20201653 Ver 1_Modification Request_20210115

Staff Review Form
NORFH CA.,i0:INA
En vironmenfrr!QvoGry
Updated September 4,2020
Staff Review
Does this application have all the attachments needed to accept it into the review process?*
6* Yes r No
ID#* Version* 1
20201653
Is this project a public transportation project?* C Yes
6* No
Reviewer List:* Stephanie Goss:eads\szgoss
Select Reviewing Office:* Raleigh Regional Office-[phone]
Does this project require a request for payment to be sent?*
r
Yes
r
No
How much is C $240.00
owed?* �' $570.00

Project Submittal Form
Please note:fields marked with a red asterisk *below are required. You will not be able to submit the form until all
mandatory questions are answered.
Project Type:* r For the Record Only(Courtesy Copy)
r New Project
r Modification/New Project with Existing ID
r More Information Response
r Other Agency Comments
r Pre-Application Submittal
r Re-Issuance\Renewal Request
r Stream or Buffer Appeal
Pre-Filing Meeting Information
Before submitting this form please ensure you have submitted the Pre-Filing Meeting Request Form as we will not
be able to accept your application without this important first step.The Pre-Filing Meeting Request Form is used in
accordance with 40 C.F.R. Section 121.4(a)"At least 30 days prior to submitting a certification request,the project
proponent shall request a pre-filing meeting with the certifying agency"and in accordance with 40 C.F.R. Section
121.5(b)(7),and (c)(5)all certification requests shall include documentation that a pre-filing meeting request was
submitted to the certifying authority at least 30 days prior to submitting the certification request.Click here to read
more information on when this form is needed prior to application submission or here to view the form.
Attach documentation of Pre-Filing Meeting Request here:
DWR Pre-Filing Meeting Request Form_submitted 2020-11-02.pdf 51.42KB
EMAIL_NCDWR No Pre-Filing Meeting Required Confirmation_2020-12-
88.94KB
03.pdf
Date for Meeting Request 11/2/2020
ID# 20201653 Version 1
Project Contact Information
Name: Troy Beasley
who is submitting the inforrration?
Email Address: [e-mail]
Project Information
Existing ID#: Existing Version:
20201653 1
20170001(no dashes) 1
Project Name: 1001 Olive Branch Road Subdivision
Is this a public transportation project?
a Yes
r No
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
r Yes r No r Unknown

TIP#: WBS#:
(Applies to DOT projects only)
County(ies)
Durham
Please upload all files that need to be submited.
Click the upload button or drag and drop files here to attach document
1001 Olive Branch NWP 39
18.68MB
PCN_Complete_final_2021-01-15.pdf
Only pdf or krrz files are accepted.
Describe the attachments
or comments:
Attached is the 404/401 WQC&Buffer Authorization PCN.The proposed project has indirect/secondary
stream impacts from two bottomless culverts that require mitigation by the USACE.The ePCN form does not
have an adequate way of addressing the indirect/secondary stream impacts for the bottomless culverts.
Therefore,we are submitting a traditional PCN so that the indirect/secondary stream impacts can be
accurately addressed without appearing to exceed the 300 LF threshold allowed under a NWP 29. Please
note that we are submitting the PCN to the USACE through their electronic submittal process.
Sign and Submit
.......................................................................................................................................................................................................................................................................................................................................................................................................
fJ By checking the box and signing box below, I certify that:
• I,the project proponent, hereby certifies that all information contained herein is true,accurate, and complete to
the best of my knowledge and belief.
• I,the project proponent, hereby requests that the certifying authority review and take action on this CWA 401
certification request within the applicable reasonable period of time.
• I agree that submission of this online form is a"transaction"subject to Chapter 66,Article 40 of the NC General
Statutes(the"Uniform Electronic Transactions Act");
• I agree to conduct this transaction by electronic means pursuant to Chapter 66,Article 40 of the NC General
Statutes(the"Uniform Electronic Transactions Act");
• I understand that an electronic signature has the same legal effect and can be enforced in the same way as a
written signature;AND
• I intend to electronically sign and submit the online form.
Signature:
e a r
Submittal Date: Is filled in automatically.

I. WithersRavenel
II/ Our Peopte.Your Success.
January 15, 2021
US Army Corps of Engineers NC-Division of Water Resources
Regulatory Field Office 401 & Buffer Permitting Unit
Ms. April Norton Mr. Paul Wojoski
3331 Heritage Trade Drive 1617 Mail Service Center
Suite 105 Raleigh, NC 27699
Wake Forest, NC 27587
Re: 1001 Olive Branch Road Subdivision - NWP 29 PCN Submittal
Durham, Durham County
USACE AID: SAW-2018-01873
NCDWR Project#20201653 V1
WR Project#02180318.00
Dear Ms. Norton and Mr. Wojoski,
On behalf of Clayton Properties Group, LLC, we are requesting authorization from the USACE to
use NWP 29, as well as requesting a 401 WQC from NCDWR, for the following impacts:
Proposed Impact Table
Feature Type of Impact Impact Area Square Footage
Permanent Subdivision Impacts
Wetland Permanent 0.189 ac 8,247 sf
Wetland Temporary 0.035 ac 1,498 sf
Stream Permanent 285 If 3,617 sf
Stream Temporary 39 If 211 sf
Secondary Impacts
Stream Secondary 165 If 484 sf
The proposed total permanent direct impacts to jurisdictional waters are 0.27 acres (see table
below) and therefore is eligible for authorization under an NWP 29.
Type of Impact Impact Area Square
Wetland Stream Footage
Permanent 0.189 ac 8,247 sf
Permanent 285 If 3,617 sf
Total 0.189 ac 285 If 11,864 sf
(0.27 ac)
We are also requesting an NCDWR Riparian Buffer Authorization for 76,928 sf of permanent
buffer impacts for construction of the proposed subdivision.
The proposed project consists of the construction of a 616-lot mixed-density residential
subdivision and associated infrastructure (roads, walking trails, stormwater management, etc.).
The proposed Georgia's Landing subdivision consists of a 216.38-acre parcel (PIN: 0560-02-52-
5166) located at 1001 Olive Branch Road in Durham, Durham County (Lat: 35.957615°N; -
78.778009°W).
219 Station Road,Suite 101 I Wilmington, NC 28405
t:910.256.9277 I www.withersravenel.com l License No.C-0832
Asheville I Cary l Greensboro I Pittsboro I Raleigh 1 Wilmington

1001 Olive Branch Road Subdivision Li. WVithersRavenel
Durham, Durham Co.
NWP 29 PCN Submittal our People.Your Success.
The project is located in the Neuse River basin (HUC: 030202010502) and onsite waters drain to
Lick Creek and Martin Creek. The Water Quality Classification for Lick Creek is: WS-IV; NSW and
the Stream Index Number is: 27-11-(0.5). The Water Quality Classification for Martin Creek is:
WS-IV; NSW and the Stream Index Number is: 27-11-1.
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.
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.
Project History
WithersRavenel completed a delineation of the wetlands, streams, and riparian buffers for the
subdivision project area in September 2018, and a Preliminary JD Request was submitted to the
USACE requesting verification of the delineation. Ross Sullivan with the USACE verified the
delineation on 11/14/2018 (AID: SAW-2018-01873). 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
Page 2 of 7

1001 Olive Branch Road Subdivision :: WVithersRavenel
Durham, Durham Co.
NWP 29 PCN Submittal Qur People.Your Success.
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 Buffer Determination Letter (NBRRO #18-291) for the project site on
9/13/2018, which has been provided as an attachment to this application.
A pre-application meeting was conducted on 11/21/2019 with Samantha Dailey with the USACE
and Stephanie Goss with NCDWR to discuss the proposed project. Additionally, WithersRavenel
submitted a Pre-Filing Meeting Request on 11/02/2019, and received email notification, dated
2020-12-03, that a Pre-Filing Meeting was not required for this project. Therefore the 401
requirements for a pre-filing meeting request under 40 C.F.R.Section 121.4(a) have been satisfied.
Both the Pre-Filing Meeting Request form and email documenting that a pre-filing meeting was
not required have been provided as an attachment to this application.
Proposed Impacts
The proposed impacts consist of:
Impacts from Subdivision Construction
• 0.189 acres of permanent wetland impacts
• 0.035 acres of temporary wetland impacts
• 285 If of permanent stream impacts
• 165 If of indirect (secondary) stream impacts from bottomless culverts
• 39 If of temporary stream impacts
• 76,928 sf of riparian buffer impacts (Zone 1: 41,883 sf; Zone 2: 35,045 sf)
All proposed permanent wetland and stream impacts are necessary for construction of internal
roads to access developable uplands within the site.
"Street F" has been designed to cross Stream 7 (Impact 6, 7 &8) perpendicularly at a location that
allowed for the shortest culvert possible to minimize stream impacts. The 36" RCP culvert will be
buried 12" below the stream bed. A riprap dissipator will be installed below the culvert to prevent
erosion and sedimentation of downstream waters. The riprap will be installed by burying the riprap
such that the top of the riprap matches the pre-construction contours of the natural stream bed,
allowing for the passage of aquatic life and preventing a loss of function of this section of stream
channel.
"Street P" has been designed to cross Stream 5 (Impacts 9, 10 & 11) perpendicularly at a location
that allowed for the shortest culvert possible to minimize stream impacts.The 36" RCP culvert will
be buried 12" below the stream bed. A riprap dissipator will be installed below the culvert to
prevent erosion and sedimentation of downstream waters. The riprap will be installed by burying
the riprap such that the top of the riprap matches the pre-construction contours of the natural
stream bed,allowing for the passage of aquatic life and preventing a loss of function of this section
of stream channel.
"Street G" has been designed to cross Stream 11 (Impact 32) with a bottomless arch culvert to
avoid stream impacts. The bottomless culvers are designed to include riprap stabilization along
the internal edges of the streams to prevent erosion to preserve the channel pattern and profile.
"Street I" has been designed to cross Stream 9 (Impact 33) with a bottomless arch culvert to avoid
stream impacts. The bottomless culvers are designed to include riprap stabilization along the
internal edges of the streams to prevent erosion to preserve the channel pattern and profile.
Page 3 of 7

1001 Olive Branch Road Subdivision :: WVithersRavenel
Durham, Durham Co.
NWP 29 PCN Submittal our People.Your Success.
"Street N" has been designed to cross Wetland A (Impacts 13 & 13a) perpendicularly at the
narrowest point. The 72" RCP culvert will be embedded 12" to maintain hydrologic connectivity
within Wetland A. A riprap dissipator will be installed below the culvert to dissipate flow and
prevent erosion, as Wetland A is located within a crenulation which experiences surface flow
during heavy rain events.
The installation of the onsite utilities (gravity sewer and water main) will be installed using
traditional trenchless methods and all impacts associated with the installation of the utilities will
be temporary. The entire utility easements will be mowed/maintained through the wetlands in
perpetuity, resulting in 0.035 acres of permanent wetland conversion impacts.
During construction of the culverted road crossings, sewer crossings and water force main
crossings, work will be completed "in the dry" by constructing temporary coffer dams upstream
and downstream of the culverts within the impact areas and pumping flow around the construction
area. Upon completion of construction, all temporarily impacted streams will be restored to pre-
construction contours and the banks will be stabilized using a biodegradable matting and seeded
with a riparian seed mix. No matting will be placed on the stream beds. Additionally, all
temporarily impacted wetlands will be restored to natural grade and seeded with a wetland seed
mix to provide temporary stabilization until natural revegetation permanently stabilizes these
areas.
Avoidance and Minimization
Prior to site plan design,the applicant requested that a detailed wetland delineation be conducted
so that impacts to wetlands and "waters" could be minimized.
Proposed permanent 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.
Page 4 of 7

1001 Olive Branch Road Subdivision r: W i thers Rave n e l
Durham, Durham Co. Our PeopLe Your Success.
NWP 29 PCN Submittal
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.
Access during construction will occur within uplands. Additionally, sediment and erosion control
measures will be installed prior to construction.
Mitigation
Stream Mitigation
The proposed project will result in 285 If of permanent stream impacts, of which 246 If will result
in functional loss as depicted in the table below.
Direct Stream Impact Mitigation Table
Impact# Reason for Impact Functional Loss No Functional Loss
6 Road Crossing 113 If
(Traditional Culvert)
7 Riprap Dissipater 13 If
10 Road Crossing 133 If
(Traditional Culvert)
11 Riprap Dissipater 26 If
Total 246 If 39 If
The applicant proposes to mitigate for the 246 If of functional loss at a 2:1 mitigation ratio,
resulting in the provision of 492 If of stream mitigation.
The applicant proposes to provide compensatory mitigation at a 1:1 ratio for indirect losses of
stream function under the two bottomless culverts (secondary impacts). The indirect (secondary)
impacts are depicted in the following table:
Indirect(Secondary)Stream Impact Mitigation Table
Impact# Reason for Impact Functional Loss
32 Bottomless Culvert/Shading 92 If
33 Bottomless Culvert/Shading 83 If
Total 165 If
The applicant proposes to mitigate for the 165 If of indirect (secondary) stream impacts at a 1:1
mitigation ratio, resulting in the provision of 165 If of stream mitigation.
Page 5 of 7

1001 Olive Branch Road Subdivision r: WithersRavenel
Durham, Durham Co. Our PeopLe Your Success.
NWP 29 PCN Submittal
The total stream mitigation proposed is depicted in the following table:
Stream Mitigation Table(Total)
Impact Type Mitigation Proposed
Direct Stream Impacts 492 If
Indirect(Secondary) Stream Impacts 165 If
Total Mitigation Proposed 657 If
WithersRavenel contacted mitigation banks within the Neuse 03020201 basin, and there was no
stream mitigation available. Therefore, the applicant proposes to provide the 657 If of stream
mitigation through the NCDMS. The letter of acceptance from NCDMS for the 657 If of stream
mitigation has been provided as an attachment.
Wetland Mitigation
The applicant proposes to mitigate for the 0.189 acres of permanent wetland impacts through the
purchase of offsite mitigation credits at a 2:1 ratio, resulting in the provision of 0.40 acres of
riparian wetland mitigation credits. The applicant proposes to purchase the 0.40 acres of riparian
wetland mitigation credits from Wildlands Holdings within the Falling Creek Stream and Wetland
Mitigation Banking Instrument: McClenny Acres II Mitigation Site. The Statement of Availability
from Wildlands has been provided as an attachment to this application.
Since permanent wetland conversion impacts from installation of the sewer and water lines, no
mitigation is proposed for the 0.035 acres of permanent wetland conversion impacts.
Buffer Mitigation
The buffer impacts requiring mitigation are depicted in the following table:
Buffer Impact Requiring Mitigation Table
Impact# Impact Type/Reason for Mitigation Zone 1 Zone 2
Non-Perpendicular Sewer Crossing in Zone 1
20 4,277 sf 0 sf
(not connecting to existing manhole)
25 Perpendicular Road Crossing Impacting >0.33 11,460 sf 7,358 sf
acres of riparian buffer
Total 15,737 sf 11,037 sf
Buffer Mitigation Table
Impact Requiring
Zone Mitigation Multiplier Total
Zone 1 15,737 sf 3 47,211 sf
Zone 2 7,358 sf 1.5 11,037 sf
Total Mitigation Required 58,248 sf
Page 6 of 7

1001 Olive Branch Road Subdivision is W i thers Rave n e l
Durham, Durham Co. quiOur PeopLe Your Success.
NWP 29 PCN Submittal
The applicant proposes to purchase the 58,248 sf of required buffer mitigation credits from
Wildlands Holdings within the Catfish Pond II Mitigation Bank Instrument: Catfish Pond II Bank
Parcel. The Statement of Availability from Wildlands Holdings has been provided as an attachment
to this application.
Stormwater Management Plan
The stormwater management plan consists of ten constructed stormwater wetland SCMs and one
wet detention SCM 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 local municipality.
Please feel free to call if you have questions or require additional information to complete your
review.
Sincerely,
WithersRavenel
Troy Beasley
Senior Environmental Scientist
Attachments:
• PCN Form
• Pre-Filing Meeting Request Form & NCDEQ Email Documenting No Pre-Filing Meeting
Needed
• Agent Authorization Form
• USGS Quads
• Durham County Soil Survey
• Parcel/Property Owner Info
• Approved Wetland/Stream/Buffer Delineation Exhibit
• NCDWR Buffer Determination Letter
• USACE Email Confirming Field Verification of Delineation
• NCNHP Project Review Letter
• USFWS T&E List for Durham County
• Wildlands Holdings Statement of Availability for Wetland and Buffer Mitigation
• NCDMS Letter of Acceptance for Stream Mitigation
• Site Plans
• Impact Exhibits
Page 7 of 7

❑F\NA rE9
o� qG 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
la. Type(s)of approval sought from the
Corps: ElSection 404 Permit [' Section 10 Permit
lb. Specify Nationwide Permit(NWP) number: 29 or General Permit(GP) number:
lc. 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
1 e. Is this notification solely for the record For the record only for DWQ 401 For the record only for Corps Permit:
because written approval is not required? Certification:
❑Yes ® No ❑ Yes ® No
1f. Is payment into a mitigation bank or in-lieu fee program proposed for mitigation ® Yes ❑ No
of impacts? If so, attach the acceptance letter from mitigation bank or in-lieu
fee program.
1 g. Is the project located in any of NC's twenty coastal counties. If yes, answer lh ❑ Yes ® No
below.
1 h. 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 1 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 WithersRavenel
(if applicable):
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 2 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)
1 b. Site coordinates (in decimal degrees): Latitude: 35.957615 Longitude: -78.778009
(DD.DDDDDD) (-DD.DDDDDD)
1 c. Property size: 216.38 acres
2. Surface Waters
2a. Name of nearest body of water(stream, river, etc.)to Martin Creek (Stream Index: 27-11-1) &
proposed project: 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 If
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 3 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? ® Yes El No [' Unknown
Comments:
4b. If the Corps made the jurisdictional determination, what type
of determination was made? ® Preliminary ❑ Final
4c. If yes, who delineated the jurisdictional areas? Agency/Consultant Company: WithersRavenel
Name (if known):Alyssa Ricci 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 Li 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.
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 4 of 16
PCN Form—Version 1.3 December 10, 2008 Version

C. Proposed Impacts Inventory
1. Impacts Summary
la. Which sections were completed below for your project(check all that apply):
® Wetlands ® Streams-tributaries ® Buffers
❑ Open Waters ❑ Pond Construction
Page 5 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. 2b. 2c. 1 2d. 2e. 2f.
Wetland impact Type of jurisdiction
number— Type of impact Type of Forested (Corps-404, 10 Area of impact
Permanent(P) wetland DWQ—non-404, other) (acres)
or Temporary (if known)
(T)
Temporary Wetland Impacts
Impact 1 Bottomland
Wetland D Sewer Crossing Hardwood ® Yes ® Corps 0.072
❑ P ® T Forest El No ® DWQ
Impact 3
Headwater ® Yes ® Corps
Wetland B Sewer Crossing 111
No ® DWQ 0.010
❑ P ® T Forest
Impact 13a
Road Crossing/Temp Headwater ® Yes ® Corps
Wetland A Construction Access Forest ❑ No ® DWQ 0.013
❑ P ® T
Impact 28 Bottomland
Wetland E Utility Crossing Hardwood ® Yes ® Corps 0.012
❑ P ® T (Water Main) Forest ❑ No ® DWQ
Total Temporary Wetland Impacts 0.107
Permanent Wetland Impacts
Impact 13
Headwater ® Yes ® Corps
Wetland A Road Crossing ID No ® DWQ
0.189
® PET
Forest
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. 3b. 3c. 3d. 3e. 3f. 3g.
Stream impact Type of impact Stream Perennial (PER)or Type of jurisdiction Average Impact
number- name intermittent(INT)? (Corps-404, 10 stream length
Permanent(P) DWQ—non-404, width (linear
or Temporary other) (feet) feet)
(T)
Temporary Stream Impacts
Impact 2 Sewer Crossing Stream 10 ❑ PER ® Corps 5 8
❑ P ® T ® INT ® DWQ
Impact 4 Sewer Crossing Stream 12 ❑ PER ® Corps 4 30
❑ P ® T ® INT ® DWQ
Impact 5 ❑ PER ® Corps
El P ® T Road Crossing Stream 7 ® INT ® DWQ 5 5
Impact 8 Road Crossing Stream 7 ❑ PER ® Corps 5 7
❑ P ® T ® INT ® DWQ
Impact 9 Road Crossing Stream 5 ❑ PER ® Corps 6 9
❑ P ® T ® INT ® DWQ
Impact 12 Road Crossing Stream 5 ❑ PER ® Corps 6 6
❑ P ® T ® INT ® DWQ
Impact 14 Sewer Crossing Stream 4 ID PER ® Corps 3 30
❑ P ® T ® INT ® DWQ
Page 6 of 16
PCN Form—Version 1.3 December 10, 2008 Version

