726 0 24.543 19.9073 S.J69230]] groundcover species-same os trees mken lm sample area.
Species LLPN LLPN LLPN LVOK LVOK TROK TROK TROK TROK TROK TROK TROK
DBH of trees im plot 3 9 6 2 2 2 2 2 2 3 2 2
BA/Tree 0.N9086 0."1774 0,196344 01021816 0,021816 01021816 01021816 0.021816 0.021816 0.049086 0.021816 0.021816
BA/Ac 0.49086 4.41]]4 1.96344 0.21836 0.21836 0.21836 0.21836 0.21836 0.23816 0.49086 0.21816 0.21816
Toll BA All PIne BA <IO"PIme BA 210"PIme BA All Hardwood BA 210"PIne&Hardwood BA av dbh pine age+/-10 years.Height50%low 40%mid 10%tall.Density 20%sparse 70%mod10%dense.Groumdcover]0%Ieaflim,r 10%herb 20%woody.Notre hilly
9.10818 6.87204 6.87204 0 2,23614 0 3.08333333 Groundcoverspecies-Reindeer moss(Cladomw mngifenna),Wire grass(Aristida shicta),Eartern Prickly Pear(Opuntio humifusa)
Species LLPN LLPN LLPN LLPN LLPN LLPN LLPN LLPN LLPN LVOK LVOK LVOK LVOK LVOK LVOK LVOK LVOK LVOK TROK TROK TROK TROK
DBH of trees im plot 6 4 3 2 5 6 3 10 9 3 3 3 2 3 3 3 6 2 3 2 2 2
BA/Tree 0.196344 0.087264 0.N9086 0.021816 0.13635 0.196344 0.049086 0.5454 0.441114 0.049086 0.04Ml6 0.049086 0.021816 0.04Ml6 0.049086 0.049086 0.196344 0.021816 0.0491 0.021816 0,02182 0.02182
BA/Ac 1.96344 0.87264 0.4%186 0.21916 1.3635 1.96344 OAM86 5.454 4.41]J4 0.49086 0.49086 0.49086 0.21916 0.49086 0.49096 0.49086 1.963" 0.21916 0.4909 0.21816 0.21916 0.21816
Total BA All PIne BA <IO"PIme BA 210"PIne BA All Hardwood BA 210"PIne&Hardwood BA ave dbh Pineage+/-25 years.Height 10%1ow 60%mid 30%tall.Density JO%sparse 30%mod.Groundcover 80%leafi-10%herb 10%woody.No fire history
23.7249 11.23464 11.78064 5.454 6,49026 5.454 3.86363636 Groundcoverspecies-Bracken fern(Pteridium aquX ium),Wiregrass(Aristida sWcm)
Species SWBY LLPN LLPN LLPN LLPN LLPN LLPN LLPN LLPN LLPN LLPN
DBH of trees im plot 2 9 8 9 IS 12 8 10 30 12 9
BA/Tree 0.021816 0."1]]4 0.349056 0.441]]4 0,659934 0.185376 0.349056 0.5454 0.5454 0.785376 0.441]]4
BA/Ac 0.21916 4.41774 3.49056 4.41774 6.59934 7.85376 3.49056 SA54 5.454 7.85376 4.41774
T111 BA All PIne BA <IO"PIne BA 210"PIne BA All Hardwood BA 210"PIne&Hardwood BA ave dbh Pineage+/-20 years.Height 50%1ow 10%mid 30%ta11.Density 30%sparse JO%mod.Groundcover 20%1eafi-40%herb 40%woody.No fire history
53.66736 53.4492 20.23434 33.21486 0,21816 33.21486 9.09090909 Groundcoverspecies-Sandmyrtle(KW.wbuxifolia), Wiregrass(Aristida Aicta),Brackenfern(Pteridium aqufmium)
Species LLPN LLPN SWPB 5WPB MAPL MAPL LBBY
DBH of trees im plot 14 12 2 3 2 2 3
BA/Tree 1.068984 0.785376 0,021816 0.049086 0.021816 01021816 01049086
BA/Ac 10.68984 7.85376 0.21816 0.49086 0.21816 0.21816 0.49086
T111 BA All PIne BA <IO"PIme BA 210"PIme BA All Hardwood BA 210"PIne&Hardwood BA ave dbh pine age+/-20 years.Height 10%1ow 10%mid JO%tall.Density mod 20%dense 80%.Groundcover 10%1eaflitter 10%herb 80%woody.Nofire history
20.1J98 18.5436 0 18.5436 1.6362 18.5436 5.4285]143 Groundcoverspecies-WWlina lasmime(Gelsemiumsempervirens)
Species LBPN LBPN LBPN MAPL GLBR GLBR GLBR GLBR GLBR GLBR
DBH of trees im plot 16 IS 13 ] 2 2 2 2 2 2
BA/Tree 1,396224 1.167096 0.921726 0.267246 01021816 0.021816 0.02ISIS 0.021816 0.021816 01021816
BA/Ac 13.96224 17.67096 9.21726 2.67246 0.21816 0.21916 0.21816 0.21816 0.23816 0.21816
T111 BA All PIne BA <IO"PIne BA 210"PIme BA All Hardwood BA 210"PIne&Hardwood BA av dbh Pineage+/-60 years.Height 80%mid 10%tall.Density IN%dense.Groundcover leaflitter 60%40%woody.No fire history
44.83188 40.85046 0 40.85.6 3,98142 40.85.6 6.6 Groundcoverspecies-Swamp Bay(Persea palustris)
Species TROK LVOK LVOK LVOK LVOK LVOK LVOK LVOK LLPN LLPN LLPN LLPN LLPN LLPN
DBH of trees im plot 2 6 3 5 2 4 6 8 8 4 4 3 3 5
WTI- 0.021816 0,196344 0.049086 0.13635 01021816 0,087264 0.196344 0,349056 0,349056 0,087264 0.087264 0.049086 0.04Ml6 0.13635
BA/Ac 0.21916 1.963" 0.49086 1.3635 0.21916 0.872" 1.963" 3.49056 3.49056 0.87264 0.87264 0.49086 0.49086 1.3635
TOGI Basal-1 All PIne BA <IO"Pime BA 210"PIne BA All HaMwoad BA 111"PIme&Hardwood BA av dbh Pineage+/-10 years.Height 10%low JO%mid 10%tall.Density 70%sparse 30%mod.Groundcover leaflitter 30%8areground 20%woody 50%.Nofire history
18.16182 7.58106 7.58106 0 10.58076 0 4.5 Groundcoverspecies-Reindeer moss(Cladonia mngiferina/,Wiregrass WdtidastricW),Muscadine grape(Vitis mtundJolia)

�ENt Ot nfuf►N u,W i
Qpe' � Fa mn-►
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 07, 2022
Project Code: 2022-0061332
Project Name: Long Beach Rd
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 enclosed species list 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.). If your project area
contains suitable habitat for any of the federally-listed species on this species list, the proposed
action has the potential to adversely affect those species. If suitable habitat is present, surveys
should be conducted to determine the species'presence or absence within the project area. The
use of this species list and/or North Carolina Natural Heritage program data should not be
substituted for actual field surveys.
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.
The purpose of the Act is to provide a means whereby threatened and endangered species and the
ecosystems upon which they depend may be conserved. Under sections 7(a)(1) and 7(a)(2) of the
Act and its implementing regulations (50 CFR 402 et seq.), Federal agencies are required to
utilize their authorities to carry out programs for the conservation of threatened and endangered

07/07/2022 2
species and to determine whether projects may affect threatened and endangered species and/or
designated critical habitat.
A Biological Assessment is required for construction projects (or other undertakings having
similar physical impacts)that are major Federal actions significantly affecting the quality of the
human environment as defined in the National Environmental Policy Act(42 U.S.C. 4332(2)
(c)). For projects other than major construction activities, the Service suggests that a biological
evaluation similar to a Biological Assessment be prepared to determine whether the project may
affect listed or proposed species and/or designated or proposed critical habitat. Recommended
contents of a Biological Assessment are described at 50 CFR 402.12.
If a Federal agency determines, based on the Biological Assessment or biological evaluation, that
listed species and/or designated critical habitat may be affected by the proposed project, the
agency is required to consult with the Service pursuant to 50 CFR 402. In addition, the Service
recommends that candidate species, proposed species and proposed critical habitat be addressed
within the consultation. More information on the regulations and procedures for section 7
consultation, including the role of permit or license applicants, can be found in the "Endangered
Species Consultation Handbook" at:
http://www.fws.gov/endangered/esa-library/pdf/TOC-GLOS.PDF
Migratory Birds: In addition to responsibilities to protect threatened and endangered species
under the Endangered Species Act(ESA), there are additional responsibilities under the
Migratory Bird Treaty Act(MBTA) and the Bald and Golden Eagle Protection Act(BGEPA)to
protect native birds from project-related impacts.Any activity, intentional or unintentional,
resulting in take of migratory birds, including eagles, is prohibited unless otherwise permitted by
the U.S. Fish and Wildlife Service (50 C.F.R. Sec. 10.12 and 16 U.S.C. Sec. 668(a)). For more
information regarding these Acts see https://www.fws.gov/birds/policies-and-regulations.php.
The MBTA has no provision for allowing take of migratory birds that may be unintentionally
killed or injured by otherwise lawful activities. It is the responsibility of the project proponent to
comply with these Acts by identifying potential impacts to migratory birds and eagles within
applicable NEPA documents (when there is a federal nexus) or a Bird/Eagle Conservation Plan
(when there is no federal nexus). Proponents should implement conservation measures to avoid
or minimize the production of project-related stressors or minimize the exposure of birds and
their resources to the project-related stressors. For more information on avian stressors and
recommended conservation measures see https://www.fws.gov/birds/bird-enthusiasts/threats-to-
birds.php.
In addition to MBTA and BGEPA, Executive Order 13186: Responsibilities of Federal Agencies
to Protect Migratory Birds, obligates all Federal agencies that engage in or authorize activities
that might affect migratory birds, to minimize those effects and encourage conservation measures
that will improve bird populations. Executive Order 13186 provides for the protection of both
migratory birds and migratory bird habitat. For information regarding the implementation of
Executive Order 13186, please visit https://www.fws.govibirds/policies-and-regulations/
executive-orders/e0-13186.php.

07/07/2022 3
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 Code in the header of
this letter with any request for consultation or correspondence about your project that you submit
to our office.
Attachment(s):
■ Official Species List
• Migratory Birds

07/07/2022 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]

07/07/2022 2
Project Summary
Project Code: 2022-0061332
Event Code: None
Project Name: Long Beach Rd
Project Type: Residential Construction
Project Description: This project is located in Southport, NC and is approximately 80 acres.
Project Location:
Approximate location of the project can be viewed in Google Maps: https://
www.google.com/maps/@33.96481085,-78.03609198450496,14z
CJJNaIc
Counties: Brunswick County, North Carolina

07/07/2022 3
Endangered Species Act Species
There is a total of 15 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.
Mammals
NAME STATUS
Northern Long-eared Bat Myotis septentrionalis Threatened
No critical habitat has been designated for this species.
Species profile:https://ecos.fws.gov/ecp/species/9045
Birds
NAME STATUS
Piping Plover Charadrius melodus Threatened
Population: [Atlantic Coast and Northern Great Plains populations]-Wherever found,except
those areas where listed as 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/6039
Red Knot Calidris canutus rufa Threatened
There is proposed critical habitat for this species.The location of the critical habitat is not
available.
Species profile:https:Hecos.fws.gov/ecp/species/1864
Red-cockaded Woodpecker Picoides borealis Endangered
No critical habitat has been designated for this species.
Species profile:https:Hecos.fws.gov/ecp/species/7614
Wood Stork Mycteria americana Threatened
Population:AL,FL,GA,MS,NC, SC
No critical habitat has been designated for this species.
Species profile:https:Hecos.fws.gov/ecp/species/8477

07/07/2022 4
Reptiles
NAME STATUS
American Alligator Alligator mississippiensis Similarity of
No critical habitat has been designated for this species. Appearance
Species profile:https:Hecos.fws.gov/ecp/species/776 (Threatened)
Green Sea Turtle Chelonia mydas Threatened
Population:North Atlantic DPS
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/6199
Kemp's Ridley Sea Turtle Lepidochelys kempii Endangered
There is proposed critical habitat for this species.The location of the critical habitat is not
available.
Species profile:https:Hecos.fws.gov/ecp/species/5523
Leatherback Sea Turtle Dermochelys coriacea 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/1493
Loggerhead Sea Turtle Caretta caretta Threatened
Population:Northwest Atlantic Ocean DPS
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/1110
Snails
NAME STATUS
Magnificent Ramshorn Planorbella magni fica Candidate
No critical habitat has been designated for this species.
Species profile:https:Hecos.fws.gov/ecp/species/6216
Insects
NAME STATUS
Monarch Butterfly Danaus plexippus Candidate
No critical habitat has been designated for this species.
Species profile:https:Hecos.fws.gov/ecp/species/9743

07/07/2022 5
Flowering Plants
NAME STATUS
Cooley's Meadowrue Thalictrum cooleyi Endangered
No critical habitat has been designated for this species.
Species profile:https:Hecos.fws.gov/ecp/species/3281
Rough-leaved Loosestrife Lysimachia asperulae folio Endangered
No critical habitat has been designated for this species.
Species profile:https:Hecos.fws.gov/ecp/species/2747
Seabeach Amaranth Amaranthus pumilus Threatened
No critical habitat has been designated for this species.
Species profile:https:Hecos.fws.gov/ecp/species/8549
Critical habitats
THERE ARE NO CRITICAL HABITATS WITHIN YOUR PROJECT AREA UNDER THIS OFFICE'S
JURISDICTION.

