20201653 Ver 1_More Info Received_20210225

Strickland, Bev
From: Beasley, Troy <TBeasley@withersrave nel.com>
Sent: Thursday, February 25, 2021 4:39 PM
To: Goss, Stephanie
Subject: [External] 1001 Olive Branch Road Subdivision - DWR Proj #20201653 v1 - Submittal
of Revised PCN Form and Buffer Impact Maps
Attachments: PCN Form -Revised 2021-02-25.pdf, Buffer Impact Maps_Complete_Revised_
2021-01-26.pdf
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
Report Spam.
Stephanie,
During the site plan approval review, the City of Durham required a modification to the site plan that resulted in the
outfall for SCM 5 (Impact #36 on Sheet Y) being shifted further west from what was originally proposed. This shift of the
outfall results in a change in the buffer impacts for the outfall, both in location and size. The revision resulted in an
overall reduction of 295 sf of buffer impacts for the outfall as documented in the table below:
Revised Impact
Original Impact
Minimization of
Impact #
(1/26/2021 Impact
(1/15/21 Application)
Impacts
Plans)
Zone 1
Zone 2
Zone 1
Zone 2
Zone 1
Zone 2-
1 rn pact 36
678 sf
754 sf
672 sf
495 sf
6 sf
259 sf
Sheet Y
The attached "Buffer Impact Maps_Complete_Revised_2021-02-26" and "PCN Form_Revised_2021-02-25" reflect the
changes to the outfall location and associated buffer impacts at Impact 36 (Sheet Y). The revisions to the buffer impacts
at Impact 36 do not affect the mitigation requirement for the project, as the outfall is "Allowable Upon Authorization".
We are providing the revised PCN Form and Buffer Impact Maps to be included in your files and so the Buffer
Authorization will reflect the correct buffer impacts.
Please let me know if you have any questions. Please feel free to call me if you have any questions.
Troy Beasley
WthersRavenet
P Our . Y
219 Station Road, Suite 101 1 Wilmington, NC 28405
Office:910.256.9277 1 Direct:910.509.6512
Mobile: [phone]
tbeasley(a withersravenel.com
® 0 © M U
CONFIDENTIALITY AND NONDISCLOSURE

Page 1 of 16
PCN Form – Version 1.3 December 10, 2008 Version
Office Use Only:
Corps action ID no. _____________
DWQ project no. _______________
Form Version 1.3 Dec 10 2008
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? 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

1h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? Yes No
2. Project Information
2a. Name of project: 1001 Olive Branch Road Subdivision
2b. County: Durham
2c. Nearest municipality / town: Durham
2d. Subdivision name:
2e. NCDOT only, T.I.P. or state
project no:
3. Owner Information
3a. Name(s) on Recorded Deed: Clayton Properties Group, Inc
3b. Deed Book and Page No. Book: 008963; Page: 000990
3c. Responsible Party (for LLC if
applicable): Chris Simmering
3d. Street address: 2521 Schieffelin Road; Suite 116
3e. City, state, zip: Apex, NC 27502, USA
3f. Telephone no.: 919-390-5299
3g. Fax no.:
3h. Email address: [e-mail]

Page 2 of 16
PCN Form – Version 1.3 December 10, 2008 Version
4. Applicant Information (if different from owner)
4a. Applicant is: Agent Other, specify:
4b. Name:
4c. Business name
(if applicable):
4d. Street address:
4e. City, state, zip:
4f. Telephone no.:
4g. Fax no.:
4h. Email address:
5. Agent/Consultant Information (if applicable)
5a. Name: Troy Beasley
5b. Business name
(if applicable): WithersRavenel
5c. Street address: 219 Station Road, Suite 101
5d. City, state, zip: Wilmington, NC 28405
5e. Telephone no.: 910-256-9277
5f. Fax no.:
5g. Email address: [e-mail]

Page 3 of 16
PCN Form – Version 1.3 December 10, 2008 Version

B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID): 0860-02-52-5166 (1001 Olive Branch Road)
1b. Site coordinates (in decimal degrees): Latitude: 35.957615 Longitude: - 78.778009
(DD.DDDDDD) (-DD.DDDDDD)
1c. Property size: 216.38 acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to
proposed project:
Martin Creek (Stream Index: 27-11-1) &
Lick Creek (Stream Index: 24-11-(0.5)
2b. Water Quality Classification of nearest receiving water: WS-IV;NSW
2c. River basin: Neuse – HUC 030202010502
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 are primarily undeveloped woodlands, with one existing residence located at 1001 Olive Branch
Road. The general land use in the vicinity of the project consists of undeveloped woodlands and residential land use.
3b. List the total estimated acreage of all existing wetlands on the property:
12.28 acres
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
15,933 lf
3d. Explain the purpose of the proposed project:
The purpose of the proposed project is to construct a mixed density residential subdivision to meet the existing and
growing demand for residential housing in Durham County.
3e. Describe the overall project in detail, including the type of equipment to be used:
The project consists of the construction of the following:
• 242 single family home lots
• 374 townhome lots
• Construction of infrastructure (roads, greenways, utilities, stormwater management, etc.)
The proposed design for the internal roads will result in four stream crossings for roads. “Street F” will cross Stream 7
perpendicularly with a 36” RCP culvert. “Street P” will cross Stream 5 perpendicularly with a 54” RCP culvert. Riprap
dissipators will be constructed below the culverts to dissipate flow velocity to prevent erosion and sedimentation of the
streams.
“Street G” has been designed to cross Stream 11 with a bottomless arch culvert to avoid stream impacts. “Street I” has been
designed to cross Stream 9 with a bottomless arch culvert to avoid stream impacts. Bottomless arch culverts were
utilized for stream crossing where the stream channels were straight enough that the entire stream could be spanned with
an arch culvert with less than a 20-ft span, which is the maximum span for arch culverts allowed by NCDOT. The
sinuosity of Stream 5 (Street P) and Stream 7 (Street F) at the crossing locations would require a span of more than 20-ft,
and therefore these crossings require traditional culverts. The bottomless culverts are designed to include riprap
stabilization along the internal edges of the streams to prevent erosion to preserve the channel pattern and profile.
The proposed design will result in one wetland road crossing (Street N) which will cross Wetland A perpendicularly at the
narrowest point.
The internal gravity sewer and water force main will be installed using conventional open trenching methodology. The internal
sewer will connect to a sewer outfall along the northern boundary of the project being constructed by the City of Durham
as part of the Southeast Regional Lift Station project, which was permitted by City of Durham in 2019 (NCDWR Project
#19-0208; USACE AID: Unknown).
Upon completion of construction, the subdivision roads and onsite gravity sewer system will be dedicated to the City of
Durham for ownership and maintenance as part of their public road and sewer network.
Traditional construction equipment and techniques will be used to construct the proposed project.

Page 4 of 16
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 /
project (including all prior phases) in the past?
Comments:
Yes No Unknown
4b. If the Corps made the jurisdictional determination, what type
of determination was made? Preliminary Final
4c. If yes, who delineated the jurisdictional areas?
Name (if known): Alyssa Ricci
Agency/Consultant Company: WithersRavenel
Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
Ross Sullivan with the USACE field verified the delineation on 11/14/2018 in response to the PJD request submitted on
9/24/2018. In an email dated 12/4/2018, Mr. Sullivan confirms that the delineation was field verified. As of the date of the
application, the PJD has not been issued. Please note that we are requesting issuance of the PJD in conjunction with
issuance of the NWP 29. A copy of the email from Ross Sullivan has been attached to this application.

NCDWR issued a Neuse River Riparian Buffer Determination letter (NBRRO #18-291) for the project site on 9/13/2018,
which has been attached to this application.
5. Project History
5a. Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past? Yes No Unknown
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.
The proposed project will be constructed in phases. However, all impacts necessary to construct the entire single and
complete project have been included in this application.

Page 5 of 16
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

Page 6 of 16
PCN Form – Version 1.3 December 10, 2008 Version
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a.
Wetland impact
number –
Permanent (P)
or Temporary
(T)
2b.

