WQ0045852_Application (FTSE)_20241022

State of North Carolina
DWRNC Department of Environmental Quality Department of Environmental Quality
Sep 26, 2024 Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources Raleigh Regional Office FTA 06-21 &SUPPORTING DOCUMENTATION
Application Number: WQ0045852 (to be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION: Additional Info Rec. Oct 29, 2024
1. Applicant's name: Town of Clams
2. Applicant type: ❑Individual ❑ Corporation ❑ General Partnership ❑ Privately-Owned Public Utility
❑Federal ❑ State/County ®Municipal ❑ Other
3. Signature authority's name:Jonathan K.Jacobs,PE,CFM per 15A NCAC 02T .0106(b)
Title:Assistant Enjzineerin�yz Director
4. Applicant's mailing address: PO Box 879
City: Cla on State:NC Zip:27528
5. Applicant's contact information:
Phone number: [phone] Email Address:jjacobs(ytownofclaytonnc.org
II. PROJECT INFORMATION:
1. Projectname: Country Lane Pump Station and Force Main
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: Johnston
4. Approximate Coordinates(Decimal Degrees): Latitude: 35.6214040 Longitude:-78.4632911
5. Parcel ID(if applicable): 165808-98-5881 (or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: David A. McClure, P.E. License Number: 030282
Firm: WithersRavenel
Mailing address: 115 MacKenan Drive
city: Cary state: NC Zip: 27511
Phone number: 919.469.3340 Email Address: [e-mail]
IV. WASTEWATER TREATMENT FACILITY(WWTF)INFORMATION:
1. Facility Name:Little Creek Water Reclamation Facility Permit Number:NCO025453
Owner Name:Town of Clams
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s): WQ
2. Downstream(Receiving) Sewer Information: 8 inch A Gravity ❑ Force Main
3. System Wide Collection System Permit Number(s)(if applicable):WQCS00110
Owner Name(s): Town of Clayton
FORM: FTA 06-21 Page 1 of 5

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VI. GENERAL REQUIREMENTS
I. If the Applicant is a Privately-Owned Public Utility,has a Certificate of Public Convenience and Necessity been attached?
El Yes ❑ No ® NA
2. If the Applicant is a Developer of lots to be sold, has a DcYeloI&r's Operational_-Agreement(FORM: DEV)been attached?
❑Yes ❑ No ® N/A
3. If the Applicant is a Home/Property Owners'Association,has an IIOAJPOA Operatigg4l Aueement_fFORM; 1JOA)and
supplementary documentation as required by 15A NCAC 02T.01 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: %Domestic %Commercial % Industrial(See.l_5A NCAC 02T.0103420))
If Industrial,is there a Pretreatment Program in effect? ❑Yes❑ No
6. Has a flow reduction been approved under l SA K AC 02T_0 I_l4(�f ? El Yes ❑ No
> If yes,orovide a copy of flow reduction approval letter with this application
7. Summarize wastewater generated by project:
Establishment Type(see 02T.01 14(f)) Daily Design Flow 4b No.of Units Flow
gal/ GPD
gaU GPD
gal/ GPD
gal/ GPD
gal/ GPD
gal/ GPD
Total O GPD
a See 15A NCAC 02T .01 l4(b)`(d�(eeX I)and(e)(2) for caveats to wastewater design flow rates(i.e. 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 U.S,_42A-4).
b Per I SA NCAC 02T.0114(c),design flow rates for establishments not identified[in table 15A NCAC 02T.0114]shall be
determined using available flow data,water using fixtures,occupancy or operation patterns,and other measured data.
8. Wastewater generated by project:_GPD(per 15A NCAC 02T.0114 and G.S. 143-215._1)
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 10-23 Page 2 of 5

