WQ0042923_Application (FTSE)_20211013

DWR
Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 06-21 & SUPPORTING DOCUMENTATION
Application Number:'1j,' OLi lckt 7D (to be completed by DWIR)
All items must be completed or the anolication will be returned
1. APPLICANT INFORMATION:
1. Applicant's name: City of Oxford (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ individual ❑ Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal 0 State/County ® Municipal
3. Signature authority's name: Amy Ratliff per 15A icc/kr 02T .01060j
Title: City Engineer
4. Applicant's mailing address: P.O Box 506
City: Oxford State: NC Zip: 27565-_
5. Applicant's contact information:
Phone number: (919) 603-1 113 Email Address: aratlifffoxfordnc.org
❑ Other
NC Dept of Environmental Quality
OCT 13 2021
II. PROJECT INFORMATION: Raleigh Regional Office
1. Project name: Hatcher Creek
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project
If a modification, provide the existing permit number: WQ00 and issued date: ,
For modifications, also attach a detailed narrative description as described in Item G of the checklist.
If new construction, but part of a master plan, provide the existing permit number: WQ00
3. County where project is located: Granville
4. Approximate Coordinates (Decimal Degrees): Latitude: 36.285850' Longitude:-78.609724'
5. Parcel 1D (if applicable): 191204524624 (or Parcel ID to closest downstream sewer)
111. CONSULTANT INFORMATION:
I. Professional Engineer: Christopher Huff License Number: 024420
Firm: WithersRavenel, Inc
Mailing address: 115 MacKenan Drive
City: Cary State:
Zip: 27511-
Phone number: [phone] Email Address: [e-mail]
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
I. Facility Name: City of Oxford WWTP Permit Number: NC-0025054
Owner Name: City of Oxford
V. RECEIVING SEWER INFORMATION:
I. Permit Number(s): WQ
2. Downstream (Receiving) Sewer Information: 8 inch
0 Gravity El Force Main
3. System Wide Collection System Permit Number(s) (if applicable): WQCS-00086
Owner Name(s): City of Oxford
FORM: FTA 06-21
Page 1 of 5

VI. GENERAL REQUIREMENTS
1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
El Yes No ®N/A
2. If the Applicant is a Developer of lots to be sold, has a Dcveloper'S Operational Agreement (FORM: DIN) been attached?
❑Yes El No ®NIA
3. If the Applicant is a Home/Property Owners' Association, has an UQAPOA Operational Agreement U ORM. I IQA) and
supplementary documentation as required by 15A NCAC 02T.0115(c) been attached?
❑ Yes ❑ No ® N/A
4. Origin of wastewater: (check all that apply):
® Residential (Individually Owned) ❑ Retail (stores, centers, malls)
❑ Residential (Leased) 0 Retail with food preparation/service
❑ School / preschool / day care 0 Medical / dental / veterinary facilities
❑ Food and drink facilities ❑ Church
❑ Businesses / offices / factories ❑ Nursing Home
❑ Car Wash
❑ Hotel and/or Motels
❑ Swimming Pool/Clubhouse
❑ Swimming Pool/Filter Backwash
❑ Other (Explain in Attachment)
5. Nature of wastewater : 100 % Domestic % Commercial % Industrial (Sec 15A NC.9C 02 T ,0103{20 t)
If Industrial, is there a Pretreatment Program in effect? ❑ Yes El No
6. Has a flow reduction been approved under 15A NCAC 02T ,0114(i)? ❑ Yes ® No
➢ If ves, provide a copv of flow reduction approval letter with this application
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(1))
Daily Design Flow n.b
No. of Units
Flow
2 Bedroom Units (Towns)
240 gal/unit
54
12,960 GPD
3 Bedroom Units (Towns)
360 gal/unit
54
19,440 GPD
Single Family Lots (3 Bedrooms)
360 gal/room
27
9,720 GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
42,120 GPD
a See 15A NCAC: 021 .0] 14(b), (:Jj, (sj and {e]{2 j for caveats to wastewater design flow rates (i.e., minimum flow per
dwelling; proposed unknown non-residential development uses; public access facili ies located near high public use areas;
and residential property located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined
in G.S. 42A.4).