07/07/2022
Migratory Birds
Certain birds are protected under the Migratory Bird Treaty Act!and the Bald and Golden Eagle
Protection Act2.
Any person or organization who plans or conducts activities that may result in impacts to
migratory birds, eagles, and their habitats should follow appropriate regulations and consider
implementing appropriate conservation measures, as described below.
1. The Migratory Birds Treaty Act of 1918.
2. The Bald and Golden Eagle Protection Act of 1940.
3. 50 C.F.R. Sec. 10.12 and 16 U.S.C. Sec. 668(a)
The birds listed below are birds of particular concern either because they occur on the
USFWS Birds of Conservation Concern (BCC) list or warrant special attention in your
project location.To learn more about the levels of concern for birds on your list and how this
list is generated, see the FAQ below. This is not a list of every bird you may find in this location,
nor a guarantee that every bird on this list will be found in your project area. To see exact
locations of where birders and the general public have sighted birds in and around your project
area, visit the E-bird data mapping tool (Tip: enter your location, desired date range and a species
on your list). For projects that occur off the Atlantic Coast, additional maps and models detailing
the relative occurrence and abundance of bird species on your list are available. Links to
additional information about Atlantic Coast birds, and other important information about your
migratory bird list, including how to properly interpret and use your migratory bird report, can be
found below.
For guidance on when to schedule activities or implement avoidance and minimization measures
to reduce impacts to migratory birds on your list, click on the PROBABILITY OF PRESENCE
SUMMARY at the top of your list to see when these birds are most likely to be present and
breeding in your project area.
BREEDING
NAME SEASON
Bachman's Sparrow Aimophila aestivalis Breeds May 1 to
This is a Bird of Conservation Concern(BCC)throughout its range in the continental USA Sep 30
and Alaska.
htWs:Hecos.fws.gov/ecl2/species/6177
Bald Eagle Haliaeetus leucocephalus Breeds Sep 1 to
This is not a Bird of Conservation Concern(BCC)in this area,but warrants attention Jul 31
because of the Eagle Act or for potential susceptibilities in offshore areas from certain types
of development or activities.
htWs:Hecos.fws.gov/ecp/species/1626

07/07/2022 2
BREEDING
NAME SEASON
Kentucky Warbler Oporornis formosus Breeds Apr 20
This is a Bird of Conservation Concern(BCC)throughout its range in the continental USA to Aug 20
and Alaska.
Lesser Yellowlegs Tringa flavipes Breeds
This is a Bird of Conservation Concern(BCC)throughout its range in the continental USA elsewhere
and Alaska.
hlWs://ecos.fws.gov/ecp/species/9679
Prairie Warbler Dendroica discolor Breeds May 1 to
This is a Bird of Conservation Concern(BCC)throughout its range in the continental USA Jul 31
and Alaska.
Prothonotary Warbler Protonotaria citrea Breeds Apr 1 to
This is a Bird of Conservation Concern(BCC)throughout its range in the continental USA Jul 31
and Alaska.
Red-headed Woodpecker Melanerpes erythrocephalus Breeds May 10
This is a Bird of Conservation Concern(BCC)throughout its range in the continental USA to Sep 10
and Alaska.
Rusty Blackbird Euphagus carolinus Breeds
This is a Bird of Conservation Concern(BCC)only in particular Bird Conservation Regions elsewhere
(BCRs)in the continental USA
Probability Of Presence Summary
The graphs below provide our best understanding of when birds of concern are most likely to be
present in your project area. This information can be used to tailor and schedule your project
activities to avoid or minimize impacts to birds. Please make sure you read and understand the
FAQ "Proper Interpretation and Use of Your Migratory Bird Report" before using or attempting
to interpret this report.
Probability of Presence (■)
Each green bar represents the bird's relative probability of presence in the 10km grid cell(s) your
project overlaps during a particular week of the year. (A year is represented as 12 4-week
months.)A taller bar indicates a higher probability of species presence. The survey effort(see
below) can be used to establish a level of confidence in the presence score. One can have higher
confidence in the presence score if the corresponding survey effort is also high.
How is the probability of presence score calculated?The calculation is done in three steps:
1. The probability of presence for each week is calculated as the number of survey events in
the week where the species was detected divided by the total number of survey events for
that week. For example, if in week 12 there were 20 survey events and the Spotted Towhee
was found in 5 of them, the probability of presence of the Spotted Towhee in week 12 is
0.25.

07/07/2022 3
2. To properly present the pattern of presence across the year, the relative probability of
presence is calculated. This is the probability of presence divided by the maximum
probability of presence across all weeks. For example, imagine the probability of presence
in week 20 for the Spotted Towhee is 0.05, and that the probability of presence at week 12
(0.25) is the maximum of any week of the year. The relative probability of presence on
week 12 is 0.25/0.25 = 1; at week 20 it is 0.05/0.25 = 0.2.
3. The relative probability of presence calculated in the previous step undergoes a statistical
conversion so that all possible values fall between 0 and 10, inclusive. This is the
probability of presence score.
Breeding Season ( )
Yellow bars denote a very liberal estimate of the time-frame inside which the bird breeds across
its entire range. If there are no yellow bars shown for a bird, it does not breed in your project
area.
Survey Effort (1)
Vertical black lines superimposed on probability of presence bars indicate the number of surveys
performed for that species in the 10km grid cell(s) your project area overlaps. The number of
surveys is expressed as a range, for example, 33 to 64 surveys.
No Data (—)
A week is marked as having no data if there were no survey events for that week.
Survey Timeframe
Surveys from only the last 10 years are used in order to ensure delivery of currently relevant
information. The exception to this is areas off the Atlantic coast, where bird returns are based on
all years of available data, since data in these areas is currently much more sparse.
probability of presence breeding season I survey effort —no data
SPECIES JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
Sparrow
BCC Rangewide ++�— ---- +„ IIII IIII IIII IIII IIII ———-
-——-
---+
(CON)
Bald Eagle
VulnerableKentucky Warbl IIII IIII IIII IIII IIII IIII IIII ��++ IIII IIII IIII IIII
BCC Rangewideer
:I ���� OEM 11111114- _++- ---- __-- __-+
(CON)
Lesser Yellowlegs
BCC Rangewide ++�— ---- ++' ++++ ++++ +++— ��++ —++— ———— ———— ---+
(CON)
Prairie Warbler ++­ ---- -4- �i 111 11 --++ -11- ---- ---- ---+

07/07/2022 4
BCC Rangewide
(CON)
Prothonotary pill
1" pill
1111
rtrt
Warbler +�—+ ++-- ---- ++ —++— ---- ---- ---+
BCC Rangewide
(CON)
Red-headed —� 711111, ' '
Woodpecker 1�—+ ++�— ---- +,+ +�,+ +,++ ++ -- ---- ---
BCC Rangewide
(CON)
Rusty Blackbird —+ 14 — ---- +++ ++++ ++++ +++— —++ —++— ———— ———— ---+
BCC-BCR
Additional information can be found using the following links:
■ Birds of Conservation Concern https://www.fws.gov/program/migratory-birds/species
■ Measures for avoiding and minimizing impacts to birds https://www.fws.gov/librgy/
collections/avoiding-and-minimizing-incidental-take-migratory
• Nationwide conservation measures for birds https://www.fws.gov/sites/default/files/
documents/nationwide-standard-conservation-measures.pdf
Migratory Birds FAQ
Tell me more about conservation measures I can implement to avoid or minimize impacts
to migratory birds.
Nationwide Conservation Measures describes measures that can help avoid and minimize
impacts to all birds at any location year round. Implementation of these measures is particularly
important when birds are most likely to occur in the project area. When birds may be breeding in
the area, identifying the locations of any active nests and avoiding their destruction is a very
helpful impact minimization measure. To see when birds are most likely to occur and be breeding
in your project area, view the Probability of Presence Summary. Additional measures or permits
may be advisable depending on the type of activity you are conducting and the type of
infrastructure or bird species present on your project site.
What does IPaC use to generate the migratory birds potentially occurring in my specified
location?
The Migratory Bird Resource List is comprised of USFWS Birds of Conservation Concern
BCC and other species that may warrant special attention in your project location.
The migratory bird list generated for your project is derived from data provided by the Avian
Knowledge Network (AKN). The AKN data is based on a growing collection of survey, banding,
and citizen science datasets and is queried and filtered to return a list of those birds reported as
occurring in the 10km grid cell(s)which your project intersects, and that have been identified as
warranting special attention because they are a BCC species in that area, an eagle (Eagle Act
requirements may apply), or a species that has a particular vulnerability to offshore activities or
development.

07/07/2022 5
Again, the Migratory Bird Resource list includes only a subset of birds that may occur in your
project area. It is not representative of all birds that may occur in your project area. To get a list
of all birds potentially present in your project area, please visit the AKN Phenology Tool.
What does IPaC use to generate the probability of presence graphs for the migratory birds
potentially occurring in my specified location?
The probability of presence graphs associated with your migratory bird list are based on data
provided by the Avian Knowledge Network(AKN). This data is derived from a growing
collection of survey, banding, and citizen science datasets .
Probability of presence data is continuously being updated as new and better information
becomes available. To learn more about how the probability of presence graphs are produced and
how to interpret them, go the Probability of Presence Summary and then click on the "Tell me
about these graphs" link.
How do I know if a bird is breeding, wintering, migrating or present year-round in my
project area?
To see what part of a particular bird's range your project area falls within (i.e. breeding,
wintering, migrating or year-round), you may refer to the following resources: The Cornell Lab
of Ornithology All About Birds Bird Guide, or (if you are unsuccessful in locating the bird of
interest there), the Cornell Lab of Ornithology Neotropical Birds guide. If a bird on your
migratory bird species list has a breeding season associated with it, if that bird does occur in your
project area, there may be nests present at some point within the timeframe specified. If "Breeds
elsewhere" is indicated, then the bird likely does not breed in your project area.
What are the levels of concern for migratory birds?
Migratory birds delivered through IPaC fall into the following distinct categories of concern:
1. "BCC Rangewide" birds are Birds of Conservation Concern (BCC)that are of concern
throughout their range anywhere within the USA(including Hawaii, the Pacific Islands,
Puerto Rico, and the Virgin Islands);
2. "BCC - BCR" birds are BCCs that are of concern only in particular Bird Conservation
Regions (BCRs) in the continental USA; and
3. "Non-BCC -Vulnerable" birds are not BCC species in your project area, but appear on
your list either because of the Eagle Act requirements (for eagles) or(for non-eagles)
potential susceptibilities in offshore areas from certain types of development or activities
(e.g. offshore energy development or longline fishing).
Although it is important to try to avoid and minimize impacts to all birds, efforts should be made,
in particular, to avoid and minimize impacts to the birds on this list, especially eagles and BCC
species of rangewide concern. For more information on conservation measures you can
implement to help avoid and minimize migratory bird impacts and requirements for eagles,
please see the FAQs for these topics.
Details about birds that are potentially affected by offshore projects
For additional details about the relative occurrence and abundance of both individual bird species
and groups of bird species within your project area off the Atlantic Coast, please visit the
Northeast Ocean Data Portal. The Portal also offers data and information about other taxa besides

07/07/2022 6
birds that may be helpful to you in your project review.Alternately, you may download the bird
model results files underlying the portal maps through the NOAA NCCOS Integrative Statistical
Modeling and Predictive Mapping of Marine Bird Distributions and Abundance on the Atlantic
Outer Continental Shelf project webpage.
Bird tracking data can also provide additional details about occurrence and habitat use
throughout the year, including migration. Models relying on survey data may not include this
information. For additional information on marine bird tracking data, see the Diving Bird Study
and the nanotag studies or contact Caleb Spiegel or Pam Lorin.
What if I have eagles on my list?
If your project has the potential to disturb or kill eagles, you may need to obtain a permit to avoid
violating the Eagle Act should such impacts occur.
Proper Interpretation and Use of Your Migratory Bird Report
The migratory bird list generated is not a list of all birds in your project area, only a subset of
birds of priority concern. To learn more about how your list is generated, and see options for
identifying what other birds may be in your project area, please see the FAQ "What does IPaC
use to generate the migratory birds potentially occurring in my specified location". Please be
aware this report provides the "probability of presence" of birds within the 10 km grid cell(s)that
overlap your project; not your exact project footprint. On the graphs provided, please also look
carefully at the survey effort (indicated by the black vertical bar) and for the existence of the "no
data" indicator (a red horizontal bar).A high survey effort is the key component. If the survey
effort is high, then the probability of presence score can be viewed as more dependable. In
contrast, a low survey effort bar or no data bar means a lack of data and, therefore, a lack of
certainty about presence of the species. This list is not perfect; it is simply a starting point for
identifying what birds of concern have the potential to be in your project area, when they might
be there, and if they might be breeding (which means nests might be present). The list helps you
know what to look for to confirm presence, and helps guide you in knowing when to implement
conservation measures to avoid or minimize potential impacts from your project activities,
should presence be confirmed. To learn more about conservation measures, visit the FAQ "Tell
me about conservation measures I can implement to avoid or minimize impacts to migratory
birds" at the bottom of your migratory bird trust resources page.

