WQ0040620_Application (FTSE)_20181231

State of North Carolina
Department of Environmental Quality
DWR Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 04-16 & SUPPORTING DOCUMENTATION
b ,
Application Number: {to be completed by DWR)
All items must be completed or the application will be returned
1. APPLICANT INFORMATION:
I. Applicant's name: South Granville Water and Sewer Authority (SGWASA) (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: Jerry Ayscue per 15A NCAC 02T .0106
Title: Interim Executive Director
4. Applicant's mailing address: 415 Central Avenue Suite B m
City: Butner State: NC Zip: 27509- ce O
5. Applicant's contact information: ono
Phone number: 9L) 575-3367 Email Address: iayscueOsgwasa.org c C%J
II. PROJECT INFORMATION: _
1. Project name: Creedmoor Community Center c O
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project ¢
C
If a modification, provide the existing permit number: WQ00 and issued date: U
If new construction but part of a master plan, provide the existing permit number: WQ00 7.
3. County where project is located: Granville
4. Approximate Coordinates (Decimal Degrees): Latitude: 36.121918' Longitude:-78.684151 `
5. Parcel ID (if applicable): 089614335363
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Preston Rooster License Number: 35003
Firm: Coulter Jewell Thames, PA
Mailing address: 111 W Main Street
City: Durham State: NC Zip: 27701-
Phone number: [phone] Email Address: proysterac' a.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION: �& V(4
1. Facility Name: SGWASA Wastewater Treatment Plant Permit Number: NCO026284
Owner Name: SGWASA
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQ$uilt Yr. 2000+1- Downstream (Receiving) Sewer Size: 8 inch
System Wide Collection System Permit Numberrii s) (if annlicablel: WQCS00303
Owner Name(s): City of Creedmoor (SGWASA)
FORM: FTA 04-16 Pagel of5

VI.
GENERAL REQUIREMENTS
1.
If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
Yes []No
2.
If the Applicant is a Developer of lots to be sold, has a Deveper'�t.-'A
ionai
, craernnt iFQRAf: DEYJ been attached?
❑ Yes []No ®NIA
3.
If the Applicant is a Honie/Proyerty Owners' Association, has an Operational Aereement (FORM: HOA) 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 i veterinary facilities
❑ Food and drink facilities ❑ Church
❑ Swimming Pool /Clubhouse
❑ Businesses i offices 1 factories ❑ Nursing Home
❑ Swimming Pool/Filter Backwash
❑ Other (Explain in Attachment)
5.
Nature of wastewater: NlA °lu Domestic/Commercial 0 % Commercial
0 % Industrial (See 1.5A NCAC 02L.010�f2
)Is there a Pretreatment Program in effect?
❑ Yes [:]No
6.
Hasa flow reduction been approved under 15A NCAC 02T .0114(f)? ❑ Yes
❑ No
If yes, provide a copy of flow reduction approval letter
7.
Summarize wastewater generated by project:
Establishment Type (see 02T Daily Design Flow 0
No. of Units Flow
N:`A 0 gal/DAY
1 0 0 GPD
gall
GPD
gal/
GPD
gal/
GPD
gall
GPD
gal/
GPD
Total
0 GPD
a See ] SA NCAC02T .0114f1a}. id), fe}f 1 } �u,d fe)12) 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. 42A4).
b Per I5A NCAC 02T .0114(c), design flow rates for establishments not identified [in table 15A NCAC 02T 114] shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 0 GPD (per I5A NCAC OAT .0l 14)
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
❑ Flow has already been allocated in Permit Number:
® Rehabilitation or replacement of existing sewer with no new flow expected
❑ Other (Explain):
FORM: FTA 04-16 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
8 239 PVC
QI-T
➢ Section II & III 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
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC(Pump 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 154 NCAC 02T ,0305 h (I):
❑ 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 a multiple station power outage.
FORM: FTA 04-16 Page 3 of 5

