WQ0040058_Application (FTSE)_20200724

DWR
Dlvislon of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
1SA NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 04-16 & SUPPORTING DOCUMENTATION
00
Application Number:
eobecomplelcdbyDWR)(l
All items must be completed or (lie application will be returned
I. APPLICANT INFORMATION:
I. Applicant's name: Johnston County Publicsltilites (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: Chandra Farmer, PE per 15A_NCAC 02T .0106(U)
Title: Director
4. Applicant's mailing address: PO Box 2263
City: Smithfield State: NC Zip: 27577-
5. Applicant's contact information:
Phone number: 9l9 209-8333 Email Address: Cliandra.Farmeraiohnstonnc.coni
11. PROJECT INFORMATION:
1. Project name: East Hampton Subdivision, Phases I and 2. Extension,
2. Application/Project status: ❑ Proposed (New Permit) ® Existing Permit/Project
If a modification, provide the existing permit number: WQ0040058 and issued date: 618/18
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If new construction but part of a master plan, provide the existing permit number: WQ00
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3. County where project is located: Johnston
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4. Approximate Coordinates (Decimal Degrees): Latitude: 35.5820Longitude:-78.405°Lff
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5. Parcel ID (if applicable): 167600-55-3943
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(or Parcel ID to closest downstream sewer)
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111. CONSULTANT INFORMATION:
1. Professional Engineer: Chad Simmons, PE License Number: 40363
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Firm: McGill Associates
Mailing address: 5400 Trinity Road, Suite 107
City: Raleigh State: NC Zip: 27607-
Phone number: 919 378-911 I Email Address: chad.simmonsCghmcgillassociates; cons
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
I. Facility Name: Central, Johnston CountyWWTP Permit Number: NCO030716
Owner Name: Johnston CounW Public Utilities
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. PermitNumber(s): WQSRF CS 370560-09
Main inch
Downstream (Receiving) Sewer Size: 12" Force
System Wide Collection Svstem Permit Number(s) (if applicable): WQCS00060
Owner Name(s): Johnston County
FORM: FTA 04-16 Page I of 5

THE COMPLETED APPLICATION PACKAGE INCLDING ALL SUPPORTING INFORMATION AND
MATERIALS, SHOULD BE SENT TO THE APPROPRIATE REGIONAL OFFICE:
REGIONAL OFFICE
ADDRESS
COUNTIES SERVED
Asheville Regional Office
2090 US Highway 70
Avery, Buncombe, Burke, Caldwell, Cherokee,
Water Quality Section
Swannanoa, North Carolina 28778
Clay, Graham, Haywood, Henderson, Jackson,
(828) 2964500
Macon, Madison, McDowell, Mitchell, Polk,
[phone] Fax
Rutherford, Swain, Transylvania, Yancey
Fayetteville Regional Office
225 Green Street Suite 714
Anson, Bladen, Cumberland, Harnett, Hoke,
Water Quality Section
Fayetteville, North Carolina 28301-5094
Montgomery, Moore, Robeson, Richmond,
[phone]
Sampson, Scotland
[phone] Fax
Mooresville Renional Office
610 E. Center Avenue
Alexander, Cabarrus, Catawba, Cleveland,
Water Quality Section
Mooresville, North Carolina 28115
Gaston, Iredell, Lincoln, Mecklenburg, Rowan,
[phone]
Stanly, Union
[phone] Fax
Raleigh Regional Office
1628 Mail Service Center
Chatham, Durham, Edgecombe, Franklin,
Water Quality Section
Raleigh, North Carolina 27699-1628
Granville, Halifax, Johnston, Lee, Nash,
[phone]
Northampton, Orange, Person, Vance, Wake,
[phone] Fax
Warren, Wilson
Washington Regional Office
943 Washington Square Mali
Beaufort, Bertie, Camden, Chowan, Craven,
Water Quality Section
Washington, North Carolina 27889
Currituck, Dare, Gates, Greene, Hertford, Hyde,
[phone]
Jones, Lenoir, Martin, Pamlico, Pasquotank,
[phone] Fax
Perquimans, Pitt, Tyrrell, Washington, Wayne
Wilmington Regional Office
127 Cardinal Drive Extension
Brunswick, Carteret, Columbus, Duplin, New
Water Quality Section
Wilmington, North Carolina 28405
Hanover, Onslow, Pender
[phone]
[phone] Fax
Winston-Salem Regional Office
450 W. Hanes Mill Road
Alamance, Alleghany, Ashe, Caswell, Davidson,
Water Quality Section
Suite 300
Davie, Forsyth, Guilford, Rockingham, Randolph,
Winston-Salem, North Carolina 27105
Stokes, Surry, Watauga, Wilkes, Yadkin
[phone]
INSTRUCTIONS FOR FORM; FTA 04-16 & SUPPORTING DOCUMENTATION Page 3 of 3

