WQ0040718_Application (FTSE)_20190125

I
4.
State of North Carolina
DWR
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T.0300 - FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number: JJKL j (to be completed by DWR)
All items must be completed or the application will be returned
1. APPLICANT INFORMATION:
I. Applicant's name: Johnston County Public Utilities De artment (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership ❑ PrivateIy-Owned Public Utility
❑ Federal ® State. County ❑ Municipal ❑ Other
3. Signature authority's name: Chandra Farmer. PE per 15A NCAC 02T .0106(b)
Title: Director of Utilities
4. Applicant's mailing address: 309 East Market St. �+
City: Smithfield State: NC Zip: 27577
CY
5. Applicant's contact information:
Phone number: 9i9 989-5075 Email Address: chandra.farmer 'ohnstonnc.com o 0
11. PROJECT INFORMATION: .? N �
1. Project name: San Marino Ph 3 W
Z
2. Application/ Project status: ® Proposed (New Permit) ❑ Existing Permit/Project '
If a modification, provide the existing permit number: WQOp and issued date: A
U
If new construction but part of master plan, provide the existing permit number: WQ00 z
3. County where project is located: Johnston
4. Approximate Coordinates (Decimal Degrees): Latitude: 78.23.234 Longitude:-35.38.769
5. Parcel ID (if applicable): 168900-53-7227(portion), 168900-43-7826 onion 168900-43-2094 onion
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
I. Professional Engineer: Dale Werenko. PE License Number: NC 26495
Firm: WithersRavenel
Mailing address: 117 MacKenan Drive
City: Cary State: NC Zip: 2751 1-
Phone number: (9-L9) 169-3340 Email Address: dwerenko&&withersravenel.com
IV. WASTEWATER TREATMENT FACILITY(WWTF) INFORMATION:
1. Facility Nance: Central Johnston County Waste Water Facility Permit Number: NC 0030716
Owner Name: Johnston County
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
I. Permit Number(s): WQ0039683 Downstream (Receiving) Sewer Size: 8" inch
System Wide Collection System Permit Number(s) (if applicable): WQCS00060
Owner Name(s): Johnston Count
FORM: FTA 04-I6 Page I of

V1. - GENERAL REQUIREMENTS
I. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
[--]Yes ❑No ON . -'A
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational_ AWeemgutfFQR .3DY V0 been attached?
❑ Yes ❑No ®N;'A
3. If the Applicant is a Home.PrMcM Owners' Associa6un, has an Operational Agent (FORM' HDA) been attached?
❑ Yes ❑No ®NIA
4. Origin of wastewater: (check all that apply):
® Residential Owned ❑ Retail (stores, centers, malls) ❑ Car Wash
❑ Residential Leased ❑ Retail with food preparation/service ❑ Hotel and/or Motels
❑ School / preschool..' day care ❑ Medical ! dental / veterinary facilities ❑ Swimming Pool /Clubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming Pool. -Filter Backwash
❑ Businesses / offices..' factories ❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater: 100 % Domesticr'Commercial -% Commercial
% Industrial (See 15A NCAC 02T .0103 20
L 16Is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Has a flow reduction been approved under 15A NC AC 027.01 14W? ® Yes ❑ No
If yes, provide a cony of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(t)1
Daily Design Flow
No. of Units
Flow
4 bedroom residential home
320 gal/daylunit
61
19520 GPD
gal+
GPD
gall
GPD
gal/
GPD
gall
GPD
gal;'
GPD
Total ti9520
GPD
a See 15A NCAC 02T .0114 b d e I and e 2 for caveats to wastewater design flow rates (i.e., minimum flow per
dwelling; proposed unknown non-residential development uses; public access facilities 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 .0114(c), design flow rates for establishments not identified [in table 15A NCAC 02T.01141 shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 19520 GPD (per 15A NCAC 02T .O l 14)
A Do not include future flows or previously permitted allocations
If permitted flow is zero, indicate why:
❑ Pump Station or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line
❑ Flow has already been allocated in Permit Number:
❑ Rehabilitation or replacement of existi ng sewer with no new flow expected
❑ Other (Explain):
FORM: FTA 04-16 Page 2 of 5

