WQ0040540_Application (FTSE)_20181119

NC Dept of Environmental Quality
Division of Water Resources
NOV 19 2MB
Raleigh Rtrgional Office
State of North Carolina
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number o o D q c)SN d (m be completed by DWR)
All items must be completed or the apelication will be returned
1. APPLICANT INFORMATION:
1. ApplicanNs name: Old North State Water Company. LLC, (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ® Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ state/county ❑ Municipal ❑ Other
3. Signature authority's name: Michael L Myers per 15A NCAC 02T .ol06(b)
Title: President
4. Applicant's mailing address: 4700 Homewood Courts Suite 109
City: Raleigh State: IBC Zip: 27609-__
5. Applicant's contact information:
Phone number. 919 791-19226 Email Address: [e-mail]
II. PROJECT INFORMATION:
1. Project name: Briar Chapel Phase 13 Section 3
2. Application/Project status: Proposed (New Permit) ❑ Existing Permit/Project
If a modification, provide the existing permit number. WQ00 and issued date:
If new construction but part of a master plan, provide the existing permit number. WQ00
3. County where project is located: Chatham
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.5013 Longitude:-79.0636°
5. Parcel ID (if applicable): 2617
(or Parcel ID to closest downstream sewer)
Ill. CONSULTANT INFORMATION:
Professional Engineer Gareth Avant License Number. 036348
Firm: McKim & Creed Inc.
Mailing address: 1730 VarsityDrive, Suite 500
City: Raleigh State: NC Zip: 27606
Phone number. (LID 233-80I Email Address: a t mckimgMed.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
I. Facility Name: Briar Chgpel Utilities Wastewater Treatment Facility Phases A and B Permit Number. W00028552
Owner Name: Old North State Water Company LLC
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): W00029867 [Pump Station "A"1
System Wide Collection System Permit Number(s) (if applicable): WQCS
OwnerName(s): Old North State Water Company. LLC
FORM: FTA 04-16 Page i of 5

VI. GENERAL REQUIREMENTS
I. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
® Yes [:]No DNA
2. If the Applicant is a Developer of lots to be sold, has a e e gver's OR=ioDd Agreement
(FORM: DEV) been attached?
❑ Yes ®No ❑NIA
3. If the Applicant is a e/ProRgrtv 0
-uners'Aisociation. has an operational Agreemn-t-fFORM:been
attached?
❑ Yes ®No ❑N/A
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
❑ Food and drink facilities ❑ Church
❑ Swimming Pool /Clubhouse
❑ Businesses / oH'ices 1 factories ❑ Nursing Home
Swimming Pool/Filter Backwash
❑ Other (Explain in Attachment)
5. Nature of wastewater: 1WA Domestic/Commercial �o Commercial
% Industrial(See 15A NCACA2T-Q10
bIs there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Hasa flow reduction been approved under 15A NQAQ Q2TJQLL4W? ® Yes ❑ No
If yes. provide a copy of now reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see g1L.J114
Single Family Residences
Daily Design Flow 0
190 gal/day
No. of Units
59
Flow
11,210 GPD
gay
gal/
gal/
GPD
GPD
GPD
gay
GPD
gay
GPD
Tara!
I t,210 GPD
a See I5A NCAC 02T .0114(b). (d). (el(1) 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 .
b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table 15A NCAC 02T.01 141shall
be determined using available flow data, water using fixtures, occupancy or opyration patters, and other measured data
8. Wastewater generated by project: 11210 GPD (per l5A NCAC 02T .0114)
D 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
❑ FIow has already been allocated in Permit Number.
❑ Rehabilitation or replacement of existing sewer with no new now expected
❑ Other (Explain):
FORM FTA 04-16 Page 2 of

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
I. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
8 840 PVC
D Section II &III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
D 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
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) —02_ T.0301 & MDC f Pumn 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: N/A millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): NIA gallons per minute at NIA feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches) Length (feet) Material
:J
6. Power reliability in accordance with I5A NCAC 02T .0305(h)(1):
❑ Standby power source or pump with automatic activation and telemetry -15A NCAC 02T .0305(h)(1)(B);
D Required far all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
D 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):
D 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 a multiple station power outage.
FORM: FTA 04-16 Page 3 of 5