Uocubign tnvelope tU UGU18C:y8.9D6--44At-AU9B-A237SAt=215AF
Primary Submission page
Vli. GRAVITY SEWER DESIGN CRITERIA(If Applicable)-02T.0305& MDC(Gravity Sewers):
Summarize gravity sewer to be permitted:
Size(inches) Length (feet) Material
8" 98 PVC
➢ Section I I & 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)—_U .0305& NIDC(Pump S�ations/Force Mainsl:
PROVIDE A SEPARATE COPY OF THIS PAGE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
I. Pump station number or name:Country Lane Pump Station
2. Approximate Coordinates(Decimal Degrees): Latitude:35.621404' Longitude:-78.463291
3. Total number of pumps at the pump station:2
3. Design flow of the pump station: 0.396 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): 275 gallons per minute(GPM)at 148 feet total dynamic head(TDH)
5. Summarize the force main to be permitted(for this Pump Station):
Size(inches) Length(feet) Material
6" 9,738 C900 DR 18 PVC
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.Lb.❑Grinder Pump ❑ Mechanical Bar Screen ❑Other(please specify)
6. Power reliability in accordance with 15A NCAC 02T_0305(h)(I
® 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 10-23 Paae 3 of 5

DocuSign Lnvelope ID.OC:D18C98-gD6F-44AE-At)913-A2375AE215AF
IX. SETBACKS& SEPARATIONS—(02B.0200 & 15A NCAC 02T .0305(f)):
1. Does the project comply with all separations/altematives found in 15A NCAC 02T.0305(f)& oz ® Yes ❑ No
15A NCAC 02T.0305 contains minimum separations that shall be provided for sewers stems.
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) l8 inches
Reclaimed water lines(horizontal -reclaimed over sewer) 2 feet
**Any private or public water supply source, including any wells, WS-1 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-1 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) j 36 inches
➢ If noncompliance with 02T.0305(f)or "see Section X.l of this application
*f SA NCAC 02T.0302W contains alternatives where separations in 02T.03OQ5-W 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 Classifications wehpagc
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(0 for documentation requirements and submit a separate document,
signed/scaled 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: Neuse ❑ No
If yes,does the project comply with setbacks found in the river basin rules per 15g__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.0105(c)(6),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 pen-nits(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 15A 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.
FORNI: FTA 10-23 Page 4 of 5

UoCubign tnve:ope IU:0C.U'IUL,98-9Utt--44At-AU9tt-Ali/SAtttSAt-
X. CERTIFICATIONS:
l Does the submitted system comply with 15A NCAC 02T, the !Minimum Design Criteria for the Permitting of Pump Stations
and Force Mains(latest version), and the Gravtty Sewer Minimum Design Criteria(latest version)as applicable?
® Yes ❑ No
If no, for projects requiring a single variance, complete and submit the VarianceiAlternative Design Request application
(VADC 10-I4) and supporting documents for review to the Central Office. Approval of the request will be issued
concurrently with the approval of the permit, and protects requiring a variance approval may be subject to longer
review times. For projects requiring two or more variances or where the variance is determined by the Division to be a
significant portion of the project,the full technical review is required.
2 Professional Engineer's Certification:
I, David A. McClure, PE ,attest that this application for Country Lane Pump Station and Force Mair
(Professional Engineer's name from Application Item III l I (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 late t ygrsiotql,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)
111
North Carolina Professional Engineer's seal,signature,and date:
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3 Applicant's Certification per 15A NCAC 02T.0106(b):
I, Joshua Baird, PE�CFM __ _ ,attest that this application for Country Lane Pump Station and Force Main
(Signature Authonty Name from Application Item 1.3) (Project Name from Application Item H.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. �ell Date:
FORM FTA 10-23 Page 5 of 5

