WQ0040691_Application (FTSE)_20190123

State of North Carolina
DWR
Department of Environmental Quality
Division of Water Resources
15ANCAC 02T.0300-- FAST TRACK SEWER SVSTEWI ocrENSION APPLICATION
DIv[slon of Water Resources FTA 04-16& SUPPORTING DOCUMFINTATION
Application Number: " UO 1 0 riobetmarpteicdbyDWR1
Ati-ilvow n1u t he connActed-pr Me a i all sill be returne
1. APPLICANT INFORf1UTION:
1. Applicant's name• T-omii offlolly Snrines (company. municipality. 110A, utility, c1c.)
3. Applicant type: ❑ Individual ❑ Corporation ❑ General PaRacrship ❑ Pmalely-Owned Public Utility
❑ Federal ❑ Stawcounty ® Municipal ❑ Other
3. Signature authority's name" Kndru D. Parrish. P. F per I$. A NCA C rl?T .I]] r1{,liti Y
Title' Director orrjiginccrinz
4. Applicant's rmriling address: 72% South Main Slrrcl
City: Holly Saritgss Slat*: NC Zip: 27540—
5. Applicant's contact itforruatiou:
Phone nultthcr: (919) �57-22Fatrril Address-kentim.norrisltfrr:hollvsprit +sne.irs
Car -A Sara . ex n �g l� {col ( ySpn•„5s t7C. �'
lI. PRi)Jlxl' INFORMATION:
1. Prujcct nanx: Honeycutt Farm - Phases 4 & 6
2. Application! Project staters: ❑R Proposed(New Permit) ❑ Fdsting PcmrillProjeci
If a modification, provide the existing pemut number WQ00— and issued date:
If new construction but part of a nm%ter plan, provide the existing peumut number. WQ(H)
3. County where pmjecl to located: Wake
4. Approxintate Coordinates (Decinial Dcgrees), L11itude: 95'37'17"N Longitude:. 78'50'46 W
5. Parcel ID (if applicable): 0421819; 0014190; 0380113
(or Parcel ID to closest downs tnearnsewcr)
III. CONSULTANT INFORMATION:
I. Professional Engineer, John C. Martin License Number: 043217
Finn: McAdams Company
Mailing address: 2905 Meridian Parkway
City: Durham State: NC Zip: 27713
Phone number. {g19'36i_5000 Envil Adduess:imartin@mcadamsco com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Natrrc: thicy Creck W e euma c • tment Plan Permit Nurnbcr: NC0063096
Owner Name: Town gl1lully Springs
V. RECEIVING DOWNSTREAM �ffNVWFO ,NIATU N (irclifferenf hqn U,NVTF): l
I. Perltit Nuud�cr{s) tom' �•'a'C t X ,07i�it' ar efri�l m-No'1 (), _Y-1STMA%
1 Q_ Downstream (Rccciv ng) Sewer Size: inch
System Wide Colleclion Sysicm PenAt Numbcr(s) (if applicable): WQCS—LOA
Owner Nmr(s):
FORM: 1-TA 04-16
Page I of 5