1
Impact 15 Sewer Crossing Stream 5 ❑ PER ® Corps 4 6
❑ P ® T ® INT ® DWQ
Impact 16 Sewer Crossing Stream 3 ❑ PER ® Corps 4 39
❑ P ® T ® INT ® DWQ
Impact 27 Sewer Crossing Stream 1 ® PER ® Corps 14 23
❑ P ® T ❑ INT ® DWQ
Impact 29 Utility Crossing Stream 15 ® PER ® Corps 14 24
❑ P ® T (Water Main) ❑ INT ® DWQ
Total Temporary Stream Impacts 187
Permanent Direct Stream Impacts (Functional Loss)
Impact 6 Road Crossing— ❑ PER ® Corps
® P ❑ T Culvert Stream 7 ® INT ® DWQ 5 113
Impact 10 Road Crossing— ❑ PER ® Corps
® P ❑ T Culvert Stream 5 ® INT ® DWQ 6 133
Total Permanent Stream Impacts (Functional Loss) 246
Permanent Direct Stream Impacts (No Functional Loss)
Impact 7 Riprap Dissipator(No Stream 7 ❑ PER ® Corps 5 13
® P ❑ T Functional Loss) ® INT ® DWQ
Impact 11 Riprap Dissipator(No ❑ PER ® Corps
® P ❑ T Functional Loss) Stream 5 ® INT ® DWQ 6 26
Total Temporary Stream Impacts 39
Indirect/Secondary Stream Impacts
Impact 32 Bottomless Culvert- ❑ PER ® Corps
® P ❑ T Shading Stream 11 ® INT ® DWQ 4 92
Impact 33 Bottomless Culvert- Stream 9 ❑ PER ® Corps 3 73
® P ❑ T Shading ® INT ® DWQ
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. 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 ❑ T
03 ❑ P ❑ T
04 ❑ 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 7 of 16
PCN Form—Version 1.3 December 10, 2008 Version

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:
Page 8 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.
® Neuse ❑ Tar-Pamlico ❑ Other:
Project is in which protected basin? [' Catawba [' Randleman
6b. 6c. 6d. 6e. 6f. 6g.
Buffer impact
number— Reason for impact Buffer mitigation Zone 1 impact Zone 2 impact
Permanent(P) Stream required? (square feet) (square feet)
or Temporary name
(T)
Sewer Crossing—Non-
Impact 17 Perp-Allowable with Stream 10 ❑ Yes 0 2,560
® P ❑ T Authorization ® No
Impact 18 Sewer Crossing— Perp E Yes
® P ❑ T Deemed Allowable Stream 10 ® No 1,616 1,311
Impact 19 SCM Outfall— ❑ Yes
Allowable Upon Stream 10 755 774
® P ❑ T Authorization ® No
Sewer Crossing—Non-
Impact 20 Perp—Allowable with ® Yes
® P ❑ T Mitigation Upon Stream 10 ❑ No 4,277 0
Authorization
Sewer Crossing—Non-
Impact 20 Perp—Deemed Stream 12 [' Yes 0 3,450
® P ❑ T Allowable ® No
Impact 21 Sewer Crossing— Perp E Yes
® P ❑ T Deemed Allowable Stream 12 ® No 1,915 1,222
Road Crossing—Perp
Impact 22 (>1/3 acre) ❑ Yes
Allowable with Stream 11 8,838 5,598
® P ❑ T Mitigation Upon ® No
Authorization
SCM Outfall
Impact 23 ❑ Yes
® P ❑ T Allowable Upon Stream 11 ® No 268 466
Authorization
Road Crossing—Perp
Impact 24 (<1/3 acre) Stream 9 ® Nos 6,286 6,300
® P ❑ T Allowable Upon
Authorization _
Road Crossing—Perp
Impact 25 (<1/3 acre) ® Yes
Allowable with Stream 5 11,460 7,358
® P ❑ T Mitigation Upon ❑ No
Authorization
Impact 26 Sewer Crossing— Perp [' Yes
® P ❑ T Deemed Allowable Stream 5 ® No 2,340 1,494
Utility Line—Non-Sewer
Impact 30 (Water Main)—Perp Stream 1 ❑ Yes 1,017 0
® P ❑ T Deemed Allowable ® No
Utility Line—Non-Sewer
Impact 31 (Water Main)—Perp Stream 15 ❑ Yes 1,013 4
® P ❑ T Deemed Allowable ® No
Impact 35 SCM Outfall Stream 5 ❑ Yes 523 425
ElP ElT Allowable Upon ® No
Page 9 of 16
PCN Form—Version 1.3 December 10, 2008 Version

Authorization
SCM Outfall
Impact 36 ❑ Yes
® P ❑ T Allowable Upon Stream 10 ® No 678 754
Authorization
SCM Outfall
Impact 37 ❑ Yes
® P ❑ T Allowable Upon Stream 10 ® No 0 178
Authorization
Impact 38 Greenway Stream 10 ® Nos 0 1,885
P ❑ T Deemed Allowable
SCM Outfall
Impact 39 ❑ Yes
P El T Allowable Upon Stream 5 ® No 897 739
Authorization
Impact 40 Walking Trail Stream 10 ❑ Yes 0 527
® P El T Deemed Allowable ® No
6h. Total buffer impacts 41,883 35,045
6i. Comments: See PCN Cover Letter for more information on impacts.
D. Impact Justification and Mitigation
1. Avoidance and Minimization
la. 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.
1 b. 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 10 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 ® Yes ❑ No
for 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:
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
Type: Quantity:
3b. Credits Purchased (attach receipt and letter) Riparian Wetland & Wetland—0.40 acres
Riparian Buffer 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 11 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 ® Yes ❑ No
buffer mitigation?
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.
6c. 6d. 6e.
Reason for impact Total Multiplier Required mitigation
Zone impact (square feet)
(square
feet)
Impact 20—Non-Perp
Sewer Crossing in Zone 1 —
Zone 1 4,277 sf 15,737 sf 3 (2 for Catawba) 47,211 sf
Impact 25—Perp Road
Crossing >1/3 ac— 11,460
sf
Zone 2 Impact 25—Perp Road 7,358 sf 1.5 11,037 sf
Crossing >1/3 ac—7,358 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 12 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
1 a. 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: The proposed stormwater management plan consists of ten constructed ❑ Yes ® No
stormwater wetlands and one wet detention pond. All proposed SCMs provide
required nitrogen removal and therefore diffuse flow is not required.
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.
® 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? City of Durham
® Phase II
3b. Which of the following locally-implemented stormwater management programs ❑ NSW
apply(check all that apply): ❑ USMP
❑ 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
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 13 of 16
PCN Form—Version 1.3 December 10, 2008 Version

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)?
lc. 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.) ❑ Yes ❑ No
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 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 14 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 ❑ 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 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 ❑ 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 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 15 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
7 Troy Beasley WithersRavenel
Authorized Agent 1/15/2021
Date
Applicant/Agent's Printed Name Applicant/Agent's Signature
(Agent's signature is valid only if an authorization letter from the applicant
is provided.)
Page 16 of 16
PCN Form—Version 1.3 December 10, 2008 Version

■■ WithersRavenel
M. Our People.Your Success.
PRE-FILING MEETING REQUEST FORM &
NCDEQ EMAIL DOCUMENTING
NO PREFILING MEETING NEEDED

DWR Pre-Filing Meeting Request Form
NORTH CAROLINA
EnWmnnacnlrtl Qua fay
Contact Name* Troy Beasley
Contact Email Address* [e-mail]
Project Owner* Mungo Homes of North Carolina
Project Name* Olive Branch Road
Project County* Wake
Owner Address:* Street Address
1001 Olive Branch Road
Address Line 2
City State/Bovine/!Region
Durham NC
Fbstal/Zip Code Country
27703 USA
Is this a transportation project?* C Yes 6• No
Type(s)of approval sought from the DWR:
fJ 401 Water Quality Certification- I— 401 Water Quality Certification-
Regular Express
1 Individual Permit 1 Modification
f- Shoreline Stabilization
Does this project have an existing project ID#?*
r Yes ( No
Do you know the name of the staff member you would like to request a meeting with?
Stephanie Goss
Please give a brief project description below.*
Project consists of the construction of a residential subdivision and
associated infrastructure.
A pre-application meeting was conducted with Stephanie Goss with
NCDWR on 11/21/2019(see attached Outlook calendar invite).We are
submitting this pre-filing meeting request as a courtesy since a pre-
application meeting has already been conducted.
Please give a couple of dates you are available for a meeting.
11/23/2020
11/18/2020

12/2/2020
12/3/2020
Please attach the documentation you would like to have the meeting about.
Pre-App Calendar Invite_2019-11-21.pdf 93.47KB
Olive Branch Road_Overall Impact&Phasing
3.13MB
Plan.pdf
pdf only
By digitally signing below, I certify that I have read and understood that per the Federal Clean Water Act Section
401 Certification Rule the following statements:
• This form completes the requirement of the Pre-Filing Meeting Request in the Clean Water Act Section 401 Certification
Rule.
. I understand by signing this form that I cannot submit my application until 30 calendar days after this pre-filing
meeting request.
. I also understand that DWR is not required to respond or grant the meeting request.
Your project's thirty-day clock started upon receipt of this application. You will receive notification regarding meeting location
and time if a meeting is necessary. You will receive notification when the thirty-day clock has expired,and you can submit an
application.
Signature*
Submittal Date 11/2/2020

Beasley, Troy
From: [e-mail]
Sent: Thursday, December 3, 2020 12:00 AM
To: Beasley, Troy
Cc: [e-mail]
Subject: Pre-Filing Meeting is not needed for Olive Branch Road - 20201653 Ver 1
The North Carolina Division of Water Resources has received the Pre-Filing Meeting Request Form for Olive Branch Road
that you submitted on 11/2/2020 12:05 PM.The ID number for that project is 20201653,Version 1.
It has been decided that no meeting is needed for this project.
Project file link: https://edocs.deq.nc.gov/WaterResources/Browse.aspx?dbid=0&startid=1341958
When you submit your application please upload a copy of the attached document in this email.
This email was automatically generated by Laserfiche workflow. Please do not respond to this email address, as
responses are not monitored.
i

■■ WithersRavenel
�. Our People.Your Success.
AGENT AUTHORIZATION

4• WithersRavenel
,. Our People.Your Success.
AUTHORITY FOR APPOINTMENT OF AGENT
The undersigned owner(s), Clayton Properties Group, Inc (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 ±216.83 acre property;Durham County
PIN:0860-02-52-5166; located at 1001 Olive Branch Road in Durham, NC.
The Client does hereby authorize that said agent has the authority to do the following acts
on behalf of the owner:
(1) To submit appropriate requests/applications and the required
supplemental materials;
(2) To attend meetings to give representation on behalf of the Client.
(3) To authorize access to subject property for the purpose of
environmental review by appropriate regulatory agencies.
This authorization shall continue in effect until completion of the contracted task or
termination by the Client.
Date: 1/12/2021
Agent's Name,Address &Telephone: Signature of Client:
WithersRavenel, Inc. Chris Simmering,VP of Land Acquisition&Development
(Name - Print) (Title)
115 MacKenan Drive
Cary, NC 27511 (Signature)
2521 Schiefflin Road, Suite 116
Tel.[phone]
Mailing Address
Apex NC 27502
City State Zip
Phone: [phone]
Email: [e-mail]
115 MacKenan Drive l Cary,NC 27511
t:919.469.3340 I f:919.467.6008 I www.withersravenel.com I License No.C-0832
Cary I Greensboro I Pittsboro I Raleigh I Wilmington

:: WithersRavenel
Our People.Your Success.
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a 1001 OLIVE BRANCH ROAD USGS QUAD (2019) - SE DURHAM 1�WithersRavenel
% Engineers I Planners I Surveyors
' DURHAM DURHAM COUNTY NORTH CAROLINA

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1 �-
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°� 1001 OLIVE BRANCH ROAD USGS QUAD (2019) SE DURHAM ; I WithersRavenel
7.
Engineers Planners Surveyors
' DURHAM DURHAM COUNTY NORTH CAROLINA

4.011 a
OurWithersR People.Your Success. venel
DURHAM CO. SOIL SURVEY

Ch ' - GRAPHIC SCALE
1 PfC ` 0 350 700
CN. , ' CrB
• r'\ 1 inch = 700 ft.
, �
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1001 OLIVE BRANCH ROAD DURHAM CO. SOIL SURVEY (1976) 414 Wi
EnthersRaPlannersvSu enel
7. SHEETS 28 & 33Engineers veyors
' DURHAM DURHAM COUNTY NORTH CAROLINA

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

Detailed Parcels Report Friday, July 13, 2018
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DURHAM
DORTax Maps are not to be used to establish boundaries and/or Hi COLIN A
size. Use for such is solely the responsibility of the user. QED N
1 B 6 9
PIN 0860-02-52-5166 Parcel ID 193368
Acreage 217.04400000 Land Use RES/RURAL RES W/
ACREAGE
Deed Book 006837 Deed Page 000108
Plat Book 000000 Plat Page 000000
Subdivision N/A- NO SUBDIVISION Site Address 1001 OLIVE BRANCH RD
Owner Name RALEIGH DURHAM RTP Owner Address C/O SSP SOUTHWEST
LLC LAND MGMNT L
2820 SELWYN AVE STE
500
CHARLOTTE , NC 28209
Land Value $3,297,435.00 Building Value $19,843.00
Total Value $3,317,278.00 Sale Price $3,240,000.00

:: WithersRavenel
Our People.Your Success.
APPROVED WETLAND/STREAM/BUFFER
DELINEATION EXHIBIT

• • I.A .-% :"; '4' j,T1�..,il'
4 — 4:�'M GRAPHIC SCALE
•
;
ry'l L St .fir. 0 350 700
. ",i �• 1 inch = 700 ft.
it .w , rV STREAM15 ., -'S, . . _ �. •' eir •rL rt. 04,,
^O SUBJECT TO BUFFERS
•f O �Qr (PERENNIAL) • ' •
•A ' ,tis3f. .'a
• M1OQCN\GNP 5 'girt• r '.:: 7
.•!f
Y
1}• WETLAND D.v. _ ..h%i' •'..--.Iti.��i '� � :.•
•
*F ,, .. ;1 j it. ' •, ,..- y, ;,,►
[' i s,(z >e5 ..,f: .5( . ...�.,�+4.'" _d.
?'{aidy I. TY'' ,... \�1 .., ,,'' f ,, -.... —. R•
.p�-i i Eby i
i.
"^r'' T�L''' �. � .'! N STREAM 14 • y .t 1, ASP
(.1'.4_ SUBJECT TO BUFFERS ' , • • •L Met 1:.fi��'
a> ). ti� ••l'1., (INTERMITTENT) 7i i'f'� r• .^
•
.. STREAM 13 rf-11
_ _ 7' NOT SUBJECT TO
_ y• .d - • BUFFERS 'S �+F..,. y�•.✓
- .. (INTERMITTENT) F 1 =
-‘1
STREAM 10 si r 4 • -
SUBJECT TO BUFFERS 1i.` t " .. `r
I ='
'''
'Al (INTERMITTENT) .• •" . -- " • 1
•
STREAM 12 .+
, SUBJECT TO BUFFERS
(INTERMITTENT) H ,
a PROJECT BOUNDARY `""
STREAM 9 ; �1 ..., �
SUBJECT TO BUFFERS '{
(INTERMITTENT)
STREAM 11
* SUBJECT TO BUFFERS 1 �I
` \ (INTERMITTENT) F •i .� ,v STREAM 10 .. .. ;,.�.�,:•
SUBJECT TO BUFFERS A
y .. (INTERMITTENT) _ '+ !e) V]r,6�� ..y .r '•1��1�•.w
S y. Y pf..
•' ' '
STREAM 7
STREAM 6 NOT SUBJECT
a TO y ..r6- •,."�' 1 •
BUFFERS NOT SUBJECT TO ! . -
t�.
BUFFERS (INTERMITTENT) • r - - - I-'
(INTERMITTENT) •'1 R _ i-
- •� .. - i •
t. eir
....r•,." -r{- STREAM 5 ' . `,
__r�� --.B .•..? . . , \ ONRflTTENT)
SUBJECT TO BUFFERS "� .ti, �� ? f
��� , '4' SUBJECT TO BUFFERS - .. w• R` %•S.
'
- .k P•'�:• , 1; 7�•
f' .,+ 0, r{• +y3d-1
•_ ". ,•,-; .. _ - -ro •c_ - STREAM 8
+ - NOT SUBJECT TO y
E yy w - BUFFERS STREAM 3 •
,.Y -- �''ram_ _ ''n, (INTERMITTENT) NOT SUBJECT TO a.� • ,
y STREAM 4 a
• .!. ., _.R•� _i•i, -_' a BUFFERS . NOT SUBJECT TO A� �?�i}1��y .'•.
-?�i _ {y� •�: (INTERMITTENT) BUFFERS ` �' 1 _L •
STREAM 17 STREAM 2 - - (INTERMITTENT) & 1IMIEEEI
• SUBJECT TO BUFFERS SUBJECT TO BUFFERS /. p
-4` :i�. " (INTERMITTENT) ,: a -- -
r (INTERMITTENT) _
.%. . f?
NOTES: 4L SUBJECT TO BUFFERS
_ 0 (PERENNIAL)
1) DELINEATION AND JURISDICTIONAL STATUS
FIELD VERIFIED BY ROSS SULLIVAN OF
USACE ON 11/14/2018(SAW-2018-01873). r S
2) BUFFER DETERMINATION ISSUED BY PERENNIAL
STREAM START 1.. so'NEUSE RIVER .
3 JEREMIAH DOW OF NCDWR ON 09/13/2018 zS i - - RIPARIAN BUFFER
(NBRRO#18-291). -Ni ti:...' v
3) WETLAND/STREAM LOCATIONS ARE J 4 rAt
APPROXIMATE,BASED ON GPS LOCATION, STREAM 17 ® f
g
DURHAM CO.GIS DATA AND TOPOGRAPHIC L''SUBJECT TO BUFFERS f or.�
INTERPRETATION. (PERENNIAL) y 1
ci
ifi
1 00 1 OLIVE BRANCH ROAD APPROVED WETLAND/BUFFER 110 WithersRavenel
01
DELINEATION EXHIBIT %.
Engineers 1 Planners 1 Surveyors
' DURHAM DURHAM COUNTY NORTH CAROLINA

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

ROY COOPER
over nor
MICHAEL S.REGAN
Secretary
_ LINDA CULPEPPER
Water Resources lnrrrint Director
Imironmental Quality
September 13,2018
Raleigh Durham RTP,LLC
Attn. Schott Coblentz
2820 Selwyn Ave.,Ste.500
Charlotte,NC 28209
Subject: 13uffer Determination Letter
NBRRO#18-291
Durham County
Determination Type:
Buffer Intermittent/Perennial
Neuse(15A NCAC 2B .0233)
lntermittentlPerennial Determination(where local buffer
❑Tar-Pamlico(15A NCAC 26 .0259) ordinances apply)
❑Jordan(!5A NCAC 2B.0267)
(governmental and/or interjurisdictional
projects)
Project Name: Olive Branch Road
Address/Location: 100l Olive Branch Road, Durham,NC 27703
Stream(s): UTs to Martin Creek& Lick Creek
Determination Date: 09/11/2018 Staff: Jeremiah Dow
Stream E/1/Plt1 Not [�) Subject Start@ Stop@ Soil USGS
Feature Subject Survey Togo
A P X Throughout X X
DWR Flag: Confluence wl
$ [ X 35.948573,-78.780175 Feature A X
DWR Flag:
C [ X Property Boundary 35.947779,-78.780830 X
(Becomes Perennial)
DWR Flag: Confluence wl
C P X 35.947779.-78.780830 Feature A X
D[Segm nt l} [ X Start at DWR Flag on DWR Flag: X
the West propeny line 35.951564:-78.778028
D[Segment 2) [ DWR Flag: DWR Flag: X x
35.951578,-78-775323 35.949951,-78.773572
E NP X — — X
F E X — — X
DWR Flag: Confluence wl
X 35.954365,-78.779239 Feature.1
X
(1)E=Ephemeral.[=intermittent,P=Perennial.NP=Not Present
(2)Refers to State riparian buffer rules only. Stream.wetland,or pond impacts are still subject to applicable water quality standards and permitting requirements.
- -. `Nothing Compares —
state of North Carolina I Environmental Quality I Water Resources I Raleigh Regional Office
1628 Mail service Center I Raleigh,North Carolina 2 7699-1 628
919 791-4200

1001 Olive Branch Road
Durham County
09/1 3/2018
Page 2 of 3
Stream E/I/Pttl Not Subjec Start@ Stop@ Soil USGS
Feature Subjectsal t Survey Topo
H 1 X DWR Flag: Confluence w X
35.957625,-78.778331 Feature J
[ i X DWR Flag: Confluence w' x
35.955329,-78.781347 Feature.;
J •
(Segment 1) 1 X DWR Flag: DWR Flag: X X
35.955317,-78.777701 35.957246.-78.780340
J[Segment 2} l XDWR Flag: Conf.w! X X
35.957418.-78.780581 Feature K
K P X Throughout X X
L I X DWR Flag: DWR Flag: x
35.960657.-78.779022 35.960872,-78.779406
M I X DWR Flag: * DWR Flag X X
35.963[86,-78.778280
N E X — — X
0 1 X DWR Flag: Confluence wl Not Depicted
35.949042,-78.777174 Feature A
F 1 X DWR Flag: Confluence wl Not Depicted
35.949145,-78.778576 Feature A
Q E X — — Not Depicted
R I X DWR Flag: Confluence w Not Depicted
35.95[072,-78.779180 Feature D
5 E X Not Depicted
T E X — Not Depicted
V [ XDWR Flag: Confluence w Not Depicted
35.952761,-78.780835 FeatureD
W I X DWR Flag: Confluence Not Depicted
35.951945,-78.781298 Feature D
(1)E=Ephemeral,[_]ntermntent,P—Perennial,NP=Not Present
(2)Refers to State nparian buffer rules only. Stream,wetland,or pond impacts are still subject to applicable water quality standards and permitting requirements.
Stan point does not reflect stream origin. Feature was not assessed upstream of the above referenced start point because it was too Far outside the site boundary
Explanation: The streams)/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 it to be subject to the buffer
rules. There may be other streams located on the property that do not show up 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 fora determination by the
Director shall be referred to the Director in writing. If sending via US Postal Service: do Karen Higgins;
DWR--401 &Buffer Permitting Unit; 1617 Mail Service Center;Raleigh,NC 27699-1617. If sending via
delivery service(UPS,FedEx,etc.):Karen Higgins;DWR—401& Buffer Permitting Unit;512 N.Salisbury
Street;Raleigh,NC 27604.

