20190920 Ver 1_401 Application_20190709

WitheFsRavenel.
Letter of Transmittal
;%
t Cw,r 07/08/2019 • t
• 02180519.00
115 MacKenan Drive;
Ms. Karen Higgins
Cary, North Carolina 27511
r. 919.469.3340 1 f: 919.467.6008
Redhawk Landing Subdivision -
NWP 29
TO: NC Division of Water Resources - 401 Wetlands Unit
Smithfield, Johnston County
512 N. Salisbury Street: 9th Floor
Raleigh, NC27604
WE ARE SENDING YOU ❑x Attached ❑ Under Separate
Cover via
THE FOLLOWING ITEMS ❑ Shop Drawings ❑ Prints
❑ Plans ❑ Samples
❑ Specifica
❑ Copy of Letter ❑ Change Order
❑ Diskette ❑ Other
•
4 07/08/2019 02180519.00 NWP 29 PCN
71
07/08/2019
02180519.00
Check for $240 Application Fee
1 07/08/2019
02180519.00
CD of PCN
JUL b 9
?pi
401 & BUFFER PERMITTING
THESE ARE TRANSMITTED as checked belov,:
❑ For approval ❑ Approved as submitted
❑ For your use ❑ Approved as noted
❑ As requested ❑ Returned for corrections
❑ For review and comment ❑ Other
❑ FOR BIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US
❑ Resubmit
❑ Submit
❑ Return
ue:.
COPY TO: File SIGNED. Lyle Phillips
If enclosures are not as noted. kindly notify us at once.
copies for approval
copies for distribution
corrected prints

;% WithersRavenel
07/08/2019
US Army Corps of Engineers
Raleigh Regulatory Field Office
Mr. Ross Sullivan
3331 Heritage Trade Drive
Suite 105
Wake Forest, NC 27587
NC -Division of Water Resources
401 & Buffer Permitting Unit
Ms. Karen Higgins
1617 Mail Service Center
Raleigh, North Carolina 27699
Re: Redhawk Landing Subdivision
Smithfield, Johnston County, NC
NWP 29 PCN Submittal
WR Project #02180519.00
AID# SAW -2018-02289
Dear Mr. Sullivan and Ms. Higgins,
On behalf of RBV Investments, LLC, we are requesting authorization from the USACE to use NWP
29 for 0.23 acres of permanent wetland impacts and 146 If of permanent stream impacts for
construction of the proposed project. We are also requesting a 401 WQC from NCDWR for the
above referenced impacts. Impacts to Neuse River Riparian Buffers will be permitted through
Johnston County as the delegated municipality.
The project is ±67.69 acres in size and comprised of 5 parcels located south of NC Hwy 210
between Black Creek Road and Lassiter Pond Road, north of Long Branch Road in Smithfield,
Johnston County (Latitude: 35.502798°N; Longitude: -78.432473°W). The project is located in
the Neuse River basin and onsite waters drain to Sassarixa Creek. The Water Quality Classification
for Sassarixa Creek is C; NSW and the Stream Index Number is: 27-45-13. The hydrologic
cataloging unit for the site is 03020201.
Proposed Proiect
The purpose of the proposed project is to construct a residential subdivision to meet the existing
demand for single family housing in the Johnston County area.
The overall proposed project consists of the construction of 68 single family dwellings and
associated infrastructure including roads, utilities, stormwater management. Standard commercial
construction equipment and techniques will be used to construction the proposed project.
Project History
Charles Pender of Johnston County issued a Buffer Determination (NBR# 19-003) for the project
area on 03/30/2019. A copy of the Buffer Determination Letter has been provided as an appendix.

Redhawk Landing- NWP 29 PCN ;0 WithersR&
A preliminary Jurisdictional Determination (SAW -2018-02289) was submitted on 11/19/2018
and USACE Regulatory Specialist Ross Sullivan field verified the delineation and jurisdictional
status for the project area on 01/09/2019. WR is not requesting issuance of the Jurisdictional
Determination in conjunction with the issuance of the NWP as all proposed impacts will be
completed prior to expiration of the NWP 29. A copy of the delineation concurrence email from
Ross Sullivan has been provided as an appendix.
Proposed Impacts
The proposed impacts consist of:
• 0.23 acres of permanent wetland impacts
• 146 If of permanent stream impacts
Proposed impacts have been limited to only those necessary to cross the stream and wetlands
which bisect the property in order to access developable uplands in the southern portion of the
project. The construction of Street 1 will result in 0.23 acres of permanent wetland impacts (Impact
#1A) and 103 If of permanent stream impacts (Impact #1D) for installation of twin 48" culverts.
Installation of the rip -rap dissipaters above and below the culvert will result in 43 If of permanent
stream impacts (Impacts #113 & #1C). The twin culverts will be buried 12" below the stream bed,
with the southern culvert carrying baseflow and the northern culvert being grouted to only carry
flood flow.
The rip -rap dissipaters are required to reduce flow velocity and prevent erosion of the stream and
undercutting of the culvert and headwalls. A plunge pool will be constructed on the downstream
end of the culverts (Impact #113). The rip -rap will be installed by burying the rip -rap such that the
top of the rip -rap matches the pre -construction contours of the natural stream bed, allowing for
the passage of aquatic life and preventing a loss of function of this section of stream channel. The
rip -rap apron on the upstream end of the culvert is necessary to divert flow into the southern
culvert and armor the area above the headwall to prevent scour and undercutting (Impact # 1C).
A channel will be created within the rip -rap apron to carry flow into the southern culvert. The rip -
rap will be installed by burying the rip -rap such that the top of the rip -rip is at the surface of the
channel, allowing water to flow over the rip -rap to maintain aquatic life passage. While a stream
channel will be constructed within the rip -rap apron, this impact is being assessed as a functional
loss since the existing stream channel will be filled and relocated.
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 minimize.
Due to limited access to NC Hwy 210 and the location of the streams and wetlands which bisect
the project, impacts to wetlands and streams are required to access adjacent uplands and therefore
impacts could not be avoided entirely. To minimize impacts Street 1 has been designed to cross
the stream and wetlands at a perpendicular angle and backslopes have been designed at 3:1 slopes
to transition road fill to natural grade, which is the minimum allowed by Johnston County.
Additionally, Street 1 has been designed downstream of the confluence of Stream 1 and Stream 2
Page 2 of 4

