20081063 Ver 2_ePCN Application_20221122

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:
4/27/2022
BIMS # Assigned* Version#*
20081063 2
Is a payment required for this project?*
No payment required
Fee received
Fee needed - send electronic notification
Reviewing Office*
Raleigh Regional Office - [phone]
Information for Initial Review
la. Name of project:
River Towne
la. Who is the Primary Contact?*
Rick Trone
What amout is owed?*
$240.00
$570.00
Select Project Reviewer*
Zachary Thomas:eads\ztthomas
lb. Primary Contact Email:* lc. Primary Contact Phone:*
[e-mail] [phone]
Date Submitted
11/22/2022
Nearest Body of Water
Hodges Mill Creek
Basin
Neuse
Water Classification
Class C;NSW
Site Coordinates
Latitude: Longitude:
35.843044 -78.479931
A. Processing Information
County (or Counties) where the project is located:
Wake
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: 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
1j. Is the project located in a designated trout watershed?
Yes No
B. Applicant Information
ld. 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:
RWC Buffaloe, LLC
2b. Deed book and page no.:
Deed Book: 015335 Page Number: 02065
2c. Contact Person:
2d. Address
Street Address
2820 Selwyn Avenue
Address Line 2
Suite 500
City
Charlotte, NC
Postal / Zip Code
28209
401 Water Quality Certification - Express
Riparian Buffer Authorization
State / Province / Region
NC
Country
USA
Yes No
Yes No

2e. Telephone Number: 2f. Fax Number:
[phone]
2g. Email Address: *
[e-mail]
3. Applicant Information (if different from owner)
3a. Name:
David Mason
3b. Business Name:
Landeavor, LLC
3c. Address
Street Address
105 E Waxhaw Professional Park Dr
Address Line 2
City
Waxhaw
Postal / Zip Code
28273
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
NC
Country
USA
3e. Fax Number:
State / Province / Region
NC
Country
USA
4e. Fax Number:
1. Project Information
1b. Subdivision name:
(if appropriate)
lc. Nearest municipality / town:
Knightdale, NC
2. Project Identification
2a. Property Identification Number:
1756421236,1756521190,1756309588,
1756410428
2b. Property size:
±304

2c. Project Address
Street Address
8301 Buffaloe Road
Address Line 2
City
Knightdale
Postal / Zip Code
27545
3. Surface Waters
3a. Name of the nearest body of water to proposed project: *
Hodges Mill Creek
3b. Water Resources Classification of nearest receiving water: *
Class C;NSW
3c. What river basin(s) is your project located in?*
Neuse
3d. Please provide the 12-digit HUC in which the project is located.
030202010703
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 site is currently vacant and consists of agricultural land and forested areas. General land use in the vicinity of the site is residential.
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:
15.27
4g. List the total estimated linear feet of all existing streams on the property:
14,466
4h. Explain the purpose of the proposed project: *
The purpose of the proposed project will consist of the construction of a mixed density residential development and associated infrastructure in 7 phases to meet the existing and growing
demand for residential housing in Wake County. The project is phased; however, impacts for all phases are being requested at this time.
4i. Describe the overall project in detail, including indirect impacts and the type of equipment to be used: *
The project consists of the construction of the following:
•436 single-family detached home lots
•82 single-family attached units
•381 townhome lots
• 117 acres of open space
• Construction of infrastructure (roads, greenways, utilities, stormwater management, etc.)
The proposed design for the roads will result in two stream crossings. "Street S" will cross Stream 6 perpendicularly with a culvert. "Street P" will connect to Buffaloe Road by crossing
Stream 2. Riprap dissipaters will be constructed below the culverts to dissipate flow velocity to prevent erosion and sedimentation of the streams.
Additional impacts are proposed for one greenway trail crossing, a wetland impact due to site grading, required widening of Buffaloe Road, and offsite water and sewer force main
extensions.
The internal gravity sewer will be installed using conventional open trenching methodology. Temporary impacts for internal sewer lines are proposed for one stream crossing and wetland
conversion impacts.
Typical construction equipment and techniques will be utilized during construction.
5. Jurisdictional Determinations
5a. Have the wetlands or streams been delineated on the property or proposed impact areas?*
Yes
Comments:
No Unknown
WR conducted a delineation of the wetlands, streams, and riparian buffers in January 2021.
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-2021-00605
5c. If 5a is yes, who delineated the jurisdictional areas?
Name (if known): Alyssa Ricci, Patrick Welsh

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
An emailed concurrence letter was received from the USACE on January 4, 2022. Please see attached concurrence letter.
NC DWR issued a Neuse River Riparian Buffer Determination Letter (NBRRO # 21-247) on August 27, 2021, which has been provided as an attachment.
6. Future Project Plans
6a. Is this a phased project?*
Yes No
6b. If yes, explain.
The project consists of 7 phases; however, impacts for all phases are being requested at this time.
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 Streams -tributaries
Open Waters Pond Construction
2. Wetland Impacts
Buffers
J
2a. Site #* (?)
2a1 Reason (?)
2b. Impact type* (?)
2c. Type of W.*
2d. W. name
2e. Forested*
2f. Type of Jurisdicition*
(?)
2g. Impact
area*
W1
Road Crossing
P
Unknown
Wetland N
Yes
Both
0.016
(acres)
W2
Greenway
P
Unknown
Wetland M
Yes
Both
0.034
(acres)
W3
Greenway
T
Unknown
Wetland M
Yes
Both
0.009
(acres)
W4
Sewer Line
T
Unknown
Wetland L
Yes
Both
0.310
(acres)
W5
Sewer Line
T
Unknown
Wetland L
Yes
Both
0.024
(acres)
W6
Sewer Line
T
Unknown
Wetland L
Yes
Both
0.103
(acres)
W7
Sewer Line
T
Unknown
Wetland H
Yes
Both
0.013
(acres)
W8
Sewer Line
T
Unknown
Wetland H
Yes
Both
0.027
(acres)
W9
Sewer Line
T
Unknown
Wetland H
Yes
Both
0.011
(acres)
W10
Grading
P
Unknown
Wetland G
Yes
Both
0.020
(acres)
Wil
Road Crossing
P
Unknown
Wetland C
Yes
Both
0.002
(acres)
W12
Road Crossing
P
Unknown
Wetland D
Yes
Both
0.146
(acres)
W13
Road Widening
P
Unknown
Wetland A
Yes
Both
0.040
(acres)
W14
Sewer Line
T
Unknown
Wetland AA
Yes
Both
0.054
(acres)
W6A
Const. Easement
T
Unknown
Wetland L
Yes
Both
0.030
(acres)
2g. Total Temporary Wetland Impact
0.581
2g. Total Permanent Wetland Impact
0.258
2g. Total Wetland Impact
0.839

2i. Comments:
3. Stream Impacts
3a. Reason for impact (?)
3b.lmpact type*
3c. Type of impact*
3d. S. name*
3e. Stream Type*
(?)
3f. Type of
Jurisdiction*
3g. S. width
3h. Impact
length*
S1
Road Crossing
Permanent
Culvert
Stream 6
Intermittent
Both
6
Average (feet)
161
(linear feet)
S2
Dissipator
Permanent
Rip Rap Fill
Stream 6
Intermittent
Both
6
Average (feet)
17
(linear feet)
S3
Const. Access/Dewatering
Temporary
Dewatering
Stream 6
Intermittent
Both
6
Average (feet)
6
(linear feet)
S4
Sewer Crossing
Temporary
Excavation
Stream 4
Intermittent
Both
6
Average (feet)
34
(linear feet)
S5
Stormwater Oulet
Permanent
Other
Stream 2
Intermittent
Both
5
Average (feet)
24
(linear feet)
S6
Const. Access/Dewatering
Temporary
Dewatering
Stream 2
Intermittent
Both
5
Average (feet)
10
(linear feet)
S7
Dissipator
Permanent
Rip Rap Fill
Stream 2
Intermittent
Both
5
Average (feet)
12
(linear feet)
S8
Road Crossing
Permanent
Culvert
Stream 2
Intermittent
Both
5
Average (feet)
125
(linear feet)
S9
Const. Access/Dewatering
Temporary
Dewatering
Stream 2
Intermittent
Both
5
Average (feet)
30
(linear feet)
3i. Total jurisdictional ditch impact in square feet:
0
3i. Total permanent stream impacts:
339
3i. Total stream and ditch impacts:
419
3j. Comments:
6. Buffer Impacts (for DWR)
6a. Project is in which protect basin(s)?
Check all that apply.
Neuse
Catawba
Goose Creek
Other
3i. Total temporary stream impacts:
80
Tar -Pamlico
Randleman
Jordan Lake
6b. Impact Type
6c. Per or Temp
6d. Stream name
6e. Buffer mitigation required?
6f. Zone 1 impact
6g. Zone 2 impact
B1:SCM Outfall
P
Stream 8
No
727
550
B2:Sewer Crossing
P
Stream 3
No
0
2,025
B3:Sewer Crossing
P
Stream 3
Yes
746
5,017
B4:Trail Crossing
P
Stream 3
No
1,210
807
B5:Road Crossing
P
Stream 6
Yes
10,149
6,047
B6:SCM Outfall
P
Stream 7
No
1,219
1,115
B7:SCM Outfall
P
Stream 5
No
885
562
B8:Sewer Crossing
P
Stream 3
Yes
495
5,404
69:Sewer Crossing
P
Stream 3
No
2,621
4,212
B10:Sewer Crossing
T
Stream 3
No
886
419
B11:Sewer Crossing
P
Stream 3
No
0
3,199
612:Sewer Crossing
P
Stream 3
Yes
3,414
10,187
B13:Sewer Crossing
P
Stream 3
No
0
194