VI. GENERAL REQUIREMENTS
I. If the Applicant is a Privately -Owned Public Utility, has a Cetiificate of Public Convenience and Necessity been attached?
❑ Yes ❑No ®NIA
2. If the Applicant is a Developer of lots to be sold, has a Developer's O crational Agreement FORM: DEV been attached?
❑ Yes ❑No ®NIA
3. If the Applicant is a I-lomc?Property Owners' Association, has an Onerational Agreement (FORl14: HOA) been attached?
[:]Yes [-]No ®NIA
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 ❑ 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/Commercial 0 a/a Commercial
% Industrial See 15A N AC 02T .0 10320
'Is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Hasa flow reduction been approved under 15A NCAC 02T .01 140)? ®Yes ❑ No
➢ Imes. provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(f))
Daily Design Flow ..b
No. of Units
Flow
3 BR Home
80 gal/BR
44
10,560 GPD
4 BR Home
80 gal/BR
43
13,760 GPD
gall
GPD
gall
GPD
gal/
GPD
gall
GPD
Total
24,320 GPD
a See 15A NCAC 02T .01 14(b). (d), (e)(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 .01 14(c), design flow rates for establishments not identified [in table 15A NCAC 02T.01 141 shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 24.320 GPD (per 15A NCAC 02T .0I 14]
➢ 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:
❑ RehabiIitation or replacement of existing sewer with no new flow expected
❑ Other (Explain):
FORM: FTA 04-16 Page 2 of

V1I. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
I. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
8 2,097 PVC
Section 11 & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
t Section Ill contains information related to minimum slopes for gravity sewer(s)
Oversizing lines to meet minimum slope requirentent is not allowed and a violation of the MDC
V111. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .030i & LNIDC (Punta Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
I. Pump station number or name: East Hamnston
2. Approximate Coordinates (Decimal Degrees): Latitude: 35.58 1° Longitude:-78.406°
3. Design flow of the pump station..144 millions gallons per day (firm capacity)
4. Operational point(s) of the puntp(s): 80 gallons per minute at 135 feet total dynamic head (TDFI)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches) Length (feet) Material
4 1484 PVC
G. Power reliability in accordance with 15A NCAC 02T .0305(h)(I ):
® Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .0305(h)(I)(B)_
D 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):
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.
D 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 04-1 G Page 3 of 5

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(t)):
1. Does the project comply with all separations found in 15A NCAC 02T .0305 & ®Yes ❑ No
➢ 15A NCAC 02T.0305(f) contains minimum separations that shall be provided for sewer systems:
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
I0 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 CIass I or
Class Ili impounded reservoirs used as a source of drinking water
100 feet
**Waters classified WS (except WS-1 or WS-V), B, SA, ORW, HQW, or SB from normal
hipth water or tide elevation and wetlands see item IX.2
50 feet
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
10 feet
Any building foundation
5 feet
Any basement
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 swimminq pools
10 feet
Final earth grade vertical
36 inches
D 15A NCAC 02T.0305(g) contains alternatives where separations in 02T.0305(t) cannot be achieved.
**Stream classifications can be identified using the Division's NC Surface Water Classifications webpaagc
D If noncompliance with 02T.0305(t) or (&), see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ❑ Yes ® No ❑ NIA
D See the 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
D 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
D 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?
D Information can be obtained from the 40l & Buffer Permitting Branch
5. Does project comply with I5A NCAC 02T.0105(c)(6) (additional permits/certifications)? ® Yes ❑ No
Per I $A NCAC 02TA 105(c)(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 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 ❑ NIA
D 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 15A NCAC' 02T, the Miniiuunt Design Criteria 1'or the Permitting of Punta Stations
:ntd Force Mains latest versionh and the Gravity Sewer 141ininutm Design Criteria {latest version) as applicable?
® Yes ❑ No
If No, complete and submit the Variance/Altenwtive 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 Anplication and supportine documents.
2. Professional Engineer's Certification:
1, I C C. 11.11-7,1,a.41X: attest that this application for
(Professional Engineer's name from Application Item 111.1.)
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans, specifications,
engineering calculations, and all 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 143-215.613, 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 sine not to exceed $10,000, as well as civil penalties up to $25,000 per violation. %�
North Carolina Professional Cngineer's sea], signature, and date: � C A'. "
0.
:a SEAL r,
4036
3. Applicant's Certification per 15A NCAC 02T .0106(b):
I, i-r-yi ava u. rM Me � t�I�ME }LLAr attest that this application for
(Signature Authority's name & title from Application Item 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 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 14_4-215.613 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.
Signature: Date: -A-a��o
FORM: I;TA 04-16 0...., 9 .,+ r

