WQ0045303_Application (FTSE)_20240624

Application corrected and resubmitted 20240609
State of North Carolina
DWR
Department of Environmental Quality
Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 06-21 & SUPPORTING DOCUMENTATION
Application Number: WQ0045303
(to be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: Town of Louisburg (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership
❑ Federal ❑ State/County ® Municipal
3. Signature authority's name: Sean Medlin per 15A NCAC 02T .0106(b)
Title: Town Administrator
4. Applicant's mailing address: 110 W. Nash Sreet
City: Louisburg State: NC Zip: 27549-
5. Applicant's contact information:
Phone number: [phone] Email Address:smedliii4townoflouisbwg.org
II. PROJECT INFORMATION:
1. Project name: Forest Hills
❑ Privately -Owned Public Utility
❑ Other
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project
If a modification, provide the existing permit number: WQ00 and issued date: ,
For modifications, also attach a detailed narrative description as described in Item G of the checklist.
If new construction, but part of a master plan, provide the existing permit number: WQ00_
3. County where project is located: Franklin
4. Approximate Coordinates (Decimal Degrees): Latitude: 36.113124' Longitude:-78.2809720
5. Parcel ID (if applicable): 026781 (or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Timothy P. Nau, PE License Number:30339
Firm: The Nau Company, PLLC
Mailing address: PO Box 810
City: Rolesville State: NC Zip: 27571-
Phone number: (919 625-3090 Email Address: tnau,@,1henauco.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Louisburg Tar River Water Reclamation Facility Permit Number: NCO020231
Owner Name: Town of Lauisbttrg
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s): WQQ042335
2. Downstream (Receiving) Sewer Information: 8 inch ® Gravity ❑ Force Main
3. System Wide Collection System Permit Number(s) (if applicable): WQCS00113
Owner Name(s): Town Of Lou i sburg
FORM: FTA 06-21 Pagel of 5

VI. GENERAL REQUIREMENTS
1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
[:]Yes [-]No ®N/A
2. If the Applicant is a Developer of lots to be sold, has a Deyeloper's_Operational Ag ement (FORM: DEVj been attached?
❑ Yes [-]No ® N/A
3. If the Applicant is a Home/Property Owners' Association, has an HOA/POA Operational Agreement f FORM: HOA) and
supplementary documentation as required by 15A NCAC 02T.0I 15(c) been attached?
[—]Yes [—]No ® N/A
4. Origin of wastewater: (check all that apply):
® Residential (Individually 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 % Domestic 0 % Commercial 0 % Industrial (See 15A NCAC 02T .OI03(20))
If Industrial, is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Hasa flow reduction been approved under 15A NCAC 02T .01 14(fl? ❑ Yes ® No
➢ If yes, provide a copy of flow reduction approval letter with this application
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(f))
Daily Design Flow e,n
No. of Units
Flow
64 single family homes @4 bedrooms each
75 GPD@4BDR = 300 GPD
64
19,200 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
19,200 GPD
a See 15A NCAC 02T .0114(bl. WL (e)f 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-4).
b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table I5A 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: 19,200 GPD (per I5A NCAC 02T .011
➢ Do not include future flows or previously permitted allocations
If permitted flow is zero, please indicate why:
❑ Pump Station/Force Main or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line.
Please provide supplementary information indicating the approximate timeframe for permitting upstream sewers with flow.
❑ Flow has already been allocated in Permit Number: Issuance Date:
❑ Rehabilitation or replacement of existing sewers with no new flow expected
❑ Other (Explain):
FORM: FTA 06-21 Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
8
3,600
PVC
8
300
DIP
➢ 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 requirements is not allowed and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (Pump Stations/Force Mains):
PROVIDE A SEPARATE COPY OF THIS PAGE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name:
2. Approximate Coordinates (Decimal Degrees): Latitude: Longitude: - °
3. Total number of pumps at the pump station:
3. Design flow of the pump station: millions gallons per day (firm capacity)
➢ This should reflect the total GPM for the pump station with the largest pump out of service.
4. Operational point(s) per pump(s): gallons per minute (GPM) at feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches) Length (feet) Material
If any portion of the force main is less than 4-inches in diameter, please identify the method of solids reduction per
MDCPSFM Section 2.01C.l.b. ❑ Grinder Pump ❑ Mechanical Bar Screen ❑ Other (please specify)
6. Power reliability in accordance with 15A NCAC. 02T .0305(h)I l ):
❑ Standby power source or ❑ Standby pump
➢ Must have automatic activation and telemetry - 15A NCAC 02T.0305(h)(1)(B).
➢ Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
➢ Must be permanent to facility and may not be portable
Or if the pump station has an average daily flow less than 15,000 gallons per day 15A NCACO2T.0305(h)(1)(C):
❑ Portable power source with manual activation, quick -connection receptacle and telemetry -
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry:
➢ Include documentation that the portable source is owned or contracted by the applicant and is compatible with the station.
➢ If the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump stations' storage
capacities and the rotation schedule of the portable power source or pump, including travel timeframes, shall be provided
as part of this permit application in the case of a multiple station power outage.
FORM: FTA 06-21 Page 3 of 5