b Per 15A NCAC 02T .01 I4(c), design flow rates for establishments not identified [in table 15A NUM' 0 .1.0114] shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 42.120 GPD (per 15A NCAC 02T .0114)
➢ Do not include future flows or previously permitted allocations
If permitted flow is zero, please indicate why:
❑ Pump Station/Force Main or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line.
Please provide supplementary information indicating the approximate timefratne for permitting upstream sewers with flow.
['Flow has already been allocated in Permit Number: Issuance Date:
❑ Rehabilitation or replacement of existing sewers with no new flow expected NC Dept of Environmental Qualit'
❑ Other (Explain):
OCT 13 2021
FORM: FTA 06-21
Raleigh Regional Office
Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
8
3,290
PVC
8
1,605
DIP
> Section 11 & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
> Section I11 contains information related to minimum slopes for gravity sewer(s)
> Oversizing lines to meet minimum slope requirements is not allowed and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (Pump StationsfForce Mainsl:
PROVIDE A SEPARATE COPY OF THIS PAGE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name: Hatcher Creek Pump Station
2. Approximate Coordinates (Decimal Degrees): Latitude: 36.284046' Longitude:-78.613098-
3. Total number of pumps at the pump station: 2
3. Design flow of the pump station: 0.177 millions gallons per day (firm capacity)
➢ This should reflect the total GPM for the pump station with the largest pump out of service.
4. Operational point(s) per pump(s): 475 gallons per minute (GPM) at 101 feet total dynamic head (TDH
5. Summarize the force main to be permitted (for this Pump Station): do �t
Size (inches)
Length (feet)
Material
8
2,495
PVC
8
65
DIP
0
ct,
If any portion of the force main is less than 4-inches in diameter, please identify the me hod of solids reduction per
MDCPSFM Section 2.01C.1.b. ❑ Grinder Pump ❑ Mechanical Bar Screen ❑ Other (please specify)
6. Power reliability in accordance with ] 51i M AC (Pi .0305fh][ 11:
® Standby power source or ❑ Standby pump
A Must have automatic activation and telemetry - 15A NCAC 02T,0305(h)(1)(B)_
➢ Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
> Must be permanent to facility and may not be portable
Or if the pump station has an average daily flow less than 15,000 gallons per day 15A NCACO2T.0305(h)(1)(C):
❑ Portable power source with manual activation, quick -connection receptacle and telemetry -
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry:
➢ Include documentation that the portable source is owned or contracted by the applicant and is compatible with the station.
➢ If the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump stations' storage
capacities and the rotation schedule of the portable power source or pump, including travel timeframes, shall be provided
as part of this permit application in the case of a multiple station power outage.
FORM: FTA 06-21 Page 3 of 5

IX. SETBACKS & SEPARATIONS —(02B .0200 & 15A NCAC 02T .0305(1)):
1. Does the project comply with all separations/alternatives found in 15A N( A(' 02T .03050) & :[gj?
15A NCAC 02T,0305(f) contains minimum separations that shall be provided for sewer systems:
Setback Parameter*
sewers and other utilities not listed below (vertical)
2Water mains (vertical - water over sewer preferred, including in benched trenches)
2Water mains (horizontal)
Reclaimed water lines (vertical - reclaimed over sewer)
® Yes ❑ No
Separation Required
18 inches
18 inches
Reclaimed water lines (horizontal - reclaimed over sewer)
**Any private or public water supply source, including any wells, WS-I waters of Class I or
Class Il impounded reservoirs used as a source of drinking water, and associated wetlands.