Type of impact
2c.

Type of
wetland
(if known)
2d.

Forested

2e.
Type of jurisdiction
(Corps - 404, 10
DWQ – non-404, other)
2f.

Area of impact
(acres)
Temporary Wetland Impacts
Impact 1
Wetland D
P T
Sewer Crossing
Bottomland
Hardwood
Forest
Yes
No
Corps
DWQ 0.072
Impact 3
Wetland B
P T
Sewer Crossing Headwater
Forest
Yes
No
Corps
DWQ 0.010
Impact 13a
Wetland A
P T
Road Crossing/Temp
Construction Access
Headwater
Forest
Yes
No
Corps
DWQ 0.013
Impact 28
Wetland E
P T
Utility Crossing
(Water Main)
Bottomland
Hardwood
Forest
Yes
No
Corps
DWQ 0.012
Total Temporary Wetland Impacts 0.107
Permanent Wetland Impacts
Impact 13
Wetland A
P T
Road Crossing Headwater
Forest
Yes
No
Corps
DWQ 0.189
Total Permanent Wetland Impacts 0.189
2g. Total wetland impacts 0.296
2h. Comments: See PCN Cover Letter for more information on impacts.
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.
Stream impact
number -
Permanent (P)
or Temporary
(T)
3b.
Type of impact
3c.
Stream
name
3d.
Perennial (PER) or
intermittent (INT)?
3e.
Type of jurisdiction
(Corps - 404, 10
DWQ – non-404,
other)
3f.
Average
stream
width
(feet)
3g.
Impact
length
(linear
feet)
Temporary Stream Impacts
Impact 2
P T Sewer Crossing Stream 10 PER
INT
Corps
DWQ 5 8
Impact 4
P T Sewer Crossing Stream 12 PER
INT
Corps
DWQ 4 30
Impact 5
P T Road Crossing Stream 7 PER
INT
Corps
DWQ 5 5
Impact 8
P T Road Crossing Stream 7 PER
INT
Corps
DWQ 5 7
Impact 9
P T Road Crossing Stream 5 PER
INT
Corps
DWQ 6 9
Impact 12
P T Road Crossing Stream 5 PER
INT
Corps
DWQ 6 6
Impact 14
P T Sewer Crossing Stream 4 PER
INT
Corps
DWQ 3 30

Page 7 of 16
PCN Form – Version 1.3 December 10, 2008 Version

Impact 15
P T Sewer Crossing Stream 5 PER
INT
Corps
DWQ 4 6
Impact 16
P T Sewer Crossing Stream 3 PER
INT
Corps
DWQ 4 39
Impact 27
P T Sewer Crossing Stream 1 PER
INT
Corps
DWQ 14 23
Impact 29
P T
Utility Crossing
(Water Main) Stream 15 PER
INT
Corps
DWQ 14 24
Total Temporary Stream Impacts 187
Permanent Direct Stream Impacts (Functional Loss)
Impact 6
P T
Road Crossing –
Culvert Stream 7 PER
INT
Corps
DWQ 5 113
Impact 10
P T
Road Crossing –
Culvert Stream 5 PER
INT
Corps
DWQ 6 133
Total Permanent Stream Impacts (Functional Loss)246
Permanent Direct Stream Impacts (No Functional Loss)
Impact 7
P T
Riprap Dissipator (No
Functional Loss) Stream 7 PER
INT
Corps
DWQ 5 13
Impact 11
P T
Riprap Dissipator (No
Functional Loss) Stream 5 PER
INT
Corps
DWQ 6 26
Total Temporary Stream Impacts 39
Indirect/Secondary Stream Impacts
Impact 32
P T
Bottomless Culvert -
Shading Stream 11 PER
INT
Corps
DWQ 4 92
Impact 33
P T
Bottomless Culvert -
Shading Stream 9 PER
INT
Corps
DWQ 3 73
Total Indirect/Secondary Stream Impacts 165
3h. Total stream and tributary impacts 637
3i. Comments: See PCN Cover Letter for more information on impacts.
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.
Open water
impact number
– Permanent
(P) or
Temporary (T)
4b.
Name of waterbody
(if applicable)
4c.

Type of impact
4d.

Waterbody type
4e.

Area of impact (acres)
O1 P T
O2 P T
O3 P T
O4 P T
4f. Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If pond or lake construction proposed, then complete the chart below.

Page 8 of 16
PCN Form – Version 1.3 December 10, 2008 Version
5a.

Pond ID
number
5b.

Proposed use or purpose of
pond

5c.
Wetland Impacts (acres)
5d.
Stream Impacts (feet)
5e.
Upland
(acres)
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:

Page 9 of 16
PCN Form – Version 1.3 December 10, 2008 Version
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.
Project is in which protected basin?
Neuse Tar-Pamlico Other:
Catawba Randleman
6b.
Buffer impact
number –
Permanent (P)
or Temporary
(T)
6c.

Reason for impact
6d.

Stream
name
6e.

Buffer mitigation
required?
6f.

Zone 1 impact
(square feet)
6g.

Zone 2 impact
(square feet)
Impact 17
P T
Sewer Crossing – Non-
Perp - Allowable with
Authorization
Stream 10 Yes
No 0 2,560
Impact 18
P T
Sewer Crossing – Perp
Deemed Allowable Stream 10 Yes
No 1,616 1,311
Impact 19
P T
SCM Outfall –
Allowable Upon
Authorization
Stream 10 Yes
No 755 774
Impact 20
P T
Sewer Crossing – Non-
Perp – Allowable with
Mitigation Upon
Authorization
Stream 10 Yes
No 4,277 0
Impact 20
P T
Sewer Crossing – Non-
Perp – Deemed
Allowable
Stream 12 Yes
No 0 3,450
Impact 21
P T
Sewer Crossing – Perp
Deemed Allowable Stream 12 Yes
No 1,915 1,222
Impact 22
P T
Road Crossing – Perp
(<1/3 acre)
Allowable with
Mitigation Upon
Authorization
Stream 11 Yes
No 8,838 5,598
Impact 23
P T
SCM Outfall
Allowable Upon
Authorization
Stream 11 Yes
No 268 466
Impact 24
P T
Road Crossing – Perp
(<1/3 acre)
Allowable Upon
Authorization
Stream 9 Yes
No 6,286 6,300
Impact 25
P T
Road Crossing – Perp
(>1/3 acre)
Allowable with
Mitigation Upon
Authorization
Stream 5 Yes
No 11,460 7,358
Impact 26
P T
Sewer Crossing – Perp
Deemed Allowable Stream 5 Yes
No 2,340 1,494
Impact 30
P T
Utility Line – Non-Sewer
(Water Main) – Perp
Deemed Allowable
Stream 1 Yes
No 1,017 0
Impact 31
P T
Utility Line – Non-Sewer
(Water Main) – Perp
Deemed Allowable
Stream 15 Yes
No 1,013 4
Impact 35
P T
SCM Outfall
Allowable Upon Stream 5 Yes
No 523 425