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(f)):
1. Does the project comply with all separations/alternatives found in 15A NCAC 02T .0305(i) & (ea? ® Yes ❑ No
15A NCAC 02T.0305(t) contains minimum separations that shall be provided for sewer systems:
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below (vertical)
18 inches
'Water mains (vertical - water over sewer preferred, 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 II impounded reservoirs used as a source of drinking water, and associated wetlands.
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 associated with these waters (see item IX.2)
50 feet
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches, as well as wetlands associated with these waters or classified as WL.
10 feet
Any building foundation (horizontal)
5 feet
Any basement (horizontal)
10 feet
Top slope 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
➢ If noncompliance with 02T.0305(I) or (g), see Section X.1 of this application
* 15A NCAC 02T.0305(g) contains alternatives where separations in 02T.0305(f) cannot be achieved. Please check "yes"
above if these alternatives are used and provide narrative information to explain.
**Stream classifications can be identified using the Division's NC Surface Water ClassiFcations webpage
2. Does this project comply with the minimum separation requirements for water mains? ® Yes ❑ No ❑ N/A
➢ If no, please refer to 15A NCAC 18C.0906(f) for documentation requirements and submit a separate document,
signed/sealed by an NC licensed PE, verifying the criteria outlined in that Rule.
3. Does the project comply with separation requirements for wetlands? ® Yes ❑ No ❑ N/A
➢ Please provide supplementary information identifying the areas of non-conformance.
➢ See the Division's draft separation requirements for situations where separation cannot be met.
➢ No variance is required if the alternative design criteria specified is utilized in design and construction.
4. Is the project located in a river basin subject to any State buffer rules? ® Yes Basin name: Tar -Pam ❑ No
If yes, does the project comply with setbacks found in the river basin rules per 15A NCAC 02B .0200? ® Yes ❑ No
➢ This includes Trout Buffered Streams per 15A NCAC 2B.0202
5. Does the project require coverage/authorization under a 404 Nationwide/individual permits ❑ Yes ® No
or 401 Water Quality Certifications?
➢ Please provide the permit number/permitting status in the cover letter if coverage/authorization is required.
6. Does project comply with 15A NCAC 02T.0105(c)(6) (additional permits/certifications)? —]Yes ® No
Per 15A NCAC 02T.0I 05(c)(61, directly related environmental permits or certification applications must be being prepared,
have been applied for, or have been obtained. Issuance of this permit is contingent on issuance of dependent permits (erosion
and sedimentation control plans, stormwater management plans, etc.).
7. Does this project include any sewer collection lines that are deemed "high -priority?" ❑ Yes ® No
Per l5A NCAC" 02T.0402, "high -priority sewer" means any aerial sewer, sewer contacting surface waters,
siphon, or sewers positioned parallel to streambanks that are subject to erosion that undermines or deteriorates the sewer.
Siphons and sewers suspended through interference/conflict boxes require a variance approval.
➢ If yes, include an attachment with details for each line, including type (aerial line, size, material, and location).
High priority lines shall be inspected by the permittee or its representative at least once every six -months and
inspections documented per 15A NCAC 02T.0403(a)(5) or the permittee's individual System -Wide Collection permit.
FORM: FTA 06-21 Page 4 of 5