I

IE

State of North Carolina
Department of Environmental Quality
Division of Water Resources
nt W.der Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting Allocation: Johnston Coun
Project Name for which flow is being requested: East Hampton Subdivision Phases 1 & 2
More than one FTSE may be required far a single project if the owner of the JYWTP is not responsible for all prunp
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: Central Johnston County WWTP
b. WWTP Facility Permit ##: NC0030716
All flatus are in MGD
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the WWTP
e. WWTP facility's actual avg. flow
f Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
9.5
2.050
5.402 (2017 influent)
0.2432
7.4763
78.7%
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:
(A)
(B)
Design
Pump
Average Daily
Approx.
Station
Firm Flow**
Current Avg.
(Name or
Capacity, * (Firm / pt),
Daily Flow,
Number)
MOD MOD
MOD
none
(C)
(D)=(B+C) (E)—(A-D)
Obligated,
Not Yet
Total Current
Tributary
Flow Plus
Daily FIow,
Obligated Available
MOD
Flow Capacity***
* 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): East Clayton/Wilson's Mills Area WW
Downstream Permit Number: SRF CS370560-09
Page 1 of 6
F fSF. 04-16

II1. Certification Statement:
I Chandra C. Coats, P.E. 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.
ng OWICial Signature 6 , Date
Page 2 of 6

Fri
Shaping Communities Together
ether
meJill
July 24, 2020 NC Dept of Environmental Quality
Division of Water Resources
Raleigh Regional Office
North Carolina Department of Environmental Quality
3800 Barrett Drive
Raleigh, NC 27609
To Whom it May Concern,
JUL 2 4 2020
Raleigh Regional Office
RE: Fast Track Sewer Extension
Application Modification-WQ0040058
East Hampton Subdivision
Johnston County, North Carolina
Please find the following items enclosed for your review:
1. One (1) original Fast -Track Sewer System Extension Application with supporting maps.
2. One (1) copy of a Fast -Track Sewer System Extension Application with supporting maps.
3. Two (2) copies of the Flow Tracking Form.
4. One (1) copy of existing permit WQ0040058.
This project includes approximately 847 linear feet of gravity sewer extension to serve as a future
reroute of gravity sewer flow to a future regional pump station and away from the currently
permitted pump station. Original project was permitted under WQ0040058.
If you have any questions or require additional information regarding this application, please feel
free to contact me at [phone].
Sincerely,
McGILL ASSOCIATES, P.A.
Chad Simmons, PE
Senior Project Manager
MCGILL ASSOCIATES S400 TRINITY ROAD, SUITE 107, RALEIGH, NC 27607 { 919,378.9111 J MCGILLASSOCIATES.COM

Cashion, Ted
From: Chad Simmons <[e-mail]>
Sent: Tuesday, August 25, 2020 7:33 AM
To: Cashion, Ted; Chandra Farmer ([e-mail])
Cc: Robinson, Jason
Subject: [External] RE: Application modification, WQ0040058, East Hampton Subdivision, Phases
1 & 2
ltxternal email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
That is correct. The county directed a connection to a different force main requiring a redesign.
IIIIIIL
McgiliTogether
Shaping
Communities
Chad Simmons PE
Project Manager
McGill Associates, P.A.
5400 Trinity Road, Suite 107, Raleigh, NC 27607
T 919-378-9111
C 919,610.1476
[e-mail]
mcgillassociates.com
From: Cashion, Ted <[e-mail]>
Sent: Tuesday, August 25, 2020 7:06 AM
To: Chad Simmons <[e-mail]>; Chandra Farmer ([e-mail])
<[e-mail]>
Cc: Robinson, Jason <[e-mail]>
Subject: Application modification, WQ0040058, East Hampton Subdivision, Phases 1 & 2
Chad and Chandra,
We are reviewing the subject application to modify the permit. Just to confirm, the pump station will be'downsized'
from 100 gpm to 80 gpm?
Ted Cashion
Water Quality Regional Operations
Division of Water Resources
NC Department of Environmental Quality
Raleigh Regional Office
919-791-4254
ted.cashion(@ncdenr.gov