V1. GOVERAL REQUIREMENTS
1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Neccssuy been attached'
❑ Yes ❑ No 0 NIA
2. If the Applicant is a Developer of lots to he sold, has a •► ►ger'at.()nemtK-inaJ Agnwuknt IFQMI- f1f Vf been attached"
❑ Yes ❑No ONIA
3. Ir the Applicant is a L ❑ ly!11;iritriv • • been attached?
❑ Yes ❑ No ❑X NIA
4. Origin of waslewater. {check all that apply):
BX Residential Owned ❑ Retail (slores,cemtcrs,rnalls) ❑ Car Wash
Residential Leased ❑ Retail with food preparation/service ❑ llotel and or Motcb
❑ School i preschool/ day care ❑ Medical I dental veterinary facilities ❑ Swirnrning Pool ;Clubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming Pool/Filter Backwash
❑ Businesses/offices Ifactories ❑ Nursing Ilona ❑ Other (Explain in Attachment)
5. Nature of wastewater: i00 % DomesticlConiner:ial "A Comrrrercial
%htdusiri:tl { - IM NCAC (,1 .t 10S201)
i,Is there a Prelmatmeni Progmm in elFect? ❑ Yes ❑ No
6. Has a flow reduction been approved under f A{' 0PT .0114tt1? M Yes ❑ No
� If yes, pro%ide a copy of now reduction a M%ul letter
7. Summarize wastewater generated by project:
Establishment Type (sce 0Yl:0t 14It1)
Daily Design Flow "a'
No. of Units
Flow
SINGLE FAMILY HOME
255 gay UNIT
31
7.905 GPD
TOWNHOME
255 gall UNIT
63
16.065 GPD
gal/
GPD
gaU
GPD
gay
GPD
gap
GPI)
Total
23,970 GpD
a Sce ,j5A tV[ AC 027 ,IIf IL A!, Icltlt and fclf?i for caveats to wastewater design flow rates (i.e., minimum flow per
dwelling, proposed unknown non-rrsideri ial development uses; publicaccess facilities located rtearhigh public use areas;
and residential property located south oreasi oflhe Atlantic Intracoastal Waterway to beused as vacation rentals as defined
in (IS. 42A4).
h Per 15A NCAC 02T ,0114(c), design flow rates fur establishments not identified [in table 15A N(J' 02T.I11 M shall he
determined using available flow data, water using flxtURN, Occupancy oruperraation patterns, and other measured data.
8. Was lewatergenrntted by project:23,970 GPD per 15A WA€' 02T 11114) /
Do not include future nows orpreviuusly permitted allocations ttL'
If permitted flow is nro, indicate why:
❑ Pump Station orGavity Sewer where flow will be permitted in subsequent permils that connect to this line
❑ Flow has already been allocated in Penn it Number:
❑ Rehabilitation or replacement ofexistiog sewer with nonew now expected
❑ Other (Explain)
FORNI : fi'A 04• J 6 Page 2 of 5

VIL GRAVFrV SEWER DESIGN CRFFERIA (if Applicable) - ! T 0 05 & MIFIC 1Gradly SeKersl:
1. Sumrmrine gravity sewer to be permitted:
Size(inches) length (feel) Material
8 2,588 PVC
8 309 DIP
Section 11 & III ofthe MDC for Permitting orGavily Sewers contains inforn>ation related to design criteria
Section Ill contains informmlion related tominimum slopes forgravity sewer(s)
Y O►erOzing lines to meet minimum slope requirement is not allowed and a %iolalion or the i1IDC
V111. PUMP STATION DESIGN CRiTF.R1A (ifApplicuhle)—02T.0305& 411)r, (Pumn Slutions/Force ',%hdnsl:
',%1 I STATION' INCLUDED N TIIIS PROJE17
1. Purnp station number or narne:
2. Appro)dmatc Coordinates (Decirml Degrees); Latitude- Longitude: -
3. Design flow ofthe purnp station: milliuns gallons per day (firm capacity)
4. Operational point(s)uf thepurnp(s): —gallons perrninuic at feet total dynamic head (TDH)
5. Sumrmriae the fume main to be pemitted (for this Punic Station):
Site (inches) Length (reel) I4laterial
6. Power reliability in accordance with 15A NCAC 0,11 015flilf I :
❑ Standbypowersourccorpump with automatic activation and telemetry - 15A NCAC 02T .0305(h)(1)(B)_
Y Required for all pump stations with an average daily [low greater than or equal to 15,000 gallons per day
Y Must be perosrnent to racilily
Or if the pump station has an average daily flaw less than 15.000 gallons per day:
❑ Portable powersource with manual activation, quick -connection receptacle and telcmctry - 15A NCAC 02T
.0305(h)(1)(C )
or
❑ Portable pumping unit with plugged emergency pumnp connection and telernelry - 15A NCAC 02T .0305(h)(1)(C)'
D It shall be dcmnonsirrled to the Division that the portable source is owned or contracted by ilic applicant (draft agreernent)
and is compatible with the station.
Y If the portable powersource orpuntn is dedicated to multiple pump stalions,an evaluation of all thepungm stations'slorage
capacities and therotation schedule ofthe portable power sourceor pump, including travel time£tarnes, shall be provided
in the case of anwhiple station power outage.
FORM: FTA 04-1 rm Page 3 of 5