X. CERTIFICATIONS:
1. Does the submitted system comply with 15A NCAC 02T, the Minimum Design Criteria for the Permitting ol'Puinp Stations
and Force Mains (latest version), and the Gravity Sewer Minimum Design Criteria (latest version) as applicable?
® Yes ❑ No
If no, for projects requiring a single variance, complete and submit the Variance/Alternative Design Request application
(VADC 10-14) and supporting documents for review to the Central Office. Approval of the request will be issued
concurrent) with the roval of the permit, and j2roqects reauirine a variance am3roval may a subject to longer
re iew times. For ro'ects re uiriu two or more variances or where the variance is determined by the Division to be a
sian_ficant portion of the project, the full technical review is required.
2. Professional Engineer's Certification:
3.
I, Timothy P. Nau, PE , attest that this application for Forest Hills
(Professional Engineer's name from Application Item III.1.) (Project Name from Application Item Il.1)
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans,
specifications, engineering calculations, and all other supporting documentation to the best of my knowledge. I further
attest that to the best of my knowledge the proposed design has been prepared in accordance with the applicable regulations,
Minimum Design Criteria for Gravity Sewers (latest version 1, 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 143-215.613, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000, as well as civil penalties up to $25,000 per violation. Misrepresentation of the application
information, including failure to disclose any design non-compliance with the applicable Rules and design criteria, may subject
the North Carolina -licensed Professional Engineer to referral to the licensing board. (21 NCAC 56.0701)
r r., a• Fr +r...... ................... ........
North Carolina Professional Engineer's seal, signature, and date: is ,+•' �� CA R04
p9- j5 i
I SEAL/ _ 1
� =1
NQ '
i.... + r�rnri nr++++' .
6/6/2024
Applicant's Certification per 15A NCAC 02T .0106(b):
I,a ., attest that this application for
(Signature Authority N ne from Application Item L3.)
Forest Hills
(Project Name from Application Item II.1)
attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge.
I understand that if all required parts of this application are not completed and that if all required supporting documentation
and attachments are not included, this application package is subject to being returned as incomplete. I understand that any
discharge of wastewater from this non -discharge system to surface waters or the land will result in an immediate enforcement
action that may include civil penalties, injunctive relief, and/or criminal prosecution. I will make no claim against the Division
of Water Resources should a condition of this permit be violated. 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 $10,000 as well as civil penalties up to $25,000 per violation.
Signature: Glf}tr Date: `f
FORM: FTA 06-21 Page 5 of 5

FTSE correction allowed - see email 2024
State of North Carolina
Departmen of Environmental Quality
?" �tDivision of Water Resources
FlowTracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: To n of Louisburg
Project Name for which flow is beingrequested: Forest Hills
More than one FTSE may be required for ii single project if the owner of the WWTP s not responsible for all pump
stations along the route of the prop sed wastewater flo
I. Complete this section only if you are, the owner of the wastewater treatment plant.
a. WWTP Facility Name: Louisburg Tar River Wa er Reclumation Facilty
b. WWTP Facility Permit #: NC 0020231
All flo vs are in MGD
c. WWTP facility's permitted flom, 1.37
d. Estimated obligated flow not ye tributary totheWWTP 0.1058
e. WWTP facility's actual avg. flow .55
f. Total flow for this specific request 0.0192
g. Total actual and obligated flow to the facility -6q8s— 0.675
nn §J
h. Percent of permitted flow used � 49.27%
11. Complete this section for each pump station you are rt sponsible for alorig the route of this proposed
wastewater flow.
List pump stations located between he project connection point and the WWTP:
(A) (B) (C) (D)=(B+C) (E)=(A-D)
Design Obligated,
Pump Pump Average Approx. Not Yet Total Current
Station Station FirmDaily Flow** Current Tributary Flow Plus
(Name or Permit Capacity, *; (Firm / pf), A ig. Daily Daily Flow, Obligated Available
Number) No. MGD MGD Fl w, MGD MGD Flow Capacity***
* The Firm Capacity (design flo ) of any pump station is defined as a 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, per Section 2.02(A)(4)(c) of the Minimum Design Criteria.
*** A Planning Assessment Addendum shall be att2 ched for each pump station located
between the project connection p int and the WWTP where the Available Capacity is < 0.
Downstream Facility Name (Sewer):_Louisburg Tar River Water Reclum tion
Downstream Permit Number: I W 00423350
Page 1 of
FTSE 10-18