07/07/2022 7
IPaC User Contact Information
Agency: Soil &Environmental Consultants, PA
Name: Mason Montgomery
Address: 8412 Falls of Neuse Road
Address Line 2: Suite 104
City: Raleigh
State: NC
Zip: 27615
Email [e-mail]
Phone: [phone]

Roy Cooper,Governor
n^■ NC DEPARTMENT OF D.Reid Wilson,Secretary
■■ ■� NATURAL AND CULTURAL RESOURCES
■ ■■■ Misty Buchanan
Deputy Director,Natural Heritage Program
N C N H DE-18554
July 7, 2022
Robert Zarzecki
Soil & Environmental Consultants, PA
8412 Falls of Neuse Road, Suite 104
Raleigh, NC 27615
RE: Long Beach Rd; 15147.W2
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 ney.butler(o-)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
Long Beach Rd
Project No. 15147.W2
July 7, 2022
NCNHDE-18554
Element Occurrences Documented Within Project Area
Taxonomic EO ID Scientific Na n Name LaMmw Element Accuracy Federal State Global State
Group Observation Occurrence Status Status Rank Rank
Date Rank
Natural 12390 Pond Pine Woodland --- 2020-11-19 B 2-High --- --- G3 S3
Community (Typic Subtype)
Natural 2428 Sandy Pine Savanna --- 2020-11-19 B 3-Medium --- --- G1 S1
Community (Rush Featherling
Subtype)
Natural 9347 Sandy Pine Savanna --- 2020-11-19 B 3-Medium --- --- G3 S1
Community (Typic Subtype)
Natural 30411 Wet Pine Flatwoods --- 2019-05-27 B 3-Medium --- --- G2? S1
Community (Sand Myrtle Subtype)
Natural 13502 Wet Pine Flatwoods --- 2019-05-27 B 3-Medium --- --- G3 S3
Community (Typic Subtype)
Natural Areas Documented Within Project Area
Site Name Representational Rating Collective Rating
Boiling Spring Lakes Wetland Complex R1 (Exceptional) C1 (Exceptional)
No Managed Areas Documented within the Project Area
Definitions and an explanation of status designations and codes can be found at httrJs://ncnhde.natureserve.or./C� help. Data query generated on July 7,2022;source: NCNHP, Q1,April 2022. 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 6

Natural Heritage Element Occurrences, Natural Areas, and Managed Areas Within a One-mile Radius of the Project Area
Long Beach Rd
Project No. 15147.W2
July 7, 2022
NCNHDE-18554
Element Occurrences Documented Within a One-mile Radius of the Project Area
Taxonomic EO ID Scientific NamAll
Common Name Last Element Accuracy Federal State Global State
Group Observation Occurrence Status Status Rank Rank
m- � & Date 0 Rank �I
Bird 37936 Passerina ciris Painted Bunting 2017-05-13 AB 3-Medium --- Special 05 S2B
Concern
Bird 37918 Peucaea aestivalis Bachman's Sparrow 2017-04-21 E 2-High --- Special G3 S3B,S2
Concern N
Bird 11348 Picoides borealis Red-cockaded 2021 E 3-Medium Endangered Endangered G3 S2
Woodpecker
Dragonfly or 33738 Somatochlora Coppery Emerald 2004-Pre H? 5-Very --- Significantly G3G4 S1?
Damselfly georgiana Low Rare
Freshwater Fish32328 Enneacanthus obesus Banded Sunfish 1962-06-15 H 3-Medium --- Significantly G5 S3
Rare
Freshwater Fish32339 Enneacanthus obesus Banded Sunfish 1967-06-28 H 3-Medium --- Significantly G5 S3
Rare
Natural 10208 High Pocosin --- 2008-05-30 A 2-High --- --- G3 S3S4
Community (Evergreen Subtype)
Natural 12390 Pond Pine Woodland --- 2020-11-19 B 2-High --- --- G3 S3
Community (Typic Subtype)
Natural 2428 Sandy Pine Savanna --- 2020-11-19 B 3-Medium --- --- G1 S1
Community (Rush Featherling
Subtype)
Natural 9347 Sandy Pine Savanna --- 2020-11-19 B 3-Medium --- --- G3 S1
Community (Typic Subtype)
Natural 30411 Wet Pine Flatwoods --- 2019-05-27 B 3-Medium --- --- G2? S1
Community (Sand Myrtle Subtype)
Natural 13502 Wet Pine Flatwoods --- 2019-05-27 B 3-Medium --- --- G3 S3
Community (Typic Subtype)
Reptile 3970 Alligator American Alligator 2018-02-26 E 4-Low Threatened Threatened G5 S3
mississippiensis Similar
Appearance
Reptile 35530 Ophisaurus attenuatus Slender Glass Lizard 1952-05-22 H 4-Low --- Significantly G5 Sl
Rare
Page 3 of 6

Element Occurrences Documented Within a One-mile Radius of the Project Area
Taxonomic EO ID Scientific Name Common Name Element Accuracy Federal State Global State
Group 2 Observation Occurrence Status Status Rank Rank
Date Rank
J
Reptile 37428 Ophisaurus mimicus Mimic Glass Lizard 1955-10-01 H 3-Medium --- Special G3 S1
Concern
Reptile 37536 Pituophis Northern Pinesnake 1975-04-27 H 4-Low --- Threatened G4T4 S2
melanoleucus
melanoleucus
Reptile 1758 Sistrurus miliarius Carolina Pigmy 1977-10 H 4-Low --- Special G5T4T S2
miliarius Rattlesnake Concern 5
Vascular Plant 13540 Amorpha confusa Savanna Indigo-bush 1963-07-10 F 4-Low --- Threatened G3T3 S3
Vascular Plant 9017 Asclepias pedicellata Savanna Milkweed 1952-08-24 H 4-Low --- Special G4 S3
Concern
Vulnerable
Vascular Plant 10181 Dionaea muscipula Venus Flytrap 1981 F 4-Low --- Threatened G2 S2
Vascular Plant 18409 Dionaea muscipula Venus Flytrap 1981 F 3-Medium --- Threatened G2 S2
Vascular Plant 24540 Dionaea muscipula Venus Flytrap 2020-06-16 D 3-Medium --- Threatened G2 S2
Vascular Plant 2422 Drosera filiformis Threadleaf Sundew 1975-06 F 5-Very --- Special G4 S2
Low Concern
Vulnerable
Vascular Plant 1705 Lechea torreyi var. Torrey's Pinweed 1979-10-13 H 4-Low --- Endangered G4TN Sl
congesta R
Vascular Plant 23518 Lysimachia Rough-leaf Loosestrife 2012-06-26 A? 2-High Endangered Endangered G3 S3
asperulifolia
Vascular Plant 18755 Rhynchospora Coastal Beaksedge 1949-06 H 4-Low --- Threatened G2G3 S2
pleiantha
Vascular Plant 15636 Scleria verticillata Savanna Nutrush 1933-10-08 H 5-Very --- Significantly G5 S2
Low Rare
Peripheral
Natural Areas Documented Within a One-mile Radius of the Project Area
i e Name epresentational Rating Collective Rating
Boiling Spring Lakes Wetland Complex Rl (Exceptional) Cl (Exceptional)
No Managed Areas are Documented Within a One-mile Radius of the Project Area
Definitions and an explanation of status designations and codes can be found at https://ncnhde.natureserve.org/help. Data query generated on July 7,2022;source: NCNHP, Q1,April 2022. Please
Page 4 of 6

resubmit your information request if more than one year elapses before project initiation as new information is continually added to the NCNHP database.
Page 5of6

NCNHDE-18554.- Long Beach Rd
Noncy,
Creek
olvale
i
S `
v
N �
� C
� F
P r
p° Smlthviile
Township
District Park
h
46)T uthport.54PPly k �56 ft
eK m — d SE 87
i�
H rh �
C
p and Run
a°j 0.3 0.6 1.2 Miles
July 7.2022
NHP Natural Area (NHNA)
Buffered Project Boundary
Pro ect Bounds Sources Esn Ai us DS USGS NGA NASA CGIAR N Robinson NCEAS
J ry NHS OS, NNIA Geodatastyrelsen Rqkswaterstaal GSA Geoland FEMA
Intermap and the GIS user community
Sources Esn, HERE. Garman FAO, NOAA, USGS. C OpenSlreetMap
contributors.and the GIS User Cornmunrty
Page 6 of 6

Species Conclusions Table
Project Name: Long Beach Road
Date: July 29,2022
-Species/Resource Name Conclusion ESA Section 7/Ea le Act Determination Notes/Documentation
Piping Plover No suitable habitat present No effect Preliminary habitat survey completed by S&EC
(Charadrius melodus) staffon July 20,2022.
Red Knot No suitable habitat present No effect Preliminary habitat survey completed by S&EC
(Calidris canutus nila) staffon July 20,2022.
Red-cockaded Woodpecker Nhy affect,not likely to adversely affect Foraging habitat survey completed by S&EC
(Picoides borealis) Foraging habitat present staffon July 20,2022.
Wood Stork No suitable habitat present No effect Preliminary habitat survey completed by S&EC
(4cteria americana) staffon July 20,2022.
American Alligator Suitable habitat present, No effect Preliminary habitat survey completed by S&EC
(Alligator mississippiensis) species not present staffon July 20,2022.
Green Sea Turtle No suitable habitat present No effect Preliminary habitat survey completed by S&EC
(CheIonia mydas) staffon July 20,2022.
Kemp's Ridley Sea Turtle No suitable habitat present No effect Preliminary habitat survey completed by S&EC
(Lepidochelys kempir) staffon July 20,2022.
Leatherback Sea Turtle No suitable habitat present No effect Preliminary habitat survey completed by S&EC
(Dermochelys coriacea) staffort July 20,2022.
Loggerhead Sea Turtle No suitable habitat present No effect Preliminary habitat survey completed by S&EC
(Caretta caretta) staff on July 20,2022.
Cooley's NbadownJe Suitable habitat present, No effect PrehatinaryhabitatsurveyconpfeceabysaiEcstaffonJuty20,
(Thalictrum cooleyi) species not present 2022.Please note this survey may have been completed at the
end of the survey window(Mid June-Early July).
Rough-leaved Loosestrife Suitable habitat present, No effect Preliminary habitat survey completed by S&EC
(Lysimachia aspendaefolia) species not present staffort July 20,2022.
Seabeach Amaranth Suitable habitat present, No effect Preliminary habitat survey completed by S8EC
(Amaranthus pumrilus) species not present staffort July 20,2022.
Bald Eagle Unlikely to disturb nesting No Eagle Act permit required Preliminary habitat survey completed by S8EC
Haliaeetus leucocephalus Bald Eagles staffon July 20,2022.

Northern Long-eared Bat Suitable habitat present, Nhy affect,not likely to adversely affect Preliminary habitat survey completed by S&EC
Myotis septentrionalis species not present staff on July 20,2022.Relying upon the
findings ofthe 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.
Critical Habitat No critical habitat present No effect
AclmovAedgement: 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.
Nbson Nbntizomery/Environmental Scientist,Wetlands Department at S&EC,PA J111y 29,2022
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: J u ly 29, 2022
Self-Certification Letter
Project Name Long Beach Road
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

*C�Zoom to
Canyons&Seamounts HAPC � X
Site Name Summer Flounder SAV
Species Summer Flounder
Habitat Submerged Aquatic Vegetation
Fishery Management Plan
L nk to Fishery Management Plen
L nk to Federal Regulation
Data Caveat Due to the dynamic nature of
submerged aquatic vegetation
end the differences in local
mapping,detailed region-wide
maooina of this HAPC is not

Appendix F

Path:\\timmons.com\TGFS\900\805\47274-Southport Meadows\GIS\47274-Permit-VIC.mxd
N
s
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j z
♦ m
Site Limits 0 &
�•4
A
El
❑
M
soar
yp�RT. �
'F
� y0
t`Ut:hiri`�tt`iF'eF � -
01010
Jf i
Site limits are approximate.
Topographic imagery from USGS. p,;,.e
0 2,000 4,000 6,000 8,000
Feet 7q1?8FH7oWra�c
SOUTHPORT MEADOWS TIMMONS GROUP ••'�
BRUNSWICK COUNTY,NORTH CAROLINA •
FIGURE 1:VICINITY MAP YOUR VISION ACHIEVED THROUGH OURS. •
TIMMONS GROUP JOB NUMBER:47274 U.S.G.S.QUADRANGLE(S):SOUTHPORT
PROJECT STUDY LIMITS:175.3 ACRES DATE(S):2019
LATITUDE:33.963038 WATERSHED(S):LOWER CAPE FEAR(CAPE FEAR RIVER BASIN)
LONGITUDE:-78.038765 HYDROLOGIC UNIT CODE(S):03030005
These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever,inclusive,but not
limited to construction,bidding,and/or construction staking without the express written consent of TIMMONS GROUP.