IX. SF'1BACKS & SEPARATIONS — (02H .0200 & 1SA NCAC 02'I'.0305(f)):
I. noes thepruject comply with all separations found in 15A NCAC 01 0305 gX❑Yes ❑ No
% I5A NCAC 02T(1305ff) rnnruill s Min inumi innc Ih:« chrin h.• n •illy I I'' •�.....�-
Setback Paranrter"
Separation Required
Stomi sewers and other utilities not listed below (vertical)
24 inches
Waternrains (vertical-wa(er over sewer including in benchedlreoches)
18 inches
Water mains (horaontal)
10 feel
Reclaimed water Imes (vertical - reclaimed over sewer)
18 inches
Reclaimed wale:lines (hor-laantal-recktimcd over sewer)
2 feet
"Anyprivaleorpublicwatersupplysource,including any wells. WS-lwater%ofClass Ior
Class It impounded reservoirs used as a sourceof drinking water
100 feet
"Wntersclussified Ws (c=cpl WS-I or WS-V), B, SA,ORW, IIQW, nrSfi from nonnal
high water (or tide elevation) and wetlands (see item IX,21
50 Ibel
"Any otherstreartr, lake, impoundment, or ground water lowering and surface drainage
ditches
10 feet
Any building foundation
5 feet
AnX basement
10 feet
Top slopeofentbankinent orcutsof2feel ormorc venical height
10 feet
Drainage systems and interceptor drains
5 feet
Anyswinvning pools
10 feet
Final earth grade (vertical)
36 inches
ISA NCAC 02T.01113te1 conlainsallemativc,whcre separations in02T.0.i05(fl cannot beachic%ed.
% "Stream classifrcaii.ons can he identified using the Division's NC Surface WgicrClaqsifications web • we
r If noncompliance with ( T.030iff) oriel. see Section X oflhisapplication
2 Does the project comply with separation requirements for wetlands? (50 feet of separation) Q Yes ❑ No
See the Division's draft scparataon requirements for situations when: separation cannot be meet
Y No variance is required if the alternative designcrilcrii specified is ulikird in designand construction
As built documents should reference the location ofareas effected
3 Does the project comply with all setbacks found in the river basin rules per 15A NCAC 02fi .02(xr! X❑ Yes ❑ No
i This wouki include Trout Buffered Streams per f5A NCAC 211.0202
4. Does the project comply with an individual 404 I'ertnil or any 401 Certifications? Q Yes ❑ No
% Wetland-rclaled pennils shall be requested,ohlained,and adhered to fir projects that iipacl wetlands or surface waters
I- Information can he obtained from the 401 & Buffer Pcnnillintt Branch
5. Does project comply with BA NCAC 02T.0105(c1(6) (additional permits/certificalions)? Q Yes ❑ No
Per 15A NCAC 02T (II VIE directly related environmental pennits or certification applications are being prepared, have
been applied For, orhavcbeen obtained. Issuanecofthispermit iscontingentonissuanccofdependent pemails (crosionand
sedinxnlation control plans, stomtwaler management pans, e1c.),
6 Doci this project include any scwcrcollcction lines that are deemed "high -priority?"
Per 15A NCAC 02T.(fA(12, "high -priority sewer- means "any aerial sewer, sewer contacting surface waters, siphon, or sewer
positioned parallel tostreanlbanks that is subject tocrosion that undermines or deteriorates the sewer.
❑ Yes ] No
% If yes, include an attachment with details for each line, including type (aerial line, size, nralerial, and location)
High priority lines shalt be inspected by the permittee or its representative ill leaslonce every six -months and inspections
documented per ISA NCAC 02T.0403(a)(5) or the perntftee's intitidual System -Wide Collection permit.
FORM: FTA 04-16 Page 4 of 5

