20211489 Ver 3_Cover Letter and Attachments_20231121

-0- WithersRavenel
.. Our People. Your Success.
November 21, 2023
NC Division of Water Resources
401 & Buffer Transportation Permitting
Mr. Rob Ridings
1617 Mail Service Center
Raleigh, NC 27699
Re: Northern Durham Parkway - Phase 2 - Buffer Authorization Modification Submittal
Durham, Durham County
WR Project #02211079.10
DWR #20211489
TIP U-4721
Dear Mr. Ridings,
On behalf of Welcome Venture Park, LLC, we are requesting modification to the Buffer
Authorization received from the NCDWR on 7/31/2023. The City of Durham is requiring
additional grading to reduce the slope for a sewer easement within the right-of-way of the
Northern Durham Parkway stream crossing. Additionally, we are requesting a change in the
applicant to match the applicant on the 401 and 404 permits. The purpose of the proposed project
is construction of a road crossing and grading for a portion of the proposed Northern Durham
Parkway and to provide access to developable uplands for the Welcome Venture Park project.
The revised impacts are as noted in the following table:
Proposed Impact Table
Feature
Type of Impact
Impact Area
SF
AC
Stream 1
Road Crossing - Zone 1
9,297
0.213
Stream 1
Road Crossing - Zone 2
6,562
0.151
Buffer Totals
15,859
0.364
The proposed Northern Durham Parkway - Phase 2 project area is ±9 acres in size and is aligned
within two parcels (PIN: 0843-09-55-1980 and 0833-98-68-0826). The Northern Durham
Parkway - Phase 2 alignment begins at Hamlin Road and runs northwest where it will terminate
at the existing railroad located southeast of Old Oxford Road and northwest of Hamlin Road in
Durham County (Lat: 36.055084°N;-78.862090°W).
The project is located in the Neuse River basin and onsite waters drain to the Eno River. The
Water Quality Classification for the Eno River is: WS-IV; NSW and the Stream Index Number is:
27-2-(19.5). The cataloging unit for the site is 030202010304.
Proposed Project
The primary purpose of the proposed project is to construct a road from existing Hamlin Road to
provide access to the Welcome Venture Park industrial park project whose impacts have been
115 MacKenan Drive I Cary, NC 27511
t: 919.469.3340 f: 919.467.6008 1 www.withersravenel.com I License No. F-1479
Asheville I Cary I Charlotte Greensboro I Lumberton I Pittsboro I Raleigh I Southern Pines I Wilmington

