20201653 Ver 1_More Information Received_20210316

Staff Review
Does this application have all the attachments needed to accept it into the review process?*
r Yes r No
ID#* Version* 1
20201653
Is this project a public transportation project?* r Yes
r 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

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
Is this supplemental information that needs to be sent to the Corps?*
r Yes r No
Project Contact Information
Name: Troy Beasley
who is subrritting the inforrration?
Email Address: [e-mail]
Project Information
Existing ID #:
20201653
20170001(no dashes)
Existing Version:
1
1
Project Name: 1001 Olive Branch Road Subdivision
Is this a public transportation project?
r Yes
r No
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
r Yes r No r Unknown
County (ies)
Wake
Please upload all files that need to be submited.
C7ickthe 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 krm files are accepted.
Describe the attachments
or comments:
Original PCN submitted on 2021-01-15
Sign and Submit
W By checking the box and signing box below, I certifythat:

■ 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');
■ 1 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:
Submittal Date: Is filled in autorratically.

219 Station Road, Suite 101 | Wilmington, NC 28405 
t: 910.256.9277 | www.withersravenel.com | License No. C‐0832 
Asheville | Cary | Greensboro | Pittsboro | Raleigh | Wilmington

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: 

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. 

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).   
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 lf 3,617 sf 
Stream Temporary 39 lf 211 sf 
Secondary Impacts 
Stream Secondary 165 lf 484 sf 
Type of Impact Impact Area Square 
Footage Wetland Stream 
Permanent 0.189 ac  8,247 sf 
Permanent  285 lf 3,617 sf 
Total 0.189 ac 285 lf 11,864 sf 
(0.27 ac) 
1001 Olive Branch Road Subdivision  
Durham, Durham Co. 
NWP 29 PCN Submittal 
Page 2 of 7 

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 
1001 Olive Branch Road Subdivision  
Durham, Durham Co. 
NWP 29 PCN Submittal 
Page 3 of 7 

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 lf of permanent stream impacts 
 165 lf of indirect (secondary) stream impacts from bottomless culverts 
 39 lf 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. 
1001 Olive Branch Road Subdivision  
Durham, Durham Co. 
NWP 29 PCN Submittal 
Page 4 of 7 

“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.   
1001 Olive Branch Road Subdivision  
Durham, Durham Co. 
NWP 29 PCN Submittal 
Page 5 of 7 

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 lf of permanent stream impacts, of which 246 lf 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 
(Traditional Culvert) 113 lf  
7 Riprap Dissipater  13 lf 
10 Road Crossing 
(Traditional Culvert) 133 lf  
11 Riprap Dissipater  26 lf 
Total 246 lf 39 lf 

The applicant proposes to mitigate for the 246 lf of functional loss at a 2:1 mitigation ratio, 
resulting in the provision of 492 lf 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 lf 
33 Bottomless Culvert/Shading 83 lf 
Total 165 lf 

The applicant proposes to mitigate for the 165 lf of indirect (secondary) stream impacts at a 1:1 
mitigation ratio, resulting in the provision of 165 lf of stream mitigation. 

1001 Olive Branch Road Subdivision  
Durham, Durham Co. 
NWP 29 PCN Submittal 
Page 6 of 7 

The total stream mitigation proposed is depicted in the following table: 

Stream Mitigation Table (Total) 
Impact Type Mitigation Proposed 
Direct Stream Impacts 492 lf 
Indirect (Secondary) Stream Impacts 165 lf 
Total Mitigation Proposed 657 lf 

WithersRavenel contacted mitigation banks within the Neuse 03020201 basin, and there was no 
stream mitigation available.  Therefore, the applicant proposes to provide the 657 lf of stream 
mitigation through the NCDMS.  The letter of acceptance from NCDMS for the 657 lf 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 
20 Non‐Perpendicular Sewer Crossing in Zone 1 
(not connecting to existing manhole) 4,277 sf 0 sf 
25 Perpendicular Road Crossing Impacting >0.33 
acres of riparian buffer 11,460 sf 7,358 sf 
Total 15,737 sf 11,037 sf 

Buffer Mitigation Table 
Zone Impact Requiring 
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 
1001 Olive Branch Road Subdivision  
Durham, Durham Co. 
NWP 29 PCN Submittal 
Page 7 of 7 

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 1 of 16
PCN Form – Version 1.3 December 10, 2008 Version
Office Use Only:
Corps action ID no. _____________
DWQ project no. _______________
Form Version 1.3 Dec 10 2008
Pre-Construction Notification (PCN) Form
A. Applicant Information
1. Processing
1a. Type(s) of approval sought from the
Corps: Section 404 Permit Section 10 Permit
1b. Specify Nationwide Permit (NWP) number: 29 or General Permit (GP) number:
1c. Has the NWP or GP number been verified by the Corps? Yes No
1d. Type(s) of approval sought from the DWQ (check all that apply):
401 Water Quality Certification – Regular Non-404 Jurisdictional General Permit
401 Water Quality Certification – Express Riparian Buffer Authorization
1e. Is this notification solely for the record
because written approval is not required?

For the record only for DWQ 401
Certification:
Yes No
For the record only for Corps Permit:

Yes No
1f. Is payment into a mitigation bank or in-lieu fee program proposed for mitigation
of impacts? If so, attach the acceptance letter from mitigation bank or in-lieu
fee program.
Yes No

1g. Is the project located in any of NC’s twenty coastal counties. If yes, answer 1h
below.
Yes No

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

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

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

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

Page 4 of 16
PCN Form – Version 1.3 December 10, 2008 Version
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
project (including all prior phases) in the past?
Comments:
Yes No Unknown
4b. If the Corps made the jurisdictional determination, what type
of determination was made? Preliminary Final
4c. If yes, who delineated the jurisdictional areas?
Name (if known): Alyssa Ricci
Agency/Consultant Company: WithersRavenel
Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
Ross Sullivan with the USACE field verified the delineation on 11/14/2018 in response to the PJD request submitted on
9/24/2018. In an email dated 12/4/2018, Mr. Sullivan confirms that the delineation was field verified. As of the date of the
application, the PJD has not been issued. Please note that we are requesting issuance of the PJD in conjunction with
issuance of the NWP 29. A copy of the email from Ross Sullivan has been attached to this application.

NCDWR issued a Neuse River Riparian Buffer Determination letter (NBRRO #18-291) for the project site on 9/13/2018,
which has been attached to this application.
5. Project History
5a. Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past? Yes No Unknown
5b. If yes, explain in detail according to “help file” instructions.

6. Future Project Plans
6a. Is this a phased project? Yes No
6b. If yes, explain.
The proposed project will be constructed in phases. However, all impacts necessary to construct the entire single and
complete project have been included in this application.

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

C. Proposed Impacts Inventory
1. Impacts Summary
1a. Which sections were completed below for your project (check all that apply):
Wetlands Streams - tributaries Buffers
Open Waters Pond Construction

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

Type of impact
2c.

Type of
wetland
(if known)
2d.

Forested

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

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

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

Impact 15
P T Sewer Crossing Stream 5 PER
INT
Corps
DWQ 4 6
Impact 16
P T Sewer Crossing Stream 3 PER
INT
Corps
DWQ 4 39
Impact 27
P T Sewer Crossing Stream 1 PER
INT
Corps
DWQ 14 23
Impact 29
P T
Utility Crossing
(Water Main) Stream 15 PER
INT
Corps
DWQ 14 24
Total Temporary Stream Impacts 187
Permanent Direct Stream Impacts (Functional Loss)
Impact 6
P T
Road Crossing –
Culvert Stream 7 PER
INT
Corps
DWQ 5 113
Impact 10
P T
Road Crossing –
Culvert Stream 5 PER
INT
Corps
DWQ 6 133
Total Permanent Stream Impacts (Functional Loss)246
Permanent Direct Stream Impacts (No Functional Loss)
Impact 7
P T
Riprap Dissipator (No
Functional Loss) Stream 7 PER
INT
Corps
DWQ 5 13
Impact 11
P T
Riprap Dissipator (No
Functional Loss) Stream 5 PER
INT
Corps
DWQ 6 26
Total Temporary Stream Impacts 39
Indirect/Secondary Stream Impacts
Impact 32
P T
Bottomless Culvert -
Shading Stream 11 PER
INT
Corps
DWQ 4 92
Impact 33
P T
Bottomless Culvert -
Shading Stream 9 PER
INT
Corps
DWQ 3 73
Total Indirect/Secondary Stream Impacts 165
3h. Total stream and tributary impacts 637
3i. Comments: See PCN Cover Letter for more information on impacts.
4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then individually list all open water impacts below.
4a.
Open water
impact number
– Permanent
(P) or
Temporary (T)
4b.
Name of waterbody
(if applicable)
4c.

Type of impact
4d.

Waterbody type
4e.

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

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

Pond ID
number
5b.

Proposed use or purpose of
pond

5c.
Wetland Impacts (acres)
5d.
Stream Impacts (feet)
5e.
Upland
(acres)
Flooded Filled Excavated Flooded Filled Excavated Flooded
P1
P2
5f. Total
5g. Comments:
5h. Is a dam high hazard permit required?
Yes No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:

Page 9 of 16
PCN Form – Version 1.3 December 10, 2008 Version
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts require mitigation, then you MUST fill out Section D of this form.
6a.
Project is in which protected basin?
Neuse Tar-Pamlico Other:
Catawba Randleman
6b.
Buffer impact
number –
Permanent (P)
or Temporary
(T)
6c.

Reason for impact
6d.

Stream
name
6e.

Buffer mitigation
required?
6f.

Zone 1 impact
(square feet)
6g.

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

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

Authorization
Impact 36
P T
SCM Outfall
Allowable Upon
Authorization
Stream 10 Yes
No 678 754
Impact 37
P T
SCM Outfall
Allowable Upon
Authorization
Stream 10 Yes
No 0 178
Impact 38
P T
Greenway
Deemed Allowable Stream 10 Yes
No 0 1,885
Impact 39
P T
SCM Outfall
Allowable Upon
Authorization
Stream 5 Yes
No 897 739
Impact 40
P T
Walking Trail
Deemed Allowable Stream 10 Yes
No 0 527
6h. Total buffer impacts 41,883 35,045
6i. Comments: See PCN Cover Letter for more information on impacts.
D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
Prior to site plan design, the applicant requested that a detailed wetland delineation be conducted so that impacts to wetlands
and “waters” could be minimized.
Proposed permanent wetland and stream impacts for construction of the subdivision and infrastructure have been minimized
to only those necessary for construction of road crossings to access developable uplands within the site. There are no impacts
proposed for construction of lots or stormwater SCMs. All road crossings have been designed to cross wetlands at the
narrowest points and cross streams perpendicularly to minimize impacts to wetlands, streams, and riparian buffers.
Bottomless arch culverts have been designed for two of the three stream crossings to avoid direct stream impacts at these
locations. Indirect (secondary) impacts from shading have been assessed and will be mitigated. Additionally, headwalls have
been designed at all five road crossings to stabilize road fill and further minimize stream, wetland, and riparian buffer impacts.
Riprap dissipators will be constructed such that the riprap will be installed by burying the riprap such that the top of the riprap
matches the pre-construction contours of the natural stream bed, allowing for the passage of aquatic life and preventing a loss
of function of this section of stream channel.
Upon completion of construction, all temporarily impacted stream channels will be restored to pre-construction conditions and
grades, and temporarily stabilized with biodegradable matting and seeded with a riparian seed mix. No matting will be placed
on the stream bed.
The internal gravity sewer was designed to minimize impacts to wetlands and stream by locating the sewer line within uplands
and roads where possible. Where wetland and stream crossings could not be avoided, the alignments have been designed to
cross wetlands, streams, and buffers perpendicularly.
Impacts to riparian buffers have been minimized to the greatest extent possible. The proposed riparian buffer impacts will
occur from construction of road crossings, utilities (sewer/water) and a walking trail. All proposed riparian buffer impacts are
for uses are classified as “deemed allowable”, “allowable upon authorization” or “allowable with mitigation” in the Neuse River
Riparian Buffer Rules’ Table of Uses.
There are two buffer impacts which are “allowable with mitigation upon authorization”. The sewer line from manhole (MH) 185
to MH 200 will result in non-perpendicular (parallel) impacts to the riparian buffers of Stream 12. The 4,277 sf of non-
perpendicular buffer impacts within Zone 1 (Impact 20) are “allowable with mitigation upon authorization”. Additionally, the
“Street P” crossing of the riparian buffers associated with Stream 5 exceeds 1/3 acre and therefore is “allowable with
mitigation upon authorization”. Therefore, riparian buffer mitigation will be provided for these two impacts.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Access during construction will occur within uplands. Additionally, sediment and erosion control measures will be installed
prior to construction.

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

2b. If yes, mitigation is required by (check all that apply): DWQ Corps
2c. If yes, which mitigation option will be used for this
project?
Mitigation bank
Payment to in-lieu fee program
Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
Wetland Mitigation - Wildland Holdings – Falling Creek Stream & Wetland Mitigation Banking Instrument – McLenny Acres II
Mitigation Site
Buffer Mitigation – Wildland Holdings – Catfish Pond II Mitigation Banking Instrument – Catfish Pond II Bank Parcel
3b. Credits Purchased (attach receipt and letter)
Type:
Riparian Wetland &
Riparian Buffer
Quantity:
Wetland – 0.40 acres
Buffer – 58,248.00 sf
3c. Comments: The Statements of Availability from Wildlands Holdings have been provide as an attachment to this
application.
4. Complete if Making a Payment to In-lieu Fee Program
4a. Approval letter from in-lieu fee program is attached. Yes
4b. Stream mitigation requested: 657 linear feet
4c. If using stream mitigation, stream temperature: warm cool cold
4d. Buffer mitigation requested (DWQ only): square feet
4e. Riparian wetland mitigation requested: acres
4f. Non-riparian wetland mitigation requested: acres
4g. Coastal (tidal) wetland mitigation requested: acres
4h. Comments: The NCDMS Letter of Acceptance for stream mitigation has been provided as an attachment to this
application.
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.