OBIECTID Id Site ID Status Local Statt HD status Site Name Descriptio Notes Internal Year NR Year SL Year DOE Year Lands Year Su—NR nomim DOE Repoi County Quad Narr Township Density Location Photo Link Spatial Aa Latitude Longitude Year Surve x y
117684 0 BW0237 SLD None None Smithville c.1825 log house 1994 Brunswick Southport Smithville L Nearjct of http://images.archive 33.95132 -78.042 -8687594 4022268
136999 0 BW0552 SO None None Bethel Bar c.1880-2010 Brunswick Southport Smithville L E side BeO http://images.archive 33.96677 -78.0198 -8685126 4024342

Appendix G

DocuSign Envelope ID:810037EE-96E6-499F-A294-BD6E30E631 E1
F�„STATE a
ROY COOPER
Governor
ELIZABETH S.BISER a2
Secretary `�QUIM
RICHARD E.ROGERS,JR. NORTH CAROLINA
Director Environmental Quality
October 7, 2022
DWR#20221081
Brunswick County
Pulte Group
Attn: Chris Raughley
1225 Crescent Green Drive
Cary, NC 27511
Subject: Approval of Individual 401 Water Quality Certification
Southport Meadows Subdivision
USACE Action ID. No. SAW-2022-00375
Dear Mr. Raughley:
Attached hereto is a copy of Certification No. WQC005238 issued to Chris Raughley and the Pulte Group,
dated October 7, 2022. 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.
North Carolina Department of Environmental Quality I Division of Water Resources
127 Cardinal Drive Ext. I Wilmington,North Carolink 28405
mbw-i o�,0,i.n
910.796.7215

DocuSign Envelope ID:810037EE-96E6-499F-A294-BD6E30E631El Southport Meadows
DWR#20221081
Individual Certification#WQC005238
Page 2 of 15
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.
If you are unable to comply with any of the conditions of this Water Quality Certification you must notify
the Wilmington 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 Wilmington 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
http://www.ncoah.com/or by calling the OAH Clerk's Office at [phone].
A party filing a Petition must serve a copy of the Petition on:
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 Holley Snider at 910-796-7303 or [e-mail] if you have any
questions or concerns.
Sincerely, DocuSigned by:
EKAEMBAIIACIE)CIM...
bMUA
Morella Sanchez-King
Regional Operations Supervisor
Division of Water Resources
Electronic cc: Nick Tudor, consultant
Gary Beecher, USACE Wilmington Regulatory Field Office
Todd Bowers, EPA
DWR 401 & Buffer Permitting Branch Electronic file
North Carolina Department of Environmental Quality I Division of Water Resources
512 North Salisbury Street 1 1617 Mail Service Center I Raleigh,North Carolina 27699-1617
D�Pa nt f--n—e 1 Q�ai\ r 919.707.9000

DocuSign Envelope ID:810037EE-96E6-499F-A294-BD6E30E631El Southport Meadows
DWR#20221081
Individual Certification#WQC005238
Page 3 of 15
Filename: 20221081_Southport Meadows_IWQC_BrunsCo_Oct.22
North Carolina Department of Environmental Quality I Division of Water Resources
512 North Salisbury Street 1 1617 Mail Service Center I Raleigh,North Carolina 27699-1617
o�Panm�m� ,o�memai oai\ r 919.707.9000

DocuSign Envelope ID:810037EE-96E6-499F-A294-BD6E30E631El Southport Meadows
DWR#20221081
Individual Certification#WQC005238
Page 4 of 15
NORTH CAROLINA 401 WATER QUALITY CERTIFICATION
CERTIFICATION #WQC005238 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 02H .0500
and 15A NCAC 02B .0200,to Chris Raughley and the Pulte Group, who have authorization for the impacts
listed below, as described within your application received by the N.C. Division of Water Resources
(Division) on August 10, 2022 and by Public Notice issued by the Division on August 14, 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 Approved Plan Location or
(units) Permanent (units)Temporary Reference
404/401 Wetlands
Roadway Fill 0.252 acres N/A Project narrative
Grading& Filling N/A 0.023 acres And
Perennial Stream Impacts Drawing Sheets CWI-
Culverts and rip rap 286 linear feet N/A 1.0 thru CWI-1.8
Rip-rap- No loss 86 linear feet N/A dated August 1,
Sewer pipe and Force Main N/A 36 linear feet 2022
This approval requires you to follow the conditions listed in the certification below.
CONDITIONS OF CERTIFICATION [15A NCAC 02H .0507(c)]:
1. 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.
2. 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)
�Alr_
North Carolina Department of Environmental Quality I Division of Water Resources
NCR-11 C 512 North Salisbury Street 1 1617 Mail Service Center I Raleigh,North Carolina 27699-1617
oeynmem of emimnmenm ouai;X�� 919.707.9000

DocuSign Envelope ID:810037EE-96E6-499F-A294-BD6E30E631El Southport Meadows
DWR#20221081
Individual Certification#WQC005238
Page 5 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 of standards
or would result in secondary or cumulative impacts.
3. Deed notifications or similar mechanisms shall be placed on all lots/parcels with retained
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 of standards
or would result in secondary or cumulative impacts.
4. 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)
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.
�Alr_
North Carolina Department of Environmental Quality I Division of Water Resources
NCR-1 C 512 North Salisbury Street 1 1617 Mail Service Center I Raleigh,North Carolina 27699-1617
oeynmem of emimnmenm ouai;X�� 919.707.9000

DocuSign Envelope ID:810037EE-96E6-499F-A294-BD6E30E631El Southport Meadows
DWR#20221081
Individual Certification#WQC005238
Page 6 of 15
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 of standards 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 of standards 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 of standards 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
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.A section and plan view diagram is attached for the
anti-seep collars.
�Alr_
North Carolina Department of Environmental Quality I Division of Water Resources
NCR-1 C 512 North Salisbury Street 1 1617 Mail Service Center I Raleigh,North Carolina 27699-1617
oeynmem of emimnmenm ouai;X�� 919.707.9000

DocuSign Envelope ID:810037EE-96E6-499F-A294-BD6E30E631El Southport Meadows
DWR#20221081
Individual Certification#WQC005238
Page 7 of 15
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 of standards 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 of standards or would result in secondary or cumulative impacts.
5. The permittee shall report to the DWR Wilmington 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)
Justification: Timely reporting of non-compliance is important in identifying 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.
6. 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).
�Alr_
North Carolina Department of Environmental Quality I Division of Water Resources
NCR-1 C 512 North Salisbury Street 1 1617 Mail Service Center I Raleigh,North Carolina 27699-1617
oeynmem of emimnmenm ouai;X�� 919.707.9000

DocuSign Envelope ID:810037EE-96E6-499F-A294-BD6E30E631El Southport Meadows
DWR#20221081
Individual Certification#WQC005238
Page 8 of 15
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.
7. 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.
If the project occurs in waters or watersheds classified as Primary Nursery Areas (PNAs), SA, WS-
I, WS-II, High Quality Waters (HQW), or Outstanding Resource Waters (ORW),then the
sedimentation and erosion control designs shall comply with the requirements set forth in 15A
NCAC 0413 .0124, Design Standards in Sensitive Watersheds.
Citation: 15A NCAC 02H.0506(b);15A NCAC 02H.0507(c);15A NCACO28.0200;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,
�Alr_
North Carolina Department of Environmental Quality I Division of Water Resources
NCR-11 C 512 North Salisbury Street 1 1617 Mail Service Center I Raleigh,North Carolina 27699-1617
oeynmem of emimnmenm ouai;�\� 919.707.9000

DocuSign Envelope ID:810037EE-96E6-499F-A294-BD6E30E631El Southport Meadows
DWR#20221081
Individual Certification#WQC005238
Page 9 of 15
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.
8. 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 028.0200;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.
9. 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 of standards, or would
result in secondary or cumulative impacts.
10. If the project is covered by NPDES Construction Stormwater Permit Number NCGO10000 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.
�Alr_
North Carolina Department of Environmental Quality I Division of Water Resources
NCR-1 C 512 North Salisbury Street 1 1617 Mail Service Center I Raleigh,North Carolina 27699-1617
oeynmem of emimnmenm ouai;�\� 919.707.9000

DocuSign Envelope ID:810037EE-96E6-499F-A294-BD6E30E631El Southport Meadows
DWR#20221081
Individual Certification#WQC005238
Page 10 of 15
Citation: 15A NCAC 02H.0506(b); 15A NCAC 02H.0507(c);15A NCAC 028.0200;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.
11. 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 028.0200
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.
12. 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
precludes any best use on a short-term or long-term basis. Ensuring that in-stream structures
�Alr_
North Carolina Department of Environmental Quality I Division of Water Resources
NCR-1 C 512 North Salisbury Street 1 1617 Mail Service Center I Raleigh,North Carolina 27699-1617
oeynmem of emimnmenm ouai;�\� 919.707.9000

DocuSign Envelope ID:810037EE-96E6-499F-A294-BD6E30E631El Southport Meadows
DWR#20221081
Individual Certification#WQC005238
Page 11 of 15
are installed properly will ensure that surface water quality standards are met and conditions of
waters are suitable for all best uses.
13. 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)
�Alr_
North Carolina Department of Environmental Quality I Division of Water Resources
NCR-1 C 512 North Salisbury Street 1 1617 Mail Service Center I Raleigh,North Carolina 27699-1617
oeynmem of emimnmenm ouai;X�� 919.707.9000

DocuSign Envelope ID:810037EE-96E6-499F-A294-BD6E30E631El Southport Meadows
DWR#20221081
Individual Certification#WQC005238
Page 12 of 15
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.
14. 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: 15A 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.
15. 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: 15A 02H.0506(b); 15A NCAC 02H.0507(c);15A NCAC 028.0200;15A NCAC 028.0231
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.
16. 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: 15A NCAC 02H.0506(b);15A NCAC 02H.0507(c)
�Alr_
North Carolina Department of Environmental Quality I Division of Water Resources
NCR-1 C 512 North Salisbury Street 1 1617 Mail Service Center I Raleigh,North Carolina 27699-1617
oeynmem of emimnmenm ouai;X�� 919.707.9000

DocuSign Envelope ID:810037EE-96E6-499F-A294-BD6E30E631El Southport Meadows
DWR#20221081
Individual Certification#WQC005238
Page 13 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. Protections are necessary to ensure any
remaining surface waters or wetlands, and any surface waters or wetlands downstream,
continue to support existing uses after project completion.
17. 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.
18. 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.
19. 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.
�Alr_
North Carolina Department of Environmental Quality I Division of Water Resources
NCR-1 C 512 North Salisbury Street 1 1617 Mail Service Center I Raleigh,North Carolina 27699-1617
oeynmem of emimnmenm ouai;�\� 919.707.9000

DocuSign Envelope ID:810037EE-96E6-499F-A294-BD6E30E631El Southport Meadows
DWR#20221081
Individual Certification#WQC005238
Page 14 of 15
20. 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
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 028.0200;15A NCAC 028
.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.
21. 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 028.0231
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.
22. 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.
�Alr_
North Carolina Department of Environmental Quality I Division of Water Resources
NCR-11 C 512 North Salisbury Street 1 1617 Mail Service Center I Raleigh,North Carolina 27699-1617
oeynmem of emimnmenm ouai;�\� 919.707.9000

DocuSign Envelope ID:810037EE-96E6-499F-A294-BD6E30E631El Southport Meadows
DWR#20221081
Individual Certification#WQC005238
Page 15 of 15
23. 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)
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. The permittee shall require its contractors and/or agents to comply with the terms and
conditions of this certification 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 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 October 2022
E1&A
DocuSigned by:
bVti,�.a
E3ABA14AC7DC434...
Morella Sanchez-King
Regional Operations Supervisor
Division of Water Resources
MSK/hs
North Carolina Department of Environmental Quality I Division of Water Resources
512 North Salisbury Street 1 1617 Mail Service Center I Raleigh,North Carolina 27699-1617
o�Panm�m ,o�memai oai\ r 919.707.9000

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW-2022-00375 County: Brunswick County U.S.G.S.Quad: Southport
GENERAL PERMIT (REGIONAL AND NATIONWIDE)VERIFICATION
Permittee: Chris Raughlev
Pulte Group
Address: 1225 Crescent Green Drive
Cary,NC 27511
Telephone Number: [phone]
E-mail Address: chris.raughleyna pulte$!roup.com
Size(acres) 160.39 acres Nearest Town Southport,NC
Nearest Waterway Dutchman Creek River Basin Cape Fear
USGS HUC 03030005 Coordinates Latitude: 33.963038
Longitude:-78.038765
Location description: This project(Southport Meadows)is located on Long Beach Road in Southport,Brunswick County,NC.
(Parcel ID: 209817019039)
Description of projects area and activity: This project will use a NWP 29 to permanently impact 0.252 acres of 404 wetlands and
temporarily impact 0.023 acres of 404 wetlands for a road crossing and for site development.This project will also
permanently impact 372 LF of Jurisdictional stream and 36 LF of temporary stream impacts for road crossings.There will
also be 0.01 acres of temporary impact to a Jurisdictional Open Water Ditch for the installation of a sewer force main pipe.
Temporary impacts will be returned to a natural state and seeded with a wetland mix once the permitted work has been
completed.
To offset the permanent 0.25-acre wetland impact and 372 LF stream impact,mitigation credits will be purchased from the
Lower Cape Fear Umbrella Mitigation Bank.Mitigation will not be required for the Open Water ditch impacts.
Applicable Law: ® Section 404(Clean Water Act,33 USC 1344)
❑ Section 10(Rivers and Harbors Act,33 USC 403)
Authorization: Regional General Permit Number and/or Nationwide Permit Number: 29 Residential Development
SEE ATTACHED RGP or 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 and your submitted application and attached information dated December 27,2022.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.