VI I. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
I. Summarize gravity sewer to be permitted:
Size (inches)
Length (Feet)
Material
8"
1771
SDR-35
8"
767
DIP
➢ Section II & Ill of the MDC for Permitting of Gravity Sewers contains information related to design criteria
➢ Section III contains information related to minimum slopes for gravity sewer(s)
➢ Oversizing lines to meet minimum slope requirement is not allowed and a violation of the MDC
VI ll. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (Puma Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
I. Pump station number or name:
2. Approximate Coordinates (Decimal Degrees): Latitude: Longitude: -
3. Design flow of the pump station: millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): gallons per minute at feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches) Length (feet) Material
6. Power reliability in accordance with 15A NCAC 02T.0305(h)(1):
❑ Standby power source or pump with 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
Or if the pump station has an average daily flow less than 15,000 gallons per day:
❑ Portable power source with manual activation, quick -connection receptacle and telemetry- 15A NCAC 02T
.0305(h)(1)(C)
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry- 15A NCAC 02T.0305(h)(1)(C):
➢ It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant (draft agreement)
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
in the case of multiple station power outage.
FORM: FTA 04-16 Page 3 of

IX.. SETBACKS & SEPARATIONS — (02B .0200 & ISA NCAC 02T .0305(Q):
I. Does the project comply with all separations found in 15A NQAC 0 T .0305(f.& W
➢ 15A NCAC 02T.0305(f) contains minimum senarations that shall he nrnvidod t'nr cewr r cvOi-mc•
® Yes ❑ No
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below vertical
24 inches
Water mains vertical -water over sewer including in benched trenches
18 inches
Water mains horizontal
10 feet
Reclaimed water lines vertical - reclaimed over sewer
18 inches
Reclaimed water lines horizontal - reclaimed over sewer
2 feet
**Any private or public water supply source, including any wells, WS-I waters of Class I or
Class 11 im ounded reservoirs used as asource of drinking water
100 feet
**Waters classified WS (except WS-1 or WS-V), B, SA, ORW, HQW, or SB from normal
high water or tide elevation and wetlands see item IX.2
50 feet
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
10 feet
Any building foundation
5 feet
AnX basement
10 feet
Top slope ofembankment or cuts oft feet or more vertical height
10 feet
Drain e s stems and interceptor drains
5 feet
Any swi mmi ng pools
10 feet
Final earth grade vertical
36 inches
➢ 15A [ CAC 02T.0305W contains alternatives where separations in 02T.0305(f) cannot be achieved.
➢ **Stream classifications can be identified using the Division's NC Sgrfce Water Classifications wpe
➢ If noncompliance with 02T.0305(D or L see Section X of this application
Does the project comply with separation requirements for wetlands? (50 feet of separation) ® Yes ❑ No
➢ See the Division's draft separation requirements for situations where separation cannot be meet
➢ No variance is required if the alternative design criteria specified is utilized in design and construction
➢ As built documents should reference the location of areas effected
3. Does the project comply with all setbacks found in the river basin rules per 15A NCAC 02B .0200? ® Yes ❑ No
➢ This would include Trout Buffered Streams per 15A NCAC 213.0202
4. Does the project comply with an individual 404 Permit or any 401 Certifications? ® Yes ❑ No
➢ Wetland -related permits shall be requested, obtained, and adhered to for projects that impact wetlands or surface waters
D Information can be obtained from the 401 & Buffer Permittine Branch
5. Does project comply with 15A NCAC 02T_0105(c)(61 (additional permitsicertifications)?
® Yes ❑ No
Per I5A NCAC 02T_0I0&cX§6 , directly related environmental permits or certification applications are being prepared, have
been applied for, or have been obtained. Issuance of this permit is contingent on issuance of dependent permits (erosion and
sedimentation control plans, stormwater management plans, etc.).
6. Does this project include any sewer collection lines that are deemed "high -priority?"
Per 15A NCAC 02T.0402, "high -priority sewer" means "any aerial sewer, sewer contacting surface waters, siphon, or sewer
positioned parallel to streambanks that is subject to erosion that undermines or deteriorates the sewer.
❑ Yes ® No
➢ 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 I5A NCAC 02T.0403(a)(5) or the permitee's individual System -Wide Collection permit.
FORM: FTA 04-16 Page of5