Page 12 of 16
PCN Form – Version 1.3 December 10, 2008 Version
6. Buffer Mitigation (State Regulated Riparian Buffer Rules) – required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires
buffer mitigation?
Yes No

6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
Zone
6c.
Reason for impact
6d.
Total
impact
(square
feet)

Multiplier
6e.
Required mitigation
(square feet)
Zone 1
Impact 20 – Non-Perp
Sewer Crossing in Zone 1 –
4,277 sf
Impact 25 – Perp Road
Crossing >1/3 ac – 11,460
sf
15,737 sf 3 (2 for Catawba) 47,211 sf
Zone 2 Impact 25 – Perp Road
Crossing >1/3 ac – 7,358 sf 7,358 sf 1.5 11,037 sf
6f. Total buffer mitigation required:58,248 sf
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in-lieu fee fund).
Buffer mitigation will be provided through the purchase of buffer mitigation credits from Wildland Holdings – Catfish Pond
II Mitigation Banking Instrument – Catfish Pond II Bank Parcel. A copy of the Wildlands Holdings Statement of Availability
has been provided as an attachment to this application.
6h. Comments:

Page 13 of 16
PCN Form – Version 1.3 December 10, 2008 Version

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

Page 14 of 16
PCN Form – Version 1.3 December 10, 2008 Version
F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1a. Does the project involve an expenditure of public (federal/state/local) funds or the
use of public (federal/state) land? Yes No
1b. If you answered “yes” to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
Yes No
1c. If you answered “yes” to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
letter.)
Comments:
Yes No
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards,
or Riparian Buffer Rules (15A NCAC 2B .0200)?
Yes No
2b. Is this an after-the-fact permit application? Yes No
2c. If you answered “yes” to one or both of the above questions, provide an explanation of the violation(s):
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in
additional development, which could impact nearby downstream water quality? Yes No
3b. If you answered “yes” to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered “no,” provide a short narrative description.
The proposed project is a single and complete project with no additional property under contract for purchase and no
future phases anticipated and is not anticipated to be a catalyst for future development. In the event that additional
development by others occurs adjacent to the proposed project, those developments will be required to meet local, state
and federal regulations which will prevent impacts to nearby downstream water quality.
4. Sewage Disposal (DWQ Requirement)
4a. Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility.
City of Durham sanitary sewer

Page 15 of 16
PCN Form – Version 1.3 December 10, 2008 Version

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
habitat? Yes No
5b. Have you checked with the USFWS concerning Endangered Species Act
impacts? Yes No
5c. If yes, indicate the USFWS Field Office you have contacted. Raleigh
Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
WR reviewed the NC Natural Heritage Program database, located at https://ncnhde.natureserve.org/, as well as NCNHP
GIS data to identify if there were any known occurrences of endangered species on or near the proposed project. The
review of the NHP data did not identify any recent occurrences of federally listed threatened or endangered species or
critical habitat on the subject property or within 1.0 miles of the project, see attached NCNHP project review letter dated
1/14/2021.
Site reviews did not identify any potential habitat for bald eagle, Michaux’s sumac or smooth coneflower.
The proposed project is not within the USFWS known range for Atlantic pigtoe and dwarf wedgemussel.
The project site is within the known range of the Carolina madtom and Neuse River waterdog. All but two of the onsite
streams are small intermittent streams which are not potential habitat for these species. Additionally, the onsite perennial
streams (Streams 1 and 15) are not small rivers and are less than 15 meters wide) and therefore are not potential habitat
for Carolina madtom and Neuse River waterdog. Therefore, WR concludes that the proposed project will not adversely
affect federally listed species or their designated critical habitat.
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat? Yes No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
WR reviewed the NOAA Essential Fish Habitat online mapper, located at:
http://www.habitat.noaa.gov/protection/efh/efhmapper/index.html. There are no waters classified as EFH in Durham
County.
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
Yes No
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
WR reviewed the NC State Historic Preservation Office’s online database, located at: http://gis.ncdcr.gov/hpoweb/, to
determine if there were any known historic or cultural resources within or in the vicinity of the proposed project. The
database review did not identify any known resources within the proposed project. There are numerous historic houses
within 0.5 miles listed on the SHPO database. However, they are all listed as having a status of “ineligible” or “none”.
The proposed project will have no impact on these structures due to the distance from the project.

Page 16 of 16
PCN Form – Version 1.3 December 10, 2008 Version
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain? Yes No
8b. If yes, explain how project meets FEMA requirements:
8c. What source(s) did you use to make the floodplain determination? www.ncfloodmaps.com

Troy Beasley – WithersRavenel
Authorized Agent

Applicant/Agent's Printed Name

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

1/15/2021

Date

WithersRavenel
Our People. Your Success. 

PRE‐FILING MEETING REQUEST FORM & 
NCDEQ EMAIL DOCUMENTING  
NO PREFILING MEETING NEEDED 

DWR Pre-Fil ing Meeting Req u est Form
Contact Name *
Contact Email Addre ss *
Proje ct Owne r *
Proje ct Name *
Proje ct County *
Owne r Addre ss:*
Is this a transportation proje ct?*
Type (s) of approv al sought from the DWR:
Doe s this proje ct hav e an e xisting proje ct ID#?*
Do you know the name of the staff me mbe r you would like to re que st a me e ting with?
Ple ase giv e a brie f proje ct de scription be low.*
Please give a couple of dates you are available for a meeting.
Troy Beasley
[e-mail]
Mungo Homes of North Carolina
Olive Branch Road
Wake
City
Durham
State / Province / Region
NC
Postal / Zip Code
27703
Country
USA
Street Address
1001 Olive Branch Road
Address Line 2
Yes No
401 Water Quality Certification -
Regular
401 Water Quality Certification -
Express
Individual Permit Modification
Shoreline Stabilization
Yes No
Stephanie Goss
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.
11/23/2020
11/18/2020
Ple ase attach the docume ntation you would like to hav e the me e ting about.
Signature *
Submittal Date
12/2/2020
12/3/2020
Pre-App Calendar Invite_2019-11-21.pdf 93.47KB
Olive Branch Road_Overall Impact & Phasing
Plan.pdf
3.13MB
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.
11/2/2020
1
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. 
WithersRavenel
Our People. Your Success. 

AGENT AUTHORIZATION 

WithersRavenel
OurPeople.YourSuccess.
115MacKenanDrive|Cary,NC27511
t:919.469.3340|f:919.467.6008|www.withersravenel.com|LicenseNo.CŊ0832
Cary|Greensboro|Pittsboro|Raleigh|Wilmington

AUTHORITYFORAPPOINTMENTOFAGENT
Theundersignedowner(s),ClaytonPropertiesGroup,Inc(Client)doesherebyappoint
WithersRavenel,Inc.ashis,her,orit'sagentforthepurposeofpetitioningtheappropriate
local,stateandfederalenvironmentalregulatoryagencies(USArmyCorpsofEngineers,NC
DivisionofWaterQuality,NCDivisionofCoastalManagement,localmunicipalities,etc.)for:
a)reviewandapprovalofthejurisdictionalboundariesofonsitejurisdictionalareas
(wetlands,streams,riparianbuffers,etc.)and/or;b)preparationandsubmittalofappropriate
environmentalpermitapplications/requestsforthe±216.83acreproperty;DurhamCounty
PIN:0860Ŋ02Ŋ52Ŋ5166;locatedat1001OliveBranchRoadinDurham,NC.
TheClientdoesherebyauthorizethatsaidagenthastheauthoritytodothefollowingacts
onbehalfoftheowner:
(1)Tosubmitappropriaterequests/applicationsandtherequired
supplementalmaterials;
(2)ToattendmeetingstogiverepresentationonbehalfoftheClient.
(3)Toauthorizeaccesstosubjectpropertyforthepurposeof
environmentalreviewbyappropriateregulatoryagencies.


Thisauthorizationshallcontinueineffectuntilcompletionofthecontractedtaskor
terminationbytheClient.
 Date:
Agent'sName,Address&Telephone:SignatureofClient:
WithersRavenel,Inc.
(NameŊPrint)(Title)
115MacKenanDrive
Cary,NC27511(Signature)
Tel.(919)Ŋ469Ŋ3340
MailingAddress
City StateZip

Phone:
Email:
1/12/2021
Chris Simmering, VP of Land Acquisition & Development
2521 Schiefflin Road, Suite 116
Apex NC 27502
910-390-5299
[e-mail]
WithersRavenel
Our People. Your Success. 

USGS QUADS 

PROJECT LOCATION
1001 OLIVE BRANCH ROAD USGS QUAD (2019) - SE DURHAM
DURHAM DURHAM COUNTY NORTH CAROLINA
1 inch = 2000 ft.
GRAPHIC SCALE
0 1000 2000
WithersRavenel
Engineers | Planners | Surveyors
PROJECT BOUNDARY
1001 OLIVE BRANCH ROAD USGS QUAD (2019) - SE DURHAM
DURHAM DURHAM COUNTY NORTH CAROLINA
1 inch = 700 ft.
GRAPHIC SCALE
0 350 700
WithersRavenel
Engineers | Planners | Surveyors
WithersRavenel
Our People. Your Success. 

DURHAM CO. SOIL SURVEY 

PROJECT BOUNDARY
1001 OLIVE BRANCH ROAD DURHAM CO. SOIL SURVEY (1976) -
DURHAM DURHAM COUNTY NORTH CAROLINA
1 inch = 700 ft.
GRAPHIC SCALE
0 350 700
WithersRavenel
Engineers | Planners | SurveyorsSHEETS 28 & 33
WithersRavenel
Our People. Your Success. 

PARCEL/PROPERTY OWNER INFO 

Detailed Parcels Report Friday, July 13, 2018
Tax Maps are not to be used to establish boundaries and/or
size. Use for such is solely the responsibility of the user.
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
LLC  Owner Address C/O SSP SOUTHWEST
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 

DOC NI
C
H
O
L
S
R
O
A
D
OLIVE
BRANCH
ROAD
STREAM 5
SUBJECT TO BUFFERS
(INTERMITTENT)
STREAM 14
SUBJECT TO BUFFERS
(INTERMITTENT)
50' NEUSE RIVER
RIPARIAN BUFFER
WETLAND D
PROJECT BOUNDARY
CULVERT
PERENNIAL
STREAM START
WETLAND C
WETLAND B
WETLAND A
WETLAND E
WETLAND E
WETLAND F
STREAM 15
SUBJECT TO BUFFERS
(PERENNIAL)
STREAM 13
NOT SUBJECT TO
BUFFERS
(INTERMITTENT)
STREAM 12
SUBJECT TO BUFFERS
(INTERMITTENT)
STREAM 11
SUBJECT TO BUFFERS
(INTERMITTENT)
STREAM 10
SUBJECT TO BUFFERS
(INTERMITTENT)
STREAM 9
SUBJECT TO BUFFERS
(INTERMITTENT)
STREAM 7
NOT SUBJECT TO
BUFFERS
(INTERMITTENT)
STREAM 6
NOT SUBJECT TO
BUFFERS
(INTERMITTENT)
STREAM 5
SUBJECT TO BUFFERS
(INTERMITTENT)
STREAM 8
NOT SUBJECT TO
BUFFERS
(INTERMITTENT)
STREAM 2
SUBJECT TO BUFFERS
(INTERMITTENT)
STREAM 17
SUBJECT TO BUFFERS
(INTERMITTENT)
STREAM 17
SUBJECT TO BUFFERS
(PERENNIAL)
STREAM 3
NOT SUBJECT TO
BUFFERS
(INTERMITTENT)
STREAM 4
NOT SUBJECT TO
BUFFERS
(INTERMITTENT)
STREAM 1
SUBJECT TO BUFFERS
(PERENNIAL)
STREAM 10
SUBJECT TO BUFFERS
(INTERMITTENT)
1001 OLIVE BRANCH ROAD APPROVED WETLAND/BUFFER
DURHAM DURHAM COUNTY NORTH CAROLINA
1 inch = 700 ft.
GRAPHIC SCALE
0 350 700
WithersRavenel
Engineers | Planners | SurveyorsDELINEATION EXHIBIT
NOTES:
1) DELINEATION AND JURISDICTIONAL STATUS
FIELD VERIFIED BY ROSS SULLIVAN OF
USACE ON 11/14/2018 (SAW-2018-01873).
2) BUFFER DETERMINATION ISSUED BY
JEREMIAH DOW OF NCDWR ON 09/13/2018
(NBRRO#18-291).
3) WETLAND/STREAM LOCATIONS ARE
APPROXIMATE, BASED ON GPS LOCATION,
DURHAM CO. GIS DATA AND TOPOGRAPHIC
INTERPRETATION.
WithersRavenel
Our People. Your Success. 

NCDWR BUFFER DETERMINATION LETTER 

Water Resources
I nyukinmental Quatity
September 13, 2018
Raleigh Durham RTP, LLC
Attn. Schott Coblentz
2820 Selwyn Ave., Ste. 500
Charlotte, NC 28209
ROY COOPER
I ffJV�'7'iicJ7
MICHAEL S. REGAN
Secrelarl.
LINDA CULPEPPER
lnrerim Director
Subject: Buffer Determination Letter
NBRRO #18-291
Durham County
Determination Type:
Buffer
Intermittent/Perennial
® Neuse (15A NCAC 2B .0233)
❑ Tar -Pamlico {l5A NCAC 26 .0259)
® Intermittent/Perennial Determination (where local buffer
ordinances apply)
❑ Jordan (15A NCAC 2B .0267)
(governmental and/or interjurisdictional
projects)
Project Name
Address/Location:
Olive Branch Road
t001 Olive Branch Road, Durham, NC 27703
Stream(s): UTs to Martin Creek & Lick Creek
Determination Date: 09/11/2018
Staff: Jeremiah Dow
Stream
EXPO)
Not
Subject
Start@
Stop
Soil
USGS
Feature
Sub'eet {z�
Survey
To o
A
P
x
Throughout
x
x
$
[
x
DWR Flag:
Confluence wl
x
35.948573,-78.780175
Feature A
DWR Flag:
C
[
x
Property Boundary
35.947779,-78.780830
x
Becomes Perennial
C
P
x
DWR Flag:
Confluence wl
x
35.947779,-78.780830
Feature A
D (Segment l }
[
x
Start at DWR Flag on
DWR Flag:
x
the West property line
35.951564:-78.778028
D (Segment 2)
[
x
DWR Flag:
DWR Flag:
x
x
35.951578,-78.775323
35.949951,-78.773572
E
NP
x
—
—
x
F
E
x
-I
-
x
C'
1
x
DWR Flag
Confluence wl
x
35,954365,-78.779239
Feature ]
(1) E = Ephemeral, I = 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 Duce
1628 Mail service Center I Raleigh, North Carolina 27699-1628
9197914200