IX.
SETBACKS & SEPARATIONS — (02B.0200 & 15A NCAC 02T .0305(I)):
Does the project comply with all separations found in I SA NCAC 02T .0305(t) & (g) ® Yes ❑ No
D 15A NCAC 02T.0305ffl contains minimum sena=tinns that chall he nrnvided fnr a ­
Setback
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
I8 inches
Reclaimed water lines(horizontal - reclaimed over sewer
2 &ct
"Any private or public water supply source, including any wells, WS-I waters of Class I or
Class II impounded reservoirs used as a source of drinking water
100 feet
"Waters classified WS (except WS-I or WS-V), B, SA, ORW, HQW, or SB from normal
high water or tide elevation and wetlands see item DU)
50 feet
"Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
10 feet
Any building foundation
5 feet
Any basement
I0 feet
Top slope of embankment or cuts of 2 feet or more vertical height
10 feet
Drairume systems and interceptor drams
5 feet
Any w4mming pools
10 feet
Final earth grade vertical
36 inches
D 15A NCAC 02TMOME) contains alternatives where separations in 021.0305M cannot be achieved.
D "Stream classifications can be identified using the Division's NC Surfaceate ass' cat' webme
If noncompliance with see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ® Yes [--]No
D See the Division's draft separation requirements for situations where separation cannot be meet
D No variance is required if the alternative design criteria specified is utilized in design and construction
D 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 028.02007 ® Yes ❑ No
D This would include Trout Buffered Streams per 15A NCAC 2B.0202
4. Does the project comply with an individual 404 Permit or any 401 Certifications? ® Yes ❑ No
D Wetland -related permits shall be requested, obtained, and adhered to for projects that impact wetlands or surface waters
Information can be obtained from the 401 & Buffer Permitting Branch
5. Does project comply with 15A NCAC 02T.O105(c)f6) (additional permitslcertificalions)? ® Yes [--]No
Per 15A NCAC 02T.0I05fc)(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 NCAQT. 2 "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
D If yes, include an attachment with details for each Iine, 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 15A NCAC 02T.0403(a)(5) or the permitee's individual System -Wide Collection permit.
FORM: FTA 04-16 Page 4 of 5

X. CERTIFICATIONS:
I. Does the submitted system comply with 15A NrAC'. (12I, The &1inirnom )e.' C'r' a 'a ii th • 11crenigiiig, ofilitnip tit a ire c
anel Fur •c Wins (latest ve s r and the Gravity Sewer Miniunua 125-Nd" LC HIeritr f lul .t version) as applicable?
® Yes ❑ No
If No, complete and submit the Variance/Alternative Design Request application (VADC 10-14) and supporting documents
for review. Apiprovni of tile renuest Is Elquired prior fit vuhmiltal of the Fast Tack Application nd supporting
doggments.
2. professional Engineer's Certification:
1' E auem that this application for
(Professional Engineer's name from Application Item Ill.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, Gravity 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). 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, representatinn, 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,O00 per violation.
North Carolina Professional Engineer's seal i
B ► snalu R rc, and date: �H GAnd
-••..916348
F 3" �, A
3. Applicant's Certification per 15A NCAC 02T .0106(b):
Michael J. Myers, President attest that this application for
(Signature Authority's name & title from Application hein 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 arc 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 pans 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 I4a-215.6 and 14 -215.6 , any person who knowingly makes tiny false
statement, representation, or certification in any application package shall be guilty of a Clas.. 2 misdemeanor. which may
Include a fine not to exceed 510,000 as well as civil penalties up to $25,000 per violation.
S igna(ure: Date,
FORM: FrA 04-16 page 5 of 5

AILYNX.�v
VA
HCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Pat McCrory Thomas A. Reeder John E. Skvarla, III
Governor Acting Director Secretary
September 30, 2013
William S. Mumford, Vice President, Development
Briar Chapel Utilities, LLC
13777 Ballarrtyna Corporate Place, Suite 550
Charlotte, North Carolina 238277
Subject: Adjusted Daily Sewage Flow Rate Approval
Briar Chapel Development
Permit No. WQ0028552
Chatham County
Dear Mr. Mumford:
on July 15, 2013, the Division of Water Resources (Division) received an adjusted daily sewage flow rate
(flow reduction) request that would apply to all permitted but not yet tributary residential connections
and all future residential connections tributary to the Briar Chapel Development collection system.
In accordance with 15A NCAC 02T .0114(f)(2), the Division has evaluated all the submitted data and
based on the data submitted, the Division hereby approves for use by the Briar Chapel Development an
adjusted daily sewage design flow rate of 56 gallons per day per bedroom effective immediately.
For new sewer extension applications with proposed flows tributary to the Briar Chapel Development
collection system:
• The flow reduction is applicable to residential single family dwellings only.
• The minimum flow for 1 and 2 bedroom dwellings shall be 112 gallons per day.
• This flow reduction shall not apply to sewer extension applications and/or permits for any other
public or private organizations whose wastewater flows are or might become tributary to the
Booth Mountain (Westfall) Project collection system.
For existing permits with flow not yet tributary to the Briar Chapel Development collection system:
The Division will not reissue permits for previously permitted projects. If reissued permits are
desired, a permit modification application with the appropriate fee must be submitted for each
permit to be modified.
1511 Add Saivice Cmiar. R i!egh, vurth Cam!i 1276,9-1117
Lout*n: S 12 N. Sekbury Si, Rare+jh !lar1: Caro :no 270.4
Plrena; 9Z-07-MOO 1 FAX: S 19,1107-6492
inNalet uv rj nc�.aterirualiP�,o�
An CgtjL eP?«r?ard�y ,L�arru�,e..tVi Vnip-myt'
Otte
r!oRhCarohiia
Aaftllydif