Redhawk Landing - NWP29 PCN �% WithersRaw
(see Approved Wetland/Buffer Delineation Exhibit) minimizing stream and wetland impacts to the
maximum extent possible.
Additionally, the rip -rap dissipators will be installed by burying the rip -rap such that the top of the
rip -rap matches the pre -construction contours of the natural stream bed, allowing for the passage
of aquatic life and prevent a functional loss.
Construction techniques used to avoid or minimize the proposed impacts include the installation
of erosion and sedimentation control devised prior to construction. Additionally, access to impact
areas will be from high ground.
Mitigation
Stream Mitigation
The proposed project will result in 146 If of permanent stream impacts, of which 116 If will result
in functional loss as depicted in the table below.
The proposed permanent stream impacts (with functional loss) are 116 If; therefore, mitigation is
not proposed.
Wetland Mitigation
The applicant proposed to mitigate the 0.23 acres of permanent wetland impacts through the
purchase of offsite migration credits at a 2:1 ratio, resulting in the purchase of 0.46 acres of
riparian wetland mitigation. The applicant proposes to provide the 0.46 acres of riparian wetland
mitigation through the purchase of credits from RES within the Neu -Con Wetland & Stream
Umbrella Mitigation Bank - Hannah Bridge Site. A Copy of the Statement of Availability from RES
has been provided as an Appendix.
Stormwater Management Plan
The proposed Stormwater Management Plan will be reviewed and approved by Johnston County
as the certified municipality.
The current request is for 0.23 acres of permanent wetland impacts and 146 If of permanent
stream impacts (see the attached maps and PCN for details).
Page 3 of 4
Stream Impact Mitigation Table
Impact #
Reason for Impact
Functional Loss No Functional Loss
1B
Rip -Rap Dissipater
30 If
1C
Rip -Rap Dissipater
13 If
1D
Culvert/Road Crossing
103 If
Total
116 If 30 If
The proposed permanent stream impacts (with functional loss) are 116 If; therefore, mitigation is
not proposed.
Wetland Mitigation
The applicant proposed to mitigate the 0.23 acres of permanent wetland impacts through the
purchase of offsite migration credits at a 2:1 ratio, resulting in the purchase of 0.46 acres of
riparian wetland mitigation. The applicant proposes to provide the 0.46 acres of riparian wetland
mitigation through the purchase of credits from RES within the Neu -Con Wetland & Stream
Umbrella Mitigation Bank - Hannah Bridge Site. A Copy of the Statement of Availability from RES
has been provided as an Appendix.
Stormwater Management Plan
The proposed Stormwater Management Plan will be reviewed and approved by Johnston County
as the certified municipality.
The current request is for 0.23 acres of permanent wetland impacts and 146 If of permanent
stream impacts (see the attached maps and PCN for details).
Page 3 of 4

Redhawk Landing- NWP29 PCN ;% WltherSRavenf
Please feel free to call if you have questions or require additional information.
Sincerely,
WithersRavenel
Lyle Phillips
Environmental Scientist
Attachments:
• PCN Form
• Agent Authorization
• Parcel/Owner Info
• Approved Wetland/Buffer Delineation Exhibit
• USGS Quadrangle Exhibits
• Johnston County Soil Survey Exhibit
• Johnston County Buffer Determination Letter (NB# 19-003)
• USACE Delineation Concurrence Email (SAW -2018-02289)
• Mitigation - Statement of Availability
• NCNHP Project Review Letter
• Impact Exhibits
Page 4 of 4

;/0 WithersRavenel
PCN FORM

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Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Page 1 of 12
PCN Form — Version 1.3 December 10. 2008 Version
Pre -Construction Notification PCN Form
A. Applicant Information
1.
Processing
1a.
Type(s) of approval sought from the
Corps:
®Section 404 Permit ❑Section 10 Permit
1b. Specify Nationwide Permit (NWP) number: 29 or General Permit (GP) number:
1c.
Has the NWP or GP number been verified by the Corps?
FEI Yes
® No
1d.
Type(s) of approval sought from the DWQ (check all that apply):
® 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization
1e.
Is this notification solely for the record
because written approval is not required?
For the record only for DWQ 401
Certification:
❑ Yes ® No
For the record only for Corps Permit:
❑ Yes ® No
1f.
Is payment into a mitigation bank or in -lieu fee program proposed for mitigation
of impacts? If so, attach the acceptance letter from mitigation bank or in -lieu
fee program.
® Yes
❑ No
1g.
Is the project located in any of NC's twenty coastal counties. If yes, answer 1h
below.
❑ Yes
® No
1 h.
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes
® No
2.
Project Information
2a.
Name of project:
Redhawk Landing
2b.
County:
Johnston County
2c.
Nearest municipality / town:
Smithfield
2d.
Subdivision name:
2e.
NCDOT only, T.I.P. or state
project no:
3.
Owner Information
3a.
Name(s) on Recorded Deed:
William Matthews
3b.
Deed Book and Page No.
03135: 0301 — PIN#166300-87-3802
03135; 0304 — PIN#166300-77-6341
03135; 0301 — PI N#1 66300-76-5497
03135; 0301 — PIN#166300-86-0754
03135; 0306 — PI N#1 66300-86-3764
3c.
Responsible Party (for LLC if
applicable):
3d.
Street address:
5 parcels located to the south of NC Hwy 210 between Black Creek Road and Lassiter
Pond Road, north of Long Branch Road
3e.
City, state, zip:
Smithfield, NC 27577
3f.
Telephone no.:
910.890.3943
3g.
Fax no.:
N/A
3h.
Email address:
[e-mail]
Page 1 of 12
PCN Form — Version 1.3 December 10. 2008 Version

4.
Applicant Information (if different from owner)
4a. Applicant is:
❑ Agent ® Other, specify: RBV 210, LLC. — Contract Purchaser
4b. Name:
Rex Vick Jr. (Manager)
4c.
Business name
(if applicable):
RBV 210, LLC.
4d.
Street address:
3434 Kildaire Farm Road, Suite 135
4e. City, state, zip:
Cary, NC 27518
4f.
Telephone no.:
919-8684924
4g.
Fax no.:
N/A
4h.
Email address:
rvick(aMindjamdevelopment.com
5.
Agent/Consultant Information (if applicable)
5a.
Name:
Lyle Phillips
5b.
Business name
(if applicable):
WithersRavenel
5c.
Street address:
115 MacKenan Drive
5d.
City, state, zip:
Cary, NC 27511
5e.
Telephone no.:
919.535.5165
5f.
Fax no.:
N/A
5g.
Email address:
Iphillips(cDwithersravenel.com
Page 2 of 12
PCN Form — Version 1.3 December 10, 2008 Version

B. Project Information and Prior Project History
1. Property Identification
PIN#166300-87-3802
PIN#166300-77-6341
1a. Property identification no. (tax PIN or parcel ID):
PIN#166300-76-5497
PIN#166300-86-0754
PIN#166300-86-3764
1b. Site coordinates (in decimal degrees):
Latitude: 35.502798 Longitude: -78.432473
(DD.DDDDDD) (-DD.DDDDDD)
1 c. Property size:
± 67.69 acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to
Sassarixa Creek
proposed project:
Stream Index — 27-45-13
2b. Water Quality Classification of nearest receiving water:
C; NSW
Neuse River Basin
2c. River basin:
HUC: 03020201
3. Project Description
3a. 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 existing conditions on the site consist of agricultural fields and undeveloped woodlands. The general land use in the
vicinity of the project consists primarily of agricultural use and undeveloped woodlands, with sparse residential land use.
3b. List the total estimated acreage of all existing wetlands on the property:
± 5.6 acres
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
± 2036 If
3d. Explain the purpose of the proposed project:
The purpose of the proposed project is to construct a residential subdivision to meet the existing demand for single family
housing in the Johnston County area.
3e. Describe the overall project in detail, including the type of equipment to be used:
The overall proposed project consists of the construction of 68 single family dwellings and associated infrastructure including
roads, utilities, stormwater management. Standard commercial construction equipment and techniques will be used to
construct the proposed project.
Page 3 of 12
PCN Form — Version 1.3 December 10, 2008 Version