Northern Durham Parkway - Phase 2 :: WVi th ersRave n e l
Buffer Authorization Modification
Our People. Your Success.
Durham, Durham Co.
authorized under a NWP 39 issued on 11/17/2022 (USACE AID# SAW-2021-02316) and a 401
WQC 5756 issued on 10/21/2022 (DWR# 20211128).
The proposed Northern Durham Parkway -Phase 2 will provide the primary access from Hamlin
Road to the Welcome Venture Park industrial park, including developable uplands in the northern
portion of the industrial park.
Eventually, the proposed Northern Durham Parkway - Phase 2 will be part of the future Northern
Durham Parkway, which is a component of the Durham - Chapel Hill - Carrboro Comprehensive
Transportation Plan evaluated as NCDOT State Transportation Project #U-4721.Once completed,
Northern Durham Parkway will provide an alternative route between Raleigh and Durham.
However, the City of Durham has not begun the full design of Northern Durham Parkway, nor
secured the necessary ROW needed to construct the entire roadway, which will likely take 5+
years.
Northern Durham Parkway is slated to ultimately be a 4-lane median divided road. The proposed
Northern Durham Parkway -Phase 2 has been designed as a 2-lane road as traffic for access to
Welcome Venture Park does not warrant a 4-lane median divided road. Northern Durham
Parkway -Phase 2 ROW will be dedicated as a public ROW. As such, impacts necessary to expand
this section to the ultimate 4-lane median divided road will be permitted in the future by the City
of Durham or NCDOT once the expansion is needed.
The proposed road will extend through an existing pond and wetland and cross a perennial stream.
A 10'x10' reinforced concrete box culvert (RCBC) is proposed for a single stream crossing of
Stream 1. The culvert will be installed a minimum of 12-inches below the streambed to allow for
aquatic life passage. A riprap dissipator will be constructed below the downstream end of the
culvert to dissipate energy and prevent erosion. Impacts for the culvert installation, open waters
and wetlands have been authorized under a 401 WQC issued on 7/31/2023 (DWR# 20211489
v2).
All proposed impacts are necessary for construction of the northern two lanes only. Impacts
necessary to expand to the ultimate 4-lane median divided road will be permitted separately in the
future once the expansion is needed.
Project History
WR completed a wetland delineation for the project area on 9/30/2021. WR submitted a
Preliminary Jurisdictional Determination Request to the USACE on 10/25/2021 (SAW-2021-
02316) for the Welcome Venture Park project that includes the Northern Durham Parkway
alignment. USACE sent a concurrence email on 2/10/2022 confirming concurrence with the PJD
Request.
NCDWR issued a Buffer Determination Letter (NBRRO #21-445) for the project dated 1/13/2022
which has been provided as an attachment.
NCDWR issued a 401 permit for the Welcome Venture Park project on 10/30/2022 (DWR
#20221128) and the USACE issued a 404 permit on 11/17/2022 (SAW-2021-02316) which this
portion of Northern Durham Parkway will provide access to.
WR submitted for 404 and 401 permits for Northern Durham Parkway on 3/10/2023. NCDWR
issued a 401 permit and buffer authorization on 4/11/2023.
Page 2 of 5

Northern Durham Parkway - Phase 2 :: WVi th ersRave n e l
Buffer Authorization Modification
Our People. Your Success.
Durham, Durham Co.
WR submitted for an individual 404 permit on 7/27/2023 and according to the USACE, issuance
of the individual 404 is imminent.
The original Buffer Authorization has been modified twice with modified authorizations received
on 5/2/2023 and 7/31/2023.
Proposed Impacts
The Stream 1 crossing will result in 9,297 sf of permanent Zone 1 impacts and 6,562 sf of
permanent Zone 2 impacts. The total permanent riparian buffer impacts are 0.364 acres and
therefore is classified as "Allowable with Mitigation Upon Authorization" in the 2020 Neuse River
Riparian Buffer Rules (i.e., impact greater than one-third of an acre of riparian buffer).
The proposed impacts are necessary for construction of a perpendicular road crossing. The
permanent impacts will occur from installation of a 10'x10' RCBC culvert, riprap dissipator, and
grading required by the city of Durham to reduce the slopes for the existing sewer easement.
The road has been designed to cross Stream 1 perpendicularly with a reinforced concrete boxed
culvert beneath the road. The box culvert has been designed to be buried 12 inches below the
stream bed to allow for aquatic life passage.
A riprap dissipator will be installed on the downstream end of the culvert, The riprap dissipator is
necessary to prevent erosion of the stream from drainage from the adjacent land that will be
developed in the future resulting in higher flow velocity during storm events. 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.
Construction will be completed in the dry by installing temporary coffer dams and constructing a
temporary bypass swale to convey flow around the construction area. Additionally, the
construction of the culvert will be scheduled during a period with no forecasted rain.
Permanent impacts to Steam 1 buffers are necessary and unavoidable due to construction of the
proposed project. Impacts are due to grading and clearing to achieve the necessary grade for the
roadway. Authorization for impacts other than buffers has been received via a 401 permit from
NCDWR and a 404 Individual permit from the USACE is pending.
Avoidance and Minimization
Prior to site plan design, the applicant requested that a detailed wetland delineation be conducted
so that impacts to buffers, wetlands and "waters" could be minimized.
Impacts have been minimized to only those necessary for a single road crossing to construct the
parkway and access developable uplands.
The Northern Durham Parkway - Phase 2 stream crossing has been designed to cross Stream 1 at
a perpendicular angle at a straight segment of stream channel. Additionally, wing walls will be used
to stabilize road fill at the culvert rather than traditional backslopes.
The riprap dissipator below the access road culvert will be constructed 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.
Page 3 of 5