1001 Olive Branch Road
Durham County
09/13/2018
Page 2 of 3
Stream
VIM")
Not
Subjec
Start@
Stop@
Soil
USGS
]Feature
Subject(')
t
Survey
Topo
H
1
X
DWR Flag:
Confluence �4
X
35.957625,-78.778331
Feature J
1
1
X
DWR Flag:
Confluence w
X
35,955329,-78.781347
Feature 1
3 (Segment l)
1
X
DWR flag:
DWR Flag:
X
X
35.955317,-78.777701
35.957246,-78.780340
! (Segment 2)
1
X
DWR Flag:
Conf. w!
X
X
35.9574 M-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: *
35.963186.-78.778280
DWR Flag
X
X
N
E
X
-
-
x
0
1
X
DWR Flag:
Confluence w/
Not Depicted
35.949042.-78.777174
Feature A
P
1
X
DWR Flag:
Confluence w/
Not Depicted
35.949145,-78.778576
Feature A
Q
E
X
—
—
Not Depicted
R
I
X
DWR Flag:
Confluence W/
Not Depicted
35.951072, •78,779180
Feature D
S
E
}{
Not Depicted
'r
E
X
—
—
Not Depicted
V
I
X
DWR Flag.
Confluence ► /
Not Depicted
35.952761,-78.780835
Feature
W
I
X
DWR Flag:
Confluence W1
Not Depicted
35.951945,-78.781298
Feature D
( l ) E = Ephemeral, l _ Intermittent, P — Perennial, NP = Not Present
(1) Refers to State riparian 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 l: 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 for it determination by the
Director shall be referred to the Director in writing. If sending via US Postal Service: c/o Karen Higgins;
DWR -- 401 & Buffer Permitting Unit, 1617.fail 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 [phone].
Si sere] ,
G� r7ater
271
Danny Smit
Supervisor,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 #18-291
Ch '
Feature M - Intermittent
Start point at: 35.96318615•-78-77828097'
Feature K End: DWR Flag
' Perennial Throughout
Start point does not reflect stream origin- Feature was
f M ' not assessed upstream of start point because it was too
!r ' A far outside the site boundary.
'J #' ■ Feature L - Intermittent
_ Start at DWR Flag:
` 35-96065748.-78.77902203
41 " �'.► Stop at DWR Flag: ; -
35.96087266,-78.77940656
Feature J - Segment 2
Intermittent
Start at DWR Flag: �: -' 4.`;:. •'
35 15741837,-78,7805817 Feature H - Intermittent f
- S �-•� Start at DWR Flag:
f 35.95762577•-78-77833125
s a.
Feature I - Intermittent Y, PIE.
M Start at DWR Flag: K _
35-95532929,-78.78134758 ~ Feature G - Intermittent
Start at DWR Flag:
35.95436552,-78.7792396
Feature J - Segment 1 r, *� a W- _
"• ' Intermittent _ ■
Start at DWR Flag: Approximate Start of '
w5C 35,95531702.-78.77770149 Feature G
1N` B Feature E - Not Present
Feature N - Ephemeral; Not Subject
not Subject within 200' of
property boundary-
Feature F -Ephemeral
Not Subject Feature D - Segment 2
Feature D- Segment 1 Intermittent
approximate Stop: Start at DWR Flag:
35,95156498,-78.77802881 " 35.95157891.-78.77532347
s Feature D - Segment 2
« Feature D -Segment 1 - ` � �
{ approximate StOOL
Intermittent }
Start at DWR Flag on ` : *�; Yi 35.94995122,-78.77357277
.- west property boundary
r Feature B - Intermittent Pf�
— Start at DWR Flag:
I Feature C - Intermittent 1 • 35.94857323,-78-78017535 {
" Start at Property Boundary rir..�� r
Transitions to Perennial stream at
35.94777947,-78-78083041 �.
Feature C -Approximate Perennial start point �" FeatureA
.- at DWR Flag: 35.94777947,-78.78083041 Perennial Throughout
f % y am^
Legend
Approximate locations of
Intermittent/Perennial streams depicted
on NRCS Soil Map
Approximate Site Boundary
Map provided by NCDEQ Division
of Water Resources
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
Feature M - Intermittent
Start point at: 35.96318615.-78.77828097•
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.
Feature J - Segment 2
Intermittent
Start at DWR Flag:
35.95741837,-78.7805817
Feature J - Segment 1
approximate stop at:
35.95724638,-78.78034073
a
Feature J - Segment 1
Intermittent
Start at DVVR Flag:
35.95531702,-78.77770149
Feature D - Segment 1
approximate Stop:
35,95156498.-78,77802881
Feature D - Segment 1
Intermittent
Start at DWR Flag on
west property boundary
Feature D - Segment 2
Intermittent
Start at DWR Flag.
35.95157891,-78.77532347
Feature D - Segment 2
approximate Stop:
35.94995122,-78,77357277
L--dFeature A
Perennial Throughout
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
Approximate Site Boundary
0 500 1,000 2,000
Feet
Map provided by NCDEQ Division
of Water Resources
Locations are approximate and are
provided for reference only ::

1001 Olive Br. Rd., Durham
Stream Determination #18-291
This map depicts streams which were identified
on site but are not depicted on the NRCS Soil Map
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 0213, and may be subject to
local riparian buffer ordinances.
Feature V
Intermittent
Start at DWR Flag:
35,95276124,-78,78083588
Feature W
Intermittent `
Feature O
Start at DWR Flag
Intermittent
35.9519459,-78,78129824
Start at DWR Flag:
35.94904237,-78.77717469
Feature R
Intermittent 0000
Start at DWR Flag
35.95107212,-78.77918064
Feature P
Intermittent
Start at DWR Flag:
35.9491459%-78,77857682
USGS The National Map. National Boundaries Dataset, National EEevation
❑ataset, Geographic Names Information System, National Hydrography
❑ataset, National Land Cover Database, National Structures Dataset, and
National Transportation Dataset: U.S. Census Bureau - TIGER/Line; HERE
Road Data. Data Refreshed July, 2017.
Legend
Approx. location of streams Identified on
site but not depicted on NRCS Soil Map
or USGS Topo Map
Approximate Site Boundary
Map provided by NCDEQ Division
of Water Resources
Locations are approximate and are
provided for reference only ::
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) <[e-mail]>
Sent: Wednesday, September 26, 2018 11:34 AM
To: Phillips, Lyle <[e-mail]>
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: [e-mail]

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:[e-mail]]
Sent: Monday, September 24, 2018 4:38 PM
To: Sullivan, Roscoe L III CIV (US) <[e-mail]>
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.

Lyle Phillips
115 MacKenan Drive   |   Cary, NC 27511 Office: 919.469.3340   |   Direct: 919.535.5165
[e-mail]
CONFIDENTIALITY AND NONDISCLOSURE

CLASSIFICATION: UNCLASSIFIED
DOC NIC
H
O
L
S
R
O
A
D
OLIVE
BRANCH
ROAD
STREAM 4
POTENTIAL
NON-WETLAND
WATERS OF US
STREAM 1
POTENTIAL NON-WETLAND
WATERS OF US
STREAM 1
POTENTIAL NON-WETLAND
WATERS OF US
WETLAND D
S-13 START
REVIEW AREA
S-12 START
S-10 START
S-14 START
S-15 START
S-16 START
S-16 STOP
S-1 START
S-2 START
S-9 START
S-11 STOP
S-5 START S-11 STOP
S-4 START
WETLAND E
POTENTIAL WETLAND
WATERS OF US
WETLAND G
POTENTIAL WETLAND
WATERS OF US
WETLAND F
POTENTIAL WETLAND
WATERS OF US
S-8 START
S-11 RESTART
CULVERT
STREAM 17
POTENTIAL NON-WETLAND
WATERS OF US
S-12 & S-14
STOP
S-14 RESTART
STREAM 3
POTENTIAL NON-WETLAND
WATERS OF US
STREAM 2
POTENTIAL
NON-WETLAND
WATERS OF US
STREAM 8
POTENTIAL
NON-WETLAND
WATERS OF US
STREAM 5
POTENTIAL NON-WETLAND
WATERS OF USSTREAM 5
POTENTIAL NON-WETLAND
WATERS OF US
WETLAND A
POTENTIAL WETLAND
WATERS OF US
STREAM 6
POTENTIAL NON-WETLAND
WATERS OF US
STREAM 7
POTENTIAL NON-WETLAND
WATERS OF US
STREAM 11
POTENTIAL NON-WETLAND
WATERS OF USSTREAM 10
POTENTIAL NON-WETLAND
WATERS OF US
STREAM 9
POTENTIAL NON-WETLAND
WATERS OF US
STREAM 12
POTENTIAL NON-WETLAND
WATERS OF US
STREAM 13
POTENTIAL NON-WETLAND
WATERS OF US
WETLAND B
POTENTIAL WETLAND
WATERS OF US
STREAM 14
POTENTIAL NON-WETLAND
WATERS OF US
STREAM 15
POTENTIAL NON-WETLAND
WATERS OF US
STREAM 16
POTENTIAL NON-WETLAND
WATERS OF US
WETLAND C
POTENTIAL WETLAND
WATERS OF US
STREAM
STOP
DP-3 & DP-4
PERENNIAL
START
DP-1 & DP-2
1001 OLIVE BRANCH ROAD APPROVED WETLAND
DURHAM DURHAM COUNTY NORTH CAROLINA
1 inch = 700 ft.
GRAPHIC SCALE
0 350 700
WithersRavenel
Engineers | Planners | SurveyorsDELINEATION EXHIBIT
NOTES:
1) DELINEATION AND JURISDICTIONAL STATUS
FIELD VERIFIED BY ROSS SULLIVAN OF
USACE ON 11/14/2018.
2) BUFFER DETERMINATION ISSUED BY
JEREMIAH DOW OF NCDWR ON 09/13/2018.
3) WETLAND/STREAM LOCATIONS ARE
APPROXIMATE, BASED ON GPS LOCATION,
DURHAM CO. GIS DATA AND TOPOGRAPHIC
INTERPRETATION.
WithersRavenel
Our People. Your Success. 

NCNHP PROJECT REVIEW LETTER 

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:
https://www.fws.gov/offices/Directory/ListOffices.cfm?statecode=37.
Please note that natural heritage element data are maintained for the purposes of conservation
planning, project review, and scientific research, and are not intended for use as the primary criteria
for regulatory decisions. Information provided by the NCNHP database may not be published
without prior written notification to the NCNHP, and the NCNHP must be credited as an information
source in these publications. Maps of NCNHP data may not be redistributed without permission.
Also please note that the NC Natural Heritage Program may follow this letter with additional
correspondence if a Dedicated Nature Preserve, Registered Heritage Area, Land and Water Fund
easement, or an occurrence of a Federally-listed species is documented near the project area.
If you have questions regarding the information provided in this letter or need additional assistance,
please contact Rodney A. Butler at [e-mail] or 919-707-8603.
Sincerely,
NC Natural Heritage Program
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 https://ncnhde.natureserve.org/help. 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
Group
EO ID Scientific Name Common Name Last
Observation
Date
Element
Occurrence
Rank
Accuracy Federal
Status
State
Status
Global
Rank
State
Rank
Natural
Community
40073 Dry-Mesic
Oak--Hickory Forest
(Piedmont Subtype)
---2020-07 B 2-High ------G4G5 S4
Natural
Community
40072 Mesic Mixed Hardwood
Forest (Piedmont
Subtype)
---2020-07 C 2-High ------G3G4 S4
Natural
Community
40071 Piedmont Levee Forest
(Typic Subtype)
---2020-07 B 2-High ------G3G4 S3S4
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 Type
Triangle Greenways Council Preserve Triangle Greenways Council Private
Definitions and an explanation of status designations and codes can be found at https://ncnhde.natureserve.org/help. 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
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Page 4 of 4
WithersRavenel
Our People. Your Success. 

USFWS T&E LIST FOR DURHAM CO. 

Endangered Species, Threatened Species, and Candidate Species,
Durham County, North Carolina
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 "C1" 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.goy/migratorvbirds/baldeagle.htm
Threatened due to similarity of appearance(T(S/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
Our People. Your Success. 

WILDLANDS HOLDINGS STATEMENT OF 
AVAILABILITY FOR WETLAND  
AND BUFFER MITIGATION 

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

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

Cc: Ms. Katie Merritt | NC Division of Water Resources (bi-annually)
Mr. Troy Beasley | WithersRavenel

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

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
Sincerely,

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

Cc: Ms. Katie Merritt, Nutrient Offset & Buffer Banking Coordinator | NC Division of Water Resources
Mr. Troy Beasley | WithersRavenel

WithersRavenel
Our People. Your Success. 

NCDMS LETTER OF ACCEPTANCE  
FOR STREAM MITIGATION 

January 12, 2021

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
(8-digit HUC) Impact Type Impact Quantity
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,

FOR James. B Stanfill
Asset Management Supervisor

cc: Troy Beasley, agent

WithersRavenel
Our People. Your Success. 