Page 10 of 16
PCN Form – Version 1.3 December 10, 2008 Version

Authorization
Impact 36
P T
SCM Outfall
Allowable Upon
Authorization
Stream 10 Yes
No 672 495
Impact 37
P T
SCM Outfall
Allowable Upon
Authorization
Stream 10 Yes
No 0 178
Impact 38
P T
Greenway
Deemed Allowable Stream 10 Yes
No 0 1,885
Impact 39
P T
SCM Outfall
Allowable Upon
Authorization
Stream 5 Yes
No 897 739
Impact 40
P T
Walking Trail
Deemed Allowable Stream 10 Yes
No 0 527
6h. Total buffer impacts 41,877 34,786
6i. Comments: See PCN Cover Letter for more information on impacts.
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 minimized.
Proposed permanent wetland and stream impacts for construction of the subdivision and infrastructure have been minimized
to only those necessary for construction of road crossings to access developable uplands within the site. There are no impacts
proposed for construction of lots or stormwater SCMs. All road crossings have been designed to cross wetlands at the
narrowest points and cross streams perpendicularly to minimize impacts to wetlands, streams, and riparian buffers.
Bottomless arch culverts have been designed for two of the three stream crossings to avoid direct stream impacts at these
locations. Indirect (secondary) impacts from shading have been assessed and will be mitigated. Additionally, headwalls have
been designed at all five road crossings to stabilize road fill and further minimize stream, wetland, and riparian buffer impacts.
Riprap dissipators 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 this section of stream channel.
Upon completion of construction, all temporarily impacted stream channels will be restored to pre-construction conditions and
grades, and temporarily stabilized with biodegradable matting and 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.
Impacts to riparian buffers have been minimized to the greatest extent possible. The proposed riparian buffer impacts will
occur from construction of road crossings, utilities (sewer/water) and a walking trail. 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.
There are two buffer impacts which are “allowable with mitigation upon authorization”. The sewer line from manhole (MH) 185
to MH 200 will result in non-perpendicular (parallel) impacts to the riparian buffers of Stream 12. The 4,277 sf of non-
perpendicular buffer impacts within Zone 1 (Impact 20) are “allowable with mitigation upon authorization”. Additionally, the
“Street P” crossing of the riparian buffers associated with Stream 5 exceeds 1/3 acre and therefore is “allowable with
mitigation upon authorization”. Therefore, riparian buffer mitigation will be provided for these two impacts.
1b. 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.

Page 11 of 16
PCN Form – Version 1.3 December 10, 2008 Version
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation
for impacts to Waters of the U.S. or Waters of the
State?
Yes No

2b. If yes, mitigation is required by (check all that apply): DWQ Corps
2c. If yes, which mitigation option 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:
Wetland Mitigation - Wildland Holdings – Falling Creek Stream & Wetland Mitigation Banking Instrument – McLenny Acres II
Mitigation Site
Buffer Mitigation – Wildland Holdings – Catfish Pond II Mitigation Banking Instrument – Catfish Pond II Bank Parcel
3b. Credits Purchased (attach receipt and letter)
Type:
Riparian Wetland &
Riparian Buffer
Quantity:
Wetland – 0.40 acres
Buffer – 58,248.00 sf
3c. Comments: The Statements of Availability from Wildlands Holdings have been provide as an attachment to this
application.
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: 657 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: The NCDMS Letter of Acceptance for stream mitigation has been provided as an attachment to this
application.
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 12 of 16
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
Impact 20 – Non-Perp
Sewer Crossing in Zone 1 –
4,277 sf
Impact 25 – Perp Road
Crossing >1/3 ac – 11,460
sf
15,737 sf 3 (2 for Catawba) 47,211 sf
Zone 2 Impact 25 – Perp Road
Crossing >1/3 ac – 7,358 sf 7,358 sf 1.5 11,037 sf
6f. Total buffer mitigation required:58,248 sf
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).
Buffer mitigation will be provided through the purchase of buffer mitigation credits from Wildland Holdings – Catfish Pond
II Mitigation Banking Instrument – Catfish Pond II Bank Parcel. A copy of the Wildlands Holdings Statement of Availability
has been provided as an attachment to this application.
6h. Comments:

Page 13 of 16
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
within one of the NC Riparian Buffer Protection Rules? Yes No
1b. If yes, then is a diffuse flow plan included? If no, explain why.
Comments: The proposed stormwater management plan consists of ten constructed
stormwater wetlands and one wet detention pond. All proposed SCMs provide
required nitrogen removal and therefore diffuse flow is not required.
Yes No
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project? 24%
2b. Does this project require a Stormwater Management Plan? Yes No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why:
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
The proposed stormwater management plan consists of ten constructed stormwater wetlands and one wet detention
pond. The stormwater management plan will be reviewed and approved by the City of Durham as the certified local
government.
2e. Who will be responsible for the review of the Stormwater Management Plan?
Certified Local Government
DWQ Stormwater Program
DWQ 401 Unit
3. Certified Local Government Stormwater Review
3a. In which local government’s jurisdiction is this project? City of Durham
3b. Which of the following locally-implemented stormwater management programs
apply (check all that apply):
Phase II
NSW
USMP
Water Supply Watershed
Other:
3c. Has the approved Stormwater Management Plan with proof of approval been
attached?
Yes No
4. DWQ Stormwater Program Review
4a. Which of the following state-implemented stormwater management programs apply
(check all that apply):
Coastal counties
HQW
ORW
Session Law 2006-246
Other:
4b. Has the approved Stormwater Management Plan with proof of approval been
attached? Yes No
5. DWQ 401 Unit Stormwater Review
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

Page 14 of 16
PCN Form – Version 1.3 December 10, 2008 Version
F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1a. Does the project involve an expenditure of public (federal/state/local) funds or the
use of public (federal/state) land? Yes No
1b. 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
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
Yes No
1c. 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
letter.)
Comments:
Yes No
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,
or Riparian Buffer Rules (15A NCAC 2B .0200)?
Yes No
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
additional development, which could impact nearby downstream water quality? Yes No
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 project is a single and complete project with no additional property under contract for purchase and no
future phases anticipated and is not anticipated to be a catalyst for future development. In the event that additional
development by others occurs adjacent to the proposed project, those developments will be required to meet local, state
and federal regulations which will prevent impacts to nearby downstream water quality.
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.
City of Durham sanitary sewer

Page 15 of 16
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
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
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 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 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 dated
1/14/2021.
Site reviews did not identify any potential habitat for bald eagle, Michaux’s sumac or smooth coneflower.
The proposed project is not within the USFWS known range for Atlantic pigtoe and dwarf wedgemussel.
The project site is within the known range of the Carolina madtom and Neuse River waterdog. All but two of the onsite
streams are small intermittent streams which are not potential habitat for these species. Additionally, the onsite perennial
streams (Streams 1 and 15) are not small rivers and are less than 15 meters wide) and therefore are not potential habitat
for Carolina madtom and Neuse River waterdog. Therefore, WR concludes that the proposed project will not adversely
affect federally listed species or their designated 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?
WR reviewed the NOAA Essential Fish Habitat online mapper, located at:
http://www.habitat.noaa.gov/protection/efh/efhmapper/index.html. There are no waters classified as EFH in Durham
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 (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
Yes No
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 the proposed project. There are numerous historic houses
within 0.5 miles listed on the SHPO database. However, they are all listed as having a status of “ineligible” or “none”.
The proposed project will have no impact on these structures due to the distance from the project.

Page 16 of 16
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

Troy Beasley – WithersRavenel
Authorized Agent

Applicant/Agent's Printed Name

_______________________________
Applicant/Agent's Signature
(Agent's signature is valid only if an authorization letter from the applicant
is provided.)