X. CERTIFICATIONS:
I Does the submitted system comply with i iA " A 01, the Mrnirnurra '�!t. 'rxtC[i k tier the Ptm iWiTig o. rNtrn14tations
and f .once fw�lains t latest yers , and the Cirav,ity Scv%er Minimum Design Cri�i�Cl}tt�st ; etsionj as applicable?
® Yes ❑ No
If No, complete and submit the Variance Alternative Design Request application (VADC 10-I4) and supporting documents for
review. A royal of the request is re uired prior to submittal of the Fast Truck Application and sunporting documents.
2. Professional Engineer's Certification: 1. 9��_�Cr
C_FkJVO _ _ attest that this application for
(Professianal En-incer's name from Application Item III_ I.)
has been reviewed by me and is accurate. complete -and consistent vvith 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 rnv knowledge the proposed design has been prepared in accordance with the applicable regulations, Graviy Sewer
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). Althou<oh 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
havejudged it to be consistent with the proposed design_
]VOTE — In accordance with General Statutes I43-215,6A and 143-215.6I3, 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 S10.000, as well as civil penalties up to S25.000 per violation.
North Carolina Professional Engineer's scal, signature, and date:
3. Applicant's Certification per 15A NCAC 02 1'.0106(h):
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[• �t'3._ l _m_ fG,YW411 �tMADI a � attest that this application Inr
(Signature Authority s name &. title from Application item 1.3.)
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. I also understand that if all required parts of this application package are not completed and that 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 ; 43-215.6A and i 41-� , any person who knowingly make amy 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 %veil as civil penalties up to $25,000 per violation.
Signature: PC,
O11L- _ Date:
rlIUAA. rTA AI Y{ n r - _

State of North Carolina
DWR
Department of Environment and Natural Resources
Division of Water Resources
Division of Water Resources Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 08-13)
Project Applicant Name: Johnston Count
Project Name for which flow is being requested: San Marino Phase 3
More than one FTSE may be required for a single project if the owner of the WWTP is not responsible for all pu►up
stations along the route of the proposed wastewater,Jlow
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Central Johnston County WWTP
b. WWTP Facility Permit #: NC0030716
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the WWTP
e. WWTP facility's actual avg. flow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
All flows are in MGD
9.5 MGD
2.2886
5.4020
0.01952
7.7101
81.2%
I1. Complete this section for each pump station you are responsible for along the route of this
proposed wastewater flow.
List pump stations located between the project connection point and the WWTP:
(A)
Design
Pump
Average Daily
Station
Firm Flow**
(Name or
Capacity,* (Firm ! pf),
Number)
MGD MGD
NC 42 East 0.5040
Clayton K5 0.6480
0.2016
0.2592
(B)
(C)
(D)=(B*C)
Obligated,
Approx.
Not Yet
Total Current
Current Avg.
Tributary
Flow Plus
Daily Flow,
Daily Flow,
Obligated
MGD
MGD
Flow
0.023730
0.1584
0.1821
0.077253
0.21396
0.2912
(E)=(A-D)
Available
Capacity***
0.0195
(0.03201)
* 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 (p() 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.
Page 1 of 6
FTSE 08-13

III. Certification Statement:
I Chandra C. farmer, P.C. 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 Official Signal
l0 1?J
Date
Page 2 of 6
F"I'SI: 08-13