SAW-2022-00375
For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area Management Act (CAMA),
prior to beginning work you must contact the N.C.Division of Coastal Management in Wilmington,NC.
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 Gary Beecher at(910)251-4694 or Gary.H.Beecher(a,usace.army.mil.
Corps Regulatory Official: aw'w 611 �ee�iP/ Date: December 27,2022
Expiration Date of Verification: NWP T9 wil expire on March 15,2026
A.Determination of Jurisdiction:
1. ❑ There are waters,including wetlands, on the above described project area that may be subject to Section 404 of the Clean
Water Act(CWA)(33 USC § 1344)and/or Section 10 of the Rivers and Harbors Act(RHA)(33 USC §403). 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. Please note,if work is authorized by either a general or nationwide permit,and you wish to request an appeal of an
approved JD,the appeal must be received by the Corps and the appeal process concluded prior to the commencement of any
work in waters of the United States and prior to any work that could alter the hydrology of waters of the United States.
2. ❑ There are Navigable Waters of the United States within the above described project area 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 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.
3. ❑ There are waters,including wetlands, within the above described project area that are 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.
4. ❑ A jurisdiction determination was not completed with this request. Therefore,this is not an appealable action. However,you
may request an approved JD,which is an appealable action,by contacting the Corps for further instruction.
5. ® The aquatic resources within the above described project area have been identified under a previous action. Please
reference the approved jurisdictional determination.Action ID: SAW-2022-00375 issued on July 28,2022.
B. Basis For Jurisdictional Determination: SAW-2022-00375 PJD issued on July 28,2022
C.Remarks: A desk top review was conducted on this Pre-Construction Notice(PCN)Application using information
obtained from the consultant(Timmons Group)and from previous Corps actions on this site.(SAW-2022-00375 PJD)
D. 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.
E.Appeals Information for Approved Jurisdiction Determinations (as indicated in A2 and A3 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

SAW-2022-01799
South Atlantic Division
Attn: Philip Shannin,Appeal Review Officer
60 Forsyth Street SW,Room 1OM15
Atlanta,Georgia 30303-8801
Phone: [phone]
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 N/A.
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:
Gary Beecher
Date of JD: Expiration Date of JD:
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we
continue to do so,please complete our Customer Satisfaction Survey,located online at
hqp:Hcop2smgpu.usace.army.mil/cm_apex/f?p=136 A:0.
Copy furnished via e-mail to:
Owner:
Bruce Cameron
Cameron Properties Timber Company,LLC
PO Box 3649
Wilmington,NC 28406
[phone]
Consultant:
Nick Tudor
Timmons Group
5410 Trinity Road
Raleigh,NC 27607
[phone]
nick.tudor(&timmons.com

SAW-2022-00375
SPECIAL CONDITIONS
1. Erosion Control: The permittee shall employ all sedimentation and erosion control measures
necessary to prevent an increase in sedimentation or turbidity within waters and wetlands outside
the permit area. This shall include, but is not limited to, the immediate installation of silt fencing
or similar appropriate devices around all areas subject to soil disturbance or the movement of
earthen fill, and the immediate stabilization of all disturbed areas. Additionally, the project must
remain in full compliance with all aspects of the Sedimentation Pollution Control Act of 1973
(North Carolina General Statutes Chapter I I3A Article 4).
2. Work Limits: All work authorized by this permit shall be performed in strict compliance with the
attached permit plans dated December 27, 2022, which are a part of this permit. The Permittee
shall ensure that the construction design plans for this project do not deviate from the permit plans
attached to this authorization. Any modification to the attached permit plans must be approved by
the U.S. Army Corps of Engineers (Corps)prior to any active construction in waters or wetlands.
3. Mitigation: In order to compensate for impacts associated with this permit, mitigation shall be
provided in accordance with the provisions outlined on the most recent version of the attached
Compensatory Mitigation Responsibility Transfer Form. The requirements of this form, including
any special conditions listed on the form, are hereby incorporated as special conditions of this
permit authorization.

Action ID Number: SAW-2022-00375 County: Brunswick County
Permittee: Chris Raughly (The Pulte Group)
Project Name: Southport Meadows
Date Verification Issued: December 27, 2022
Project Manager: Gary Beecher
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: Gary Beecher
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

Path:Y:\805\47274-Southport Meadows\GIS\47274-Permit-VIC.mxd
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SOUTHPORT MEADOWS TIMMONS GROUP ••'�
BRUNSWICK COUNTY,NORTH CAROLINA •
FIGURE 1:VICINITY MAP YOUR VISION ACHIEVED THROUGH OURS. •
TIMMONS GROUP JOB NUMBER:47274 U.S.G.S.QUADRANGLE(S):SOUTHPORT
PROJECT STUDY LIMITS:175.3 ACRES DATE(S):2019
LATITUDE:33.963038 WATERSHED(S):LOWER CAPE FEAR(CAPE FEAR RIVER BASIN)
LONGITUDE:-78.038765 HYDROLOGIC UNIT CODE(S):03030005
These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever,inclusive,but not
limited to construction,bidding,and/or construction staking without the express written consent of TIMMONS GROUP.

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NOTES:
1. BOUNDARY INFORMATION TAKEN FROM ALTA a
SURVEY BY HANOVER DESIGN SERVICES, P.A. Sheet List Table
DATE
DATED FEBRUARY 1, 2022. sheet Sheet Title o Number e/1/2022
2. TOPOGRAPHIC INFORMATION TAKEN FROM DRAWN BY
CWI-1.0 COVER SHEET
BRUNSWICK COUNTY GIS. 331
CWI-1.1 EXISTING CONDITIONS DESIGNED BY
3. ENVIRONMENTAL INFORMATION TAKEN BY SITE - CWI-1.2 OVERALL ENVIRONMENTAL IMPACT 331
SOUTHERN ENVIRONMENTAL GROUP (SEGI) �toowye CWI-1.3 WETLAND,STREAM AND RELATIVELY PERMANENT WATER IMPACTS TABLE •• E-ED BY
DATED DECEMBER 23, 2021. 805
CWI-1.4 DITCHED PERENNIAL STREAM IMPACT 1 PLAN&PROFILE
4. THE SUBJECT PROPERTY IS LOCATED IN ZONE X CWI-1.5 DITCHED PERENNIAL STREAM IMPACT 2 PLAN&PROFILE • ASSHOWN
AND AE IN ACCORDANCE WITH FIRM MAP
NUMBERS 3720209700K, 3720208700K AND CWI-1.6 DITCHED PERENNIAL STREAM IMPACT 3&RPW IMPACT 1 PLAN&PROFILE
3720209800K WITH AN EFFECTIVE DATE OF SOJ lJ CWI-1.7 PERENNIAL STREAM 1 AND WETLAND IMPACTS 1 &2 PLAN&PROFILE
> "p°rtsu M CWI-1.8 NOTES AND DETAILS
AUGUST 28, 2018. °p"xnsf � y °O
5. ALL CONSTRUCTION SHALL BE IN ACCORDANCE '" ,, ss Q _
N f
WITH BRUNSWICK COUNTY AND NCDOT z -
STANDARDS, SPECIFICATIONS, AND DETAILS.
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SITE DATA TABLE: 0 3
t TOTAL AREA: 160.39 ACRES _
w TOTAL WETLANDS:87.01 ACRES(3,790,007 SF) 0 3
TOTAL PROPOSED IMPERVIOUS:40.56 ACRES(25.29%) _
D TOTAL LINEAR FEET OF DITCHES: 186.75 LF -_
�
TOTAL LINEAR FEET OF PERENNIAL STREAMS:4,395.67 LF v
TOTAL LINEAR FEET OF DITCHED PERENNIAL STREAMS:2,516.22 LF
TOTAL LINEAR FEET OF RELATIVELY PERMANENT WATERS: 1,974.47 LF
Know what's below.
g —JOE No
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——————— RELATIVELY PERMANENT WATERS
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Contractor will follow the following construction OPO \ / � 0 u
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sequence: �D��� ������� �� DRAW"BY
331
Contractor shall notify the Brunswick County / C� W W DESIGNED BY
, \1' I \1' I \1' : �/
Planning Department 48-hours in advance of W W W W W O w W w WW
`�' y' `�' y' `�' y' V WETLANDS E- 331
y' `I' y' •rr CHECKED BY
start of work during a period of time with no WETLANDS C o W w 805
rain in the forecast. ��� � SCALE
Prior to start of work, contractor shall have all \ • "-300'
90
materials and equipment on-site. For utility ��W� •�
crossings with casings, the carrier pipe shall be Y �W�w�W� �w� •
installed within the casing pipe prior to any wwWW% ww
open cut activities. WETLANDS D
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RELATIVELY
• Contractor shall install a temporary coffer dam �- �W w W jw W w W
W PERMANENT w W w W
on the upstream side of the proposed crossingIN DITCHED PERENNIAL STREAM 1 WATERS 1
and pump water around the open cut area to
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rn the downstream side. - �� �, U) €
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° Contractor shall place the culvert or utility �"� � � � �, � �
o
casing with carrier pipe at elevations shown on �� ��" O z
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m the approved plans and backfill in accordance
3 w w w w w w w w w w w y w w w y w� w w w
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W Contractor shall restore channel and stabilize / K o
any disturbance within24-hours of start of . . . . . . . . � � � � � � � � � � � � � � � � � � � � � � �
U work. w .v . . . . w . . . . . . . . . . . . . . . . . e%° — ���// z
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• Contractor shall restore wetland areas with °° e � U Ova
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temporary impact or permanent conversion to °� \ d U
�✓ .v �✓ .v w .v w �✓ .v �✓ .v �✓ .v w �✓ .v �✓ .v �✓ w �✓ �✓ �✓ �✓ �✓ �✓ �✓ �✓ �✓ �✓ w �✓ �✓
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impact to pre-construction contours, and plant ° Zom
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an appropriate wetland or riparian seed mix. °� <O m E
iPERENNIAL STREAM 2 -i- -i- . . . . . . . . . �% °°�-
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PERMANENT` °°� �� <� o�
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w WATI RS L �
a TOTAL AREA: 160.39 ACRES '46obYA -_
x TOTAL WETLANDS:87.01 ACRES(3,790,007 SF)
w 88 �,
TOTAL PROPOSED IMPERVIOUS:40.56 ACRES 25.29% °
TOTAL LINEAR FEET OF DITCHES: 186.75 LF y 1
TOTAL LINEAR FEET OF PERENNIAL STREAMS:4,395.67 LF ��� �
°
9 TOTAL LINEAR FEET OF DITCHED PERENNIAL STREAMS:2,516.22 LF o ° A� ELOO ZONE W 'sw w o� ° °° °°w°° w��
TOTAL LINEAR FEET OF RELATIVELY PERMANENT WATERS: 1,974.47 LF ��°�°� °'� T} .� �
w w ww w wa e� °°�✓° w v �✓ w �✓ w �✓ w w �✓ w �✓ w �✓ �w �✓ �✓ �✓ 5.° °�✓ w
w w .v w �vs �% o°°�%°�w �✓ w �✓ v .v �✓ .v �✓ .v w �✓ .v �✓ .v �% �✓ �✓ �✓ °°�✓ .v
J, ��, J, �°° JOB NO. n
N
J, W W W W W W W W W W W W W W W W W W W W W W W°d, W
r A� �LG w PEf�$f�l�L 47274
ZONE X R�.CAM �� �✓ w �✓ .v�yrim� �/ �✓ �✓ �✓ .v w ° °°�' y' 8
,, ,, �+ v ; „ ,, ,, vb° @,° SHEET N°. _
tea ° FQ �°
CWI 1.1 d.E