2/25/2021

Date

WWSHEET U
SHEET V
SHEET T
SHEET S
SHEET P
SHEET O
SHEET Q
SHEET Z
SHEET R
SHEET Y
SHEET X
SHEET W
SHEET AB
SHEET AA
OLIVE B
R
A
N
C
H
R
O
A
D
EX. (60'
P
U
B
LI
C
R/
W
)
SEWER OUTFALL TO BE CONSTRUCTED BY
THE CITY OF DURHAM AS PART OF PROJECT
PERMITTED UNDER SAW-2019-00337
SHEET AC
C
C
C
C
T
BRICKSIGNPOOL
PLAYGRO
U
ND
GREAT LAW
N
CLUB HOUSE1010109AMENITY SITE3.76 ACPOCKETPARK1.23 ACOPENSPACE3.50 ACSCM 1POCKETPARK0.55 ACDOG PARK1.72 ACSCM 2SCM

6
SCM

5
SCM 3
SCM 8
SCM 4(WET POND)
SCM 7 OPENSPACE0.32 ACOPENSPACE0.46 ACSCM 9
SCM
1
0
SCM 11
STREAM 9INTERMITTENT
STREAM 9INTERMITTE
N
T
STREAM 9INTERMITT
E
N
T
STREAM 12INTERMITTENT
STREAM 10
INTERMITTE
N
T
STREAM 11INTERMITTE
N
T
STREAM 6INTERMITTENT
STREAM 5INTERMITTENT
STREAM 5INTERMITTE
N
T
STREAM 5INTERMITTENT
STREAM 7INTERMITTENT
STREAM 1
1
INTERMITTENT
STREAM 10INTERMITTENT
IMPACT #17
PERMANE
N
T

B
U
F
F
E
R

I
M
P
A
C
T
UTILITY EASEME
N
T
ZONE 1 - N/A

S
F
ZONE 2 - 2,560

S
F
IMPACT #2
2
PERMANE
N
T

B
U
F
F
E
R

I
M
P
A
C
T
ROAD CRO
S
S
I
N
G
ZONE 1 - 8
,
8
3
8

S
F
ZONE 2 - 5
,
5
9
8

S
F
IMPACT #2
4
PERMANE
N
T

B
U
F
F
E
R

I
M
P
A
C
T
ROAD CRO
S
S
I
N
G
ZONE 1 - 6
,
2
8
6

S
F
ZONE 2 - 6
,
3
0
0

S
F
IMPACT #2
5
PERMANENT

B
U
F
F
E
R

I
M
P
A
C
T
ROAD CROSSINGZONE 1 - 11,460
S
F
ZONE 2 - 7,358 S
F
IMPACT #19PERMANENT B
U
F
F
E
R

I
M
P
A
C
T
SCM 4 OUTLET

R
I
P
-
R
A
P
CHANNELZONE 1 - 755 S
F
ZONE 2 - 774 S
F
IMPACT #18
PERMANENT B
U
F
F
E
R

I
M
P
A
C
T
SEWER CR
O
S
S
I
N
GZONE 1 -1,616 SF
ZONE 2 - 1
,
3
1
1

S
F
IMPACT #21PERMANENT BUFFER IMPACTSEWER CROSSINGZONE 1 - 1,915 SFZONE 2 - 1,222 SF
IMPACT #23PERMANENT

B
U
F
F
E
R

I
M
P
A
C
T
SCM 6 OUTL
E
T

R
I
P
-
R
A
P
CHANNELZONE 1 - 268

S
F
ZONE 2 - 466

S
F
IMPACT #2
0
PERMANENT

B
U
F
F
E
R

I
M
P
A
C
T
SEWER CROSSI
N
G
ZONE 1 - 4,277 S
F
ZONE 2 - 3,450 S
F
IMPACT #2
6
PERMANENT

B
U
F
F
E
R

I
M
P
A
C
T
SEWER CR
O
S
S
I
N
GZONE 1 - 2,340 S
F
ZONE 2 - 1,494 S
F
STREAM 15PERENNIAL
STREAM 1PERENNIAL
STREAM 5
INTERMITT
E
N
T
IMPACT #3
5
PERMANE
N
T

B
U
F
F
E
R

I
M
P
A
C
T
SCM 8 OUT
L
E
T

R
I
P
-
R
A
P
CHANNELZONE 1 - 5
2
3

S
F
ZONE 2 - 4
2
5

S
F
STREAM 1
0
INTERMITTENT
STREAM / BUFFE
R
RESTARTSTREAM 10INTERMITTENT
STREAM 1
2
INTERMITT
E
N
T
STREAM /BUFFER S
T
O
P
IMPACT #20PERMANENT BUFFER IMPACTSEWER CROSSINGZONE 1 - 4,277 SFZONE 2 - 3,471 SF
IMPACT #38PERMANENT BUFFER IMPACTWALKING TRAILZONE 1 - N/AZONE 2 - 1,885 SF STREAM 13INTERMITTENT
STREAM 5PERENNIAL
STREAM 11INTERMITTE
N
T
SCM 5
SCM 4
(WET P
O
N
D
)SCM 3STREAM 1
0
INTERMITTE
N
T
SCM 4
(WET POND)
SCM 4(WET POND)
STREAM 5INTERMITT
E
N
T
STREAM 8INTERMITTENT
STREAM 10INTERMITTE
N
T
STREAM 1
0
INTERMITTE
N
T
IMPACT #40
PERMANENT B
U
F
F
E
R

I
M
P
A
C
T
ZONE 1 - 0 SFZONE 2 - 527 SF
IMPACT #39PERMANENT B
U
F
F
E
R

I
M
P
A
C
T
SCM 7 OUTLET

R
I
P
-
R
I
P
CHANNELZONE 1 - 897 S
F
ZONE 2 - 739 S
F
IMPACT #36
PERMANE
N
T

B
U
F
F
E
R

I
M
P
A
C
T
SCM 5 OUTL
E
T

R
I
P
-
R
I
P
CHANNEL
ZONE 1 - 672

S
F
ZONE 2 - 495

S
F
VICINITY MAP
1"=4000'
N
W E
S
VICINITY MAP
1"=4000'
SITEOLIVE
BRANCH
ROADDOC NICHOLS ROADLEE
S
V
I
L
L
E

R
O
A
D KEMP ROADVIGIL ROADNo.
Checked By
Revision Designer
Drawn By
Date By Scale
Date
Job No.
Sheet No.WithersRavenel
Engineers [ Planners [ STrveyors
115 MacKenan Drive | Cary, NC 27511
t: 919.469.3340 | license #: C-0832 | www.withersravenel.com02180318
01/26/2021
AS NOTED
DURHAM DURHAM COUNTY NORTH CAROLINA WR
JA
WR
1001 OLIVE BRANCH ROAD OVERALL BUFFER IMPACTS MAP N
GRAPHIC SCALE
500 0 250 500 1000
1 inch = 500 ft.
STRE
E
T