1FTSE PLANNING ASSESSMENT ADDENDUM (PAA)
Submit a planning assessment addendum for each pump station listed in Section 11 where Available
Capacity is < 0.
Pump Station (Name or Number):
Given that:
a. The proportion and amount of Obligated, Not Yet Tributary Daily Flow (C) accounts for
83% % and 0.214 MGD of the Available Capacity (E) in Pump Station
Clayton K-5 ; and that
b. The rate of activation of this obligated, not yet tributary capacity is currently approximately
0.024 MG per year; and that
c. A funded Capital Project that will provide the required planned capacity, namely
Clayton K-5 PS Upgrade is in design or under construction with
planned completion in FY 2020-21 ; and/or
d. The following applies:
Preliminary design will be intitated this year (FY 18-19) with a elan for construction to be
complete by FY 2020-21. Currently, the pump station is loaded at 30%. If the station
aeproaches actual flow of 80% design caeacity of the station, the schedule will be
accelerated.
Therefore:
Given reasonably expected conditions and planning information, there is sufficient justification to
allow this flow to be permitted, without a significant likelihood of over -allocating capacity in the
system infrastructure.
I understand that this does not relieve the collection system owner from complying with G.S. 143-
215.67(a) which prohibits the introduction of any waste in excess of the capacity of the waste
disposal system.
Official Signature
Date
Page 3 of 6
FTSE 08-13

Instructions for: Flow Tracking/Acceptance for Se►ver Extension Permit Applications (TTSE) and
Planning Assessment Addendum (PAA)
Section I
a. WWTP Facility Name: Enter the name of the WWTP that will receive the wastewater flow.
b. WWTP Facility Permit #: Enter the NPDES or Non -Discharge number for the WWTP receiving the
wastewater flow.
C. WWTP facility's permitted flow, MGD: From WWTP owner's NPDCS or Non -Discharge permit.
d. Estimated obligated now not vet tributary to the WWTP MGD: This includes flows allocated to other
construction projects not yet contributing flow to the collection system. flows allocated through
interlocal agreements or other contracts not yet contributing flow to the collection system are also
included. For POTWs that implement a pretreatment program, include flows allocated to industrial
users who may not be using all of their now allocation. Please contact your Pretreatment Coordinator
for information on industrial flow tributary to your WWTP.
As of January 15, 2008 the POTW should have reviewed flow allocations made over the last two years
and reconciled their Flo►v records, to the best of their ability, so it is known how much flow has been
obligated and is not yet been made tributary to the WWTP, in accordance with local policies and
procedures employed by the reporting entity.
The obligated Flow not yet tributary plus actual flow will be reconciled annually for systems at less than
60% of permitted flow used. Annual updates shall be submitted to the appropriate Regional Office by
January 15 of each year and cover the previous calendar year.
Semi -Annual updates shall be required when the percent of permitted flow used reaches 60%. Semi-
annual time period are defined as January I through June 30 and July 1 through December 3 I. Semi-
annual updates shall be submitted to the appropriate Regional Office by July 15 and January 15 of each
year.
Quarterly updates shall be required when the percent of permitted flow- used reaches Mi . Quarters
are defined as Qtrl (Jan -Feb -Mar); Qtr2 (Apr -May -Jun); Qtr3 (Jul -Aug -Sep); Qtr4 (Oct -Nov -Dec).
Quarterly updates shall be submitted to the appropriate Regional Office by April 15, July 15, October
15 and January 15 of each year.
C. WWTP facility's actual ava. flow. MGD: Previous 12 month average.
f. Total flo►v for this specific request. NIGD: Enter the requested flow volume.
g. Total actual and obligated flows to the facility, MGD Equals [d ., a + f]
h. Percent of permitted flow used: Equals [(g l c)* 100]
Page 4 of 6
I-I'SI, 08-13

