20221429 Ver 1_ePCN Application_20221011

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:
5/2/2022
BIMS # Assigned* Version#*
20221429 1
Is a payment required for this project?*
No payment required
Fee received
Fee needed - send electronic notification
Reviewing Office*
Wilmington Regional Office - [phone]
Information for Initial Review
la. Name of project:
Lockwood 211 Subdivision
la. Who is the Primary Contact?*
Rick Trone
What amout is owed?*
$240.00
$570.00
Select Project Reviewer*
Holley Snider:eads\hasnider
1 b. Primary Contact Email:* lc. Primary Contact Phone:*
[e-mail] [phone]
Date Submitted
10/11/2022
Nearest Body of Water
Lockwoods Folly River
Basin
Lumber
Water Classification
SC; HQW
Site Coordinates
Latitude: Longitude:
34.011272 -78.269145
A. Processing Information
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
1 b. 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: 14 - Linear transportation
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
1 h. Is the project located in any of NC's twenty coastal counties?
Yes No
1 i. Is the project located within a NC DCM Area of Environmental Concern (AEC)?
Yes No
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:
Supply Ventures LLC & Kirbway, LLC
2b. Deed book and page no.:
02636/0183
2c. Contact Person:
Geoffrey Kirby
401 Water Quality Certification - Express
Riparian Buffer Authorization
Unknown
Yes No
Yes No

2d. Address
Street Address
1029 N. Lake Park BLVD
Address Line 2
City State / Province / Region
Carolina Beach NC
Postal / Zip Code Country
28428 USA
2e. Telephone Number: 2f. Fax Number:
[phone]
2g. Email Address: *
[e-mail]
3. Applicant Information (if different from owner)
3a. Name:
Jamison Fair
3b. Business Name:
Pulte Home Corporation
3c. Address
Street Address
PO BOX 3660
Address Line 2
City
Portland
Postal / Zip Code
97208
3d. Telephone Number:
[phone]
3f. Email Address: *
[e-mail]
4. Agent/Consultant (if applicable)
4a. Name:
Rick Trone
4b. Business Name:
WithersRavenel
4c. Address
Street Address
115 MacKenan Drive
Address Line 2
City
Cary
Postal / Zip Code
27511
4d. Telephone Number:
[phone]
4f. Email Address:*
[e-mail]
C. Project Information and Prior Project History
State / Province / Region
OR
Country
USA
3e. Fax Number:
State / Province / Region
NC
Country
USA
4e. Fax Number:
1. Project Information
1 b. Subdivision name:
Of appropriate)
Lockwood 211
lc. Nearest municipality / town:
Supply, NC
2. Project Identification

2a. Property Identification Number:
202909155651
2b. Property size:
±96.81
2c. Project Address
Street Address
200 Stone Chimney Road
Address Line 2
City
Supply
Postal / Zip Code
28462
3. Surface Waters
3a. Name of the nearest body of water to proposed project: *
Lockwoods Folly River
3b. Water Resources Classification of nearest receiving water: *
SC; HQW
3c. What river basin(s) is your project located in?*
Lumber
3d. Please provide the 12-digit HUC in which the project is located.
030402080204
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: *
Currently the site consists of two maintained agricultural fields, pine forest, and areas of mixed pine/hardwood forest. General land use in the vicinity of the project consists primarily of
residential with some light commercial activity. The town of Supply is immediately north of the site.
4b. Have Corps permits or DWR certifications been obtained for this project (including all prior phases) in the past? *
Yes No Unknown
4f. List the total estimated acreage of all existing wetlands on the property:
32
4g. List the total estimated linear feet of all existing streams on the property:
6,749
4h. Explain the purpose of the proposed project: *
The purpose of the proposed project is to construct a single-family housing development to meet the growing demand for residential housing in Brunswick County. The development is
proposed to be constructed in a single phase. The proposed project consists of the construction of a single-family housing development comprised of 190 units, amenity building, pool,
public greenway, green space, and associated infrastructure (roads, parking, utilities, stormwater management, etc.).
4i. Describe the overall project in detail, including indirect impacts and the type of equipment to be used: *
The proposed Lockwood 211 Subdivision project is located on one parcel (PIN: 202909155651) totaling ±96.81 acres located at 200 Stone Chimney Road, south of the intersection of
Stone Chimney Road SW and Southport Supply Road SE/211 in Supply, Brunswick County (Lat: 34.011272°N;-78.269145°W).
The project is in the Lumber River basin and onsite waters drain to Lockwood Folly River. The Water Quality Classification for the Lockwoods Folly River is SC; HQW and the Stream Index
Number is: 15-25-1-(11). The cataloging unit for the site is 03040208.
The purpose of the proposed project is to construct a single-family housing development to meet the growing demand for residential housing in Brunswick County. The development is
proposed to be constructed in a single phase.
The project consists of the construction of the following:
• 190 single-family units
• Construction of infrastructure (roads, utilities, stormwater management, etc.)
• Amenity Center with pool
• Construction of public greenway trails and green space
5. Jurisdictional Determinations
5a. Have the wetlands or streams been delineated on the property or proposed impact areas?*
Yes
Comments:
Wetland delineation completed by WithersRavenel 11/2/2021.
No Unknown
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-2022-00471
5c. If 5a is yes, who delineated the jurisdictional areas?
Name (if known): Troy Beasley

Agency/Consultant Company: WithersRavenel
Other:
5d. List the dates of the Corp jurisdiction determination or State determination if a determination was made by the Corps or DWR
USACE PJD: 7/6/2022
6. Future Project Plans
6a. Is this a phased project?*
Yes No
Are any other NWP(s), regional general permit(s), or individual permits(s) used, or intended to be used, to authorize any part of the proposed project or related activity?
NA
D. Proposed Impacts Inventory
1. Impacts Summary
la. Where are the impacts associated with your project? (check all that apply):
Wetlands
Open Waters
2. Wetland Impacts
Streams -tributaries
Pond Construction
Buffers
2a. Site #* (?)
2a1 Reason (?)
2b. Impact type* (?)
2c. Type of W.*
2d. W. name
2e. Forested*
2f. Type of Jurisdicition*
(?)
2g. Impact
area*
W1
Construction access
T
Unknown
Wetland B
Yes
Both
0.002
(acres)
W2
Rip Rap Dissipator
P
Unknown
Wetland B
Yes
Both
0.005
(acres)
W3
Road Crossing
P
Unknown
Wetland B
Yes
Both
0.015
(acres)
W4
Road Crossing
P
Unknown
Wetland B
Yes
Both
0.051
(acres)
W5
Construction access
T
Unknown
Wetland B
Yes
Both
0.010
(acres)
W6
Retaining Wall
Construction Access
T
Unknown
Wetland B
Yes
Both
0.004
(acres)
2g. Total Temporary Wetland Impact
0.016
2g. Total Wetland Impact
0.087
2i. Comments:
3. Stream Impacts
2g. Total Permanent Wetland Impact
0.071
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*
si
Road Crossing Construction
Access
Temporary
Dewatering
Stream 3
Intermittent
Both
4
Average (feet)
4
(linear feet)
S2
Rip Rap Dissipater
Permanent
Rip Rap Fill
Stream 3
Intermittent
Both
4
Average (feet)
17
(linear feet)
S3
Road Crossing
Permanent
Culvert
Stream 3
Intermittent
Both
4
Average (feet)
132
(linear feet)
S4
Construction Access
Temporary
Dewatering
Stream 3
Intermittent
Both
4
Average (feet)
11
(linear feet)
3i. Total jurisdictional ditch impact in square feet:
0
3i. Total permanent stream impacts:
149
3i. Total temporary stream impacts:
15