w w w w w w M
v, �✓ w .I, �✓ .I, �✓ .I, �✓ w .I, �✓ .I, �✓ .I, w w .I, �✓ .I, �✓ .I, �. �✓ v, w �✓ .i, w �✓ w �✓ �✓� w `°R
W W W W W W W W W W W W W W W W W W W
Z
SCALE 1"-300'
¢U E
�✓ �✓ ✓ �✓ �✓ �✓ �✓ �✓ �✓ ✓ �✓ �✓ �✓ �✓ / �✓ �✓ �✓ �✓ W �✓ W �--� w a E
0 300' 600' y
2, 2, ,
�✓ �✓ �✓ w / �✓ .v �✓ 1 0 3 F',6
° o � o
Contractor will follow the following construction sequence: W w w W w W1 w w W w �` t ' ° 0 3 .o
� 2 20
� � � � � � -✓ 27 3 3 3 3 ; 3 \ 9 9
w 97 ~ o� o_ 2z
• Contractor shall notify the Brunswick County Planning = o
w W w w W w W w v/W W 3 32 q 4 4 \ 9 g WETLANDS IMPACT 1 I _
Department 48-hours in advance of start of work during 4
+ �� �i� � 3 4 4 1
� � � � � � � � � � � � \J DITCHED
a period of time with no rain in the forecast. w w w PERENNIAL 2
• �.I, .I, .I,�.I,�.I,�.I,�.I,� STREAM IMPACT 1
Prior to start of work contractor shall have all materials 2 2
,52
and equipment on-site. For utility crossings with 109 °
151 =J
casings the carrier pipe shall be installed within the ������ 110 ,8, ,80 PERENNIAL o
' r w W�✓W w W�✓ 111 183 182 ,79 178 ,77 ,76 ,50 v, STREAM' ww
casing pipe prior to any open cut activities. �� IMPACTI,
- „13 105 tao
• Contractor shall install a temporary coffer dam on the 3 ,Oq - - - 50'STATE
tug VEGETATIVE BUFFER
y w �✓ w �✓ w w � �✓ � ttq �
upstream side of the proposed crossing and pump water
�� n6 101 tj° 171 17z 173 ,74 , 147 w � � � � in
around the open cut area to the downstream side. „7 ,°° t85 75 >
- �✓ �✓ �✓ �✓ �✓ �✓Syr n8 30'COUNTY .v c DATE
Contractor shall lace the culvert or utility casing with• 186 / RIPARIAN BUFFER ° 8/1/2022
p Y g `�' `�' `�' `�' WETLANDS IMPACT 2
W 99 t53 145
carrier pipe at elevations shown on the approved plans , �� 187 DRAWN BY
� � �✓ � �✓ .� � w � �✓ 84 98 I � �✓ �✓ �
and backfill in accordance with Brunswick County W W W \ w \ 169 ,54 'qq --- 331
;v �✓ z y �✓ 188 w �✓ w �✓
.I, .I, .I, .I, .I, .I, J 97 DESIGNED BY
specifications. y w w 3 V/ , 83 t68 155 '43
�✓ �✓ �✓ V 8z 96 i89 16 1 w �✓ .v �✓ �� 331
• Contractor shall restore channel and stabilize any W W w W 81 7 156 4� w W
95 g 7 6 5 4 80 85 DITCHED 0 CHECKED BY
disturbance within 24-hours of start of work. 79 PERENNIALk 91 t8 w �W • 805
9 86 STREAM 5 / 140 •
• Contractor shall restore wetland areas with temporary i
1" Y t110 78 � IMPACT2 SCALE
12 Li 1 1 16q 157 i 139 �' ----- 1"=300'
impact or permanent conversion to impact to ,3 1NN
d 48 gg 9 163 v, �✓ ,�
d pre-construction contours, and plant an appropriate / ,5'q 45 4 \ �' 8g \�9� ° i58 / i;8
M i6 1 1 159 i 137 „ �✓ �✓ �✓- w �✓
wetland or riparian seed mix. ,7 / 44 ,bz w
T LEGEND i8 q,4�3 49 7 30'COUNTY g1 to
ty � b RIPARIAN BUFFER
x1° 0 50 75 50'STATE 90 122
4
23 2 9 51 74 VEGETATIVE BUFFER \ 12j i 134 y,w, vy, v,
00 o s c o c FLOOD ZONE �5z4 37 52 73 t33 +
04 — FLOODWAY / 2 536 w W w W w 53 Sq 55 72 71 RIPARIAN BUFFER t 2 w Ww� "_
30'COUNTY
o /.ice, �✓ .i, v, �✓ w �✓ 56 \ tat 3 �✓
N — PROPERTY LINE 33
ao w v, w v, v, w v, w v, W v, v, W 57 69 i RELATIVELY\ 13U �✓ �✓ w
0) ———- — EXISTING EASEMENT , 2 w w w w 58 PERMANENT \ 7�9 / V s
° O
° DITCH 29 �w w ...
w .i, w w .i, w .i, w .i, w 59 WATERS w > e
° .I, .I, .I, .I, .I, .I, .I, .I, .I, .I, .I, .I, .� .\ 60 \ IMPACT 1 \ 728 .� .� .�
a — DITCHED PERENNIAL STREAM
we° ��w 61 w .i, w .i, O ¢ U
0- PERENNIAL STREAM s w w�� ��w w w w w w w w w w w w w w . \\ , ✓ w w ------ Z_ U
27 ye
62 /j✓ .I, .I, y- .I, y- .I, J Q ?
0 a
3 — RELATIVELY PERMANENT WATERS 63 \ \ �� < `
a w w ww�✓ w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w Q ¢
6q \ LU H L
Q WETLANDS 65 w --- J
SITE DATA TABLE m
Z
w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w 67 �/ Z W
TOTAL AREA: 160.39 ACRES68
U Z v
"M TOTAL WETLANDS:87.01 ACRES(3,790,007 SF) 50,STATE . . . . . . . . . . . . . . . . . . . . . . O
°�
o ,I,°�, °v, v, v, .VEGETATIVE BUFFER v, v, v, v, v, v, v, v, v, v, v, v, v, v, v, v, v, v, v, v, v, v, v, v, v, v, v, v, DITCHED v' s?"
c TOTAL PROPOSED IMPERVIOUS:40.56 ACRES(25.29/D) ,°o � y v v .
.
.
w . .✓ . .✓ . .✓ w P °�° Z o
TOTAL LINEAR FEET OF DITCHES: 186.75 LF 'srREAM
w v.RIPARIAN BUFFER J/ J� J J� J� J� J J� J� J� J J� J� J� J J� °�'°; J' °I' Z
TOTAL LINEAR FEET OF PERENNIAL STREAMS:4,395.67 LF °� IMPACT �_, m w Es
TOTAL LINEAR FEET OF DITCHED PERENNIAL STREAMS:2,516.22 LF d
�7� y �� °ems
J� � 0 8
TOTAL LINEAR FEET OF RELATIVELY PERMANENT WATERS: 1,974.47 LF � �'�°a �e8$ X °w°°� . . . . . . . . . . . . . . .
„3
ZONE X °8
w w w 5A° .✓ w .✓ s e°.✓ .✓ .v .✓ .✓ .✓ w° °w ".e°°°°°°°°° v .✓ .v°.v W a
°.I� J� .P° .I� J� °.I� J�� .I� J� W�°J� J� O 'S 5
x
T.WETLAND&DITCH IMPACT LEGEND:
uJ .✓ w w �.✓ w .a°wo Yee rw� w a .✓ .✓ °° .✓ ve°. .i, "s°
w w w w w e °w w w �w w v%.w w .✓ w �°�'.°w°°.✓ ° .✓ aey 2�
PERMANENT WETLANDS-LIGHT GREEN
TEMPORARY WETLANDS-YELLOW
°°s•°° w w w w w w �° w w w �Af FLOG ZONE o o v2
o PERMANENT DITCHED PERENNIAL STREAM-CYAN
0 PERMANENT DITCHED PERENNIAL STREAM-NO LOSS-PURPLE w �-�-.° �°°moo �0°A/ E 2
R TEMPORARY DITCHED PERENNIAL STREAM-PINK `� °i *
� -
� PERMANENT PERENNIAL STREAM-ORANGE i .i, i �, i w i �, �;i� �i .i, �, .i, �, �, .i, �, .i, �, .i, �, �, �, i i i �, .i,°� .i, 1osNo.
e� o.o eoe�eo A� FLL� 95 �. w w Te
N ZONE X 47274 o y
PERMANENT PERENNIAL STREAM-NO LOSS-DARK GREEN
AYE
n TEMPORARY RELATIVELY PERMANENT WATERS-RED SHEET NO.
CWI-1.2
r E

0
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4 U Z E
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WETLAND,STREAM AND RELATIVELY PERMANENT WATER IMPACTS o
WETLAND IMPACT DITCHED PERENNIAL STREAM IMPACT PERENNIAL STREAM IMPACT RELATIVELY PERMANENT WATERS IMPACT DATE
MAP IMPACT NUMBER IMPACT SPECIFICATION o 81112022
SHEET PERMANENT TEMPORARY ENT TEMPORARY PERMANENT DRAWN BY
(SF) (AC) (SF) (AC) (LF) (SF) (AC) (LF) (SF) (AC) (11) (SF) (AC) (LF) ISPi IACI (LF� iSF� �FC;i �LF;i �SF� (AC) 331
CWI-1.4 DITCHED PERENNIAL STREAM I PROPOSED ROADWAY FILL - - - - 83.91 1,007.33 0.0231 - - - - - - - - - - - - - - - • DESIGNED BY
CWI-1.4 DITCHED PERENNIAL STREAM 1 PROPOSED RIPRAP - - - - 10.60 127.20 0.0029 39.40 472.80 0.0109 - - - - - - - - - - - - • 331
CWI-1.5 DITCHED PERENNIALSTREAM 2 PROPOSED ROADWAY FILL - - - - 72.30 578.40 0.0133 - - - - - - - - - - - - - - - • CHECKED BY
CWI-1.5 DITCHED PERENNIALSTREAM 2 PROPOSED RIPRAP - - - - 11.05 88.40 0.0020 38.95 311.60 0.0072 - - - - - - - - - - - - • 805
CWI-1.6 DITCHED PERENNIALSTREAM 3 SANITARYSEWER PIPEAND FORCEMAIN PIPE - - - - - - - - - - 35.87 143.48 0.0033 - - - - - - - - - • • SCALE
m
CWI-1.6 RELATIVELY PERMANENT WATERS 1 SANITARY SEWER PIPE AND FORCEMAIN PIPE - - - - - - - - - - - - - - - - - - - 51.39 205.55 0.0047 AS SHOWN
CWI-1.7 PERENNIAL STREAM I PROPOSED ROADWAY FILL - - - - - - - - - - - - - 66.00 264.00 0.0061 - - - - - -
m
0_ CWI-1.7 PERENNIAL STREAM 1 PROPOSED RIPRAP - - - - - - - - - - - - - 41.93 167.72 0.0039 8.07 32.28 0.0007 - - -
m W
c CWI-1.7 WETLAND PROPOSED ROADWAY FILL&TEMPORARY CONSTRUCTION IMPACT 10,113.54 0.2322 926.98 0.0213 J- - - - - - - - - - - - - - - - - -
co
j, CWI-1.7 WETLAND 1 PROPOSED RIPRAP 800.36 0.0184
CWI-1.7 WETLAND PROPOSED ROADWAY FILL&TEMPORARY CONSTRUCTION IMPACT 64.41 0.0015 70.20 0.0016 - - - - - - - - - - - - - - - - - - --
IL TOTAL 10,978.31 0.2520 997.18 0.0229 177.86 1,801.33 0.0414 78.35 784.40 0.0180 35.87 143.49 0.0033 107.93 431.72 0.0099 8.07 32.28 0.0007 51.39 205.55 0.0047
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47274 q
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SHEET NO.
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CWI-1.3 €E