4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
® Yes ❑ No El Unknown
project (including all prior phases) in the past.
Comments:
4b. If the Corps made the jurisdictional determination, what type
®Preliminary El Final
of determination was made?
4c. If yes, who delineated the jurisdictional areas?
Agency/Consultant Company: WithersRavenel
Name (if known): T. Beasley & L. Phillips
Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
A preliminary Jurisdictional Determination (SAW -2018-02289) was submitted on 11/19/2018 and USACE Regulatory
Specialist Ross Sullivan field verified the delineation and jurisdictional status for the project area on 01/09/2019. WR is not
requesting issuance of the Jurisdictional Determination in conjunction with the issuance of the NWP. A copy of the delineation
concurrence email from Ross Sullivan has been provided as an appendix.
Charles Pender of Johnston County issued a Buffer Determination (NBR# 19-003) for the project area on 03/30/2019. A copy
of the Buffer Determination Letter has been provided as an appendix.
5. Project History
5a. Have permits or certifications been requested or obtained for
❑ Yes ® No ❑ Unknown
this project (including all prior phases) in the past?
5b. If yes, explain in detail according to "help file" instructions.
6. Future Project Plans
6a. Is this a phased project?
❑ Yes ® No
6b. If yes, explain.
Page 4 of 12
PCN Form — Version 1.3 December 10, 2008 Version

C. Proposed Impacts Inventory
1. Impacts Summary
1a. Which sections were completed below for your project (check all that apply):
® Wetlands ® Streams - tributaries ❑ Buffers
❑ Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a.
2b.
2c.
2d.
2e.
2f.
Wetland impact
Type of jurisdiction
number —
Type of impact
Type of wetland
Forested
(Corps - 404, 10
Area of impact
Permanent (P) or
(if known)
DWQ — non -404, other)
(acres)
Temporary T
Impact #1A
Headwater
®Yes
®Corps
(Wetland A)
Road Crossing
Forest
❑ No
®DWQ
0.23
® P El T
2g. Total wetland impacts
0.23
2h. Comments:
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a.
3b.
3c.
3d.
3e.
3f.
3g.
Stream impact
Type of impact
Stream name
Perennial
Type of jurisdiction
Average
Impact
number -
(PER) or
(Corps - 404, 10
stream
length
Permanent (P) or
intermittent
DWQ — non -404,
width
(linear
Temporary (T)
(INT)?
other)
(feet)
feet)
Impact #1 B
(Stream 1)
Rip -Rap Dissipator
UT to Sassarixa
E] PER
® Corps
3
30
®P E] T
(No Functional Loss)
Creek
® INT
® DWQ
Impact #1C
(Stream 1)
Rip -Rap Dissipator
UT to Sassarixa
E] PER
® Corps
3
13
®P El T
(Functional Loss)
Creek
® INT
® DWQ
Impact #1 D
(Stream 1)
Road Crossing
UT to Sassarixa
❑ PER
® Corps
3
103
® P [_1T
Functional Loss
( )
Creek
®INT
®DWQ
Total Permanent Impacts
146
Total Permanent Impacts (with Functional Loss)
116
3h. Total stream and tributary impacts
146
3i. Comments:
Page 5 of 12
PCN Form — Version 1.3 December 10, 2008 Version

4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then individually list all open water impacts below.
4a.
4b.
4c.
4d.
4e.
Open water
Name of waterbody
impact number -
(if applicable)
Type of impact
Waterbody type
Area of impact (acres)
Permanent (P)
or Temporary T
01 ❑P❑T
02 ❑P
03 ❑P
04 ❑P
4f. Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If pond or lake construction proposed, then complete the chart below.
5a.
5b.
5c.
5d.
5e.
Wetland Impacts (acres)
Stream Impacts (feet)
Upland
Pond ID
Proposed use or purpose of
(acres)
number
pond
Flooded
Filled
Excavated
Flooded
Filled
Excavated
Flooded
P1
P2
5f. Total
5g. Comments:
5h. Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts require mitigation, then you MUST fill out Section D of this form.
6a.
® Neuse ❑Tar -Pamlico ❑Other:
Project is in which protected basin?
❑ Catawba ❑ Randleman
6b.
6c.
6d.
6e.
6f.
6g.
Buffer impact
number -
Reason
Buffer
Zone 1 impact
Zone 2 impact
Permanent (P)
for
Stream name
mitigation
(square feet)
(square feet)
or Temporary T
impact
required?
B1 ❑P❑T
❑Yes
❑ No
B2 ❑P❑T
El Yes
❑ No
B3 ❑P❑T
El Yes
❑ No
6h. Total buffer impacts
6i. Comments: Buffer impacts will be permitted through Johnston County.
Page 6 of 12
PCN Form - Version 1.3 December 10, 2008 Version

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing 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 minimize.
Due to limited access to NC Hwy 210 and the location of the streams and wetlands which bisect the project, impacts to
wetlands and streams are required to access adjacent uplands and therefore impacts could not be avoided entirely. To
minimize impacts Street 1 has been designed to cross the stream and wetlands at a perpendicular angle and backslopes have
been designed at 3:1 slopes to transition road fill to natural grade, which is the minimum allowed by Johnston County.
Additionally, Street 1 has been designed downstream of the confluence of Stream 1 and Stream 2 (see Approved
Wetland/Buffer Delineation Exhibit) minimizing stream and wetland impacts to the maximum extent possible.
Additionally, the rip -rap dissipators will be installed by burying the rip -rap such that the top of the rip -rap matches the pre -
construction contours of the natural stream bed, allowing for the passage of aquatic life and prevent a functional loss.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Construction techniques used to avoid or minimize the proposed impacts include the installation of erosion and sedimentation
control devised prior to construction. Additionally, access to impact areas will be from high ground.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for
® Yes ❑ No
impacts to Waters of the U.S. or Waters of the State?
2b. If yes, mitigation is required by (check all that apply):
❑ DWQ ® Corps
® Mitigation bank
2c. If yes, which mitigation option will be used for this project?
❑ Payment to in -lieu fee program
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank: RES — Neu -Con Wetland & Stream Umbrella Mitigation Bank — Hannah Bridge Site
3b. Credits Purchased (attach receipt and letter)
Type: Riparian
Wetland
Quantity: 0.46 acres
3c. Comments: Copy of RES Letter of Availability provided as an Appendix.
4. Complete if Making a Payment to In -lieu Fee Program
4a. Approval letter from in -lieu fee program is attached.
❑ Yes
4b. Stream mitigation requested:
linear feet
4c. If using stream mitigation, stream temperature:
❑ warm ❑ cool ❑cold
4d. Buffer mitigation requested (DWQ only):
square feet
4e. Riparian wetland mitigation requested:
acres
4f. Non -riparian wetland mitigation requested:
acres
4g. Coastal (tidal) wetland mitigation requested:
acres
4h. Comments:
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
Page 7 of 12
PCN Form — Version 1.3 December 10, 2008 Version