III. Certification Statement:
I IheT-M CallahorJ
the volume of wastewater to be permittec
wastewater treatment facility and that tr
related sanitary sewer overflows or ove:
treatment plant under normal circumst;
identified in the planning assessment w]
with local established policies and prod
those items listed above in Sections I, ani
am the responsible parry. Signature of t]
works has adequate capacity to transpor
xe; e a4�
Signing Official Signature
Title of Signing Official
II
certify to the b
in this project h,
flow from this
burden any dov
nces, given the
ere applicable.
dures using the
II plus all attac:
is form certifies
and treat the Dr(
Page 2 of
3t of my knowled e that the addition of
been evaluated al 3ng the route to the receiving
iroject is not anticipated to cause any capacity
stream pump stat on en route to the receiving
mplementation o the planned improvements
its analysis has been performed in accordance
est available data This certification applies to
:d planning assessment addendums for which I
iat the receiving c 31lection system or treatment
iosed new wastewater.
7-
Date
FTSE 10-18

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PRELIMINARY SANITARY SEWER SYSTEM INFRASTRUCTURE GIS DATA WAS
I<L ` DEVELOPED BY MUNICIPAL ENGINEERING INC. IN 2022 FOR THE TOWN OF LOUISBURG.
■■ As SANITARY SEWER SYSTEM FEATURES WERE COLLECTED AT SUB -METER
I y HORIZONTAL ACCURACY. THIS MAP IS NOT FOR SURVEY, LEGAL OR
EXCAVATION USES. IT IS INTENDED FOR DISPLAY, REFERENCE AND
't= — PLANNING PURPOSES ONLY.
1+r:L�UIIII � 1 C r f
(A, i A
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14 MUNICIPAL ENGINEERING? INC.
1-9
68 SHIPWASH DRIVE GARNER NO 27529 - PHONE: [phone]
.0 325 650 1,300 . _ �,c.,,`� P.O. Box 349, BOONE, NC 28607 - PHONE: [phone]
Feet o �P4 E E� LICENSE NUMBERS: F-081 2 & C-586
A 1, '5- •'IYy
11/15/2022

Forest Hills subdivision Louisburg, N
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DOWNSTREAM CONNECTION uses Tie Naibkal Mp: Natbkal eoikdanes oalmet 3oEP Eleuatbk
Prgam, Geograpilo Names wonaibk system, NaWkal Fimagraply
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2021 USGG

Wilson, Susan A
From: Philip Slayter <[e-mail]>
Sent: Tuesday, June 18, 2024 8:07 AM
To: Wilson, Susan A; Robert Fields
Cc: Timothy Nau; Medlin, Sean
Subject: RE: [External] Re: Fast Track Sewer Extension Application Forest Hills (FCPU) WQ0045303
Importance: High
CAUTION: External email. Do not click links or open attachments unless verified. Report suspicious emails with the Report Message
button located on your Outlook menu bar on the Home tab.
m.
As I indicated Mr. Callahan is no longer employed with the Town. I am acting on his behalf. Consider this email as the
Town's approval of the change per Ms. Wilson's request.
Philip Slayter
Town of Louisburg
From: Wilson, Susan A <[e-mail]>
Sent: Monday, June 17, 2024 5:23 PM
To: Robert Fields <[e-mail]>
Cc: Timothy Nau <[e-mail]>; Sean Medlin <[e-mail]>; Philip Slayter
<[e-mail]>
Subject: RE: [External] Re: Fast Track Sewer Extension Application Forest Hills (FCPU) WQ0045303
I'm ok with you guys sending a hand revised copy or some type of correction if it's ok with the original signature
person (which I think is Keith Callahan?). You don't have to send me a signed -off copy (since it is less than the
previous one received) — but I need some acknowledgement from the original signatories that it is OK with them.
[Technically we should have a revised copy— but I'm OK with this method if everyone else is and it is easier]
From: Robert Fields <[e-mail]>
Sent: Monday, June 17, 2024 3:10 PM
To: Wilson, Susan A <[e-mail]>
Cc: Timothy Nau <[e-mail]>; Medlin, Sean <[e-mail]>; Slayter, Philip S
<[e-mail]>
Subject: Re: [External] Re: Fast Track Sewer Extension Application Forest Hills (FCPU) WQ0045303
CAUTION: External email. Do not click links or open attachments unless verified. Report suspicious emails with the Report Message
button located on your Outlook menu bar on the Home tab.
Susan,
I didn't include a revised flow allocation sheet. The flow we are proposing is actually less than what we
proposed in the previous submittal. Do we need to revise it to get approval?