SITE PLANS 

DOC N
ICHOLS
ROAD
OLIVE
B
R
A
N
C
H
R
O
A
D
(60' PU
B
LI
C
R/
W,
4
5
M
P
H
)
OLIVE BRANCH R
O
A
D
PHASE 1
PHASE 3
PHASE 3
PHASE 8
PHASE 2
PHASE 4
PHASE 5
PHASE 9
PHASE 7
PHASE 6
SCM
SCM
SCM
SCM
SCM
SCM
SCM
SCM
SCM
SCM
No.
Checked By
Revision Designer
Drawn By
Date By Scale
Date
Job No.
Sheet No.WithersRavenel
Engineers | Planners | Surveyors
115 MacKenan Drive | Cary, NC 27511 | t: 919.469.3340 | license #: C-0832 | www.withersravenel.com
E 1.0
02180318
01/09/2020
1"=200'
DURHAM COUNTY NORTH CAROLINA
OLIVE BRANCH ROAD
(216.83 AC. SITE)
UNIT MIX - PHASE PLAN
FOR MUNGO HOMES
GRAPHIC SCALE
1 inch = 200 ft.
200 0 100 200 400
PRELIMINARY
NOT APPROVED FOR
CONSTRUCTION
LOT TYPES
GARDEN LOTS (41'x110')
3 - STORY TOWNHOME LOTS (100' MIN DEPTH)152 LOTS
103 LOTS
MAGNOLIA OR GARDEN LOTS (43'x112')41 LOTS
VANGUARD LOTS (55'x120') 79 LOTS
CADENCE LOTS (51'x120')22 LOTS
616 LOTSTOTAL PROPOSED LOTS
MAGNOLIA OR GARDEN LOTS (41'x112')41 LOTS
VANGUARD LOTS (53'x120')30 LOTS
7 LOTS
2 LOTS
21 LOTS
22 LOTS
101 LOTS*
-
-
49 LOTS
-
-
-
-
103 LOTS
-
-
103 LOTS
-
-
-
-
90 LOTS
-
-
-
TOTAL
PHASE 1 PHASE 3 PHASE 4
2 - STORY TOWNHOME LOTS (96' MIN DEPTH)90 LOTS--90 LOTS
PREMIER LOTS (53'x120')58 LOTS---
-
-
19 LOTS
-
22 LOTS
-
3 LOTS
-
-
-
19 LOTS
-
57 LOTS
-
13 LOTS
-
-
-
6 LOTS
-
47 LOTS
-
8 LOTS
-
PHASE 5 PHASE 7 PHASE 8
---
-25 LOTS33 LOTS
-
39 LOTS
-
-
80 LOTS
41 LOTS
-
-
PHASE 9
-
-
96 LOTS
-
-
-
96 LOTS
-
-
-
PHASE 2
-
-
-
14 LOTS
-
20 LOTS
-
6 LOTS
-
PHASE 6
-
-
-
* MORE THAN 100 LOTS REQUIRES SECOND WATER FEED.
TPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTP TPTP
TPTPTPTP
TPTPTPTP
TP
TP
TPTPTPTP
TPTPTPTPTP
TP
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W
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SUPPORT
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PP
PP
PP
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L
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W
W
W
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W W
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W
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308
306
307
309
236
228
235
234
226
233
232224
231
230
163
164
165
176
171
162
314
312
166
175
174
173
172
168
170
169
167
159
158
155
156
157
313
311
310
30 31 32 33 34
221 220 219 218 217 216223 215222
214
36
44
37
45
38
46
39
47
40 41 42
35
43
52
60
53
61
54 5548 5649
57
50
58
51
59
181
180
179
178
177
338
337
336
335
334
340
339
224224
225
227
160
161
154
229
PHASE 2
PHASE 2
PHASE 2
PHASE 1
PHASE 2
PHASE 3
PHASE 2
PHASE 2
PHASE 2
PHASE 1
PHASE 2 SSSS
SS
SS
SSSSSSSSSSSSSSSSSSSS
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SSSSSSSSSSSSSSSSSSSSSSSSSTREET K BOWHALL DRIVESTRE
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SCM #6
SCM #4
SCM #5
SCM #7
OLIV
E
B
R
A
N
C
H
R
O
A
D
EX. (60'
P
U
BLI
C
R/
W)DOC NICHOLS ROADEX. (60' PUBLIC R/W)OLIVE BRANCH ROAD
EX. (60' PUBLIC R/W)OLIVE BRANCH ROAD
EX. (60' PUBLIC R/W)
20' x 10' BOTTOMLESS
CULVERT
15" RCP
TBM: RR SPIKE IN PP
ELEV: 314.79'GRAVEL DRIVERIP RAPPIN No. 086080041650
MARIE MOSES
DB 295, PG 396
PB 18A, PG 188
OLIVE BRANCH ROAD
60' PUBLIC RIGHT OF WAY
EIP
EIR
20' x 10' BOTTOMLESS
CULVERT
SSSSSSSSSSSSS
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Revisions
k:\18\18-0310\180318-olive branch\CAD\drawing sets\site plan\3.0 OVERALL UTILITY PLAN.dwg- Thursday, December 31, 2020 6:10:11 PM - ECHEVARRIA, ARNALDOSheet No.
Designer
Drawn By
Date
Job No.WithersRavenel115 MacKenan Drive | Cary, NC 27511 | t: 919.469.3340 | license #: C-0832 | www.withersravenel.com$ngineers [ /Kanners [ STrveyors1001 OLIVE BRANCH ROADPHASE 1DURHAM, NORTH CAROLINA02180318
4/28/2020
MJ/KV
BM/KV
1 COD Comments &
Phasing Revision 8/4/20
2 COD Comments
2nd Review 1/4/21NORTH C A RO
L
IN
APRO F E SSIO
N
ALE
NGI N E E RSEAL
047425
ARNA
LDO E C H E V ARRIAPRELIMINARY
NOT APPROVED FOR
CONSTRUCTIONOVERALL UTILITY PLAN3.0
GRAPHIC SCALE
1 inch = 200 ft.
200 0 100 200 400
SHEET 3.2
SHEET 3.1 SHEET 3.4
SHEET 3.3 SHEET 3.7
SHEET 3.6
SHEET 3.5
WithersRavenel
Our People. Your Success. 

WETLAND & STREAM IMPACT MAPS 

20.04'
OLIVE B
R
A
N
C
H
R
O
A
D
EX. (60'
P
U
B
LI
C
R/
W
)8 PVCSHEET M-1
SHEET J
SHEET K
SHEET L
SHEET H
SHEET F
SHEET G
SHEET C
SHEET E
SHEET D
SHEET M-2
SHEET B
SHEET I
SEWER OUTFALL TO BE CONSTRUCTED BY
THE CITY OF DURHAM AS PART OF PROJECT
PERMITTED UNDER SAW-2019-00337
RIPRAP BANKSTABILIZATION SCM 1SCM 2SCM
6
SCM

3
SCM 8SCM 4SCM
7
SCM 9
SCM 10
(WET P
O
N
D
)SCM 11OPEN SPACECC
C
C
BARN
BARN(RUINS)GREAT LAWN
20.04'
SCM 5
(WET P
O
N
D
)
RIPRAP BANKSTABILIZATION
VICINITY MAP
1"=4000'
N
W E
S
OVERALL IMPACTS MAP
SITEOLIVE
BRANCH
ROADDOC NICHOLS ROADLEE
S
V
I
L
L
E

R
O
A
D KEMP ROADVIGIL ROADNo.
Checked By
Revision Designer
Drawn By
Date By Scale
Date
Job No.
Sheet No.WithersRavenel
Engineers [ Planners [ STrveyors
115 MacKenan Drive | Cary, NC 27511
t: 919.469.3340 | license #: C-0832 | www.withersravenel.com2180318
12/7/20
AS NOTED
DURHAM DURHAM COUNTY NORTH CAROLINA WR
WR
WR
1001 OLIVE BRANCH ROAD A
GRAPHIC SCALE
500 0 250 500 1000
1 inch = 500 ft.
OHEOHEOHEOHEOHEOHEOHEOHEOHEW
W
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
S
S
S
S
S
MH 338" PVCPROPOSED 30'
SEWER EASEMENT
WETLAND D
IMPACT #1
TEMPORARY WETLAND IMPACT
SEWER CROSSING
0.072 AC (3,136 SF)
31
83103
0
8
3
0
6
3
0
4
3
0
2
3
0
0 298296300
3
1
0
294
310
312
314
296
LIMIT OF
DISTURBANCE
SEWER OUTFALL TO BE
CONSTRUCTED BY THE CITY OF
DURHAM AS PART OF PROJECT
PERMITTED UNDER SAW-2019-00337
STREAM 15
PERENNIAL
6' GRAVEL
PEDESTRIAN TRAIL
EXISTING 30'
SEWER EASEMENT
TEMPORARY EXISTING
15' CONSTRUCTION
EASEMENT
1
5
"

P
V
C
MH 14
15" PV
C
8" PVC24"
PVC24" PVCMH 7
1
5
"

P
V
C
MH 205
MH 12
WETLAND D
30' ACCESS
EASEMENT
PROPOSED 12"
DIP WATERLINE STREAM 15
PERENNIALOLIVE BRANCH ROADEX. (60' PUBLIC R/W)
LIMITS OF
DISTURBANCE
100' F/J-B OVERLAY
50' NEUSE
RIPARIAN ZONE 2
BUFFER
50' NEUSE
RIPARIAN ZONE
2 BUFFER
30' NEUSE
RIPARIAN ZONE
1 BUFFER
30' NEUSE
RIPARIAN ZONE 1
BUFFER
TOP OF
BANK
25' COD WETLAND
BUFFER
100' F/J-B
OVERLAY
WETLAND & STREAM IMPACT MAP B
No.
Checked By
Revision Designer
Drawn By
Date By Scale
Date
Job No.
Sheet No.WithersRavenel
$ngineers [ /lanners [ STrveyors
115 MacKenan Drive | Cary, NC 27511
t: 919.469.3340 | license #: C-0832 | www.withersravenel.com2180318
12/7/20
AS NOTED
DURHAM DURHAM COUNTY NORTH CAROLINA WR
WR
WR
1001 OLIVE BRANCH ROAD
1 inch = 30 ft.
30
GRAPHIC SCALE
0 15 30 60
IMPACT LEGEND
PERMANENT WETLANDS
TEMPORARY WETLANDS
PERMANENT STREAM (NO FUNCTIONAL LOSS)
PERMANENT STREAM (FUNCTIONAL LOSS)
TEMPORARY STREAM
SS
SS
SS SSSSSSSSSSSS
SS
SS
SSSSSSSS
LIMITS OF
DISTURBANCE
PROPOSED 30'
SEWER EASEMENT
PROPOSED 30' SEWER
EASEMENT
50' NEUSE RIPARIAN
ZONE 2 BUFFER
30' NEUSE RIPARIAN
ZONE 1 BUFFER
IMPACT #2
TEMPORARY STREAM IMPACT
SEWER CROSSING
8 LF (139 SF)
WETLAND B
354356354
356
358320330340350316318322324326328332334336338342344346348352354310
320
330
340350
310
320
312
314
316
318
322 320312314316318322324310320308312
314
316
318
322
324
IMPACT #3
TEMPORARY WETLAND IMPACT
SEWER CROSSING
0.010 AC (426 SF)
SCM 5
(WET POND)
6' GRAVEL
PEDESTRIAN TRAIL
STREAM 10
INTERMITTENT
LIMITS OF
DISTURBANCE
8" PVC
MH 210
8"
D
IP
MH 186
8"
D
I
P
8" PVC
MH 68
MH 185 8" PVC
8" DIPMH 188
STREAM 12
INTERMITTENT
50' NEUSE RIPARIAN
ZONE 2 BUFFER
30' NEUSE RIPARIAN
ZONE 1 BUFFER
50' NEUSE RIPARIAN
ZONE 2 BUFFER
30' NEUSE RIPARIAN
ZONE 1 BUFFER
TOP OF
BANK
SCM 4 OUTLET
RIP-RAP CHANNEL
STREAM / BUFFER
RESTART
STREAM 10
INTERMITTENT
STREAM /
BUFFER STOP
WETLAND & STREAM IMPACT MAP C
No.
Checked By
Revision Designer
Drawn By
Date By Scale
Date
Job No.
Sheet No.WithersRavenel
$ngineers [ /lanners [ STrveyors
115 MacKenan Drive | Cary, NC 27511
t: 919.469.3340 | license #: C-0832 | www.withersravenel.com2180318
12/7/20
AS NOTED
DURHAM DURHAM COUNTY NORTH CAROLINA WR
WR
WR
1001 OLIVE BRANCH ROAD
1 inch = 30 ft.
30
GRAPHIC SCALE
0 15 30 60
IMPACT LEGEND
PERMANENT WETLANDS
TEMPORARY WETLANDS
PERMANENT STREAM (NO FUNCTIONAL LOSS)
PERMANENT STREAM (FUNCTIONAL LOSS)
TEMPORARY STREAM
SSSSSSSSSSSSSSLIMITS OF
DISTURBANCE
RETAINING WALL
PROPOSED 30'
SEWER
EASEMENT
IMPACT #4
TEMPORARY STREAM IMPACT
SEWER CROSSING
30 LF (310 SF)
350
344
346
348
34
0
35
0
360
3
3
2
3343
3
6
3
3
8
34
2
344
346
348
352
354
356
358
362 33034035036033233433633834234434634835235435635836236436634034234434634835036
4
3
6
2
3
6
0
3
5
8
3
5
6
3
5
4
3
5
0
362
3
5
0
3
5
2
352
356
358
360
3523543563583603626' GRAVEL
PEDESTRIAN TRAIL
STREAM 13
INTERMITTENT
STREAM 12
INTERMITTENT
STREAM 12
INTERMITTENT
RETAINING
WALL
8" DIP
MH 199 8" PVC
LIMITS OF
DISTURBANCE8 PVC50' NEUSE RIPARIAN
ZONE 2 BUFFER
TOP OF
BANK
30' NEUSE RIPARIAN
ZONE 1 BUFFER
50' NEUSE RIPARIAN
ZONE 2 BUFFER
30' NEUSE RIPARIAN
ZONE 1 BUFFER
WETLAND & STREAM IMPACT MAP D
No.
Checked By
Revision Designer
Drawn By
Date By Scale
Date
Job No.
Sheet No.WithersRavenel
$ngineers [ /lanners [ STrveyors
115 MacKenan Drive | Cary, NC 27511
t: 919.469.3340 | license #: C-0832 | www.withersravenel.com2180318
12/7/20
AS NOTED
DURHAM DURHAM COUNTY NORTH CAROLINA WR
WR
WR
1001 OLIVE BRANCH ROAD
IMPACT LEGEND
PERMANENT WETLANDS
TEMPORARY WETLANDS
PERMANENT STREAM (NO FUNCTIONAL LOSS)
PERMANENT STREAM (FUNCTIONAL LOSS)
TEMPORARY STREAM
1 inch = 30 ft.
30
GRAPHIC SCALE
0 15 30 60
W
W
W
W
W
W
W
W
W
W
SS
SS
SS
SS
SS
SS
SS
SS
LIMITS OF
DISTURBANCE
STREAM 11
INTERMITTENT
STREET "
G
"
(50' PUBLI
C