B14:Sewer Crossing
P
Stream 3
Yes
697
2,986
B15:Sewer Crossing
P
Stream 3
Yes
854
4,980
B16:Sewer Crossing
P
Stream 3
Yes
978
8,476
B17:SCM Outfall
P
Stream 3
No
711
381
B18:Road Crossing
P
Stream 2
Yes
12,739
5,461
B19: Road Widening
P
Stream 1
No
473
535
B20:Sewer/Water
P
Stream 9
No
233
1,767
B21:SewerCrossing
P
Stream 10
No
1,314
974
B22:SewerCrossing
P
Stream 11
No
1,358
598
B23:Sewer Crossing
P
Stream 3
No
2,760
1,836
B5A:Road Crossing
T
Stream 6
No
600
41
6h. Total buffer impacts:
Total Temporary impacts:
Total Permanent impacts:
Total combined buffer impacts:
6i. Comments:
Zone 1
1,486.00
Zone 1
43,583.00
Zone 2
460.00
Zone 2
67,313.00
Zone 1 Zone 2
45,069.00 67,773.00
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 two
road crossings to access developable uplands within the site and create connectivity to existing roads. There are no impacts proposed for construction
of lots. All road crossings have been designed to cross streams perpendicularly to minimize impacts to streams and riparian buffers.
Riprap dissipators will be constructed at road crossings such that the riprap will be installed by burying the riprap such that the top of the riprap matches
the pre -construction contours of the natural stream bed, allowing for the passage of aquatic life and preventing a loss of function of stream channel.
Upon completion of construction, all temporarily impacted streams will be restored to pre -construction conditions and grades, and temporarily stabilized
with biodegradable matting and buffers will be seeded with a riparian seed mix. No matting will be placed on the stream bed.
The internal gravity sewer was designed to minimize impacts to wetlands and stream by locating the sewer line within uplands and roads where
possible. Where wetland and stream crossings could not be avoided, the alignments have been designed to cross wetlands, streams, and buffers
perpendicularly to the extent possible.
Impacts to riparian buffers have been minimized to the greatest extent possible. The proposed riparian buffer impacts will occur from construction of the
road crossings, required road widening, utilities and SCM outlets. Sewer line construction has been designed to minimize Zone 1 impacts wherever
possible. Buffer impacts for the sewer lines could not be entirely avoided due to topography and the need to install gravity sewer. All proposed riparian
buffer impacts are for uses are classified as "deemed allowable", "allowable upon authorization" or "allowable with mitigation" in the Neuse River
Riparian Buffer Rules' Table of Uses.
lb. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:
Access during construction will occur within uplands. Additionally, sediment and erosion control measures will be installed prior to construction.
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:
Falling Creek Umbrella Mitigation Bank
3b. Credits Purchased/Requested (attach receipt and letter)
Type: Quantity:
Stream 620 If
Riparian wetland 1.01 ac
3c. Comments
WithersRavenel contacted mitigation banks that service the Neuse 03020201 basin to determine availability of stream mitigation credits. A Statement of
Availability letter from Wildlands for the 620 If of stream mitigation and 1.001 acres of wetland mitigation has been provided as an attachment.
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
6b. If yes, then identify the square feet of impact.
6c. Reason for impact
6d. Total impact (square
feet)
Multiplier
6e. Required mitigation
(square feet)
Zone 1
Non-perp Sewer Line Crossing (6), Road Crossing
>1/3 ac (2)
30,072
3
90,216
Zone 2
Road Crossing >1/3 ac (2)
6f. Total buffer mitigation required
107628
11,608
1.5
6g. If buffer mitigation is required, is payment to a mitigation bank or NC Division of Mitigation Services proposed?
Yes No
6j. Comments:
WR obtained a Statement of Availability from Wildlands Holdings for the entire 107,628 sf of buffer mitigation proposed, which is attached.
F. Stormwater Management and Diffuse Flow Plan (required by DWR)
17,412
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
What type of SCM are you providing?
Level Spreader
Vegetated Conveyance (lower SHWT)
Wetland Swale (higher SHWT)
Other SCM that removes minimum 30% nitrogen
Proposed project will not create concentrated stormwater flow through the buffer
2. Stormwater Management Plan
2a. Is this a NCDOT project subject to compliance with NCDOT's Individual NPDES permit NCS000250?*
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
Local Government Stormwater Programs
Phase II NSW USMP Water Supply
Please identify which local government stormwater program you are using.
City of Raleigh

Comments:
The stormwater management plan will be reviewed and approved by the City of Raleigh as the certified local municipality.
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 any additional development that would impact nearby 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.
Onsite sewage will be conveyed via collection system to nearest treatment facility.
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?
WR reviewed the NC Natural Heritage Program (NCNHP) database, located at https://ncnhde.natureserve.org/, as well as NCNHP GIS data to identify if
there were any known occurrences of endangered species on or near the proposed project. The review of the NCNHP data did not identify any recent
occurrences of federally listed threatened or endangered species or critical habitat on the subject property or within 1.0 miles of the project, see attached
NCNHP project review letter.
WR received a concurrence letter from the USFWS on January 3, 2022. USFWS indicated the proposed project was not likely to adversely affect any
federally -listed endangered or threatened species, their formally designated habitat, or species currently proposed for listing. Please see attached
USFWS 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? *
There are no EFH waters in Wake County.
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?*
In April 2021, WR submitted a SHPO request review for the site. It was noted that multiple structures were present within the project area. Additionally, a
gravesite was found within the eastern portion of parcel 1. The project is planned to be designed around the gravesite. SHPO issued a comment letter
on June 11, 2021, that mentioned a 2013 survey which uncovered six archaeological sites and the Watkins Cemetery in the project area. SHPO did not
recommend any further work for the archeological sites however, the cemeteries are protected under state law. Since the Watkins Cemetery contains
additional gravesites marked with fieldstones and due to the possibility for unmarked graves, SHPO recommended an archaeological delineation of the
cemetery be conducted. Terracon Consultants coordinated with SHPO to establish the survey area and protocol and then conducted a Phase 1
archeological survey for the project and identified 7 new archeological sites. In a letter dated September 9, 2022, SHPO agreed with Terracon's
recommendation that the sites should not be considered eligible for listing in the NRHP. Therefore, the proposed project will not result in impacts to
archeological, historic or cultural resources. The SHPO final comment letter has been provided as an attachment.
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain?*
Yes No
8c. What source(s) did you use to make the floodplain determination?*
FEMA 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 and Attachments.pdf 35.36MB
File must be PDF or KMZ
Comments
Please see attached Cover Letter and Attachments.
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
11/22/2022

-0- WithersRavenel
.. Our People. Your Success.
November 22, 2022
US Army Corps of Engineers
Raleigh Regulatory Field Office
Mr. Lyle Phillips
3331 Heritage Trade Drive
Suite 105
Wake Forest, NC 27587
NC -Division of Water Resources
401 & Buffer Permitting Unit
Ms. Kelsey Rowland
1617 Mail Service Center
Raleigh, NC 27699
Re: River Towne - NWP 29 PCN Submittal
Knightdale, Wake County
USACE AID: SAW-2021-00605
WR Project #02201399.10
Dear Mr. Phillips and Ms. Rowland,
On behalf of Landeavor, LLC, we are requesting authorization from the USACE to use NWP 29, as
well as requesting a 401 WQC and Neuse River Buffer Authorization from NC DWR, for the
following impacts:
Proposed Impact Table
Feature
Type of Impact
Impact Area
LF
SF
AC
Stream
Permanent (Functional Loss)
310
904
0.021
Stream
Permanent (No Functional Loss)
29
114
0.003
Stream
Temporary
80
323
0.007
Stream Totals
419
1,341
0.031
Wetland
Permanent
-
11,228
0.258
Wetland
Temporary
-
4,083
0.093
Wetland
Temporary - Permanent
Conversion
21,251
0.487
Wetland Totals
-
36,562
0.838
Zone 1
Permanent
-
40,678
0.934
Zone 2
Permanent
-
63,974
1.469
Zone 1
Temporary
-
4,371
0.1
Zone 2
Temporary
-
3,799
0.087
Buffer Totals
-
112,822
2.59
The proposed total permanent impacts to jurisdictional waters are 0.279 acres (see table below)
and therefore the project is eligible for authorization under an NWP 29.
Type of Impact
Perm Impact Area (acres)
Stream (Functional Loss)
0.021
Wetlands
0.258
Totals
0.279
115 MacKenan Drive I Cary, NC 27511
t: 910.469.3340 1 www.withersravenel.com I License No. F-1479
Asheville I Cary I Charlotte I Greensboro I Lumberton I Pittsboro I Raleigh I Southern Pines I Wilmington

River Towne :: WV i t h e rs Rave n e l
Knightdale, Wake Co.
NWP 29 PCN Submittal Our People. Your Success -
We are also requesting an NC DWR Riparian Buffer Authorization for 104,652 sf of permanent
buffer impacts for construction of the proposed subdivision (40,678 sf Zone 1, 63,974 sf Zone 2)
The proposed project consists of the construction of a 936-lot mixed -density residential
subdivision and associated infrastructure (roads, sidewalks, open recreational space, utilities,
stormwater management, etc.).
The proposed River Towne subdivision consists of four parcels (PINS: 1756421236, 175641190,
1756410428, 1756309588) located at 8301 Buffaloe Road in Knightdale, Wake County (Lat:
35.843044°N;-78.479931°W). The project site is ±307 acres.
The project is in the Neuse River basin (HUC: 03020201) and onsite waters drain to Hodges Mill
Creek. The Water Quality Classification for Hodges Mill Creek is: Class C; NSW and the Stream
Index Number is: 27-26-1-(2).
Proposed Project
The purpose of the proposed project will consist of the construction of a mixed density residential
development and associated infrastructure in 7 phases to meet the existing and growing demand
for residential housing in Wake County. The project is phased; however, impacts for all phases are
being requested at this time.
The project consists of the construction of the following:
• 436 single-family detached home lots
• 82 single-family attached units
• 381 townhome lots
• 117 acres of open space
• Construction of infrastructure (roads, greenways, utilities, stormwater management, etc.)
The proposed design for the roads will result in two stream crossings. "Street S" will cross Stream
6 perpendicularly with a culvert. "Street P" will connect to Buffaloe Road by crossing Stream 2.
Riprap dissipators will be constructed below the culverts to dissipate flow velocity to prevent
erosion and sedimentation of the streams.
Additional impacts are proposed for one greenway trail crossing, a wetland impact due to site
grading, required widening of Buffaloe Road, and offsite water and sewer force main extensions.
The internal gravity sewer will be installed using conventional open trenching methodology.
Temporary impacts for internal sewer lines are proposed for one stream crossing and wetland
conversion impacts.
Project History
WR conducted a delineation of the wetlands, streams, and riparian buffers in January 2021.
WR received a concurrence letter from the USFWS on January 3, 2022. USFWS indicated the
proposed project was not likely to adversely affect any federally -listed endangered or threatened
species, their formally designated habitat, or species currently proposed for listing.
An emailed concurrence letter was received from the USACE on January 4, 2022. See attached
concurrence letter and delineation exhibit.
NC DWR issued a Neuse River Riparian Buffer Determination Letter (NBRRO # 21-247) on August
27, 2021, which has been provided as an attachment.
Page 2 of 11