**Waters classified WS (except WS-I or WS-V), B, SA, ORW, 1-IQW, or SB from normal
high water (or tide elevation) and wetlands associated with these waters (see item IX.2)
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches, as well as wetlands associated with these waters or classified as WL.
Any building foundation (horizontal)
Any basement (horizontal)
Top slope of embankment or cuts of 2 feet or more vertical height
10 feet
18 inches
2 feet
100 feet
50 feet
10 feet
5 feet
10 feet
10 feet
Drainage systems and interceptor drains 5 feet
Any swimming pools 10 feet
Final earth grade (vertical) l 36 inches
➢ If noncompliance with 02T,0305(1) or tg1, see Section X.I of this application
*15A NCAC 02T.03Q5(g) contains alternatives where separations in 02T-0305(0. cannot be achieved. Please check "yes"
above if these alternatives are used and provide narrative information to explain.
**Stream classifications can be identified using the Division's fit;' Surface Water ( lass ific s1 o Ds wcbpagc
2. Does this project comply with the minimum separation requirements for water mains? ® Yes ❑ No 0 MA
➢ If no, please refer to 15A NCAC 18C.0906(f) for documentation requirements and submit a separate document,
signed/sealed by an NC licensed PE, verifying the criteria outlined in that Rule.
3. Does the project comply with separation requirements for wetlands? ® Yes ❑ No 0 N/A
> Please provide supplementary information identifying the areas of non-conformance.
> See the Division's draft separation requirements for situations where separation cannot be met.
➢ No variance is required if the alternative design criteria specified is utilized in design and construction.
4. Is the project located in a river basin subject to any State buffer rules? ® Yes Basin name: Tar -Pamlico ❑ No
If yes, does the project comply with setbacks found in the river basin rules per 15A N( AC 02B .024IY' ® Yes ❑ No
➢ This includes Trout Buffered Streams per 15A NC'AL: 213,0202
5. Does the project require coverage/authorization under a 404 Nationwide/individual permits ® Yes ❑ No
or 401 Water Quality Certifications?
➢ Please provide the permit number/permitting status in the cover letter if coverage/authorization is required.
6. Does project comply with I sA 'CAC 02 10:0Nc:)'G) (additional permits/certifications)? ® Yes ❑ No
Per 15A NCAC 02T.0105ic a!((r)), directly related environmental permits or certification applications must be being prepared,
have been applied for, or have been obtained. Issuance of this permit is contingent on issuance of dependent permits (erosion
and seditnentation control plans, stormwater management plans, etc.).
7. Does this project include any sewer collection lines that are deemed "high -priority?" D Yes ® No
Per i A NCAC 021..0402, "high -priority sewer" means any aerial sewer, sewer contacting surface waters,
siphon, or sewers positioned parallel to streambanks that are subject to erosion that undermines or deteriorates the sewer.
Siphons and sewers suspended through interference/conflict boxes require a variance approval.
➢ If yes, include an attachment with details for each line, including type (aerial line, size, material, and location).
High priority lines shall be inspected by the permittee or its representative at least once every six -months and
inspections documented per 1I5A NCAC 02T.0403(a)(5) or the permittee's individual System -Wide Collection permit.
FORM: FTA 06-21 Page 4 of 5

X. CERTIFICATIONS:
I. Does the submitted system comply with 15A NCAC Orr, the Minimum Design Criteria for the Permitting of Pump Stations
and Force Nola ins { IalKst version), and the Gravity Sewer Minimaia Design criteria (latest vcrsionl as applicable?