3i. Total stream and ditch impacts:
164
3j. Comments:
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:
Prior to site plan design, the applicant requested that a detailed wetland delineation be conducted so that impacts to wetlands and "waters" could be
minimized.
Proposed permanent impacts for construction of the subdivision and infrastructure have been minimized to only those necessary for construction of a
single road crossing connecting the internal roadways to Stone Chimney Road SW.
The proposed road crossing has been designed to minimize wetland impacts by crossing the wetlands at the narrowest practical point where a gap in
the wetlands exists due to an existing culverted farm road crossing. Backslopes to stabilize and return road fill to natural grade have been designed at
3:1 slopes to minimize impacts.
Retaining walls have been designed and located within the site at various locations to stabilize site/lot fill to eliminate further impacts from traditional
backslopes that would have encroached into the wetlands. One temporary wetland impact (Impact W7) is necessary to allow for wall construction. No
impacts are proposed for stormwater, lot fill, or other roadways.
lb. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:
Construction techniques used to avoid or minimize impacts include installation of erosion & sediment control devices prior to construction. Matting will be
used where necessary to minimize the extent of impacts within the construction corridor. Silt fencing will be installed around all disturbed areas to
prevent sediment from escaping into undisturbed wetlands, and access during construction will be within uplands.
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
2b. If this project DOES NOT require Compensatory Mitigation, explain why:
Wetland Mitigation
The proposed project will result in 0.071 acres of permanent wetland impacts. Because the proposed permanent wetland impacts requested do not exceed the 0.10-acre wetland
mitigation threshold the applicant does not propose to provide wetland mitigation.
Stream Mitigation
The proposed project will result in 0.015-acres (149 If) of permanent stream impacts. Because the proposed permanent stream impacts do not exceed 0.02 acres (USACE) or 150 If
(NCDWR) the application does not propose to provide stream mitigation.
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:
Project is not located within a buffered river basin.
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:
The stormwater management plan consists of three wet detention SCMs. The stormwater management plan will be reviewed and approved by NCDEQ-DEMLR and Brunswick County.
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 2B .0200)?*
Yes No
3. Cumulative Impacts (DWR Requirement)
3a. Will this project result in additional development, which could impact nearby downstream water quality?*
Yes No
3b. If you answered "no," provide a short narrative description.
Project will not result in additional development that would impact downstream water quality.
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.
Proposed subdivision will include a new pump station that will tie into existing forcemain.
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?
In February 2022, WR conducted a pedestrian survey of the review area to assess vegetative communities, and identify potential habitat for, or
occurrences of federal and state listed threatened and endangered species. WR requested a USFWS review of the survey listed species for
concurrence. In a later dated 4/28/2022, USFWS concurred that the proposed project is not likely to adversely affect federally listed threatened or
endangered species, their habitat, or species currently proposed for listing. Please see attached USFWS concurrence letter.
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as an Essential Fish Habitat?*
Yes No
6b. What data sources did you use to determine whether your site would impact an Essential Fish Habitat?*
WR reviewed the NOAA Essential Fish Habitat online mapper, located at: http://www.habitat.noaa.gov/protection/efh/efhmapper/index.html. There are no
waters mapped as EFH in or in the vicinity of the proposed project.
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?*
Froehling & Robertson requested a SHPO review for known occurrences of archeological, cultural, and historical resources within or in the vicinity of the
subject site. On January 25, 2022, SHPO recommended a comprehensive archeological survey be conducted. Archaeological Consultants of the
Carolinas, Inc. investigated the project area. As a result of the investigation, five new archeological sites were recorded within the project area. Due to
disturbance at each of these sites, SHPO recommended all five sites were not eligible for the NRHP and no further work is advocated. SHPO concurred
in a May 27, 2022, letter that no further archeological work was necessary. Please see attached SHPO letters.
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:
The impacts associated with the access road from Stone Chimney Road will occur within the FEMA 100-year floodplain. However, there is no associated
FEMA Floodway, as the 100-year floodplain is associated with tidal flooding rather than stream flow. The culvert has been designed to not impede
movement of floodwaters within the FEMA 100-year floodplain. Furthermore, the road crossing/culvert will be reviewed and approved by the Brunswick
County Floodplain Manager and issued a Floodplain Development Permit.
8c. What source(s) did you use to make the floodplain determination?*
FEMA flood maps.
Miscellaneous
Please use the space below to attach all required documentation or any additional information you feel is helpful for application review. Documents should be combined into one file when
possible, with a Cover Letter, Table of Contents, and a Cover Sheet for each Section preferred.
Click the upload button or drag and drop files here to attach document
Cover Letter & Attachments.pdf 12.O5MB
File must be PDF or KMZ
Comments
Please see attached Cover Letter and Appendix.
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:
Rick Trone
Signature
Date
10/11/2022

115 MacKenan Drive | Cary, NC 27511
t: 919.469.3340 | www.withersravenel.com | License No. F-1479
Asheville | Cary | Charlotte | Greensboro | Lumberton | Pittsboro | Raleigh | Southern Pines | Wilmington

October 11, 2022

US Army Corps of Engineers NC Division of Water Resources
Wilmington Regulatory Field Office 401 & Buffer Permitting Unit
Mr. Gary Beecher Mr. Paul Wojoski
69 Darlington Avenue 1617 Mail Service Center
Wilmington, NC 28403 Raleigh, NC 27699

Re: Lockwood 211 Subdivision – NWP’s 14 & 29 PCN Submittal
Supply, Brunswick County, NC
USACE AID: SAW-2022-00471
WR Project #03210954.00

Dear Mr. Beecher and Mr. Wojoski,
On behalf of Pulte Home Corporation, we are requesting authorization from the USACE to use
NWP’s 14 and 29, as well as requesting a 401 WQC from NCDWR, for the following impacts:

Because proposed impacts for the road crossing are within the 100-year floodplain, an NWP 29
cannot be used for the entire project, therefore WR is requesting the impacts for the road crossing
be authorized under an NWP 14 and the temporary wetland impacts for the retaining wall
construction be authorized under NWP 29. The proposed total permanent impacts to jurisdictional
waters requested are less than 0.5 acres. Therefore, the proposed impacts are eligible for
authorization under an NWP.

Please note that the project will not result in disturbance within the CAMA 75’ AEC associated
with the Lockwoods Folly River and therefore a CAMA permit from NCDCM is not required.
The proposed project consists of the construction of a single-family housing development
comprised of 190 units, amenity building, pool, public greenway, green space, and associated
infrastructure (roads, parking, utilities, stormwater management, etc.).

Proposed Impact Table
Jurisdictional
Feature Type of Impact Impact
Specification
Linear
Feet
Acres Square
Footage
NWP 14 Impacts
Stream Permanent Road Crossing 149 0.015 623
Stream Temporary Road Crossing 15 0.003 57
Wetlands Permanent Road Crossing - 0.071 3,023
Wetlands Temporary Road Crossing - 0.012 482
NWP 29 Impacts
Wetlands Temporary Retaining Wall - 0.004 162
Total Permanent
NWP Impacts
Acres Square Footage
0.086 3,646
Lockwood 211 Subdivision
Supply, Brunswick County
NWP’s 14 & 29 PCN Submittal
Page 2 of 4

Proposed Project
The proposed Lockwood 211 Subdivision project is located on one parcel (PIN: 202909155651)
totaling ±96.81 acres located at 200 Stone Chimney Road, south of the intersection of Stone
Chimney Road SW and Southport Supply Road SE/211 in Supply, Brunswick County (Lat:
34.011272°N; -78.269145°W).
The project is in the Lumber River basin and onsite waters drain to Lockwood Folly River. The
Water Quality Classification for the Lockwoods Folly River is SC; HQW and the Stream Index
Number is: 15-25-1-(11). The cataloging unit for the site is 03040208.
The purpose of the proposed project is to construct a single-family housing development to meet
the growing demand for residential housing in Brunswick County. The development is proposed
to be constructed in a single phase.
The project consists of the construction of the following:
• 190 single-family units
• Construction of infrastructure (roads, utilities, stormwater management, etc.)
• Amenity Center with pool
• Construction of public greenway trails and green space
Project History
WithersRavenel completed a delineation for the project area in November 2021. The USACE
issued a Preliminary Jurisdictional Determination for the project area on 6/6/2022 which has been
attached to this application.
WithersRavenel coordinated with NCDCM in December 2021 and confirmed that the limits of the
tidal waters associated with the Lockwoods Folly River is along the edge of open water within the
river and that the wetlands on the west side of the river are not subject to CAMA jurisdiction. The
CAMA 75’ AEC is offset from the normal high-water line of the Lockwood Folly River as shown in
the attached Impact Maps.
Froehling & Robertson requested a SHPO review for known occurrences of archeological, cultural,
and historical resources within or in the vicinity of the subject site. On January 25, 2022, SHPO
recommended a comprehensive archeological survey be conducted. Archaeological Consultants
of the Carolinas, Inc. investigated the project area. As a result of the investigation, five new
archeological sites were recorded within the project area. Due to disturbance at each of these
sites, SHPO recommended all five sites were not eligible for the NRHP and no further work is
advocated. SHPO concurred in a May 27, 2022, letter that no further archeological work was
necessary. Please see attached SHPO letters.
In February 2022, WR conducted a pedestrian survey of the review area to assess vegetative
communities, and identify potential habitat for, or occurrences of federal and state listed
threatened and endangered species. WR requested a USFWS review of the survey listed species
for concurrence. In a later dated 4/28/2022, USFWS concurred that the proposed project is not
likely to adversely affect federally listed threatened or endangered species, their habitat, or species
currently proposed for listing. Please see attached USFWS concurrence letter.