River Towne :: W i k h e rs Rave n e l
Knightdale, Wake Co.
NWP 29 PCN Submittal ❑urPeople.Your Success -
In April 2021, WR submitted a SHPO request review for the site. It was noted that multiple
structures were present within the project area. Additionally, a gravesite was found within the
eastern portion of parcel 1. The project is planned to be designed around the gravesite. SHPO
issued a comment letter on June 11, 2021, that mentioned a 2013 survey which uncovered six
archaeological sites and the Watkins Cemetery in the project area. SHPO did not recommend any
further work for the archeological sites however, the cemeteries are protected under state law.
Since the Watkins Cemetery contains additional gravesites marked with fieldstones and due to the
possibility for unmarked graves, SHPO recommended an archaeological delineation of the
cemetery be conducted. Terracon Consultants coordinated with SHPO to establish the survey area
and protocol and then conducted a Phase 1 archeological survey for the project and identified 7
new archeological sites. In a letter dated September 9, 2022, SHPO agreed with Terracon's
recommendation that the sites should not be considered eligible for listing in the NRHP.
Therefore, the proposed project will not result in impacts to archeological, historic or cultural
resources. The SHPO final comment letter has been provided as an attachment.
Proposed Impacts
The proposed project will require the following impacts:
Impact
#
Reason for Impact
Wetlands
Streams
Perm
Temp
Permanent
(Functional Loss)
Permanent (No
Functional Loss)
Temporary
AC
AC
AC
LF
AC
LF
AC
LF
S1
Road Crossing
0.010
161
-
-
S2
Dissipator
-
-
0.001
17
S3
Construction
Access/Dewatering
0.0002
6
W1
Road Crossing
0.016
W2
Greenway
0.034
W3
Greenway
-
0.009
-
-
W6A
Construction
Easement
-
0.030
-
-
W10
Grading
0.020
-
-
S4
Sewer Crossing
-
-
0.005
34
S5
Stormwater Outlet
0.002
24
-
-
-
S6
Construction
Access/Dewatering
0.001
10
S7
Dissipator
-
-
0.002
12
-
-
S8
Road Crossing
0.009
125
-
-
-
-
S9
Construction
Access/ Dewatering
0.001
30
W11
Road Crossing
0.002
W12
Road Crossing
0.146
Page 3 of 11

River Towne
Knightdale, Wake Co.
NWP 29 PCN Submittal
::WithersRavenel
Our People. Your Success.
W13
Road Widening
0.040
-
-
-
W14
Sewer Line
-
0.054
-
Totals
0.258
0.093
0.021
310
0.003
29
0.0072
80
Permanent Wetland Conversion Impact Table
Impact #
Reason for Impact
Impact Type
Acres
Square
Footage
W4
Sewer Line
Temporary (permanent
0.310
13,498
conversion)
W5
Sewer Line
Temporary (permanent
0.024
1,039
conversion)
W6
Sewer Line
Temporary (permanent
0.103
4,467
conversion)
W7
Sewer Line
Temporary (permanent
0.013
587
conversion)
W8
Sewer Line
Temporary (permanent
0.027
1,173
conversion)
W9
Sewer Line
Temporary (permanent
0.011
487
conversion)
Totals
0.488
21,251
Page 4 of 11

River Towne
Knightdale, Wake Co.
NWP 29 PCN Submittal
4: WithersRavenel
❑ur People. Your success.
Impact
#
Reason for Impact
Buffers
Permanent
Temporary
Zone 1
Zone 2
Zone 1
Zone 2
SF
AC
SF
AC
SF
AC
SF
AC
B1
SCM Outfall
727
0.017
550
0.013
-
-
-
-
B2
Sewer Crossing
-
-
2,025
0.046
-
-
-
-
B3
Sewer Crossing
746
0.017
5,017
0.115
-
-
-
-
B4
Trail Crossing
1,210
0.028
807
0.019
-
-
-
-
B5
Road Crossing
10,149
0.233
6,047
0.139
-
-
-
-
B5A
Road Crossing
-
-
-
-
600
0.014
41
0.001
B6
SCM Outfall
1,219
0.028
1,115
0.026
-
-
-
-
B7
SCM Outfall
885
0.020
562
0.013
-
-
-
-
B8
Sewer Crossing
495
0.011
5,404
0.124
-
-
-
-
B9
Sewer Crossing
2,621
0.060
4,212
0.097
-
-
-
-
B10
Sewer Crossing
-
-
-
-
866
0.020
419
0.010
B11
Sewer Crossing
-
-
3,199
0.073
-
-
-
-
B12
Sewer Crossing
3,414
0.078
10,187
0.234
-
-
-
-
B13
Sewer Crossing
-
-
194
0.004
-
-
-
-
B14
Sewer Crossing
697
0.016
2,986
0.069
-
-
-
-
B15
Sewer Crossing
854
0.020
4,980
0.114
-
-
-
-
B16
Sewer Crossing
978
0.022
8,476
0.195
-
-
-
-
B17
SCM Outfall
711
0.016
381
0.009
-
-
-
-
B18
Road Crossing
12,739
0.292
5,461
0.125
-
-
-
-
B19
Road Widening
473
0.011
535
0.012
-
-
-
-
B20
Sewer/Water
233
0.005
1,767
0.041
-
-
-
-
B21
Sewer Crossing
1,314
0.030
974
0.022
-
-
-
-
B22
Sewer Crossing
1,358
0.031
598
0.014
-
-
-
-
B23
Sewer Crossing
2,760
0.063
1,836
0.042
-
-
-
-
Totals
43,583
1.001
67,313
1.545
1,486
0.034
460
0.011
Page 5 of 11

River Towne
Knightdale, Wake Co.
NWP 29 PCN Submittal
• 0.258 ac of permanent wetland impacts
• 0.093 ac of temporary wetland impacts
::WithersRavenel
Our People. Your Success.
• 0.488 ac of permanent wetland conversion impacts
• 0.021 ac (310 If) of permanent stream impacts with functional loss
• 0.003 ac (29 If) of permanent stream impacts with no functional loss
• 0.0072 ac (80 If) of temporary stream impacts
• 110,896 sf of permanent riparian buffer impacts (Zone 1: 43,583 sf; Zone 2: 67,313 sf)
• 1,946 sf of temporary buffer impacts (Zone 1: 1,486 sf; Zone 2: 460 sf)
Proposed permanent stream impacts are necessary for the installation of two road crossings and
widening of Buffaloe Road. Temporary stream impacts are also proposed for rip rap dissipators
and construction/dewatering at the crossings. A single temporary stream impact is proposed for
installation of the gravity sewer line.
"Street S" will cross Stream 6 perpendicularly with a culvert. "Street P" will connect to Buffaloe
Road by crossing Stream 2 perpendicularly. The 42" RCP culvert under "Street S" is proposed to
be buried 10.5" and the 54" RCP culvert under "Street P" will be buried 12" below the stream bed
to allow for aquatic life passage. Riprap dissipators will be installed below the culverts to prevent
erosion and sedimentation of downstream waters. The riprap will be installed by burying the riprap
such that the top of the riprap matches the pre -construction contours of the natural stream bed,
allowing for the passage of aquatic life and preventing a loss of stream function.
A stormwater culvert extension is proposed due to required widening of Buffaloe Road which will
result in a permanent stream impact. No other stream impacts are proposed for the project.
Permanent wetland impacts are necessary at both road crossings, a short segment of greenway
trail where the trail crosses Stream 3 and Wetland M, widening of Buffaloe Road, and site grading
impacting Wetland G. Temporary wetland impacts are proposed for a portion of a boardwalk
crossing and installation of gravity sewer. Offsite sewer line installation along Old Crews Road will
result in temporary wetland impacts; however, the line will be installed in the existing cleared right
of way adjacent to the road. The remainder of the temporary wetland impacts are those for sewer
line installation (permanent conversion impacts).
Permanent buffer impacts are proposed for four SCM outfalls, the two road crossings mentioned
previously, one greenway boardwalk/trail crossing, road widening, and installation of gravity sewer
lines. Some temporary buffer impacts are necessary for one road crossing and for the installation
of sewer and water lines within the existing and cleared right of way along Old Crews Road and
Buffaloe Road. Additionally, 1,285 sf of temporary buffer impacts are proposed within the
construction easement for the gravity sewer.
The installation of the onsite utilities (gravity sewer & water) will be installed using traditional
methods and all stream and wetland impacts associated with the installation of the utilities will be
temporary. Some unavoidable impacts to buffers will result from sewer installation. The utility
easements will be mowed/maintained through the wetlands and buffers in perpetuity, resulting in
0.488 acres of permanent wetland conversion impacts and 104,652 sf of permanent buffer
impacts.
Page 6 of 11

River Towne :: WV i t h e rs Rave n e l
Knightdale, Wake Co.
NWP 29 PCN Submittal Our People. Your Success -
During construction of the culverted road crossing, sewer crossings, work will be completed "in
the dry" by constructing temporary coffer dams upstream and downstream of the culverts as
needed within the impact areas and pumping flow around the construction area. Upon completion
of construction, all temporarily impacted streams and buffers will be restored to pre -construction
contours and the banks will be stabilized using a biodegradable matting and seeded with a riparian
seed mix. No matting will be placed on the stream beds. Additionally, all temporarily impacted
wetlands will be restored to natural grade and seeded with a wetland seed mix to provide
temporary stabilization until natural revegetation permanently stabilizes these areas.
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 two road crossings to access developable
uplands within the site and create connectivity to existing roads. There are no impacts proposed
for construction of lots. All road crossings have been designed to cross streams perpendicularly
to minimize impacts to streams and riparian buffers.
Riprap dissipators will be constructed at road crossings such that the riprap will be installed by
burying the riprap such that the top of the riprap matches the pre -construction contours of the
natural stream bed, allowing for the passage of aquatic life and preventing a loss of function of
stream channel.
Upon completion of construction, all temporarily impacted streams will be restored to pre -
construction conditions and grades, and temporarily stabilized with biodegradable matting and
buffers will be seeded with a riparian seed mix. No matting will be placed on the stream bed.
The internal gravity sewer was designed to minimize impacts to wetlands and stream by locating
the sewer line within uplands and roads where possible. Where wetland and stream crossings
could not be avoided, the alignments have been designed to cross wetlands, streams, and buffers
perpendicularly to the extent possible.
Impacts to riparian buffers have been minimized to the greatest extent possible. The proposed
riparian buffer impacts will occur from construction of the road crossings, required road widening,
utilities and SCM outlets. Sewer line construction has been designed to minimize Zone 1 impacts
wherever possible. Buffer impacts for the sewer lines could not be entirely avoided due to
topography and the need to install gravity sewer. All proposed riparian buffer impacts are for uses
are classified as "deemed allowable", "allowable upon authorization" or "allowable with mitigation"
in the Neuse River Riparian Buffer Rules' Table of Uses.
Access during construction will occur within uplands. Additionally, sediment and erosion control
measures will be installed prior to construction.
Page 7 of 11