Rob Fields
Office: 919-435-6395
Mobile: [phone]
www.thenauco.com
On Fri, Jun 14, 2024 at 5:41 PM Wilson, Susan A <[e-mail]> wrote:
Rob — I hope to get back around to this next week. Sorry for the delay.
Did you have a new Flow Tracking Sheet from Louisburg for the revised flow allocation (the 19,200 GPD)? I didn't
see that with the attachments (Form FTSE 10-18)
I'll give you a ring if I have any questions.
Thanks much.
From: Robert Fields <[e-mail]>
Sent: Sunday, June 9, 2024 10:21 AM
To: Wilson, Susan A <[e-mail]>
Cc: Timothy Nau <[e-mail]>; Medlin, Sean <[e-mail]>
Subject: [External] Re: Fast Track Sewer Extension Application Forest Hills (FCPU) WQ0045303
CAUTION: External email. Do not click links or open attachments unless verified. Report suspicious emails with the Report Message
button located on your Outlook menu bar on the Home tab.
Susan,

Please see the attached documents. Please note that the internal road network shown on the aerial
map and the USGS does not reflect the current approved road network. The current road alignment and
some of the road names have changed from what was approved by a previous developer.
Please give me a call if you have any further questions or need any further information.
Thanks for all your help.
Rob Fields
Office: 919-435-6395
Mobile: [phone]
www.thenauco.com
On Mon, Jun 3, 2024 at 4:24 PM Wilson, Susan A <[e-mail]> wrote:
Hi Timothy/Robert-
Sorry for the delay on this. A few questions/comments:
We'll accept this older application form (FTA 06-21), but please use FTA 10-23 in the future. You
can find the new form at the link: https://www.deq.nc.gov/about/divisions/water-
resources/permitting/municipal-npdes-pretreatment-and-collection-system/collection-
systems/sewer-extension-permitting (and also the updated FTSE form FTSE 10-23)

2. Part 11.4. Please re -check and revise the [at/long for this project.
3. Part V1.7. Louisburg can use the 75 GPD/Bedroom minimum design criteria (based on new
legislation passed October 2023). Please revise this part and the FTSE page. I think at the time of
initial review of the original submittal— it was not clear that folks could use the 75 GPD/BR
minimum design criteria yet.
4. Why does Part V1.8. not match Part VI.7? I assume this is being constructed as one complete
project (therefore, those figures should be the same).
5. Again, via your application, you have indicated and you are ensuring that this project does
comply with the setbacks set forth by the Tar Pamlico state buffer rules. You have also indicated
that this project does not require coverage/authorization under a 404 or 401 permit. Please
reconfirm.
6. The maps submitted are not sufficient (and this was pointed out in the previously returned
submittal). Please provide a topo and aerial map that clearly identifies the project area,
including the closest surface waters, general location of the gravity sewer (and downstream
pump stations if applicable) and downstream connection point for the receiving sewer. (An
example is attached above).
Thanks much. Let me know if you have any questions.
Respectfully,
Susan Wilson
Environmental Engineer (Part Time, Temporary)
Water Quality Regional Operations — Raleigh Regional Office
NC Department of Environmental Quality
Office: 919-791-4240

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