-9 _.
NC Dept of Environmental Quality
- Raleigh Regional �" State of North Carolina
sent of Environmental Quality
. 1 `.. Division of Water Resources
DhlsEon of Water Resources Flow TrackhWAcceptance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting Allocation: Old North State Water Company, LLC being Project Name for which flow is requested: Briar Chapel - Phase 13 Section 3
More than one FISE 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: Briar Chapel Utilities Wastewater Facility Phases A and B
b. WWTP Facility Permit #: W 0028552 -
All flows are in MGD
c. WWTP facility's permitted flow 0.330
d. Estimated obligated flow not yet tributary to the WWTP 0.142
e. WWTP facility's actual avg. flow 0.183
f. Total flow for this specific request 0.011
g. Total actual and obligated flows to the facility 0.336
h. Percent of permitted flow used 101.82%
II. 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
LS B
0.265
0.088
LS A
0.983
0.28
(B)
(C)
(D)=(B+C)
(E)=(A-D)
Obligated,
Approx.
Not Yet
Total Current
Current Avg.
Tributary
Flow Plus
Daily Flow,
Daily Flow,
Obligated
Available
MGD
MGD
Flow
Capacity***
0.045
0.036
0.081
0.088
0.135
0.056
0.191
0.089
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): Briar Chapel Subdivision Phases A & B
Downstream Permit Number- W 0029867
Page 1 of 6
FrSE 04-16

III. Certification Statement:
I Michael Myers resident 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.
Page 2 of 6
FTSE 04-16

NC T)E!pt of Environmental Quality
"V 1 U 2U18
FAST TRACK SEWER APPLICATION WXftAAVi'
Briar Chapel Development
Phase 13 Section 3
Chatham County, North Carolina
October 23, 2018
Prepared for:
BRIAR CHAPEL`
Newland COMMUM Es
NNP Briar Chapel, LLC
1342 Briar Chapel Parkway
Chapel Hill, North Carolina 27516
Prepared By:
V
v� MCM&C-R-EED
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone]
Fax: [phone]
M&C Project No. 02735-0239
��gti�ttilii�iUrr►►►i
�•Q�pFESSI
036348

BRIAR CHAPEL DEVELOPMENT
Phase 13 Section 3
October 23, 2018
PROJECT NARRATIVE
The purpose of the project is to construct lots in Phase 13 Section 3 of the Briar
Chapel Subdivision. The work includes roadway, public water utility, sanitary
sewer and storm drainage infrastructure to serve it. This phase includes 59 single
family residential lots of which 18 lots will be serviced by grinder pumps and will
pump to the nearest adjacent gravity main. The low pressure portion of this
project will be permitted under a separate cover. All lots will ultimately gravity
flow to a proposed pump station within the Phase 13 Section 3 project and will be
submitted for permits at a later date.
Per agreement with DWR as of September 30, 2013, a flow reduction was granted
for the Briar Chapel development for 56 gallons per day per bedroom. Based on a
letter issued to DWR by CE Group on behalf of the project, paper flow rates of 190
GPD/Home will be used moving forward on this project.
Average daily flow data provided in the attached FTSE is based on the highest
average daily flow reported in November 2017. Paper flow is determined based
on permitted lots which have not yet become tributary to the system, based on
sales data provided by the developer. In order to meet projected demands for the
project, design for the plant expansion is currently underway.
Summary of Sewer Lines to be permitted:
• 840 LF of 8-inch PVC gravity sewer
Serving 59 lots @ 190/gpd/lot discharging 11,210 gpd.
The sewage and wastewater collected by this system will be treated in the on -site
wastewater treatment facility:
WWTP Facility Name: Briar Chapel Utilities, LLC
WWTP Facility Permit #WQ0028552