Northern Durham Parkway - Phase 2 :: WVi th ersRave n e l
Buffer Authorization Modification
Our People. Your Success.
Durham, Durham Co.
Upon completion of construction, the temporarily impacted stream channel will be restored to
pre -construction conditions and grades, and temporarily stabilized with biodegradable matting and
seeded to provide temporary stabilization until natural regeneration of native vegetation
permanently stabilizes the stream banks. No matting will be placed on the stream bed.
The Northern Durham Parkway - Phase 2 alignment was designed to align with existing designated
alignment of Northern Durham Parkway in Durham's future transportation plan. Additionally, the
proposed alignment is necessary to avoid existing buildings and homes.
Pond 1 is not subject to the Neuse buffer rules.
Construction techniques used to avoid or minimize impacts include installation of erosion &
sediment control devices prior to construction activities and construction access occurring from
uplands.
Mitigation
The proposed road crossing will result in 15,879 sf/0.364 ac (Zone 1: 9,927 sf; Zone 2: 6,562 sf).
The crossing is classified as "Allowable with Mitigation Upon Authorization" and therefore riparian
buffer mitigation is required because the impacts total greater than one third of an acre.
The applicant proposes to provide 37,764 sf of riparian buffer mitigation as documented in the
following table:
Buffer Mitigation Table
Zone
Impact Requiring
Mitigation
Multiplier
Total
Zone 1
9,297 sf
3
27,891 sf
Zone 2
6,582 sf
1.5
9,873 sf
Total Mitigation Required
37,764 sf
WithersRavenel contacted mitigation banks that service the Neuse 03020201 basin within the
Falls Lake Watershed to determine availability of buffer mitigation. The applicant proposes to
provide the 37,764 sf of riparian buffer mitigation through purchase of credits from Wildlands.
The Statement of Availability from Wildlands Holdings has been provided as an attachment.
Stormwater Management Plan
Stormwater from the proposed roadway will be routed to SCM's located within the adjacent
Welcome Venture commercial development. Stormwater not captured will be conveyed as sheet
flow. The stormwater management plan for Welcome Venture development consists of five
constructed stormwater wetland SCMs and one SCM pond 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 Durham as the certified municipality.
Page 4 of 5

Northern Durham Parkway - Phase 2
Buffer Authorization Modification
Durham, Durham Co.
::WithefsRavenel
Our People. Your Success.
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
• USGS Quads
• Durham County Soil Survey
• Parcel/Owner Exhibit
• Aerial Exhibit
• Approved Wetland/Buffer Delineation Exhibit
• NCDWR Buffer Determination Letter
• Statement of Availability for Buffer Mitigation
• Buffer Impact Exhibits
Page 5 of 5