®Yes El No
If no, for projects requiring a single variance, complete and submit the Variance/Altemative Design Request application
(VADC 10-14) and supporting documents for review to the Central Office, Approval of the request will be issued
concurrently with the approval of the permit, and proiects requiring a variance approval may be subiect to longer
review times. For protects requlrine two or more variances or 1vhre the variance is determined by the Division to be a
significant portion of the nroiect:the full technical review is required,
2. Professional Engineer's Certification:
I,, ice' t , attest that this application for
(Professional Engi er's name from Applieatio Item I11.1.)
tY CC Vice4L
(ProjectName from Application Item 11.1)
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans,
specifications, engineering calculations, and all other supporting documentation to the best of my knowledge. I further
attest that to the best of my knowledge the proposed design has been prepared in accordance with the applicable regulations,
Minimum Design Criteria for Gravity sewers (latest version), and the Minimum Design Criteria for the Fast -Track Permitting
of Pump Stations and Force Mains latest version). Although other professionals may have developed certain portions of this
submittal package, inclusion of these materials under my signature and seal signifies that I have reviewed this material and
have judged it to be consistent with the proposed design.
NOTE - In accordance with General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000, as well as civil penalties up to $25,000 per violation. Misrepresentation of the application
information, including failure to disclose any design non-compliance with the applicable Rules and design criteria, may subject
the North Carolina -licensed Professional Engineer to referral to the licensing board. (21 NC ))
r e�t tat Quality A At
Gi�ol �' 1
North rg + ,ii ngental s sel, ignatur'� j "44,
aase and
date:
eer
OCT 13 2021
Raleigh Regional Office
3. Applicant's Certification per 15A NCAC 02T .0106(b):
I, / rK 9 L Z A rL t FP , attest that this application for
(Signature Authority Name from Application Item 1.3.)
S
= 1
...._.._.-......- .......
14r41-2 C AL - FR- _ 4 Tth h
(Project Name from Application Item 1I.1)
attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge.
I understand that if all required parts of this application are not completed and that if all required supporting documentation
and attachments are not included, this application package is subject to being returned as incomplete. I understand that any
discharge of wastewater from this non -discharge system to surface waters or the land will result in an immediate enforcement
action that may include civil penalties, injunctive relief, and/or criminal prosecution. I will make no claim against the Division
of Water Resources should a condition of this permit be violated. 1 also understand that if all required parts of this application
package are not completed and drat if all required supporting information and attachments are not included, this application
package will be returned to me as incomplete.
NOTE - In accordance with General Statutes 143-2 1 S.6A and 143-2 15, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
Signature: _
1)ate: _ LdLcri a
FORM: FTA 06-21 Page 5 of 5

Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting Allocation: The City of Oxford
Project Name for which flow is being requested: Hatcher Creek - SFR & Townhomes
More than one bT hE may be required for a single project if the owner of the WWTP is not responsible for all pump
stations along the route of the proposed wastewater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: City of Oxford WWTP
b. WWTP Facility Permit #: NC0025054
g
All flows are in MGD
c. WWTP facility's permitted flow 3.50
d. Estimated obligated flow not yet tributary to the WWTP 1.71E E
II
e. WWTP facility's actual avg. flow 1.33 0 col
f. Total flow for this specific request 0.08 ›
g. Total actual and obligated flows to the facility 3.119 u
h. Percent of permitted flow used 89% a
v
II. Complete this section for each pump station you are responsible for along the route of this z
proposed wastewater flow.
List pump stations located between the project connection point and
Pump
Station
(Name or
Number)
N/A
Firm
Capacity, *
MGD
(A)
Design
Average Daily
Flow**
(Firm 1 pf),
MGD
Approx.
Current Avg.
Daily Flow,
MGD
(B) (C)
Obligated,
Not Yet
Tributary
Daily Flow,
MGD
the WWTP:
(D) (B+C) (E)=(A-D)
Total Current
Flow Plus
Obligated
Flow
Available
Capacity***
* The Firm Capacity of any pump station is defined as the maximum pumped flow that
can be achieved with the largest pump taken out of service.
** Design Average Daily Flow is the firm capacity of the pump station divided by a peaking
factor (pf) not less than 2.5.
*** A Planning Assessment Addendum shall be attached for each pump station located
between the project connection point and the WWTP where the Available Capacity is < 0.