X. CERTIFICATIONS:
1. Does the subnrilted syslemcoereply with 15A NCAC 02T, the Mininxine Design Criteria rrr the Pernitting of Pungi Stations
and Force Main-s 4•ues vcr%k)ti I. and the Gravity Sewer �4lininnim I)esien Criteria flatesi ycrsiunl as applicably'.'
0 Yes ❑ No
If No, complete and submit the Variance/Alternative Design Request application (VADC 10-14) and supporting documents for
review AvKoval orthc request s c r t h tta c FustTs-tick-AUdication. pridsuWartine doesimepts.
2. Professional inginecers Certification.
I, John C. Martin
attest lhatthesapplic:ninnfor
(Professional Engineer's narrx: from Application Item 111.1.)
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans, specifications,
engineering calculations, and all otlecrsupporting 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, Gravity Sewer
Minimum Design Criteria for Gravity Sewers (latest version), andthe Minimum Design Criteria for the Fast -Track Permitting
of Pump Stations and Force Mains (latest version). Ali hough other pro ression& may have developed cena;n portionso f Ile is
submittal package, inclusion of these materials under my signature and seal signifu:s that I have reviewed this naterial and
have judged it to be consistent with the proposed design.
NOTE - In accordance with General Statutes 143-215.6A and 143-2156$, any person who knowingly makes any false
statement, representation, or ccrtiticatian in any application package shall be guilty of a Class 2 misticarartor, 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 seal, signature, and date: ���¢'��. •. ROe //o �
_ y7 �I
_ ; a SEAL. r 1
043217 *V/f_.�
G
r�
C��oL /13
3. Applicant's fertific alion per 15A NCAC,02T .0106(h)-
w attest that this application for
(Signalui Authority's name & title from Application Item 13.)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required pans 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 understandthal any discharge of wastewater from this non -
discharge sysicmto surface waters or the land will result in an irrunediate enforcement action that pray include civil penalties,
injunctive relic[', androrcrintinal prosecution. Iwill make noclaim against the Division ofWater Resourcesshouldacondition
of this permit be violated. I also understand that if all required pans of Ihts application package are not completed and I hal if
all required supporting infonnation and atlaclimenis are no included, this application package will be returned to me as
incompletc.
NOTE In accordance with General Statutes 143-215.6A and 4.1-21 .fill, any person who knowingly nnekes any false
statement. representation, or certification in any application package shall he guilty of a Class 2 misdemeanor, which emy
include a fine not to exceed SiO AHI as well as civil penalties up to $25.000 per violation.
Signature. _ — Date'
FORM; ETA 04-16 Page 5 of 5

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: Town of Holly Springs
Project Name for which flow is being requested: Honeycutt Farm - Phases 4 & 6
More than one 17SE pray be required for a single project if the owner of the II'IPTP is no! responsiblefor all pump
stations along the route of the propuseel wastewater flow
1. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Utley Creek Wastewater Treatment Plant
b. WWTP Facility Permit #: NC O063096 (�l`" t
2-
WWTP facility's permitted flow
Aft flows are in MGD
6.0
d. Estimated obligated now 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 (lows to the facility 2..1a?�
h. Percent of permitted flow used -W(
11. 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)
(B)
(C)
(D)=(B+C)
(E)=(A-D)
Design
Obligated,
Pump
Average Daily
Approx.
Not Yet
Total Current
Station
Firm
Flow*"
Current Avg,
'Tributary
Flow Plus
(Name or
Capacity, *
(Firm / p fl,
Daily Flow,
Daily Flow,
Obligated
Available
Number)
MOD
INIGD
MGD
,MGD
Flow
Capacity***
�S
* The Firtn 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 (pl) 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 Culracity is < 0.
Downstream facility Name (Sewer):
Downstream Permit Number:
Page 1 of 6
I. 1 �#, 04-1 fti