River Towne
Knightdale, Wake Co.
NWP 29 PCN Submittal
Mitigation
Stream Mitigation
::WithersRavenel
Our People. Your Success.
The proposed project will result in 0.213 acres (339 If) of permanent stream impacts, of which
0.021 ac (310 If) will result in functional loss as depicted in the table below.
Stream Impact Mitigation
Table
Impact #
Reason for Impact
Functional Loss
S1
Road Crossing (Traditional
161 If /0.010 ac
Culvert)
S5
SW Outlet/Road Widening
24 If/0.002 ac
S8
Road Crossing (Traditional
125 If/0.009 ac
Culvert)
Total
310 If/0.021 ac
The applicant proposes to mitigate for the 0.021 ac/310 If of functional loss at a 2:1 mitigation
ratio, resulting in the provision of 620 If of stream mitigation. WithersRavenel contacted mitigation
banks that service the Neuse 03020201 basin to determine availability of stream mitigation
credits. A Statement of Availability letter from Wildlands for the 620 If of stream mitigation has
been provided as an attachment.
The total stream mitigation proposed is depicted in the following table:
Stream Mitigation Table (Total)
Impact Type
Mitigation Proposed
Impacts Requiring Mitigation
310 If
Total Mitigation Proposed @ 2:1
620 If
Wetland Mitigation
The proposed project will result in 0.258 acres of permanent wetland impacts and 0.488 acres of
permanent wetland conversion impacts that require mitigation as depicted in the tables below
Wetland Impact Mitigation
Table
Impact #
Reason for Impact
Impact Amount
W1
Road Crossing
0.016 ac
W2
Greenway
0.034 ac
W10
Grading
0.020 ac
W11
Road Crossing
0.002 ac
W12
Road Crossing
0.146 ac
W13
Road Widening
0.040 ac
Total
0.258 ac
Page 8 of 11

River Towne
Knightdale, Wake Co.
NWP 29 PCN Submittal
::WikhefsRavenel
Our People. Your Success.
Wetland Conversion Impact Mitigation Table
Impact #
Reason for Impact
Impact Amount
W4-W9
Sewer Line (permanent
conversion)
0.488 ac
Total
0.488 ac
The total wetland mitigation proposed is depicted in the following table:
Wetland Mitigation Table (Total)
Impact Type
Mitigation Proposed
Permanent Wetlands @ 2:1
0.516 ac
Wetland Conversion @ 1:1
0.488 ac
Total Mitigation Proposed
1.004 ac
The applicant proposes to mitigate for the 0.258 acres of permanent wetland impacts at a 2:1
mitigation ratio and mitigate for the 0.488 acres of permanent wetland conversion impacts
(maintenance of permanent sewer easement) at a 1:1 ratio resulting in the provision of 1.004 acres
of wetland mitigation. WithersRavenel contacted mitigation banks that service the Neuse
03020201 basin to determine availability of wetland mitigation credits. A Statement of Availability
letter from Wildlands for 1.004 acres of wetland mitigation has been provided as an attachment.
Buffer Mitigation
There are eight (8) buffer impacts which are "allowable with mitigation upon authorization." Six of
these impacts are B3, B8, B12, B14, B15, and B16 all of which are non -perpendicular sewer line
impacts where mitigation is required for Zone 1 impacts. Permanent buffer impacts B2, B11, and
B13 are also non -perpendicular sewer line impacts but do not require mitigation because there
are no Zone 1 impacts. Impacts B9 and B23 are perpendicular sewer crossings that have a
construction corridor of less than or equal to 40 linear feet and a permanent maintenance corridor
equal to or less than 30 and therefore are considered "Deemed Allowable."
Impact B5 requires mitigation for a road crossing that permanently impacts greater than a third of
an acre of riparian buffer. Similarly, impact B18 also impacts greater than one third of an acre of
riparian buffer. SCM outlet impacts (131, B6, B7, and B17), are "Deemed Allowable" impacts as
these are considered new drainage conveyances from primary SCM's. Impact B4 for a greenway
trail is an "Allowable" activity. Impact B19 for required road widening of Buffaloe Road is also an
"Allowable" impact.
Lastly, permanent impacts B20 and B22 are "Deemed Allowable" and are located largely within
the existing road ROW and are being included for clarity. Note that only an extremely small Zone
2 impact will occur for impact B20 that is outside the ROW. Impact B22 is similar to B20 however
the small area outside the ROW impacts both Zone 1 and Zone 2. Impact B22 is also a "Deemed
Allowable" impact because it has a construction corridor less than 40 linear feet wide and a
Page 9 of 11

River Towne
Knightdale, Wake Co.
NWP 29 PCN Submittal
::WithersRavenel
❑ur People. Your Success.
permanent maintenance corridor less than 30 linear feet wide. Impact B23 is completely within
the existing road ROW and is being included here only for clarity.
The buffer impacts requiring mitigation are depicted in the following table:
Buffer Impact Mitigation Table
Impact #
Impact Type/Reason for Mitigation
Zone 1 (sf)
Zone 2 (sf)
No mitigation
B3
Non-Perp Sewer Line
746
required for
Zone 2
B5
Road Crossing Impacting >1/3 Acre
10,149
6,047
No mitigation
B8
Non-Perp Sewer Line
495
required for
Zone 2
No mitigation
B12
Non-Perp Sewer Line
3,414
required for
Zone 2
No mitigation
B14
Non-Perp Sewer Line
697
required for
Zone 2
No mitigation
B15
Non-Perp Sewer Line
854
required for
Zone 2
No mitigation
B16
Non-Perp Sewer Line
978
required for
Zone 2
B18
Road Crossing Impacting >1/3 Acre
12,739
5,561
Total
30,072
11,608
Buffer Mitigation Table
Zone
Impact Requiring
Mitigation (sf)
Multiplier
Total (sf)
Zone 1
30,072
3
90,216
Zone 2
11,608
1.5
17,412
Total Mitigation Required
107,628
WithersRavenel contacted mitigation banks that service the Neuse 03020201 basin to determine
availability of buffer mitigation. WR obtained a Statement of Availability from Wildlands Holdings
for the entire 107,628 sf of buffer mitigation proposed, which is attached.
Stormwater Management Plan
Page 10 of 11

River Towne
Knightdale, Wake Co.
NWP 29 PCN Submittal
::WithefsRavenel
Our People. Your Success.
The stormwater management plan consists of seven wet detention basin SCMs which provide a
minimum of 30% nitrogen removal and therefore diffuse flow is not required. The stormwater
management plan will be reviewed and approved by the City of Raleigh as the certified local
municipality.
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 Forms
• USGS Quads
• Wake County Soil Survey
• USACE Concurrence Email
• Approved Delineation Exhibit
• NCDWR Buffer Determination Letter
• USFWS Concurrence Letter
• SHPO Comment Letter
• Wildlands Statement of Availability for Stream & Wetland Mitigation
• Wildlands Statement of Availability for Buffer Mitigation
• Preliminary Site Plan
• Impact Exhibits
Page 11 of 11

■■ WithersRavenel
lipOur People. Your Success.
AGENT AUTHORIZATION

-0 WithersRavenel
NoOur People. Your Success.
AUTHORIZATION FOR PROPERTY ACCESS
The undersigned owner(s), Charles & Martha Murra , do(es) hereby authorize WithersRavenel, Inc. to access
the following parcels listed below located in Raleigh, 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.) associated with the proposed sewer easement.
• Wake Co. PIN: 1756542223, ±27.66 acres, located south of Watkins Rd
• Wake Co. PIN: 1756548100,±24.62 acres, located south of Watkins Rd
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.
Contract Purchaser's Agent Info:
WithersRavenel, Inc.
115 MacKenan Drive
Cary, NC 27511
Tel. [phone]
Date:
Signature of Owner(s):
C'Iiae-laS M f,-r
Name - Print Ti le
C�hl M.
Signature
Mailing Address
0` L 'Z-) 5i 9
City State Zip
Phone: 9) `I % g (O ?
Email: Ci,tf ti�� r`r� rKu� r tC�sJ �a� 1f SR A .,q
1Jn� [37 beA t of
115 MacKenan Drive I Cary, NC 27511
t: 919.469.3340 1 f: 919A67 60081 www.withersravenel,com I License No. C-0832
Asheville I Cary I Greensboro I Pittsboro I Raleigh I Wilmington

WithersRavenel
_11 Our People. Your Success.
AUTHORIZATION FOR PROPERTY ACCESS
The undersigned owner(s), RWC Buffaloe, LLC, do(es) hereby authorize WithersRavenel, Inc. to access the
following parcels listed below located in Raleigh, 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.
• Wake Co. PIN: 1756421236, ±270.09 acres, located at 8301 Buffaloe Rd
• Wake Co. PIN: 1756421190, ±11.80 acres, located at 2521 Robertson Grove Rd
• Wake Co. PIN: 1756309588, ±21.60 acres, located at 8317 Buffaloe Rd
• Wake Co. PIN: 1756410428, ±0.7 acres, located at 2509 Robertson Grove Rd
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.
Contract Purchaser's Agent Info:
WithersRavenel, Inc.
115 MacKenan Drive
Cary, NC 27511
Tel. [phone]
Date: 3 - o - 20 Z
Signature of Owner(s):
�Sn�rif /mil C46k A,A6rlreA6,r5,n' \
Name - Print Title
trake1411*'
Signs ure
2-67-o 5e-1-vyy) Aje �u,-le SoQ
Mailing Address
C►a,r(--He Al(-- Zgw 9
City State Zip
Phone: -7Q [r -33y - 3 u Z
Email: 6COLIelItZe--�c,cr��l1' ►►BIS,CoV►�
115 MacKenan Drive I Cary, NC 27511
t: 919.469.3340 1 f: 919.467.6008 1 www.withersi-avenel.com I License No. C-0832
Asheville I Cary I Greensboro I Pittsboro I Raleigh I Wilmington