"
D
"
(50' P
U
B
L
I
C

R
/
W
)330328332334336310320312314316318322324
WETLAND B
STREAM 9
INTERMITTENT
33032632850' NEUSE RIPARIAN
ZONE 2 BUFFER
30' NEUSE RIPARIAN
ZONE 1 BUFFER
RETAINING
WALL
TOP OF
BANK
LIMITS OF
DISTURBANCE50' NEUSE RIPARIAN
ZONE 2 BUFFER
30' NEUSE RIPARIAN
ZONE 1 BUFFER
6' GRAVEL
PEDESTRIAN TRAIL
25' COD WETLAND
SS
SS
SS SSSSSSSSSSSSSSSSSSSSSSSSSSMH 52
MH 70
8" PV
C8" DIP8"
PVC
25' COD WETLAND
BUFFER
25' COD WETLAND
BUFFER 8" PVC
8"
PVC
MH 183
8" PVCMH 70
8" DIPMH 52
8" PV
C
MH 184
8" PVC
25' COD WETLAND
BUFFER
LIMITS OF
DISTURBANCE
IMPACT #17
PERMANENT BUFFER IMPACT
UTILITY EASEMENT
ZONE 1 - N/A SF
ZONE 2 - 2,560 SF
STREAM 10
INTERMITTENT
STREAM 10
INTERMITTENT
STREAM 10
INTERMITTENT
No.
Checked By
Revision Designer
Drawn By
Date By Scale
Date
Job No.
Sheet No.WithersRavenel
$ngineers [ /lanners [ STrveyors
115 MacKenan Drive | Cary, NC 27511
t: 919.469.3340 | license #: C-0832 | www.withersravenel.com2180318
01/26/2021
AS NOTED
DURHAM DURHAM COUNTY NORTH CAROLINA WR
WR
WR
1001 OLIVE BRANCH ROAD BUFFER IMPACT MAP O
GRAPHIC SCALE
1 inch = 30 ft.
30 0 15 30 60
IMPACT LEGEND
PERMANENT
ZONE 1
NEUSE RIVER 30' BUFFER
PERMANENT
ZONE 2
NEUSE RIVER 50' BUFFER
320322324
330
332
PROPOSED 30' SEWER
EASEMENT
3203
3
0
3
1
8
322
324
3
2
6
3
2
8
3
3
2340330310
320
310320
33050' NEUSE RIPARIAN
ZONE 2 BUFFER
30' NEUSE RIPARIAN
ZONE 1 BUFFER
RETAINING
WALL
TOP OF
BANK
LIMITS OF
DISTURBANCE
6' GRAVEL
PEDESTRIAN TRAIL
50' NEUSE RIPARIAN
ZONE 2 BUFFER
30' NEUSE RIPARIAN
ZONE 1 BUFFER
50' NEUSE RIPARIAN
ZONE 2 BUFFER
30' NEUSE RIPARIAN
ZONE 1 BUFFER
STREAM 10
INTERMITTENT
25' COD WETLAND
BUFFER
25' COD WETLAND
BUFFER
LIMITS OF
DISTURBANCE
SS
SS
SS
SSSSSSSSSSSS
SSSSSSSSSSSS
SS
SS 3103203303263363403148" PVC
MH 185
8" DIP8" PVC
MH 218
MH 50
8" PVC
8"
D
I
P
MH 68
MH 186
IMPACT #19
PERMANENT BUFFER IMPACT
SCM 4 OUTLET RIP-RAP
CHANNEL
ZONE 1 - 755 SF
ZONE 2 - 774 SF
IMPACT #18
PERMANENT BUFFER IMPACT
SEWER CROSSING
ZONE 1 -1,616 SF
ZONE 2 - 1,311 SF
IMPACT #20
PERMANENT BUFFER IMPACT
SEWER CROSSING
ZONE 1 - 4,277 SF
ZONE 2 - 3,450 SF
STREAM / BUFFER
RESTART
STREAM 10
INTERMITTENT
STREAM 12
INTERMITTENT
STREAM /
BUFFER STOP
PERMANENT BUFFER IMPACTPERMANENT BUFFER IMPACTSCM 4
(WET POND)
No.
Checked By
Revision Designer
Drawn By
Date By Scale
Date
Job No.
Sheet No.WithersRavenel
$ngineers [ /lanners [ STrveyors
115 MacKenan Drive | Cary, NC 27511
t: 919.469.3340 | license #: C-0832 | www.withersravenel.com2180318
01/26/2021
AS NOTED
DURHAM DURHAM COUNTY NORTH CAROLINA WR
WR
WR
1001 OLIVE BRANCH ROAD BUFFER IMPACT MAP P
GRAPHIC SCALE
1 inch = 30 ft.
30 0 15 30 60
IMPACT LEGEND
PERMANENT
ZONE 1
NEUSE RIVER 30' BUFFER
PERMANENT
ZONE 2
NEUSE RIVER 50' BUFFER
PROPOSED 30'
SEWER EASEMENT
IMPACT #38
PERMANENT BUFFER IMPACT
WALKING TRAIL
ZONE 1 - N/A
ZONE 2 - 1,885 SF
SEE SHEET Q FOR CONTINUATION
LIMITS OF
DISTURBANCE
RETAINING WALL
STREAM 12
INTERMITTENT
PROPOSED 30'
SEWER EASEMENT
320
330318
322
324
326
32833233433634
0
350
33
8
34
2
344
346
3
4
8
352
344
TOP OF
BANK
50' NEUSE RIPARIAN
ZONE 2 BUFFER
30' NEUSE RIPARIAN
ZONE 1 BUFFER
PROPOSED 30'
SEWER EASEMENT
RETAINING
WALL
50' NEUSE RIPARIAN
ZONE 2 BUFFER
30' NEUSE RIPARIAN
ZONE 1 BUFFER
RETAINING
WALL
SSSSSSSS
SS
SS SS SS SS SS SS
360356354350360
356
352
340
340
338
338
350
346
342
340
336
IMPACT #21
PERMANENT BUFFER IMPACT
SEWER CROSSING
ZONE 1 - 1,915 SF
ZONE 2 - 1,222 SFZONE 2 - 3,450 SF8" DIPMH 199
8
"

P
VC
8" PVC
MH 200
330
332
334
330
332
334
338
346
344
342
340
334
340
338
342
3446' GRAVEL
PEDESTRIAN TRAIL
SCM
EASEMENT
LIMITS OF
DISTURBANCE
IMPACT #20
PERMANENT BUFFER IMPACT
SEWER CROSSING
ZONE 1 - 4,277 SF
ZONE 2 - 3,471 SF
IMPACT #38
PERMANENT BUFFER IMPACT
WALKING TRAIL
ZONE 1 - N/A
ZONE 2 - 1,885 SF
STREAM 13
INTERMITTENT
SCM 4
(WET POND)
No.
Checked By
Revision Designer
Drawn By
Date By Scale
Date
Job No.
Sheet No.WithersRavenel
$ngineers [ /lanners [ STrveyors
115 MacKenan Drive | Cary, NC 27511
t: 919.469.3340 | license #: C-0832 | www.withersravenel.com2180318
01/26/2021
AS NOTED
DURHAM DURHAM COUNTY NORTH CAROLINA WR
WR
WR
1001 OLIVE BRANCH ROAD BUFFER IMPACT MAP Q
GRAPHIC SCALE
1 inch = 30 ft.
30 0 15 30 60
IMPACT LEGEND
PERMANENT
ZONE 1
NEUSE RIVER 30' BUFFER
PERMANENT
ZONE 2
NEUSE RIVER 50' BUFFER
SEE SHEET P FOR CONTINUATION
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
WWSTREET "
G
"
(50' PUBLI
C