Lockwood 211 Subdivision
Supply, Brunswick County
NWP’s 14 & 29 PCN Submittal
Page 3 of 4

Proposed Impacts
NWP 14 - Road Crossing
0.086 acres of permanent impacts and 0.015 acres of temporary impacts for the following:
• Permanent Stream Impacts - 0.015 ac (149 lf)
• Permanent Wetland Impacts - 0.071 ac
• Temporary Stream Impacts – 0.003 ac (15 lf)
• Temporary Wetland Impacts – 0.012 ac

Impacts S1-S4 & W1-W5 - for construction of a road crossing of Wetland B. This road crossing
will provide a required second point of access to Stone Chimney Road SW. This crossing is
proposed at a location where there is a gap in Wetland B at the location of an existing culverted
farm road. The crossing has been designed with a 133.5-ft long x 48-inch culvert. The culvert has
been designed for the culvert to be buried 20% below the stream bed. A riprap dissipator will be
constructed below the culvert to reduce flow velocity and prevent erosion within Wetland B and
Stream 3. To ensure correct alignment from the culvert, a constructed channel will be created
through the rip rap dissipater. Temporary impacts are necessary at the road crossing for
construction access.

NWP 29 - Retaining Wall Construction
• Temporary Wetland Impacts - 0.004 acres

Impact W6 – for construction of a retaining wall at the northeast side of lots 20-22 to avoid
permanent impacts to Wetland B.

Avoidance and Minimization
Prior to site plan design, the applicant requested that a detailed wetland delineation be conducted
so that impacts to wetlands and “waters” could be minimized.
Proposed permanent impacts for construction of the subdivision and infrastructure have been
minimized to only those necessary for construction of a single road crossing connecting the
internal roadways to Stone Chimney Road SW.
The proposed road crossing has been designed to minimize wetland impacts by crossing the
wetlands at the narrowest practical point where a gap in the wetlands exists due to an existing
culverted farm road crossing. Backslopes to stabilize and return road fill to natural grade have
been designed at 3:1 slopes to minimize impacts.
Retaining walls have been designed and located within the site at various locations to stabilize
site/lot fill to eliminate further impacts from traditional backslopes that would have encroached
into the wetlands. One temporary wetland impact (Impact W7) is necessary to allow for wall
construction. No impacts are proposed for stormwater, lot fill, or other roadways.
Construction techniques used to avoid or minimize impacts include installation of erosion &
sediment control devices prior to construction. Matting will be used where necessary to minimize
the extent of impacts within the construction corridor. Silt fencing will be installed around all
disturbed areas to prevent sediment from escaping into undisturbed wetlands, and access during
construction will be within uplands.

Lockwood 211 Subdivision
Supply, Brunswick County
NWP’s 14 & 29 PCN Submittal
Page 4 of 4

Mitigation
Wetland Mitigation
The proposed project will result in 0.071 acres of permanent wetland impacts. Because the
proposed permanent wetland impacts requested do not exceed the 0.10-acre wetland mitigation
threshold the applicant does not propose to provide wetland mitigation.
Stream Mitigation
The proposed project will result in 0.015-acres (149 lf) of permanent stream impacts. Because the
proposed permanent stream impacts do not exceed 0.02 acres (USACE) or 150 lf (NCDWR) the
application does not propose to provide stream mitigation.
Stormwater Management Plan
The stormwater management plan consists of three wet detention SCMs. The stormwater
management plan will be reviewed and approved by NCDEQ-DEMLR and Brunswick County.

Please feel free to call if you have questions or require additional information to complete your
review.

Sincerely,
WithersRavenel

Rick Trone
Environmental Scientist

Attachments:
• PCN Form
• Agent Authorization Form
• Pre-filing Meeting Request Documentation
• Aerial Exhibit
• USGS Quads
• Brunswick County Soil Survey
• Parcel/Owner Exhibit
• Delineation Exhibit
• USACE Preliminary Jurisdictional Determination
• NCNHP Project Review Letter
• USFWS Concurrence Letter
• SHPO Comment Letters
• Impact Exhibits
WithersRavenel
Our People. Your Success.
AGENT
AUTHORIZATION
FORMS

WithersRavenel
Our People. Your Success.

115 MacKenan Drive | Cary, NC 27511
t: 919.469.3340 | f: 919.467.6008 | www.withersravenel.com | License No. C-0832
Asheville | Cary | Greensboro | Pittsboro | Raleigh | Wilmington

AUTHORIZATION FOR PROPERTY ACCESS

The undersigned owner(s), Supply Ventures LLC & Kirb Way LLC, do(es) hereby authorize WithersRavenel,
Inc. to access the ±96.81-acre parcel, Brunswick Co. PIN: 202909155651, located at 200 Stone Chimney
Road SW in Supply, NC for the purpose of environmental regulatory agency review (US Army Corps of
Engineers, NC Division of Water Quality, NC Division of Coastal Management, US Fish and Wildlife Service,
local Municipalities, etc.) and approvals (i.e. wetland delineation, stream/buffer determination,
environmental permitting, etc.) at the request of the contract purchaser.

This authorization does not bind the current property owner(s) to financial responsibility for services
rendered on the subject property by WithersRavenel, Inc.

This agreement shall continue in effect until completion/termination of the purchase contract for the subject
property.

Date:

Contract Purchaser’s Agent Info: Signature of Owner(s):

WithersRavenel, Inc.
Name – Print Title
115 MacKenan Drive

Cary, NC 27511 Signature

Tel. [phone]
Mailing Address

City State Zip

Phone:

Email:

DocuSign Envelope ID: E7B812B5-1945-4CDF-9A5A-66FB75AEAFA3
[e-mail]
;
[e-mail]
12/14/21
910-520-7159
1029 N. Lake Park Blvd.
Carolina Beach NC 28428
Supply Ventures,LLC &
KirbWay, LLC

WithersRavenel
Our People. Your Success.

115 MacKenan Drive | Cary, NC 27511
t: 919.469.3340 | f: 919.467.6008 | www.withersravenel.com | License No. C-0832
Asheville | Cary | Greensboro | Pittsboro | Raleigh | Wilmington

AUTHORITY FOR APPOINTMENT OF AGENT

The undersigned contract purchaser, Pulte Home Corporation does hereby appoint
WithersRavenel, Inc. as his, her, or it's agent for the purpose of petitioning the appropriate
local, state and federal environmental regulatory agencies (US Army Corps of Engineers, NC
Division of Water Quality, NC Division of Coastal Management, local municipalities, etc.) for:
a) review and approval of the jurisdictional boundaries of onsite jurisdictional areas
(wetlands, streams, riparian buffers, etc.) and/or; b) preparation and submittal of appropriate
environmental permit applications/requests for the ±96.81-acre parcel, Brunswick Co. PIN:
202909155651, located at 200 Stone Chimney Road SW in Supply, NC.
The Client does hereby authorize that said agent has the authority to do the following acts
on behalf of the owner:

(1) To submit appropriate requests/applications and the required
supplemental materials;
(2) To attend meetings to give representation on behalf of the Client.

(3) To authorize access to subject property for the purpose of
environmental review by appropriate regulatory agencies.

This authorization shall continue in effect until completion of the contracted task or
termination by the Client.

Date:

Agent's Name, Address & Telephone: Signature of Client:

WithersRavenel, Inc.
(Name - Print) (Title)
115 MacKenan Drive

Cary, NC 27511 (Signature)

Tel. [phone]
Mailing Address

City State Zip

Phone:

Email:

01/12/22
Jamison Fair, Land Manager
4136 Passerine Ave
Wilmington, NC 28412
910.232.6962
[e-mail]
WithersRavenel
Our People. Your Success.