6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires
buffer mitigation?
❑ Yes ❑ No
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
Zone
6c.
Reason for impact
6d.
Total impact
(square feet)
Multiplier
6e.
Required mitigation
(square feet)
Zone 1
3 (2 for Catawba)
Zone 2
1.5
6f. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund).
6h. Comments:
Page 8 of 12
PCN Form — Version 1.3 December 10, 2008 Version

E.
Stormwater Management and Diffuse Flow Plan (required by DWQ)
1.
Diffuse Flow Plan
1a.
Does the project include or is it adjacent to protected riparian buffers identified
® Yes ❑ No
within one of the NC Riparian Buffer Protection Rules?
1 b.
If yes, then is a diffuse flow plan included? If no, explain why.
Comments: Concentrated point discharges are not proposed and there is no plan to
El Yes No
alter overall existing drainage patterns. Stormwater management and diffuse flow
requirements will be approved by Johnston County as the certified local
government.
2.
Stormwater Management Plan
2a.
What is the overall percent imperviousness of this project?
14.6%
2b.
Does this project require a Stormwater Management Plan?
❑ Yes ® No
2c.
If this project DOES NOT require a Stormwater Management Plan, explain why: The proposed project overall
imperviousness is less than 15% and therefore no runoff peak attenuation controls or
land dedication is required.
Additionally, no additional treatment is required since the total N -loading from the site
is below the 3.6 Ib/ace/yr limit.
Stormwater management requirements will be reviewed and approved by Johnston County
as the certified local
government.
2d.
If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
® Certified Local Government
2e.
Who will be responsible for the review of the Stormwater Management Plan?
❑ DWQ Stormwater Program
❑ DWQ 401 Unit
3.
Certified Local Government Stormwater Review
3a.
In which local government's jurisdiction is this project?
Johnston County
® Phase II
® NSW
3b.
Which of the following locally -implemented stormwater management programs
❑ USMP
apply (check all that apply):
® Water Supply Watershed
❑ Other:
3c. Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ® No
attached?
4.
DWQ Stormwater Program Review
❑ Coastal counties
❑ HQW
4a.
Which of the following state -implemented stormwater management programs apply
❑ ORW
(check all that apply):
❑ Session Law 2006-246
❑ Other:
4b.
Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ❑ No
attached?
5.
DWQ 401 Unit Stormwater Review
Page 9 of 12
PCN Form — Version 1.3 December 10, 2008 Version

5a. Does the Stormwater Management Plan meet the appropriate requirements?
❑ Yes ❑ No
5b. Have all of the 401 Unit submittal requirements been met?
❑ Yes ❑ No
F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1 a. Does the project involve an expenditure of public (federal/state/local) funds or the
❑ Yes ® No
use of public (federal/state) land?
1 b. If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State
❑ Yes ® No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1 c. If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
❑ Yes ❑ No
letter.)
Comments:
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards,
❑ Yes ® No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b. Is this an after -the -fact permit application?
❑ Yes ® No
2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in
❑ Yes ® No
additional development, which could impact nearby downstream water quality?
3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
The proposed Redhawk Landing development is a single and complete project and there is no associated anticipated
development. Therefore, future development which could impact nearby downstream water quality is not anticipated.
4. Sewage Disposal (DWQ Requirement)
4a. Clearly detail the ultimate treatment methods and disposition (non -discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility.
Wastewater generated from the proposed project will be treated via a conventional individual on-site subsurface septic
system.
Page 10 of 12
PCN Form — Version 1.3 December 10, 2008 Version

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
❑ Yes ® No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act
❑ Yes ® No
impacts?
❑ Raleigh
5c. If yes, indicate the USFWS Field Office you have contacted.
❑ Asheville
5d. 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 database, located at http://www.ncnhp.org/web/nhp/home, 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 NHP 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.
Furthermore, site reviews did not identify any potential habitat for any federally protected species known to occur in
except for Michaux's sumac.
The project site is not located within the known range of the yellow lance, dwarf wedgemussel and Tar River spinymussel.
Site reviews did not identify any potential habitat for bald eagle or red -cockaded woodpecker.
The edge of the wood line and the agricultural fields were determined potential habitat for Michaux's sumac; However, no
sumac species were identified during the pedestrian survey.
Stream 1 is an intermittent stream with a substrate consisting almost entirely of sand. Therefore, Stream 1 was not
considered suitable habitat for the Atlantic pigtoe (proposed for listing).
Based on the lack of suitable habitat and lack of nearby records, WR concludes that the project will have "no effect" on
federally protected species or their critical habitat.
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat?
❑ Yes ® No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
There are no waters classified as EFH in Johnston 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
❑ Yes ® No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
WR reviewed the NC State Historic Preservation Office's online database, located at: http://gis.ncdcr.gov/hpoweb/, to
determine if there were any known historic or cultural resources within or in the vicinity of the proposed project. The
database review did not identify any known resources within or in the vicinity of the proposed project.
Page 11 of 12
PCN Form — Version 1.3 December 10, 2008 Version

8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA -designated 100 -year floodplain?
❑ Yes ® No
8b. If yes, explain how project meets FEMA requirements:
8c. What source(s) did you use to make the floodplain determination? www.ncfloodmaps.com
Lyle Phillips — WithersRavenel
— —
Authorized Agent
07/08/2019
Applicant/Agent's Signature
Date
Applicant/Agent's Printed Name
(Agent's signature is valid only if an authorization letter from the applicant
is provided.)
Page 12 of 12
PCN Form — Version 1.3 December 10, 2008 Version

%0 WithersRavenel
11/
AUTHORIZATION

Nr1 WithersRavenet
o Our People. Your Success.
AUTHORITY FOR APPOINTMENT OF AGENT
The undersigned contract purchaser, R8—V21-0---WC--(Client) 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 ± 68.45 acre Proiect/consisting of the
five Parcels listed below/located south of the intersection of NC Hwy 210 and Countv
Home Road in Smithfield. NC.
• ID: 15HO8028A -± 30.31 acres
• ID: 15H080288 - ± 4.44 acres
• ID: 15H08028D - ± 11.46 acres
• ID: 15HO8028 - ± 16.10 acres
• ID: 15H08026 - ± 6.14 acres
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: % )�
Signature of Client:
(Na Re - Print) (Title)
(Signature)
Qe�P�?
Mailing Address
c.-,zV /�� �? 7s
City I State Zip
Phone: A /5 9 � 3 — L602
SJe / 3s
Email: ��l/ I c 4 (.�� �� C� r►, �i J Q !o� �7�✓Ifi f�.v�
J
115 MacKenan brive ; Cary NC 275-':
919.469.3340 I f: 519.467.6008 www_withersravenel.com ( Liceise No. C-0832
Cary' Greensoorn ! r'ittsboro I Raleigh ! Wilmington