1001 Olive Branch Road
Durham County
09/13/2018
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 regard' is det ination,please feel free to contact Jeremiah Dow at(919)791-4248.
S cerel ,
Lh, /?v
J')'i
Danny Smith
Supervisor, Water Quality Regional Operations Center
cc: RRO DWR File Copy
Lyle Phillips,Withers& Ravenel,via email at [e-mail]

1001 Olive Br. Rd., Durham
Stream Determination #1.#1 .8-291
.„,.. ,i_ : • . . _7. -.„...-.4_.its .-,. •
•_...-,._ . _...usi . _ ..
r e' • .\ y r y• Feature M-Intermittent
Start point at:35.96318615.-78.77828097'
Feature K End:DWR Flag
I
Perennial Throughout '
'Start point does not reflect stream origin. Feature was
f E M ' not assessed upstream of start point because it was too
!r• ' �� far outside the site boundary.
. 't '
.. 4 . ;SIP ---u - -' Feature L-Intermittent i
ept • _ `r. ' 4. Start at DWR Flag: '
4, 35.96065748,-78.77902203 .• • ..*.$40
-•' • ` 1" 4 Stop at DWR Flag: ; - -
K 1fe4 • ,-. ...
. 35.96D87266.-78.77940656
Ir- - Feature J-Segment 2 -- , - j = s .
_ i_ K
Intermittent • • ....
Start at DWR Flag: ..t11. t • -- _ � ;..
d 35.95741837,-78,7805817 Feature H-Intermittent 5,...2� � :� �s� �-.�' ' Start at DWR Flag:
f 35.95782577,-78-77833125
s �^ w
lip,. -
� Feature I-Intermittent Y, (nE 2 ` --
PfE Start at DWR Flag: w lei '
35-95532929,-78.78134758 ~` Feature G-Intermittent
Start at DWR Flag: 4 •...
35.95436552,-78.7792396 d
Feature J-Segment 1 r -�- -. ._. 1 •
411
'• ' Interm ttent ■
Stag at DWR Flag. Y, Approximate Start of •
WSC 35.95531702,-78.77770149 ` '-• Feature G iC -,
•
w`e Feature E-Not Present
- • H./ Not Subject
Feature N-Ephemeralilt.„ hill. a -h 1 '
Not i i - ,4**4 Vii, Y
e Subject within 2!!'of
property boundary- r eta
Ilik '1 Feature F-Ephemeral �,.^! \1
• Not Subject Feature D-Segment 2
* Intermittent
Feature D-Segment 1 I ■ , e
. approximate Stop: +. / Start at DWR Flag:
35.95156498,-78.77802881 " , � .� 4 35.95157891.-78.77532347 A
•� - - - • -t- _ • • ,_1 i• •,,
Feature D-Segment 1 !.a ,- Feature D-Segment 2
ilk
Intermittent t• ! , `� approximate,-78.
.1 „ 11 35.949 -78.77357277
Start at DWR Flag on \ _ - . .•. ' �, Y
• \. west property boundary 7 Y _ '.
's�` Feature 8-Intermittent •
•r — _ C. Start at DWR Flag: NE '. '
- I Feature C-Intermittent / �+ 35.94857323,-78.78017535 + ' • I S
r' Start at Property Boundary ;,, '. ri r_.•eft-Ai• . I 1474'r
Transitions to Perennial stream at ''
35. -� _ ■ Ailix-
. �ws
..s� , -� "~ � _ tiles
�� j7trrF
Feature C-Approximate Perennial start point v 4 PeFearennial Throughout
,. at DWR Flag:35,94777947.-78.78083041 '-
AS 1 --- ''' r , .
Legend -°'_.--._. Map provided by NCDEQ Division
,'__,SCATS,.
Qr. ^Q of Water Resources
f :Tip
Approximate locations of ;� s,+. SY
- Intermittent/Perennial streams depicted �i: == Locations are approximate and are
on NRCS Soil Map s "
provided for reference only ::
Approximate Site Boundary , r� 0 500 1,000 2,000
' - Feet

1001 Olive Br. Rd. , Durham
Stream Determination #18-291
Feature M-Intermittent
Start point at;35.96318615.-78.77828097•
I Feature K End:DWR Flag
Perennial Throughout
Start point does not reflect stream origin. Feature was
not assessed upstream of start point because it was too
far outside the site boundary.
.'' 1
Feature J-Segment 2
' Intermittent
Start at DWR Flag:
35.95741837,-78.7805817
Feature J-Segment I
- approximate stop at:
35.95724638.-78.78034073
¢} I Feature J-Segment 1
Intermittent
Start at DVVR Flag;
i 35.95531702,-78.77770149
Feature D-Segment 2
Feature D-Segment 1 Intermittent
approximate Stop: Start at DWR Flag;
35.95156498.-78.77802881 35.95157891,-78.77532347
Feature❑-Segment 1 •
Feature D-Segment 2
Intermittent approximate Stop;
Start at DWR Flag on 35.94995122,-78,77357277
west property boundary
Feature A
Perennial Throughout i
USGS The National Map: National Boundaries Dataset,National Elevation
Dataset,Geographic Names Information System,National Hydrography
Dataset,National Land Cover Database,National Structures Dataset,and
N National Transportation Dataset:U.S.Census Bureau-TIGER/Line:HERE
Road Data. Data Refreshed July.2017.
Legend 651'°7 •.•••
Map provided by NCDEQ Division
,� 4. of Water Resources
Approximate Site Boundary
Locations are approximate and are
provided for reference only ::
0 500 1,000 2,000
Feet

1001 Olive Br. Rd. , Durham
Stream Determination #18-291
This map t seamce
on site butdepic are not s depictedtr swhi on theh NRCSwereidentifi Soil d Map
N or USGS Topo Map and aretherefore not subject to
the State of North Carolina Riparian Buffer Regulations.
These streams are subject to all other applicable North
+� Carolina stream standards and permitting requirements
as outlined in 15A NCAC 02B, and may be subject to
local riparian buffer ordinances.
•
Feature V
Intermittent
Start at DWR Flag:
35.95276124,-78.78083588
•
Feature W
Intermittent Feature 0
Start at DWR Flag Intermittent
35.9519459,-78.78129824 • Start at DWR Flag:
35.94904237,-78.77717469 ,
•
Feature R
Intermittent
Start at DWR Flag 1
35.95107212,-78.77918064
10'
Feature P
Intermittent
IStart at DWR Flag:
35.94914599,-78.77857682 USGS The National Map: National Boundaries Dataset,National Elevation
Dataset,Geographic Names Information System,National Hydrography
Dataset, National Land Cover Database, National Structures Dataset,and
National Transportation Dataset: U.S.Census Bureau-TIGER/Line;HERE
Road Data. Data Refreshed July,2017.
Map provided by NCDEQ Division
Legend aN+? . of Water Resources
Approx. location of streams Identified on � ==
,� r_.� Locations are approximate and are
site but not depicted on NRCS Soil Map f g � provided for reference only
or USGS Topo Map �,
Approximate Site Boundary 7..4st ROAM '.!" 0 500 1,000 2,000
Feet

:: WithersRavenel
Our People.Your Success.
USACE EMAIL CONFIRMING FIELD
VERIFICATION OF DELINEATION

From: Sullivan,Roscoe L III CIV(US)
To: Phillips. Lyle
Subject: RE: [Non-DoD Source]RE: (SAW-2018-01873)-1001 Olive Branch Road(WR#02180318.00)-Request for
Preliminary Jurisdictional Determination(UNCLASSIFIED)
Date: Tuesday,December 4,2018 1:11:51 PM
CLASSIFICATION: UNCLASSIFIED
Hey Lyle,
I conducted a site visit with you at the above referenced property on 11/14/2018 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 11/14/2018 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.
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: http://corpsmapu.usace.army.mil/cm_apex/f?p=136:4:0
Thank you for taking the time to visit this site and complete the survey.
From: Phillips, Lyle [mailto:[e-mail]]
Sent: Wednesday, November 14, 2018 3:34 PM
To: Sullivan, Roscoe L III CIV(US) <[e-mail]>
Subject: [Non-DoD Source] RE: (SAW-2018-01873) - 1001 Olive Branch Road (WR#02180318.00) -
Request for Preliminary Jurisdictional Determination
Hey Ross,

This email is in follow-up to our site meeting on 11/14/2018 to verify the delineation for 1001 Olive
Branch Road site, located at 1001 Olive Branch Road in Durham, NC. During the site review, you field
verified the delineation as depicted in the attached Approved Delineation Exhibit. I have also
attached an updated data form for your records.
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. If there is no proposed impacts with the final design I will follow up
stating that your concurrence email is sufficient for our needs and issuance of a JD is not necessary.
Let me know if you need any further information and thanks again for your help with this project.
Lyle Phillips
From: Phillips, Lyle
Sent: Wednesday, September 26, 2018 2:55 PM
To: 'Sullivan, Roscoe L III CIV (US)' <[e-mail]>
Subject: RE: (SAW-2018-01873) - 1001 Olive Branch Road (WR#02180318.00) - Request for
Preliminary Jurisdictional Determination
Ross,
Works for me. There's a driveway with a gate located at 35.954830, -78.775491 that we can meet at
(see attached exhibit).
See you November 14th at 10:00am.
Thanks!
Lyle
From: Sullivan, Roscoe L III CIV (US) <Roscoe.L.SullivanPusace.army.mil>
Sent: Wednesday, September 26, 2018 11:34 AM
To: Phillips, Lyle <Iphillips(a withersravenel.com>
Subject: RE: 1001 Olive Branch Road (WR#02180318.00) - Request for Preliminary Jurisdictional
Determination
Hey Lyle,
My first available date for a site visit is Wednesday, November 14. We could meet at 10 am. Just let
me know if this date/time works for you.

The Corps Action ID SAW-2018-01873 has been issued for this project. Please reference this Action
ID in all future correspondence.
Best,
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.sullivanPusace.army.mil
We would appreciate your feedback on how we are performing our duties. Our automated
Customer Service Survey is located at: Blockedhttp://corpsmapu.usace.army.mil/cm_apex/f?
p=136:4:0
Thank you for taking the time to visit this site and complete the survey.
From: Phillips, Lyle [mailto:lphillipsPwithersravenel.com]
Sent: Monday, September 24, 2018 4:38 PM
To: Sullivan, Roscoe L III CIV(US) <Roscoe.L.SullivanPusace.army.mil>
Subject: [Non-DoD Source] 1001 Olive Branch Road (WR#02180318.00) - Request for Preliminary
Jurisdictional Determination
Good Afternoon Ross,
I've attached a request for Preliminary JD for 1001 Olive Branch Road site, located at 1001 Olive
Branch Road in Durham, NC.
This site is± 216.8 acres and comprised of undeveloped woodlands and a small abandoned
homestead.
During the site review WithersRavenel identified 17 Streams and 7 potential wetlands.This site was
a head scratcher, which I why I've watermarked the data forms as a draft. Based on the regional
supplement I was not able to find hydric soils. However,these areas meet the eye test as wetlands.
The soils on this site are deep red in color and could be categorized as naturally problematic "red
parent" soils, however the "red parent" soils are not applicable in LLR P. I've also attached as an
appendix a Buffer and E/I/P determination from NCDWR.
Please take a look at the attached request and let me know your availability for a site visit. The site
visit would take all day to verify all stream starts and take a look at the wetlands.
Thanks for your help, and please let me know if you need any additional information.

115 MacKenan Drive I Cary. NC 27511
Office: 919.469.3340 I Direct: 919.535.5165
IphillipsC�withersravenel.com
11111
CONFIDENTIAL ITY AND NONDISCI OSURF
CLASSIFICATION: UNCLASSIFIED

•
• GRAPHIC SCALE
STREAM STREAM 16 +.' 0 350 700
STOP POTENTIAL NON-WETLAND
-. •- WATERS OF US
• 1 inch = 700ft.
L ,
• . STREAM 15
•�
_ POTENTIAL R ••••••
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Ql y WATERSS OF US .....
L •• ••
•
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•
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• - • WATERS OF US'I ,T...`-"'
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•
- REVIEW AREA
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5-13 START
•
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• +S START
-••y • STREAM 11 .
POTENTIAL NON-WETLAND i1„
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POTENTIAL NON-WETLAND r
WATERS OF US `-S-12 START ,
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'- I'I r ',�Y
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WATERS OF US pe}• r-'
STREAM 6 • J • WETL - DA 'r .S Y'-
POTENTIAL TLANU
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POTENTIAL NON-WETLAND - - WATERS OF US 'ly,- -
• CULVERT .
i - WATERS OF US - -
•
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STREAMS • .N _ ,��' V'f_ POTENTIALS ON-WET
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RESTART .
-- / DP-1 8 DP-2.ri _
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- STREAM 8 s-s START Y'�
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-
STREAM 2 STREAM 3 STREAM 4 ••• ' I,•
-
o POTENTIAL POTENTIAL ••
- POTENTIAL NON-WETLAND •::.' ,,WETLAND E
NON-WETLAND WATERS OF US NON-WETLAND •.
WATERS OF US _ - WATERS OF US V. POTENTIAL WETLAND r,
—5-9 START •R WATERS •OF US '4
rn
- _ - S-4 STARTS
J
i' / F
�— •
"' PERENNIAL S-8 START-� •••• STREAM 1
- STA1RT •0 - .POTENTIAL NON-WETLAND
NOTE c \ WATERS OF US / .
E 1) DELINEATION AND JURISDICTIONAL STATUS
FIELD VERIFIED BY ROSS SULLIVAN OF • : ' '
USAGE ON 11/14/2018. STREAM 1• ,�.- S�f►��
2) BUFFER DETERMINATION ISSUED BY •�•
` POTENTIAL NON-WETLAND"''r
JEREMIAH DOW OF NCDWR ON 09/13/2018. D'•
WATERS OF US • 1
3) WETLAND/STREAM LOCATIONS ARE '": '� }
_ APPROXIMATE,BASED ON GPS LOCATION, STREAM 17 ---WETLAND F r j
DURHAM CO.GIS DATA AND TOPOGRAPHIC POTENTIAL NON-WETLAND WETLAND G POTENTIAL WETLAND •
ti' ,•
WATERS OF US POTENTIAL WETLAND WATERS OF US ,4 �
INTERPRETATION. WATERS OF Us • r 1
1 00 1 OLIVE BRANCH ROAD APPROVED WETLAND %. WithersRavenel
DELINEATION EXHIBIT %. Engineers I Planners I Surveyors
x DURHAM DURHAM COUNTY NORTH CAROLINA

:: WithersRavenel
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NCNHP PROJECT REVIEW LETTER

▪ ray Roy Cooper. Governor
■� i NC DEPARTMENT OF Susi Hamilton.Secretary
■■*.•a NATURAL AND CULTURAL RESOURCES
■ s•■
Walter Clark. Director.Land and Water Stewardship
NCNHDE-13722
January 14, 2021
Troy Beasley
Withers & Ravenel
115 MacKenan Drive
Cary, NC 27511
RE: 1001 Olive Branch Rd Subdivision; 02180310.00
Dear Troy Beasley:
The North Carolina Natural Heritage Program (NCNHP) appreciates the opportunity to provide
information about natural heritage resources for the project referenced above.
A query of the NCNHP database indicates that there are records for rare species, important natural
communities, natural areas, and/or conservation/managed areas within the proposed project
boundary. These results are presented in the attached `Documented Occurrences' tables and map.
The attached 'Potential Occurrences' table summarizes rare species and natural communities that
have been documented within a one-mile radius of the property boundary. The proximity of these
records suggests that these natural heritage elements may potentially be present in the project area
if suitable habitat exists. Tables of natural areas and conservation/managed areas within a one-mile
radius of the project area, if any, are also included in this report.
If a Federally-listed species is documented within the project area or indicated within a one-mile
radius of the project area, the NCNHP recommends contacting the US Fish and Wildlife Service
(USFWS) for guidance. Contact information for USFWS offices in North Carolina is found here:
httos://www.fws.gov/offices/Di rectory/ListOffices.cfm?statecode=37.
Please note that natural heritage element data are maintained for the purposes of conservation
planning, project review, and scientific research, and are not intended for use as the primary criteria
for regulatory decisions. Information provided by the NCNHP database may not be published
without prior written notification to the NCNHP, and the NCNHP must be credited as an information
source in these publications. Maps of NCNHP data may not be redistributed without permission.
Also please note that the NC Natural Heritage Program may follow this letter with additional
correspondence if a Dedicated Nature Preserve, Registered Heritage Area, Land and Water Fund
easement, or an occurrence of a Federally-listed species is documented near the project area.
If you have questions regarding the information provided in this letter or need additional assistance,
please contact Rodney A. Butler at [e-mail] or 919-707-8603.
Sincerely,
NC Natural Heritage Program
DEPARTMENT OF NATURAL AND CULTURAL RESOURCES
j 1:1 W.JONES STREET,RALEIGI I.NC 27603 1CS1 MAIL SERVICE CENTER.RALEIGH.NC 27699
OFC 919707.9M • FAx [phone]

Natural Heritage Element Occurrences, Natural Areas, and Managed Areas Intersecting the Project Area
1001 Olive Branch Rd Subdivision
Project No. 02180310.00
January 14, 2021
NCNHDE-13722
No Element Occurrences are Documented within the Project Area
There are no documented element occurrences (of medium to very high accuracy) that intersect with the project area. Please note, however, that although the
NCNHP database does not show records for rare species within the project area, it does not necessarily mean that they are not present; it may simply mean that
the area has not been surveyed. The use of Natural Heritage Program data should not be substituted for actual field surveys if needed, particularly if the project
area contains suitable habitat for rare species. If rare species are found, the NCNHP would appreciate receiving this information so that we may update our
database.
Natural Areas Documented Within Project Area
Site Name Representational Rating Collective Rating
Middle Lick Creek Bottomlands R3 (High) C5 (General)
No Managed Areas Documented within the Project Area
Definitions and an explanation of status designations and codes can be found at httos://ncnhde.natureserve.ora/helo. Data query generated on January 14,2021;source: NCNHP, Q3 October 2020.
Please resubmit your information request if more than one year elapses before project initiation as new information is continually added to the NCNHP database.
Page 2 of 4

Natural Heritage Element Occurrences, Natural Areas, and Managed Areas Within a One-mile Radius of the Project Area
1001 Olive Branch Rd Subdivision
Project No. 02180310.00
January 14, 2021
NCNHDE-13722
Element Occurrences Documented Within a One-mile Radius of the Project Area
Taxonomic EO ID Scientific Name Common Name Last Element Accuracy Federal State Global State
Group Observation Occurrence Status Status Rank Rank
Date Rank
Natural 40073 Dry-Mesic --- 2020-07 B 2-High --- --- G4G5 S4
Community Oak--Hickory Forest
(Piedmont Subtype)
Natural 40072 Mesic Mixed Hardwood--- 2020-07 C 2-High --- --- G3G4 S4
Community Forest (Piedmont
Subtype)
Natural 40071 Piedmont Levee Forest--- 2020-07 B 2-High --- --- G3G4 S3S4
Community (Typic Subtype)
Natural Areas Documented Within a One-mile Radius of the Project Area
Site Name Representational Rating Collective Rating
Middle Lick Creek Bottomlands R3 (High) C5 (General)
Managed Areas Documented Within a One-mile Radius of the Project Area
Managed Area Name Owner Owner
Triangle Greenways Council Preserve Triangle Greenways Council Private
Definitions and an explanation of status designations and codes can be found at httas://ncnhde.natureserve.ora/hela. Data query generated on January 14,2021;source: NCNHP, Q3 October 2020.
Please resubmit your information request if more than one year elapses before project initiation as new information is continually added to the NCNHP database.
Page 3 of 4

NCNHDE-13722: 1001 Olive Branch Rd Subdivisiong
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S .pf _ 496 R f v
January 14,2021 1:32,300
❑ Project Boundary ; + 0.275f f 0-55 i'1 mi
I �
❑ Buffered Project Boundary 0 0-425 a-as -7 km
NHP Natural Area(NHNA m Sources:Ear.HERS,Garmin.Inlerap,Increment P Corp..GERCO,USGS,
l FAO,NPS,NRCAN.GeoBase,ION,Kedaster NL.Ordnance Survey,Eva.Japan,
MET!.ESri China(Hung Kpr.l,[c]Gper.$keeVrla➢Caeh6alrre,and the GI$
❑ Managed Area(MAREA) User°°"'aunty
Page 4 of 4

:: WithersRavenel
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USFWS T&E LIST FOR DURHAM CO.