NO WithersRavenel
lip
Our People. Your Success.
AGENT AUTHORIZATION

%kV WithersRavenel
NoOur People. Your Success.
AUTHORITY FOR APPOINTMENT OF AGENT
The undersigned contract purchaser, Welcome Group 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 Durham, NC:
• Durham Co. PIN: 0844-01-10-2331, ±47.99-acres, located at 1539 Hamlin Road.
• Durham Co. PIN: 0843-01-09-6498, ±66.21-acres, located at 1507 Hamlin Road.
• Durham Co. PIN: 0833-02-99-6163, ±38.72-acres, located at 1225 Hamlin Road.
• Durham Co. PIN: 0833-02-89-5258, ±7.81-acres, located at 1420 Old Oxford Road.
The Client does hereby authorize that said agent has the authority to do the following acts
on behalf of the owner:
(1) To submit appropriate requests/applications and the required
supplemental materials;
(2) To attend meetings to give representation on behalf of the Client.
(3) To authorize access to subject property for the purpose of
environmental review by appropriate regulatory agencies.
This authorization shall continue in effect until completion of the contracted task or
termination by the Client.
Date:
Agent's Name, Address & Telephone: Signature of Client:
WithersRavenel, Inc. W�\c� (C eS
TGac)
115 MacKenan Drive
Cary NC 27511 (Signature)
Tel. [phone] ��SG'
Mailing Ad ress /
� �C 44
City State C Zip
Phone. J
Email:
115 MacKenan Drive I Cary, NC 27511
919.469.3340 1 f: 919.467.6008 1 www.withersravenel.com I License No. C-0832
Asheville I Cary I Greensboro I Pittsboro I Raleigh I Wilmington

::WithersRavenel
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USGS QUADS

52
A / f--3501
NORTHERN DURHAM PARKWAY -
PHASE IIBOUNDARY
GRAPHIC SCALE
0 200 400
1 inch = 400 ft.
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NORTHERN DURHAM PKWY USGS QUAD (2022) - NE DURHAM �� WithersRavenel
PHASE II
Engineers I Planners I Surveyors
DURHAM DURHAM COUNTY NORTH C.AROLINA

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

GRAPHIC SCALE
0 200 400
1 inch = 400It
NORTHERN DURHAM PARKWAY -
�7 PHASE II BOUNDARY
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PHASE II WAKE CO. SOIL SURVEY (1976)-SHEET 18 1/ Engineers l Planners l Surveyors
DURHAM DURHAM COUNTY NORTH CAROLINA

::WithersRavenel
Our People. Your Success.
PARCEL/PROPERTY OWNER EXHIBIT

HEBRON ROAD
NORTHERN DURHAM PARKWAY -
PHASEIIBOUNDARY
GRAPHIC SCALE
0 200 400
1 inch = 400 ft.
IINORTHERN DURHAM PKWY 111 PARCEL/OWNER EXHIBIT III 1% WgthersRavenel 11

::WithersRavenel
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AERIAL EXHIBIT

r.
GRAPHIC SCALE
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::WithersRavenel
Our People. Your Success.
APPROVED WETLAND/BUFFER
DELINEATION EXHIBIT

E
WELCOME VENTURE PARK BOUNDARY FOR
�. ' ; • USACE JD (SAW-2021-02316) AND NCDWR BUFFER
- — ,
DETERMINATION (NBRRO #21-445)
' ,
40*
rryam�^^ � r• _ � .
'.r•N '• '. t ' + 4 O
� tr NORTHERN DURHAM
' PARKWAY -PH II BOUNDARY
#, _ •_ZAJI�4HEBRON ROAD
STREAM 5
INTERMITTENT
i 1
. 1 ,.
�.5
WETLAND E
4 r
NORTHERN DURHAM PARKWAY - PHASE II
STREAM 1 r PERENNIAL r
WETLAND D
WETLAND C
STREAM 2
INTERMITTENT
STREAM 3
INTERMITTENT
4
STREAM 4
INTERMITTENT
. _ GRAPHIC SCALE
i 0 225 450
r
1 inch = 450 ft.
it
STREAM 6 f:
PERENNIAL
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f #j 1
50' NEUSE RIVER ��O°s ;•*
RIPARIAN BUFFER T9v� �•
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POND 1
NOT SUBJECT TO BUFFERS
j 4
xo-t
WETLAND A16
NOTES:
I 1) BUFFER SUBJECTIVITY AND ORIGINS BASED ON NCDWR BUFFER DETERMINATION LETTER (NBRRO
#21-445) DATED 1/13/2022.
2) DELINEATION AND JURISDICTIONAL STATUS VERIFIED BY USACE ON 2/10/2022 (SAW-2021-02316).
40- WithersRavenel
APPROVED WETLAND/BUFFER DELINEATION EXHIBIT lip Engineers, Planners, Surveyors