R
/
W
)
STREAM 11
INTERMITTENT
PROPOSED
STORM
EASEMENT
PROPOSED STORM
EASEMENT
344
3
4
6
348350
360360362364366
368
50' NEUSE RIPARIAN
ZONE 2 BUFFER
30' NEUSE RIPARIAN
ZONE 1 BUFFER TOP OF
BANK
LIMITS OF
DISTURBANCE
STREAM 11
INTERMITTENT
6' GRAVEL
PEDESTRIAN TRAIL
LIMITS OF
DISTURBANCE
LIMITS OF
DISTURBANCERETAINING
WALL
50' NEUSE RIPARIAN
ZONE 2 BUFFER
30' NEUSE RIPARIAN
ZONE 1 BUFFER
RETAINING
WALL
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SCM ACCESS AND
MAINTENANCE
EASEMENT
TOP OF
BANK
344
346
350
354
352
356
352
354
340346338354350340346354350330328332330334340344342IMPACT #22
PERMANENT BUFFER IMPACT
ROAD CROSSING
ZONE 1 - 8,838 SF
ZONE 2 - 5,598 SFIMPACT #23
PERMANENT BUFFER IMPACT
SCM 6 OUTLET RIP-RAP
CHANNEL
ZONE 1 - 268 SF
ZONE 2 - 466 SF
MH 106
8" PVC
MH 107
8" PVC
8" PVC
No.
Checked By
Revision Designer
Drawn By
Date By Scale
Date
Job No.
Sheet No.WithersRavenel
$ngineers [ /lanners [ STrveyors
115 MacKenan Drive | Cary, NC 27511
t: 919.469.3340 | license #: C-0832 | www.withersravenel.com2180318
01/26/2021
AS NOTED
DURHAM DURHAM COUNTY NORTH CAROLINA WR
WR
WR
1001 OLIVE BRANCH ROAD BUFFER IMPACT MAP R
GRAPHIC SCALE
1 inch = 30 ft.
30 0 15 30 60
IMPACT LEGEND
PERMANENT
ZONE 1
NEUSE RIVER 30' BUFFER
PERMANENT
ZONE 2
NEUSE RIVER 50' BUFFER
W WWWWWWWWWWWWWWSTREET "I"(50' PUBLIC R/W)STREAM 9
INTERMITTENT
STREAM 9
INTERMITTENT
PROPOSED 30'
SEWER EASEMENT
PROPOSED
STORM
EASEMENT
362
350
360
34
4
34
6
34
8
352
354
356
358
350
360
344
346
348
352
354
356
358
362
50' NEUSE RIPARIAN
ZONE 2 BUFFER
30' NEUSE RIPARIAN
ZONE 1 BUFFER
TOP OF
BANK
LIMITS OF
DISTURBANCE
6' GRAVEL
PEDESTRIAN TRAIL
TOP OF
BANK
50' NEUSE RIPARIAN
ZONE 2 BUFFER
30' NEUSE RIPARIAN
ZONE 1 BUFFER
SSSSSS
SS
SS
SS
SS
SS
20'W X 10'H X 72'L CONCRETE
BOTTOMLESS ARCH CULVERT
(NO STREAM IMPACTS)
IMPACT #24
PERMANENT BUFFER IMPACT
ROAD CROSSING
ZONE 1 - 6,286 SF
ZONE 2 - 6,300 SF
8" DIP8" PVCMH 26
MH 25
8" P
V
C
MH 188
8" PVC
50' NEUSE RIPARIAN
ZONE 2 BUFFER
30' NEUSE RIPARIAN
ZONE 1 BUFFER
PROPOSED STORM
EASEMENT
No.
Checked By
Revision Designer
Drawn By
Date By Scale
Date
Job No.
Sheet No.WithersRavenel
$ngineers [ /lanners [ STrveyors
115 MacKenan Drive | Cary, NC 27511
t: 919.469.3340 | license #: C-0832 | www.withersravenel.com2180318
01/26/2021
AS NOTED
DURHAM DURHAM COUNTY NORTH CAROLINA WR
WR
WR
1001 OLIVE BRANCH ROAD BUFFER IMPACT MAP S
GRAPHIC SCALE
1 inch = 30 ft.
30 0 15 30 60
IMPACT LEGEND
PERMANENT
ZONE 1
NEUSE RIVER 30' BUFFER
PERMANENT
ZONE 2
NEUSE RIVER 50' BUFFER
STRE
E
T "
P"(50' PUBLI
C
R/
W)
RETAINING
WALL
RETAINING
WALL
STREAM 6
INTERMITTENT
STREAM 5
INTERMITTENT
STREAM 5
INTERMITTENT
STREAM 7
INTERMITTENT
EXISTING 16.5' AT&T EASEMENT
DB 147, PG 15
(TO BE RELEASED)
PROPOSED 30'
SEWER EASEMENT
3703723743763703643
6
6368372374 350
360
344344346346346
346348
352
354
356358TOP OF
BANK
LIMITS OF
DISTURBANCE
RETAINING
WALL
LIMITS OF
DISTURBANCE
50' NEUSE RIPARIAN
ZONE 2 BUFFER
30' NEUSE RIPARIAN
ZONE 1 BUFFER
TOP OF
BANK360370356358362364366368372374 350360348352354356358362364350360352354356358362364366368SS
SS
SSMH 196
EXISTING
36" CMP
IMPACT #25
PERMANENT BUFFER IMPACT
ROAD CROSSING
ZONE 1 - 11,460 SF
ZONE 2 - 7,358 SF
8" PVCMH 196
8" PVC
8" PVC
MH 153 54"
RCP
PARCEL
LINE
No.
Checked By
Revision Designer
Drawn By
Date By Scale
Date
Job No.
Sheet No.WithersRavenel
$ngineers [ /lanners [ STrveyors
115 MacKenan Drive | Cary, NC 27511
t: 919.469.3340 | license #: C-0832 | www.withersravenel.com2180318
01/26/2021
AS NOTED
DURHAM DURHAM COUNTY NORTH CAROLINA WR
WR
WR
1001 OLIVE BRANCH ROAD BUFFER IMPACT MAP T
GRAPHIC SCALE
1 inch = 30 ft.
30 0 15 30 60
IMPACT LEGEND
PERMANENT
ZONE 1
NEUSE RIVER 30' BUFFER
PERMANENT
ZONE 2
NEUSE RIVER 50' BUFFER
W
W
W
FMFMFMWETLAND E
RETAINING
WALL
STREAM 5
INTERMITTENT
PROPOSED 30' SEWER
EASEMENT
PROPOSED 30'
SEWER EASEMENT
100' F/J-B OVERLAY
320
330
318
322
324
326
328
332
334
336
338
312
31
4
316
318
310
310
312
312
31431631
4 316318308
50' NEUSE RIPARIAN
ZONE 2 BUFFER
30' NEUSE RIPARIAN
ZONE 1 BUFFER
TOP OF
BANK
LIMITS OF
DISTURBANCE
LIMITS OF
DISTURBANCE
50' NEUSE RIPARIAN
ZONE 2 BUFFER
30' NEUSE RIPARIAN
ZONE 1 BUFFER
25' COD
WETLAND
BUFFER
LIMITS OF
DISTURBANCE
25' COD WETLAND
BUFFER
SSSSSSSSSSSS
SS
SS
SS
SSSSSSSSSSMH 67
Structure - (72)
8
"
PVC8" PVC
8" PV
C
IMPACT #26
PERMANENT BUFFER IMPACT
SEWER CROSSING
ZONE 1 - 2,340 SF
ZONE 2 - 1,494 SF
8" PV
C
MH 2
12" PVC
1
2
"
PVC
MH 3
MH 4
12" P
V
C
8
"
PVC
MH 67 8" PVC
OLIV
E
B
R
A
N
C
H
R
O
A
D (
S
R
1
9
0
5)XXXXXXXXXXXXXXXX
XX
XX
XX
XX
XX
XX XXXXXXXXXXXXXXXXXXXXXXXXXXXXPUMP
STATION
SITE
No.
Checked By
Revision Designer
Drawn By
Date By Scale
Date
Job No.
Sheet No.WithersRavenel
$ngineers [ /lanners [ STrveyors
115 MacKenan Drive | Cary, NC 27511
t: 919.469.3340 | license #: C-0832 | www.withersravenel.com2180318
01/26/2021
AS NOTED
DURHAM DURHAM COUNTY NORTH CAROLINA WR
WR
WR
1001 OLIVE BRANCH ROAD BUFFER IMPACT MAP U
GRAPHIC SCALE
1 inch = 30 ft.
30 0 15 30 60
IMPACT LEGEND
PERMANENT
ZONE 1
NEUSE RIVER 30' BUFFER
PERMANENT
ZONE 2
NEUSE RIVER 50' BUFFER
OHEOHEOHEOHEW
W
W
W
W
W
W
W
W
OLIV
E
B
R
A
N
C
H
R
O
A
D (
S
R
1
9
0
5)WWWWWWWWWWWWW100' F/J-B OVERLAY
50' NEUSE RIPARIAN
ZONE 2 BUFFER
30' NEUSE RIPARIAN
ZONE 1 BUFFER
LIMITS OF
DISTURBANCE25' COD WETLAND
BUFFER
50' NEUSE RIPARIAN
ZONE 2 BUFFER
30' NEUSE RIPARIAN
ZONE 1 BUFFER
100' F/J-B OVERLAY
PROPOSED 12"
DIP WATERLINE
IMPACT #30
PERMANENT BUFFER IMPACT
UTILITY CROSSING
ZONE 1 = 1,017 SF
ZONE 2 = 0 SF
OLIVE
B
R
A
N
C
H
R
O
A
D
EX. (6
0'
P
U
B
LI
C
R/
W)
TEMPORARY BOV TO BE
REMOVED AT TIME OF
WATER EXTENSION
PROPOSED WATER
EASEMENT
EXISTING TWIN
8' X 5.8' CMP
LIMITS OF
DISTURBANCE
LIMITS OF
DISTURBANCE
STREAM 5
PERENNIAL
No.
Checked By
Revision Designer
Drawn By
Date By Scale
Date
Job No.
Sheet No.WithersRavenel
$ngineers [ /lanners [ STrveyors
115 MacKenan Drive | Cary, NC 27511
t: 919.469.3340 | license #: C-0832 | www.withersravenel.com2180318
01/26/2021
AS NOTED
DURHAM DURHAM COUNTY NORTH CAROLINA WR
WR
WR
1001 OLIVE BRANCH ROAD BUFFER IMPACT MAP V
GRAPHIC SCALE
1 inch = 30 ft.
30 0 15 30 60
IMPACT LEGEND
PERMANENT
ZONE 1
NEUSE RIVER 30' BUFFER
PERMANENT
ZONE 2
NEUSE RIVER 50' BUFFER
SCM 11
SS
SS
SS
SSSSSSSSSSSSSS
100' F/J-B OVERLAY
50' NEUSE RIPARIAN
ZONE 2 BUFFER
30' NEUSE RIPARIAN
ZONE 1 BUFFER
WETLAND E
STREAM 1
PERENNIAL
PROPOSED 30' SEWER
EASEMENT
LIMITS OF
DISTURBANCE
DURHAM BUFFER
SETBACK
TOP OF
BANK
12" PVC
12" P
V
C8" PVCPROPOSED 30' SEWER EASEMENT TO
BE DEDICATED TO COD. BUFFER
IMPACTS TO BE PERMITTED WHEN
FUTURE CONNECTION IS PERMITTED
No.
Checked By
Revision Designer
Drawn By
Date By Scale
Date
Job No.
Sheet No.WithersRavenel
$ngineers [ /lanners [ STrveyors
115 MacKenan Drive | Cary, NC 27511
t: 919.469.3340 | license #: C-0832 | www.withersravenel.com2180318
01/26/2021
AS NOTED
DURHAM DURHAM COUNTY NORTH CAROLINA WR
WR
WR