Endangered Species, Threatened Species, and Candidate Species,
Durham County, North Carolina
11140..
tar
Updated: 07-17-2020
Common Name Scientific name Federal Record Status
Status
Vertebrate:
Bald eagle Haliaeetus leucocephalus BGPA Current
Carolina madtom Range by Basin Noturus furiosus ARS Current
Neuse River waterdog Range by Necturus lewisi ARS Current
basin
Invertebrate:
Atlantic pigtoe Range by Basin Fusconaia masoni ARS Current
Dwarf wedgemusselRange by Alasmidonta heterodon E Current
basin
Green floater Lasmigona subviridis ARS Current
Septima's clubtail Gomphus septima ARS Historical
Vascular Plant:
Michaux's sumac Rhus michauxii E Current
Smooth coneflower Echinacea laevigata E Current
Nonvascular Plant:
Lichen:
Definitions of Federal Status Codes:
E= endangered. A taxon "in danger of extinction throughout all or a significant portion of its range."
T=threatened. A taxon "likely to become endangered within the foreseeable future throughout all or a
significant portion of its range."
C =candidate. A taxon under consideration for official listing for which there is sufficient information to support
listing. (Formerly "Cl" candidate species.)
BGPA=Bald and Golden Eagle Protection Act. See below.
ARS =At Risk Species. Species that are Petitioned, Candidates or Proposed for Listing under the Endangered
Species Act. Consultation under Section 7(a)(2) of the ESA is not required for Candidate or Proposed species;
although a Conference, as described under Section 7(a)(4) of the ESA is recommended for actions affecting
species proposed for listing.
T(S/A) =threatened due to similarity of appearance. A taxon that is threatened due to similarity of appearance
with another listed species and is listed for its protection. Taxa listed as T(S/A) are not biologically endangered

or threatened and are not subject to Section 7 consultation. See below.
EXP = experimental population. A taxon listed as experimental (either essential or nonessential). Experimental,
nonessential populations of endangered species (e.g., red wolf) are treated as threatened species on public land,
for consultation purposes, and as species proposed for listing on private land.
P=proposed. Taxa proposed for official listing as endangered or threatened will be noted as "PE" or "PT",
respectively.
Bald and Golden Eagle Protection Act (BGPA)_
In the July 9, 2007 Federal Register( 72:37346-37372), the bald eagle was declared recovered, and removed (de-
listed) from the Federal List of Threatened and Endangered wildlife. This delisting took effect August 8,2007.
After delisting, the Bald and Golden Eagle Protection Act(Eagle Act) (16 U.S.C. 668-668d)becomes the
primary law protecting bald eagles. The Eagle Act prohibits take of bald and golden eagles and provides a
statutory definition of"take" that includes "disturb". The USFWS has developed National Bald Eagle
Management Guidelines to provide guidance to land managers, landowners, and others as to how to avoid
disturbing bald eagles. For mor information, visit http://www.fws.gov/migratorybirds/baldeagle.htm
Threatened due to similarity of appearance(T(SS/A))_
In the November 4, 1997 Federal Register(55822-55825), the northern population of the bog turtle (from New
York south to Maryland)was listed as T (threatened), and the southern population(from Virginia south to
Georgia) was listed as T(S/A) (threatened due to similarity of appearance). The T(S/A) designation bans the
collection and interstate and international commercial trade of bog turtles from the southern population. The
T(S/A) designation has no effect on land management activities by private landowners in North Carolina,part of
the southern population of the species. In addition to its official status as T(S/A), the U.S. Fish and Wildlife
Service considers the southern population of the bog turtle as a Federal species of concern due to habitat loss.
Definitions of Record Status:
Current- Based on NC Natural Heritage Program information, this taxon is considered to be extant in the
county.
Historical -Based on NC Natural Heritage Program information, this taxon is considered to be historical in the
county, meaning that all recorded occurrences are either extirpated, have not been found in recent surveys, or
have not been surveyed recently enough to be confident they are still present.
Obscure - the date and/or location of observation is uncertain.
Incidental/migrant-the species was observed outside of its normal range or habitat.
Probable/potential - the species is considered likely to occur in this county based on the proximity of known
records (in adjacent counties), the presence of potentially suitable habitat, or both.

:: WithersRavenel
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WI LDLAN DS HOLDINGS STATEMENT OF
AVAILABILITY FOR WETLAND
AND BUFFER MITIGATION

WILDLANDS ��IIIH
HOLDINGS
Wetland Mitigation Statement of Availability
December 31, 2020
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" 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: 6.26 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

HOLDINGS WILDLANDS ��IIIH
Sincerely,
Ashley N.Yarsinske
Wildlands Engineering, Inc.
Marketing& Credit Sales
[e-mail]
0: [phone] ext. 124
M: [phone]
Cc: Ms. Katie Merritt I NC Division of Water Resources (bi-annually)
Mr.Troy Beasley I WithersRavenel
Wildlands Holdings III, LLC • Wildlands Engineering, Inc • 1430 South Mint Street,Suite 104,Charlotte,NC 28203

WILDLANDS -�
HOLDINGS w`jx
Neuse 01 Riparian Buffer Credits Statement of Availability
January 15, 2021
Clayton Properties Group, Inc.
Attn: Chris Simmering
2521 Schieffelin Road, Suite 116
Apex, NC 27502
RE: Availability of Riparian Buffer Credits for the "1001 Olive Branch Road Subdivision" project
Bank Name: Catfish Pond II Mitigation Bank Instrument (MBI)
Bank Site: Catfish Pond II Bank Parcel
Bank Sponsor: Wildlands Holdings V, LLC
DWR Project Number: 2018-0196v2
Permittee: Clayton Properties Group, Inc.
Riparian Buffer Credits Needed: 58,248.000 sq.ft.
Riparian Buffer Credits Available: 81,969.949 sq. ft.
Neuse 03020201 River Basin (Upper Falls Watershed)
Dear Mr. Simmering,
Wildlands Holdings V, LLC currently has sufficient riparian buffer credits from the Catfish Pond II
Mitigation Bank Instrument(MBI)-Catfish Pond II Bank Parcel to satisfy the riparian buffer mitigation
requirements related to the above-mentioned project. The project is located within the service area
(HUC 03020201 Upper Falls Watershed) of the Bank.
This letter is simply a statement of availability of credits as of the date written. Although current
inventory is high,the 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 at no cost.
Final transfer of the credits will be made upon receipt of a copy of the 401 Water Quality Certification
Authorization Certificate from the NC Department of Environmental Quality approving the Riparian
Buffer mitigation purchase from the Bank and upon receipt of your payment to Wildlands Holdings V,
LLC. 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
[phone] 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,NC 28203

WILDLANDS rTh
HOLDINGS "'VH
Sincerely,
Ashley N.Yarsinske
Wildlands Engineering, Inc.
Marketing& 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
Mr.Troy Beasley I WithersRavenel
Wildlands Holdings V,LLC • Wildlands Engineering,Inc • 1430 South Mint Street,Suite 104,Charlotte,NC 28203

:: WithersRavenel
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NCDMS LETTER OF ACCEPTANCE
FOR STREAM MITIGATION

.0,STATE OF %,,
01\
= n D S
Mut Is,n
'fEgc WAMNd`�*��=
ROY COOPER NORTH CAROLINA
Governor Environmental Quality
MICHAEL S.REGAN
Secretary January 12, 2021
TIM BAUMGARTNER
Director
Chris Simmering
Clayton Properties Group, Inc
2521 Schieffelin Rd, Suite 116
Apex, NC 27502 Expiration of Acceptance: 7/12/2021
Project: 1001 Olive Branch Road Subdivision County: Durham
The purpose of this letter is to notify you that the NCDEQ Division of Mitigation Services (DMS) is willing to
accept payment for compensatory mitigation for impacts associated with the above referenced project as
indicated in the table below. Please note that this decision does not assure that participation in the DMS in-
lieu fee mitigation program will be approved by the permit issuing agencies as mitigation for project impacts.
It is the responsibility of the applicant to contact permitting agencies to determine if payment to the DMS will
be approved. You must also comply with all other state, federal or local government permits, regulations or
authorizations associated with the proposed activity including G.S. § 143-214.11.
This acceptance is valid for six months from the date of this letter and is not transferable. If we have not
received a copy of the issued 404 Permit/401 Certification within this time frame, this acceptance will
expire. It is the applicant's responsibility to send copies of the permits to DMS. Once DMS receives a copy
of the permit(s) an invoice will be issued based on the required mitigation in that permit and payment must
be made prior to conducting the authorized work. The amount of the in-lieu fee to be paid by an applicant is
calculated based upon the Fee Schedule and policies listed on the DMS website.
Based on the information supplied by you in your request to use the DMS, the impacts for which you are
requesting compensatory mitigation credit are summarized in the following table. The amount of mitigation
required and assigned to DMS for this impact is determined by permitting agencies and may exceed the
impact amounts shown below.
River Basin Impact Location Impact Type Impact Quantity
(8-digit HUC)
Neuse 03020201 Warm Stream 657
Neuse 03020201 Riparian Buffer 15,737
Neuse 03020201 Riparian Buffer 7,358
Upon receipt of payment, DMS will take responsibility for providing the compensatory mitigation. The
mitigation will be performed in accordance with the In-Lieu Fee Program instrument dated July 28, 2010 and
15A NCAC 02B .0295 as applicable. Thank you for your interest in the DMS in-lieu fee mitigation program.
If you have any questions or need additional information, please contact [e-mail].
Sincerely,
Attivipkilke'Vykv
FOR James. B Stanfill
Asset Management Supervisor
cc: Troy Beasley, agent
NORTH CAROLINA Q
Department of Environmental Nall\ie.*/
North Carolina Department of Environmental Quality I Division of Mitigation Services
217 W.Jones Street 11652 Mail Service Center I Raleigh,North Carolina 27699-1652
919.707.8976

:: WithersRavenel
Our People.Your Success.
SITE PLANS

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:: WithersRavenel
Our People.Your Success.
WETLAND & STREAM IMPACT MAPS

SHEET M`2
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\I 111:::"..N
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a c~i TEMPORARY PERMANENT PERMANENTPERMANENT SECONDARY
m el IMPACT SPECIFICATION (NO FUNCTIONAL LOSS) (FUNCTIONAL LOSS)
11, ` ` ``/ /• `` / _ STREAM WETLANDS STREAM STREAM WETLANDS STREAM
SHEET J �� (LF) (SF) (SF) (AC) (LF) (SF) (LF) (SF) (SF) (AC) (LF) (SF)
• �" !�� r� J�0�U0�°� B 1 SEWER CROSSING - _ 3,136 0.072 - - - - - - - -
NI
•Y„� \ ,'., • . �,/ / �i Ey.160 02 SEWER CROSSING 8 139 - - - - - - - -
\ \ C 3 SEWER CROSSING - - 426 0.010
1 D 4 SEWER CROSSING 30 310
.. � `'� \ -
E 32 ROAD CROSSING 92 312
E I ) 5 ROAD CROSSING 5 113
/ \ F 6 ROAD CROSSING - - - - - - 113 1850 - - - -
E /� SHEET M-1 '\ / 7 RIP-RAP DISSIPATOR - - - 13 98
—�� \ 8 ROAD CROSSING 7 58 - - - - - - - - -
G 33 ROAD CROSSING - - - - - - - 73 172
Z.
9 ROAD CROSSING 9 122 - - - - - - - - - -
4 10 ROAD CROSSING - - - - - - 133 1556 - - - -
H -
-
e 11 RIP-RAP DISSIPATOR - - - - 26 113 - - - - - -
12 ROAD CROSSING 6 25 --
aO I 13 ROAD CROSSING8,247 0.189
w
13a HEADWALL INSTALLATION 558 0.013
J 14 SEWER CROSSING 30 233 - - - - - - - -
GRAPHIC SCALE
K 15 SEWER CROSSING 6 25 - - - - - - - - - -
500 0 250 500 1000
I L 16 SEWER CROSSING 39 155 - - - - - - - - - -
27 UTILITY CROSSING 23 322 - - - - - - -
M-1
1 inch=500 Ft. 28 UTILITY CROSSING - - 514 0.012 - - - - - - -
`e
M-2 29 UTILITY CROSSING 24 574 _ _
TOTAL 187 2,076 1,498 0.035 39 211 246 3,406 8,247 0.189 165 484
° No. Revision Do.e By Desl ner ca
WR Scale AS NOTED 10 WithersRaveneI
g F`e'`-
WR 12/7/20
Drawn By Date 1001 OLIVE BRANCH ROAD OVERALL IMPACTS MAP 1/ Engineers IPlannersISurveyors A
Checked By lob No. 115 MacKenan Drive Cary,NC 27511
WR 2180318 DURHAM DURHAM COUNTY NORTH CAROLINA t:919.469.3340I license#:C-0832Iwww.withersraveneLcom

OP�1 , 50'NEUSE \ \ . \ \ 2-ill
\ \\ \ 50'NEUSE \ IMPACT LEGEND /
��`��� \ 6 RIPARIAN ZONE /) /, MH 7 .< \ RIPARIAN ZONE 2
G �' k BUFFER ������j PERMANENT WETLANDS
/4/<(/' O�PJQ'- 30'ACCESS -�/ \ 2 BUFFER / /oQ EASEMNT �" / / \ 30'NEUSEi'�i•�'�� TEMPORARY WETLANDS+ / \\ TEMPORARY EXISTING • // \ \ RIPARIAN ZONE 1 .���� PERMANENT STREAM(NO FUNCTIONAL LOSS)
ITS OF \� \ 15'CONSTRUCTION �/ / \BUFFER PERMANENT STREAM(FUNCTIONAL LOSS)
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,� I \ 'II,. \ / / / \PERMITTED019 00337
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Sheet No
E WE 12/7/20
— Drawn By Date 1001 OLIVE BRANCH ROAD WETLAND & STREAM IMPACT MAP 1/ EngineersIPlannersIurveyS Ors B
Checked By ]ob No. 115 MacKenan Drive I Cary,NC 27511
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\ \ \ \ \\ - _r /' / J IMPACT LEGEND
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1. Drawn By WR Date 12/7/20 1001 OLIVE BRANCH ROAD WETLAND & STREAM IMPACT MAP 1/ Engineers�Planners�Surveyors
Checked By Job No. 115 MacKenan Drivel Cary,NC 27511
WR 2180318 DURHAM DURHAM COUNTY NORTH CAROLINA t:919.469.3340lIicense#:C-0B32Iwww.withersravenel.com

\ ; \I\ \ \ / / 1 11;" / /" /1 / / i / y / // / / / // IMPACT LEGEND
\ \ \ I / / / III / / / I , 111 / / \/ /
\ \ \ \ I / \\\ 0) STREAM 12 // f/ / •� ��, / / / ��� \�` // ;_-_-_-5 PERMANENT WETLANDS
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M M v 4O \ \\( I / /, , I I T I II V I 360
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I•, \ 30 0 15 30 60
\ \ �. \ ` \ \ \ LIMITS OF A\ III ( \ /,1�� I / `. /� I I I I
—362- \-i'� \ \ I 1 \ I I I\ DISTURBANCE A,�1 I I ) \\ \ / .:..,j� C'�,,p \I \ I11 � \\ �, Ipit
� l (l l \ \ \\ \ I / . f inch=30ft.
I1
o No. Revision Date By Designer WR Scale AS NOTED �/ WithersRavenel Sheet No.
Drawn By WR Date 12m20 1001 OLIVE BRANCH ROAD WETLAND & STREAM IMPACT MAP 1/ Engineers lPlannersl Surveyors D
Checked By Job No. I 115 MacKenan Drive I Cary,NC 27511
WR 2180318 DURHAM DURHAM COUNTY NORTH CAROLINA t:919.469.3340I license#:C-0B32Iwww.withersravenel.com

N
/ �° / I JI I 130'NEUSE RIPARIAN 1 /J S/ /N IP/
// IMPACT LEGEND
N I / / / / / 12/ ZONE 1 BUFFER / { I �-�♦ PERMANENT WETLANDS
N if
'b STREAM 11 / �i / / / / /i/� ///i / 1 / / /
/ ` INTERMITTENT 43 orb ooa oti o/ // /i / / /
/ / , o 00 43 /// 0 /// / / V//% TEMPORARY WETLANDS
/ 1,, / / /// "a /// / 50 NEUSE RIPARIAN
N co // LIMITS OF /� / /// //// / ZONE 2 BUFFER / PERMANENT STREAM(NO FUNCTIONAL LOSS)
N M N o f5 DISTURBANCE / �/\ /'/ /// / / /il i i
N �' "' I I•1%* \ / / , //j//// rhiD o , \ I / / . . PERMANENT STREAM(FUNCTIONAL LOSS)
n IMPACT#32 ,t ( ljj// / o � / / ^ 1 I / o TEMPORARY STREAM
\ Al)—.� III / / / / ' // / l -.
SECONDARY STREAM IMPACT I / \� / s i, I I \\\\ — / / / oo� �''.. \\\ / N / SECONDARY STREAM IMPACT
ROAD CROSSING \ I //\ `irtr I \\ / // i i:.r o 01: \(\\` 1.
- 92LF(312SF) VP , III
��,, ,��� / �� V �?�� �� CULVERT UPSTREAM CULVERT DOWNSTREAM
35� \ I � `\ I I'I TOP�F/ i�i ♦r�ij. 39 �\ 355 355 355 355
=�-348 ,f►��� �+ I� BAN
N�.N,V I -..s. / / �342 / // I\0 I. ii I
350 \ �1
l � �`' ��� �� `� � , 344 I � / PROPOSED -
352 �_� ��1�• �.1/� / 346 • GRADE PROPOSED
M H 107 ' 35 I �T 5;, 111 I
�_ WI
"hi
� %'`�•._i �l / ` \ GRADE
348 �
�� /�� /`/ /� / / / 350 350 350 350
ts:
�� 8"p am►, ��;rN;N./410/� x00 352 :11:
oh��
V w / 1 TREES rrGr,V O � �1,,r '�II��` � �� 3 //(50 pU8 IC RA40 T. a�•,n - I --► 356 W �/or ■ =- _ _ —� ... . .. .. / _ 11 ,�`{� , �� � NG /�L—1•� / /// ��'I lk �'�! �-� LL 345 345 345 345
/ �� _ 20'W X 10'H
' ������ -��r�/�:'�_ _ CONCRETEi I i 1 I 3 1� '�1/4/ % __-- r _ BOTTOMLESS
\'��� �� �� ��� � � ��� ����_� � 8rrCULVERTr \
Pvc-
,f 6 GRAVEL -�4 0" IIj PEDESTRIAN TRAIL /A�� �.�� ir\' l��I -�i� 340 340 340 340
it
■ \ / :4:21
f'' sti\\� 35 �� /
,(1 \ / / / / ����,�� �2\)� �� / 34B >> \ - 20'WX10'H
0.
s ■ 440 / / / / .`i•1�1r% 1 / 3g 54 �_ ♦ \ l CONCRETE
r / / / / / / / . a t 3S 2 %IN% I 1 ., BOTTOMLESS /
tit / / / / ��?� '. , 0 ``j ♦/ — 1/ \ / \ CULVERT
•
s fI � ) / i t \ 48��I �/ / / / \/ �r�..�j.� ; , •; ; / \`t `: ' L 20'W X 10'H X 88'L CONCRETE '� 335 335 335 \ 335
3 k7 / / / / / / / / \ ;, ter; < = --— / / \�` !��,/ //� / ` BOTTOMLESS ARCH CULVERT ,. \ \ I /
1 j�� ///// / (/ / / / — — STREAM 11 \�t�� ..Y / /// // (NO STREAM IMPACTS) \
s o, I/ / / / / / / //j — — — INTERMITTI f A �}��►� /• / / / / i / Zil'' GRADE EXISTING
0/, % z / / / / 30'NEUSE RIPARIAN — ��°ti o°P \ // / // v -7 \ a I /, — .. \
i 0l / / / / ZONE 1 BUFFER „ � / / �,. // // / // / \ \ 330 \I 330 330 330
/ / h�/ / I / 4rA �i'tIL► �o / // TOP OF
/ / I -, �/ `��� / / , / \ \ \ / / EXISTING
/ / / 50 NEUSE RIPARIAN : �L�� \\ , / / BANK GRADE
�,�' SCM 6 OUTLET /
1 // / / M �/ / ZONE 2 BUFFER •I 1X� RIP-RAP CHANNEL / V /// /—
/ / : N / ; / / �/ lb, / / / \ / / z
a // /i /l /l it M ,// • / �I /. � _4— �\ �� N��,��rlt,/ , / //� ��� 7 / '/ � J / ./
325 325 325 325
TOP OF BANK NIB
ORDINARY ATER SCALE RIP RAP
� IGH
TOP OF RIP RAP TO MATCH
GRAPHIC SCALE PRE-CONSTRUCTION
STREAM CONTOUR 130 0 �s 30 60 111 = 50' HORIZ. TOP OF
4111
f 1 " = 5' V E RT. 320 BANK 320
STREAM BED
Mir
e 1 inch=30 ft. RIPRAP STABILIZATION DETAIL
I!
o No. Revision Date By Designer WR Scale AS NOTED II/ WithersRavenel sneeeo.
Drawn By Date 1001 OLIVE BRANCH ROAD WETLAND & STREAM IMPACT 1/ Engineers ors E
B WR 12/7/20 g Y
Checked By Job No. 115 MacKenan Drive I Cary,NC 27511
WR 2180318 DURHAM DURHAM COUNTY NORTH CAROLINA t:919.469.3340I license#:C-0832Iwww.withersravenel.corn