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T.0305(f)):
I . Does the project comply with all separations found in 15A NCAC 02T _0305 t &� ® Yes ❑ No
➢ 15A NCAC 02T.0305(f) contains minimum separations that shall he nmvided fnr sewer cvatemc-
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 lI 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 IX.2)
50 feet
**Any other stream, lake, impoundment, or ground water Iowering and surface drainage
ditches
10 feet
Any building foundation
5 feet
Any basement
10 feet
Top slo a of embankment or cuts of 2 feet or more vertical height
10 feet
Drainage systems and interceptor drains
5 feet
Any swimming pools
10 feet
Final earth grade (vertical)
36 inches
➢ 15A NCAC 02T.0305(u) contains alternatives where separations in 02T.0305(f) cannot be achieved.
➢ "Stream classifications can be identified using the Division's NC.Surface W-ller Classifications webnage
➢ If noncompliance with 02T.0305(f) or (g) see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ® Yes [--]No ❑ N::A
➢ Seethe 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 setbacks found in the river basin rules per 15A NCAC 02B .0200? ® Yes ❑ No ❑ NIA
➢ This would include Trout Buffered Streams per 15A NCAC 2B.0202
4. Does the project require coverage. -authorization under a 404 Nationwide or ❑ Yes ® No
individual permits or 401 Water Quality Certifications?
➢ Information can be obtained from the 401 & Buffer Permitting Branch
5. Does project comply with 15A NCAC 02T.01 OS cJL6) (additional petmits/certifications)? ® Yes ❑ No
Per 15A NCAC 02T.0 1 05(cl (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 I5A 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 ❑ N.-A
➢ 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 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:
1. Does the submitted system comply with I SA NCAC 02T the Minimum Dmien Criteria for the Permitting of Pump Stations
and Force Mains (latest version), and the Gravity Sewer Minimum Design Criteria (latest version( as applicable?
® Yes ❑ No
If No, complete and submit the Variance/Alternative Design Request application (VADC 10-14) and supporting documents for
review. Approval of the request is re uired prior to submittal of the Fast Track Application and supporting documents.
2. Professional Engineefs Certification:
1• k s Imo" I*STI_ attest 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 143-215.6131, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a CIass 2 misdemeanor, which may
include a fine not to exceed $10,000, as well as civil penalties up to $25,000 per violation.
. ........ ......... . .........-..�......4
North Carolina Professional Engineer's seal, signature, and date: ; ``,�kX CAR
R A d.
Q-.• s
�= SEAL
k�
�± 3500
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3. Applicant's Certification per 15A NCAC 02T .0I06(b):
1, '— + Ui attest that this application for
(Sign tore Au ority's name & title from Application Item 1..)
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 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 S 10,000 as well as civil penalties up to $25,000 per violation.
Signature: � .
�)
Date: / 2.lob�
FORM: ITA 04-16
Page 5 of 5

State of North Carolina
DWR
Department of Environmental Quality
Division of Water Resources
Division of Witter Resources Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting Allocation: City of Creedmoor
Project Name for which flow is being requested: Creedmoor Community Center
More than one FTSE 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.
1. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: SGWASA Wastewater Treatment Plant C
b. WWTP Facility Permit #f: NCO026824
AU flows are in MGD CMD
C. WWTP facility's permitted flow 5.5 N
d. Estimated obligated flow not yet tributary to the WWTP 2.413
o .ca
e. WWTP facility's actual avg. flow 1.922
f. Total flow for this specific request 0 o d
g. Total actual and obligated flows to the facility 3.086
h. Percent of permitted flow used 56.13%
1I. 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:
Pump
Station
Firm
(Name or
Capacity,
Number)
MGD
Robertson
c-1,
1.411
Joe Peed
�rsl—
1.008
(A)
Design
Average Daily
Flow' *
(Firm / pf),
MGD
0.565
(B)
(C)
Obligated,
Approx.
Not Yet
Current Avg.
Tributary
Daily Flow,
Daily Flow,
MGD
MGD
0.141
0
0.403 0.320 0.046
(D)=(B+C)
(E)=(A-D)
Total Current
Flow Plus
Obligated
Available
Flow
Capacity***
0.141
0.423
0.366
0.037
* 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): SGWASA Wastewater Treatment Plant
Downstream Permit Number: NCO026284
Page l of 6
FTSE 04- l 6

111. Certification Statement:
I J-t,t Y M 4 • -Sctx certify to the best of my knowledge that the addition of
the volume of astewat 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 11 plus all
attached planning assessment addendums for which I am the responsible party. Signature of this
form indicates acceptance of this wastewater flow.
5 G1~!1'E A -��Z to i*d-c, LD ve
Date
Page 2 of 6