PRE-FILING MEETING
DOCUMENTATION

From:Trone, Rick
To:[e-mail]
Subject:401 Pre-filing Meeting Request_Stone Chimney_03210954.00
Date:Monday, May 2, 2022 2:16:00 PM
Attachments:Parcel-Owner Exhibit.pdf
USGS.pdf
Soil.pdf
Jurisdictional Determination Exhibit.pdf
On behalf of the Applicant, we are requesting a Pre-filing meeting for the following project:

Project Name: Pulte – Supply - Ventures Site – Stone Chimney
County: Brunswick
Applicant Name: Pulte Home Corporation, Jameson Fair, Land Manager, 4136 Passerine Avenue,
Wilmington, NC 28412
Applicant Email: [e-mail]

Thank you,

Rick TronePermitting Specialist
115 MacKenan Drive   |   Cary, NC 27511 Office: 919.469.3340   |   Direct: 919.538.8184 [e-mail]
CONFIDENTIALITY AND NONDISCLOSURE

WithersRavenel
Our People. Your Success.

AERIAL EXHIBIT

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PROJECT BOUNDARY
Checked By
Designer
Drawn By
Scale
Date
Job No.
Sheet No.LOCKWOOD 211 SUBDIVISION AERIAL (2020)1
SUPPLY BRUNSWICK COUNTY NORTH CAROLINA
1 inch = 300 ft.
GRAPHIC SCALE
0 150 300
WithersRavenel
Engineers | Planners | Surveyors
WithersRavenel
Our People. Your Success.

USGS QUADS

PROJECT
LOCATION
LOCKWOOD 211 SUBDIVISION USGS QUAD (2019) - SUPPLY
SUPPLY BRUNSWICK COUNTY NORTH CAROLINA
1 inch = 2000 ft.
GRAPHIC SCALE
0 1000 2000
WithersRavenel
Engineers | Planners | Surveyors
LOCKWOOD 211 SUBDIVISION USGS QUAD (2019) - SUPPLY
SUPPLY BRUNSWICK COUNTY NORTH CAROLINA
1 inch = 600 ft.
GRAPHIC SCALE
0 300 600
WithersRavenel
Engineers | Planners | Surveyors
WithersRavenel
Our People. Your Success.

BRUNSWICK COUNTY SOIL SURVEY

LOCKWOOD 211 SUBDIVISION BRUNSWICK CO. SOIL SURVEY (1986)
SUPPLY BRUNSWICK COUNTY NORTH CAROLINA
1 inch = 600 ft.
GRAPHIC SCALE
0 300 600
WithersRavenel
Engineers | Planners | SurveyorsSHEET 10
WithersRavenel
Our People. Your Success.

PARCEL/OWNER EXHIBIT

%UXQVZLFN&RXQW\*,6'DWD9LHZHU
30
   PL
   NP

(DJOH9LHZ,QF_%UXQVZLFN&RXQW\*,6_
%UXQVZLFN&RXQW\*,6
PIN 202909155651
96.81 acres
Supply Ventures, LLC & Kirbway, LLC
PO Box 1355
Wilmington, NC 28402
Book: 02636; Page: 0183
WithersRavenel
Our People. Your Success.
APPROVED DELINEATION EXHIBIT
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STREAM 1
LOCKWOODS FOLLY RIVER
CULVERT
WETLAND B
STREAM 3
INTERMITTENT
WETLAND A
75' CAMA AREA OF
ENVIRONMENTAL CONCERN
WETLAND B
STREAM 2
INTERMITTENT
PROJECT BOUNDARY
Checked By
Designer
Drawn By
Scale
Date
Job No.
Sheet No.LOCWOOD 211 SUBDIVISION APPROVED DELINEATION EXHIBIT 1
SUPPLY BRUNSWICK COUNTY NORTH CAROLINA
1 inch = 300 ft.
GRAPHIC SCALE
0 150 300
WithersRavenel
Engineers | Planners | Surveyors
NOTES:
1) WETLAND DELINEATION COMPLETED BY WR ON 11/02/2021 AND APPROVED BY USACE PRELIMINARY JURISDICTIONAL
DETERMINATION DATED 7/6/2022 (SAW-2022-00471).
2) WETLANDS/STREAMS/75' AEC/FEMA 100-YR FLOODPLAIN ARE FROM FIELD SURVEY BY PLS.
WithersRavenel
Our People. Your Success.