EXISTING 16.5'AT&T ‘' EEC V ' '\ GRAPHIC SCALE IMPACT LEGEND
3l0 , 1* SCR r,-) -• :• • i '
EASEMENT TO BE " �8�\C �A,� 30 0 s 30 60
/ (/ RELEASED �I ..•
i
5�p �� / / PERMANENT WETLANDS
DB 147,PG 15 _ TEMPORARY WETLANDS
". -�
/ / 36a %: \ 1 inch=30 ft. //�/
T % e' am _ _ . ... ... . PERMANENT STREAM(NO FUNCTIONAL LOSS)
/ PROP. STORM _
/ • 111,
_ g66 �VEE ..... PERMANENT STREAM(FUNCTIONAL LOSS)
��� •�'O 62
3 / /•/ � /
/ / /ifT ___ ASETMNT
�!, / 6o IMPACT#5 /
/ / "� —`3 /I( TEMPORARY STREAM IMPACT
r� �� ;� o � ��J MH 72 _ ���� ROAD CROSSING / CULVERT UPSTREAM CULVERT DOWNSTREAM
/ � � R1� 5LF SF)
����\G �V�� , ---/ NIALIS\` \ — ' �� 356 — ^\�\�, 360 360 360 360
Y OQ��i, .. •, iG � 364 -360- 1-) t / • •) • / \ \
/ `�0 \ 362 lilt
AV%'-' — 4 I J �/ I \I I -
I • .` z / 7 I �
IMPACT#6 36p' �� 356/ ` �� • • STREAM 7 ( PROPOSED /
0 PERMANENT STREAM IMPACT �� ` C 354 • D i�O _ /' ) INTERMITTENT GRADE GRADE
SED
ROAD CROSSING — ���� = 355 355 355 355
(FUNCTIONAL LOSS) ``` 3y2 , � ,. ; G`� \
113LF 1850SF / '. 1� c.��� � TOP OF % /). �` b � : ,� / / �$ 4M� o \Iiiiii
BANK
�� // / \ m `r,\�� / / `.,Illiir . co
` u ✓ / / / — / 109.50'
-� IV \ C� l\,VI
/ ',Q' ` M / v 36457P
\ RETAINING \ EXISTING — p� a \
i �= ` � 36°� „ WALL ) 350 GRADE 350 350 350
RETAINING ft
�
/ WALL # /
LIMITS OF , *A#* - ° I\\ /\ o i LIMITS OF EXISTING
��i DISTURBANCE X pl.,
\\ '\\ DISTURBANCE GRADE l I
� / \ . . 109.50' r/
r \� \\ \ :\ i 12"EMBEDDED TOP OF 36"RCP
��/ / // Vj' / \' \ �� `, • • %y6 J 345 BANK 345 345 @4.57%� 345
.^W
s IMPACT#7 / I y «''« • •c9 / // / 1
TOP OF
EPERMANENT STREAM IMPACT / / / `� 35a _ / // /) BANK
a RIP-RAP DISSIPATOR ^/ / / �\ I 12"EMBEDDED
(NO FUNCTIONAL LOSS) /q / / ` IMPACT#8 ,- 4h---
i 13 LF(98 SF) // / ° TEMPORARY STREAM IMPACT 360 3g2-- — — /
/ 340 340 340 340
1 \ / \ 1 ROAD CROSSING /
I STREAM 7 4 _\ \� / 7 LF(58 SF) ` \ /364 - - -- - � \ l /
INTERMITTENT I / �I /
ry • SCALE
¢ / // •
/ / I A \\ \ / \ / A• \ / \\ // /
S / / / \ J I / — -� 11
/ / ✓ / l , • �\ \/� / �� ♦ 1 r� 50'1 HORIZ.
_ _ �� / / 1 = 5 V E RT.
ss.
1 v / • / ) TOP OF / �� / /N � . ` � �� ♦ /
/ / BANK /� • • \% // / /
R • / \ \ o.• I / / a ♦ / OISSIPATOR POOL - APRON CHANNEL
( / / • ,,:�/ A� / • / • / ���Ye 7
TOP OF RIPRAP
•
•
I-
J LIMITS OF // \ /':• ,� MH 71 • ♦ / I • WI vB
re
Q 4 / DISTURBANCE / \, ♦ / _ — n, t 11._By
f r"
/ \ �, Q • 0 / 3 J50 or 2 dmax 2,150 or 1.511rr,ax
/ _____r.--ss \\*. ‘1% \ ' WL
o No. Revision Date BR Designer WR Scale AS NOTED II/ WithersRavenel snee,eo.
Drawn By WR Date 12/7/20 1001 OLIVE BRANCH ROAD WETLAND & STREAM IMPACT MAP 1/ Engineers lPlannersl Surveyors F
Checked By Job No. 115 MacKenan Drive l Cary,NC 27511
i WR 2180318 DURHAM DURHAM COUNTY NORTH CAROLINA t:919.469.3340I license#:C-0632Iwww.withersravenel.com

41-1- - - - _ _ _ _ _ _ _ _ _ - - - - -
--;
— — 360- _ L,' ii — I
�_ _ _ _ _ — IMPACT LEGEND
- - -358- - - t - _ - - - - r!-11,1 PERMANENT WETLANDS
- - -356 - IMPACT 33 - - / - ���� TEMPORARY WETLANDS
- -356- -
- - ��354- SECONDARY STREAM IMPACT - ift
/ A_- - - - - - ( )- - - ROAD CROSSING / LIMITS OF - 854-_ - - PERMANENT STREAM NO FUNCTIONAL LOSS\ - 352> ' I DISTURBANCE 352\ PERMANENT STREAM(FUNCTIONAL LOSS)
— 73 LF(172 SF) -� � �
- _- - - - 350 - \\ \ , J� ` --350 \ \ \ _\ - 348- \ f /� / - - TEMPORARY STREAM
_ I ' - 348- 50'NEUSERIPARIAN
\ / ` ..... SECONDARY STREAM IMPACT
- - _ - _ �46\� _\ � '� ,Ill — / 1 - - - - - - - _3 ` ZONE2BUFFER
_ _ _ _ _
,34 _ \� \ t �,�t I/ _ _ _ � /f ,_ jj :/i
- \ - -o. � / oZONE 1 BUFFER SCALE:
i
_ \ u ICI rr r` — — 1 = 50_ Sr'WO .i � �� iti �� � � %Mi'�1�' ��Sao _ 1 r' = 5r VERT.
T, _
1 \ . 336 _ _ — \� I:�.�/it _ / � � _ _ CULVERT UPSTREAM CULVERT DOWNSTREAM
STREAM 9 N\��� _ / / l.,iI :�1��j / ��;wr Nia. - - 336- - - - -
INTERMITTENT 3 - -/ I,f ��� >`� .,4011W /�
a -_..- __-�pn, , -'' \ `3 — _ 360 360 355 355
� � � __ .:_ --_---•---alb;e�ly.��.�� T.i,► - - . '�` - -
.0 .• i -Z _ _cQ-411"���,f 1V' / I STREAM 9
III ; ��— — , 32—
\ \ \ \ \ 01-•:,ta.,/iirm-y,,„,..1-"- -ii.....7 .41.164elroxit,. \ 3 INTERMITTENT - '
\ t•���, ' •���'���.YIy/ _ — �� / TOP OF BANK _ _ — — GRADE
PROPOSED
LIMITS OF \148 N.T.41,1 4/ = i / /I11Ii$%
\\�_ _\\ _ _— — __ _ 355 355 350 350
DISTURBANCE �r ♦ � \ \�� - - - -- - - —
\� / / l 1 ♦ wit VA v� ��`_ _ - PROPOSED
giL .4 ,,, ,'/:� \ \ ,� 1/ = GRADE
* i `l 20'W X 10'H X 72'L CONCRETE
g \ _ tul-- �/ `` \\ BOTTOMLESS ARCH CULVERT
Iv ♦ ♦\ 1 /Iily (NO STREAM IMPACTS)
\ •♦ ♦ • ♦\ � ' • / ``�?\\ > i 30'NEUSE RIPARIAN 350 350 345 345
. \ ��s� ♦'� ' 1 �i1, 1 / ZONE 1 BUFFER
i
/� [ _MH 25 �i �i ��,� _ 2o�w x 1 o�H \ 2o�w x 1 o�H7
E \ \ I -, ♦ ♦ \ �P iAl���,f. 'Art`
. T*i - - CONCRETE CONCRETE
♦ • l ' ��r, . ..t cd�11 50' NEUSE RIPARIAN BOTTOMLESS
\ \ ' \ \ \ ! �/1***41-11411MANV4Itna`\ \ �'\ - ZONE 2 BUFFER \ CULVERT \ BOTTOMVERT, ♦ v ', ./ \ 8„ ,`1r�111r�!� - `��_ — _ 345 345 340 340
% j
i \ ♦� � � \ aQi. I/ ��>, •• __
•� _ _••lamp - - \•
♦ s' A \ \``� \` •t, -MH 188 � 340 340 335 335
\ \
1 -N ♦ , \ MH26 : \ \ 6'GRAVEL - ♦♦ ♦ **\ !Id; _ \
�' \ \ PEDESTRIAN TRAIL \ -\ �- �Vi,
a \ �r • ��Q \ ��\���/ \\ \ \\ \ \ - `_ \` `- �!� '�{\ - I ,: EXISTING-
EXISTING ; GRADE
335 GRADE 335 330 330
TOP OF BANK Hr3
i ORDINARY HIGH
TOP OF RIP RAP TO MATCH WATER
GRAPHIC SCALE PRE-CONSTRUCTION RIP RAP
'Q STREAM CONTOUR �j
30 0 15 30 60 TOP NOF
K Y
� BANK
C STREAM BED TOP OF
10 330 BANK 330 325 I 325
1 inch=30 ft. RIPRAP STABILIZATION DETAIL
1
l No. Revision Date By Designer WR Scale AS NOTED li/ WithersRavenel sheeiNo.
Drawn By Date 12/7/20 g Y
1001 OLIVE BRANCH ROAD WETLAND & STREAM IMPACT 1/ En ineers�Planners�Surve ors G
B WR
Checked By Job No. 115 MacKenan Drivel Cary,NC 27511
WR 2180318 DURHAM DURHAM COUNTY NORTH CAROLINA t:919.469.3340IIicense#:C-0832Iwww.withersravenel.com

\ STREAM 5 >...
� ./ / / . IMPACT LEGEND
INTERMITTENT /
RETAINNG i � /� � j�j,j,j�j PERMANENT WETLANDS
i 7 WALL , p • y��siOrf4 \ �,�� � / ,''% vfth TEMPORARY WETLANDS
•./ iv/
�OQ�\\ / . .. . . PERMANENT STREAM(NO FUNCTIONAL LOSS)
����� ::: : TbONALt0SS)
A NE STREAM(FUNC
RETAINING / '4, 'IMPACT#9 /7'
WALL / STREAM
` ,TEMPORARY STREAM IMPACT
\ ' ROAD CROSSING z
' V(122 SF)
oxo� /, / CULVERT UPSTREAM
��� 1 /, 50 NEUSE RIPARIAN �� 365 365
1
ZONE 2 BUFFER/
I �� / 30'NEUSE RIPARIAN /
IM"ACT#10 .'00
j� /` ZONE 1 BUFFER
------. ._._. - PERMANENT STREAM IMPACT / 1-7. 7 / / /.
PROPOSEDGR
_ — ROAD CRIpSSING ADE
360 360
11111111, (FUNCTIONA LOSS) IMPACT#11
133 LF(1,'56 SF) EUET :
IMT1111.1111X r S)PVCMH 153 . �i — 355 355
40 STREAM 7
'^ �.':1'._ 111=1111L—mmimill . ,L V i INTERMITTENT
I/ 40„t,
____... _
‘4
__ / EX.36"CMP 1.; _,,,-• - CULVERT DOWNSTREAM
_._._._._._._._._ —. - /1 / (25 LF) .�=4 = 5'.' .k _ 350 350 345 345
i I 1 1 � j// /�����„�_,.,,i�'�' � PROPOSED
30'NEUSE RIPARIAN .i. i',:ia:'�' <
i 1 PROP.STORM '� ;�� :�� �/ / I GRADE
EASEMENT ZONE 1 BUFFER '.* .
E / Y J Al I Irl I I / k0� / I /// l I / 5413R RCP
i / J 50 NEUSE RIPARIAN o / / / / @"RCP
1 ZONE 2 BUFFER )
E /"' \�Ia \ 1 / r 7-\ // 345 345 340 ~ / 340
i
E I /i J \ 1/ k I nJ� • \W W M I 1\ _��
s �// ', �� LIMITS OF I \ 1
EXISTING 16.5'AT&T EASEMENT i �� / DISTURBANCE �"�' STREAM 5 M ~' 135.93' EXISTING
i RETAINING 4 \ I ✓ 54"RCP � GRADE
TO BE RELEASED ; INTERMITTEN
WALL IMPACT#12 I I M 340 / @ o.92�io 340 335 T B BANK I'DB 147, PG 15 \ I 335
� / i \.(1 .i TEMPORARY STREAMIMPACT � I
i -Z, i !
1TEMPORARY CONSTRUCTION ACCESS I l EXISTING
i I / 6 LF(25 SF) J, /) �I GRADE 12"EMBEDDED
TOP OF I I
BANK
DISSIPATOR POOL APRON CHANNEL
335 12"EMBEDDED 335 330 330
0.Y . LS LA
m YO—ye
f, TOP OF RIPRAP 7
GRAPHIC SCALE i - SCALE.
! yB:,
30 0 �s so 60 ns "4 111 = 501 HORIZ.
c3 dear 2 Jnrez 2<igRor L5Am,ix 1 II = 5' VERT.
1 inch=30 ft.
e
No. Revision Date By Designer WR Scale AS NOTED �/ WithersRavenet Sheet No
— Draws By Date 1001 OLIVE BRANCH ROAD WETLAND & STREAM IMPACTS 1/ En ineers�Planners�Surve ors H
E WR 12/7/20 g Y
S Checked By lob No. 115 MacKenan Drive�Cary,NC 27511
WR 2180318 DURHAM DURHAM COUNTY NORTH CAROLINA t:919.469.3340�1icense#:C-0832Iwww.withersravenel.com

I
► it��� V v\AV A \ / / / I IMPACT LEGEND
\ � ! ( J/ � � 1 � � '��� PERMANENT WETLANDS
/ ► I 11, \> > \ ( I / /lei liil ' 3 � I / ._._._
/ / ) ► 1 // ) �I I I ' — r\1
I
// ,•��\ ( / ' I I WETLAND Aa /
TEMPORARY WETLANDS
t \ ) /) 50'NEUSE RIPARIAN ,.-.-�:i / \ LIMITS OF 33 /�/
I/ / �'' / ZONE 2 BUFFER _ •••- . DOO��i =� 1 ko; DISTURBANCE ?� J \ N I ----. PERMANENT STREAM(NO FUNCTIONAL LOSS)
— /t .cei lor �
ie. 1 / // ���m�� 4•,.• i�i�i�0i�i�� •�•�' \ I / ----- PERMANENT STREAM(FUNCTIONAL LOSS)
������ `� � 7 TEMPORARY STREAM
— M _ m.•��������N•, `� ' fir• i 334 �// I
�,i • . L� i��� .rate. ���i / PROPOSED 30' /
M 1, — — ������� �� — 338�� •SEWER EASEMENT • /
IMPACT#13aA. r,wA.�� 340 /
.— — _ - TEMPORARY WETLAND IMPACT -- ,�♦ ���e�`���0�4�� -- v. 342 — —r��-- —�a—
M �� .•..,� �}.4�ti� �I �ti' �� v .�•�.��recto
— — — \ HEADWALL INSTALLATION �._- -wipir T�`� �tl�T � :�•��r-nI►��rl��.r/._ /��--- ��1,►.a���Gr.���►• r�� �
0.013 AC(558 SF) \�' ia..vi '- �t�!j �: ` 1 346 J /
WAIIMiir-
�o�:"��+�►�< !�!i!�! — �—348 —/— CULVERT DOWNSTREAM
�• �A��,�•• .�".---1--------------
— �Zo CULVERT UPSTREAM
6'GRAVEL ,w5t•��.�•'����
PEDESTRIAN TRAIL ��v�V����•:fr A.
" ' 340 340 340 340
./ �.�,��=���;N1���� ���� 25'COD ( >_ 1
��... ... •,-- �A / • I a
�� ��' VP'• . WETLAND . _ )
_ �� \���A���� ��_�A 1 — BUFFER \
V�1i ��. v� PROPOSED
•��„„.,, �� —.. 335 r GRADE 335 335 335
25'COD j 1 ) ♦ ��. �� co __' .
/ �—/ / - WETLAND \ \ ���� =��1 IIIIIIIIIIIW
—=�i \
�� BUFFER J �y�� -��� ` 348
Si►_d
\ �! ` ( _ ` �C�� PROPOSED
f•••••••°.°°
• • � �� 346
\ �ti 1 161.04' GRADE
IMPACT#13 ♦�` \ 344 I/ 161.04'
z I . vw� ���i `� 72"RCP
i„ " \ ����� t� \ ( �r ° 161 RCP
N PERMANENT WETLAND IMPACT �,�: \@ 0.75/°
—11V
�• �`��'� 342 �� 330 �, /330 330330
) ROAD CROSSING lle ������ . \\,,, / // @O7%
50'pVB� / 0.189 AC(8,247 SF) � .-s.' w 74r*_ _ A1 340
E I �t;�-���►��������r_'j��� 336— 6'GRAVEL v
? '' ,,Ai. ��'�� PEDESTRIAN TRAIL /
i ,- I '•' ► �.. �♦�,=;���A� "�"j4j�►.�1�� 334 GRADE G \
/,.— — / / / \ • 1►,�j�A.�ivr. � '..•A/�: \ 332 \ \ \ 325 325 325 325
/ v w \� d chi/� I )\ +-.-'i♦l'i. -.f►!� \330 �' } ' \ (
$ ( � M e,\r ch �����..► ;* \• \ \ I, / EXISTING
1 / / / I / / /������_���� •�•'����R �N 328��
1 / ) \ \ / ( ���1���� ��'� **, GRADE
`� �♦♦ 326! \ I TOP OF
i \ / / / \ \ \ \ \�k \ ��.�. p'��'�������� s kN IN BANK 12"EMBEDDED TOP OFNill,,, 12"EMBEDDED
\ \ \ \ \ 7t�.� ;".-.�i® �\ BANK-
/ // // ( �\ \ �\ \ \ \ \ '' m \ \ \ MH 192 MH 192 I ( 320 I 320 320 320
•
\ \ \ \
\ N N \\ \ �` \ \
a 348\c. \ \\ •\ \ \ \ SCALE.
\ \ t\ LIMITS OF \\ \ \ \ WETLAND A �" \ �\ \\ 1 = 50 HORIZ.
11 1
MI
\ \ / \\ DISTURBANCE \ \ o N _ `u`, 1 �r .5
5' VERT.
s \
y \\. i
GRAPHIC SCALE ` �� \\ \ \\\ \ 1 ,46 PROPOSED 30' , \ \
30 o is 30 60 \ \ ; \ \ \ \ \�\ \ SEWER l \ ` \
I I I I \\
\`� ) \\ \\ \\ \ �� ,, EASEMENT \I \\ _
e 1 inch=30 ft. \ 1 \ \ \ \ I \ ` U
si
o No. Revision Date By Designer WR Scale AS NOTED �/ WithersRavenel meet No.
Drawn By Date 1001 OLIVE BRANCH ROAD WETLAND & STREAM IMPACT MAP IL
1/ Engineers Planners Surveyors
B WR 12/7/20 g Y
Checked By Job No. 115 MacKenan Drivel Cary,NC 27511
WR 2180318 DURHAM DURHAM COUNTY NORTH CAROLINA t:919.469.3340I license#:C-0832Iwww.withersravenel.com

(32'1 — IMPACT LEGEND
340 \
� ' 0- / ''j PERMANENT WETLANDS
-338 �� • V 11 h TEMPORARY WETLANDS
336
/ / •
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334
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332- RETAINING ` r ZONE 1 BUFFER
�� 330- WALL � �� _/ / / TEMPORARY STREAM
\ 328 / / • a/ \
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\ 324_ �/ �— V ZONE 2 BUFFER �j/
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SS 320 / �y / M /
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No. ae ision Date By Designer Scale 1/ WithersRavenel Sheet WR AS NOTED
Drawn By Date 1001 OLIVE BRANCH ROAD WETLAND & STREAM IMPACT MAP 1/ Engineers ors J
E WR 12/7/20 g y
Checked By ]ob No. 115 MacKenan Drive I Cary,NC 27511
. WR 2180318 DURHAM DURHAM COUNTY NORTH CAROLINA t:919.469.33401license#:C-08321www.withersraveneLcom
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` \ �� \\ \- �\y\ \\` l / \ \ \\ IMPACT LEGEND /
\ ` \ \♦\ \ \\�. -\ / / 0 \ \ \ !i!i!�J
\ \ PERMANENT WETLANDS
\\ 4.10\�. \ \ \\ \\C• \�� ���� /�/ (� \ \ \ \ N
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.. \ \
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1 N \
—\ \ \* \/ \
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z — \ DISTURBANCE — — J — \ / //�A/ / / / / I
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s \ �\\3 334 - - \ BANK / �/i / 1 ) // �/ / D/ �� Ii• / 7
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o No. Revision Date By Designer WR Scale AS NOTED 11/ WithersRavenel sneeieo.
Drawn By WR Date 12/7/20 1001 OLIVE BRANCH ROAD WETLAND & STREAM IMPACT MAP 1/ Engineers lPlannersl Surveyors K
Checked By Job No. 115 MacKenan Drivel Cary,NC 27511
i WR 2180318 DURHAM DURHAM COUNTY NORTH CAROLINA t:919.469.3340I license#:C-0B32Iwww.withersravenel.com