1001 OLIVE BRANCH ROAD BUFFER IMPACT MAP W
GRAPHIC SCALE
1 inch = 30 ft.
30 0 15 30 60
IMPACT LEGEND
PERMANENT
ZONE 1
NEUSE RIVER 30' BUFFER
PERMANENT
ZONE 2
NEUSE RIVER 50' BUFFER
SCM 8
SS
SS
SS SSSSSSSSSSSSSSSSSSSSMH 65
8" P
V
C8" PVC50' NEUSE RIPARIAN
ZONE 2 BUFFER
30' NEUSE RIPARIAN
ZONE 1 BUFFER
STREAM 5
INTERMITTENT
TOP OF
BANK
LIMITS OF
DISTURBANCE
LIMITS OF
DISTURBANCE
IMPACT #35
PERMANENT BUFFER IMPACT
SCM 8 OUTLET RIP-RAP
CHANNEL
ZONE 1 - 523 SF
ZONE 2 - 425 SF
WETLAND A
25' COD
WETLAND
BUFFER
RETAINING
WALL 330340350328332334336338342344346348320320330
330320320330PROPOSED 30' SEWER
EASEMENT
No.
Checked By
Revision Designer
Drawn By
Date By Scale
Date
Job No.
Sheet No.WithersRavenel
$ngineers [ /lanners [ STrveyors
115 MacKenan Drive | Cary, NC 27511
t: 919.469.3340 | license #: C-0832 | www.withersravenel.com2180318
01/26/2021
AS NOTED
DURHAM DURHAM COUNTY NORTH CAROLINA WR
WR
WR
1001 OLIVE BRANCH ROAD BUFFER IMPACT MAP X
GRAPHIC SCALE
1 inch = 30 ft.
30 0 15 30 60
IMPACT LEGEND
PERMANENT
ZONE 1
NEUSE RIVER 30' BUFFER
PERMANENT
ZONE 2
NEUSE RIVER 50' BUFFER
STREAM 10
INTERMITTENT
340340338342342320330320330
320
322
324
326
328
330
332
334
LIMITS OF
DISTURBANCE
6' GRAVEL
PEDESTRIAN TRAIL
50' NEUSE RIPARIAN
ZONE 2 BUFFER
30' NEUSE RIPARIAN
ZONE 1 BUFFER
TOP OF
BANK
50' NEUSE RIPARIAN
ZONE 2 BUFFER
30' NEUSE RIPARIAN
ZONE 1 BUFFER
STREAM 11
INTERMITTENT
SCM 5 350340330320
330
340
SCM 4
(WET POND)
IMPACT #36
PERMANENT BUFFER IMPACT
SCM 5 OUTLET RIP-RIP
CHANNEL
ZONE 1 - 672 SF
ZONE 2 - 495 SF
TOP OF
BANK
No.
Checked By
Revision Designer
Drawn By
Date By Scale
Date
Job No.
Sheet No.WithersRavenel
$ngineers [ /lanners [ STrveyors
115 MacKenan Drive | Cary, NC 27511
t: 919.469.3340 | license #: C-0832 | www.withersravenel.com02180318
01/26/2021
AS NOTED
DURHAM DURHAM COUNTY NORTH CAROLINA WR
JA
WR
1001 OLIVE BRANCH ROAD BUFFER IMPACT MAP Y
GRAPHIC SCALE
1 inch = 30 ft.
30 0 15 30 60
IMPACT LEGEND
PERMANENT
ZONE 1
NEUSE RIVER 30' BUFFER
PERMANENT
ZONE 2
NEUSE RIVER 50' BUFFER
OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEWWW
W
W
W
W
W
W
W
W
W
W
W
W
W
FMWWWW
W W
W
WETLAND C
WETLAND DSS SSSSSSSSSSSSS
S
LIMITS OF
DISTURBANCE
50' NEUSE
RIPARIAN ZONE 2
BUFFER50' NEUSE
RIPARIAN ZONE
2 BUFFER
30' NEUSE
RIPARIAN ZONE
1 BUFFER
30' NEUSE
RIPARIAN ZONE 1
BUFFERTOP OF
BANK
TEMPORARY EXISTING
15' CONSTRUCTION
EASEMENT
100' F/J-B
OVERLAY
EXISTING 30'
SEWER EASEMENT
TEMPORARY 10'
CONSTRUCTION
EASEMENT
PROPOSED 12"
DIP WATERLINE
100' F/J-B
OVERLAY24"
PVC
MH 6
MH 7
24" PVCIMPACT #31
PERMANENT BUFFER IMPACT
UTILITY EASEMENT
ZONE 1 = 1,013 SF
ZONE 2 = 4 SF
50' NEUSE
RIPARIAN ZONE 2
BUFFER
30' NEUSE
RIPARIAN ZONE 1
BUFFER
50' NEUSE
RIPARIAN ZONE 2
BUFFER
30' NEUSE
RIPARIAN ZONE 1
BUFFER
TOP OF
BANK
EXISTING 30'
SEWER EASEMENT
30' ACCESS
EASEMENT
STREAM 15
PERENNIAL
25' COD
WETLAND
BUFFER
OLIVE
B
R
A
N
C
H
R
O
A
D
EX. (6
0'
P
U
B
LI
C
R/
W)
PROPOSED WATER
EASEMENT
EXISTING TWIN
5.5' X 6.5' CMP EXIST
ING
LIMITS OF
DISTURBANCE
EXISTING 30'
SEWER EASEMENT
INV:290.76'
INV:290.34'
INV:290.43'
INV:290.85'
300
298
302
304
306
3
0
0
296
2
9
8
3
0
2
3
0
4
30
6
30
8
304
302
30
2
298300
No.
Checked By
Revision Designer
Drawn By
Date By Scale
Date
Job No.
Sheet No.WithersRavenel
$ngineers [ /lanners [ STrveyors
115 MacKenan Drive | Cary, NC 27511
t: 919.469.3340 | license #: C-0832 | www.withersravenel.com2180318
01/26/2021
AS NOTED
DURHAM DURHAM COUNTY NORTH CAROLINA WR
WR
WR
1001 OLIVE BRANCH ROAD BUFFER IMPACT MAP Z
GRAPHIC SCALE
1 inch = 30 ft.
30 0 15 30 60
IMPACT LEGEND
PERMANENT
ZONE 1
NEUSE RIVER 30' BUFFER
PERMANENT
ZONE 2
NEUSE RIVER 50' BUFFER
SCM 7
SCM 9
PROPOSED STORM
EASEMENT 360356358362SSSSSSSSSSSSSSSSSSMH 195 8" PVCRETAINING
WALL
STREAM 5
INTERMITTENT
PROPOSED 30'
SEWER EASEMENT
LIMITS OF
DISTURBANCE
50' NEUSE RIPARIAN
ZONE 2 BUFFER
30' NEUSE RIPARIAN
ZONE 1 BUFFER
TOP OF
BANK
LIMITS OF
DISTURBANCE
STREAM 8
INTERMITTENT
50' NEUSE RIPARIAN
ZONE 2 BUFFER
30' NEUSE RIPARIAN
ZONE 1 BUFFER
330330340
340350
350332
332
334
334336
336338
338342
342
344
344346
346348
348352
352354
354356
3563583583403503383
4
2
3
4
4
346 348350
360
352
354
356
358
362
364
366
340336338342344344360360352354356358358362362IMPACT #39
PERMANENT BUFFER IMPACT
SCM 7 OUTLET RIP-RIP
CHANNEL
ZONE 1 - 897 SF
ZONE 2 - 739 SF
No.
Checked By
Revision Designer
Drawn By
Date By Scale
Date
Job No.
Sheet No.WithersRavenel
$ngineers [ /lanners [ STrveyors
115 MacKenan Drive | Cary, NC 27511
t: 919.469.3340 | license #: C-0832 | www.withersravenel.com2180318
01/26/2021
AS NOTED
DURHAM DURHAM COUNTY NORTH CAROLINA WR
WR
WR
1001 OLIVE BRANCH ROAD BUFFER IMPACT MAP AA
GRAPHIC SCALE
1 inch = 30 ft.
30 0 15 30 60
IMPACT LEGEND
PERMANENT
ZONE 1
NEUSE RIVER 30' BUFFER
PERMANENT
ZONE 2
NEUSE RIVER 50' BUFFER
OHEOHEOHESSSS SSSSSSSSSSSSSSSSSSSSSS50' NEUSE
RIPARIAN ZONE 2
BUFFER
30' NEUSE
RIPARIAN ZONE 1
BUFFER
SCM 3
IMPACT #37
PERMANENT BUFFER IMPACT
SCM 3 OUTLET RIP-RAP
CHANNEL
ZONE 1 = N/A
ZONE 2 = 178 SF
LIMITS OF
DISTURBANCE
STREAM 10
INTERMITTENT
PROPOSED 30' SEWER
EASEMENT
8" PVC
8" PVC
8" PVC6' GRAVEL
PEDESTRIAN TRAIL
EXISTING
BOUNDARY
PROPOSED 30'
SEWER EASEMENT
SCM
EASEMENT
LIMITS OF
DISTURBANCE
310320330330312314316318322324326
328328332332 320
330
330
312
314
316
318
322
324
326
326
328
328
332
332
310
320
330
302
304
306
308
312
314
316
318
322
324
326
328
332 300298300
310
320
302
304
306
308
312
314
316
318
322310
320
3
0
4
306308312314316318
322
324
MH 173
No.
Checked By
Revision Designer
Drawn By
Date By Scale
Date
Job No.
Sheet No.WithersRavenel
$ngineers [ /lanners [ STrveyors
115 MacKenan Drive | Cary, NC 27511
t: 919.469.3340 | license #: C-0832 | www.withersravenel.com2180318
01/26/2021
AS NOTED
DURHAM DURHAM COUNTY NORTH CAROLINA WR
WR
WR
1001 OLIVE BRANCH ROAD BUFFER IMPACT MAP AB
GRAPHIC SCALE
1 inch = 30 ft.
30 0 15 30 60
IMPACT LEGEND
PERMANENT
ZONE 1
NEUSE RIVER 30' BUFFER
PERMANENT
ZONE 2
NEUSE RIVER 50' BUFFER
W
W
W
W
W
W
W W W W
WSSSSSSSSSSLIMITS OF
DISTURBANCE
50' NEUSE RIPARIAN
ZONE 2 BUFFER
30' NEUSE RIPARIAN
ZONE 1 BUFFER
6' GRAVEL
PEDESTRIAN TRAIL
STREAM 10
INTERMITTENT
TOP OF
BANK
RETAINING
WALL
RETAINING
WALL
IMPACT #40
PERMANENT BUFFER IMPACT
ZONE 1 - 0 SF
ZONE 2 - 527 SF390386382384 3
8
0
378
380
380378376374370366374394 3903863783803703683663643723763603583
5
4
38036036036436636835
0
3
5
0
352
358
360370MH 109
MH 110
8" PVC
8" PVC
PROPOSED STORM
EASEMENT
No.
Checked By
Revision Designer
Drawn By
Date By Scale
Date
Job No.
Sheet No.WithersRavenel
$ngineers [ /lanners [ STrveyors
115 MacKenan Drive | Cary, NC 27511
t: 919.469.3340 | license #: C-0832 | www.withersravenel.com2180318
01/26/2021
AS NOTED
DURHAM DURHAM COUNTY NORTH CAROLINA WR
WR
WR
1001 OLIVE BRANCH ROAD BUFFER IMPACT MAP AC
GRAPHIC SCALE
1 inch = 30 ft.
30 0 15 30 60
IMPACT LEGEND
PERMANENT
ZONE 1
NEUSE RIVER 30' BUFFER
PERMANENT
ZONE 2
NEUSE RIVER 50' BUFFER