`o�OF W AT �RpG
Michael F. Easley, Governor
v� William G. Ross Jr., Secretary
j North Carolina Department of Environment and Natural Resources
p Alan W. Klimek, P.E., Director
Division of Water Quality
May 18, 2005
Timothy Broome, PE, Director of Infrastructure and Engineering
Johnston County Public Ut+iities
PO Box 2263
Smithfield, NC 27577
Subject: Johnston County
Residential Flow Reduction Approval
Johnston County
Dear Mr. Broome:
On February 22, 2005, the Division of Water Quality received a flow reduction request for
residences in Johnston County. The letter requests an allowable flow rate of 80 GPD per residential
bedroom based on the evaluated data for three similar existing subdivisions.
The water use data provided between November 2003 and October 2004 with daily readings
taken during November 2004 was analyzed by central office and regional office staff with additional
information requested. Based upon this data and the County response to our additional information
requests, the Division hereby approves the use of 80 GPD per residential bedroom, with a minimum
of 160 gpd for one and two bedroom units in all applicable non -discharge permit applications.
Flow shall be incremented by 80/gpd for each bedroom above two. Regardless of the adiusted
design daily wastewater flow rater at no time shall the wastewater flows exceed the effluent limits
defined in the NPDES permit for the treatment -facility or exceed the capacity of the sewers
downstream of any new sewer extension or service connections . A permit modification and fee is
required to apply this flow reduction to any existing permits where flows have been allocated.
If you have any questions or comments regarding this matter, please contact Marie Doklovic
at [phone] ext. 371,
Sincerely,
Alan W. Klimek, P.E.
cc: Ken Schuster, Raleigh Regional Office
Barry Herzberg, Raleigh Regional Office
Mark McIntire, NPDES East Program
Kimberly Rineer, PE, Johnston County Public Utilities
PERCS Flow Reduction Fie
011e Pretreatment, Emergency Response and Collection Systems Link Internet http:lm2o.enr,nc,slate.us/ndpu
No Wit
1617Mail ServiceCenter, Raleigh, NC27699-1617 An Equal Opportunity Action Employer
XX�����j�/I� Telephone [phone] Fax [phone]%recycled/10%posFconsumerpaper

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DEPARTMENT OF PUBLIC UTILITIES
POST OFFICE BOX 2263
SMITHFIELD, N.C. 27577
[phone]
January15, 2019
Withers Ravenel
Mr. Dale Werenko P.E.
115 MacKenan Drive
Cary, NC 27511
Re: Sewer Facilities to Serve the San Marino Subdivision Phase 3
JC serial No: 18-082-P
Plan Approval
Dear Mr. Werenko:
This letter is to confirm that the engineering plans and technical specifications have been approved for the sewer
facilities to serve San Marino subdivision Phase 3, Johnston County Serial No. 18-082-P.
Upon completion of the construction or modification, and prior to placing the new construction or modification
into service, the following information must be received and approved by the Johnston County Department of
Utilities:
1. NCDENR approval letter
2. Engineer's certification
3. As -Built drawings sealed by the Engineer
4. Lien waiver from the utility contractor
5. Recorded plat indicating any necessary utility easements
Please have the utility contractor schedule a pre -construction conference with our office prior to the installation
of the sewer distribution facilities. Please be advised that all permits must be received by this office prior to
construction. Contact me at [phone] or [e-mail], if you have any questions or need
additional information.
Sincerely,
Mike Keen
Utilities Manager
cc: Chandra Coats, PE — Public Utilities Director
Printed on re ryoled paper 4 !

a

14SWithersRavene[
Our People Your Success.
January 24, 2019
Jason Robinson & Ted Cashion
NCDEQ
3800 Barrett Sr.
Raleigh, NC 27609
RE: San Marino, Phase 3
WR # 2140521.0
NC Dept Orenvironment
a! Quality
JAN 25 2019
Ralclgh Region'al of
Please find attached the Fast Track Sewer System Extension Application for your review and
approval.
The gravity sewer for San Marino, Phase 3 will serve 61 single-family, 4-bedroom homes. We are
allocating 80GPD/BDRM sewer flow per home, for a total allocation of 19,520 GPD for this
phase. The gravity sewer system consists of 767 LF of 8" DIP, 1,771 LF of SDR-35 and
appurtenances. The sewer flow will be received by the Central Johnston County WWTP, Permit #
NC0030716. Two pump stations, NC 42 East & Clayton K5 are located between the project
connection and the WWTP.
The attached review package contains the following:
2- Fast Track Sewer Extension Applications
• 2 - Flow Tracking/Acceptance for Sewer Extension Applications
• 2 — Johnston County Approval Letter
• 2 — USGS Maps
• 2 — Street Level Maps
• 1 - $480.00 Review Fee
Sincerely,
WithersRavenel
u1i�h�mCsd
Amy McDonald
Project Coordinator
115 MacKenan Drive I Cary, NC 27511
t: 919.469.33401 f: 919.467.6008 J www.withersravenel.com I License No. C-0832
Asheville I Cary I Greensboro I Pittsboro I Raleigh ! Wilmington