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/ \\\ d' \ \\ \ \— — — / \ / // �- /1 _� � 380IMPACT LEGEND
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\ — A,/ ,:
jLIMITS OF / \ — 3j8 ���7 TEMPORARY WETLANDS
\ / , / — V DISTURBANCE �I.,\�`� —376 — _ _ — ..... PERMANENT STREAM(NO FUNCTIONAL LOSS)
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\ \\ \ `� \ /, — r\ \ ) \\ —374- — — — — — /^ ----- PERMANENT STREAM(FUNCTIONAL LOSS)
\ \ / • �, • / PROPOSED STORM I ._ - 'l / \
PROPOSED STORM \ /. ♦ //,! / \ - - EASEMENT -i N `- - - J \\72` _ ` - , -\ r \� ----- TEMPORARY STREAM
r EASEMENT \ \ I J
\ \\ \� �� �: . /7 �-370 r, / — _ �� / \�
, \ • LiNvd\\ . \ ____ __, c 'k -_---- ( ---;--• - ---- /7\ --__ 1 I ,
\ \ PROPOSED 30' . - - - -\ `e —
\ \ �- — LIMITS OF rl/l I
\ \ - \ SEWER EASEMENT .♦ -oG ` _30Q� . STREAM 3 _ _ -
\ �, DISTURBANCE IMPACT#16 _ - \ INTERMITTENT -
I •\ �• s - - _ -364 TEMPORARY STREAM IMPACT \
I� \ ��• �� \;\ 362— - SEWER CROSSING /N C _ - _ zt-
\ 1 - _ 39LF(155SF) /
N c'
SCM 10 r/ -358 / J I i /- ^ / / � //
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•
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A
fi - PROPOSED 30' / \✓ N ` / / / — — h /
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i t4° ----- ---- •
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a 35� J � � / MH169, J // / ( / i / l
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I 1 ��° /� l C \/ ,, 1\ \ PROPOSED STORM \ f /
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s / - �3a 2, _ -- - J INTERMITTENT 350 \ Al , /
3 / v/ 36 ��� / /� /---,_,/
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60
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o No. Revision Date By Designer WR ScaIe AS NOTED II/ WithersRavenel sneer no.
Drawn By Date 1001 OLIVE BRANCH ROAD WETLAND & STREAM IMPACT MAP 1/ Engineers ors L
8 WR 12/7/20 g Y
Checked By lob No. 115 MacKenan Drivel Cary,NC 27511
i WR 2180318 DURHAM DURHAM COUNTY NORTH CAROLINA t:919.469.3340I license#:C-0832Iwww.withersravenel.com

. -IN
1 ,-- .,. \ 100'F/J-B OVERLAY ����_ _ IMPACT LEGEND
�,• / l ` \\ �j'j PERMANENT WETLANDS
\ .I N A, //4 LIMITS OF /,� ����.��.��� TEMPORARY WETLANDS
DISTURBANCE '•' '''
\\ //�
\� ————— PERMANENT STREAM(NO FUNCTIONAL LOSS)
_\ \ 25'COD WETLAND PROPOSED 5" y` PERMANENT STREAM(FUNCTIONAL LOSS)
\ \ BUFFER
\ ( SIDEWALK
\ \ \ / \
50'NEUSE RIPARIAN yz-•••
TEMPORARY STREAM
_� N \ �"\ ZONE 2 BUFFER
/ \\ \ STREAM 1
i
��� \ INTERMITTENT •N \ \ •
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\ \ WETLANDE \ / , • • i /,/ 7 ��Pp\�•//
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ZONE 1 BUFFER \ ( "o� \ \ / • 's` '/•V ��P��G�\�
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\ \ INV:302.19' 7 o 6 Q
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IMPACT#27 .�� �� i'// \
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3 UTILITY CROSSING . 1��Ay-������,�� /, LIMITS OF
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,4 i
\\ INV:302.68 �'\ \ o • '/' / ' REMOVED AT TIME OF /•
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N �' WATER EXTENSION
EASEMENT \ _, >� �0 ,/ •/ / /i \\
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IMPACT#28
\ �/ / TEMPORARY WETLAND IMPACT
-
\ 100'F/J-B \ 31
g• ?�57 \ \ OVERLAY - __ ! — —6 UTILITY CROSSINGj_4
� (NO FUNCTIONAL LOSS)
I � 0.012AC(514SF) � �
LIMITS OF \ — ,`� ' j / J
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-6 DISTURBANCE _
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E / 8'X5.8'CMP �' \\\I / M _I _ /
3
_ _i f� V INV:302.12' 303" /
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/ / 1 \\ ° �\ /
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// / / N° �/ I I \\\`\�o�°o �1\1 \� _ � / \\
PROPOSED 12" / /
DIP WATERLINE � � �No� / /I /J^O� ��1� �-, / .7 \\ I\ \\
/ / / /� I / 1� — / i
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' 1� / N�/ / ��°' / ( ` \ \ / GRAPHIC SCALE
( \ \ \ / 30 0 15 30 60
e i / / �� / I I I I
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\ \ 1 inch=30 ft.
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No. Revisio1 Date By Designer WR -----AS NOTED IN/ WithersRavenel
Sheet No
— WE 12/7/20 g Drawn By Date 1001 OLIVE BRANCH ROAD WETLAND & STREAM IMPACTS MAP 1 Engineers/ En IannersIurvey
Planners Ors M-1
E
Checked By ]ob No. 115 MacKenan Drive I Cary,NC 27511
WR 2180318 DURHAM DURHAM COUNTY NORTH CAROLINA t:919.469.334011icense#:C-08321www.withersraveneLcom
i

3ps� — — I ( '/ I IMPACT LEGEND
\\ \ �pA EXISTING 30' �' ' ' '7
���Li PERMANENT WETLANDS
SEWEREASEMENT
50'NEUSE — / ���� TEMPORARY WETLANDS
RIPARIAN ZONE 2 30? — — / / I
/ / X — PERMANENT STREAM(NO FUNCTIONAL LOSS)
BUFFER \3 / 1 / \ \ PERMANENT STREAM(FUNCTIONAL LOSS)
30'NEUSE — _ \ / \ i i — / TEMPORARY STREAM
RIPARIAN ZONE 1 298N LIMITS OF \
BUFFER \ —
•
V \ /NMH 6 �/ DISTURBANCE \� �,
• Ai
—296— — — \� / \ \ v` � / �N
TEMPORARY EXISTING -A y \ \ \� I I
10 CONSTRUCTION �\ \ /� _ \
— 7r / EASEMENT - — -\— \ \ ��� � 3- A-
/•
IMPACT#29 \\ -, _ — — — _ ii('I
TOP OF TEMPORARY STREAM IMPACT \ _ �� 7 7�/ ) i
UTILITY CROSSING / / j'i 8,
BANK•• • 24 LF(574 SF) INV:290.85' °0 — — — _ — l —
- ,
� \ " lir .,/ ...• , liflir o
2ss iiii0'• •
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i0' \ 'G — -v2 \ 304_
50'NEUSE ��% �r 5.5'X 6.5'CMP G�
RIPARIAN ZONE 2 PROPOSED WATER ! �f� ��,��� — — — • � i i��° 100'F/J-B
EASEMENT �� s -f \ OVERLAY
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V - \ SEWER EASEMENT N \
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s / V ,RIPRAP
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' P�G� / / \iN \ 2 BUFFER �` / / MH 7 BUFFER
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oJ��o EASEMENT �,, \ �' / / 30'NEUSE
MH 179 �} // / \ TEMPORARY EXISTING • / \ RIPARIAN ZONE 1
LIMITS OF \, \ \ 15'CONSTRUCTION �/ • / \BUFFER
DISTURBANCE / \ EASEMENT / TOP OF
�2 411!';', '/� PROPOSED 12" / / \\ \ \ / '�" BANK \� GRAPHIC SCALE
/ 'y \ / / V \ 30 0 15 30 60
%i DIP WATERLINE / \ \ / Q •/ STREAM 15
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j�V / -•/ 30'NEUSE
II /...-, \`\ 100'F/J-B \ RIPARIAN ZONE WETLAND D / / c� °` PERENNIAL
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No� Revision Date nV Designer WR Scale ASNOTED �/ WithersRavenel Sheet No
Drawn By Date 1001 OLIVE BRANCH ROAD WETLAND & STREAMS IMPACT MAP 1/ EngineersI Planners IurveyS ors M-2
E WR 12/7/20
Checked By ]ob No. 115 MacKenan Drive I Cary,NC 27511
WR 2180318 DURHAM DURHAM COUNTY NORTH CAROLINA t:919.469.33401license#:C-08321www.withersraveneLcom

:: WithersRavenel
Our People.Your Success.
BUFFER IMPACT MAPS

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\ �l, '1 ' ' �` SHEETX � = '� , `, �� IMPACT SPECIFICATION
— 30'ZONE 1 50'ZONE 2 30'ZONE 1 50'ZONE 2
) 1,I: i . . 0% * t‘., •, /''' i • ii It,1 , ' 1 / 0 17 SEWER CROSSING (SF) (AC) (SF) I (AC) (SF) (AC) (SF) (AC)
n ` 1 ` ` , 4 , / \ \ - 2,560 0.059
J r ` \ / SHEET U " /' ' 1� \\ \ \ 18 SEWER CROSSING - - - - 1,616 0.037 1,311 0.030
• OP
' •,: // )\- ",yoo'- \ 19 RIP-RAP CHANNEL 755 0.017 774 0.018
•00.- \,\ ::: Ex P
�� ��-k:••' \ / \ \ 20 SEWER CROSSING 4,277 0.098 3,450 0.079
\ ��!• \ --
., \ \ 38 WALKING TRAIL1,885 0.043
E `•�. � \ 1 \ Q 21 SEWER CROSSING - - - - 1,915 0.044 1,222 0.028
1
E I I \ 22 ROAD CROSSING - - - - 8,838 0.203 5,598 0.129
I_y'—J I \ R
\ \ I I 23 RIP-RAP CHANNEL 268 0.006 466 0.011
E SHEET V \
S 24 ROAD CROSSING - - - - 6,286 0.144 6,300 0.145
T 25 ROAD CROSSING - - - - 11,460 0.263 7,358 0.169
U 26 SEWER CROSSING - - - - 2,340 0.054 1,494 0.034
V 30 UTILITY CROSSING 1,017 0.023
VIO W 34 NA - _ - - - - - -
X 35 RIP-RAP CHANNEL523 0.012 425 0.010
GRAPHIC SCALE Y 36 RIP-RAP CHANNEL - - - - 678 0.016 754 0.017
500 0 250 500 1000 Z 31 UTILITY CROSSING - - - - 1,013 0.023 4 0.000
I I I I
AA 37 RIP-RAP CHANNEL - - - - - - 178 0.004
1 inch=500 ft. AB 39 RIP-RAP CHANNEL - - - - 897 0,021 739 0.017
e
AC 40 WALKING TRAIL - - - - - - 527 0.012
TOTAL - - - - 41,883 0.962 35,045 0.805
N° Revision Date By Designer S' 10 WithersRave nel
WR AS NOTED meeNo.
- Drawn By Date 1001 OLIVE BRANCH ROAD OVERALL BUFFER IMPACTS MAP 1/ EngineersSurveyors N
WR 12/7/20 g
Checked By lob No. 115 MacKenan Drive I Cary,NC 27511
i WR 2180318 DURHAM DURHAM COUNTY NORTH CAROLINA t:919.469.33401 license S:C-0832Iwww.withersraveneLmm

— — — / / / / / / / % / V/�////if t //// r 7 / //
_- // // / / / / / �� /� /fill( / / �, //// / // IMPACT LEGEND
/ / / / I ( ( ( // k ,/// / /)/ / / // /
/ / / l �1 / - /i/ /
/ / / / / STREAM 10 / / o' /�
/ / / / r 25'COD WETLAND // / / // /
/ / INTERMITTENT — /
/ / BUFFER / / / PERMANENT
- - - - - - - / / ) III II / / ir, // / //
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_ - - - - - - - - � / // / // / / 0 ,,,,,IIII(Al/ / / r I I /// / // // // /� / PERMANENT
/ / / / // / �y. / / / / / V ZONE 2
_ / / / / / ` , / / / ■ NEUSE RIVER 50'BUFFER
/ � / // / / '// /// /�� / • / , ' go, // /G SS/ , / /
- - - - - - , / / //� ,////////, / ///I. ji, i � / /"0e / // �/ /— / /� � � "— — 50'NEUSE RIPARIAN ' / / j // f // / / i�j
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ZONE 1 BUFFER / / / / I / �,, BANK +�` // / � 50' NEUSE RIPARIAN ` DISTURBANCE
�• — N/ / � // / // //// �/ / /�/ /�///� ZONE 2 BUFFER
N 25'COD WETLAND / // I f / / / �t
— -- BUFFER / //I/ / I I / /� / j� / //.� �I �,���► /�
— — — — l II • / ,MH 183 / / .f 1�� / � 11I
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s — , � / , / / / /\ hT ',�� ��— — �� � �� / IMPACT#17 / / \ -�1�, 6'GRAVEL / r+,�— — STREAM 9 / I�� INTERMITTENT _/ PERMANENT BUFFER IMPACT _ / y, !��. PEDESTRIAN TRAIL .". PZ.::
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_� — UTILITY EASEMENT I / /' t •��A/� / / / e • • .441L�ti
ZONE 1 N/A SF I �1D; \ / // ♦♦ / at i
_ -SL ZONE 2 2,560 SF / `� -.0°. — j ♦ /
,:, ./ /` _ / \ ✓�j * WETLAND B // / / P
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; /\ \ 1 \ ' I \I
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// \7 /���/ / / // � ' ��l� ■�•
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e / // / /��� // DISTURBANCE LIMITS F
C �/ ♦_ I, )\ I _ 8 1 inch=30 ft.
@ / .t Ira. , , . • �/ - �- / \ PVC-.._
$ No. Revision Date dV Designer Scale %/ WithersRavenel
WR AS NOTED sneer eo.
- Drawn By Date 1001 OLIVE BRANCH ROAD BUFFER IMPACT MAP 1/ Engineers IPlannersIurveyS ors 0
WR 12/7/20
,.cam Checked By Job No. 115 MacKenan Drive I Cary,NC 27511
WR 2180318 DURHAM DURHAM COUNTY NORTH CAROLINA t:919.469.3340 I license#:C-0832 Iwww.withersravenel.com

/// \ \N IMPACT#18 / /�� 25'COD WETLAND �,, / / I / /// /���/�/ IMPACT LEGEND
/ A / /
// / / / // PERMANENT SEWER CROSSINGBUFFER IMPCT / BUFFER INTERMITTENTI STREAM 10
/ / //4)' /
/ , ZONE 1 -1,616 SF 50 NEUSE RIPARIAN /
/ ZONE 2-1,311 SF ZONE 2 BUFFER /STREAM/BUFFER / Zo5 / / PERMANENT
/ NE 1
/ / MH 186 / / / i / _ /dr - /�` RESTART / // ❑ NEUSE RIVER 30'BUFFER
/ // / // , � ) I / / /��/ 30 NEUSE RIPARIAN LIMITS OF J�' //
I 1 / / ZONE 1 BUFFER Q ,/
/ / / / / / / 1/� �/ DISTURBANCE // �� PERMANENT
/ / / / / // Ps 8yl /� 25'COD WETLAND / /7 / 1ZONE 2
/ / / Q�p _ / ,T/ NEUSE RIVER 50'BUFFER
/ 7 / BUFFER / I
/ // / LIMITS OF 7/ / / MH 68 I / //i -
� DISTURBANCE ss '
/j j ji j/� j j/ J ( 8"PAC // '-
I PROPOSED 30'SEWER
-��"i 7, / -- / I I \ �•,... s // EASEMENT
% � � ��o/ � � � � � �/ _I I \ ` MH185 / , i
�i �i �� / / / I \ ,20 // 6'GRAVEL ,rja� \30�'
PEDESTRIAN TRAIL
_ --A20-- STREAM 10 c / I�� /
— - _ _ _ INTERMITTENT v , 30'NEUSE RIPARIAN ..
V / TOP OF — — _ — — STREAM/ \ ZONE 1 BUFFER d t�`
BUFFER STOP irn
j" \ BANK 310� — �• \ \ t
/ ♦
- �\ I \ 50'NEUSE RIPARIAN ,/tie /
\\ I \ ZONE 2 BUFFER q I�• //
i '___.-, STREAM 12 1 ) ' t / • //
i 30'NEUSE RIPARIAN •�1 / INTERMITTENT / �I ;�' '° ' /, /
./ /
N ZONE 1 BUFFER �--- — I I1,� / �� /
/ ,
—'\ I I / �I 1 I`� / ♦ / PROPOSED 30'
V i I �/ �i �/ ��� �/ SEWER EASEMENT
' • II / 7 / \ � I I ii I I
J I iliNlittlio \ \ IMPACT#19 \ �' 111,1K/
IMPACT#38
E — J I ' \I PERMANENT BUFFER IMPACT l / L _ ',lPERMANENT BUFFER IMPACT
•— 1 SCM 4 OUTLET RIP RAP — WALKING TRAIL
� I I D —
E _ ) CHANNEL I'�� ZONE 1 -N/A
J �1I I N \ \\ ZONE 1 -755 SFlki �/ ZONE 2- 1,885 SF
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g �1{��{I \ ZONE 2 774 SF Iss, i �,�
ZONE 2 BUFFER i �:�i���1 x� \ \ \ N 8"PVC �,���
.1 / , i/ / ��0'.•re,'� `' N
N \ IMPACT#20 \..11
/ 91
(b)Abr N PERMANENT BUFFER IMPACT r ±�� /+ _ RETAINING
A AINING
l l i' ��.i�
/ *4 SEWER CROSSING V lk
)/Z
/ ZONE 1 4,277 SF (�
/ �l'C�k/ �� ZONE 2-3,450 SF �� i
110
tea �\ \ SEE SHEET Q FOR CONTINUATION
SCM 4 \ GRAPHIC SCALE
Q ��i
'/ (WET POND) st 30 0 ,5 30
,� 60
I I I I
1 , py., ‘
— �� 1 inch=30 ft.
r I 'Po
°
No. Revision Date By
WR Desi ner Scale AS NOTED 1/ Withers Ravenel
g Sheet No.
Drawn By Date 1001 OLIVE BRANCH ROAD BUFFER IMPACT MAP 1/ EngineersIPlannersIurveYS ors p
E - Wit 12/7/20
Checked By lob No. 115 MacKenan Drive I Cary,NC 27511
1 WR 2180318 DURHAM DURHAM COUNTY NORTH CAROLINA t:919.469.3340I license B:C-0832Iwww.withersraveneLmm

