WQ0041447_Application (FTSE)_20200128 (2)

State of North Carolina
Department of Environmental Quality
DW-.R Division of Water Resources
1SA NCAC 02T .0300— FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Divlslon of Water Resources FI'A 04-16& SUPPORTING DOCUMENTATION
-1 �{ Ne B,ilt Of tivilvillut, tal Qualit;
Application Number. w 4 ` (tolxcnmplctedbyDWR}
All items must be completed or the aQplication %iiE be returned JAN 2 8 2620
1. APPLICANT INFORMATION: Raleigh Regional Office
1. Applicant's name: Town of Holly Snrines (company, marnicipahty, HOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ State/County ® Municipal ❑ Other
3. Signature authority's name: Kendra D. Parrish. P.E. per 15A NCAC 02T .0106(b)
Title: Director of Engineeringk"v�;
4. Applicant's mailing address: 12l; South Main Street !�a �Q f figv(
City: Holly S ►trines State: C_ Zip: 27540- '� r
5. Applicant's contact information:
Phone number. QJ9) M— 93 Email Address: kendra,parrishna hollysprinssnc.us akJ
ll. PROJECT INFORMATION:
r � I
1. Project name: i 1bl.j.� S P�.�l`�i►5 Q 1.paG� �l? a cc
2. Application/Project status: Proposed (New Permit) ❑ Existing Permit/Project
1 S`i 4oV
If a modification, provide the existing peanut number. WQ00 and issued date: V
If new construction but part of master plan, provide the existing permit number: WQ00
3. County where project is located: Jd—A.-141:
4. Approximate Coordinates (Decimal Degrees): Latitude: s.W'i Longitude: -'T. V
5. Parcel ID (if applicable): 0G -M• 3L• 7&1gk
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer i4' LicenseNumber 0 301r5LO
Firm t'cvMOr tr LANo Q6S*N, w-0
Mailing address: 8SVL-1.04 5-1l4 F60.iCS (.O
City: &NA"i State: 1 l Zip: LSD
Phone number. (111) LY�_-LW_O Email Address: 1 45 a Ql�pr�o ANry D&SK,, � n
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
I. Facility Name: Utley Creek _Was tewaterTreat merit Plan Permit Number. NCO063096
Owner Name: Town of Holly Springs
V. RECEIVING DOWNSTREAM SEINER INFORMATION (if different than WWTF):
1. Permit Number(s): WQP035r51j Downstream (Receiving) Sewer Size: inch
System Wide Collection System Permit Number(s) (if applicable): WQCS 46194
Owner Namc(s): s
FORM: FTA 04-16 Page 1 of

VL GENERAL REQUIREMENTS
L If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
❑ Yes ❑ No JON/A
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational_ Agreement
(FORM: DM been attached?
❑ Yes ❑ No 91N/A
3. If the Applicant is a Home/Pra ert Owners' Association has an Operational Agreement 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 / veterinary facilities
❑ Swimming Pool !Clubhouse
❑ Food and drink facilities ❑ Church
❑ Swimming PooUFilter Backwash
❑ Businesses /offices / factories ❑ Nursing Home
❑ Other (Explain in Attachment)
5. Nature of wastewater: i00 %Domestic/Commercial
% Commercial
Industrial See 15A NCAC 02T .0103(201)
bIs there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Has a flow reduction been approved under 15A NCAC 02T .0114(fl? ❑ Yes ❑ No
➢ If yes, provide a corn of flow reduction an)roval letter
7. Summarize wastewater generated by project:
IA'A ��
Establishment Type (see 02T.0114(
Daily Design Flow n,n
No. of Units
Flow
240 gaU day
239
57,360 GPD
5.058 sf Clubhouse !E
50 gall dayll00 sf
1
2,529 GPD
gaU
GPD
gaU
GPD
gaU
GPD
gaU
GPD
Total 1
59,889 GPD
k/
NO
a See 15A NCAC 02T .0114(b), (d). (e)(I) and (e)(21 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 oreast ofthe Atlantic Intracoastal Waterway to be used as vacation rentals as defined
in G.S. 42A-4).
b Per 15A NCAC 02T .01I4(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 orope tion patterns, and other mess ured data.
59,889 17
13. Wastewatergenerated by project: _GPD (per 15A NCAC 02T .DI ]4)
> 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 connectto 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