NCDci,.
Si of North Carolina
Department of Environmental Quality
Raleigh Rkki"ftal(6,t*er Resources
Flow Tlrracking for Sewer Extension Applications
(FTSE 10-23)
Entity Requesting Allocation: Town of Clayton
Project Name for which flow is being requested: _Country Lane PS and FM
More than one FTSE map be required for a single project if the owner of the WWTP is not responsible for al!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: Little Creek(Sam's Branch) Water Reclamation Facility
b, WWTP Facility Permit# NCO025453
AN flows are in MGD
c. WWTP facility's permitted flow 5.65 (LCWRF 2.5 +JoCo
__ 1.4+ Raleigh I.75)
d. Estimated obligated flow not yet tributary to the WWTP 0.9105
e. WWTP facility's actual avg. flow 3.338
f. Total flow for this specific request 0
g. Total actual and obligated flows to the facility 4.2485
h. Percent of permitted flow used 75.2%
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) (8) (C) (D)=(8+C) (E)=(A-D)
Design Obligated,
Pump Pump Average Approx. Not Yet Total Current
Station Station Firm Daily Flow*" Current Tributary Flow Plus
(Name or Permit Capacity, * (Firm/po, Avg. Daily Daily Flow, Obligated Available
Number) No. MGD MGD Flow,MGD MGD Flow Capacity***
*The Firm Capacity(design flow)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,per Section 2.02(A)(4)(c)of the Minimum Design Criteria.
*** 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): UNK
Page l of 7
FTSE 10-23

Downstream Permit Number: UNK
111. Certification Statement:
I Joshua Baird 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 certifies that the receiving collection system or treatment
works has adequate capacity to transport and treat the proposed new wastewater.
1,4 4:� 7/15/2024
Sighing Official Signature Date
Engineering Director
Title of Signing Official
Page 2 of 7
USE 10-23

40 WithersRavenel
■/
North Carolina Department of Environmental Quality
Raleigh Regional Office Water Quality Section
3800 Barrett Drive
Raleigh, North Carolina 27609
Attn: Fast Track Sewer Extension Applications RevieWC Dept of �nj Quulit�
CC: Joshua Baird, Engineering Director
Town of Clayton, NC
From: David McClure, PE SEP 2 6 2024
Date: September 23, 2024 Raje1gl,Regional office
Project: Town of Clayton, Country Lane Forcemain and Pump Station
Project Number:WR#02200402.00
Subject: Fast Track Sewer Extension Application
On behalf of the Town of Clayton, WithersRavenel is submitting the attached Fast Track Sewer
Extension Permit application.
The Country Lane Pump Station and Forcemain project includes the construction of the Country
Lane Pump Station which has a design flow of 0.396 MGD, 98 LF of 8" PVC gravity sewer, and
9,738 LF of 6" PVC C900 DR18 forcemain that will serve the proposed Country Lane Subdivision.
See the attached maps in the submittal package for the project location.
This Fast Track Application Package includes the following items:
• Fast Track Application (Form FTA 04-16)
• Flow Tracking/Acceptance Form (FTSE 04-16)
• Check
• USGS and Aerial Site Maps
Please do not hesitate to contact me at(919) 469-3340 or [e-mail] should
you have any questions or concerns.
McClure, David
a-Og_2 10 a912dar
Sincerely,
David McClure, PE
115 MacKenan Drive Cary, NC 27511
t: 919.469.33401 E 919.467.6008 1 www.withersravenel.com I License No. C-0832
Cary I Greensboro I P rt;bor� Rale'gh I Wilmirgton

WithersRaqelz1f ,�; ,e;. Transmittal
Ow People tour Success
219 Station Road, Suite 101
Wilmington, NC 28405 SEP 26
t: 910.256,9277 1 f: 919-467.6008
Ka!elgL RW.1
• 9/24/24 ••• • 02200402.00
• Fast Track Sewer Extension Applications Review
TO: NCDEQ-Raleigh Regional Office Water
Quality Section
Heritage-Country Lane-23-1244;
3800 Barrett Drive Country Lane Pump Station and Forcemain
Raleigh, NC 27609
WE ARE SENDING YOU THE FOLLOWING ITEMS
® Attached ❑ Under Separate Cover Via
❑ Shop Drawings Prints Plans ❑ Samples ❑ Specifications
C Copy of Letter L Change Order Disk ❑ Other
COPIESDESCRIPTION
1 Cover Letter- 8.5 x 11
1 Check- $600
2 Flow Tracking for Sewer Extension Application - FTSE 10-23 - 8.5 x 11
2 Fast Track Sewer System Extension Application - FTA 10-23 - 8.5 x 11
2 Aerial Map - 8.5 x 11
2 USGS Map - 8.5 x 11
THESE ARE TRANSMITTED as checked below:
® For approval ❑ Approved as submitted ❑ Resubmit copies for approval
❑ For your use ❑ Approved as noted ❑ Submit copies for distribution
❑ As requested ❑ Returned for corrections ❑ Return corrected prints
® For review and comment ❑ Other
❑ For bids due ❑ Prints returned after loan to us
REMARKS.
COPY TO: SIGNED
QA/QC
RECEIVED;
If enclosures are not as noted,kindly notify us at once