■ - a -\ ' / / / IMPACT LEGEND
_ // / \ \ — J PERMANENT
/ - - - - i 3' ZONE 1
344 \ / / / — \i S6 +������; NEUSE RIVER 30'BUFFER
50 NEUSE RIPARIAN i �� �. ��
� - _ 1 / ��c� / ZONE 2 BUFFER _ _//
\� /\3S2 � ��� ��
■\ IMPACT#38 - / \// // — — \ ��.��� / PERMANENT
30'NEUSE RIPARIAN ® / / ZONE 2
- _ PERMANENT BUFFER IMPACT = / /<_ / ., 4.�/ „ NEUSE RIVER 50'BUFFER
I WALKING TRAIL > '� / / ZONE 1 BUFFER v c,=� .�� , —
_ - ZONE 1 N/A 34s�/ LIMITS OF - -- `-�w,k-, �� ��A�� RETAINING WALL.- _-�
= _ ZONE 2-1,885 SF - --- \ . - _ DISTURBANCE ���� .�'� - - - - - — / �
\ � - - 6'GRAVEL - - 34441110' Ti.— - - � / / / — /
RETAINING — \ J _.10�����,. — — — PEDESTRIAN TRAIL_ — _342— — STREAM 13 ,
i WALL 338 \ �� - - - - - - - - - / i INTERMITTENT �\
- - ♦1���I%_ PROPOSED 30' -340 -� — /
Z — / — r� ��� - SEWER EASEMENT �— V -- — i i% \
0 H _ �e�.�.� — - - - - - -;II: -1:t
338 — /
/__;:
i / /
z ►!Y����►�i - - - 334— — /
O — MH200 � � \ ,/ ( 1 .�� / /
U L - - - - -332- -- '\ /�� � / lA / /— � -- /
0 — —
li SS 330— / // \
a - - SS 8"PVC 1 / � \��I / //
TOP OF - — _ // / /
_ \ BANK - J/// 50'NEUSE RIPARIAN ' � - - -
N - � � / �i - - _ � •/ ZONE2BUFFER � � �
—
• N , //j \\ /// `� -� _— — \\ /j/ - G0 0- 30'NEUSE RIPARIAN , / /
2 I // % - / \/� - -\ ii, 332- ZONE 1 BUFFER _ _ ,
/ • i� ii/ ,�
■ �/ i _ �i // / /
/ IMPACT#20 - ^� - %=� / ---334- --J / 7 — �
'. PERMANENT BUFFER IMPACT i^ STREAM 12 — —_ _ / RETAINING
�3/ SEWER CROSSING i j/ — INTERMITTENT __ _ , — — — — -3--- — ---7---- -� WALL / y — — —
1; / °/ ZONE 1 -4,277 SF // _ /� _ _ - MH 199 I /
a ■ / 3ti ZONE 2-3,471 SF / /- - -__ IMPACT#21 -34o 338- - / /
I/ 3ti�� - /�/= PERMANENT BUFFER IMPACT _ - — 34/ \ / / — -
/7 3�ti6=/ �/ / // // SEWER CROSSING 344- - - N -- \ // �// / /i-
r / �� / , � ZONE 1,915SF —346- - - - \ � � \ � , a� ' / / / /
g ■/ /// LIMITS OF
� / /�� DISTURBANCE ---/�� �% ZONE 2- 1,222 SF 7
/� / _ \ \ � \ / /
/ / / 338 SCM `� �� —1 �350 �`3 // /
43
.77 /�'_ / 3Qo EASEMENT 346 \ `n \ / r'a / / \
// // / \� // / , GRAPHIC SCALE
Q PROPOSED 30' \ )
/ o 340 340342 SEWER EASEMENT \ \ \ / 30 o 15 30 60
i / /l /P // 338 -EV ` / —// /
/ • 336� • �\ \ \\\ \ / �/ 1 inch=30 ft.
E8 No. Revision Date By Designer WR AS NOTED Scale M/ WithersRavenel
sneer eo.
E
Drawn By Date
WR 12/7/20 1001 OLIVE BRANCH ROAD BUFFER IMPACT MAP 1/ EngineersIPlannersISurve y ors Q
f Checked By lob No. 115 MacKenan Drive I Cary,NC 27511
i WR 2180318 DURHAM DURHAM COUNTY NORTH CAROLINA t:919.469.3340IIicense#:C-0832 Iwww.withersravenel.com

1 if
I I 1 �` I I 1 1I I I I I I I / l / . I I/ / /// lv I 1 / 50'NEUSE RIPARIAN \ I I I I I ► I I / / / / �I I / / / IMPACT LEGEND
1 1 N✓ / / ZONE 2 BUFFER \ I I ► 111 // /
I / /
II 1 11 1 N\ N / / r \ - I I I ► I V // / / I LIMITS OF
1 1 1 ' / 30' NEUSE RIPARIAN / \ /r I I I I I I /// / /
1 1 1\ \ \ \ I
RETAINING ZONE 1 BUFFER TOP OF / I /�1/J Jl // DISTURBANCE / r,' ZONE 1
WALL / BANK / ////' / :::: !R :::::
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�� \ 1 I -�4' ri /\/ //\\V , j�// STREAM 11 _}1 /l /
/ x ' — LIMITS OF a, \ Nwl \ -//j/j j /, INTERMITTENV 1 / I
NDISTURBANCE I \ \ Ars' --\. \ \�/ �yw' /7 / --N / / /
/ 1 � I u, \ i / / ,O \ \ I\\ � / ,/ .j \ \ \ I/ 1 /
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_ ► - _ r S
f �•� y■�/ r IS� EASEMENT
IIPROPOSEDSTORMjI4 7 ` _� _ / / / sr
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EASEMENT ©,/��'�Ti ' /�� , � �8 PVC
0
I / n 47 \ / y/ /// � .:.*1«;�j///aj_ ;`►` W� /
4-_.,4140-1137704111171411"1 356 ----_-. i
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1 ■ A VA// / / / , / / r/f/ \ b�/ / // z A ���.��� // / �/ � IMPACT#22
_ I ■ �5 f/ //" STREAM 11 // _ _ _ _/ 3�� \ � / / PERMANENT BUFFER IMPACT
— �'1 �/ / / INTERMITTENT / // / �oo� \ ��•�i// // // ROAD CROSSING /
/ o _ / // \�// / ZONE 1 -8,838 SF /,_ - -
■ ■ �� ■ �r��lf / / �/ /'o// // '/ �� TOP OF / / IMPACT#23 ZONE 2 5,598 SF
- o 4 / / / / , , •/ / BANK _ / �a� /� PERMANENT BUFFER IMPACT /� 3i/
Li - — �� ����� / / / 50'NEUSE RIPARIAN / o SCM 6 OUTLET RIP-RAP // \ \ //
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\ / �,h / CHANNEL / �) // - -
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�j / / ZONE2-466SF / / 0
v "�.114• // // / // / 30 NEUSE RIPARIAN \ 1 / / / GRAPHIC SCALE
�Q.,� / / / / /� ZONE 1 BUFFER - V -" / �� LIMITS OF / / �► 30 o is 30 60
-/ / / / / /� // // I \ / �/ N\ DISTURBANCE // / // I I I I
1 //_ 6'GRAVEL /
/ PEDESTRIAN TRAIL / / // / l / / / \ / / / / .��f 1 inch=30 ft.
$ No. Revision Date By-- Designer Scale M/ WithersRavenel
WR As NOTED
Sheet eo.
- Drawn By Date 1001 OLIVE BRANCH ROAD BUFFER IMPACT MAP 1/ En lneers�Planners�Surve ors R
WR 12/7/20 g y
,icy Checked By Job No. 115 MacKenan Drive I Cary,NC 27511
WR 2180318 DURHAM DURHAM COUNTY NORTH CAROLINA t:919.469.3340 license#:C-0832 www.withersravenel.coer

- - - - _ _ _ _ _ _ / _ - � - - - IMPACT LEGEND
_ _ \_ _ LIMITS OF • -t - - -
- - - - - \ \� - - - - - _ DISTURBANCE / ' _ - ; I -S;
I / /_ _50'NEUSERIPARIAN �� - - NEUSERBUFFER
riRCH CULVERT
- - - J / \ - - - - - - i, / (NO STREAM IMPACTS) PERMANENT
- - - - -354'� - -/71
30'NEUSERIPARIAN _ I / 44frJIIPERMAN;:BUFFERPACT
ZONE 1 BUFFER�
ROAD- � � l A ZONE�� - - - - \ \ it!�� * P ZONE 2-6,300 SF• ZONE 2 BUFFER
- \ � — TOP OF \ ►�1� A //Fr 1111 / I�I�/ . \ - __
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_ — -
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\3 � STREAM9 _ - - - - L \�f'''"�ieir��" ��ai...- i
Ort-:00.. iTi1L
ZONE 1 BUFFER
was INTERMITTENT - _/- ,�Ia k_e__ 1�/���'�
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\ i� / ♦!. 1 ��� - _ ., / STREAM 9
\ \ +`�iI,�7 ����4.74,1,-\4\ ,---;- \\ , - - - - - _ INTERMITTENT
so \ \�/ ►,� 1 BANK
liv,
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\ �����V A �� 50'NEUSE RIPARIAN — —
/ ♦ ♦ �� ♦ ��,� \ ZONE 2 BUFFER _ — —
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♦ ' /II \� ;: \ \� � � / 30'NEUSE RIPARIAN — — ------
N �� 1 N_ / ZONE 1 BUFFER -
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\ MH25 —
V A A i - al ♦ sir �I/ iTIj ��TAl'ii-�, 1��Yrill rt��� y _ PROPOSED - _ -
E / I PROPOSED STORM r ♦ ®� ��I'1� s � �_
\ \ \ V \ \ EASEMENT 7 s� ,�� \ • ` ���� `'� �` STORM -
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\ , \ \ Q \ \ ♦ o ♦ `�f,*,.v� _ PROPOSED 30'
, \ 1 1 .
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/ \ *
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\• MH26 \J \\\\ \ 1 � rs<``, -
\ \ k * \ \ \ \ \ - - '-g-lik, S— 8„Pv
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e \ \ �Q \ \ \ \ ' \ — — ♦ 111111 ✓� - 30 0 15 3060
i \N N \ 1,1-
N \ N \ 55 \ \ \ \ - 6'GRAVEL\ \ \ \ \ \ PEDESTRIAN TRAIL $ \tea 1 inch=30 ft.
,./ x
$ No. Revision Date BV Designer Scale M/ WithersRavenel
WR As NOTED sneer eo.
Drawn By Date 1001 OLIVE BRANCH ROAD BUFFER IMPACT MAP 1/ Engineers Ors S
E WR 12/7/20 g y
,�c� Checked By Job No. 115 MacKenan DriveICary,NC 27511
i WR 2180318 DURHAM DURHAM COUNTY NORTH CAROLINA t:919.469.3340I license#:C-0832 I www.withersravenel.corn

I/r
\ \ / STREAM 6
\ \
\ \ — INTERMITTENT / ` \ •
' IMPACT LEGEND
\ \ Y
TOPOF \ I \� / / ' / /BANK / r / `� 44 / \ •� PERMANENT
\ / ./ I ZONE 1
/ / \ \ \ \ \ \ / /.. �`� / \ NEUSE RIVER 30'BUFFER
\ \ \ ` TREAM 5 ♦ G\\ \� ) \ ` INTERMITTENT \ —/ / RETAWIANG \ ,�LL '/O — / PERMANENT
\ \ \ \ RETAINING ` _ _� V. );\.\ \ 1
/ / ♦ ZONE2
\ \ �� // NEUSE RIVER 50'BUFFER
\ \ WALLI /\ \ \ I cc,\ iligi% / I 1 360 /
N N \ O M " 1, �� / i
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1 \\ \ \4 \E_ F,-:\g\ \ \ 00..... .4
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\ \ V \ A \\ \ \ ,� r v / /. _ /\ \ _
\ \ \ \ \ \ \ . IWO
\ \ \\ \ \ \ I \ \ / /' �� / �60 ' EXISTING 16.5'AT&T EASEMENT /
a \/ \ \ I �// r 35 DB147, PG15
_\ --\ 'o -43, \ \ \ \ \ ' t /35°N (TO BE RELEASED) /• 3p8
\ �6 �I , \ / 5ti -346i
_ ‘��- � / '� STREAM 7
— �" !��� �, • '�`'� r — INTERMITTENT
_.ter �, // # i/ N, / _
■ _ _ LIMITS OF
8"PVC S s` il$
I- �'�• — DISTURBANCE ��
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/ T 153 ) ��� ��/ �►��c',o PARCEL / / �� �o
1 I I �,_ tv� P�I
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. , ,
E T— I I _ —.4. —— . _____w________,_
1,-* ic
_ _-.-7•-•-.-. .-.-.-. •-.-.-./- -•-- .J.- I I I / > LIMITS OF / //
E / / / / ilk .•40, Y - '' . ' // Q DISTURBANCE . /
E /
1e:1 _ • I 50'NEUSE RIPARIAN /
/ / / I / J II PO / ZONE 2 BUFFER /
f /I
/ / IMPACT#25 -G I // <11111 ' ' �// Y1/7 r
/ 1 EXISTING , ` / //
' / PERMANENT BUFFER IMPACT ). I( ( I ( r /8"PVC
/ ROAD CROSSING i,\ \ 36"CMP
It
ZONE 1 - 11,460 SF ■ / A I \ \ 30'NEUSE RIPARIAN I
ZONE 1 BUFFER /MH 1�6
\ 1� ZONE 2 7,358 SF i ■ ___./
/ It /\ \ \\ \ l MH 9
1 M� / I / , , !\ I. / TOP OF \ I
/ / / j///� ` ! ■I / / I BANK �� \ \ PROPOSED 30' / / — -
I _ � / _/ / l'i // ! .� N i v\ \ V I /
i 1 rro / \ \ SEWER EASEMENT /
_ // \/ / M !�� M� 00 M M `" / STREAM 5 1 \ \ \ 11\ I I l
— — 7 \ \ _ — — �" "' !�" M■ \ 11, \I / ( INTERMITTENT ) �h I I \ 1 I I / I/ GRAPHIC SCALE
e ,\ C / — f j 11 // _ / I I I \ I I o 30 0 15 30 60
N J \ \ /
i/j/
i / / RETAINING _ _ - Ij ✓ I v
!( I \ / I,\ I / / WALL _ - �J / I/ / / I a.--- // -I \ i ' i ( \ i &) 1 inch=30 ft.
/ 11 i ,/ Gl ' 1I/ l l —
8 No. Revision Date By Designer WR AS NOTED Scale M/ WithersRavenel
Sheet No.
Drawn By Date 1001 OLIVE BRANCH ROAD BUFFER IMPACT MAP 1/ Engineers Planners Surveyors T
E WR 12/7/20 g y
,�c� Checked By Job No. 115 MacKenan DriveICary,NC 27511
WR 2180318 DURHAM DURHAM COUNTY NORTH CAROLINA t:919.469.3340I license#:C-0832 Iwww.withersravenel.com

-338iiiiii —
336 318
334 _ _ �. / ) IMPACT LEGEND
— 332' / LIMITS OF 50'NEUSE RIPARIAN I
_ �ij / DISTURBANCE ZONE 2 BUFFER / PERMANENT
330— RETAINING
328— WALL �. / ' 7` \ -- — —/ / / ❑ ZONE 1
/ NEUSE RIVER 30'BUFFER
— _ 326 / // / / / ' 30'NEUSE RIPARIAN /
324 — �3/— / ZONE 1 BUFFER �j PERMANENT
/ 322 / '- 7y / \ // ❑ ZONE 2
320 / 7 \ 3 /I / NEUSE RIVER 50'BUFFER
j' /
12r —1 318 STREAM 5 /
�spvC . • / / rl / INTERMITTENT . • -' TOP OF / /
— -� / �ti
.' � `, �� — �3 BANK / /
`-�, / ss \ 312
� / . . . . .• //�/
ss PROPOSED'SEWER .. /
I EASEMENT /
�� — �-�` rh LIMITS OF /
- MH 4 ,, DISTURBANCE /
PROPOSED 30' , �. / / /
SEWER EASEMENT /
\ r —
\ - - /
•""'��. 25'COD WETLAND •
3j°\ I �Q�G
_' ""'� „_ BUFFER / \ �j / / //
lb / ) \ I G
5 100'F/J-B OVERLAY / v• i 44/0•
/— 3�\ l / — z 7
/� ,� �QJ ///
IMPACT#26 / / / • / /
0` PERMANENT BUFFER IMPACT �� (
SEWER CROSSING �' / /
\ ZONE 1 -2,340 SF / `411I / / / /// • //3c°
w- illi
'"` ZONE 2- 1,494 SF ( f. /
4' \
gu• WETLAND E /-A"al I / / / / / �`
E 3/ /
M. —308, \' / /
v /
Ji& / \
\ Ji& / /c
/ 25'COD �///
E / 4` � • WETLAND / / �`� / MH 67 MH 67 I
BUFFER / �` J
/ \ / / / /
\ / I / / / \ MH 3 /2„Pvc ° QJG • \
SS 4� t Stature (72) ,
\c
\ / 4\
I / 'MH2
\ I \
10
/ 50'NEUSE RIPARIAN I / LIMITS OF \ PUMP
ZONE 2 BUFFER / DISTURBANCE \ STATION
/ 1 / / \ SITE ' .A' GRAPHIC SCALE
\ \
30'NEUSE RIPARIAN /\ \
\\ •\ s� o ils s� 60
ZONE 1 BUFFER I \ \ \ /
0 \ • •
1 \ °" 1 inch=30 ft.
/ soal / \
° No. Revision Date By Desi ner Scale 1/ Withers Ravenel
° g WR AS NOTED sneemo.
Drawn By Date 1001 OLIVE BRANCH ROAD BUFFER IMPACT MAP 1/ En ineersIPlannersISurve ors U
E - WR 12/7/20 g y
Checked By lob No. 115 MacKenan Drive I Cary,NC 27511
WR 2180318 DURHAM DURHAM COUNTY NORTH CAROLINA t:919.469.3340I license B:C-0832Iwww.withersraveneLmm

I \ \\•
0✓ ��_ •_ — IMPACT LEGEND
/ I / \
` 100'F/J-B OVERLAY \ \ I\�
\ LIMITS OF \ \ // PERMANENT
\ STREAM 5 // \�� 25'COD WETLAND \ DISTURBANCE \ - \ ❑ ZONE 1
PERENNIAL / BUFFER \ NEUSE RIVER 30'BUFFER
_ \ 50'NEUSE RIPARIAN2
`� PERMANENT
\ \ ZONE 2 BUFFER \ / NEUSE R VZOER 50'BUFFER
\____ N<Z\ \
\ N ` \ 30'NEUSE RIPARIAN \ //
\ \ \ \ \ l \ ZONE 1 BUFFER \ `.
\
\\ \ PROPOSED WATER / 0 /• V / i
30'NEUSE RIPARIAN \� \ . �,,• EASEMENT ' • LIMITS OF //•
ZONE 1 BUFFER I \ / DISTURBANCE •' /
50'NEUSE RIPARIAN \ — \ 1 / ��• C c,c) .
ZONE 2 BUFFER I I� .% �0 g\ / \
IMPACT#30 - j C�,-�6 ,. 7 \
PERMANENT BUFFER IMPACT \ �� ��
UTILITY CROSSING \ , � TEMPORARY BOV TO BE /�' —/ \
-/ — % ._ REMOVED AT TIME OF i•ir -- l
i ZONE 1 = 1,017 0 SF ) \ - NOV � / /�•j • WATER EXTENSION 7�/ \
i. ZONE2-OSF ( � --I ��\ ��°, •- i• /
1440
\ 100'F/J-B OVERLAY \ _ 0, • _�,* L / /�
-i.%• / ,,,x
s LIMITS OF \ `�•— � / /
m
DISTURBANCE
i� \ /
/�
\
/
)\> 0 y \
� G / ( I /
E / / � _� j� \ / /
/
g / // PROPOSED 12" \ / /� J • I \ \ \ / \
/
51 / /
DIP WATERLINE / / /
/ / / / No EXISTING TWIN \�� �� 1 \ / 1\
/ / 8'X 5.8'CMP �� N
\ // / ✓ VN 1 � \ V I \
1i1 � i � / \ / / _
/1 /// / / / / • / l ✓L ��
// / // // • 1 \N / /
N / ( \ \ / GRAPHIC SCALE
@ / // / m\ \ \ / 30 0 15 30 60
/ \ \ I I I I
/ /
N-, \ 1 inch=30 ft.
• ,\ \
° No. Revision Date By Desi ner Stale 1/ WithersRavenel Sheet° g WR AS NOTED
Drawn BY 1001 OLIVE BRANCH ROAD BUFFER IMPACT MAP 1/ Engineers ors V
E WR 12/7/201 i
g y
Checked By lob No. 115 MacKenan Drive I Cary,NC 27511
WR 2180318 DURHAM DURHAM COUNTY NORTH CAROLINA t:919.469.3340IlicenseB:C-0832Iwww.withersravenel.com

P/ I
/( IMPACT LEGEND
PERMANENT
I I I �I ZONE 1
30'NEUSE RIPARIAN ❑ NEUSE RIVER 30'BUFFER
l \I I / 1 I I ZONE 1 BUFFER
\I 0 !.( I PERMANENT
II \ ❑ ZONE 2
I I I l/ NEUSE RIVER 50'BUFFER
50'NEUSE RIPARIAN �,
ZONE 2 BUFFER `�
I I \ ` \
-0\
SCM 11
.14;1\ 1100'F/J B OVERLAY
I I \ \ \ u)
w
I 4 •
\ I \
I DURHAM BUFFER
\ �" \\ \ I\ \ \ SETBACK \
I\
\ \.\\ I\\
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\ TOP OF11))41 \\ \\\ \\ LIMITS OF w
i.
BANK \( �\ I DISTURBANCE I
\ V
)
.\L 1
PROPOSED 30'SEWER EASEMENT TO4 , �I\I I \'\ \�
BE DEDICATED TO COD. BUFFER • Y `� I PROPOSED 30'SEWER
z IMPACTS TO BE PERMITTED WHEN \ i I / / `�
FUTURE CONNECTION IS PERMITTED 4 . I 1 I \ 11 \ EASEMENT
----%-..-_,
I I,�\ I L. 2�V 1
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Q '� r� \� \ \ \ _ 30 0 15 30 60
WETLAND E 0 \ _ �\ i I I I
0 \ �\ \ . 1 inch=30 ft.
No. Revision °ate By Desi ner Scale 1/ Wi theis Rave nel° g WR AS NOTED Sheet No.
Drawn By Date 1001 OLIVE BRANCH ROAD BUFFER IMPACT MAP 1/ Engineers ors W
E - Wit 12/7/20 g y
Checked By tab No. 115 MacKenan Drive I Cary,NC 27511
WR 2180318 DURHAM DURHAM COUNTY NORTH CAROLINA t:919.469.3340I license B:C-0832Iwww.withersraveneLmm