USACE PRELIMINARY JURISDICTIONAL
DETERMINATION

Page 1 of 2
U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW-2022-00471 County: Brunswick County
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Property Owner/Applicant: Troy Beasley
Withers & Ravenel
Address: 219 Station Road, Ste 101 Wilmington, NC 28405
Telephone Number: [phone]
E-mail Address: [e-mail]
Size (acres) 96.81 acres Nearest Town Supply, NC
Nearest Waterway Lockwoods Folly River River Basin Lower Pee Dee
USGS HUC 03040208 Coordinates Latitude: 34.011272
Longitude: -78.269145
Location description: This project is located at 200 Stone Chimney Road SW in Supply, Brunswick County, NC.
(Parcel ID: 202909155651).
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 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). 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 over all of the waters, including wetlands, at the project area, which is not sufficiently
accurate and reliable to support an enforceable permit decision. We recommend that you have the
SAW-2022-00471
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.
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.
The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area Management Act (CAMA).
You should contact the Division of Coastal Management in Morehead City, NC, at [phone] to determine their
requirements.
Placement of dredged or fill material within waters of the US, including wetlands, without a Department of the Army permit may
constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). Placement of dredged or fill material, construction or
placement of structures, or work within navigable waters of the United States without a Department of the Army permit may
constitute a violation of Sections 9 and/or 10 of the Rivers and Harbors Act (33 USC § 401 and/or 403). If you have any questions
regarding this determination and/or the Corps regulatory program, please contact Gary Beecher at [phone] or
[e-mail].
C.Basis For Determination: N/A. An Approved JD has not been completed.
D. Remarks: A desk top review was done on this JD application using information obtained from the consultant (Withers
Ravenel) and from Corps produced 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)
SAW-2022-00471
If you object to this determination, you may request an administrative appeal under Corps regulations at 33 CFR Part 331. Enclosed
you will find a Notification of Appeal Process (NAP) fact sheet and Request for Appeal (RFA) form. If you request to appeal this
determination you must submit a completed RFA form to the following address:
US Army Corps of Engineers
South Atlantic Division
Attn: Mr. Philip A. Shannin
Administrative Appeal Review Officer
60 Forsyth Street SW, Floor M9
Atlanta, Georgia 30303-8803
[e-mail]
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: ______________________________________________________
Date of JD: July 6, 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://regulatory.ops.usace.army.mil/customer-service-survey/.
Copy Furnished via e-mail to:
Owner:
Supply Ventures, LLC
Kirbway, LLC
1029 North Lake Park Blvd
Carolina Beach, NC 28428
[phone]
[e-mail]
PRELIMINARY JURISDICTIONAL DETERMINATION (PJD) FORM
BACKGROUND INFORMATION
A. REPORT COMPLETION DATE FOR PJD:
B.NAME AND ADDRESS OF PERSON REQUESTING PJD: Troy Beasley – WithersRavenel; 219 Station Road, STE
101, Wilmington, NC 28405
C. DISTRICT OFFICE, FILE NAME, AND NUMBER:
D.PROJECT LOCATION(S) AND BACKGROUND INFORMATION: 200 Stone Chimney Road SW
(USE THE TABLE BELOW TO DOCUMENT MULTIPLE AQUATIC RESOURCES AND/OR
AQUATIC RESOURCES AT DIFFERENT SITES)
State: NC County/parish/borough: Brunswick County City: Supply
Center coordinates of site (lat/long in degree decimal format): Lat.: 34.011272ºN Long.: -78.269145ºW
Universal Transverse Mercator:
Name of nearest waterbody: Lockwoods Folly River
E.REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLY):
Office (Desk) Determination. Date:
Field Determination. Date(s):
TABLE OF AQUATIC RESOURCES IN REVIEW AREA WHICH "MAY BE" SUBJECT TO REGULATORY
JURISDICTION.
Site Number
Latitude
(decimal
degrees)
Longitude
(decimal degrees)
Estimated amount of
aquatic resources in
review area (acreage
and linear feet, if
applicable
Type of aquatic
resources (i.e.,
wetland vs. non-
wetland waters)
Geographic authority
to which the aquatic
resource “may be”
subject (i.e., Section
404 or Section 10/404)
Wetland A 34.00983324⁰N -78.268620978⁰W 29.54 acres Wetland Section 10/404
Wetland B 34.012161181⁰N -78.270346826⁰W 2.46 acres Wetland Section 404
Stream 1
(Lockwood Folly River) 34.008494⁰N -78.267619⁰W 3,519 lf Non-wetland Section 10/404
Stream 2 34.011168474⁰N -78.267104541⁰W 404 lf Non-wetland Section 404
Stream 3 34.012161181⁰N -78.270346826⁰W 1,357 lf Non-wetland Section 404
Stream 4 34.010327364⁰N -78.273834168⁰W 1,469 lf Non-wetland Section 404
(Stream Index: 15-25-1-(11)
July 6, 2022
Wilmington, 200 Stone Chimney Road SW, SAW-2022-00471
x July 6, 2022
1)The Corps of Engineers believes that there may be jurisdictional aquatic resources in the
review area, and the requestor of this PJD is hereby advised of his or her option to request
and obtain an approved JD (AJD) for that review area based on an informed decision after
having discussed the various types of JDs and their characteristics and circumstances when
they may be appropriate.
2)In any circumstance where a permit applicant obtains an individual permit, or a Nationwide
General Permit (NWP) or other general permit verification requiring "pre- construction
notification" (PCN), or requests verification for a non-reporting NWP or other general permit,
and the permit applicant has not requested an AJD for the activity, the permit applicant is
hereby made aware that: (1) the permit applicant has elected to seek a permit authorization
based on a PJD, which does not make an official determination of jurisdictional aquatic
resources; (2) the applicant has the option to request an AJD before accepting the terms and
conditions of the permit authorization, and that basing a permit authorization on an AJD could
possibly result in less compensatory mitigation being required or different special conditions;
(3) the applicant has the right to request an individual permit rather than accepting the terms
and conditions of the NWP or other general permit authorization; (4) the applicant can accept
a permit authorization and thereby agree to comply with all the terms and conditions of that
permit, including whatever mitigation requirements the Corps has determined to be necessary;
(5) undertaking any activity in reliance upon the subject permit authorization without
requesting an AJD constitutes the applicant's acceptance of the use of the PJD; (6) accepting a
permit authorization (e.g., signing a proffered individual permit) or undertaking any activity in
reliance on any form of Corps permit authorization based on a PJD constitutes agreement that
all aquatic resources in the review area affected in any way by that activity will be treated as
jurisdictional, and waives any challenge to such jurisdiction in any administrative or judicial
compliance or enforcement action, or in any administrative appeal or in any Federal court;
and (7) whether the applicant elects to use either an AJD or a PJD, the JD will be processed
as soon as practicable. Further, an AJD, a proffered individual permit (and all terms and
conditions contained therein), or individual permit denial can be administratively appealed
pursuant to 33 C.F.R. Part 331. If, during an administrative appeal, it becomes appropriate to
make an official determination whether geographic jurisdiction exists over aquatic resources
in the review area, or to provide an official delineation of jurisdictional aquatic resources in
the review area, the Corps will provide an AJD to accomplish that result, as soon as is
practicable. This PJD finds that there "may be" waters of the U.S. and/or that there "may be"
navigable waters of the U.S. on the subject review area, and identifies all aquatic features in
the review area that could be affected by the proposed activity, based on the following
information:
SUPPORTING DATA. Data reviewed for PJD (check all that apply)
Checked items should be included in subject file. Appropriately reference sources below where
indicated for all checked items:
Maps, plans, plots or plat submitted by or on behalf of the PJD requestor: Troy
Beasley - WithersRavenel
Map:
Data sheets prepared/submitted by or on behalf of the PJD requestor.
Office concurs with data sheets/delineation report.
Office does not concur with data sheets/delineation report. Rationale:
Data sheets prepared by the Corps:
Corps navigable waters' study:
U.S. Geological Survey Hydrologic Atlas:
USGS NHD data.
USGS 8 and 12 digit HUC maps.
U.S. Geological Survey map(s). Cite scale & quad name: USGS Quad (2019) – Supply 1:24K
Natural Resources Conservation Service Soil Survey. Citation: Brunswick Co. Soil Survey (1986) – Sheet 10
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): Aerial (2017) - NConemap
or Other (Name & Date):
Previous determination(s). File no. and date of response letter:
Other information (please specify):
IMPORTANT NOTE: The information recorded on this form has not necessarily been
verified by the Corps and should not be relied upon for later jurisdictional
determinations.
Troy Beasley - WithersRavenel
Authorized Agent – 2/22/22
Signature and date of Regulatory
staff member completing PJD
Signature and date of person
requesting PJD (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.
x
x Corps generated QL2 Lidar Map
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STREAM 1
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POTENTIAL 10/404 NON-WETLAND
WATERS OF THE US
CULVERT
WETLAND B
POTENTIAL WETLAND
WATERS OF THE US
STREAM 3
INTERMITTENT
POTENTIAL NON-WETLAND
WATERS OF THE US
S-3 START
STREAM 4
PERENNIAL
POTENTIAL NON-WETLAND
WATERS OF THE US
WETLAND A
POTENTIAL WETLAND
WATERS OF THE US
S-2 START
75' CAMA AREA OF
ENVIRONMENTAL CONCERN
DP-3&4
DP-1&2
WETLAND B
POTENTIAL WETLAND
WATERS OF THE US
STREAM 2
INTERMITTENT
POTENTIAL NON-WETLAND
WATERS OF THE US
S-2 STOP
REVIEW AREA
Checked By
Designer
Drawn By
Scale
Date
Job No.
Sheet No.200 STONE CHIMNEY ROAD JURISDICTIONAL DETERMINATION EXHIBIT 2
SUPPLY BRUNSWICK COUNTY NORTH CAROLINA
1 inch = 300 ft.
GRAPHIC SCALE
0 150 300
WithersRavenel
Engineers | Planners | Surveyors
NOTES:
1) WETLAND DELINEATION COMPLETED BY WR ON 11/02/2021.
2) WETLANDS/STREAMS/75' AEC/FEMA 100-YR FLOODPLAIN ARE APPROXIMATE, BASED
ON GPS DATA AND BRUNSWICK CO. GIS DATA.

WithersRavenel
Our People. Your Success.

USFWS CONCURRENCE
LETTER

April 28, 2022

Troy Beasley
WithersRavenel
219 Station Road, Suite 101
Wilmington, NC 28405

Re: 200 Stone Chimney Road SW – Brunswick County

Dear Mr. Beasley:

This letter is to inform you that t he Service has established an on-line project plannin g and
consultation process which assists developers and consultants in determining whether a
federally-listed species or designated critical habitat may be affected by a proposed project. For
future projects, please visit the Raleigh Field Office’s p roject planning website at
https://www.fws.gov/office/eastern-north-carolina/project -planning-and -consultation. If you are
only searching for a list of species that may be present in the project’s Action Area, then you
may use the Service’s Information, Planning, and Consultation System (IPaC) website to
determine if any listed, proposed, or candidate species may be present in the Action Area and
generate a species list. The IPaC website may be viewed at https://ipac.ecosphere.fws.gov/.
The IPaC web sit e contains a complete and frequently updated list of all endangered and
threatened species protected by the provisions of the Endangered Species Act of 1973, as
amended (16 U.S.C. 1531 et seq.)(Act), a list of fede ral species of concern1 that are known to
occur in each county in North Carolina, and other resources.

Section 7 of the Act requires that all federal agencies (or their designated non-federal
representative), in consultation with the Service, ensure that any action federally authorized,
funded, or carried out by such agencies is not likely to jeopardize the continued existence of any
federally-listed endangered or threatened species. A biological assessment or evaluation may be
prepared to fulfill that requirement and in determining whether add itional consultation with the
Service is necessary. In addition to the federally-protected species list, inf ormation on the
species’ life histories and habitats and information on completing a biological assessment or

1 The term “federal species of concern” refers to those species which the Service believes might be in need of
concentrated conservation actions. Federal species of concern receive no legal protection and their designat ion
does not necessar ily imply that the species will eventually be proposed for listing as a federally endangered or
threatened species. However, we recommend that all practicable measures be taken to avoid or minimize adverse
impacts to federal species of concern.

evaluation and can be found on our web page at https://fws.gov/office/eastern-north-carolina.
Please check the web site often for updated information or changes.