MAPS

969
(- f i .
-Manes
k Chapel-- +�
_ } Cem
+ �13 -Cedar f
Vzllageo a.
!{ i #'
rn
396$ WlLLO y y}" Phase 13 Section 3
k
-=� 5501 c7 P-QLKS LANDING RD
3967
8
lar
`' -_
l i-
F.
15, Bennett
Mth
eLl
3966 g 550 Briar h
l

STATE OF NORTH CAROLINA
UTILITIES COMMISSION
RALEIGH
DOCKET NO. W-1300, SUB 9
DOCKET NO. W-1230, SUB 1
BEFORE THE NORTH CAROLINA UTILITIES COMMISSION
In the Matter of
Application by Old North State Water Company, )
LLC, and Briar Chapel Utilities, LLC, for Authority to ) ORDER ALLOWING
Transfer Sewer Utility Franchise in Briar Chapel ) RECOMMENDED
Subdivision in Chatham County, North Carolina, to ) ORDER TO BECOME
Old North State Water Company, LLC, and for ) EFFECTIVE AND FINAL
Approval of Rates )
BY THE COMMISSION: On April 20, 2015, Hearing Examiner Ronald D. Brown
issued in the above -captioned docket a Recommended Order Approving Transfer,
Granting Franchise, Approving Rates, and Requiring Customer Notice. The parties have
jointly requested that the Commission adopt the Recommended Order as a Final Order.
Based upon the foregoing, the Commission is of the opinion that the request that
the Recommended Order be adopted as the Final Order should be granted.
IT IS, THEREFORE, ORDERED that the Recommended Order entered in this
docket on April 20, 2015, is hereby adopted as the Final Order of the Commission.
ISSUED BY ORDER OF THE COMMISSION.
This the 201h day of April , 2015.
NORTH CAROLINA UTILITIES COMMISSION
AGIL L.'f'(loun\*
Gail L. Mount, Chief Clerk
Commissioners Susan W. Rabon and ToNola D. Brown -Bland did not participate.

STATE OF NORTH CAROLINA
UTILITIES COMMISSION
RALEIGH
APPENDIX A
DOCKET NO. W-1300, SUB 9
BEFORE THE NORTH CAROLINA UTILITIES COMMISSION
OLD NORTH STATE WATER COMPANY LLC
is granted this
CERTIFICATE OF PUBLIC CONVENIENCE AND NECESSITY
to provide sewer utility service
in
BRIAR CHAPEL SUBDIVISION SERVICE AREA
(including HERNDON WOODS SUBDIVISION)
Chatham County, North Carolina
subject to any orders, rules, regulations,
and conditions nor or hereafter lawfully made
by the North Carolina Utilities Commission
ISSUED BY ORDER OF THE COMMISSION.
This the 20th day of April_, 2015.
NORTH CAROLINA UTILITIES COMMISSION
,AQIL �-Mm-(4
Gail L. Mount. Chief Clerk

4:��MqaM&CREED
TU Division of Water Resources
Raleigh Regional Office
3800 Barrett Drive
Raleigh, N.C. 27609
AT ENHUN Mr. Danny Smith
LETTER OF TRANSMITTAL
DATE. November 16, 2018
PRojECr No- 2735-0239
TASK No REIMB
RE Briar Chapel — Phase 13 Section 3
LVANSMITTAL vU-
PAGE 1 Ut 1
WE ARE SENDING: ® Originals ❑ Prints ❑ Shop Drawings ❑ Samples
❑ Specifications ❑ CaIculations ® Other - Fee
Quantity
Drawing No.
Rev
Description
Status
2 EA
Fast Track Application for Gravity Sewers, Pump Stations and
Force Mains
G
2 EA
Project Narrative & USGS Map
C
1 EA
Permit Application Fee ($480.00)
C
2 EA
Certificate of Public Convenience and Necessity
C
Issue Status Code:
Remarks
A. Preliminary B. Fabrication Only C. Far Information D. Bid
E. Construction F. For Review & Comments G. Far Approval H. See
Action Status Code: 1. No Exceptions Taken 2. Make Corrections Noted 3. Other
4. Amend & Resubmit 5. Rejected -See Remarks
MAVanilyDnve,SuileSM. Rat6gh.NC 276 fi 9191-13-ONI Fak9191_131 tl31
Cc: File McKIM & CREED, INC.
NC Dept ofEnvlronmental Quality
Raleigh Regional Office
Signed
Chris Seamster, RLA
Project Manager