�/ / 011
\ \ \ i I
/ /
7/ / / / ) I �� I/1II / / / �� / IMPACT LEGEND
//
// /\ _ �/ / / / II �fI j 1 I / l ��� ( —
ZONE 1
/ / / / / / oti .) 25 COD / I I I / •r / PERMANENT
J/ / �� ��o/" '�� Mom'/J / BU cb EFFER D I /I // /) I I ^I• INEUSE RIVER 30'BUFFER
I / ( / / I / I
/ / / ///� — _ A ,/
WETLAND A I /I I I I I r It
PERMANENT
\ / // / / // / r & ! / / I I / / I I NE E RVZ�ERE 2'B FFER
/ l/ / / ( US 50 U/ / / / 1� LIMITS OF / I
/ / / i • DISTURBANCE \ •/ / / ��
/ / / �I \ I
/� J /// /1'.� _ �\ ( i l (, / f / v �I ( I
/ / �/ �' / , �/ j I I \, / a ler
I / /' / /RETAINING / / // TOP OF , I / / /: z/
BANK �_ / IV WALL /. J / // IMPACT#35 // _,/// // // PERMANENTBUFFERIMPACT // / / `/ / — / / SCM 8 OUTLET RIP RAP / / / 1 /CHANNEL / r1/ STREAM5 — ZONE1 -523SF / / / •
J /� INTERMITTENT I \> ' ZONE2 425 SF // / / t/ •
1
/ \ 1/' I r--- • ,�� r' /i i /• o // / / / �/ / / /
/ / I J 1/ II l/ •I,:',,.,..' 7 / �ti / 1 / / //
, „--
f /� / / / • ' //I M // I / // •1
o. .�', / / I ,,i,/ / / M / / /j __ i'S�h., / / / / /
— / J' , / / '`' J / I /
/ / , r* RI
/
�- _- � j 50'NEUSE RIPARIAN / �;�;�'%•; ', ' �`�`',', / / / �,%
•
/ „-- / V /
i - . ,r,,; , ,, SCM 8
/ / ZONE 2 BUFFER / r 0 , ,,, ;��• , ,,, , / .
/ / / J/ / , 30'NEUSE RIPARIAN // / �, ,i, _,'10t;,rib.�,, ,_, �;1
\ / / ZONE 1 BUFFER l �� I -•, .,;�`�', ■ ■ •, a ■�
/� �� / I / �o DISTURBANCE / — �� / Ir.4 ■
E / / / �, / /
$ r / � / / �y / / / /
/ /
/ \ V / / // (V// ' // // PROPOSED 30'SEWER i EASEMENT ( I /
/
I \,..... . . . _________. 43
/ .// / \ / /// / I ) / I < MH 65 � \ \ ,��• �. '
�/ / ) / // / \ ( ti/ /I o / v \\
/j/// � � — / , •/ / / / /1 \ \ / r ss/ z l ,\� ,�T1< . 1 � GRAPHIC SCALE
i // • — r \/ ( / // / ......
'T� ,I�r�i 30 0 15 30 60
/ / 1 / v > 80Lfr v v \
/ / v 1 inch=30 ft.
e / / i// / 1 ) \ / // — � \\\ \ � yam /
/fr c$ ) / (
$ No. Revision Date By Designer l5cale M/ WithersRavenel
WR AS NOTED sneer eo.
g - Drawn By Date 1001 OLIVE BRANCH ROAD BUFFER IMPACT MAP 1/ Engineers ors X
E WR 12/7/20 g Surveyors
,�c� Checked By Job No. 115 MacKenan Drive I Cary,NC 27511
WR 2180318 DURHAM DURHAM COUNTY NORTH CAROLINA t:919.469.3340 I license#:C-0832 Iwww.withersravenel.com
i

— / / / - . ��/ / / / r _.„--
/ 7 , -__-
7 IMPACT LEGEND
• / / //•,1" / / / / / � / / / � / /i/�/
/ / / / / % tD// / / / / /
I - - / /1///
/ //r�Q� / // / / ////�// / \ / PERMANENT
J �.�G/ / / / / / / /r //j / ZONE 1
_ — Allill°
\ / y / /J / ��/ LIMITS OF // / 7 /� /r// / /// / NEUSE RIVER 30'BUFFER
_ / // r/ / /
/ SCM rJ 1 //#7/
DISTURBANCE / //• / / / //// / / �0/ / / / / I y / / i / / PERMANENT
�, i C d / 3 / // //( / • ZONE 2
• 0 ►� •�- // ,� /� J �/ / 1 / / ■ NEUSE RIVER 50'BUFFER
_ _ / I � \ •
/��� / / ,// / / //,// / / 330 / / / I II \
� � - • ./. ♦ ,��ajr •
6'GRAVEL ,�/ / / //// � / _ �/ / / / / A \
� � \ - ♦ /j�%1/ � - r / PEDESTRIAN TRAIL / / /,// / ' / - - /i/� / / / I
A�1' /� / / / / �/ / / // /
/ / /— — �i32� / /
1
t, �T�rr�=�r� v / .I,/ �Tj/+ / / ,g5� / /r / / / / //// / / /�r— =— _ — -- / • •
��Q• ��^���►��l���r1��1^I1�P-'i*� / 4 / •t: / / dr / IMPACT#36 i - - _�� ___.7
• / \ - <�4_ /
)40,��ti // PERMANENT BUFFER IMPACT ' - 50'NEUSE RIPARIAN -___
_ _ _
__�/ 1 I ' ,�'♦-...1! / / / SCM 5 OUTLET RIP-RIP ( /// • ZONE 2 BUFFER _ - - - - - /
_ ` -' \ \�i - - - II 1! Ir. i•. // // , / _ CHANNEL /111 r / ' - J--
y
, \ - - \ 1 (kt, ,VW / ZONE1 -678SF
/ \ - _ , / I i,' �, / ZONE 2 754 SF �l 11 l 30'NEUSE RIPARIAN / _ - - -
_ \ � ' - - � ' j �110- 4.,10.- ' ZONE1BUFFER / - -50 NEUSERIPARIAN\ - ZONE2BUFFER / / ��,�{�i v / / /f/ /I // i //f .
/ / / I / / - - - :-
i �_ \_ �1 \�� � _ � 1• mj , ," � o� /� / / / / / / 1/ / — —
_ \ \ 30'NEUSE RIPARIAN �/� / II II ('� �� "! �/ / / TOP OF �i/ / / / / // / / // / / %-
ZONE 1 BUFFER - • 1 / •'�4"> / / / . BANK / \ / / / /
z, \ - - _\ /� �f 1 i / ,,, / / \ / / — —
�-„�� _ , ; , �, / / \ I I I / /
/ \
ice— r. �\ /r/ L, '/ / I / \\\\ / /� ~
/ III / i
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o / / � ' — \ \\•\\ I I /
I /----
- s3 / / I I /-----
- \ \ \\\ STREAM 11 I / /
E ;� � �\ - - - / /' �320 \
ry �� STREAM 10
—_ / / / \ \ INTERMITTENT
` `\ \ - - - - INTERMITTENT / /j// / 322, \ / )\ i I I� �/
1 - - -- - - L ---,-
\/ ,, / , I /� /
\ \ i I 4 14
\ I / %/ t/� - _ - ice / / // // . l 1 I l l l� �/
N \ \\ / I ( / / l l/ 1 , l
— _ \\\ �N � \ \\\- _ - ,; ;� � — I 1 / / ///i/ 1 / l / / ^33 / ) SCM 4
\ � \ \� \\ \ � J � � � // '332\ 1 / r /•// J 1 1/ / / i ) GRAPHIC SCALE
\ \ 1 / — / — �/ i / / r r �// / l / // �i (WET POND) 30 0 ,5 3D 60
e / / / — —33 ` / < / / / /
\1 \ I \ _ _ / / / // 4 \ i / / i \l •
( / / �/ / !// / 1 inch=30 ft.
, I I III � / 1 r � N /// /
o No. Revision Date BY Designer WR AS NOTED Scare M/ WithersRavenel
sneer eo.
Drawn By WR Date 12/7/20 1001 OLIVE BRANCH ROAD BUFFER IMPACT MAP 1/ Engineers�Planners�Surveyors Y
Checked By Job No. 115 MacKenan Drive I Cary,NC 27511
3' WR 2180318 DURHAM DURHAM COUNTY NORTH CAROLINA t:919.469.33401 license#:C-0832 Iwww.withersravenel.com
i

/ 7
� — — —3os - EXISTING 30' I / IMPACT LEGEND
SEWER EASEMENT I
50'NEUSE \ \ \ /
RIPARIAN ZONE 2 \\ — —3oa — /
BUFFER
\ / I \ \ -�' Z NE
- ------
PERMANENT 1
30'NEUSE \ =302 _ \\ / ��� //v 1 NEUSE RIVER 30'BUFFER
RIPARIAN ZONE 1
�� ��/
BUFFER \\ \ LIMITS OF \— I PERMANENT
• \ v �300 DISTURBANCE / ��� ZONE
MH 6 / NEUSE RIVER 50'BUFFER
• \ \ / \ i /
14
\ --, \..>-298— — -\\ \ \ X_ \ \ 1 / y /
_ 4
TEMPORARY 10' J\ \ \ ° \� \ �/ �/ �p0 2r
CONSTRUCTION ��\� \ \ // FZ
�� _ — ,
/ EASEMENT J �GN ���1 ^\,► �i,
IMPACT#31 \ / \ \ \-" Qv� 6
PERMANENT BUFFER IMPACT ) \\ � 00,.�6� _ — — ' z I
UTILITY EASEMENT _ /
/' i
\ ZONE 1 = 1,013SF / a�/
TOP OF �• BANK \ .._
� ooa. _ �
ZONE 2=4SF / \ — _
• / W 304— ��a,... e 4 0 INV:290.85' c<\
INV:290.43' `�!'�A\�q�•'�, EXISTING TWIN .3
G� / /'A° 306\
50'NEUSE '� ���� 5.5'X 6.5'CMP sr, N \L I °
1 RIPARIAN ZONE 2 0 PROPOSED WATER ��� �® �� _ — -302-- oG i i�� \ °��
Ji` BUFFER EASEMENT 41 ,�,, j \ � \ \.
' �!`- f4/ / c EXISTING 30' \° \
30'NEUSE �' y SEWER EASEMENT °� \
2 RIPARIAN ZONE 10. �_ _ 0 �� `,I _ :�i'o>I- i \ • \\ \
BUFFER � , k _
\ o
/ og PROPOSED 12" .,��" i \ \\ 100'F/J-B
l`�
V �� , � DIP WATERLINE v 4�elf* \ \ \ OVERLAY
_ V ,/ �� /� li v v
/ INV:290.34 \ \N
E —.r►� / oi'/ / , / \ \ \ \ N EXISTING 30'
OD 30'NEUSE �9a' i-,"° \\\\ \
\ \ SEWER EASEMENT \
RIPARIAN ZONE / \
g / WETLAND 1 BUFFER ,11"
/ •, < INV:290.76' ' \— — \ N
E BUFFER \ \
\ 50'NEUSE
\ 3 / // /,,, PERENNIAL > > MH 7 / \ RIPARIAN ZONE 2
. I
41011
°� 50'NEUSE \ � // / BUFFER
RIPARIAN ZONE ' /
/ 2 BUFFER %o" \ \ TEMPORARY EXISTING / 30'NEUSE
15'CONSTRUCTION / RIPARIAN ZONE 1
ITS OF \ \ EASEMENT / TOP OF BUFFER
TURBANCE / '� \ ��� \\ / BANK
\ \ \ �, \ / _
OVERLAY / / \ �,, � / / \ GRAPHIC SCALE WETLANDD / / • \ 30 bo
♦ \30'ACCESS \ 0- \ / / / II
EASEMENT \ \ \ / / 0/ \ \ \\�\ . / It \ \\ 0 \\ / // Al. \ \ 1 inch=30 ft.
/ / \ u. \ / / /
° Designer
g
WR
No. Revision Date By Desi Scale AS NOTED 1/ Withers Ravenel
sneemo.
Drawn By WR Date 12/7/20 1001 OLIVE BRANCH ROAD BUFFER IMPACT MAP 1/ EngineersIPlannersIurveyS Ors Z
E
Checked By Sob No. 115 MacKenan Drive I Cary,NC 27511
WR 2180318 DURHAM DURHAM COUNTY NORTH CAROLINA t:919.469.3340I license B:C-0832Iwww.withersraveneLmm

/ /; ! Y — /
366 ; ♦ / _/ / > / / / / / / IMPACT LEGEND
_364 / ♦I / I / / / / I
/2 J I � I I / M M "'/ / 358 I I ` II / \ ` PERMANENT
co
PROPOSED STORM �� RETAINING / / ) \ 1 1 ZONE 1
EASEMENT �� /♦ 35 35� \ WALL / /- ��/ / f / \ I / 50'NEUSE RIPARIAN / .> \ N NEUSE RIVER 30'BUFFER
/ I \ ',/ , 1 ZONE 2 BUFFER / — 1/
/ �� / /�5p C) \ / /' / /// / IA.��\ / \ I / / /i / E/ . PERMANENT
/ / / / ZONE 2
/ I♦ L. / / / / / 4/ 1 30 NEUSE RIPARIAN /~ ` ■ NEUSE RIVER 50'BUFFER
/re> -.` ♦ / Jl l/ / l I/ / /r/ //• / i / / ZONE 1 BUFFER _r // / / I A
- -- / / ♦ ' / / // / / �/ / / / /�/ i / /l / / / l i Af1
// // •♦ ♦ / / // / / TOP OF /� / / / PROPOSED 30' i / 4
3 —� / / / BANK / / ( SEWER EASEMENT ( / / /,j
/� s2 ♦ � LIMITS OF / l� / l i / i// J/1 I r / ( / f 1 • o �ti
/� // ♦ / DISTURBANCE J ( \ ( \ /// //�/ STREAM 5 •• V \ l / i / I \ tf
►11./ ` ` /- / 1 \ II �/ INTERMITTENT \ \i \ �346 \ \ IMPACT#39 )/ I1 \I 1/�'% _ — 1 I i \\ off_ \ PERMANENT BUFFER IMPACT .
/ ♦ — 50 o / \ i _411 y \ ) `� _ ( SCM 7 OUTLET RIP RIP
• 3 ( J ( \ \/— —� \ \• \ \ o \ (, CHANNEL 1it
♦ // y --- — 3R� / / �� \ 1 1 \ jzoNEi897SF/ / ZO N E 2 739 SF 4t1
•• 50'NEUSE RIPARIAN / /) \\ \ �\ II 1 11 , ,
�.. /\I I \ �
` 346 ZONE 2 BUFFER \ \• / / P. I 'ii':-
- 4004,-.,,,,,„ '...---%'": - ,,,,iini•-i '1 p s, ;• , 1..5 c.
30' NEUSE RIPARIAN V J �, ,a
♦ / I / ZONE 1 BUFFER \� / j/ l _.� ���i�;;:���,'���• � �` .,I, � ■ ■ ��..� •
, ;
r _�/ • i ryl A •�q1�i,,y, �, I A•�1��
J/ STREAM 8 // � J/ I p ',. �"ii / � �
r .i — INTERMITTENT / ,J / �/ //. 1/ �•,\ / ' ) �11
\, - / ,� / / �I I / /� / i � � SCM 7
\ / . 1 \ LIMITS OF \ / / ) / I of
''`.A. \�� �\ \ / // � ' 336� ' _ �/ / •
I// DISTURBANCE /i / / // // ( Le I
i•., ,,,,.,...... _,,,,,-____
i i / 1
1 A
i.
•
\te r �\ ( � / // /, . , 1 ��, ���
M
433
g I\ ,4\ A, II I /I I `. \ ✓ _g32 � / •/ // 1// // / MJ) M M M/ M/''/
3 it1\wc / A i / /
SCM9 �� I > > I /f v� v N...... / > / // , �o � / , / / v A! L.
le \ ) 10
\ , , _._ .
� •
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\ \ _\ r— \ / �� ( f ( / �/ Aso I tor
iy MI \/ \ \ / �J / N � \
) .1-
� \ \ \ \ \ \ l . \ / / / rt \,,,_ GRAPHIC SCALE
}
/ / I II s \ 30 0 15 30 60
�� M "co'' � il� \ \ I \) '.', \ � � / / // / � — , / / ( MH195 1
\ I \ / / / / / \ \ I �/6,e1 / r i // \ / r II \ / < /// // / // �� � � 1 inch=30 ft.
No. Revision Date By Des,gne, Scale M/ WithersRa venel
WR AS NOTED
°rawnBy Date 1001 OLIVE BRANCH ROAD BUFFER IMPACT MAP IL 1� EDlneels�Plenners�5uveors AA
E _ WR 12/7/20 g y Sheet No
,�c� Checked By Job No. 115 MacKenan Drivel Cary,NC 27511
i WR 2180318 DURHAM DURHAM COUNTY NORTH CAROLINA t:919.469.3340I license#:C-0832 Iwww.withersravenel.com

\ \
IMPACT LEGEND
7
7 \
- - - —1 \
— — — \ \ PERMANENT
ZONE 1
N NEUSE RIVER 30'BUFFER
�\ \:\ \ /,il
\� IMPACT#37 STREAM 10 i� i PERMANENT
2NT
\ �� PERMANENT BUFFER IMPACT INTERMITTENT I NEUSE RIVER 50'BUFFER
SCM 3 OUTLET RIP-RAP
\ ' I CHANNEL _ - - — I
\ ZONE 1 = N/A I
\\ \\ , \ \ ZONE 2= 178 SF 300 I -----
\I\ I EXISTING _
\ \ \302 \ / BOUNDARY — — —
\\\ \ —304- � \ �N 30'NEUSE l / / - � � � —
\ \ - 306- \ \ _ RIPARIAN ZONE 1 - / - --3o
_ BUFFER -
N /� -,� PROPOSED 30'SEWER / -
\ �308 - / / -306_ EASEMENT - �--
50'NEUSE / LIMITS OF _ _ _
-310- �\\� RIPARIAN ZONE 2 - ` J DISTURBANCE -308- _ - SS�C
BUFFER ",........ SS -
\ 310- I /
-- 312-- .N N.. .L ......./.....------ ---
,�\�--
� " / / ` \ / ' - - - - -312 - - _S• .. �\ I \ ���'� LIMITS OF
\\\ —„ 's EEEEEEEEEEE,. \ \ ss B pvG — r-� — — —\ DISTURBANCE
i 314� \ ' / \'• eEEE: �Si — —314 C
---/ N31�2-� \
r 316 \ \ \ �C:eb
. SS / / \! ...:.iEEEE : :E^ i� — — — 318
It \ \ \ �o� , , a::::::�� 't%� i. � - SCM \ \
3 8"PVC SS SS--\ nD / �-��M�z�;t �t�j�t1.— — —318 — — 320— — -\ \
/ �,- i i i:�0-•0 ��,4., — _ EASEMENT
- — — —318 , \ \ \ / /^ v- �j1 .;ems+V'-' 322- \
i .,- —.--.—.....-_, —...f ---7/ ,41 Vii.it 4 se.',4.
i %�a /� a;�ii��; ; •, 322 — — — — 326 6 GRAVEL
\1 -320-
\ L 4�1 / / / 320 / �• i� 4 h 'lh -32g� _ PEDESTRIAN TRAIL
ci \ V A \/ \ "f // / / / term-•eii{1V \ v
- - - - 322- - - � \ c>� CI ��� /j / / / /32�/ � 332 \ ,
,Ats , --
i \ \ t\ \ 1/(fil n3t; R3 / /// // II,
/ — — -324— \ \ i __ / ‘
/ /',3' 'i / ,��t. ��i.�� �,
\ CV
I A o`V� / '—..I t 00- 332 �,`•�_ ` \
� / � — —32s— — — \\ \ \�\ \ / / / '� eye // .04.1414.001
•Vita. . ' — _32a 1,��V�o�� — _i ,
-ii, I / / 43
-328 I
q PROPOSED 30' \ �\ / \ I c,a)
T►.�,3�ti33o SCM 3 III _ /_
SEWER EASEMENT \/ \ I I I I
i / -, ;1�t� / 32a \ � � / GRAPHIC SCALE
e \ \ '` \ ��� z / , / / // \ 30 0 15 30 60
L j
2 /if '� / I I is / / \ / / / 1 inch=30 ft.
@ / /33 / \ �� \�l / \ \ \ (\? , / / / \ r !/\ 9 /
8 No. Revision Date dV Designer WR AS NOTED Scale M/ WithersRavenel
sneer eo.
- Drawn By Date 1001 OLIVE BRANCH ROAD BUFFER IMPACT MAP 1/ En lneers�Planners�Surve ors AB
E - WR 12/7/20 g y
,fc� Checked By Job No. 115 MacKenan Drive I Cary,NC 27511
i WR 2180318 DURHAM DURHAM COUNTY NORTH CAROLINA t:919.469.3340 I license4:C-0832 Iwww.withersravenel.com
i

\ \\ / / /3 '
\��:` / IMPACT LEGEND
►� i
I I I l V \ �/ �r��• 72 vv Vv� � / �/ /
I \ V 1 �,��� \ VA \y STREAM 10 •
'/ \ \\.\� INTERMITTENT
— ''� / 1 _ PERMANENT
N �\ �\ / r, �1 I/'���°/ ' \ I RETAINING \\\ —
ZONE 1
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,�c� Checked By Job No. 115 MacKenan Drive I Cary,NC 27511
i WR 2180318 DURHAM DURHAM COUNTY NORTH CAROLINA t:919.469.3340 I license#:C-0832 Iwww.withersravenel.com