R
/
W
)340338342340
350
342
344
346
348
352
354
356
350348
352340350342344
346
348 330328332334336338320330328332334336338350352354356358350
346
348
352
354
356
STREAM 11
INTERMITTENT
6' GRAVEL
PEDESTRIAN TRAIL
RETAINING
WALL
340350338342344346348352354356358350342344346348352354356350
350
346
348
348
352
352
354
354
0+00
1+00
0+00
1+00
20'W X 10'H X 88'L CONCRETE
BOTTOMLESS ARCH CULVERT
(NO STREAM IMPACTS)
8" PVC
MH 107
MH 106
8" PVC
IMPACT #32
SECONDARY STREAM IMPACT
ROAD CROSSING
92 LF (312 SF)
SCM 6 OUTLET
RIP-RAP CHANNEL
50' NEUSE RIPARIAN
ZONE 2 BUFFER
30' NEUSE RIPARIAN
ZONE 1 BUFFER
50' NEUSE RIPARIAN
ZONE 2 BUFFER
30' NEUSE RIPARIAN
ZONE 1 BUFFER
TOP OF
BANK
RIPRAP BANKSTABILIZATION
320
325
330
335
340
345
350
355
320
325
330
335
340
345
350
355
325
330
335
340
345
350
355
325
330
335
340
345
350
355
PROPOSED
GRADE
EXISTING
GRADE
PROPOSED
GRADE
EXISTING
GRADE
TOP OF
BANK
TOP OF
BANK
20'W X 10'H
CONCRETE
BOTTOMLESS
CULVERT
20'W X 10'H
CONCRETE
BOTTOMLESS
CULVERT
WETLAND & STREAM IMPACT E
No.
Checked By
Revision Designer
Drawn By
Date By Scale
Date
Job No.
Sheet No.WithersRavenel
$ngineers [ /lanners [ STrveyors
115 MacKenan Drive | Cary, NC 27511
t: 919.469.3340 | license #: C-0832 | www.withersravenel.com2180318
12/7/20
AS NOTED
DURHAM DURHAM COUNTY NORTH CAROLINA WR
WR
WR
1001 OLIVE BRANCH ROAD
IMPACT LEGEND
PERMANENT WETLANDS
TEMPORARY WETLANDS
PERMANENT STREAM (NO FUNCTIONAL LOSS)
PERMANENT STREAM (FUNCTIONAL LOSS)
TEMPORARY STREAM
SECONDARY STREAM IMPACT
GRAPHIC SCALE
1 inch = 30 ft.
30 0 15 30 60
RIPRAP STABILIZATION DETAIL
RIP RAP
TOP OF BANK
TOP OF RIP RAP TO MATCH
PRE-CONSTRUCTION
STREAM CONTOUR
ORDINARY HIGH
WATER
STREAM BED
SCALE:
1" = 50' HORIZ.
1" = 5' VERT.
CULVERT DOWNSTREAMCULVERT UPSTREAM
SSSSSSSSSSSSSSSSLIMITS OF
DISTURBANCE
LIMITS OF
DISTURBANCE
STREAM 7
INTERMITTENT
STREAM 7
INTERMITTENT
PROP. STORM
EASEMENT
STREET "F"(50' P
IBLIC R/W)0+001+000+001+00IMPACT #7
PERMANENT STREAM IMPACT
RIP-RAP DISSIPATOR
(NO FUNCTIONAL LOSS)
13 LF (98 SF)
IMPACT #5
TEMPORARY STREAM IMPACT
ROAD CROSSING
5 LF (113 SF)
360
364
362
360362360
358356354360
352
354
356
358
362
364
360
352
354
356
358
362
364366 360354356358362
370
366
368
STREET "F"(50' PIBL
IC
R
/W)
STRE
E
T "
P"(50' PUBLI
C
R/
W)
STREET
"
I
"
(50' PUB
L
I
C

R
/
W
)
36" R
C
P
IMPACT #8
TEMPORARY STREAM IMPACT
ROAD CROSSING
7 LF (58 SF)
IMPACT #6
PERMANENT STREAM IMPACT
ROAD CROSSING
(FUNCTIONAL LOSS)
113 LF (1,850 SF)
LIMITS OF
DISTURBANCE
RETAINING
WALL
RETAINING
WALL
EXISTING 16.5' AT&T
EASEMENT TO BE
RELEASED
DB 147, PG 15
8" PVC
MH 718" PVCMH 728" PVC364TOP OF
BANK
TOP OF
BANK
340
345
350
355
360
340
345
350
355
360
340
345
350
355
360
340
345
350
355
360
109.50'
36" RCP
@ 4.57%
109.50'
36" RCP
@ 4.57%
PROPOSED
GRADE
EXISTING
GRADE
PROPOSED
GRADE
EXISTING
GRADE
TOP OF
BANK
TOP OF
BANK
12" EMBEDDED
12" EMBEDDED
WETLAND & STREAM IMPACT MAP F
No.
Checked By
Revision Designer
Drawn By
Date By Scale
Date
Job No.
Sheet No.WithersRavenel
$ngineers [ /lanners [ STrveyors
115 MacKenan Drive | Cary, NC 27511
t: 919.469.3340 | license #: C-0832 | www.withersravenel.com2180318
12/7/20
AS NOTED
DURHAM DURHAM COUNTY NORTH CAROLINA WR
WR
WR
1001 OLIVE BRANCH ROAD
IMPACT LEGEND
PERMANENT WETLANDS
TEMPORARY WETLANDS
PERMANENT STREAM (NO FUNCTIONAL LOSS)
PERMANENT STREAM (FUNCTIONAL LOSS)
TEMPORARY STREAM
CULVERT DOWNSTREAMCULVERT UPSTREAM
GRAPHIC SCALE
1 inch = 30 ft.
30 0 15 30 60
SCALE:
1" = 50' HORIZ.
1" = 5' VERT.
WWWWWWWSSSS
SS
SS
SS
SS
SS
SS
LIMITS OF
DISTURBANCE
STREAM 9
INTERMITTENT
STREET "I"(50' PUBLIC R/W)20'W X 10'H X 72'L CONCRETE
BOTTOMLESS ARCH CULVERT
(NO STREAM IMPACTS)
330
340
350
332
334
336
338
342
344
346
348
352
354
356
330
340
340
350
360
336
338
342
344
346
348
352
354
356
358
362
34
0
35
0
33
8
34
2
344
346
348
35
2 350352354356358340350360342344346348352354356358360
362LIMITS OF
DISTURBANCE 0+001+000+001+008" PVC8" PVCMH 268" DIPMH 25
8" P
V
C
MH 188
IMPACT 33
SECONDARY STREAM IMPACT
ROAD CROSSING
73 LF (172 SF)
50' NEUSE RIPARIAN
ZONE 2 BUFFER
30' NEUSE RIPARIAN
ZONE 1 BUFFER
TOP OF BANK
50' NEUSE RIPARIAN
ZONE 2 BUFFER
30' NEUSE RIPARIAN
ZONE 1 BUFFER
STREAM 9
INTERMITTENT
6' GRAVEL
PEDESTRIAN TRAIL
330
335
340
345
350
355
360
330
335
340
345
350
355
360
325
330
335
340
345
350
355
325
330
335
340
345
350
355
PROPOSED
GRADE
EXISTING
GRADE
PROPOSED
GRADE
EXISTING
GRADE
TOP OF
BANK
TOP OF
BANK
20'W X 10'H
CONCRETE
BOTTOMLESS
CULVERT
20'W X 10'H
CONCRETE
BOTTOMLESS
CULVERT
WETLAND & STREAM IMPACT G
No.
Checked By
Revision Designer
Drawn By
Date By Scale
Date
Job No.
Sheet No.WithersRavenel
$ngineers [ /lanners [ STrveyors
115 MacKenan Drive | Cary, NC 27511
t: 919.469.3340 | license #: C-0832 | www.withersravenel.com2180318
12/7/20
AS NOTED
DURHAM DURHAM COUNTY NORTH CAROLINA WR
WR
WR
1001 OLIVE BRANCH ROAD
IMPACT LEGEND
PERMANENT WETLANDS
TEMPORARY WETLANDS
PERMANENT STREAM (NO FUNCTIONAL LOSS)
PERMANENT STREAM (FUNCTIONAL LOSS)
TEMPORARY STREAM
SECONDARY STREAM IMPACT
1 inch = 30 ft.
30
GRAPHIC SCALE
0 15 30 60
RIPRAP STABILIZATION DETAIL
RIP RAP
TOP OF BANK
TOP OF RIP RAP TO MATCH
PRE-CONSTRUCTION
STREAM CONTOUR
ORDINARY HIGH
WATER
STREAM BED
SCALE:
1" = 50' HORIZ.
1" = 5' VERT.
CULVERT DOWNSTREAMCULVERT UPSTREAM
SS
RETAINING
WALL
RETAINING
WALL
STREAM 5
INTERMITTENT
PROP. STORM
EASEMENT
STRE
ET "
P"(50' PUBLI
C
R/
W)
IMPACT #10
PERMANENT STREAM IMPACT
ROAD CROSSING
(FUNCTIONAL LOSS)
133 LF (1,556 SF)
IMPACT #9
TEMPORARY STREAM IMPACT
ROAD CROSSING
9 LF (122 SF)
5
4
"
RCP
IMPACT #11
PERMANENT STREAM IMPACT
RIP-RAP DISSIPATOR
(NO FUNCTIONAL LOSS)
26 LF (113 SF)340336338IMPACT #12
TEMPORARY STREAM IMPACT
TEMPORARY CONSTRUCTION ACCESS
6 LF (25 SF)
EX. 36" CMP
(25 LF)
LIMITS OF
DISTURBANCE
RETAINING
WALL
STREAM 5
INTERMITTENT
0+00
1+00
0+00
1+00
342340338336336338340344360358352362EXISTING 16.5' AT&T EASEMENT
TO BE RELEASED
DB 147, PG 15
8" PVC MH 153
50' NEUSE RIPARIAN
ZONE 2 BUFFER
30' NEUSE RIPARIAN
ZONE 1 BUFFER
50' NEUSE RIPARIAN
ZONE 2 BUFFER
30' NEUSE RIPARIAN
ZONE 1 BUFFER
TOP OF BANK
STREAM 7
INTERMITTENT
335
340
345
350
355
360
365
335
340
345
350
355
360
365
330
335
340
345
330
335
340
345
PROPOSED
GRADE
EXISTING
GRADE
PROPOSED
GRADE
EXISTING
GRADE
135.93'
54" RCP
@ 0.92%
TOP OF
BANK
135.93'
54" RCP
@ 0.92%TOP OF
BANK
12" EMBEDDED
12" EMBEDDED
WETLAND & STREAM IMPACTS H
No.
Checked By
Revision Designer
Drawn By
Date By Scale
Date
Job No.
Sheet No.WithersRavenel
$ngineers [ /lanners [ STrveyors
115 MacKenan Drive | Cary, NC 27511
t: 919.469.3340 | license #: C-0832 | www.withersravenel.com2180318
12/7/20
AS NOTED
DURHAM DURHAM COUNTY NORTH CAROLINA WR
WR
WR
1001 OLIVE BRANCH ROAD
IMPACT LEGEND
PERMANENT WETLANDS
TEMPORARY WETLANDS
PERMANENT STREAM (NO FUNCTIONAL LOSS)
PERMANENT STREAM (FUNCTIONAL LOSS)
TEMPORARY STREAM
GRAPHIC SCALE
1 inch = 30 ft.
30 0 15 30 60
CULVERT DOWNSTREAM
CULVERT UPSTREAM
SCALE:
1" = 50' HORIZ.
1" = 5' VERT.
SSSSSSSSSSSSSSSSMH 1928" PVCWETLAND A
WETLAND A LIMITS OF
DISTURBANCE
LIMITS OF
DISTURBANCE
PROPOSED 30'
SEWER
EASEMENT
PROPOSED 30'
SEWER EASEMENT330
340340330
340
332
334
336
338
342
344
346
348
330
340
326
328
332
334
336
338
342
344
346
348
3403503423443463483523543303403243263283323343363
3
8
3423443
4
6
348330
332
33
4
336
3
5
0
348
352
354
356358IMPACT #13
PERMANENT WETLAND IMPACT
ROAD CROSSING
0.189 AC (8,247 SF)
6' GRAVEL
PEDESTRIAN TRAIL
6' GRAVEL
PEDESTRIAN TRAIL
STREET