_,ocuSign Envelope ID: 78AOB44D-8931-4D6B-BCE5-59AOC7014904
%/ WithersRavenel
%0 Our People. Your Success.
AUTHORIZATION FOR PROPERTY ACCESS
The undersigned owner(s), William Brooks Matthews , do(es) hereby authorize WithersRavenel, Inc. to
access the ± 68.45 acre project/consisting of the five parcels listed below/located south of the intersection
of NC Hwy 210 and County Home Road, in Smithfield, 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.
• ID: 15HO8028A - ± 30.31 acres
• ID: 15HO8028B - ± 4.44 acres
• ID: 15HO8028D - ± 11.46 acres
• ID: 15HO8028 - ± 16.10 acres
• ID: 15HO8026 - ± 6.14 acres
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]
Sep 17, 2018 1 1:43:16 PM PDT
Date:
Signature of Owner(s):
William Matthews
Name -
Print Title
by:
��Dpporrc��u��Siignedd
F�5E7i6KWA4CB
168
Brandon Dr.
Mailing Address
Billington,
NC 27546
City
State Zip
[phone]
Phone:
[e-mail]
Email:

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PARCEL/OWNER INFO

_
* * * DISCLAIMER * * *
Johnston County assumes no legal responsibility for the information represented here.
Result 1
id:
15HO8028A
Tag:
15HO8028A
Owner Name 1:
MATTHEWS, WILLIAM
BROOKS
210
Owner Name 2:
Mail Address 1:
Mail Address 2:
PO BOX 294
f
Mail Address 3:
BUIES CREEK, NC 27506-0294
Book:
03135
.1�
Page:
0301
210
Z
O
Result 2
u
id:
15HO8028B
Tag:
15HO8028B
Owner Name 1:
MATTHEWS, WILLIAM
BROOKS
Owner Name 2:
Mail Address 1:
Mail Address 2:
PO BOX 294
Mail Address 3:
BUIESS CREEK, NC 27506-0294
Book:
03135
�0
?,�
Page:
0304
c�
ry
�O
Scale: 1:20120 1 in. = 1676.66 feet
(The scale is only accurate when printed landscape on a 8 1/2 x 11 size sheet with no page scaling.)
Johnston County GIS
May 23, 2018

* * * DISCLAIMER * * *
Johnston County assumes no legal responsibility for the information represented here.
Result 3
Result 4
id:
15H08028D
id:
15H08028
Tag:
15H08028D
Tag:
15H08028
Owner Name 1:
MATTHEWS, WILLIAM
Owner Name 1:
MATTHEWS, WILLIAM
Mail Address 2:
BROOKS
Mail Address 3:
BROOKS
Owner Name 2:
03135
Owner Name 2:
0306
Mail Address 1:
Mail Address 1:
Mail Address 2:
PO BOX 294
Mail Address 2:
PO BOX 294
Mail Address 3:
BUIES CREEK, NC 27506-0294
Mail Address 3:
BUIES CREEK, NC 27506-0294
Book:
03135
Book:
03135
Page:
0301
Page:
0301
Result 5
id:
15H08026
Tag:
15H08026
Owner Name 1:
MATTHEWS, WILLIAM
BROOKS
Owner Name 2:
Mail Address 1:
Mail Address 2:
PO BOX 294
Mail Address 3:
BUIES CREEK, NC 27506-0294
Book:
03135
Page:
0306

%0WithersRavenel
APPROVED WETLAND/BUFFER
DELINEATION EXHIBIT

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OTES:
1) WETLAND DELINEATION AND JURISDICTIONAL STATUS FIELD VERIFIED (SAW -2018-02289) BY ROSS SULLIVAN
OF THE USACE ON 01/09/2018.
2) CHARLES PENDER OF JOHNSTON COUNTY ISSUED A BUFFER DETERMINATION (NBR# NB 19-003) ON 03/26/2019.
3) WETLAND/STREAM/POND/BUFFER LOCATIONS ARE APPROXIMATE, BASED ON GPS LOCATION, JOHNSTON CO.
GIS DATA AND TOPOGRAPHIC INTERPRETATION.
15MITHH1 HD REDHAWK LANDINGTH( AR( ,[, INA I I APP DELINDEAT ON EXDH/ BITFER I11
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USGS QUADRANGLE EXHIBITS

GRAPHIC SCALE
0 200 400
I inch = 400 ft.
REDHAWK LANDINGI USGS QUAD (2013) - FOUR OAKS ll�
1111110 WithersRavenel
& POWHATAN ,0 Engineers I Planners I Surveyors
SMITHFIEID OH�NslC7ti'COt'h71 NORTH( �KUII'�:i

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JOHNSTON COUNTY SOIL SURVEY EXHIBIT

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GRAPHIC SCALE
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JOHNSTON COUNTY BUFFER
DETERMINATION LETTER
NB# 19-003

6"WJk" rd"Iff
DEPARTMENT OF PUBLIC UTILITIES
POST OFFICE BOX 2263
SMITHFIELD, N.C. 27577
[phone]
March 30, 2019, 2019
Lyle Phillips
WithersRavenel
115 MacKenan Dr.
Cary, NC 27511
Subject: Neuse River Buffer Call
NBR# NB 19-003
Project Name: Red Hawk Landing (NC Pin# 166300-87-3802, 166300-86-3764, 166300-86-0754,
166300-77-6341, 166300-76-5497)
Location / Directions: NC HWY 210 near Black Creek Rd
Subject Stream: Pond -1 (C; NSW)
Pond -2 (C; NSW)
Pond -3 (C; NSW)
F -A (C; NSW)
F -B (C; NSW)
F -C (C'NSW)
F -D (C; NSW)
Determination Date: March 26, 2019 Staff: Charles Pender
Printed on recycled paper �o
Stream
USGS
Latitude
Longitude -
Feature
Type
Not
Subject
Subject
Start @
Stop @
Soil
Survey
(Dec.
(Dec.
Topo .
Degrees)
Degrees)
Pond-
P
❑
®
Subject. Not
®
®
35.57265
-78.39164
1
contested.
Pond-
P
❑
®
Subject
®
®
35.50122
-78.43482
2
Pond -3
n/a
®
❑
Not subject
❑
®
35.49931
-78.43691
F -A
P
❑
®
Subject
®
®
35.50136
-78.43384
F B
P
❑
®
Subject at
®
®
35.500714
-78.43365
orange flag
F -C
P
❑
®
Subject thru
®
®
35.49904
-78.43726
out.
F -D
E
®
❑
Not present
❑
®
35.49942
-78.43740
Printed on recycled paper �o