Wildlands Holdings III, LLC · Wildlands Engineering, Inc · 1430 South Mint Street, Suite 104, Charlotte, NC 28203
Wetland Mitigation Statement of Availability

February 18, 2021

Clayton Properties Group, Inc
Attn: Chris Simmering
2521 Schieffelin Road, Suite 116
Apex, NC 27502

RE: Availability of Wetland Credits for the “1001 Olive Branch Road Subdivision (SAW-2018-01873)”
project
Bank Name: Falling Creek Stream and Wetland Mitigation Banking Instrument (UMBI)
Bank Site: McClenny Acres II Mitigation Site
Bank Sponsor: Wildlands Holdings III, LLC
USACE Action ID No. SAW-2017-02527
Wetland Credits Needed: 0.50 acres
Wetland Credits Available: 5.18 acres
Neuse 03020201 River Basin

Dear Mr. Simmering,

Wildlands Holdings III, LLC has the above-mentioned wetland credits from the Falling Creek Stream and
Wetland Mitigation Bank: McClenny Acres II Mitigation Site to satisfy the mitigation requirements
related to the above-mentioned project. The project is located within the service area (HUC 03020201)
of the Bank.

Credits may be reserved for a period of 12 months upon the receipt of a non-refundable deposit of 10%
of the purchase price. Should credits not be reserved, they will be sold on a first come, first serve basis.
Credit prices will be guaranteed for a period of 6 months from the date of this letter and are then
subject to change.

An invoice for this transaction will be sent upon your request and we will reserve the credits and price
for a period of 30 days from invoice. This letter is a Statement of Availability as of the date provided – it
is not a reservation of credits nor a guarantee of price. Credits will be sold on a first come, first serve
basis.

Final transfer of credits will occur upon completion of the Mitigation Responsibility Transfer Form within
the completed 404 permit.

We appreciate the opportunity to assist you with your mitigation requirements. Please contact me at
[phone] x124 or [e-mail] if you have any questions or need any additional
information.

Wildlands Holdings III, LLC · Wildlands Engineering, Inc · 1430 South Mint Street, Suite 104, Charlotte, NC 28203
Sincerely,

Ashley N. Yarsinske
Wildlands Engineering, Inc.
Marketing & Credit Sales
[e-mail]
O: [phone] ext. 124
M: [phone]

Cc: Mr. Troy Beasley | WithersRavenel