If your project contains suitable habitat for any of the federally -listed species known to be
present within the county where your project occurs, the proposed action has the potential to
adversely affect those species. As such, we recommend that surveys be conducted to determine
the species’ presence or absence within the project area. The use of North Carolina Natural
Heritage program data should not be substituted f or actual field surveys.

If you determine that the proposed action may affect (i.e., likely to adversely affect or not likely
to adversely affect) a federally-protected species, you should notify this office with your
determination, the results of your surveys, survey methodologies, and an analysis of the effects
of the action on listed species, including consideration of direct, indirect, and cumulative effects,
before conducting any activities that might af fect the species. If you determine that the proposed
action will have no effect (i.e., no beneficial or adverse, direct or indirect effect) on federally
listed species, then you are not required to contact our office for concurrence (unless an
Environment al Impact Statement is prepared). However, you should maintain a complete record
of the assessment, including steps leading to your determination of effect, the qualified personnel
conducting the assessment, habitat conditions, site photographs, and any other related articles.

With regard to the above-referenced project, we offer the following remarks. Our comments are
submitted pursuant to, and in accordance with, provisions of the Endangered Species Act.

Based on the information provided and other information available, it appears that the proposed
action 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 Act at
these sites. We believe that the requirements of section 7(a)(2) of t he Act have been satisfied for
your project. Please remember that obligations under section 7 consultation must be
reconsidered if: (1) new information reveals impac ts of this identified action that may affect
listed species or critical habitat in a manner not previously considered; (2) this action is
subsequently modified in a manner that was not considered in this review; or, (3) a new species
is listed or critical habitat determined that may be affected by the identified action.

However, t he Service is concerned about the potential impacts the proposed action might have
on aquatic species. Aquatic resources are highly susceptible to sedimenta tion. Therefore, we
recommend that all practicable measures be taken t o avoid adverse impacts to aquatic species,
including implementing directional boring methods and stringent sediment and erosion control
measures. An erosion and sedimentation control plan should be submitted to and approved by
the North Carolina Division of Land Resources, Land Quality Section prior to construction.
Erosion and sedimentation controls should be installed and maintained between the construction
site and any nearby down-gradient surface waters. In addition, we recommend maintaining
natural, vegetated buffers on all streams and creeks adjacent to the project site.

The North Carolina Wildlife Resources Commission (NCWRC) has developed a Guidance
Memorandum (found at https://www.ncwildlife.org/Conserving/Learn-Resources/Ways-to-
Conserve) to address and mitigate secondary and cumulative impacts to aquatic and terrestrial
wildlife resources and water quality. We recommend that you consider this document and the
NCWRC ’s other conservation recommendations in the development of your project s and in
completing an initiation package for consultation (if necessary).

We hope you find our web page useful and informative and that following the process described
above will reduce the time required, and eliminate the need, for general correspondence for
species’ lists. If you have any questions or comments, please contact John Ellis of this office at
[phone] ext. 26.

Sincerely,

Pete B enjamin
Field Supervisor

WithersRavenel
Our People. Your Success.

NCNHP PROJECT REVIEW LETTER

NCNHDE-17180
February 16, 2022
Troy Beasley
Withers & Ravenel
115 MacKenan Drive
Cary, NC 27511
RE: Pulte - Stone Chimney Road; 03210954.00
Dear Troy Beasley:
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/Directory/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 [e-mail] or 919-707-8603.
Sincerely,
NC Natural Heritage Program
Natural Heritage Element Occurrences, Natural Areas, and Managed Areas Intersecting the Project Area
Pulte - Stone Chimney Road
Project No. 03210954.00
February 16, 2022
NCNHDE-17180
Element Occurrences Documented Within Project Area
Taxonomic
Group
EO ID Scientific Name Common Name Last
Observation
Date
Element
Occurrence
Rank
Accuracy Federal
Status
State
Status
Global
Rank
State
Rank
Amphibian 35484 Eurycea quadridigitata Dwarf Salamander 1952-09-28 H 3-Medium ---Special
Concern
G5 S1
Amphibian 35556 Pseudacris nigrita Southern Chorus Frog 1985-05-15 H 3-Medium ---Significantly
Rare
G5 S2
Amphibian 1913 Pseudacris ornata Ornate Chorus Frog 1981-08-24 H 3-Medium ---Endangered G4 S2
Reptile 13371 Liodytes rigida Glossy Crayfish Snake 2012-08-23 E 3-Medium ---Significantly
Rare
G5 S2
Reptile 37428 Ophisaurus mimicus Mimic Glass Lizard 1955-10-01 H 3-Medium ---Special
Concern
G3 S1
Vascular Plant 26541 Coreopsis palustris Beadle's Coreopsis 1998-09-26 D 3-Medium ---Significantly
Rare
Peripheral
G3G4
Q
S1S2
Vascular Plant 23229 Ditrysinia fruticosa Sebastian-bush 1987-09-19 E 3-Medium ---Significantly
Rare
Peripheral
G5 S2
Vascular Plant 9177 Scirpus lineatus Drooping Bulrush 1994-05-28 D 2-High ---Threatened G4 S2
Natural Areas Documented Within Project Area
Site Name Representational Rating Collective Rating
Lockwoods Folly River Tidal Wetlands R1 (Exceptional)C3 (High)
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 February 16, 2022; source: NCNHP, Q4, January 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 5
Natural Heritage Element Occurrences, Natural Areas, and Managed Areas Within a One-mile Radius of the Project Area
Pulte - Stone Chimney Road
Project No. 03210954.00
February 16, 2022
NCNHDE-17180
Element Occurrences Documented Within a One-mile Radius of the Project Area
Taxonomic
Group
EO ID Scientific Name Common Name Last
Observation
Date
Element
Occurrence
Rank
Accuracy Federal
Status
State
Status
Global
Rank
State
Rank
Amphibian 35484 Eurycea quadridigitata Dwarf Salamander 1952-09-28 H 3-Medium ---Special
Concern
G5 S1
Amphibian 35556 Pseudacris nigrita Southern Chorus Frog 1985-05-15 H 3-Medium ---Significantly
Rare
G5 S2
Amphibian 1913 Pseudacris ornata Ornate Chorus Frog 1981-08-24 H 3-Medium ---Endangered G4 S2
Amphibian 4745 Rana capito Carolina Gopher Frog 1972-03 H 4-Low ---Endangered G2G3 S2
Dragonfly or
Damselfly
33738 Somatochlora
georgiana
Coppery Emerald 2004-Pre H?5-Very
Low
---Significantly
Rare
G3G4 S1?
Freshwater Fish 36939 Notropis chalybaeus Ironcolor Shiner 2001-05-21 E 3-Medium ---Significantly
Rare
G4 S2S3
Natural
Community
25578 Basic Mesic Forest
(Coastal Plain
Subtype)
---2005-08-31 C 2-High ------G4 S2
Natural
Community
25579 Coastal Plain Marl
Outcrop (Bluff
Subtype)
---2005-08-31 CD 3-Medium ------G1?S1
Natural
Community
18251 Tidal Freshwater Marsh
(Mixed Freshwater
Subtype)
---1994-09-28 A 3-Medium ------G2?S1
Natural
Community
8180 Tidal Swamp
(Cypress--Gum
Subtype)
---1994-09-28 B 3-Medium ------G3G4 S4
Reptile 3970 Alligator
mississippiensis
American Alligator 2018-02-26 E 4-Low Threatened
Similar
Appearance
Threatened G5 S3
Reptile 35048 Farancia
erytrogramma
Rainbow Snake 1983-05-10 H 3-Medium ---Significantly
Rare
G4 S3
Reptile 13371 Liodytes rigida Glossy Crayfish Snake 2012-08-23 E 3-Medium ---Significantly
Rare
G5 S2
Reptile 37428 Ophisaurus mimicus Mimic Glass Lizard 1955-10-01 H 3-Medium ---Special
Concern
G3 S1
Page 3 of 5
Element Occurrences Documented Within a One-mile Radius of the Project Area
Taxonomic
Group
EO ID Scientific Name Common Name Last
Observation
Date
Element
Occurrence
Rank
Accuracy Federal
Status
State
Status
Global
Rank
State
Rank
Reptile 15816 Pituophis
melanoleucus
melanoleucus
Northern Pinesnake 2000-05-20 H?3-Medium ---Threatened G4T4 S2
Vascular Plant 26541 Coreopsis palustris Beadle's Coreopsis 1998-09-26 D 3-Medium ---Significantly
Rare
Peripheral
G3G4
Q
S1S2
Vascular Plant 9960 Dionaea muscipula Venus Flytrap 1977-01 F 4-Low ---Threatened G2 S2
Vascular Plant 23229 Ditrysinia fruticosa Sebastian-bush 1987-09-19 E 3-Medium ---Significantly
Rare
Peripheral
G5 S2
Vascular Plant 22647 Hymenocallis pygmaea Waccamaw River
Spiderlily
2005-04-15 E 3-Medium ---Special
Concern
Vulnerable
G2Q S1
Vascular Plant 9177 Scirpus lineatus Drooping Bulrush 1994-05-28 D 2-High ---Threatened G4 S2
Vascular Plant 22404 Zephyranthes
simpsonii
Rain Lily 2005-08-31 E 2-High ---Endangered G2G3 S1
Natural Areas Documented Within a One-mile Radius of the Project Area
Site Name Representational Rating Collective Rating
Lockwoods Folly River Tidal Wetlands R1 (Exceptional)C3 (High)
Royal Oak Swamp Marl Outcrop R1 (Exceptional)C3 (High)
Managed Areas Documented Within a One-mile Radius of the Project Area
Managed Area Name Owner Owner Type
Brunswick County Open Space Brunswick County Local Government
NC Hazard Mitigation Buyout Property - Brunswick
County
NC DPS, Division of Emergency
Management
State
North Carolina Agricultural Foundation Easement The North Carolina Agricultural Foundation,
Inc.
Private
Definitions and an explanation of status designations and codes can be found at https://ncnhde.natureserve.org/help. Data query generated on February 16, 2022; source: NCNHP, Q4, January 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 4 of 5
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Page 5 of 5
WithersRavenel
Our People. Your Success.