*E/1/P = Ephemeral Intermittent/ Perennial
Explanation: The feature(s) listed above that are checked "Subject" to the Johnston County Neuse
Riparian Buffer Ordinance (Section 14-393 Johnston County Code of Ordinances) has or have been
approximately shown on either the Soil Survey of Johnston County, North Carolina (1994) or the most
recent version of the 1:24,000 (7.5 minute) quadrangle topographic maps prepared by the United States
Geologic Survey (USGS), and have been located on the property and possess characteristics that qualify
it to be a stream. Each feature that is checked "Not Subject" has been determined not to be a stream or
is not present on the property. There may be other streams located on your property that do not show up
on the maps referenced above but still may be considered jurisdictional according to the US Army Corps
of Engineers and/or the North Carolina Division of Water Resources.
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 Johnston County may request a
determination by the Director of the Division of Water Resources c/o the 401 and Buffer
Permitting Unit, or its successor. An appeal request must be made within sixty (60) days of the
date of this letter or from the date the affected party (including downstream and/or adjacent
owners) is notified of this letter. A request for a determination by the Director must be submitted
in writing with a copy of this letter to:
North Carolina Division of Water Resources
401 & Buffer Permitting Unit
1650 Mail Service Center
Raleigh, North Carolina 27699-1650
This determination is final and binding unless, as detailed above, a request for an appeal has been
made in writing within sixty (60) days.
The owner/future owners should notify the Division of Water Resources (including any Local,
State, and Federal Agencies) of this decision concerning any future correspondences regarding the
subject property (stated above). This project may require a Section 404/401 Permit for the
proposed activity. Any inquiries should be directed to the US Army Corps of Engineers Raleigh
Regulatory Field Office at [phone] and the Division of Water Resources 401 & Buffer
Permitting Unit at [phone].
If you have any questions regarding this determination, please feel free to contact Charles Pender at
[phone] or via email at [e-mail].
Sincerely,
Charles Pender, Jr.
Engineering and Environmental Technician

Wl- \ v
NOTES:
1) WETLAND DELINEATION PERFORMED BY WR ON 10/28/2018.
2) STREAM/POND LOCATIONS ARE APPROXIMATE, BASED ON GPS LOCATION, JOHNSTON CO. GIS
DATA AND TOPOGRAPHIC INTERPRETATION.
3) WETLAND DELINEATION AND JURISDICTIONAL STATUS WAS FIELD VERIFIED BY ROSS
SULLIVAN OF THE USACE ON 01/08/2018.
REDHAWK LANDINGBUFFER DETERMINATION EXHIBIT ;% WithersRavenel
Lrlglro.t. I %alwl♦ I Surveyo.+
SX11111f1f11/ /11/NST()N!'(111NTY Not: "I
1:AK1111NA

%0 WithersRavenel
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USACE DELINEATION CONCURRENCE
EMAIL (SAW -2018-02289)

From: Sullivan. Roscoe L III CIV (US)
To: Phillips, Lyle
Subject: RE: Redhawk Landing - Request for Preliminary Jurisdictional Determination (WR#02180519.00)
(UNCLASSIFIED)
Date: Wednesday, January 23, 2019 7:47:59 AM
CLASSIFICATION: UNCLASSIFIED
Hey Lyle,
I conducted a site visit with you at the above referenced property on 1/9/2018 to verify the limits of
any potentially jurisdictional waters of the United States (WoUS) within the project area. I have
determined that the revised delineation map that you provided to me on 1/9/2018 entitled
"Approved Wetland Delineation Exhibit" accurately depicts the limits of any potentially jurisdictional
WoUS within the project area.
I will issue the Preliminary Jurisdictional Determination for this project in the order that it was
received, but please note that I have a substantial backlog of permits and JDs to work through at this
time and it may take several months or more.
Please feel free to contact me with any questions.
Best,
Ross
Ross Sullivan, PWS, ISA Certified Arborist
Regulatory Specialist
Raleigh Regulatory Field Office
U.S. Army Corps of Engineers - Wilmington District
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
Office #: 919-554-4884. Ext. 25
Email: [e-mail]
We would appreciate your feedback on how we are performing our duties. Our automated
Customer Service Survey is located at:
https://cops.usace.army.mil/sites/RD/ORM2_Blog/_layouts/15/WopiFrame.aspx?sourcedoc=
(AE95B1BE-995E-4A7E-9968-
B619432F7CEB)&file=National_Customer_Survey_for_Dec_2018.xlsx&action=default
From: Phillips, Lyle[mailto:[e-mail]]
Sent: Wednesday, January 9, 2019 3:38 PM
To: Sullivan, Roscoe L III CIV (US) <[e-mail]>
Subject: [Non-DoD Source] RE: Redhawk Landing - Request for Preliminary Jurisdictional
Determination (WR#02180519.00) (UNCLASSIFIED)

Hey Ross,
This email is in follow-up to our site meeting on 01/09/2019 to verify the delineation for Redhawk
Landing, located at to the south of NC Hwy 210 between Black Creek Road and Lassiter Pond Road,
North of Long Branch Road (Lat: 35.502798°N; Long: -78.432473°W) in Smithfield, Johnston County,
NC. I have updated the delineation per our site review and the attached Approved Delineation
Exhibit depicts the verified delineation. I've also attached the aquatic resources table.
Will you please respond to this email concurring with the results of the site meeting so that we have
documentation for upcoming submittals. We understand that due to your current workload, the JD
will be issued during permitting.
Let me know if you need any further information and thanks again for your help with this project.
Lyle Phillips
From: Phillips, Lyle
Sent: Thursday, December 13, 2018 2:59 PM
To: 'Sullivan, Roscoe L III CIV (US)' <[e-mail]>
Subject: RE: Redhawk Landing - Request for Preliminary Jurisdictional Determination
(WR#02180519.00) (UNCLASSIFIED)
Ross,
Sounds good. See you then.
Lyle
From: Sullivan, Roscoe L III CIV (US) <Roscoe.L.SuIlivanPusace.army.miI>
Sent: Thursday, December 13, 2018 2:40 PM
To: Phillips, Lyle <1phi Ilips Pwithersravenel.com>
Subject: RE: Redhawk Landing - Request for Preliminary Jurisdictional Determination
(WR#02180519.00) (UNCLASSIFIED)
CLASSIFICATION: UNCLASSIFIED
Hey Lyle,
The Corps Action ID SAW -2018-02289 has been issued for this project. I would like to conduct a site
visit for this one. How does Wednesday, January 9th at 9:30 am work for your schedule?
Best,