"
N
"
(50' PUB
L
I
C

R
/
W
)72"
RCP
0+00
1+00
0+00
1+00
8" PVC
MH 192 8" PVCIMPACT #13a
TEMPORARY WETLAND IMPACT
HEADWALL INSTALLATION
0.013 AC (558 SF)
50' NEUSE RIPARIAN
ZONE 2 BUFFER
25' COD
WETLAND
BUFFER
25' COD
WETLAND
BUFFER
320
325
330
335
340
320
325
330
335
340
320
325
330
335
340
320
325
330
335
340
161.04'
72" RCP
@ 0.75%
161.04'
72" RCP
@ 0.75%
PROPOSED
GRADE
EXISTING
GRADE
PROPOSED
GRADE
EXISTING
GRADE
TOP OF
BANK TOP OF
BANK
12" EMBEDDED 12" EMBEDDED
WETLAND & STREAM IMPACT MAP I
No.
Checked By
Revision Designer
Drawn By
Date By Scale
Date
Job No.
Sheet No.WithersRavenel
$ngineers [ /lanners [ STrveyors
115 MacKenan Drive | Cary, NC 27511
t: 919.469.3340 | license #: C-0832 | www.withersravenel.com2180318
12/7/20
AS NOTED
DURHAM DURHAM COUNTY NORTH CAROLINA WR
WR
WR
1001 OLIVE BRANCH ROAD
IMPACT LEGEND
PERMANENT WETLANDS
TEMPORARY WETLANDS
PERMANENT STREAM (NO FUNCTIONAL LOSS)
PERMANENT STREAM (FUNCTIONAL LOSS)
TEMPORARY STREAM
1 inch = 30 ft.
30
GRAPHIC SCALE
0 15 30 60
CULVERT DOWNSTREAMCULVERT UPSTREAM
SCALE:
1" = 50' HORIZ.
1" = 5' VERT.
FMFMSSSSSSSSSSSS
SS
SS
SS
SSSSSSSSWETLAND E
RETAINING
WALL
LIMITS OF
DISTURBANCE
IMPACT #14
TEMPORARY STREAM IMPACT
SEWER CROSSING
30 LF (233 SF)312314316320
312314316318
310
308
312
314 320316318
322
320
330
340
316
318
322
324
326
328
332
334
336
338
314PROPOSED 30'
SEWER EASEMENT
LIMITS OF
DISTURBANCE
XXXXXXXXXXXXXXXX
XX
XX
XX
XX
XX
XX XXXXXXXXXXXXXXXXXXXXXXXXXXXXPUMP
STATION
SITE
1
2
"
PVC
MH 3
MH 4
12" P
V
C
MH 2
8" PV
C
MH 67 8" PVC
50' NEUSE RIPARIAN
ZONE 2 BUFFER
30' NEUSE RIPARIAN
ZONE 1 BUFFER
25' COD WETLAND
BUFFER
100' F/J-B OVERLAY
50' NEUSE RIPARIAN
ZONE 2 BUFFER
TOP OF
BANK
50' NEUSE RIPARIAN
ZONE 2 BUFFER
30' NEUSE RIPARIAN
ZONE 1 BUFFER
30' NEUSE RIPARIAN
ZONE 1 BUFFER
STREAM 5
INTERMITTENT
12" PVC
PROPOSED 30'
SEWER EASEMENT
WETLAND & STREAM IMPACT MAP J
No.
Checked By
Revision Designer
Drawn By
Date By Scale
Date
Job No.
Sheet No.WithersRavenel
$ngineers [ /lanners [ STrveyors
115 MacKenan Drive | Cary, NC 27511
t: 919.469.3340 | license #: C-0832 | www.withersravenel.com2180318
12/7/20
AS NOTED
DURHAM DURHAM COUNTY NORTH CAROLINA WR
WR
WR
1001 OLIVE BRANCH ROAD
IMPACT LEGEND
PERMANENT WETLANDS
TEMPORARY WETLANDS
PERMANENT STREAM (NO FUNCTIONAL LOSS)
PERMANENT STREAM (FUNCTIONAL LOSS)
TEMPORARY STREAM
1 inch = 30 ft.
30
GRAPHIC SCALE
0 15 30 60
SSSSSSSSSSSSSSSSSSSSLIMITS OF
DISTURBANCE
LIMITS OF
DISTURBANCE
STREAM 4
INTERMITTENT
PROPOSED STORM
EASEMENT
IMPACT #15
TEMPORARY STREAM IMPACT
SEWER CROSSING
6 LF (25 SF)330324326
328
332334336338330
340
350
32
4
32
6
328
33
2
334
336
338
342
3
4
4 3463
4
8
352
35
4
3503603443463483523543563583623603523543563583623503603
4
2
3
4
4
3
4
6 3483
5
2 354356358362350
346 348352 3543
5
6
3
5
8
PROPOSED 30'
SEWER EASEMENT
8"
PVC
MH 167
8" PVC8" PVCMH 166
STREAM START
TOP OF
BANK
WETLAND & STREAM IMPACT MAP K
No.
Checked By
Revision Designer
Drawn By
Date By Scale
Date
Job No.
Sheet No.WithersRavenel
$ngineers [ /lanners [ STrveyors
115 MacKenan Drive | Cary, NC 27511
t: 919.469.3340 | license #: C-0832 | www.withersravenel.com2180318
12/7/20
AS NOTED
DURHAM DURHAM COUNTY NORTH CAROLINA WR
WR
WR
1001 OLIVE BRANCH ROAD
IMPACT LEGEND
PERMANENT WETLANDS
TEMPORARY WETLANDS
PERMANENT STREAM (NO FUNCTIONAL LOSS)
PERMANENT STREAM (FUNCTIONAL LOSS)
TEMPORARY STREAM
1 inch = 30 ft.
30
GRAPHIC SCALE
0 15 30 60
SCM 10
(WET POND)SSSSSSSSSSSSSSSSSSLIMITS OF
DISTURBANCE
DISTURBANCE
STREAM 3
INTERMITTENT
PROPOSED STORM
EASEMENT
PROPOSED STORM
EASEMENT
PROPOSED STORM
EASEMENT
STREAM 3
INTERMITTENT
PROPOSED 30'
SEWER EASEMENT
IMPACT #16
TEMPORARY STREAM IMPACT
SEWER CROSSING
39 LF (155 SF)
3
7
0
380
364
366
3
6
8
372
374
376
378
360
370
354
356
358
362
364
366
368
340
350
350
336
338
342
344
346
348
348
352
352
350
350348348
342344346348360352354 3563583623643
5
0
3
4
4
3
4
6
3
4
8
3
5
2
3
5
4
360356356
356358362364LIMITS OF
DISTURBANCE
PROPOSED 30'
SEWER EASEMENT
8"
PVC
MH 1698"
PVC
8
"
PVC
TOP OF BANK
WETLAND & STREAM IMPACT MAP L
No.
Checked By
Revision Designer
Drawn By
Date By Scale
Date
Job No.
Sheet No.WithersRavenel
$ngineers [ /lanners [ STrveyors
115 MacKenan Drive | Cary, NC 27511
t: 919.469.3340 | license #: C-0832 | www.withersravenel.com2180318
12/7/20
AS NOTED
DURHAM DURHAM COUNTY NORTH CAROLINA WR
WR
WR
1001 OLIVE BRANCH ROAD
IMPACT LEGEND
PERMANENT WETLANDS
TEMPORARY WETLANDS
PERMANENT STREAM (NO FUNCTIONAL LOSS)
PERMANENT STREAM (FUNCTIONAL LOSS)
TEMPORARY STREAM
1 inch = 30 ft.
30
GRAPHIC SCALE
0 15 30 60
OHEOHEOHEOHEW
W
W
W
W
OLIV
E
B
R
A
N
C
H
R
O
A
D (
S
R
1
9
0
5)WWWWWWWWWWWWWIMPACT #28
TEMPORARY WETLAND IMPACT
UTILITY CROSSING
(NO FUNCTIONAL LOSS)
0.012 AC (514 SF)
STREAM 1
INTERMITTENT
WETLAND E
LIMITS OF
DISTURBANCE
PROPOSED 12"
DIP WATERLINE
OLIVE
B
R
A
N
C
H
R
O
A
D
EX. (
6
0'
P
U
B
LI
C
R/
W)
TEMPORARY BOV TO BE
REMOVED AT TIME OF
WATER EXTENSION
PROPOSED 5"
SIDEWALK
PROPOSED WATER
EASEMENT
LIMITS OF
DISTURBANCE
EXISTING TWIN
8' X 5.8' CMP
LIMITS OF
DISTURBANCE
INV: 302.00'
INV: 302.68'
IMPACT #27
TEMPORARY STREAM IMPACT
UTILITY CROSSING
23 LF (322 SF)
INV: 302.12'
INV: 302.19'
100' F/J-B OVERLAY
50' NEUSE RIPARIAN
ZONE 2 BUFFER
30' NEUSE RIPARIAN
ZONE 1 BUFFER
25' COD WETLAND
BUFFER
50' NEUSE RIPARIAN
ZONE 2 BUFFER
30' NEUSE RIPARIAN
ZONE 1 BUFFER
100' F/J-B
OVERLAY32031
6
3
1
8
3
2
2
3
2
4
3263
0
6
306
310
312306
3
0
0
3
0
0
3103203
0
2
3
0
2
30
4
3
0
4 3063063
0
6
30
6 3063063
0
8
312314316318322WETLAND & STREAM IMPACTS MAP M-1
No.
Checked By
Revision Designer
Drawn By
Date By Scale
Date
Job No.
Sheet No.WithersRavenel
$ngineers [ /lanners [ STrveyors
115 MacKenan Drive | Cary, NC 27511
t: 919.469.3340 | license #: C-0832 | www.withersravenel.com2180318
12/7/20
AS NOTED
DURHAM DURHAM COUNTY NORTH CAROLINA WR
WR
WR
1001 OLIVE BRANCH ROAD
IMPACT LEGEND
PERMANENT WETLANDS
TEMPORARY WETLANDS
PERMANENT STREAM (NO FUNCTIONAL LOSS)
PERMANENT STREAM (FUNCTIONAL LOSS)
TEMPORARY STREAM
1 inch = 30 ft.
30
GRAPHIC SCALE
0 15 30 60
OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEWW
W
W
W
W
W
W
W
FMWWW W SSSSSSSSSSSSSSS
S
296
SEWER OUTFALL TO BE
TEMPORARY EXISTING
15' CONSTRUCTION
EASEMENT
24" PVCMH 7
1
5
"

P
V
C
EXISTING 30'
SEWER EASEMENT
WETLAND D 24"
PVC
MH 6
EXISTING 30'
SEWER EASEMENT
TEMPORARY EXISTING
10' CONSTRUCTION
EASEMENT
IMPACT #29
TEMPORARY STREAM IMPACT
UTILITY CROSSING
24 LF (574 SF)
30' ACCESS
EASEMENT
PROPOSED 12"
DIP WATERLINE
WETLAND C
STREAM 15
PERENNIAL
MH 179 EXIST
ING
OLIVE BRANCH ROADEX. (60' PUBLIC R/W)
EXISTING
RIPRAP
PROPOSED WATER
EASEMENT
EXISTING TWIN
5.5' X 6.5' CMP
LIMITS OF
DISTURBANCE
LIMITS OF
DISTURBANCE
INV:290.76'
INV:290.34'
INV:290.43'
INV:290.85'
50' NEUSE
RIPARIAN ZONE 2
BUFFER
50' NEUSE
RIPARIAN ZONE
2 BUFFER
30' NEUSE
RIPARIAN ZONE
1 BUFFER
30' NEUSE
RIPARIAN ZONE 1
BUFFER
TOP OF
BANK
100' F/J-B
OVERLAY
50' NEUSE
RIPARIAN ZONE 2
BUFFER
30' NEUSE
RIPARIAN ZONE 1
BUFFER
50' NEUSE
RIPARIAN ZONE 2
BUFFER
30' NEUSE
RIPARIAN ZONE 1
BUFFER
TOP OF
BANK
100' F/J-B
OVERLAY
296
296
29
8
30
0
30
2
30
4
306
3
0
4
300
302
2
9
6
2
9
8
3
0
0
304
30
6
308
WETLAND & STREAMS IMPACT MAP M-2
No.
Checked By
Revision Designer
Drawn By
Date By Scale
Date
Job No.
Sheet No.WithersRavenel
$ngineers [ /lanners [ STrveyors
115 MacKenan Drive | Cary, NC 27511
t: 919.469.3340 | license #: C-0832 | www.withersravenel.com2180318
12/7/20
AS NOTED
DURHAM DURHAM COUNTY NORTH CAROLINA WR
WR
WR
1001 OLIVE BRANCH ROAD
IMPACT LEGEND
PERMANENT WETLANDS
TEMPORARY WETLANDS
PERMANENT STREAM (NO FUNCTIONAL LOSS)
PERMANENT STREAM (FUNCTIONAL LOSS)
TEMPORARY STREAM
1 inch = 30 ft.
30
GRAPHIC SCALE
0 15 30 60
WithersRavenel
Our People. Your Success. 

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

6
SCM

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

B
U
F
F
E
R

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

S
F
ZONE 2 - 2,560

S
F
IMPACT #2
2
PERMANE
N
T

B
U
F
F
E
R

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

S
F
ZONE 2 - 5
,
5
9
8

S
F
IMPACT #2
4
PERMANE
N
T

B
U
F
F
E
R

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

S
F
ZONE 2 - 6
,
3
0
0

S
F
IMPACT #2
5
PERMANENT

B
U
F
F
E
R

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

I
M
P
A
C
T
SCM 4 OUTLET

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

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

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

B
U
F
F
E
R

I
M
P
A
C
T
SCM 6 OUTL
E
T

R
I
P
-
R
A
P
CHANNELZONE 1 - 268

S
F
ZONE 2 - 466

S
F
IMPACT #2
0
PERMANENT

B
U
F
F
E
R

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

B
U
F
F
E
R

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

B
U
F
F
E
R

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

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

S
F
ZONE 2 - 4
2
5

S
F
STREAM 1
0
INTERMITTENT
STREAM / BUFFE
R
RESTARTSTREAM 10INTERMITTENT
STREAM 1
2
INTERMITT
E
N
T
STREAM /BUFFER S
T
O
P
IMPACT #20PERMANENT BUFFER IMPACTSEWER CROSSINGZONE 1 - 4,277 SFZONE 2 - 3,471 SF
IMPACT #38PERMANENT BUFFER IMPACTWALKING TRAILZONE 1 - N/AZONE 2 - 1,885 SF STREAM 13INTERMITTENT
STREAM 5PERENNIAL
IMPACT #36PERMANENT B
U
F
F
E
R

I
M
P
A
C
T
SCM 5 OUTL
E
T

R
I
P
-
R
I
P
CHANNELZONE 1 - 678

S
F
ZONE 2 - 754

S
F
STREAM 11INTERMITTE
N
T
SCM 5
SCM 4
(WET P
O
N
D
)SCM 3STREAM 1
0
INTERMITTE
N
T
SCM 4
(WET POND)
SCM 4(WET POND)
STREAM 5INTERMITT
E
N
T
STREAM 8INTERMITTENT
STREAM 10INTERMITTE
N
T
STREAM 1
0
INTERMITTE
N
T
IMPACT #40
PERMANENT B
U
F
F
E
R

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

I
M
P
A
C
T
SCM 7 OUTLET

R
I
P
-
R
I
P
CHANNELZONE 1 - 897 S
F
ZONE 2 - 739 S
F
VICINITY MAP
1"=4000'
N
W E
S
VICINITY MAP
1"=4000'
SITEOLIVE
BRANCH
ROADDOC NICHOLS ROADLEE
S
V
I
L
L
E

R
O
A
D KEMP ROADVIGIL ROADNo.
Checked By
Revision Designer
Drawn By
Date By Scale
Date
Job No.
Sheet No.WithersRavenel
Engineers [ Planners [ STrveyors
115 MacKenan Drive | Cary, NC 27511
t: 919.469.3340 | license #: C-0832 | www.withersravenel.com2180318
12/7/20
AS NOTED
DURHAM DURHAM COUNTY NORTH CAROLINA WR
WR
WR
1001 OLIVE BRANCH ROAD OVERALL BUFFER IMPACTS MAP N
GRAPHIC SCALE
500 0 250 500 1000
1 inch = 500 ft.
STRE
E
T