111. Certification Statement;
Vcertify to the best of my knowledge that the addition of
the volume of wastewaterWo 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.
Page 2 of 6
FTS U 04-16

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N
HONEYCUTT ROAD
USGS TOPO MAP
500 1,000 2,000 PROJECT #: MIH-16010
Feet
1 inch— 1.000feet HOLLY SPRINGS, NORTH CAROLINA
J
WADAME

6CT
State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Environmental Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
March 31, 1995
Stepanie L. Sudano, P.E., Town Engineer
Town of Holly Springs
Post Office Sox 8
Holly Springs, North Carolina 27540
RE: Town of Holly Springs
Request for Adjusted Daily Wastewater Flow
Wake County
Dear Ms. Sudano:
&IC.RMAI
�Wia
EDEHNI=?L
On March 15,1995, the Division received your wastewater flow reduction request and supporting
documentation concerning wastewater flows associated with present residences within the Town of Holly
Springs. Your letter requested the Division allow the reduction of wastewater flows from 120 GPD per
bedroom as required in required by North Carolina Administrative Code to 255 GPD per household for
single family residential units. In support of your request, water consumption data and wastewater
information was supplied from households located in Holly Springs.
An evaluation was completed by the Division in accordance with 15A NCAC .02190)(3) using the
water consumption data submitted, twelve (12) months of data starting from January 1994. The peak
month was determined to be January 1994 based on average wastewater generated per customer. Using
the upper 10% of the water consumption data for the month of January, eliminating industries, commercial
properties and several inaccurate residential readings, Division staff verified the flow rate of 255 GPD per
household.
In view of the information submitted, the Division of Environmental Management hereby approves
the use of 255 GPD per single family residence in all applicable non -discharge permit applications for
future wastewater collection extensions which will be made tributary to the Town of Holly Springs
Wastewater Treatment Plant (Permit No. NC0063096). This consideration applies to any applicable future
projects submitted to this Division as well as any projects which are presently under review. Wastewater
flows presently tributary to the wastewater treatment facilities can be adjusted upon negotiations between
the Town of Holly Springs and the Raleigh Regional Office.
If you have any questions or comments regarding this matter, please contact Mr. Michael D. Alldn
at [phone] ext. 547.
cc: Raleigh Regional Office, Water Quality Section
State Engineering Review Group
P.O. Box 29535, Raleigh, North Carolina 27926-0535
An Equal Opportunity Affirmative Action Employer
Since y, .
A. Preston Howard, Jr., P.E.
Telephone [phone] FAX [phone]
50% recycled/ 10% post -consumer paper

.0 �Ra J�
.,; THE Towle of��0PrIngS
January 10, 2019
NCDENR — DWR
Raleigh Regional Office
1628 Mail Service Center
Raleigh, North Carolina 27699-1628
Re: Honeycutt Farm Phases 4 & 6
Due to the nature of the phasing of Honeycutt Farm, the downstream lines in which this
permit will tie to has not yet been permitted by NCDENR — DWR. The downstream line
in which this permit will tie is associated with Honeycutt Farm Phase 2, which is
currently going through the permitting process. The downstream line will be in place
prior to any approval/acceptance of the sewer associated with Phases 4 & 6. The next
permitted line in which the referenced phases will flow in to is permit #W00040507,
which is an 12" line.
Sincerely,
�oAdy 6,of
Rodney Campbell
Town of Holly Springs
Development Inspector Administrator
Engineering Department
P.O. Box 8 - 128 S. Main Street - Holly Springs, NC 27540 - www.hollyspringsnc.us