1628 Mail Service Center
Raleigh, NC 27699-1628
3800 Barrett Drive
Raleigh, NC 27609
Subscribe to Collection System & Sewer Permitting Updates
Email correspondence to and from this address may be subject to the North Carorlino Public Records Low and may be disclosed to
third parties unless the content is exempt by statute orother regulation.
Based on the current guidance to minimize the spread of COVID-19, DEQ has adrusted operations to protect the health and safety of
the staff and public. Many employees are working remotely or are on staggered shifts. To accomodate these staffing changes, all
DEQ office locations are limiting public access to appointments only. Please check with the appropriate staff before visiting our
offices, as we maybe able to handle your requests by phone or email. We appreciate your patience as we continue to serve the
public during this challenging time.

Stephen Eastman
From: Chad Simmons <[e-mail]> on �haalf of Chad Simmons
Sent: Wednesday, July 29, 2020 7:23 AM ept of Fnvironmental Quality
To: Stephen Eastman; Chandra Farmer
Cc: Spenser Meekins AUG IX my
Subject: RE: Emailing: East Hampton Reimbursement Agreement
11
Raleigh Rco Q->"1011,11 Office
Chandra signed the form and we submitted the modified fast track application to NCDEQ. NCDEQ has requested an
application fee check for $480 be delivered to the Raleigh Regional Office at 3800 Barrett Drive, Raleigh, NC 27609.
McGill can make this payment which we can charge as a reimbursable expense or you can stop by the Raleigh Regional
Office to drop off a check. The check should be made payable to NCDEQ, memo: E. Hampton Sewer Extension
Modification.
In anticipation of completing these steps, we will go ahead and issue the revised drawing as a revision to the existing set
of plans.
Chad Simmons PE
Project Manager
McGill Associates, P.A.
5400 Trinity Road, Suite 107, Raleigh, NC 27607 T 919.378.9111 C 919.610.1476 [e-mail]
mcgillassociates.com
-----Original Message ----
From: Stephen Eastman <[e-mail]>
Sent: Tuesday, July 28, 2020 4:58 PM
To: Chad Simmons <[e-mail]>; Chandra Farmer <[e-mail]>
Subject: RE: Emailing: East Hampton Reimbursement Agreement
Chad
Can you please give me an update on the plans. We are about 3 weeks away from having all utilities installed in phase 2
and we need this ASAP.
Thanks,
Stephen B. Eastman, Jr.
Eastman Development Co.'s, LLc
Wimbledon, LLC
Land Elements, LLC
PO Box 19205 Raleigh, NC 27619
919-781-1827 (o)
919-422-5324 (m)

Cashion, Ted
From: Cashion, Ted
Sent: Tuesday, July 28, 2020 1:17 PM
To: [e-mail]
Cc: Robinson, Jason
Subject: East Hampton Subdivision fast track application mod, WQ0040058
Chad,
We received the subject application 7-24-20 with no check attached. Has a check been sent in with this application?
Thx
ted
Ted Cashion
Water Quality Regional Operations
Division of Water Resources
NC Department of Environmental Quality
Raleigh Regional Office
919-791-4254
[e-mail]
1628 Mail Service Center
Raleigh, NC 27699-1628
3800 Barrett Drive
Raleigh, NC 27609
D� E Q -7-�j
Cfv+r:�r.7 ¢t(mrvrrniu 4¢ali� r
Subscribe to Collection System Sewer Permitting Updates
Email correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third parties unless the content is exempt by statute or other regulation.
Based on the current guidance to minimize the spread of COV1D-19, DEQ has adjusted operations to protect the health
and safety of the staff and public. Many employees are working remotely or are on staggered shifts. To accomodate
these staffing changes, all DEQ office locations are limiting public access to appointments only. Please check with the
appropriate staff before visiting our offices, as we may be able to handle your requests by phone or email. We
appreciate your patience as we continue to serve the public during this challenging time.