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

R
/
W
)330328332334336310320312314316318322324
WETLAND B
STREAM 9
INTERMITTENT
33032632850' NEUSE RIPARIAN
ZONE 2 BUFFER
30' NEUSE RIPARIAN
ZONE 1 BUFFER
RETAINING
WALL
TOP OF
BANK
LIMITS OF
DISTURBANCE50' NEUSE RIPARIAN
ZONE 2 BUFFER
30' NEUSE RIPARIAN
ZONE 1 BUFFER
6' GRAVEL
PEDESTRIAN TRAIL
25' COD WETLAND
SS
SS
SS SSSSSSSSSSSSSSSSSSSSSSSSSSMH 52
MH 70
8" PV
C8" DIP8"
PVC
25' COD WETLAND
BUFFER
25' COD WETLAND
BUFFER 8" PVC
8"
PVC
MH 183
8" PVCMH 70
8" DIPMH 52
8" PV
C
MH 184
8" PVC
25' COD WETLAND
BUFFER
LIMITS OF
DISTURBANCE
IMPACT #17
PERMANENT BUFFER IMPACT
UTILITY EASEMENT
ZONE 1 - N/A SF
ZONE 2 - 2,560 SF
STREAM 10
INTERMITTENT
STREAM 10
INTERMITTENT
STREAM 10
INTERMITTENT
No.
Checked By
Revision Designer
Drawn By
Date By Scale
Date
Job No.
Sheet No.WithersRavenel
$ngineers [ /lanners [ STrveyors
115 MacKenan Drive | Cary, NC 27511
t: 919.469.3340 | license #: C-0832 | www.withersravenel.com2180318
12/7/20
AS NOTED
DURHAM DURHAM COUNTY NORTH CAROLINA WR
WR
WR
1001 OLIVE BRANCH ROAD BUFFER IMPACT MAP O
GRAPHIC SCALE
1 inch = 30 ft.
30 0 15 30 60
IMPACT LEGEND
PERMANENT
ZONE 1
NEUSE RIVER 30' BUFFER
PERMANENT
ZONE 2
NEUSE RIVER 50' BUFFER
320322324
330
332
PROPOSED 30' SEWER
EASEMENT
3203
3
0
3
1
8
3
22
324
3
2
6
3
2
8
3
3
2340330310
320
310320
33050' NEUSE RIPARIAN
ZONE 2 BUFFER
30' NEUSE RIPARIAN
ZONE 1 BUFFER
RETAINING
WALL
TOP OF
BANK
LIMITS OF
DISTURBANCE
6' GRAVEL
PEDESTRIAN TRAIL
50' NEUSE RIPARIAN
ZONE 2 BUFFER
30' NEUSE RIPARIAN
ZONE 1 BUFFER
50' NEUSE RIPARIAN
ZONE 2 BUFFER
30' NEUSE RIPARIAN
ZONE 1 BUFFER
STREAM 10
INTERMITTENT
25' COD WETLAND
BUFFER
25' COD WETLAND
BUFFER
LIMITS OF
DISTURBANCE
SS
SS
SS
SSSSSSSSSSSS
SSSSSSSSSSSS
SS
SS 3103203303263363403148" PVC
MH 185
8" DIP8" PVC
MH 218
MH 50
8" PVC
8"
D
I
P
MH 68
MH 186
IMPACT #19
PERMANENT BUFFER IMPACT
SCM 4 OUTLET RIP-RAP
CHANNEL
ZONE 1 - 755 SF
ZONE 2 - 774 SF
IMPACT #18
PERMANENT BUFFER IMPACT
SEWER CROSSING
ZONE 1 -1,616 SF
ZONE 2 - 1,311 SF
IMPACT #20
PERMANENT BUFFER IMPACT
SEWER CROSSING
ZONE 1 - 4,277 SF
ZONE 2 - 3,450 SF
STREAM / BUFFER
RESTART
STREAM 10
INTERMITTENT
STREAM 12
INTERMITTENT
STREAM /
BUFFER STOP
PERMANENT BUFFER IMPACTPERMANENT BUFFER IMPACTSCM 4
(WET POND)
No.
Checked By
Revision Designer
Drawn By
Date By Scale
Date
Job No.
Sheet No.WithersRavenel
$ngineers [ /lanners [ STrveyors
115 MacKenan Drive | Cary, NC 27511
t: 919.469.3340 | license #: C-0832 | www.withersravenel.com2180318
12/7/20
AS NOTED
DURHAM DURHAM COUNTY NORTH CAROLINA WR
WR
WR
1001 OLIVE BRANCH ROAD BUFFER IMPACT MAP P
GRAPHIC SCALE
1 inch = 30 ft.
30 0 15 30 60
IMPACT LEGEND
PERMANENT
ZONE 1
NEUSE RIVER 30' BUFFER
PERMANENT
ZONE 2
NEUSE RIVER 50' BUFFER
PROPOSED 30'
SEWER EASEMENT
IMPACT #38
PERMANENT BUFFER IMPACT
WALKING TRAIL
ZONE 1 - N/A
ZONE 2 - 1,885 SF
SEE SHEET Q FOR CONTINUATION
LIMITS OF
DISTURBANCE
RETAINING WALL
STREAM 12
INTERMITTENT
PROPOSED 30'
SEWER EASEMENT
320
330318
322
324
326
32833233433634
0
350
33
8
34
2
344
346
3
4
8
352
344
TOP OF
BANK
50' NEUSE RIPARIAN
ZONE 2 BUFFER
30' NEUSE RIPARIAN
ZONE 1 BUFFER
PROPOSED 30'
SEWER EASEMENT
RETAINING
WALL
50' NEUSE RIPARIAN
ZONE 2 BUFFER
30' NEUSE RIPARIAN
ZONE 1 BUFFER
RETAINING
WALL
SSSSSSSS
SS
SS SS SS SS SS SS
360356354350360
356
352
340
340
338
338
350
346
342
340
336
IMPACT #21
PERMANENT BUFFER IMPACT
SEWER CROSSING
ZONE 1 - 1,915 SF
ZONE 2 - 1,222 SFZONE 2 - 3,450 SF8" DIPMH 199
8
"

P
VC
8" PVC
MH 200
330
332
334
330
332
334
338
346
344
342
340
334
340
338
342
3446' GRAVEL
PEDESTRIAN TRAIL
SCM
EASEMENT
LIMITS OF
DISTURBANCE
IMPACT #20
PERMANENT BUFFER IMPACT
SEWER CROSSING
ZONE 1 - 4,277 SF
ZONE 2 - 3,471 SF
IMPACT #38
PERMANENT BUFFER IMPACT
WALKING TRAIL
ZONE 1 - N/A
ZONE 2 - 1,885 SF
STREAM 13
INTERMITTENT
SCM 4
(WET POND)
No.
Checked By
Revision Designer
Drawn By
Date By Scale
Date
Job No.
Sheet No.WithersRavenel
$ngineers [ /lanners [ STrveyors
115 MacKenan Drive | Cary, NC 27511
t: 919.469.3340 | license #: C-0832 | www.withersravenel.com2180318
12/7/20
AS NOTED
DURHAM DURHAM COUNTY NORTH CAROLINA WR
WR
WR
1001 OLIVE BRANCH ROAD BUFFER IMPACT MAP Q
GRAPHIC SCALE
1 inch = 30 ft.
30 0 15 30 60
IMPACT LEGEND
PERMANENT
ZONE 1
NEUSE RIVER 30' BUFFER
PERMANENT
ZONE 2
NEUSE RIVER 50' BUFFER
SEE SHEET P FOR CONTINUATION
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
WWSTREET "
G
"
(50' PUBLI
C