SHPO COMMENT LETTERS

North Carolina Department of Natural and Cultural Resources
State Historic Preservation Office
Ramona M. Bartos, Administrator
Governor Roy Cooper Office of Archives and History
Secretary D. Reid Wilson Deputy Secretary, Darin J. Waters, Ph.D.

Location: 109 East Jones Street, Raleigh NC 27601 Mailing Address: 4617 Mail Service Center, Raleigh NC 27699-4617 Telephone/Fax: [phone]-6599

January 25, 2022

Elias N. Ruhl [e-mail]
Froehling & Robertson
310 Hubert Street
Raleigh, NC 27603

Re: Construct residential development, 200 Stone Chimney Road, Supply, Brunswick County,
ER 22-0003

Dear Mr. Ruhl:

Thank you for your December 23, 2021, submission concerning the above-referenced project. We have
reviewed the project and offer the following comments.

While the area appears to be predominantly cleared farmland, there are two known historic archaeological
sites within the Area of Potential Effect (APE): 0002LFR, and BW535, which is a historic cemetery located
in the northeast of the APE. The APE’s proximity to Lockwood’s Folly River also raises the potential for
prehistoric sites to be present. We, therefore, recommend a comprehensive archaeological survey be
undertaken prior to any ground disturbing activities in the project area.

The purpose of this survey is to identify archaeological sites and make recommendations regarding their
eligibility status in terms of the NRHP. This work should be conducted by an experienced archaeologist
that meets the Secretary of the Interior Professional Qualifications Standards. A list of archaeological
consultants who have conducted or expressed an interest in contract work in North Carolina is available at
https://archaeology.ncdcr.gov/archaeological-consultant-list. The archaeologists listed, or any other
experienced archaeologist, may be contacted to conduct the recommended survey. Please note that our
office requests consultation with the Office of State Archaeology Review Archaeologist to discuss
appropriate field methodologies prior to the archaeological field investigation.

One paper copy and one digital copy (PDF) of all resulting archaeological reports, as well as a digital copy
(PDF) of the North Carolina Site Form for each site recorded, should be forwarded to the Office of State
Archaeology (OSA) through this office, for review and comment as soon as they are available and in
advance of any construction or ground disturbance activities. OSA’s Archaeological Standards and
Guidelines for Background Research, Field Methodologies, Technical Reports, and Curation can be found
online at: https://files.nc.gov/dncr-arch/OSA_Guidelines_Dec2017.pdf.

We have determined that the project as proposed will not have an effect on any historic structures.

The above comments are made pursuant to Section 106 of the National Historic Preservation Act and the
Advisory Council on Historic Preservation’s Regulations for Compliance with Section 106 codified at 36
CFR Part 800.

Thank you for your cooperation and consideration. If you have questions concerning the above comment,
contact Renee Gledhill-Earley, environmental review coordinator, at 919-814-6579
or [e-mail]. In all future communication concerning this project, please cite the
above referenced tracking number.

Sincerely,

Ramona Bartos, Deputy
State Historic Preservation Officer

North Carolina Department of Natural and Cultural Resources
State Historic Preservation Office
Ramona M. Bartos, Administrator
Governor Roy Cooper Office of Archives and History
Secretary D. Reid Wilson Deputy Secretary, Darin J. Waters, Ph.D.

Location: 109 East Jones Street, Raleigh NC 27601 Mailing Address: 4617 Mail Service Center, Raleigh NC 27699-4617 Telephone/Fax: [phone]-6898
May 27, 2022

Dawn Reid [e-mail]
Archaeological Consultants of the Carolinas, Inc.
121 East First Street
Clayton, NC 27520

Re: Construct residential development, 200 Stone Chimney Road, Supply, Brunswick County,
ER 22-0003

Dear Ms. Reid:

Thank you for transmitting the archaeological report for the above-referenced undertaking that we received
on April 27, 2022. We have reviewed this report which meets our standards and those of the Department of
the Interior and offer the following comments.

Your archaeological survey resulted in the following:

• The identification of five new archaeological sites.
• Two of these sites represent prehistoric occupations. Two have historic occupations. Two have both
prehistoric and historic components.
• Due to disturbance at each of these sites, all are recommended not eligible for the NRHP. They have
fulfilled their research potential at this level of investigation and no further work is advocated.

Based on the information provided, we concur with your determination. We also concur with your
recommendation that no further archaeological work is needed for these sites and that the project can
proceed as recommended within the APE.

The above comments are made pursuant to Section 106 of the National Historic Preservation Act and the
Advisory Council on Historic Preservation’s Regulations for Compliance with Section 106 codified at 36
CFR Part 800.

ER 22-0003, May 27, Page 2 of 2
Location: 109 East Jones Street, Raleigh NC 27601 Mailing Address: 4617 Mail Service Center, Raleigh NC 27699-4617 Telephone/Fax: [phone]-6898
Thank you for your cooperation and consideration. If you have questions concerning the above comment,
contact Renee Gledhill-Earley, environmental review coordinator, at 919-814-6579
or [e-mail]. In all future communication concerning this project, please cite the
above referenced tracking number.

Sincerely,

Ramona Bartos, Deputy
State Historic Preservation Officer

WithersRavenel
Our People. Your Success.

IMPACT EXHIBITS
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A
S1 CONSTRUCTION ACCESS -----4 14 0.002 --
S2 RIP-RAP DISSIPATER 17 71 0.002 -------
S3 ROAD CROSSING 132 552 0.013 -------
S4 CONSTRUCTION ACCESS -----11 43 0.001 --
W1 CONSTRUCTION ACCESS --------70 0.002
W2 RIP-RAP DISSIPATER ---196 0.005 -----
W3 ROAD CROSSING ---625 0.015 -----
W4 ROAD CROSSING ---2,202 0.051 -----
W5 CONSTRUCTION ACCESS --------412 0.010
B W6 CONSTRUCTION ACCESS --------162 0.004
TOTAL IMPACTS 149 623 0.015 3,023 0.071 15 57 0.003 644 0.016
CULVERT DOWNSTREAM
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RCP TO BE BURIED A
MINIMUM OF 10" (20%)
RCP TO BE BURIED A
MINIMUM OF 10" (20%)
48" RCP
EXISTING
GRADE
48" RCPEXISTING
GRADE
W
W
W
W
W
W
W
W
W
W
W
W
W
W
>T
D
>T
D
10
10
15
10
1
5
1
5
10
15
1
0
1
5
10
+
0
0
10
+
4
0
10
+
0
0
10
+
4
0
STREAM 3
INTERMITTENT
IMPACT W5
(TEMPORARY WETLAND)
CONSTRUCTION ACCESS
0.010 AC - (412 SF)
SEE SHEET 3 FOR RIPRAP BASIN
ENERGY DISSIPATER DETAIL
IMPACT S4
(TEMPORARY STREAM)
CONSTRUCTION ACCESS
11 LF - (43 SF, 0.001 AC)
RETAINING WALL #4
STREAM 3
INTERMITTENT
IMPACT S1
(TEMPORARY STREAM)
CONSTRUCTION ACCESS
4 LF - (14 SF, 0.002 AC)
IMPACT S3
(PERMANENT STREAM)
ROAD CROSSING
132 LF - (552 SF, 0.013 AC)
133.5' OF
48" RCP
EX. STORM
DRAINAGE TO
BE REMOVED
WETLAND B
WETLAND B
RO
A
D