Cashion, Ted
From: Sara Emig <sara.emig@Hollyspringsnc-us>
Sent: Tuesday, March 05, 2019 2:30 PM
To: Cashion, Ted; Kendra Parrish; Martin, John
Cc: Robinson, Jason; Deck, Erin M
Subject: [External] RE: Honeycutt Farm - Phases 4 & 6 fast track sewer extension application
Attachments: Honeycutt Farm Ph 4 & 6—revised FTSE 03.05.2019.pdf
Hxternal email, do not all& 1ir33cs or open attachments anlessyou verify. Send all suspicious email as -an attachmentto
Ted,
The corrected FTSE form is attached. Please let us know if you need anything further.
Thank you,
Sara Emig
Administrative Ntanaber
Engineerinti Depatiment
To%%n o f I'IUi11 Spring-4
P.O. Bus S - t_S S )fain Street
! . 1lulk Spring,, `C._-54n
� Direct 919-557-a9'6
From: Cashion, Ted <[e-mail]>
Sent: Tuesday, March 5, 201910:39 AM
To: Kendra Parrish<[e-mail]>; Sara Emig <[e-mail]>; Martin, John
<[e-mail]>
Cc: Robinson, Jason <[e-mail]>; Deck, Erin M <[e-mail]>
Subject: Honeycutt Farm - Phases 4 & 6 fast track sewer extension application
Hi all,
We're reviewing the subject application. Please submit a revised FTSE form showing the correct total flow for this
project as 23,970 gpd, and not 5200 gpd as depicted on the form. Provide the revised calculations on the revised form
also.
You can email this form to us. We'll continue drafting the permit upon submittal of this info.
Thx
ted
Ted Cashion
Water Quality Regional Operations
Division of Water Resources
NC Department of Environmental Quality
Raleigh Regional Office
919-791-4254

Cashion, Ted
From: Cashion, Ted
Sent: Tuesday, March 05, 2019 10:39 AM
To: Kendra Parrish([e-mail]); Sara Emig; Martin, John
Cc: Robinson, Jason; Deck, Erin M
Subject: Honeycutt Farm - Phases 4 & 6 fast track sewer extension application
Hi all,
We're reviewing the subject application. Please submit a revised FTSE form showing the correct total flow for this
project as 23,970 gpd, and not 5200 gpd as depicted on the form. Provide the revised calculations on the revised form
also.
You can email this form to us. We'll continue drafting the permit upon submittal of this info.
Thx
ted
Ted Cashion
Water Quality Regional Operations
Division of Water Resources
NC Department of Environmental Quality
Raleigh Regional Office
919-791-4254
Subscribe to Collection System & Sewer Permitting Updates
Email correspondence to and from this address may be subject to the North Carolina Public Records Caw and may be
disclosed to third parties unless the content is exempt by statute or other regulation.

JI McADAMS
NC Dept of Environmental Quality
JAN 2 3 2019
October 22, 2018
Raleigh Regional Office
NCDENR - DWR
Raleigh Regional Office
1628 Mail Service Center
Raleigh, North Carolina 27699-1628
Re: Honeycutt Farm Phases 4 & 6
Holly Springs, North Carolina
MIH-160I0
The accompanied Fast -Track Application (FTA 04-16) includes 2,588 lineal
feet of 8" PVC, and 309 Iineal feet of 8" DIP associated with the proposed
Honeycutt Farm Phases 4 & 6 development located off Honeycutt Road in
Holly Springs, NC. The gravity sewer will all he a public system owned and
operated by the Town of Holly Springs. Phases 4 & 6 of the project will
consist of approximately 94 residential units. The total wastewater flow
generated by Phases 4 & 6 of the project is 23,970 GPD.
Sincerely,
THE JOHN R. MCADAMS COMPANY, INC.
.t c W �
John C. Martin, P.E.
Technical Manager, Residential
Enclosures
The John A. McAdams.
Company, Inc.
Raleigh / Durham, NC
2905 Meridian Parkway
Durham, Norlh Carolina 27713
{919) 361 50M
Charlotte, NC
11301 Carmel Cnr.,nons Blvd,
suite I I I
Charlolle North Carolina 28226
1704)527.0809
McAdsmsCoxora Designing Tomorrow's Infrastructure & Communit-es