::WithersRavenel
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NCDWR BUFFER
DETERMINATION LETTER

DocuSign Envelope ID: 8E154E81-ABE8-4DF3-A29F-AF998954CB3A
ROY COOPER
Governor
ELIZABETH S. BISER
Secretary
S. DANIEL SMITH
Director
Eno Development Partners, LLC
751 West Fourth St.
Suite 310
Winston-Salem, NC 27101
NORTH CAROLINA
Environmental Quality
January 13, 2022
Subject: Buffer Determination Letter
NBRRO #21-445
Durham
Determination Type:
Buffer
Intermittent/Perennial
® Neuse (15A NCAC 213 .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: Eno Venture Park
Address/Location: 1507 Hamlin Rd. Durham. NC 27704
Stream(s): UTs to Eno River
Determination Date: January 6, 2022 Staff: J. Chris Smith
�� North Carolina Department of Environmental Quality I Division of Water Resources
DE ERaleigh Regional Office 13800 Barrett Drive I Raleigh, North Carolina 27609
NORTH OAACLINA
D�h tofE,WWn ,t.1Qua1ftV 919.791.4200

DocuSign Envelope ID: 8E154E81-ABE8-4DF3-A29F-AF998954CB3A
Eno Venture Park
Durham
January 13, 2022
Page 2 of 3
Feature
E/I/P(i)
Not �z>
Subject
Subject
Start @
Stop @
Soil
Survey
USGS
Topo
Start 1 Int Al: DWR Flag (36.0540394,-78.8657496 )
I/P transition A2: DWR Flag (36.0539329,-78.864274)
Stop 1 A3: DWR Flag (36.0564968,-78.8615164)
A
UP
X
Start 2 A4: DWR Flag (36.0567614,-78.8612603)
X
X
Stop 2 A5: DWR Flag (36.0578008,-78.8605806)
Start 3 A6: DWR Flag (36.0591349,-78.8599480)
Stop 3: Off Site
B
I
X
Start B1: DWR Flag (36.0536763,-78.8644639)
X
Stop: Feature A
C
E
X
N/A
X
D
NP
X
N/A
X
E
E
X
N/A
X
F
E
X
N/A
X
G
E
X
N/A
X
H
E
X
N/A
X
I
P
X
Present Throughout
X
X
J
I
X
Start J1: DWR Flag (36.058734,-78.864145)
X
Stop J2: DWR Flag (36.0583569,-78.8606230)
K
I
X
Start Kl: DWR Flag (36.0580925,-78.8632253)
X
Stop Feature J
L
E
X
N/A
X
Start 1 M1: DWR Flag (36.05607905,-78.86960354)
M
I
X
Stop 1 M2: DWR Flag (36.0563079,-78.8693795)
X
Start 2 M3: DWR Flag (36.05678003,-78.86912223)
Stop 2:Offsite
Pond 1
N/A
X
Present, Not Subject
X
X
(1) E = Ephemeral, I = Intermittent, P = Perennial, NP = Not Present, N/A=Not Applicable
(2) Refers to State riparian buffer rules only. Stream, wetland, or pond impacts are still subject to applicable water
quality standards and permitting requirements.
Explanation: The stream(s)/pond(s) listed above has been located on the most recent published NRCS Soil Survey
of Durham County, North Carolina and/or the most recent copy of the USGS Topographic map at a 1: 24,000 scale.
Each feature that is checked "Not Subject" has been determined to not be an intermittent stream, perennial stream, a
pond connected to a stream feature, or the feature is determined not to be present. Stream features that are checked
"Subject" have been located on the property and possess characteristics that qualify them to be subject to the buffer
rules. There may be other streams located on the property that are not depicted on the maps referenced above and
are therefore not subject to the buffer rules. However, if the stream features are present on the tract they are subject
to all other applicable North Carolina stream standards and permitting requirements as outlined in 15A NCAC 02B,
and 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 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.
OeparMen! of EnNranmenlal Qualll�
North Carolina Department of Environmental Quality I Division of Water Resources I Raleigh Regional Office
3800 Barrett Drive 11628 Mail Service Center I Raleigh, North Carolina 27699-1628
919.791.4200