Ross
Ross Sullivan, PWS, ISA Certified Arborist
Regulatory Specialist
Raleigh Regulatory Field Office
U.S. Army Corps of Engineers - Wilmington District
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
Office #: 919-554-4884. Ext. 25
Email: roscoe.I.sullivanCcDusace.army.mil
We would appreciate your feedback on how we are performing our duties. Our automated
Customer Service Survey is located at: Blocked htt :/p /corpsmapu.usace.army.mil/cm a e
p=136:4:0
Thank you for taking the time to visit this site and complete the survey.
From: Phillips, Lyle [mailto:l hillipsPwithersravenel.com]
Sent: Monday, November 19, 2018 3:20 PM
To: Sullivan, Roscoe L III CIV (US) <Roscoe.L.Sullivan(@usace.army.mil>
Subject: [Non-DoD Source] Redhawk Landing - Request for Preliminary Jurisdictional Determination
(W R#02180519.00)
Hey Ross,
I've attached a request for Preliminary JD for Redhawk Landing, located at to the south of NC Hwy
210 between Black Creek Road and Lassiter Pond Road, North of Long Branch Road (Lat:
35.502798°N; Long: -78.432473°W) in Smithfield, Johnston County, NC.
This site is ± 67.69 acres and comprised of undeveloped woodlands and agricultural fields.
During the site review WithersRavenel identified 3 Streams, 2 wetlands and 3 ponds.
Please take a look at the attached request and let me know your availability for a site visit. A review
of the site would require approximately 2.5 hours. The site can be accessed from the driveway in the
northeastern corner of the review area.
Thanks for your help, and please let me know if you need any additional information.
Lyle Phillips

CLASSIFICATION: UNCLASSIFIED
CLASSIFICATION: UNCLASSIFIED

1/ WithersRavenel
NO
MITIGATION - STATEMENT OF AVAILABILITY

fires
EBX-Neuse I, LLC Stream and Wetland Banks
Statement of Availability June 19, 2019
U.S. Army Corps of Engineers
Roscoe Sullivan
Raleigh Regulatory Field Office
3331 Heritage Trade Center, Suite 105
Wake Forest, NC 27587
Re Project: Redhawk Landing
This document confirms that RBV 210, LLC. (Applicant) for the Redhawk Landing (Project) has
expressed an interest to utilize 0.48 Riparian Wetland Mitigation Credits from the EBX-Neuse
sponsored Neu -Con Wetland & Stream Umbrella Mitigation Bank, specifically 0.48 from the Hannah
Bridge Site in the Neuse HUC 03020201. As the official Bank Sponsor, EBX-Neuse I, LLC, attests to the
fact that mitigation is available for reservation at this time.
These mitigation credits are not considered secured, and consequently are eligible to be used for alternate
purposes by the Bank Sponsor, until payment in full is received from the Applicant resulting in the
issuance of a Mitigation Credit Transfer Certificate by the bank acknowledging that the Applicant has
fully secured credits from the bank and the Banker has accepted full responsibility for the mitigation
obligation requiring the credits/units.
The Banker will issue the Mitigation Credit Transfer Certificate within three (3) days of receipt of the
purchase price. Banker shall provide to Applicant a copy of the Mitigation Credit Transfer Certificate and
a documented copy of the debit of credits from the Bank Official Credit Ledger(s), indicating the permit
number and the resource type secured by the applicant. A copy of the Mitigation Credit Transfer
Certificate, with an updated Official Credit Ledger will also be sent to regulatory agencies showing the
proper documentation.
If any questions need to be answered, please contact me at 919-209-1075 or [e-mail].
Best Regards,
V
Caitlan B. Parker
Resource Environmental Solutions, LLC
302 Jefferson Street, Suite 110
Raleigh, NC 27605

NO
WithersRavenet
NCNHP PROJECT REVIEW LETTER

■ NC DEPARTMENT OF Susi Hamilton. Secretary
no us NATURAL AND CULTURAL RESOURCES
a man Welber Clark, Director. Land and Water Stewardship
NCNHDE-8999
May 16, 2019
Troy Beasley
Withers & Ravenel
115 MacKenan Drive
Cary, NC 27511
RE: Redhawk Landing; 02180519.00
Dear Troy Beasley:
The North Carolina Natural Heritage Program (NCNHP) appreciates the opportunity to provide
information about natural heritage resources for the project referenced above.
Based on the project area mapped with your request, a query of the NCNHP database indicates that
there are no records for rare species, important natural communities, natural areas, and/or
conservation/managed areas within the proposed project boundary. Please note that although there
may be no documentation of natural heritage elements within the project boundary, it does not
imply or confirm their absence; the area may not have been surveyed. The results of this query
should not be substituted for field surveys where suitable habitat exists. In the event that rare
species are found within the project area, please contact the NCNHP so that we may update our
records.
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 found within the project area or is 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:
httos //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.
The NC Natural Heritage Program may follow this letter with additional correspondence if a
Dedicated Nature Preserve, Registered Heritage Area, Clean Water Management Trust Fund
easement, or Federally -listed species are 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 rodney.butlernncdcr.aov or 919-707-8603.
Sincerely,
NC Natural Heritage Program
u;,Ai , ,'LC7�::_ PF'S },.JPCFS

Natural Heritage Element Occurrences, Natural Areas, and Managed Areas Within a One -mile Radius of the Project Area
Redhawk Landing
Project No. 02180519.00
May 16, 2019
NCNHDE-8999
ement Occurrences Documented Within a One -mile Radius of the Project Area
3xonomic EO ID Scientific Name Common Name Last Element Accuracy Fede ate" State Global State
roup Observation Occurrence Status Status Rank Rank
Date Rank
ragonfly or 33753 Somatochlora Coppery Emerald 2004 -Pre H? 5 -Very --- Significantly G3G4 S2?
amselfly georgiana Low Rare
o Natural Areas are Documented Within a One -mile Radius of the Project Area
o Managed Areas are Documented Within a One -mile Radius of the Project Area
afinitions and an explanation of status designations and codes can be found at httgs://ncnhde.natureserve.ora/content/help. Data query generated on May 16, 2019; source: NCNHP, 02 Apr 2019.
ease resubmit your information request if more than one year elapses before project initiation as new information is continually added to the NCNHP database.
Page 2 of 3

NCNHDE-8999: Redhawk Landing
FJ
N
N'+L
S
May 16, 2019
❑ Project Boundary
m Buffered Project Boundary
Page 3 of 3
1:25,061
0 02 0.4 08 mi
�I i 4T-4 ti 5 j
0 0.325 0.65 1.3 km
Sources. Ean MERE. Garmn Intermap. mcrement P Corp GEBCO. USGS,
FAO. NPS. NRCAN. GeoBase IGN Kadaster NL Ordnance Survey. Esn Japan
METI Esn China (Hong Kong) Ic1 OpenSveetMap convOutorsand the GIS
User Community