�0 WithersRavenel
■p Our People. Your Success,
AUTHORITY FOR APPOINTMENT OF AGENT
The undersigned contract purchaser, Landeavor LLC 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 following properties located in Raleigh, NC:
• Wake Co. PIN: 1756421236, ±270.09 acres, located at 8301 Buffaloe Rd
• Wake Co. PIN: 1756421190, ±11.80 acres, located at 2521 Robertson Grove Rd
• Wake Co. PIN: 1756309588, ±21.60 acres, located at 8317 Buffaloe Rd
• Wake Co. PIN: 1756410428,±0.7 acres, located at 2509 Robertson Grove Rd
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.
Agent's Name, Address & Telephone:
WithersRavenel. Inc.
115 MacKenan Drive
Cary, NC 27511
Tel. [phone]
Date: X'l �4- ".7Z
Signature of Client:
(Name - Print) (Title)
(Signature)
/vvo6 x A*lr, 4 y
Mailing Address
City State Zip
Phone: 17S'7
Email:
115 MacKenan Drive I Cary, NC 27511
t: 919.469.3340 1 f: 919,467.6008 I www.witliersravenel.com I License No. C-0832
Asheville I Cary I Greensboro I Pittsboro I Raleigh I Wilmington
SOX ltJ/

WithersRavenel
■&Orr Our People. Your Success.
AUTHORITY FOR APPOINTMENT OF AGENT
The undersigned contract purchaser, Landeavor LLC 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 following properties located in Raleigh, NC:
Wake Co. PIN: 1756421236,±270.09 acres, located at 8301 Buffaloe Rd
• Wake Co. PIN: 1756421190, ±11.80 acres, located at 2521 Robertson Grove Rd
• Wake Co. PIN:1756309588, ±21.60 acres, located at 8317 Buffaloe Rd
• Wake Co. PIN:1756410428, ±0.7 acres, located at 2509 Robertson Grove Rd
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.
Agent's Name, Address & Telephone
WithersRavenel. Inc.
115 MacKenan Dri
Cary. NC 27511
Tel. [phone]
Date: March 11, 2021
Signature of Client: Landeavor, LLC
Adam T. Lorry, President
me - Pr' ) (Title)
(Signature)
14502 N Dale Mabry Hwy, Ste. 327
Mailing Address
Tampa FL
City State
Phone: 813 - 961- 72 75
33618
Zip
Email: [e-mail]
115 MacKenan Drive � Cary. NC 27511
t: 919.469.3340 `: 919.467.6008 1 www.withersravenel.com I License No. C-0832
Asheville I Cary � Greensboro I Pittsboro � Raleigh I Wilmington

■■ WithersRavenel
lipOur People. Your Success.
PRE -FILING
MEETING REQUEST
EMAIL

From: Trone, Rick
To: 401PreFile(c ncdenr.aov
Subject: 401 Pre -filing Meeting Request —River Towne_WR#02201399.00
Date: Wednesday, April 27, 2022 2:24:00 PM
Attachments: Approved Wetland Delineation Exhibit - Offsite Sewer North.pdf
Approved Wetland Delineation Exhibit - Offsite Sewer South.pdf
River Towne Subdivision & Offsite Sewer - Approved Wetland -Buffer Delineation Exhibits 2022.01.05.pdf
2021-4-26 DWR Buffer Letter River Towne.pdf
NCDWR Buffer Letter - River Towne Off -Site Sewer 08.27.2021.odf
On behalf of the Applicant, we are requesting a Pre -filing meeting for the following project
Project Name: River Towne
County: Wake
Applicant Name: Adam Lorry, President, Landeavor, LLC., 105 E Waxhaw Professional Park Drive,
Suite 500, Waxhaw, INC 28209
Applicant Email: [e-mail]
Thank you,
Rick Trone
'-e-ialist
❑®
115 MacKenan Drive I Cary, NC ''7511
Office: 919.469.3340 1 Direct: 919.538.8184
rtrone(Dwithersravenel.com
INIXIMIXIo
CONFIDENTIALITY AND NONDISCLOSURE

::WithersRavenel
Our People. Your Success.
AERIAL EXHIBIT

0 GRAPHIC SCALE
0 300 600
1 inch = 600 ft.
REVIEW AREA
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RIVER TOWNE - BUFFALOE ROAD AERIAL (2022) WithersRavenel
1/ Engineers I Planners I Surveyors
KNIGHTDALE WAKE COUNTY NORTH CAROLINA

::WithersRavenel
Our People. Your Success.
USGS QUADS

GRAPHIC SCALE C /
0 1000 2000
1 inch = 2000 ft.
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1/ Engineers I Planners I Surveyors
KNIGHTDALE WAKE COUNTY NORTH CAROLINA

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::WithersRavenel
Our People. Your Success.
WAKE COUNTY SOIL SURVEY

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WithersRavenel
1
KNIGHTDALE WAKE COUNTY NORTH CAROLINA

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::WithersRavenel
Our People. Your Success.
USACE CONCURRENCE EMAIL

From:
Phillips, George L CIV USARMY CESAW (USA)
To:
Ricci. Alvssa
Subject:
River Towne / Buffaloe Road / Knightdale / Wake County / SAW-2021-00605 / Jurisdictional Determination
Date:
Tuesday, January 4, 2022 2:14:05 PM
Attachments:
Wetland Delineation Exhibit.odf
Ms. Ricci,
I do not need to make a site visit for the above referenced project, and concur with the delineation
within the red outlined "Review Area" depicted on the attached "Wetland Delineation Exhibit"
exhibit. Due to workload volume it may take 90-120 days for the issuance of a standalone JD,
however, you may use the delineation for planning and permitting purposes. The AID for this project
is SAW-2021-00605. I have attached the "Wetland Delineation Exhibit" exhibit for reference.
Please let me know if you have any questions/concerns.
Lyle Phillips
Regulatory Specialist
US Army Corps of Engineers
CE-SAW-RG-R
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
Phone: [phone], Ext. 25.
Fax: [phone]
Email: George. L.Phil lipsPusace.army.mil
We would appreciate your feedback on how we are performing our duties. Our automated
Customer Service Survey is located at https://regulatory.ops.usace.army.mil/customer-service-
surve . Thank you for taking the time to visit this site and complete the survey.

GRAPHIC SCALE
0 350 700
O1 inch = 700 ft.
t
WETLAND T
O POTENTIALWETLAND ` ` REVIEW AREA
IWATERS OF THE US \
W ETLAND M �
STREAM 8 POTENTIAL WETLAND ` i
POTENTIAL NON -WETLAND WATERS OF THE US, ' ��
WETLAND L STREAM 3
WATERS OF THE US POTENTIAL WETLP.ND POTENTIAL NON -WETLAND
WATERS OF THE US WATERS OF THE US
WETLAND W DP 3&4
POTENTIAL WETLAND
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WETLAND
P WATERS OF THE US
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� WETLAND
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POTENTIAL W ETLAND WATERS OF THE US
WATERS OF THE US
WETLAND T L
POTENTIAL WETLAND STREAM 4 \
WATERS OF THE US S-5 START
POTENTIAL NON -WETLAND
WETLAND WATERS OF THE US \
POTENTIALWETLAND WETLAND
WATERS OF THE US POTENTIAL WETLAND
WATERS OF THE US .....
D I \
O POTENTIAL WETLAND
WATERS OF THE US � 1
`--� WETLAND F WETLAND E
` POTENTIAL
POTENTIAL WETLAND S-6 START WATERS OFF THE THE US
11 WATERS OF THE US
WETLAND B STREAM 3
POTENTIAL NON -WETLAND
POTENTIAL WETLAND
WATERS OF THE US WATERS OF THE US Q
WETLAND C
POTENTIAL WETLAND
W ETLAN D A WATERS OF THE NO
POTENTIAL WETLAND DP 1&2
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r. WETLAND D
POTENTIAL WETLAND
' WATERS OF THE US
STREAM I
t� POTENTIAL NON -WETLAND OFTHf ✓ �` J
S-1 START WATERS OF THE US
STREAM 2
POTENTIAL NON -WETLAND @UFF
WATERS OF THE US Ai _
O
NOTES:
1) DELINEATION PERFORMED BY WR ON 01/20/2021. ID
2) WETLAND/STREAM LOCATIONS ARE APPROXIMATE, BASED ON GPS LOCATION, WAKE
COUNTY GIS DATA, AND TOPOGRAPHIC INTERPRETATION.
RIVER TOWNE - BUFFALOE ROAD WETLAND DELINEATION EXHIBIT 11 WithersRavenel
Engineers I Planners I Surveyors
KNIGHTDALE WAKE COUNTY NORTH CAROLINA

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NOTES:
1) DELINEATION PERFORMED BY WR ON 05/26/2021. e
2) STREAM LOCATIONS ARE APPROXIMATE, BASED ON GPS LOCATION, WAKE COUNTY GIS DATA,
AND TOPOGRAPHIC INTERPRETATION. a o

l/
WETLANDY
STREAM 8 t
SUBJECT TO BUFFERS I
\ 1 WETLAND M
JIS`� CC
REVIEW AREA
STREAM 7 F
\ / STREAM 1
\� � SUBJECT TO
---N
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1 1\ BUFFERS
\ W ETLAN [
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SUB ECT TO
BUFFERS
1 WETLAND
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9
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BUFFERS
TLAND P /
!/ WETLAND
/111
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STREAMS
SUBJECTTO
WETLAND B \
WETLAND C /
1 WETLAND D
NOTES:
1) WETLAND DELINEATION PERFORMED BY WR ON 01/20/2021.
2) WETLAND/STREAM/BUFFER LOCATIONS ARE APPROXIMATE, BASED ON GPS LOCATION, O
WAKE COUNTY GIS DATA, AND TOPOGRAPHIC INTERPRETATION.
3) BUFFER SUBJECTIVITY BASED ON NEUSE RIVER RIPARIAN BUFFER RULES. BUFFER
SUBJECTIVITY VERIFIED BY ERIN DECK OF THE NCDWR ON 04/16/2021 (RRO #21-073).
4) DELINEATION AND JURISDICTIONAL STATUS WAS VERIFIED BY LYLE PHILLIPS OF THE
USACE ON 01/04/2022 (SAW-2021-00605).
SUBJECTTO
BUFFERS
GRAPHIC SCALE
0 350 700
1 inch = 700 ft.
STREAM 3
SUBJE oTO _ ...... �.�
ID
RIVER TOWNE SUBDIVISION III APPLANBUF
ROVED
WETXDH/ BITFER
WithersRavenel
1/ Engineers I Planners I Surveyors