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PROJECT NARRATIVE
Creedmoor Community Center
December 2I, 2018
The Creedmoor Community Center project involves the renovation of the existing Creedmoor
Senior Center and a proposed expansion to the building with the construction of a new
gymnasium along with the associated infrastructure and site improvements. The site is located at
108 E Wilton Ave (NC-56) at the intersection of E Wilton Ave and Douglas Drive on the south
side of Lumley Road, east of its intersection with Page Rd within the City limits for the City of
Creedmoor in Granville County.
There is an existing public gravity main that is owned and maintained by South Granville Water
and Sewer Authority on the west side of the site adjacent to the existing building. As part of this
project, the existing gravity main will be relocated to be further away from the building. The
proposed improvements include the construction of approximately 239 ft of new 8" public
gravity sewer main and new services for the building.

0
CoultedJewell 'Thames, PA
MAIN OFFICE
111 WEST MAIN STREET
0URHAM , NC 27701
p919 602 0368 f919 688 5646
Planning for the Future
December 21, 2018
North Carolina Department of Environmental Quality
Division of Water Resources
Raleigh Regional Office
1628 Mail Service Center
Raleigh, NC 27699-1628
Re: Creedmoor Community Center
Granville County
To whom it may concern:
NC Dept of Environmental Quality
nFr. 3 12018
Raleigh Regional Offic,
The Creedmoor Community Center project involves the renovation of the existing Creedmoor Senior
Center and a proposed expansion to the building with the construction of a new gymnasium along with the
associated infrastructure and site improvements. The site is located at 108 E Wilton Ave (NC-56) at the
intersection of E Wilton Ave and Douglas Drive on the south side of Lumley Road, east of its intersection
with Page Rd within the City limits for the City of Creedmoor in Granville County.
There is an existing public gravity main that is owned and maintained by South Granville Water and Sewer
Authority on the west side of the site adjacent to the existing building. As part of this project, the existing
gravity main will be relocated to be f n-ther away from the building. The proposed improvements include
the construction of approximately 239 ft of new 8" public gravity sewer main and new services for the
building.
Please find attached three full-size copies and one half-size set of plans for the project that show the
proposed sewer extension. AIso attached are a project narrative, the completed application form (FTA 04-
16), the completed Flow Tracking Acceptance Form (FTSE 04-16), maps of the site, and a $480 check.
Please begin your review of these plans and the associated submittal documents and if you have any
questions regarding this matter, please do not hesitate to call me at [phone]. We Iook forward to
hearing from you.
Sincerely,
Coulter Jewell mes, PA
Preston B. Royster, PE
Project Engineer

Deck, Erin M
From:
Jerry Ayscue <[e-mail]>
Sent:
Thursday, February 7, 2019 9:27 PM
To:
Deck, Erin M
Cc:
Preston Royster, Richard Balmer, Kelway Howard
Subject:
[External) Creedmoor Community Center
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email,as an attachment to
mf, epqrrspaMPric flv
Erin,
I believe Section VI (1) on the sewer permit should remain marked N/A. Please make the necessary minor change to the
application as discussed.
If you need any additional information, please feel free to let me know.
Michael Felts
Interim Executive Director
South Granville Water & Sewer Authority

Deck, Erin M
From: Deck, Erin M
Sent: Wednesday, February 6, 2019 7:06 AM
To: 'Preston Royster'; Kelway Howard
Cc: Michael Felts
Subject: RE: [External] RE: Creedmoor Community Center
Good Morning,
With the SGWASA's permission I will make the change. Thank you for the clarification.
Erin Deck
Department of Environmental Quality
Division of Water Resources
Raleigh Regional Office
Office: 91.9-791-425 8
Nothing Compares .,
Email correspondence to and from this address is subject to the North Carolina Public Records taw and may be disclosed
to third parties.
From: Preston Royster [mailto:[e-mail]]
Sent: Wednesday, February 6, 2019 5:33 AM
To: Kelway Howard <[e-mail]>; Deck, Erin M <[e-mail]>
Cc: Michael Felts<[e-mail]>
Subject: RE: [External] RE: Creedmoor Community Center
.CAUTION: External email, Do not click links or open attachments unless you verify. Sehd:all susplcious-emali as an attachment to
{ re
Kelway,
I'm agreeable with that. I believe Jerry asked me to change this prior to signing the application. Thanks for the
clarification.
Erin,
Are you OK with changing this to N/A? If you have any questions or need anything else, just let me know. Thanks.
Preston Royster, PE
Coulter Jewell Thames, PA
111 West Main Street
Durham, NC 27701
phone: [phone]
mobile [phone]
fax: [phone]