DITCHED PERENNIAL STREAM IMPACT 1 WETLAND&DITCH IMPACT LEGEND:
PERMANENT DITCHED PERENNIAL STREAM-CYAN o
Contractor will follow the following construction PERMANENT DITCHED PERENNIAL STREAM-NO LOSS-PURPLE _ g
sequence: a W z o
Contractor shall notify the Brunswick County LL E
O
Planning Department 48-hours in advance of a z 3
start of work during a period of time with no
229 rain in the forecast.
3� ) EX Prior to start of work contractor shall have a a
DITCHED PERENNIAL
1 \ 0 3 S^0 E
STREAM IMPACT 1 \ \ all materials and equipment on-site. For � i
utility crossings with casings,the carrier pipe
HEADWALL 1A PERMANENT FOR o U
� \ r \ PROPOSED ROAD 228 \ shall be installed within the casing pipe prior SCALE 1"=50'
(83.91 LF/1007.33 SF/ to any open cut activities. 0
\ 0.0231 AC) \ Contractor shall install a temporary coffer
106 ` 6'Hx10'W� \ dam on the upstream side of the proposed 0 50' 100'
REINFORCED DITCHED PERENNIAL STREAM crossing and pump water around the open LEGEND y \ c CONCRETE DUAL . IMPACT 1 cut area to the downstream side. oi
/ BOX CULVERT PERMANENT FOR RIPRAP . Contractor shall place the culvert or utility
107 , (10.60 LF/127.20 SF/0.0029 AC) casing with carrier pipe at elevations shown PROPERTY LINE
\ / on the approved plans and backfill in ———————— EXISTING EASEMENT o
\ } HEADWALL 1 B ' accordance with Brunswick County -- DITCH w
LLJ � DD
_ specifications. — 1 — — a
-108 \\ ) — DITCHED PERENNIAL STREAM M o
• Contractor shall restore channel and o
/ — PERENNIAL STREAM
\ ° - _--- DITCHED PERENNIAL STREAM stabilize any disturbance within 24-hours of ______ 0 DATE
— RELATIVELY PERMANENT WATERS z o
\ a \ IMPACT 1 start of work. 81112022
109 1� ' � � = - PERMANENT-NO LOSS 0 Contractor shall restore wetland areas with .t, .y WETLANDS DRAWN BY
\� \\\ FOR RIPRAP KEYED INTO EX. temporary impact or permanent conversion 331
\ \C k \\\� _- _ \% GROUND to impact to pre-construction contours,and DESIGNED BY
\ I \ 1 '�'. �S (39.40 LF/472.80 SF/0.0109 AC) plant an appropriate wetland or riparian 33i
m N, -a seed mix. Know what's below.
i CHECKED BY
Call before you dig. 805
\ // e/ / _( V J '�\ , \ • • SCALE
AS SHOWN
•
DITCHED PERENNIAL STREAM IMPACT #1 PROFILE �•
40 40 40 40
a
PROPOSED
GRADE
IL
35 35 PROPOSED PROPOSED
21.5" GRADE GRADE w
O
N 8 LF @ .51% 35 35 35 35 (n a
EXISTING O °-6
GROUND D AL BOX ULVERT 0 Q
0
30 -======- 30 -
W =
------ -- Of
/ ------------ 30 30 30 30 ° Q
a
PROPOSED EXISTING EXISTING p~C 3
6'Hx10'WDUAL GROUND PROPOSED GROUND O o 2:
6'Hx10'W DUAL � Q o°
BOX CULVERT BOX CULVERT a W vN
25 — 39.4'PERMANENT-NO LOSS 25 L= z
ti 10.6'PERMANENTIMPACT L = V)
FOR CLASS 1 OUTLET IMPACT FOR CLASS 1 E 2
m OUTLET PROTECTION KEYED Z D
a PROTECTION m J =v
E INTO EXISTING GROUND 25 25 25 25 O Q o c
L1'MIN.OF THE CULVERT DIA ETER — z L
BELOW DITCH ELEVATION 5 O z z
FILL WITH EXCAVATED NATURAL BED C14
x MATERIAL Cvj N Cn
co ch w
Q a3
N
No o0 � � �� � LO � ' � o � CO
U
N rn w M Lq r` v
N N M o N N M o 0 o N N N o o N N 0 -0+50 0+00 1+00 -0+50 0+00 1+00 o Ea
PROFILE SCALE co CY)
50 HEADWALL 1 A PROFILE HEADWALL 1 B PROFILE OBND.
N HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' 47274
0+00 0+50 1+00 1+50 2+00 2+40 VERT SCALE: 1"=5' VERT SCALE: 1"=5' snEETNO.
M
CWI-1.4

DITCHED PERENNIAL STREAM IMPACT 2 DITCHED PERENNIAL STREAM IMPACT #2 PROFILE WETLAND&DITCH IMPACT LEGEND:
1.
v \ t t 13.13'PERMANENT IMPACT PERMANENT DITCHED PERENNIAL STREAM-CYAN w E
G \\\1�x�� r \191� 30 EXISTING FOR CULVERT INVERT 30 0 PERMANENT DITCHED PERENNIAL STREAM-NO LOSS-PURPLE ,W Z
GROUND PROP SED o LL s` E
11�� — P GRAD ao�_
/In 4 �, I,3�\ 11.05PERMANENT HEADWALL 2A LEGEND aF� 3
9- 14.6" 66 LF @ IMPACT FOR CLASS 1
OUTLET z
0 �s� 6
1 ~ x 2. O% PROTECTION PROPERTY LINE c,�o� o
I DITCHED PERENNIAL -------- EXISTING EASEMENT o3No
STREAM IMPACT 2 25 PROPOSED 25 -- DITCH ~ w
DITCHED PERMANENT FOR 6'Hx10'W D 38.95'PERMANENT- _ z
PERENNIAL /PROPOSED ROAD A B X CULVERT NO LOSS IMPACT DITCHED PERENNIAL STREAM �
STREAM IMPACT 2 (72.30 LF/578.40 SF/ 3� / — w
— — — PERENNIAL STREAM
PERMANENT FOR FOR CLASS 1 ______
RIPRAP., 0.0133 AC) \ 1 OUTLET - RELATIVELY PERMANENT WATERS
(11.05 LF/88.40 SF/ ' ' �� PROTECTION KEYED
0.0020AC) 6Hx10W �L WETLANDS
REINFORCED INTO EXISTING
- r k CONCRETE DUAL 20 = __ __ GROUND 20
7�0 / BOX CULVERT ° - --- 00
\
ETER
\ Z SCALE 1"=50 t
HEAD WALL2B / l , Know whars bekou a o
DITCHED PERENNIAL 1 _ �� sir 1' MIN. OF THE CULVERT DIA Call befam ym dig.
STREAM IMPACT 2 a >
PERMANENT-NO LOSS _ BELOW DITCH ELEVATION
�x , I / 0 50' 100' 1ATE
vC FOR RIPRAP KEYED /l 15 ILL WITH EXCAVATED NA
8 7 L _ 1 , 15 8�1�21)22
� INTO EX.GROUND � Y
(38.95 LF/311.60 SF/ •'�\ f \\ / 14 MATERIAL 14 DRAWN BY
0.0072 AC) \t` \ t _�J�! z 331
i
• DESIGNED BY
NN c0 � ao � c0 � r" °' c000 M� � ma' 35 35 � 331
N M (1'� Oq O O P IR `6 U� 0i ~ • CHECKED BY
N `n co N � N � N � � °O PCT)
N N CV CV CV CV r 805
• • SCALE
PROPOSED ASSHOWN
Contractor will follow the following construction GRADE
sequence: •
Contractor shall notify the Brunswick County 35 35 30 30
Z_
Planning Department 48-hours in advance of
start of work during a period of time with no -
rain in the forecast. u'
J
In Pi to start of work, contractor shall have all PROPOSEDD J_
N materials and equipment on-site. For utility GRADE
crossings with casings, the carrier pipe shall be 30 30 25 25
installed within the casing pipe prior to any a
open cut activities. O Z Q
z Contractor shall install a temporary coffer dam I� 0 J
EXISTING ,2 a
on the upstream side of the proposed crossing EXISTING Q U r� -
and pump water around the open cut area to I GROUND �—GROUND W
the downstream side. 25 25 20 20 0 Z Q
• Contractor shall place the culvert or utility z g
casing with carrier pipe at elevations shown PROPOSED , 5 0 ° v
M on the approved plans and backfill in 6'x10'DUAL BOX
PROPOSED LU
accordance with Brunswick County CULVERT 6'x10'DUAL = LU
y specifications. BOX CULVERTZ
• Contractor shall restore channel and stabilize m J
any disturbance within 24-hours of start of 20 20 15 15 Q o
work. 0 O V7 z o v
Contractor shall restore wetland areas with 0 50 0 LU
temporary impactor permanent conversion to ` co LO w
x o PROFILE SCALE N a yr
w impact to pre-construction contours, and plant M co N N
z an appropriate wetland or riparian seed mix. w
-0+50 0+00 1+00 -0+50 0+00 1+00 o E a
.E
HEADWALL 2A PROFILE HEADWALL 2B PROFILE DBND
HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' 47274
M VERT SCALE: 1"=5' VERT SCALE: 1"=5' SHEET NO.
M
CWI 1.5
F L

DITCHED PERENNIAL STREAM IMPACT 3 RELATIVELY PERMANENT WATERS IMPACT 1
RELATIVELY PERMANENT o
ED
WATERS IMPACT 1 W z o
/ \ IL2� �' / TEMPORARY FOR SANITARY g B o E
\I�N �\ / 1 —3 \�\ WETLAND&DITCH IMPACT LEGEND: LL E
/ / .✓ - AND FORCEMAIN PIPES \ a o - 3
\ 0 /1;�� \ I I (51.39 LF/205.55 SF/0.0047 AC) \ \ _ TEMPORARY DITCHED PERENNIAL STREAM -PINK o 3
\ \ 1 VARIABLE WIDTH
�I Sk
'�)1� VARIABLE WIDTH 1_19- SANITARY EASEMENT .......: TEMPORARY RELATIVELY PERMANENT WATERS-RED o o
SANITARY EASEMENT77
DITCHED PERENNIAL STREAM / 1 `j r
IMPACT 3 , 0 �. \' ( / o
TEMPORARY FOR SANITARY l // \ C / 1 w
c" `. AND FORCEMAIN PIPES 5 i L
111(35.87 LF/143.48 SF/0.0033 AC) \ / \\ \ �, LEGEND
rl 1// PROPERTY LINE
---- 10t ---- EXISTING EASEMENT
r \
N ,,� 1 IC DITCH
A� / 1l — DITCHED PERENNIAL STREAM
/✓ — - � , — , — PERENNIAL STREAM a
`c Q F
SCALE 1"=50' SCALE 1"=50' 35 35 — RELATIVELY PERMANENT WATERS s
PROPOSED WETLANDS 1. "ATE
o 81112022
0 50' 100' 0 50' 100' M HADE Do DRAWN BY
TOP 27.49 Q 331
z
N V IN 14.62 DESIGNED BY
25 25 INV OUT 14.52 •� 331
30 30 Contractor will follow the following construction : 8°5 CHECKED BY
sequence: •
EXISTING . Contractor shall notify the Brunswick County • AS SHOWN
GROUND Planning Department 48-hours in advance of start •
of work during a period of time with no rain in the
0 20 EXISTING forecast. w
IL GROUND
25 0 Prior to start of work, contractor shall have all U_
\ ' materials and equipment on-site. For utility
crossings with casings, the carrier pipe shall be 0
9'pipe prior to an installed within the casin a o z
y en
P a v
N cut activities. a
20 Contractor shall install a temporary coffer dam on O
the upstream side of the proposed crossing and O a a
pump water around the open cut area to the 0 0 �_ E
311 LF downstream side. Q
3 8" PVC Contractor shall place the culvert or utility casing LLJ
Of
10 @ 0.40/° 10 PROPOSED SDR-18 with carrier pipe at elevations shown on theczs
C900 PVC FORCEMAIN
15 approved plans and backfill in accordance with
PROPOSED Brunswick County specifications. o 3
SDR-18 C900 Contractor shall restore channel and stabilize any a
PVC FORCEMAIN �31LF disturbance within 24-hours of start of work. _ a a
8 PVC Contractor shall restore wetland areas with Z w °
m � Ev
0.40% ED ,
5 5 5 @ temporary impact or permanent conversion to O J a
10 10 impact to pre-construction contours, and plant an
appropriate wetland or riparian seed mix. 0
w
5
w a� oho co co N C M N � w
X Q) t6 f d e
Q o3
rn cfl N M � vv rn Cyv = j
r N cV N N tV 7 cV � u,
0 (7 N N U =
N N N N v
0+00 0+83.49 0 50 0
PROFILE SCALE
> DITCHED PERENNIAL STREAM IMPACT 3 PROFILE 0+00 1+001+18.98 0
Know what's below.
JOB NO.
N HORIZ SCALE: 1"=50' RPW IMPACT 1 PROFILE o 50 Call before youdl% 47274 E E
VERT SCALE: 1"=5' HORIZ SCALE: 1"=50' PROFILE SCALE
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VERT SCALE: 1"=5' .6 v E