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NOTES: /
1) WETLAND DELINEATION PERFORMED BY WR ON 05/26/2021. /\
2) WETLAND/STREAM/BUFFER LOCATIONS ARE APPROXIMATE, BASED ON GPS LOCATION, o
WAKE COUNTY GIS DATA, AND TOPOGRAPHIC INTERPRETATION.
3) BUFFER SUBJECTIVITY BASED ON NEUSE RIVER RIPARIAN BUFFER RULES. BUFFER
SUBJECTIVITY WAS VERIFIED BY STEPHANIE GOSS OF NCDWR ON 08/27/2022
(NBRRO#21-247).
4) DELINEATION AND JURISDICTIONAL STATUS WAS VERIFIED BY LYLE PHILLIPS OF THE
USACE ON 01/04/2022 (SAW-2021-00605).
US I
50' NEUSE RIVER
RIPARIAN BUFFER
C

■■ WithersRavenel
lipOur People. Your Success.
APPROVED DELINEATION
EXHIBIT

l/
WETLANDY
STREAM 8 t
SUBJECT TO BUFFERS I
\ 1 WETLAND M
JIS`� CC
REVIEW AREA
STREAM 7 F
\ / STREAM 1
\� � SUBJECT TO
---N
—' SUBJECT TO
1 1\ BUFFERS
\ W ETLAN [
STREAM 6
SUB ECT TO
BUFFERS
1 WETLAND
WETLAI
WETLANDT �I
9
STREAM 5
SUBJECT TO
BUFFERS
TLAND P /
!/ WETLAND
/111
�i WETLAND )
STREAMS
SUBJECTTO
WETLAND B \
WETLAND C /
1 WETLAND D
NOTES:
1) WETLAND DELINEATION PERFORMED BY WR ON 01/20/2021.
2) WETLAND/STREAM/BUFFER LOCATIONS ARE APPROXIMATE, BASED ON GPS LOCATION, O
WAKE COUNTY GIS DATA, AND TOPOGRAPHIC INTERPRETATION.
3) BUFFER SUBJECTIVITY BASED ON NEUSE RIVER RIPARIAN BUFFER RULES. BUFFER
SUBJECTIVITY VERIFIED BY ERIN DECK OF THE NCDWR ON 04/16/2021 (RRO #21-073).
4) DELINEATION AND JURISDICTIONAL STATUS WAS VERIFIED BY LYLE PHILLIPS OF THE
USACE ON 01/04/2022 (SAW-2021-00605).
SUBJECTTO
BUFFERS
GRAPHIC SCALE
0 350 700
1 inch = 700 ft.
STREAM 3
SUBJE oTO _ ...... �.�
ID
RIVER TOWNE SUBDIVISION III APPLANBUF
ROVED
WETXDH/ BITFER
WithersRavenel
1/ Engineers I Planners I Surveyors

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GRAPHIC SCALE
o zso soo O
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MATCHLINE
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OFFSISEWER
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C
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SUBJECT TO BUFFERS
\ D O
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L/ v STREAM 11
SUBJECT TO BUFFERS
Q0
NOTES: /
1) WETLAND DELINEATION PERFORMED BY WR ON 05/26/2021. /\
2) WETLAND/STREAM/BUFFER LOCATIONS ARE APPROXIMATE, BASED ON GPS LOCATION, o
WAKE COUNTY GIS DATA, AND TOPOGRAPHIC INTERPRETATION.
3) BUFFER SUBJECTIVITY BASED ON NEUSE RIVER RIPARIAN BUFFER RULES. BUFFER
SUBJECTIVITY WAS VERIFIED BY STEPHANIE GOSS OF NCDWR ON 08/27/2022
(NBRRO#21-247).
4) DELINEATION AND JURISDICTIONAL STATUS WAS VERIFIED BY LYLE PHILLIPS OF THE
USACE ON 01/04/2022 (SAW-2021-00605).
US I
50' NEUSE RIVER
RIPARIAN BUFFER
C

::WithersRavenel
Our People. Your Success.
NCDWR BUFFER
DETERMINATION LETTER

DocuSign Envelope ID: A8184478-671D-436A-82B9-9BDB2484A972
ROY COOPER
Governor
DIONNE DELLFGATTI
Secretary
S. DANIEL SMITH
Director
RWC Buffaloe LLC
2820 Selwyn Ave
Suite 500
Charlotte, North Carolina 28412
NORTH CAROLINA
Environmental Quality
April 26, 2021
Subject: Buffer Determination Letter
DWR RRO #21-073
Wake County
Determination Type:
Buffer
Intermittent/Perennial
® Neuse (15A NCAC 2B .0714)
❑ Tar -Pamlico (15A NCAC 2B .0734)
❑ Intermittent/Perennial Determination (where local buffer
ordinances apply)
❑ Jordan (15A NCAC 2B .0267)
(governmental and/or interjurisdictional
projects)
Project Name
Rivet- Towne
Address/Location: 8301 Buffaloe
Stream(s): Un-named tributaries to Hodges Mill Creek
Determination Date: 04/16/2021 Staff: Erin Deck
Feature-
Not
Subject
Subject
Start
Stop
Soil
Survev
USGS
A
X
Flagging S-1 Start
35.83665113,-78.48425021
Off property
X
B
X
X
C
X
Throughout property
X
D (Hodges
Mill Creek)
X
Throughout property
X
X
E
X
Flagging S-6 Start
35.84032078,-78.47409486
X
F
X
X
G
X
X
D�� North Carolina Department of Environmental Quality I Division of Water Resources
NORTH craour�a _' Raleigh Regional Office 13800 Barrett Drive I Raleigh, North Carolina 27609
meow gym\ 919,791.4200

DocuSign Envelope ID: A8184478-671D-436A-82B9-9BDB2484A972
21-073
Wake County
Page 2 of 3
Flagging S-5
FlaggingS-5 Start
Stop
35.84217964,-78.4770095
35.84265441
H
X
-78.47733175
X
Flagging S-5 restart
Off property
35.84328286,-78.47745844
1
X
X
J
X
Off property
Confluence
X
with D
K
X
Off property
Confluence
X
with D
L
X
X
M
X
Throughout property
X
O
X
X
X
Flagging S-3 Start
Off property
X
X
P
35.8422631-78.48168389
Q
X
Flagging S-4 Start
Confluence
X
35.84156299,-78.4785455
with P
R
X
X
S
X
X
T
X
Flagging S-2 Start
Off property
X
35.84683927,-78.48474487
U
X
X
V
X
>50 feet from property line
X
X
W
X
>50 feet from property line
X
X
*E/I/P = Ephemeral/Intermittent/Perennial
(1) E=Ephemeral, I=Intermittent, P=Perennial, NP=Not Present, NA Not applicahle
(2) Refers to riparian buffer rules only. Stream, wetland, or pond impacts may still be subject to applicable water quality standards and
permitting requirements.
GPS coordinates provided by WithersRavenel Staff
Explanation: The features(s) listed above has been located on the most recent published NRCS
Soil Survey of Wake County, North Carolina and/or the most recent copy of the USGS
Topographic map at a 1:24,000 scale. This letter pertains to the applicability of the Neuse River
Basin Riparian Buffer regulations only.
There may be other features located on the property that do not show up on the maps
referenced above but may be considered jurisdictional according to the US Army Corps of
Engineers.
This on -site determination shall expire five (5) years from the date of this letter.
Landowners or affected parties that dispute a determination made by the DWR may
request a determination by the Director. An appeal request must be made within sixty (60)
days of date of this letter. A request for a determination by the Director shall be referred

DocuSign Envelope ID: A8184478-671D-436A-82B9-9BDB2484A972
21-073
Wake County
Page 3 of 3
to the Director in writing. If sending via US Postal Service: c/o Paul Wojoski; DWR — 401 &
Buffer Permitting Unit; 1617 Mail Service Center; Raleigh, NC 27699-1617. If sending via
delivery service (UPS, FedEx, etc.): Paul Wojoski; DWR — 401 & Buffer Permitting Unit; 512
N. Salisbury Street; Raleigh, NC 27604.
This determination is final and binding unless, as detailed above, an appeal is requested
within sixty (60) days.
This project may require a Section 404/401 Permit for the proposed activity. Any inquiries
should be directed to the US Army Corp of Engineers (Raleigh Regulatory Field Office) at
(919)-554-4884.
If you have questions regarding this determination, please feel free to contact Erin Deck at (919)
791-4200, or by email at [e-mail]
Sincerely,
D`o_c 4ulS.ig en^e dyyb_y:
Z' LJ1/��$t1.
F3C QA9Q825f]4A46Q...
Scott Vinson
Regional Supervisor
Water Quality Regional Operations Section
Raleigh Regional Office
Division of Water Resources, NCDEQ
cc: RRO DWR File Copy
Gary Kreiser via email: [e-mail]

Doc
EnVeIODe ID: A8184478-671D-436A-82B9-9BDB2484A972
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RIVER TOWNE WAKE CO. SOIL SURVEY (1970) - WithersRavenel
SHEET 41 1� Engineers i Planners i Surveyors
KNIGHTDALE WAKE COUNTY NORTH CAROLINA

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10 Engineers Planners Surveyors WithersRavenel
11KNIGHTDALE WAKE WAKE COUNTY NORTH CAROLINA