40 WithersRavenel
%0 F,
MPACT EXHIBITS

7w
NOTES:
1. WETLANDS, STREAM, AND BUFFER DELINEATIONS SHOWN ON THESE MAPS ARE
BASED ON DATA PROVIDED BY WITHERSRAVENEL, INC. AND FIELD VERIFIED BY
USACE ON JANUARY 01, 2019. (SAW -2018-02289)
2. LIMITS OF BUFFERS ARE BASED ON BUFFER DETERMINATION LETTER ISSUED BY
JOHNSTON COUNTY DEPARTMENT OF UTILITIES DATED MARCH 30, 2019.
(REFERENCE NBR# NB 19-003)
3. PROPOSED SITE LAYOUT AND INFRASTRUCTURE SHOWN ARE BASED ON APPROVED
CONSTRUCTION DRAWINGS BY WITHERSRAVENEL, INC. FOR THE REDHAWK LANDING
SUBDIVISION.
Total Project Stream & Wetland Impact Summary
Permanent
Temporary
Permanent/No
Permanent Functional
Loss
(Rip -Rap Dissipators)
Impact
ID #
Type
Cause
Stream
(LF)
Stream
(SQ FT)
Wetland
(AC)
Stream
(LF)
Stream
(SQ FT)
Wetland
(AC)
Stream (LF)
Stream (SQ
FT)
1A
Wetland
Road Fill
0.23
-
-
113
Stream
Rip -Rap
-
-
-
-
30
118
1C
Stream
Rip -Rap
13
52
-
-
1D
Stream
Road Fill
103
765
-
-
-
-
-
Total
116
817
0.23
F 0
0
0
30
118
i 0
I ly
IIS
Im1
0 I
0
,r II
r I II
I
t 1t
�� SHEET I-2 J \
r �
WETLAND IMPACT #1A /
(ROAD IMPACT) /
WETLAND IMPACT: 9,820 SF (0.23 AQ /
i . t t SEE SHEET 1-2
_ � r STREAM IMPACT #1 B
(RIPRAP DISSIPATER)
PERMANENT STREAM IMPACT: 30 LF
STREAM IMPACT #I
' \ (RIP -RAP DISSIPATOROR)
\\ 1 1 PERMANENT STREAM IMPACT: 13 LF
a
�\ — STREAM IMPACT #1 D
---i 1 (ROAD IMPACT)
' PERMANENT STREAM IMPACT:103 LF
SEE SHEET 1-2CN I
/
Lu
LLJ
W�
Q
t /
t
It\t\ pit\ _ _ � -. _ — — —
GRAPHIC SCALE
300 0 150 300 600
1 inch = 300 ft.
evisior Dace I By Drawner S`a`e REDHAWK LANDING OVERALL SITE PLAN & �� WithersRavenet -
D1 q5 NOTED ,/ Engineers I Planners I Surveyors
Drawn By Dale �
MDI 07/05/19 JOHNSTON COUNTY, NC STREAM &WETLAND IMPACT LOCATION MAP g y
Cbed<ed By ]ob N. 115 MacKenan Drive I Cary, NC 27511
BDH 02180519 t: 919.469.33401 license #: 00832 1 www.withersravenel.com

EDGE OF WATER SO��Fvf
i
WETLANDA\i
STREAM IMPACT #1 D -
\ - \ PERMANENT
LIMITS OFr'
DISTURBANCE �" �. 103 LF (765 SQ. FT.)IV
V .,sem �, \ /
STREAM IMPACT #1 B r -41,r j j CAU F0 STREAM IMPACT #1 C
PERMANENT / / 7'k4 PERMANENT \
.. 30 LF (118 SQ. FT.) —` .
�{ / ' l'r ,\ r\ /' � 13 LF (52 SQ. FT.)
RIPRAP DISSIPATER ` RIPRAP DISSIPATER W
NO PERMANENT / /f�t� / PERMANENT
FUNCTIONAL LOSS �� 411 FUNCTIONAL LOSS ,y
-----------------------------
WETLAND
----- ------�
WETLAND IMPACT #lA
PERMANENTQ-
9,820 SQ. FT. (0.23 AC)------------
RNER
�1 iJ
/ 5 IpARIAN
;IV
o ,.
CIV
LIMITS OF
CID�o I DISTURBANCE
I
EXISTING NCDOT FINISHED
GRADE CONCRETE GRADE
� 22193 ENDWALL
217.50
Z., 48" RCP
CST. CHANNEL CULVERT
a
216.50 INV. 1 % °'
DUAL 48" RCP AQUATIC PASSAGE
UPSTREAM CROSS-SECTION
(NTS)
Designer ,,,,, Isute
EXISTING
\ GRADE FINISHED NCDOT
\ GRADE CONCRETE
F ENDWALL
220.68
48" RCP 48" RCP
CULVERT CULVERT
GROUT BOTTOM 1.5' OF -----
NORTHERN 48" INVERT
SUCH THAT STREAM BASE
FLOW UTILIZES ONLY THE
SOUTHERN 48" CULVERT DUAL 48" RCP AQUATIC PASSAGE
DOWNSTREAM CROSS-SECTION
(NTS)
REDHAWK LANDING
JOHNSTON COUNTY, NC
216.25
IMPACT AREA #1
IMPACT LEGEN
PERMANENT STREAM IMPACT AREA:
D
PERMANENT WETLAND IMPACT AREA:
HEADWALL
PERMANENT STREAM IMPACT:
-NO PERMANENT LOSS
STANDARD NCDOT
PRECAST ENDWALL
(15" - 48" PIPE)
A
PIPE OUTLET
SQUARE
PREFORMED
SCOUR HOLE
(RIP RAP NOT
SHOWN FOR
CLARITY)
S<O-e
PIPE OUTLET
PERMANENT SOIL
REINFORCEMENT MATTING
TO ARMOR SLOPES
INSTALL FLUSH WITH
NATURAL CHANNEL
777= iXA
SCOUR HOLE — PLAN VIEW
NTS
STANDARD NCDOT
PRECAST ENDWALL
(15" - 48" PIPE)
EXISTING STREAM BED
CLASS 'B' RIPRAP
TO TRANSITION TO
NATURAL CHANNEL
12"
12'
TOP OF RIPRAP TO
Y BE PLACED FLUSH
RIP RAP O 2:1 WITH STREAM BED
CONTOUR
SCORE HOLE — SECTION A—A
NTS
CHANNEL REALIGNMENT
AT HEADWALL
(NTS)
STREAM & WETLAND IMPACT AREA #1
DETAILED IMPACT EXHIBIT
GRAPHIC SCALE
30 0 15 30 60
NEW
1 inch = 30 ft.
40 WithersRavenel
100 Engineers I Planners I Surveyors
1-2
115 MacKenan Drive I Cary, NC 27511
t 919.469.3340 license #: C-0832 I ww'N.vnthersravenel.com
PROP.
HEADWALL
REESTABLISH LINE OF
BASE CHANNEL FLOW
TO SOUTHERN PIPE
tj lryr�
i
1"
EXISTING
STREAM
1
CHANNEL REALIGNMENT
AT HEADWALL
(NTS)
STREAM & WETLAND IMPACT AREA #1
DETAILED IMPACT EXHIBIT
GRAPHIC SCALE
30 0 15 30 60
NEW
1 inch = 30 ft.
40 WithersRavenel
100 Engineers I Planners I Surveyors
1-2
115 MacKenan Drive I Cary, NC 27511
t 919.469.3340 license #: C-0832 I ww'N.vnthersravenel.com