DocuSign Envelope ID: 8E154E81-ABE8-4DF3-A29F-AF998954CB3A
Eno Venture Park
Durham
January 13, 2022
Page 3 of 3
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 J. Chris Smith at [phone].
Sincerely,
EDocuSigned by:
glin�w
CDA9D825D4A46D...
Scott Vinson, Regional Supervisor
Water Quality Regional Operations Section
Raleigh Regional Office
Division of Water Resources, NCDEQ
cc: RRO DWR File Copy
Laserfiche
Contact via e-mail at ariccikwithersravenel.com
houstongcommercialreal _ nc.com
OeparMen! of EnNranmenlal Qualll�
North Carolina Department of Environmental Quality I Division of Water Resources I Raleigh Regional Office
3800 Barrett Drive 11628 Mail Service Center I Raleigh, North Carolina 27699-1628
919.791.4200

DocuSign Envelope ID: 8E1 54E81 -ABE8-4DF3-A29F-AF998954CB3A
__CF•H�F �
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HEBRO RQ 1,
21-445
Eno Venture Park
Durham
I
r
Feature I -
-3501 Feature A
Pond 1
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�0457AT£�. Map provided by NCDEQ
Legend:
M ti Division of Water Resources
er
Locations are approximate
-Approximate Site Boundary:C " and are provided for refer-
ence only :.
(See Soils map for approximate start/stop points)
� i1

DocuSign Envelope ID: 8E1 54E81 -ABE8-4DF3-A29F-AF998954CB3A
IrC
W
%JfR
�
d
Feature Feature K
M
21-445
Eno Venture Park
Durham
rB Mf;
$ p IrG -
M fC
fvC r a c
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Feature I
f V
Feature J Feature A
Feature H
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Feature Ir
Feature L I'
Feature E
Feature D
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Legend: (JNy
-Approximate Site Boundary:
-Approximate Start/Stop Point y� `
Map provided by NCDEQ
Division of Water Resources
:: Locations are approximate
and are provided for refer-
ence only ::

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

WILD
HOLDIN*Gs
Neuse 01 Falls Lake Watershed Riparian Buffer Credits Statement of Availability
November 21, 2023
Welcome Venture Park, LLC
Attn: Ted Kakambouras
5858 Westeimer Road
Houston, TX 77057
RE: Availability of Riparian Buffer Credits for the "Northern Durham Parkway Phase 2" project
Permittee: Welcome Venture Park, LLC
Riparian Buffer Credits Needed: 37,764 sq. ft.
Riparian Buffer Credits Available: 24,421 sq. ft.
Neuse River Basin (03020201) — Falls Lake Watershed
BANK NAME
BANK SPONSOR
DWR PROJECT NUMBER
Catfish Pond II Mitigation Bank Parcel
Wildlands Holdings V, LLC
2018-0196v2
Perry Hill II Mitigation Bank Parcel
Wildlands Holdings V, LLC
2019-0157v3
Wolfe Mitigation Bank
Wildlands Holdings V, LLC
2018-0580
Dear Mr. Kakambouras,
Wildlands Holdings V, LLC, owned and operated by Wildlands Engineering, Inc., currently has 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
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 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 x124 or [e-mail] if you have any questions or need any additional information.
Wildlands Holdings V, LLC • Wildlands Engineering, Inc • 1430 South Mint Street, Suite 104, Charlotte, INC 28203