::WithersRavenel
Our People. Your Success.
NCNHP PROJECT
REVIEW LETTER

■ now
■■ ■ NC DEPARTMENT OF
■■�■i NATURAL AND CULTURAL RESOURCES
■ ■■■
June 22, 2021
Troy Beasley
Withers & Ravenel
115 MacKenan Drive
Cary, NC 27511
RE: River Towne; 02201399.00
Dear Troy Beasley:
Ray Cooper, Governor
D. Reid Wilson, Secretary
Walker Clark
Director, Division of Land and Water5tewwdship
NCNHDE-14918
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 rod ney.butler�ncdcr.gov or 919-707-8603.
Sincerely,
NC Natural Heritage Program
DEPAR7HEN7 OF NATURAL AND CULTURAL RESCVRCES
121 W. JONES STREET. RALEIGH. NC 27603 • 1691 MAIL SERVICE CENTER. RALEIGH. NC 27609
OFC 919.707.9120 • FAX [phone]

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::WithersRavenel
Our People. Your Success.
USFWS
CONCURRENCE
LETTER

United States Department of the Interior
FISH AND WILDLIFE SERVICE
Raleigh ES Field Office
551-F Pylon Drive
Raleigh, North Carolina 27606
January 3, 2022
Gary Kreiser
WithersRavenel
115 MacKenan Drive
Cary, NC 27511
Re: River Towne — Wake County
Dear Mr. Kreiser:
This letter is to inform you that the Service has established an on-line project planning and
consultation process which assists developers and consultants in determining whether
federally -listed species or designated critical habitat may be affected by a proposed project. For
future projects, please visit the Raleigh Field Office'sproject planning website at
https://www.fws.gov/raleigh/�p.html. 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://ecos.fws.gov/ipac/. The IPaC web site contains a complete and frequently updated list
of all endangered 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 federal species of concern' 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 additional consultation with the
Service is necessary. In addition to the federally -protected species list, information on the
species' life histories and habitats and information on completing a biological assessment or
evaluation and can be found on our web page at http://www.fws.gov/raleigh. Please check the
web site often for updated information or changes.
'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 designation
does not necessarily 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.

If your project contains suitable habitat for any of the federally -listed species known to be
present within the county where your project occurs, the proposed action has the potential to
adversely affect those species. As such, we recommend that surveys be conducted to determine
the species' presence or absence within the project area. The use of North Carolina Natural
Heritage program data should not be substituted for actual field surveys.
If you determine that the proposed action may affect (i.e., likely to adversely affect or not likely
to adversely affect) a federally -protected species, you should notify this office with your
determination, the results of your surveys, survey methodologies, and an analysis of the effects
of the action on listed species, including consideration of direct, indirect, and cumulative effects,
before conducting any activities that might affect the species. If you determine that the proposed
action will have no effect (i.e., no beneficial or adverse, direct or indirect effect) on federally
listed species, then you are not required to contact our office for concurrence (unless an
Environmental Impact Statement is prepared). However, you should maintain a complete record
of the assessment, including steps leading to your determination of effect, the qualified personnel
conducting the assessment, habitat conditions, site photographs, and any other related articles.
With regard to the above -referenced project, we offer the following remarks. Ourcomments 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 the Act have been satisfied for
your project. Please remember that obligations under section 7 consultation must be
reconsidered if: (1) new information reveals impacts 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, the Service is concerned about the potential impacts the proposed action might have
on aquatic species. Aquatic resources are highly susceptible to sedimentation. Therefore, we
recommend that all practicable measures be taken to 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 has developed a Guidance Memorandum (a
copy can be found on our website at (http://www.fws.gov/raleigh) to address and mitigate
secondary and cumulative impacts to aquatic and terrestrial wildlife resources and water quality.
We recommend that you consider this document in the development of your projects 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, �>�•
l
f
Pete Be d in
Field Supervisor

■■ WithersRavenel
lipOur People. Your Success.
SHPO
COMMENT
LETTERS

Governor Roy Cooper
June 11, 2021
North Carolina Department of Natural and Cultural Resources
State Historic Preservation Office
Ramona M. Bartos, Administrator
Secretary D. Reid Wilson
Alyssa Ricci
WithersRavenel
115 MacKenan Drive
Cary, NC 27511
aricci e,withersravenel.com
Re: Rivertowne Residential Development, Intersection of 8301 Buffaloe Road and Old Crews Road,
Wake County, ER 12-2285
Dear Ms. Ricci:
Thank you for your April 16, 2021, letter concerning the above -referenced project. We have reviewed the
materials provided and offer the following comments.
In 2013, an archaeological reconnaissance survey identified six archaeological sites (31WA1798 —
31WA1803) and the Watkins Cemetery (31WA1804) in the project area. None of the identified
archaeological sites are eligible for listing in the National Register of Historic Places, and no further work
is recommended in association with them. However, cemeteries are protected under North Carolina General
Statutes Chapter 14-148 and 14-149 and are afforded consideration under NCGS Chapters 65 and 70.
The Watkins Cemetery contains one engraved stone marking the burial of Mollie Watkins. An
archaeological reconnaissance survey identified another burial marked with fieldstones adjacent to the
grave of Mollie Watkins, and it is possible that additional graves without markers are present in the
cemetery.
We recommend that archaeological delineation of the cemetery be undertaken, including use of ground
penetrating radar as appropriate. Alternately, a cemetery avoidance plan may be developed such that the
portions of the subject project area with potential for containing unmarked graves are excluded from
development, inclusive of an appropriate buffer area. The cemetery delineation report or avoidance plan
should be forwarded to this office for review and comment prior to any ground disturbing activities within
the project area.
Please note that our office now requests consultation with the Office of State Archaeology Review
Archaeologist to discuss appropriate field methodologies prior to the archaeological field investigation.
You can find the Review Archaeologist for your region at hltps://archaeology.ncdcr.gov/about/contact.
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 cemetery
delineation.
Location: 109 East Jones Street, Raleigh NC 27601 Mailing Address: 4617 Mail Service Center, Raleigh NC 27699-4617 Telephone/Fax: [phone]-6898

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 environmental.reviewkncdcr.gov. In all future communication concerning this project, please cite the
above referenced tracking number.
(1� Sincerely,
Ramona Bartos, Deputy
State Historic Preservation Officer
cc: Samantha Dailey, USACOE samantha.j.daileykusace.army.mil

North Carolina Department of Natural and Cultural Resources
State Historic Preservation Office
Ramona M. Bartos, Administrator
Governor Roy Cooper
Secretary D. Reid Wilson
September 9, 2022
Melissa McKay
Terracon Consultants, Inc.
2401 Brentwood Rd 9107
Raleigh, NC 27604
Office of Archives and History
Deputy Secretary, Darin J. Waters, Ph.D.
Melissa.mckav(c�r�,terracon.com
Re: Phase I Archaeological survey for industrial development, 603 Rod Sullivan Road, Sanford, Lee
County, ER 22-0924
Ms. McKay:
Thank you for your submittal of July 11, 2022, transmitting the draft of the above -referenced report. We
have reviewed the information provided and offer the following comments.
Terracon Consultants, Inc. (Terracon) conducted a Phase I archaeological survey on approximately 119
acres. As part of these investigations, Terracon identified seven (7) new archaeological sites (31LE225-
231).
Terracon recommends that all newly identified sites should be considered not eligible for listing in the
National Register of Historic Places (NRHP). We concur with Terracon's findings and recommendations.
We accept the report as final.
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,
please contact Renee Gledhill -Earley, environmental review coordinator, at 919-814-6579 or
environmental.review(a�ncdcr.gov. In all future communication concerning this project, please cite the
above -referenced tracking number.
Sincerely,
Ramona Bartos, Deputy
(� State Historic Preservation Officer
Location: 109 East Jones Street, Raleigh NC 27601 Mailing Address: 4617 Mail Service Center, Raleigh NC 27699-4617 Telephone/Fax: [phone]-6898

■■ WithersRavenel
lipOur People. Your Success.
WILDLANDS STATEMENT OF
AVAI LABILITY FOR WETLAN D
AND STREAM MITIGATION

HWILDLANDSGSoi
Neuse Stream and Wetland Credits Statement of Availability
November 14, 2022
Landeavor, LLC
Attn: David Mason
105 E Waxhaw Professional Park Dr, Suite 500
Waxhaw, NC 28273
RE: Availability of Stream and Riparian Wetland Credits for the "River Towne Subdivision" project
Bank Name: Falling Creek Umbrella Mitigation Bank
Bank Sites: Falling Creek Mitigation Site / Grantham Branch Mitigation Site / McClenny Acres II
Mitigation Site
Bank Sponsor: Wildlands Holdings III, LLC
USACE Action ID No.: SAW-2015-00940 / SAW-2017-00549 / SAW-2017-00552
Permittee: Landeavor, LLC
Stream Credits Needed: 620 LF
Stream Credits Available: 2,503.69 LF
Riparian Wetland Credits Needed: 1.01 acres
Riparian Wetland Credits Available: 2.30 acres
Neuse 03020201 River Basin
Dear Mr. Mason,
Wildlands Holdings III, LLC, owned and operated by Wildlands Engineering, Inc., currently has sufficient stream
and riparian wetland credits from the Falling Creek Umbrella Mitigation Bank: Falling Creek Mitigation Site,
Grantham Branch Mitigation Site, and McClenny Acres II Mitigation Site to satisfy the stream and/or wetland
mitigation requirements related to the above -mentioned project. The project is located within the Neuse River
Basin of the service area (HUC 03020201) of the Bank.
This letter is simply a statement of availability of credits as of the date written. We have the inventory as shown
above, however, this letter is not a guarantee of availability as credits will be sold on a first come, first serve
basis. An invoice for this transaction will be sent upon your request and we will formally reserve both the
credits and price quoted for a period of 30-days from the invoice.
Final transfer of the credits will be made upon receipt of a copy of the 401 Water Quality Certification and
Authorization Certificate from the NC Department of Environmental Quality -Division of Water Resources
approving the Stream mitigation purchase from the Bank and upon receipt of your payment to Wildlands
Holdings III, LLC (depending on availability at the time of permit issuance). We will then issue a credit transfer
certificate verifying your credit purchase to the North Carolina Division of Water Resources and to you for your
records.
Wildlands Holdings III, LLC • Wildlands Engineering, Inc • 1430 South Mint Street, Suite 104, Charlotte, INC 28203