Downstream Facility Name (Sewer):
Downstream Permit Number:
Raleigh Regional Office
Page I of 6
FTSE 04-16

III. Certification Statement:
I Amy L. Ratliff certify to the best of my knowledge that the addition of
the volume of wastewater to be permitted in this project has been evaluated along the route to the
receiving wastewater treatment facility and that the flow from this project is not anticipated to
cause any capacity related sanitary sewer overflows or overburden any downstream pump station
en route to the receiving treatment plant under normal circumstances, given the implementation
of the planned improvements identified in the planning assessment where applicable. This
analysis has been performed in accordance with local established policies and procedures using
the best available data. This certification applies to those items listed above in Sections I and II
plus all attached planning assessment addendums for which I am the responsible party.
Signature of this form indicates acceptance of this wastewater flow.
Signing Ofcr Signature
1°102,1
Date
fie" tceP
zNL
Page 2 of 6
I' I SE 04-16

;:WithersRavene!
Our People. Your Success.
NC Dept of Environmental 1.
Sanitary Sewer System Narrative
Hatcher Creek Development
Oxford, Granville County, NC
OCT 13 2021
Site Location and Description Raleigh Regional Offr
The purpose of this project is to construct the first four of five sections of a mixed use, planned
unit development known as Hatcher Creek, which is in Oxford, within Granville County, NC. The
sections included in this portion of the project are the Main Boulevard, the Apartments, the
Townhomes and the Single Family. The Apartments propose 288 units and a Clubhouse, the
Townhomes propose 108 units, and Single Family proposes 27 units. Future development
includes a Commercial section that is part of the development and an offsite future Single -Family
residential section, which are north and west respectively of the Main Boulevard. These future
sections are not part of this submittal, but the proposed pump station is sized for their potential
future flow. The property is owned by Hatcher Creek, LLC.
The project drains to both Hachers Run (C;NSW) and Fishing Creek (C;NSW), with the southern
portions draining to Hatchers Run, with the northern portions draining to Fishing Creek. The entire
project is within the Tar -Pamlico River Basjn (HUC 0302010102).
Currently the site is mostly woodlands with a few open areas consisting of bushes and grasses.
The surrounding area includes US-15 to the east with undeveloped land further east, to the north
is a solar farm, and undeveloped land to west and south. Across US-15 and further south is a
Walmart Shopping Center, which is the closest completed development in the area.
Sewer Design
While the development is one project overall, the ownership of the sewer mains is divided into
two sections. The Apartments portion of the project will be privately owned and maintained by
Hatcher Creek, LLC and the remaining portions including the pump station will be owned and
maintained by the City of Oxford.
• The Apartments portion proposed sewer system includes the design and construction of
approximately 1,600 LF of 8-inch gravity sewer that will discharge into a proposed
manhole within the Main Boulevard. Sewer flow associated with the Apartments totals
80,070 gpd.
• The remaining portions of the project that include the Townhomes, Single Family and Main
Boulevard includes the design and construction of approximately 4,900 LF of 8-inch
gravity sewer, 2,600 IF of 8-inch pressure force main, and a pump station. Sewer flow
associated with the remaining portions of the project totals 42,120 gpd.
This project is not within the floodplain and no proposed gravity sewer manhole is within 50 feet
of any wetlands. The project does include wetland impacts for gravity sewer installation which
has been permitted. See attached issued permits from the Army Corps and NCDWR.
The Apartments, Townhomes and Single Family will flow via gravity sewer to the pump station in
the southwest portion of the project site and will then be pumped via the pump station and
forcemain back out to US-15 to connect to an existing 8" forcemain that flows to the existing City
of Oxford Wastewater Treatment Plant (WQCS-0086).
The project proposes 122,190 gpd of sewer flow be added to the Treatment Plant, which will put
the plant's capacity up to 89% of its permitted flow.