WILD
HOLDIN*Gs
Sincerely,
Camden M. Brunick
Wildlands Engineering, Inc.
Mitigation Credit Sales
[e-mail]
0: [phone] ext. 124
M: [phone]
Cc: Ms. Katie Merritt, Nutrient Offset & Buffer Banking Coordinator I NC Division of Water Resources
Wildlands Holdings V, LLC • Wildlands Engineering, Inc • 1430 South Mint Street, Suite 104, Charlotte, NC 28203

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BUFFER IMPACT
EXHIBITS

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\\�— \ EXISTING PUBLIC L\\ \\ \ j ��llllll`I ` \\ I WETLAND &STREAM
\\ SANITARY SEWER MAIN \ r/ = f/ \�✓ / \ \\\\\ / /� \� \ IMPACT LEGEND
SHEET A PERMANENT IMPACTS
IMPACTS: WETLAND
\\\�\
\ ///� G / \ ✓ \ v /�� / / STREAM
//
\\V A \ V l // / ///� FUNCTIONAL LOSS
/�`I� I I (? V(�I I I V I A STREAM
CTIONALN LOSS
/LP ElOPEN WATERS ZONE 1
GRAPH IC SCALE ZONE
AU 300 0 150 300 600
TEMPORARY IMPACTS
v
\ \ \ \
V �\ VA
STREAM
1 inch = 300 Ft.
No. Revision I Dale I By Illn—m— Scale Ill�� Ith2f`RaV2f121 WR S OTED STREAM, WETLAND, BUFFER, vv s Sh—N..
Drawn By DatEAN WELCOME VENTURE PARK I/ E","ee�s Pia""e�ss"��e°�s BZ
WR023 g YChecked By ]ob OPEN WATER IMPACTS 115 MacKenan Drive I Cary, NC 27511
WR 9.00 t: 919.469.33401 license #: F-1479 I www.withersravenel.com

CULVERT UPSTREAM INVERT
320 320
CULVERT DOWNSTREAM INVERT
320 320
OVERALL BUFFER, OPEN WATER, STREAM AND WETLAND IMPACT SUMMARY
ir
W
00
PERMANENT
PERMANENT
z
PERMANENT ZONE 1
PERMANENT ZONE 2
PERMANENT
TEMPORARY
(FUNCTIONAL LOSS)
(NO FUNCTIONAL LOSS)
PERMANENT
IMPACT SPECIFICATION
U
BUFFER
BUFFER
OPEN WATER
STREAM
STREAM
STREAM
WETLANDS
(LF)
(SF)
(AC)
(LF)
(SF)
(AC)
(SF)
(AC)
(LF)
(SF)
(AC)
(LF)
(SF)
(AC)
(LF)
(SF)
(AC)
(SF)
(AC)
B1
ROAD & GRADING
179
9,297
0.213
202
6,562
0.151
-
-
01
ROAD &GRADING
-
-
-
12,149
0.279
SCALE.
S1
CULVERT INSTALLATION
10
45
0.001
1 " 50' HORIZ.
=
1" = 5' VERT.
S2
ROAD CROSSING
106
754
0.017
S3
RIP -RAP DISSIPATOR
43
262
0.006
W1
GRADING
3,016
0.069
179
9,297
0.213
202
6,562
0.151
12,149
0.279
10
45
0.001
106
754
0.017
43
262
0.006
3,016
0.069
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ROADWAY & GRADING
ilk
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WETLAND & STREAM
�ti, .
IMPACTLEGEND
.arm � , 1 111• 1 • </ �� ��'',o•,'"••�'� Ir`�PERMANENT IMPACTS
MY WETLAND
J­ FUNCTIONAL LOSS
PERMANENT '�REAM
STREAM NO
(FUNCTIONAL OSS) FUNCTIONAL LOSS
VIA ROAD CRO�SINQ.
0.017 AC OPEN WATERS
�= - - w�/ �� . .• • ■
,� N ►�
DURF 11
II OVER ■ZONE 1
�•POND
GRADING
...
31016 (0.069 m 1
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WELCOME' PARK WETLAND,
& OPEN WATERPA