From: Kelway Howard <[e-mail]>
Sent: Tuesday, February 5, 2019 4:58 PM
To: Preston Royster <[e-mail]>; Deck, Erin M <erin.deck ncdenr. ov>
Cc: Michael Felts <[e-mail]>
Subject: RE: [External] RE: Creedmoor Community Center
Preston, SGWASA is a public authority and not a privately owned public utility. I believe Section VI (1) on the sewer
permit should remain unchecked or N/A.
Kelway L. Howard III, P.E. Partner/ Senior Project Manager
704.414.2992 x 1201
From: Preston Royster <proyster@citpa„com>
Sent: Monday, February 4, 2019 2:43 PM
To: Deck, Erin M <erin.deck ncdenr. ov>; Kelway Howard <KHoward stimmel a.com>
Cc: Michael Felts <michael.felts ranvillecount .or >
Subject: RE: [External] RE: Creedmoor Community Center
Yes sir, I have the contact information. Mr. Kelway Howard is SGWASA's interim engineer, and Mr. Michael Felts is the
interim executive director. Both are copied on this email. If you have any questions or need anything else, just let me
know. Thanks.
Preston Royster, PE
Coulter Jewell Thames, PA
111 West Main Street
Durham, NC 27701
phone: [phone]
mobile: [phone]
fax [phone]
From: Deck, Erin M <[e-mail]>
Sent: Monday, February 4, 2019 2:40 PM
To: Preston Royster < ro ster c't a.com>; Kelway Howard <KHoward stimme! a.com>
Cc: Michael Felts <michael.feIts @lZranvillecounty.org>
Subject: RE: [External] RE: Creedmoor Community Center
Preston,
That is what I need. Once the other document is received I will finish drafting the permit.
Also, I tried to Copy Mr. Ayscue on the email, but I got an email back immediately stating:
"This email address in not currently being monitored, for immediate issues, please contact the SGWASA office via
telephone at 919-575-3367."
Do you have up to date contact info for SGWASA? Thank you.
Erin Deck
Department of Environmental Quality
Division of Water Resources
Raleigh Regional Office

Office: 919-791-4258
0
Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed
to third parties.
From: Preston Royster mailto: ro ster cit a.com]
Sent: Monday, February 4, 2019 2:35 PM
To: Deck, Erin M <erin.deck@ncdenr;go >; Kelway Howard <[e-mail]>
Cc: Michael Felts <michael.felts@,Rranvillecounty-.ors>
Subject: [External] RE: Creedmoor Community Center
'.CAUTION: -External email; Do not clirk. links or open -attachments unless you:verifl . Send all suspiclous-erhail as -an -attachment to
Erin,
Thanks for the comments. The collection permit number is likely WQCS00068 instead of WQCS00303. Around 2015,
Creedmoor's collection system was acquired by SGWASA. The map on NCDEQ's website
[htts: deg.nc.gov/about/divisions/water-resources/water-resources-permits/wastewater-branch/collection-,
s)stems/collection-system-facility-map) still indicates that Creedmoor has a collection system that is active. Can you
confirm this is what you need for this?
Kelway,
Could you help out with the certificate of public convenience and necessity? I've attached the application for
reference. If you have any questions, just let me know. Thanks.
If either of you have any questions, just let me know. Thanks.
Preston Royster, PE
Coulter Jewell Thames, PA
111 West Main Street
Durham, NC 27701
phone: 9I M82-0368
mobile: [phone]
fax: [phone]
From: Deck, Erin M <[e-mail]_>
Sent: Monday, February 4, 2019 2:18 PM
To: [e-mail]; [e-mail]
Subject: Creedmoor Community Center
Good Afternoon,
We are in the process of reviewing the Fast Track Sewer Extension permit for the above referenced site and are in need
some additional information.
Item V. Receiving Downstream Sewer Information -The permit number listed is WQCS00303. Per our database, that
permit was rescinded 04/13/2015. Please provide the correct permit number.

Item VI. 1 is checked yes, however no Certificate of Public Convenience and Necessity was attached. Please provide.
Once this information is received we will move forward with drafting the permit. Thank you.
Erin Deck
Department of Environmental Quality
Division of Water Resources
Raleigh Regional Office
Office: 919-791-4258
0
Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed
to third parties.