B
(60
'

P
U
B
L
I
C

R
O
W
)
IMPACT W3
(PERMANENT WETLANDS)
ROAD CROSSING
0.015 AC - (625 SF)
IMPACT W2
(PERMANENT WETLANDS)
RIP-RAP DISSIPATER
0.005 AC - (196 SF)
TOP OF BANK
TOE OF BANK
FEMA 100-YR
FLOODPLAIN
IMPACT W1
(TEMPORARY WETLAND)
CONSTRUCTION ACCESS
0.002 AC - (70 SF)
IMPACT W4
(PERMANENT WETLANDS)
ROAD CROSSING
0.051 AC - (2,202 SF)
IMPACT S2
(PERMANENT STREAM)
RIP-RAP DISSIPATER
17 LF - (71 SF, 0.002 AC)
CONSTRUCTED CHANNEL
WITHIN RIP-RAP (SEE DETAILS)
SCALE:
1" = 50' HORIZ.
1" = 5' VERT.
W:
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2
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WR Job No.DATE
DRN:DGN:CKD:WRWRWR
10/07/2022210954
A
20
0

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SCALE: 1 inch =
3015
30 ft.
WETLAND/STREAM DELINEATION
APPROVED BY USACE PRELIMINARY
JURISDICTIONAL DETERMINATION DATED
07/06/2022 (SAW-2022-00471)
NTS
TOP OF BANK
RIP RAPTOP OF RIP RAP
TO MATCH
PRE-CONSTRUCTION
STREAM CONTOUR
RIPRAP APRON DETAIL
SCALE:
1" = 50' HORIZ.
1" = 5' VERT.
IMPACT LEGEND
PERMANENT WETLANDS
TEMPORARY WETLANDS
PERMANENT STREAM (NO FUNCTIONAL LOSS)
PERMANENT STREAM (FUNCTIONAL LOSS)
TEMPORARY STREAM
19
21 20
52
53
51
23
22
20
20
IMPACT W6
(TEMPORARY WETLAND)
CONSTRUCTION ACCESS
0.004 AC - (162 SF)
STREAM 3
INTERMITTENT
WETLAND B
RETAINING
WALL #5
TOP OF BANK
W:
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WR Job No.DATE
DRN:DGN:CKD:WRWRWR
10/07/2022210954
B
20
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SCALE: 1 inch =
3015
30 ft.
WETLAND/STREAM DELINEATION
APPROVED BY USACE PRELIMINARY
JURISDICTIONAL DETERMINATION DATED
07/06/2022 (SAW-2022-00471)
NTS
TOP OF BANK
RIP RAPTOP OF RIP RAP
TO MATCH
PRE-CONSTRUCTION
STREAM CONTOUR
RIPRAP APRON DETAIL
IMPACT LEGEND
PERMANENT WETLANDS
TEMPORARY WETLANDS
PERMANENT STREAM (NO FUNCTIONAL LOSS)
PERMANENT STREAM (FUNCTIONAL LOSS)
TEMPORARY STREAM
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WB (
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LA (LENGTH OF APRON)
T 2
WO
(PIPE DIAMETER)
(NOMINAL)
T 2
SLOPE RIP-RAP AT 2:1 TO
EXISTING IF PLAIN END
1
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2
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2:
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(HORIZONTAL FLOOR)
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A
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N
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AT
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N
D

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RIP-RAP LINING
SEE TABLE FOR SIZE AND DEPTH
LEVEL
LEVEL
RIP-RAP TO EXISTING GRADE
APRON
INCISE PIPE FOR AQUATIC PASSAGE
(SEE PLAN & TABLES FOR INVERT)
TW (TAILWATER)YO YB
CHANNEL ELEVATION
(PIPE INCISED)
T1
T1
T1
RIP RAP THICKNESS
T1 = 2d50 OR 1.5dMAX
T2 = 3d50 OR 2 dMAX
(SEE DIMENSION TABLE)
GEOTEXTILE FABRIC
(NCDOT STANDARD
SPECIFICATION
SECTION 1056-TYPE 2)
END OF APRON TO CONFORM
TO EXISTING STREAM CHANNEL
(INCISE RIP-RAP TO MATCH
EXISTING CROSS-SECTION)
RIP RAP LINING
SEE TABLE FOR SIZE AND DEPTH
SEE PROFILE SEE PROFILE
PLAN
PROFILE
21
2 1 LEVEL
INCISE PIPE FOR AQUATIC PASSAGE
(SEE PLAN & TABLES FOR INVERT)
RIP-RAP LINING
SEE TABLE FOR SIZE AND DEPTH
GEOTEXTILE FABRIC
(NCDOT STANDARD
SPECIFICATION
SECTION 1056-TYPE 2)
2 1 21
2 1 21
hS (POOL DEPTH)
PIPE BEYOND
RIP-RAP LINING
SEE TABLE FOR SIZE AND DEPTH
GEOTEXTILE FABRIC
(NCDOT STANDARD
SPECIFICATION
SECTION 1056-TYPE 2)
WATER SURFACE PROFILE
AT DESIGN FLOW
2 1 21
PIPE BEYOND
RIP-RAP LINING
SEE TABLE FOR
SIZE AND DEPTH
GEOTEXTILE FABRIC
(NCDOT STANDARD SPECIFICATION
SECTION 1056-TYPE 2)
LEVEL
APRON
(LEVEL)
PIPE BEYOND
RIP-RAP LINING
SEE TABLE FOR SIZE AND DEPTH
GEOTEXTILE FABRIC
(NCDOT STANDARD
SPECIFICATION
SECTION 1056-TYPE 2)
"A"
"A""B""C""D"
"B"
"C"
"D"
SECTION "A-A"
SECTION "B-B"
SECTION "C-C"
SECTION "D-D"
END OF APRON TO CONFORM TO EXISTING
STREAM CHANNEL (INCISE RIP-RAP TO
MATCH EXISTING CROSS-SECTION)
EXISTING GRADE
EXISTING GRADE
PROPOSED GRADE
PROPOSED GRADE
PROPOSED GRADE
PROPOSED GRADE
WATER SURFACE PROFILE
AT DESIGN FLOW
WATER SURFACE PROFILE
AT DESIGN FLOW
WATER SURFACE PROFILE
AT DESIGN FLOW
WATER SURFACE PROFILE
AT DESIGN FLOW
EXISTING STREAM
CHANNEL BOTTOM
T1
T1
T1
RIP-RAP BASIN ENERGY DISSIPATOR
BASED ON HEC-14
NOT TO SCALE
INVERT AT END OF PIPE
(PIPE INCISED FOR AQUATIC
PASSAGE)
LEVEL
hS (POOL DEPTH)
WB (WIDTH OF BASIN)
(AT END OF APRON)
LB (LENGTH OF BASIN)
LS (LENGTH OF POOL)
LS (LENGTH OF POOL)
LB (LENGTH OF BASIN)
LA (LENGTH OF APRON)
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WR Job No.DATE
DRN:DGN:CKD:WRWRWR
10/07/202203210954
3
20
0

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RI
R
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B
A
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DI
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RIP-RAP ENERGY DISSIPATER DIMENSIONS
BASIN LENGTH (LB)16.00 FT
BASIN WIDTH (WB)14.67 FT
APRON LENGTH (LA)4.00 FT
POOL LENGTH (LS)12.00 FT
POOL DEPTH (HS)0.25 FT
RIP-RAP THICKNESS (T1)1.50 FT
RIP-RAP THICKNESS (T2)2.00 FT
RIP-RAP SIZE NCDOT CLASS B