R
/
W
)
STREAM 11
INTERMITTENT
PROPOSED
STORM
EASEMENT
PROPOSED STORM
EASEMENT
344
3
4
6
348350
360360362364366
368
50' NEUSE RIPARIAN
ZONE 2 BUFFER
30' NEUSE RIPARIAN
ZONE 1 BUFFER TOP OF
BANK
LIMITS OF
DISTURBANCE
STREAM 11
INTERMITTENT
6' GRAVEL
PEDESTRIAN TRAIL
LIMITS OF
DISTURBANCE
LIMITS OF
DISTURBANCERETAINING
WALL
50' NEUSE RIPARIAN
ZONE 2 BUFFER
30' NEUSE RIPARIAN
ZONE 1 BUFFER
RETAINING
WALL
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SCM ACCESS AND
MAINTENANCE
EASEMENT
TOP OF
BANK
344
346
350
354
352
356
352
354
340346338354350340346354350330328332330334340344342IMPACT #22
PERMANENT BUFFER IMPACT
ROAD CROSSING
ZONE 1 - 8,838 SF
ZONE 2 - 5,598 SFIMPACT #23
PERMANENT BUFFER IMPACT
SCM 6 OUTLET RIP-RAP
CHANNEL
ZONE 1 - 268 SF
ZONE 2 - 466 SF
MH 106
8" PVC
MH 107
8" PVC
8" PVC
No.
Checked By
Revision Designer
Drawn By
Date By Scale
Date
Job No.
Sheet No.WithersRavenel
$ngineers [ /lanners [ STrveyors
115 MacKenan Drive | Cary, NC 27511
t: 919.469.3340 | license #: C-0832 | www.withersravenel.com2180318
12/7/20
AS NOTED
DURHAM DURHAM COUNTY NORTH CAROLINA WR
WR
WR
1001 OLIVE BRANCH ROAD BUFFER IMPACT MAP R
GRAPHIC SCALE
1 inch = 30 ft.
30 0 15 30 60
IMPACT LEGEND
PERMANENT
ZONE 1
NEUSE RIVER 30' BUFFER
PERMANENT
ZONE 2
NEUSE RIVER 50' BUFFER
W WWWWWWWWWWWWWWSTREET "I"(50' PUBLIC R/W)STREAM 9
INTERMITTENT
STREAM 9
INTERMITTENT
PROPOSED 30'
SEWER EASEMENT
PROPOSED
STORM
EASEMENT
362
350
360
34
4
34
6
34
8
352
354
356
358
350
360
344
346
348
352
354
356
358
362
50' NEUSE RIPARIAN
ZONE 2 BUFFER
30' NEUSE RIPARIAN
ZONE 1 BUFFER
TOP OF
BANK
LIMITS OF
DISTURBANCE
6' GRAVEL
PEDESTRIAN TRAIL
TOP OF
BANK
50' NEUSE RIPARIAN
ZONE 2 BUFFER
30' NEUSE RIPARIAN
ZONE 1 BUFFER
SSSSSS
SS
SS
SS
SS
SS
20'W X 10'H X 72'L CONCRETE
BOTTOMLESS ARCH CULVERT
(NO STREAM IMPACTS)
IMPACT #24
PERMANENT BUFFER IMPACT
ROAD CROSSING
ZONE 1 - 6,286 SF
ZONE 2 - 6,300 SF
8" DIP8" PVCMH 26
MH 25
8" P
V
C
MH 188
8" PVC
50' NEUSE RIPARIAN
ZONE 2 BUFFER
30' NEUSE RIPARIAN
ZONE 1 BUFFER
PROPOSED STORM
EASEMENT
No.
Checked By
Revision Designer
Drawn By
Date By Scale
Date
Job No.
Sheet No.WithersRavenel
$ngineers [ /lanners [ STrveyors
115 MacKenan Drive | Cary, NC 27511
t: 919.469.3340 | license #: C-0832 | www.withersravenel.com2180318
12/7/20
AS NOTED
DURHAM DURHAM COUNTY NORTH CAROLINA WR
WR
WR
1001 OLIVE BRANCH ROAD BUFFER IMPACT MAP S
GRAPHIC SCALE
1 inch = 30 ft.
30 0 15 30 60
IMPACT LEGEND
PERMANENT
ZONE 1
NEUSE RIVER 30' BUFFER
PERMANENT
ZONE 2
NEUSE RIVER 50' BUFFER
STRE
E
T "
P"(50' PUBLI
C
R/
W)
RETAINING
WALL
RETAINING
WALL
STREAM 6
INTERMITTENT
STREAM 5
INTERMITTENT
STREAM 5
INTERMITTENT
STREAM 7
INTERMITTENT
EXISTING 16.5' AT&T EASEMENT
DB 147, PG 15
(TO BE RELEASED)
PROPOSED 30'
SEWER EASEMENT
3703723743763703643
6
6368372374 350
360
344344346346346
346348
352
354
356358TOP OF
BANK
LIMITS OF
DISTURBANCE
RETAINING
WALL
LIMITS OF
DISTURBANCE
50' NEUSE RIPARIAN
ZONE 2 BUFFER
30' NEUSE RIPARIAN
ZONE 1 BUFFER
TOP OF
BANK360370356358362364366368372374 350360348352354356358362364350360352354356358362364366368SS
SS
SSMH 196
EXISTING
36" CMP
IMPACT #25
PERMANENT BUFFER IMPACT
ROAD CROSSING
ZONE 1 - 11,460 SF
ZONE 2 - 7,358 SF
8" PVCMH 196
8" PVC
8" PVC
MH 153 54"
RCP
PARCEL
LINE
No.
Checked By
Revision Designer
Drawn By
Date By Scale
Date
Job No.
Sheet No.WithersRavenel
$ngineers [ /lanners [ STrveyors
115 MacKenan Drive | Cary, NC 27511
t: 919.469.3340 | license #: C-0832 | www.withersravenel.com2180318
12/7/20
AS NOTED
DURHAM DURHAM COUNTY NORTH CAROLINA WR
WR
WR
1001 OLIVE BRANCH ROAD BUFFER IMPACT MAP T
GRAPHIC SCALE
1 inch = 30 ft.
30 0 15 30 60
IMPACT LEGEND
PERMANENT
ZONE 1
NEUSE RIVER 30' BUFFER
PERMANENT
ZONE 2
NEUSE RIVER 50' BUFFER
W
W
W
FMFMFMWETLAND E
RETAINING
WALL
STREAM 5
INTERMITTENT
PROPOSED 30' SEWER
EASEMENT
PROPOSED 30'
SEWER EASEMENT
100' F/J-B OVERLAY
320
330
318
322
324
326
328
332
334
336
338
312
31
4
316
318
310
310
312
312
31431631
4 316318308
50' NEUSE RIPARIAN
ZONE 2 BUFFER
30' NEUSE RIPARIAN
ZONE 1 BUFFER
TOP OF
BANK
LIMITS OF
DISTURBANCE
LIMITS OF
DISTURBANCE
50' NEUSE RIPARIAN
ZONE 2 BUFFER
30' NEUSE RIPARIAN
ZONE 1 BUFFER
25' COD
WETLAND
BUFFER
LIMITS OF
DISTURBANCE
25' COD WETLAND
BUFFER
SSSSSSSSSSSS
SS
SS
SS
SSSSSSSSSSMH 67
Structure - (72)
8
"
PVC8" PVC
8" PV
C
IMPACT #26
PERMANENT BUFFER IMPACT
SEWER CROSSING
ZONE 1 - 2,340 SF
ZONE 2 - 1,494 SF
8" PV
C
MH 2
12" PVC
1
2
"
PVC
MH 3
MH 4
12" P
V
C
8
"
PVC
MH 67 8" PVC
OLIV
E
B
R
A
N
C
H
R
O
A
D (
S
R
1
9
0
5)XXXXXXXXXXXXXXXX
XX
XX
XX
XX
XX
XX XXXXXXXXXXXXXXXXXXXXXXXXXXXXPUMP
STATION
SITE
No.
Checked By
Revision Designer
Drawn By
Date By Scale
Date
Job No.
Sheet No.WithersRavenel
$ngineers [ /lanners [ STrveyors
115 MacKenan Drive | Cary, NC 27511
t: 919.469.3340 | license #: C-0832 | www.withersravenel.com2180318
12/7/20
AS NOTED
DURHAM DURHAM COUNTY NORTH CAROLINA WR
WR
WR
1001 OLIVE BRANCH ROAD BUFFER IMPACT MAP U
GRAPHIC SCALE
1 inch = 30 ft.
30 0 15 30 60
IMPACT LEGEND
PERMANENT
ZONE 1
NEUSE RIVER 30' BUFFER
PERMANENT
ZONE 2
NEUSE RIVER 50' BUFFER
OHEOHEOHEOHEW
W
W
W
W
W
W
W
W
OLIV
E
B
R
A
N
C
H
R
O
A
D (
S
R
1
9
0
5)WWWWWWWWWWWWW100' F/J-B OVERLAY
50' NEUSE RIPARIAN
ZONE 2 BUFFER
30' NEUSE RIPARIAN
ZONE 1 BUFFER
LIMITS OF
DISTURBANCE25' COD WETLAND
BUFFER
50' NEUSE RIPARIAN
ZONE 2 BUFFER
30' NEUSE RIPARIAN
ZONE 1 BUFFER
100' F/J-B OVERLAY
PROPOSED 12"
DIP WATERLINE
IMPACT #30
PERMANENT BUFFER IMPACT
UTILITY CROSSING
ZONE 1 = 1,017 SF
ZONE 2 = 0 SF
OLIVE
B
R
A
N
C
H
R
O
A
D
EX. (6
0'
P
U
B
LI
C
R/
W)
TEMPORARY BOV TO BE
REMOVED AT TIME OF
WATER EXTENSION
PROPOSED WATER
EASEMENT
EXISTING TWIN
8' X 5.8' CMP
LIMITS OF
DISTURBANCE
LIMITS OF
DISTURBANCE
STREAM 5
PERENNIAL
No.
Checked By
Revision Designer
Drawn By
Date By Scale
Date
Job No.
Sheet No.WithersRavenel
$ngineers [ /lanners [ STrveyors
115 MacKenan Drive | Cary, NC 27511
t: 919.469.3340 | license #: C-0832 | www.withersravenel.com2180318
12/7/20
AS NOTED
DURHAM DURHAM COUNTY NORTH CAROLINA WR
WR
WR
1001 OLIVE BRANCH ROAD BUFFER IMPACT MAP V
GRAPHIC SCALE
1 inch = 30 ft.
30 0 15 30 60
IMPACT LEGEND
PERMANENT
ZONE 1
NEUSE RIVER 30' BUFFER
PERMANENT
ZONE 2
NEUSE RIVER 50' BUFFER
SCM 11
SS
SS
SS
SSSSSSSSSSSSSS
100' F/J-B OVERLAY
50' NEUSE RIPARIAN
ZONE 2 BUFFER
30' NEUSE RIPARIAN
ZONE 1 BUFFER
WETLAND E
STREAM 1
PERENNIAL
PROPOSED 30' SEWER
EASEMENT
LIMITS OF
DISTURBANCE
DURHAM BUFFER
SETBACK
TOP OF
BANK
12" PVC
12" P
V
C8" PVCPROPOSED 30' SEWER EASEMENT TO
BE DEDICATED TO COD. BUFFER
IMPACTS TO BE PERMITTED WHEN
FUTURE CONNECTION IS PERMITTED
No.
Checked By
Revision Designer
Drawn By
Date By Scale
Date
Job No.
Sheet No.WithersRavenel
$ngineers [ /lanners [ STrveyors
115 MacKenan Drive | Cary, NC 27511
t: 919.469.3340 | license #: C-0832 | www.withersravenel.com2180318
12/7/20
AS NOTED
DURHAM DURHAM COUNTY NORTH CAROLINA WR
WR
WR
1001 OLIVE BRANCH ROAD BUFFER IMPACT MAP W
GRAPHIC SCALE
1 inch = 30 ft.
30 0 15 30 60
IMPACT LEGEND
PERMANENT
ZONE 1
NEUSE RIVER 30' BUFFER
PERMANENT
ZONE 2
NEUSE RIVER 50' BUFFER
SCM 8
SS
SS
SS SSSSSSSSSSSSSSSSSSSSMH 65
8" P
V
C8" PVC50' NEUSE RIPARIAN
ZONE 2 BUFFER
30' NEUSE RIPARIAN
ZONE 1 BUFFER
STREAM 5
INTERMITTENT
TOP OF
BANK
LIMITS OF
DISTURBANCE
LIMITS OF
DISTURBANCE
IMPACT #35
PERMANENT BUFFER IMPACT
SCM 8 OUTLET RIP-RAP
CHANNEL
ZONE 1 - 523 SF
ZONE 2 - 425 SF
WETLAND A
25' COD
WETLAND
BUFFER
RETAINING
WALL 330340350328332334336338342344346348320320330
330320320330PROPOSED 30' SEWER
EASEMENT
No.
Checked By
Revision Designer
Drawn By
Date By Scale
Date
Job No.
Sheet No.WithersRavenel
$ngineers [ /lanners [ STrveyors
115 MacKenan Drive | Cary, NC 27511
t: 919.469.3340 | license #: C-0832 | www.withersravenel.com2180318
12/7/20
AS NOTED
DURHAM DURHAM COUNTY NORTH CAROLINA WR
WR
WR
1001 OLIVE BRANCH ROAD BUFFER IMPACT MAP X
GRAPHIC SCALE
1 inch = 30 ft.
30 0 15 30 60
IMPACT LEGEND
PERMANENT
ZONE 1
NEUSE RIVER 30' BUFFER
PERMANENT
ZONE 2
NEUSE RIVER 50' BUFFER
STREAM 10
INTERMITTENT
340340338342342320330320330
320
322
324
326
328
330
332
334
LIMITS OF
DISTURBANCE
6' GRAVEL
PEDESTRIAN TRAIL
50' NEUSE RIPARIAN
ZONE 2 BUFFER
30' NEUSE RIPARIAN
ZONE 1 BUFFER
TOP OF
BANK
IMPACT #36
PERMANENT BUFFER IMPACT
SCM 5 OUTLET RIP-RIP
CHANNEL
ZONE 1 - 678 SF
ZONE 2 - 754 SF
50' NEUSE RIPARIAN
ZONE 2 BUFFER
30' NEUSE RIPARIAN
ZONE 1 BUFFER
STREAM 11
INTERMITTENT
SCM 5
350340330320
330
340
SCM 4
(WET POND)
No.
Checked By
Revision Designer
Drawn By
Date By Scale
Date
Job No.
Sheet No.WithersRavenel
$ngineers [ /lanners [ STrveyors
115 MacKenan Drive | Cary, NC 27511
t: 919.469.3340 | license #: C-0832 | www.withersravenel.com2180318
12/7/20
AS NOTED
DURHAM DURHAM COUNTY NORTH CAROLINA WR
WR
WR
1001 OLIVE BRANCH ROAD BUFFER IMPACT MAP Y
GRAPHIC SCALE
1 inch = 30 ft.
30 0 15 30 60
IMPACT LEGEND
PERMANENT
ZONE 1
NEUSE RIVER 30' BUFFER
PERMANENT
ZONE 2
NEUSE RIVER 50' BUFFER
OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEWWW
W
W
W
W
W
W
W
W
W
W
W
W
W
FMWWWW
W W
W
WETLAND C
WETLAND DSS SSSSSSSSSSSSS
S
LIMITS OF
DISTURBANCE
50' NEUSE
RIPARIAN ZONE 2
BUFFER50' NEUSE
RIPARIAN ZONE
2 BUFFER
30' NEUSE
RIPARIAN ZONE
1 BUFFER
30' NEUSE
RIPARIAN ZONE 1
BUFFERTOP OF
BANK
TEMPORARY EXISTING
15' CONSTRUCTION
EASEMENT
100' F/J-B
OVERLAY
EXISTING 30'
SEWER EASEMENT
TEMPORARY 10'
CONSTRUCTION
EASEMENT
PROPOSED 12"
DIP WATERLINE
100' F/J-B
OVERLAY24"
PVC
MH 6
MH 7
24" PVCIMPACT #31
PERMANENT BUFFER IMPACT
UTILITY EASEMENT
ZONE 1 = 1,013 SF
ZONE 2 = 4 SF
50' NEUSE
RIPARIAN ZONE 2
BUFFER
30' NEUSE
RIPARIAN ZONE 1
BUFFER
50' NEUSE
RIPARIAN ZONE 2
BUFFER
30' NEUSE
RIPARIAN ZONE 1
BUFFER
TOP OF
BANK
EXISTING 30'
SEWER EASEMENT
30' ACCESS
EASEMENT
STREAM 15
PERENNIAL
25' COD
WETLAND
BUFFER
OLIVE
B
R
A
N
C
H
R
O
A
D
EX. (6
0'
P
U
B
LI
C
R/
W)
PROPOSED WATER
EASEMENT
EXISTING TWIN
5.5' X 6.5' CMP EXIST
ING
LIMITS OF
DISTURBANCE
EXISTING 30'
SEWER EASEMENT
INV:290.76'
INV:290.34'
INV:290.43'
INV:290.85'
300
298
302
304
306
3
0
0
296
2
9
8
3
0
2
3
0
4
30
6
30
8
304
302
30
2
298300
No.
Checked By
Revision Designer
Drawn By
Date By Scale
Date
Job No.
Sheet No.WithersRavenel
$ngineers [ /lanners [ STrveyors
115 MacKenan Drive | Cary, NC 27511
t: 919.469.3340 | license #: C-0832 | www.withersravenel.com2180318
12/7/20
AS NOTED
DURHAM DURHAM COUNTY NORTH CAROLINA WR
WR
WR
1001 OLIVE BRANCH ROAD BUFFER IMPACT MAP Z
GRAPHIC SCALE
1 inch = 30 ft.
30 0 15 30 60
IMPACT LEGEND
PERMANENT
ZONE 1
NEUSE RIVER 30' BUFFER
PERMANENT
ZONE 2
NEUSE RIVER 50' BUFFER
SCM 7
SCM 9
PROPOSED STORM
EASEMENT 360356358362SSSSSSSSSSSSSSSSSSMH 195 8" PVCRETAINING
WALL
STREAM 5
INTERMITTENT
PROPOSED 30'
SEWER EASEMENT
LIMITS OF
DISTURBANCE
50' NEUSE RIPARIAN
ZONE 2 BUFFER
30' NEUSE RIPARIAN
ZONE 1 BUFFER
TOP OF
BANK
LIMITS OF
DISTURBANCE
STREAM 8
INTERMITTENT
50' NEUSE RIPARIAN
ZONE 2 BUFFER
30' NEUSE RIPARIAN
ZONE 1 BUFFER
330330340
340350
350332
332
334
334336
336338
338342
342
344
344346
346348
348352
352354
354356
3563583583403503383
4
2
3
4
4
346 348350
360
352
354
356
358
362
364
366
340336338342344344360360352354356358358362362IMPACT #39
PERMANENT BUFFER IMPACT
SCM 7 OUTLET RIP-RIP
CHANNEL
ZONE 1 - 897 SF
ZONE 2 - 739 SF
No.
Checked By
Revision Designer
Drawn By
Date By Scale
Date
Job No.
Sheet No.WithersRavenel
$ngineers [ /lanners [ STrveyors
115 MacKenan Drive | Cary, NC 27511
t: 919.469.3340 | license #: C-0832 | www.withersravenel.com2180318
12/7/20
AS NOTED
DURHAM DURHAM COUNTY NORTH CAROLINA WR
WR
WR
1001 OLIVE BRANCH ROAD BUFFER IMPACT MAP AA
GRAPHIC SCALE
1 inch = 30 ft.
30 0 15 30 60
IMPACT LEGEND
PERMANENT
ZONE 1
NEUSE RIVER 30' BUFFER
PERMANENT
ZONE 2
NEUSE RIVER 50' BUFFER
OHEOHEOHESSSS SSSSSSSSSSSSSSSSSSSSSS50' NEUSE
RIPARIAN ZONE 2
BUFFER
30' NEUSE
RIPARIAN ZONE 1
BUFFER
SCM 3
IMPACT #37
PERMANENT BUFFER IMPACT
SCM 3 OUTLET RIP-RAP
CHANNEL
ZONE 1 = N/A
ZONE 2 = 178 SF
LIMITS OF
DISTURBANCE
STREAM 10
INTERMITTENT
PROPOSED 30' SEWER
EASEMENT
8" PVC
8" PVC
8" PVC6' GRAVEL
PEDESTRIAN TRAIL
EXISTING
BOUNDARY
PROPOSED 30'
SEWER EASEMENT
SCM
EASEMENT
LIMITS OF
DISTURBANCE
310320330330312314316318322324326
328328332332 320
330
330
312
314
316
318
322
324
326
326
328
328
332
332
310
320
330
302
304
306
308
312
314
316
318
322
324
326
328
332 300298300
310
320
302
304
306
308
312
314
316
318
322310
320
3
0
4
306308312314316318
322
324
MH 173
No.
Checked By
Revision Designer
Drawn By
Date By Scale
Date
Job No.
Sheet No.WithersRavenel
$ngineers [ /lanners [ STrveyors
115 MacKenan Drive | Cary, NC 27511
t: 919.469.3340 | license #: C-0832 | www.withersravenel.com2180318
12/7/20
AS NOTED
DURHAM DURHAM COUNTY NORTH CAROLINA WR
WR
WR
1001 OLIVE BRANCH ROAD BUFFER IMPACT MAP AB
GRAPHIC SCALE
1 inch = 30 ft.
30 0 15 30 60
IMPACT LEGEND
PERMANENT
ZONE 1
NEUSE RIVER 30' BUFFER
PERMANENT
ZONE 2
NEUSE RIVER 50' BUFFER
W
W
W
W
W
W
W W W W
WSSSSSSSSSSLIMITS OF
DISTURBANCE
50' NEUSE RIPARIAN
ZONE 2 BUFFER
30' NEUSE RIPARIAN
ZONE 1 BUFFER
6' GRAVEL
PEDESTRIAN TRAIL
STREAM 10
INTERMITTENT
TOP OF
BANK
RETAINING
WALL
RETAINING
WALL
IMPACT #40
PERMANENT BUFFER IMPACT
ZONE 1 - 0 SF
ZONE 2 - 527 SF390386382384 3
8
0
378
380
380378376374370366374394 3903863783803703683663643723763603583
5
4
38036036036436636835
0
3
5
0
352
358
360370MH 109
MH 110
8" PVC
8" PVC
PROPOSED STORM
EASEMENT
No.
Checked By
Revision Designer
Drawn By
Date By Scale
Date
Job No.
Sheet No.WithersRavenel
$ngineers [ /lanners [ STrveyors
115 MacKenan Drive | Cary, NC 27511
t: 919.469.3340 | license #: C-0832 | www.withersravenel.com2180318
12/7/20
AS NOTED
DURHAM DURHAM COUNTY NORTH CAROLINA WR
WR
WR
1001 OLIVE BRANCH ROAD BUFFER IMPACT MAP AC
GRAPHIC SCALE
1 inch = 30 ft.
30 0 15 30 60
IMPACT LEGEND
PERMANENT
ZONE 1
NEUSE RIVER 30' BUFFER
PERMANENT
ZONE 2
NEUSE RIVER 50' BUFFER