PERENNIAL STREAM IMPACT 1 AND WETLAND IMPACT 1 WETLAND&DITCH IMPACT LEGEND:
PERENNIAL STREAM IMPACT 1 ®PERMANENT WETLANDS-LIGHT GREEN w E
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l PERMANENT FOR PROPOSED ROAD TEMPORARY WETLANDS-YELLOW a W z o
(66.00 LF/264 SF/0.0061 AC) p ov o \ v [ PERMANENT PERENNIAL STREAM -ORANGE o LL E
All PERMANENT PERENNIAL STREAM -NO LOSS-DARK GREEN a° 3
7'Hx10'W
REINFORCED v
HEADWALL 3A a a o
CONCRETE BOX \
CULVERT1LP� _ =\ ;(S„�
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SCALE 1"=50'
_ w
r% , Il� LEGEND
_ :
0 50' 100' PROPERTY LINE o
———————— EXISTING EASEMENT o
I —— DITCH 1.
DITCHED PERENNIAL STREAM o
— — —
PERENNIAL STREAM 1
C" ——————— RELATIVELY PERMANENT WATERS o 0
\ ` / WETLANDS o DATE
00
022
Q oanwN ar
WETLANDS IMPACT 1 (/ �,p- I�� r� Z 331
TEMPORARY FOR INSTALLATION ° o st
DESIGNED BY
(926.98 SF/0.0213 AC) + 111 331
• PERENNIAL STREAM IMPACT 1 Contractor will follow the following construction ��
HEADWALL 36 � PERMANENT FOR RIPRAP sequence: • "EC05
(41.93 LF/167.72 SF/0.0039 AC) • Contractor shall notify the Brunswick Count : • aos
WETLANDS IMPACT 1 �,� fy y SCALE
WETLANDS IMPACT 1 PERMANENT�y \�+ PERENNIAL STREAM IMPACT 1 Planning Department 48-hours in advance of start • AS SHOWN
PERMANENT FOR PROPOSED ROAD FOR RIPRAP 1 PERMANENT-NO LOSS
(10,113.54 SF/0.2322 AC) (800.36 SF/0.0184 AC) FOR RIPRAP of work during a period of time with no rain in the
� /� �
W � � `k (8.07 LF/32.28 SF/0.0007 AC) forecast. LU
35 35 Prior to start of work, contractor shall have all LL
materials and equipment on-site. For utility
crossings with casings, the carrier pipe shall be a
PROPOSED dS
a GRADE WETLAND IMPACT 2 installed within the casing pipe prior to any open a
N cut activities.
N 20 4" 66 LF @ 0.30°iD V ' ' ' ' , • Contractor shall install a temporary coffer dam on N 3
o WETLANDS IMPACT 2
N 30 30 TEMPORARY FOR INSTALLATION L► the upstream side of the proposed crossing and0
EXISTING (70.20 SF/0.0016 AC) pump water around the open cut area to the > a
73 GROUND � I � -�� � , downstream side. z V ➢
41.93'PERMANENT r /� A r- �a � � 0 U
a PROPOSED IMPACT FOR ` WETLANDS IMPACT 2 / • Contractor shall place the culvert or utility casing Q U
m 7'Hx10'W BOX CLASS 1 OUTLET �/ ��l PERMANENT FOR LU = a
CULVERT PROTECTION with carrier pipe at elevations shown on the
PROPOSED ROAD o
�,` (64.41 SF/0.0015 AC) o approved plans and backfill in accordance with
25 25 ` , ) Brunswick County specifications. z
�' '� ��' �' .� l Contractor shall restore channel and stabilize any (� o Q
�' �' r (���r \ disturbance within 24-hours of start of work. r/ a P ~u W a&
8.07'PERMANENT-NO LOSS
IMPACT FOR CLASS 1 OUTLET 5 I • Contractor shall restore wetland areas with = z n on
PROTECTION KEYED INTO / - ~ temporary impact or permanent conversion to
EXISTING GROUND \ 1 c2 p y p p Be
m z E°
1'MIN.OF THE CULVERT DIAMETER BELOW DIT H �/ impact to pre-construction contours, and plant an a
20 ELEV TION FILL WITH EXCAVATED NATURAL B D MATERIAL 20 O
appropriate wetland or riparian seed mix. U) � °3
SCALE 1"=50' Q °
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w N � N � N �
0 0 0 50' 100,
z 50 Q
N N N PROFILE SCALE zLU
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> Know wnars below. 0-
AL CULVERT PERENNIAL STREAM IMPACT 1 PROFILE Call before you dig. IOB NO
47274
HORIZ SCALE: 1"=50'
sLEE1 No. _o
" VERT SCALE: 1"=5' Cwr-1.7 v E

Temporary Seeding S Table 6.1 Oa Tem Specifications for Summer Table 6.10a Temporary Seeding Specifications for Fall CC
GO
Table 6.10a p Y 9 p � z
Temporary Seeding Specifications Seeding Mixture Spedes Rate(lb/acre) o W LL o E
for Winter and Early Spring Seeding Mixture Spedes Rate(lb/acre)
Rye Grain 30
German Millet 15 w z E 3
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Seeding Mixture Spedes Rate(lb/acre) In the Piedmont and Mountains,asmall-stemmed sundangrass may 0
Rye Grain 30 In the Piedmont and Mountains,a small-stemmed sundangrass may be substituted at a rate of 50lb/acre. z
be substituted at a rate of 50lb/acre. f
Seeding Dates o ., o
Seeding Dates Seeding Dates 3
Mountains 15-Aug to 15-DecCC
Mountains>2500 ft. 15-Feb to 15-May Mountains 15-May to 15-Aug Coastal Plain and 15-Aug to 30-Dec ~ o w
<2500 ft. 1-Feb to 1-May Piedmont 1-May to 15-Aug Piedmont Z
Piedmont 1-Jan to 1-May Coastal Plain 15-Apr to 15-Aug
Coastal Plain 1-Dec to 15-Apr Soil Amendments w
Soil Amendments Follow recommendations of soil tests or apply 2 ton/acre ground
Soil Amendments Follow recommendations of soil tests or apply 2 ton/acre ground agricultural limestone and 750 lb/acre 10-10-10 fertilizer
Follow recommendations of soil tests or apply 2 ton/acre ground agricultural limestone and 750 lb/acre 10-10-10 fertilizer Mulch p
agricultural limestone and 750 lb/acre 10-10-10 fertilizer Apply 4,000 lb/acre straw.Anchor straw by tacking with asphalt, 01
Mulch Mulch netting or a mulch anchoring tool.Use 400 gallons of tack per acre Z
Apply 4,000 lb/acre straw.Anchor straw by tacking with asphalt, or straw covered with pinned netting.
Apply 4,000 lb/acre straw.Anchor straw by tacking with asphalt, nettingor a mulch anchoringtool.Use 400 gallons of tack per acre
netting or a mulch anchoring tool.Use 400 gallons of tack per acre or straw covered with pinned nettin g p Maintenance w
or straw covered with pinned netting. p g Repair and refertilize damaged areas immediately.Topdress with
Maintenance 50lb/acre of nitrogen in March.If it is necessary to extent s
Maintenance Refertilize if growth is not fully adequate.Reseed,refertilize and temporary cover beyond June 15,overseed with 501b/acre Kobe > DATE
Refertilize if growth is not fully adequate.Reseed,refertilize and mulch immediately following erosion or damage. Piedmont and Coastal Plain o
mulch immediately following erosion or damage. ( ) 81112022
late February or early March
DRAWN BY
331
PERMANENT SEED MIX ERNST CONSERVATION SEEDS NC COASTAL PLAIN FACW MIX OR APPROVED EQUAL BY DESIGNED BY
DESIGNER APPLICATION RATE 20 LBS/AC.TO BE PLANTED IN ALL DISTURBED WETLAND AND RIPARIAN AREAS. •� 331
PLASTIC NETTING SHOULD NOT BE USED WITHIN WETLANDS OR STREAMS. • CHECKED BY
1,05
• • SCALE
TEMPORARY SEEDING SPECIFICATIONS • ASSHOWN
•
SCALE:NOT TO SCALE •
•
m
C, I
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T
O
Shrub(recommended)CD
N
Pawpaw
m Alder
co Blackberry
O APPROVED SEDIMENT FILTERING DEVICE Elderberry O Z
(SEDIMENT FILTER BAG). PROVIDE
POSITIVE DRAINAGE FROM SEDIMENT STREAM DIVERSION PUMP I NALONG SOTTOMOF Livescakes(recommended)
DISCHARGE HOSES B�xK_TOAAND uvrorER U
o FILTER BAG TO STREAM. AS AVPLIcaLE p\ Herb(recommended) Black Willow K
d P 'I Nodding sedge Silky Dogwood U
rn DEWATERING PUMP INTAKE HOSE O��/ \�W Boneset -
3 DISCHARGE ONTO I Wool Grass J
-o STABLE RIPRAP > Jewelweed
PAD TO PREVENT .. .,...;: ..P.t: ....: J v, ```.
W
SCOUR HOLE > `,.:.: .:' .. ^`'.`EAMBANK L ' ICREEK&RDCREEKARE
Z Q
::.:.�. «..: .:...... ..•,�.,..•.. .+':>..'. . —IDEBED—OR STREAM CROSSINcs
PLANTING SCHEDULE FOR MAJOR � I j v
H
FLO)N — STREAM BANK RESTORATIONS F, s
L) �� ��RL_ING
I uals EARTH UUINTAKE SUMP-HOLE FOR POOL SE PLArmNG ScHEDULE — a
M FLOW - SEDIMENT
CLEAN WATER uNOERnuT // 100p�R
' DIKE ..� _HOSE DIKE TO 18°DE - DIAME r.PARro. REBE9p915 Eo BE SEEUONS`R E
(12 DEEP,2 FT TER) NTHREER - u H Ms
r —_
T
Z (n
CN
DD DPDFBTAKEBDMARE _
P /
zTOSBUD scARS BHALL BE KO RwRA�H000 as ow / ° ';5- G�'AC�D FROM LI-I „
WORK AREA LENGTH NOT TO EXCEED THAT _I ABovE THE CRouxD.REMovE ENTERVR SE Nc.oR 1YTOSe o o°°°°°° 'kT- _ _ PUMP m O E s
- ADuroNU LENGTH BEYOND AVRRovsD EDuuI °°O°O°O°°"
n r WHICH CAN BE COMPLETED IN ONE DAY
P LVE STAXESp OCI °° i
s ABovE GRouNo. Curl Nos
C �rWEDGE '►NlTrs Niel rs ,^
TEMPORARY PUMP AROUND SEQUENCE
o= xATNE BA K LL
1.SET UP PUMP WITH SUCTION AND DISCHARGE HOSE. ( TRIM BRANCHES CLOSE aR roPsoa o d
2.INSTALL UP—STREAM SANDBAG DAM. 4 MIL d
72
J
3.INSTALL DOWN-STREAM SANDBAG DAM. soa uFr °°°° °°°°°°°OOO°° DUILK DISCONNECT POLYETHYLENE FllH'° ° °O 'o° COUPLINGS(TYP.) —
x 4.THE PUMP MUST RUN CONTINUOUSLY WHILE WORKING IN THE STREAM. I DIAMETER NOTES: o
LlJ 5.STREAMBANKS MUST BE STABILIZED AT THE END OF EACH DAY. a`c mu�� ° — —I'IuND BED L PIPE AND FFITINGS TO BE SIZED ACCORDINGLY. 5
MAHEANrLEDCUTAT °O-I - - -1 EARTH 4'OR 6'PIPING 2. PUCE PALLETS AND POLYETHYLENE Full IN STREAMBED °3
DOWNSTREAM OF CONSTRUCTION ACTIVTY.
N NOTES: BUTT"END HBASAµ 3. TEMPORARILY ANCHOR PALLETS AND POLYETHYLENE -
L 1.SANDBAG DIKES SHALL BE SITUATED AT THE UPSTREAM AND DOWNSTREAM ENDS OF THE WORK AREA,AND STREAM FLOW WITH RIP
(n 4. SLOW DISCHARGE TO 2 FPS THROUGH FACH PIPE.
SHALL BE PUMPED AROUND THE WORK AREA.THE PUMP SHOULD DISCHARGE ONTO A STABLE VELOCITY DISSIPATER PUMP 5. ADD POLYETHYLENE FILM OVER OR UNDER PALLETS. -
0 ED OF RIPRAP OR SANDBAGS.CONSTRUCT 6. so BENDS LAN BE TURNED ourxAxD WHN A LARGER
FOOTPRINT OF PPELETS FOR ADDITIONAL ENERGY c
0 2.WATER FRgA THE WORK AREA SHALL BE PUMPED TO A SEDIMENT FILTERING MEASURE SUCH AS A SEDIMENT BAG OR OTHER LIVE STAKING(MULTIPLE ROW) DI551PATION. E o
APPROVED DEVICE.THE MEASURE SHALL BE LOCATED SUCH THAT THE WATER DRAINS BACK INTO THE CHANNEL BELOW THE SPACING DETAIL FOR MAJOR REINFORCED SOIL LIFT DETAIL FOR ]. REMOVE COMLPETELY PRIOR TO RETURNING FLOW TO
DOWNSTREAM SANDBAG DIKE WITHOUT CAUSING FURTHER EROSION BETWEEN THE SEDIMENT FILTER BAG AND THE STREAMBANK. STREAM BANK RESTORATIONS MAJOR STREAM BANK RESTORATIONS
E NOT To scALE NOT To scALE E
TEMPORARY STREAM BYPASS PUMP —
DISCHARGE ENERGY DISSIPATOR _
TEMPORARY PUMP AROUND T TOB No.
N
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47274
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