HWILDLANGSoiOO
We appreciate the opportunity to assist you with your mitigation requirements. Please contact me at (704) 332-
7754 x114 or [e-mail] if you have any questions or need any additional information.
Sincerely,
Camden M. Brunick
Wildlands Engineering, Inc.
Mitigation Credit Sales
[e-mail]
0: [phone] ext. 114
M: [phone]
Cc: Mr. Lyle Phillips, Regulatory Agent I USACE
Mr. Rick Trone, Project Manager I WithersRavenel
Wildlands Holdings III, LLC • Wildlands Engineering, Inc • 1430 South Mint Street, Suite 104, Charlotte, NC 28203

■■ WithersRavenel
lipOur People. Your Success.
WILDLANDS STATEMENT OF
AVAILABILITY FOR BUFFER
MITIGATION

W10.*
WILDLANDS
E N G I N E E R I N G
Neuse 01(Falls and Non -Falls Lake Watershed) Riparian Buffer Credits Statement of Availability
November 14, 2022
Landeavor, LLC
Attn: David Mason
105 E Waxhaw Professional Park Dr, Suite 500
Waxhaw, NC 28273
RE: Availability of Riparian Buffer Credits for the "River Towne Subdivision" project
Permittee: Landeavor, LLC
Riparian Buffer Credits Needed: 107,628.00 sq. ft.
Riparian Buffer Credits Available: 324,831.27 sq. ft.
Neuse River Basin (03020201) — Non -Falls and Folls Lake Watershed
BANK NAME
BANK SPONSOR
DWR PROJECT NUMBER
Anderson Farm Mitigation Bank Parcel
Wildlands Holdings III, LLC
2021-00230
Black Dirt Mitigation Bank Parcel
Wildlands Holdings III, LLC
2021-0206v2
Cox Pond Mitigation Bank Parcel
Wildlands Holdings III, LLC
2020-1942v2
Falling Creek Mitigation Bank Parcel
Wildlands Holdings III, LLC
2015-0572v2
Grantham Branch Mitigation Bank Parcel
Wildlands Holdings III, LLC
2017-0687v2
Little River Weaver Mitigation Bank Parcel
Wildlands Holdings III, LLC
2020-1941v2
Long Pond Mitigation Bank Parcel
Wildlands Holdings III, LLC
2019-1639v2
Moccasin Creek Mitigation Bank Parcel
Wildlands Holdings III, LLC
2019-0239v2
O'Berry Road Mitigation Bank Parcel
Wildlands Holdings III, LLC
2021-0019v2
Rosewood Mitigation Bank Parcel
Wildlands Holdings III, LLC
2020-1940v2
Sassarixa Swamp II Mitigation Bank Parcel
Wildlands Holdings III, LLC
2019-0661
Thoroughfare Swamp Mitigation Bank Parcel
Wildlands Holdings III, LLC
2019-0044v2
Catfish Pond II Mitigation Bank Parcel
Wildlands Holdings V, LLC
2018-0196v2
Perry Hill II Mitigation Bank Parcel
Wildlands Holdings V, LLC
2019-01570
Wolfe Mitigation Bank
Wildlands Holdings V, LLC
2018-0580
Dear Mr. Mason,
Wildlands Holdings III, LLC and Wildlands Holdings V, LLC, owned and operated by Wildlands Engineering, Inc.,
currently have sufficient riparian buffer credits from the above -mentioned banks to satisfy the riparian buffer
mitigation requirements related to your project. The project is located within the service area (HUC 03020201),
of the Banks.
This letter is simply a statement of availability of credits as of the date written. We have the inventory as shown
above, however, this letter is not a guarantee of availability as credits will be sold on a first come, first serve
basis. An invoice for this transaction will be sent upon your request and we will formally reserve both the
credits and price quoted for a period of 30-days from the invoice.
Final transfer of the credits will be made upon receipt of a copy of the 401 Water Quality Certification and
Wildlands Holdings III & V, LLC • Wildlands Engineering, Inc • 1430 South Mint Street, Suite 104, Charlotte, NC 28203

W10.*
WILDLANDS
E N G I N E E R I N G
Authorization Certificate from the NC Department of Environmental Quality -Division of Water Resources
approving the Riparian Buffer mitigation purchase from the Bank and upon receipt of your payment to
Wildlands Holdings III, LLC or Wildlands Holdings V, LLC (depending on availability at the time of permit
issuance). We will then issue a credit transfer certificate verifying your credit purchase to the North Carolina
Division of Water Resources and to you for your records.
We appreciate the opportunity to assist you with your mitigation requirements. Please contact me at (704) 332-
7754 x114 or [e-mail] if you have any questions or need any additional information.
Sincerely,
Camden M. Brunick
Wildlands Engineering, Inc.
Mitigation Credit Sales
[e-mail]
0: [phone] ext. 114
M: [phone]
Cc: Ms. Katie Merritt, Nutrient Offset & Buffer Banking Coordinator I NC Division of Water Resources
Mr. Rick Trone, Project Manager I WithersRavenel
Wildlands Holdings III & V, LLC • Wildlands Engineering, Inc • 1430 South Mint Street, Suite 104, Charlotte, NC 28203

■■ WithersRavenel
lipOur People. Your Success.
PRELIMINARY SITE PLAN

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■■ WithersRavenel
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I M PACT EXHIBITS

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PERMANENT STREAM
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PERMANENT STREAM
IMPACT
(FUNCTIONAL LOSS)
TEMPORARY
WETLANDS IMPACT
PERMANENT
WETLANDS IMPACT
(LF)
(SF)
(AC)
(LF) (SF)
(AC)
(LF)
(SF)
(AC)
(SF)
(AC)
(SF)
(AC)
S1
ROAD CROSSING
-
- -
-
161
455
0.010
52
ROAD CROSSING
-
-
-
17 30
0.001
-
-
-
-
-
-
-
C
S3
ROAD CROSSING
6
10
0.000
-
-
-
-
-
-
-
-
-
-
Wl
ROAD CROSSING
-
-
-
-
-
-
-
-
-
-
-
710
0.016
W2
TRAIL CROSSING
-
-
-
-
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-
-
-
-
-
-
1468
0.034
D
W3
TRAIL CROSSING
-
-
-
-
-
-
-
-
-
413
0.009
-
-
E
W4
SEW ER CROSSING
-
-
-
-
-
-
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-
13,498
0.310
-
-
F
WS
SEW ER CROSSING
-
-
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-
-
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-
-
1,039
0.024
-
-
W6
SEW ER CROSSING
-
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-
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-
4,467
0.103
-
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G
W6A
SEW ER CROSSING
CONSTRUCTION EASEMENT
-
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1,326
0.030
-
-
H
W7
SEW ER CROSSING
-
-
-
-
-
-
-
-
-
587
0.013
-
W8
SEW ER CROSSING
-
-
-
-
-
-
-
-
-
1,173
0.027
-
-
W9
SEW ER CROSSING
-
-
-
-
-
-
-
-
-
487
0.011
-
-
I
W10
GRADING
-
-
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-
-
-
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-
-
-
875
0.020
J
54
SEW ER CROSSING
34
215
0.005
-
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-
SS
STORMWATER OUTLET
-
-
-
-
-
-
24
77
0.002
-
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56
ROAD CROSSING
10
39
0.001
-
-
-
-
-
-
-
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-
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57
RIPRAP DISSIPATOR
-
-
-
12
84
0.002
-
-
-
-
-
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S8
ROAD CROSSING
-
-
-
-
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125
372
0.009
-
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S9
ROAD CROSSING
30
59
0.001
-
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-
-
-
-
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-
-
W11
ROAD CROSSING
-
-
-
-
-
-
-
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-
-
-
81
0.002
W12
ROAD CROSSING
-
-
-
-
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6,361
0.146
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ROAD WIDENING
-
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1,733
0.040
M
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SEW ER CROSSING
-
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2,344
0.054
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80
323
0.007
29
114
0.003
310
904
0.021
26,721
0.690
11,228
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PERMANENT
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TEMPORARY CONSTRUCTION EASEMENT
BUFFER IMPACT
ZONE
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ZONE
(SF)
(AC)
(SF)
(AC)
(SF)
(AC)
(SF)
(AC)
(SF)
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SCM OUTFACE
727
0.017
550
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-
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B7
SCM OUTFACE
885
0.020
562
0.013
-
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TRAILCROSSING
1,210
0.028
807
0.019
-
-
-
-
-
-
-
BS
ROAD CROSSING
10,149
0.233
6,047
0.139
-
-
-
-
-
-
-
-
S
BSA
ROAD CROSSING
-
-
-
-
600
0.014
41
0.001
-
-
-
-
T
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SCM OUTFACE
1,219
0.028
1,115
0.026
-
-
-
-
-
-
-
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SEWER CROSSING
-
0.000
2,025
0.046
-
-
-
-
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-
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B3
SEWER CROSSING
746
0.017
5,017
0.115
B8
SEWER CROSSING
495
0.011
5,404
0.124
-
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-
-
-
-
-
-
V
B9
SEWER CROSSING
2,621
0.060
4,212
0.097
-
-
-
-
-
-
-
-
B30
SEWER CROSSING
-
0.000
-
0.000
866
0.020
419
0.010
W
B31
SEWER CROSSING
-
0.000
3,199
0.073
-
-
-
-
-
-
-
-
X
612
SEWER CROSSING
3,414
0.078
10,187
0.234
-
-
-
-
-
-
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B33
SEWER CROSSING
-
0.000
194
0.004
Y
614
SEWER CROSSING
697
0.016
2,986
0.069
-
-
-
-
B35
SEWER CROSSING
854
0.020
4,980
0.114
-
-
-
-
-
-
-
-
Z
B16
SEWER CROSSING
978
0.022
8,476
0.195
-
-
-
-
623
PERP SEWER CROSSING
2,760
0.063
1,836
0.042
AA
B37
SCM OUTFACE
711
0.016
381
0.009
-
-
-
-
-
-
-
-
BB
B38
ROAD CROSSING
12,739
0.292
5,461
0.125
-
-
-
-
-
-
-
-
CC
B39
ROAD WIDENING
473
0.011
535
0.012
-
-
-
-
-
-
-
-
DID
620
SEWER/WATERCROSSING
233
0.005
1,767
0.041
-
-
-
-
-
-
-
-
EE
B21
SEWER CROSSING
1,314
0.030
974
0.022
-
-
-
-
-
-
-
-
FF
B22
SEWER CROSSING
1,358
0.031
598
0.014
-
-
-
-
-
-
-
-
TOTAL
43,583
1.001
67,313
1.545
600
0.014
41
0.001
866
0.020
419
0.010

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