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110WithersRavenelOW People. Your Success Letter of Transmittal
219 Station Road, Suite 101
Wilmington, NC 28405
t: 910.2 56.9277 I f: 919.467.6008
TO: NCDEQ - Raleigh Regional Office, Water
Quality Section
3800 Barrett Drive
Raleigh, NC 27609
WE ARE SENDING
YOU THE
FOLLOWING
ITEMS.
®Attached
['Shop Drawings
❑Copy of Letter
DATE:
ATTENTION:
RE:
10/13/2021
PROJ. NO.'
4
03200058.00
Jason Robinson
Hatcher Creek - Public Sewer Application
Submittal
DUnder Separate Cover Via
❑ Prints ❑Plans ❑Samples ❑Specifications
❑ Change Order ❑Disk ❑Other
COPIE
DESCRIPTION
1
Cover Letter
1
Fast Track Sewer Application (Public Sewer)
Qua
1
Flow Tracking/Acceptance Form for Sewer Extension
NC Dept of Ellyn.° atental
1
USGS Map
n�
W�1
1
Street Level Map
OCT3
1
Sanitary Sewer System Narrative
Regional Offi
1
Issued Wetland Impact Permits
1
Check for $480 for Sewer Extension Application Fee
THESE ARE TRANSMITTED as checked below:
®For approval ❑Approved as submitted
®For your use ❑Approved as noted
❑As requested ❑Returned for corrections
E Resubmit
❑Submit
❑Return
copies for approval
copies for distribution
corrected prints
®For review and comment ❑Other
❑FOR BIDS DUE ❑PRINTS RETURNED AFTER LOAN TO US
REMARKS:
COPY TO: Alissa Pelham
lity
0
SIGNED: Joseph Boyd, PE
yboyd@withersraveneLcom;
910.509.6505

rOur People. Your Success.
WithersRavenei
October 13, 2021
Department of Environmental Quality - Raleigh Regional Office
Attn: Water Quality Section
3800 Barrett Drive
Raleigh, North Carolina 27609
NeDept otEnvfronmental Qnalfty
OCT 11 202!
Raleigh Rotjinnai Orrice
RE: Hatcher Creek & Hatcher Creek Apartments - Sewer System Extension Permit
To whom it may concern,
On behalf of the Hatcher Creek, LLC and the City of Oxford, please find the attached documentation in
support of a Fast Track Applications (FTA 04-16) for the above referenced project. As noted in the attached
narrative, this project includes in developments but two owners. One being the City of Oxford and the other
being Hatcher Creek, LLC.
To our knowledge the proposed project will meet all of DWR's minimum design criteria for sanitary sewer
extensions. The daily design flow rate for this project is calculated at 122,190 GPD based on NCAC 2T Rules
for wastewater flow rates. The proposed sanitary sewer line sizes are more than adequate to convey the
design flow rates.
Please find attached the following information in support of the applications:
Fast Track Sewer System Extension Application (FTA 04-16) for portion owned by City of Oxford;
Fast Track Sewer System Extension Application (FTA 04-16) for portion owned by Hatcher Creek,
LLC;
► Flow Tracking/Acceptance Forms for Sewer Extension Applications (FTSE 04-16);
► USGS Map;
► Street Level Map;
► City of Oxford Water & Sewer Availability letter for portion to be owned by Hatcher Creek, LLC;
► Hatcher Creek, LLC Secretary of State status;
► HOA Operational Agreement;
► Issued Wetland Impact Permits;
► (2) $480 Checks for payment of Application Fees.
If you have any questions regarding this request or if you require any additional information, please feel free
to contact me at 919-256-9277 [e-mail].
Sincerely
WithersRavenel
Joe Boyd, PE
Project Manager
219 Station Rd, #101 I Wilmington, NC 28405
t: 910.256.9277 I f: 919.467.6008 I www.withersravenel.com j License No. C-0832
Asheville j Cary j Greensboro I Pittsboro I Raleigh I Southern Pines j Wilmington