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Outlook
[External] RE: County Lane Pump Station and Force Main—Additional Information Request
From McClure, David <[e-mail]>
Date Tue 10/22/2024 11:00 AM
To Pasha,Tanvir <[e-mail]>
Cc Joshua Baird <[e-mail]>; Rehak, Elisa <[e-mail]>
0 2 attachments(848 KB)
Sheet 1 of 5.pdf;Sheet 3 of 5.pdf;
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.
Tanvir, see below in red for responses to your questions. Let me know if you need anything else.
From: Pasha,Tanvir<tanvir.pasha @deq.nc.gov>
Sent: Monday, October 21,2024 5:18 PM
To:Joshua Baird<[e-mail]>
Cc: McClure, David<[e-mail]>
Subject: [EXTERNAL] County Lane Pump Station and Force Main—Additional Information Request
CAUTION:This email originated from outside of WithersRavenel. Do not click links or open attachments unless you recognize the
sender and know the content is safe.
Hello Joshua and David,
After reviewing the Fast Track Sewer System Extension Application for County Lane Pump Station and Force Main,additional
information is required in order to further process the application. Please provide the following information
by 11/19/2024,.and note that the requested information must be submitted within 30 days of this request,or the applicant
will be required to submit a new application and application fee in accordance with 15A NCAC 02T.0107.
1. Is this an ARPA funded project? If so,_please include the DWI assigned ARPA project number in your
response.
No
2. Your current coordinates in section 11.4 indicates the WWTP instead of the pump station. Please provide the
correct location of the pump station in page 1 and page 3 (section VIII) of the FTA.
The coordinates listed on the application are correct and listed in decimal degrees as the application requests. The
format of the text is odd so I have tried to make it easier to read on the attached Sheet 1 of 5 and Sheet 3 of 5. The
coordinates are:
35.621404, -78.463291
3. You checkd "yes" for section IX.5 and your map says the force main is crossing a stream feature. Please provide
the required 401/404 certification number or document.
USACE Action ID. No. SAW-2021-02418. I apologize for not including this on the cover letter as requested by the
application.

4. In addition to No. 3, please ensure that section IX.7 is correctly answered and no high priority sewer is needed
for this permit request.
It has been answered correctly. There are no high-priority lines.
15A NCAC 02T.0107 Staff Review and Permit Preparation states:
• "(2) (e) If an application is accepted and later found to be incomplete,the applicant shall be advised how the
application or accompanying supporting information may be modified to make it complete.The staff shall
advise the applicant:
(2) if all required information is not submitted within 30 days,the project will be returned as incomplete.Any
resubmittal of a returned application shall be accompanied with a new application fee."
Please contact me with any questions that you may have regarding this request.
*Please note that the fee for fast track sewer extension permits has increased to$600 as of October 3,2023(as stipulated
in the 2023 House Appropriations Act,House Bill 259, Water Quality and Stormwater Fees,Section 12.14(a)).
Sincerely,
A B M "Tanvir" Pasha(he/him)
Environmental Engineer II
Division of Water Resources—Raleigh Regional Office
North Carolina Department of Environmental Quality
3800 Barrett Drive, Raleigh, NC 27609
Office:919-791-4250;Cell:984-202-3390
[e-mail]
D_E Q��
NORTH CAROUNA
Deparhnent of Environmental DualiTy
Email correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third parties by an authorized state
official.