VIL GRAVITY SEWER DESIGN CRITERIA (If Applicable)-02T•0305&MDC (Gravity_Seners):
I. Summarize gravity sewer to be permitted:
Size(inches) Length (feet) Material
V I otI e V-4
D Section 11 & III ofthe MDC for Permitting of Gravity Sewers contains information related to designcriteria
➢ Section III contains information related tominimum slopes forgravity sewer(s)
➢ O%ersizing lines to meet minimum slope requirement is not alloned and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MC (Puma Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name:
2. Appro) mate 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 pemrittcd (for this Pump Station):
Size(inches) Fngth (feet) Material
6. Power reliability in accordance with 15A NCAC 02T .0305(h)(1);
❑ Standbypower 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 - I SA 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'slomgc
capacities and the rotation schedule of the portable power source or pump, including travel timeframes, shall be provided
in the case of 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 I5A_NCAC 02T .03050L&�ul
➢ 15A NCAC 02T.0305(f) contains mininiurn separations that shall be provided for sewer systems:
Z Yes ❑ No
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 Wes(horizontal -reclaimed over sewer)
2 feet
* *Any private or public water supply source, including any wells, W S-I waters of Class I or
Class If impounded reservoirs used as a source of drinking water
100 feet
**Waters classified WS (except WS-I or WS-V), B, SA, ORW, HQW, orSB from normal
high water (or tide elevation) and wetlands (see item IX.2)
50 feet
**Any other stream, lake, impoundnrnt, or groundwater lowering and surface drainage
ditches
10 feet
Any budding foundation
5 feet
An basement
10 feet
Top slopeof embankment orcutsof2 feetormore vertical height
10 feet
Drainage systems and interceptor drains
5 feet
Any swimming pools
10 feet
Final earth grade vertical
36 inches
➢ ISA NCAC 02T.0305(a) contains alternatives where separations in 02T.0305 cannot be achieved.
➢ **Stream classifications can be identified using the Division's NC Surface Water Classifications weboaee
➢ If noncompliance with 02T.0305(ff) or (g), see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) 0Yes ❑ No
➢ 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
➢ As built documents should reference the location ofarcas effected
3. Does the project comply with all setbacks found in the river basin rules per 15A NCAC 02B .0200? B Yes ❑ No
➢ This would include Trout Buffered Streams per 15A NCAC 2B.0202
4. Does the project comply with an individual 404 Permit or any 401 Certifications? \61 res ❑ No
➢ Wetland -related permits shall be requested, obtained, and adhered to for projects that impact wetlands or surface waters
➢ Information can be obtained from the 40I & Bufrer Permitting Branch
5. Does project comply with 15A NCAC 02T.0105(c)(6) (additional permits/certifications)? &3'Yes ❑ No
Per 15A NCAC 02T.0105(c )(6), directly related environmental pernuts 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 9 No
➢ If yes, include an attachment with details for each line, including type (aerial line, size, material, and location).
ITigh priority lines shall be inspected by the permittee or its representative at leastonce every six -months and inspections
documented per 15ANCAC 02T.0403(a)(5) or the permitee's individual System -Wide Collection permit.
FORM: FTA 04-16 Page 4 of 5

X. CERTIFICATIONS:
I. Does the submitted systemcomply with 15A NCAC 02T, the Minimum Design Criteria for the Permitting of Pump Stations
and Fprce Mains (latest version). and th Gravity Sewer Minimum Desigt> LEite_ ria_llatest version) as applicable?
rr t"`-1'��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 rewired Prior to suhmittal of the Fast Track Application and supporting documents.
2. ProfessionaI Engineers Certification;
1, s' 1 lvt- '5-Gi41,'1 per attest that this application for
(Professional Engineer's name from Application Item II1.1.)
Vbl.cy SPF-%N" �I.A
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. 1 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), andthe Minimum Design Criteria forthe Fast-Tmck 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 t 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 risdemeanor, which may
include a fine not to exceed $10,000, as well as civil penalties up to $25,000 per violation.
North Carolina Professional Engineer's seal, signature, and date:
3. Applicant's C;c r rication pqq l5A NCAC 02T .0106(b):
(Signature Authority's name & title from Application Item 1.3.)
1 C A RO �/,
S
EAL 9'
0308
f��y• NcrNE`� • �o�'\'
attest that this application for
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 systemto surface waters or the land will result in an immediate enforcement action thatmay include civil penalties,
injunctive relief, and;'orcriminal 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 cottpleted and t hat 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: Dale: I Da
FORM: FTA 04-16 Page 5 of 5

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting Allocation:
Project Name for which flow is being requested: k e-s&.( 5 P I: W0 S PtAeE
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 wastewaterflow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Utley Creek Wastewater Treatment Plant
b. WWTP Facility Permit #: NC 0063096
All flows are in MGD
c. WWTP facility's permitted flow 6.0
d. Estimated obligated flow not yet tributary to the WWTP C . g o l
e. WWTP facility's actual avg. flow .
f. Total flow for this specific request fl G
g. Total actual and obligated flows to the facility . 4
h. Percent of permitted flow used C,sP,-1- f .
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) (B) (C) (D)=(B+C) (E)=(A-D)
Design Obligated,
Pump Average Daily Approx. Not Yet Total Current
Station Firm Flow** Current Avg. Tributary Flow Plus
(Name or Capacity, * (Firm po, Daily Flow, Daily Flow, Obligated Available
Number) MGD MGD MGD MGD 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): T�y�r y pkS A/wl a�r
Downstream Permit Number: WQ D 0 3 0 S1
Page I of 6
FTSE 04-16

III. Certification Statement:
I Oaff1*certify to the best of my knowledge that the addition of
the volume of wa tewater 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 Il plus all
attached planning assessment addendums for which I am the responsible party. Signature of this
form indicates acceptance of this wastewater flow.
Date
Page 2 of 6
FTSE Q4-16

er
r
f Y
rt IL LL 4
F� F E. � s4•{ t

Holly Springs Place
Project Narrative
The Holly Springs Place project is a proposed multi -family project located in Holly
Springs, Wake County, North Carolina. There are a total of 239 apartment units
(144 - 1 bedroom units and 95 - 2 bedroom units) and a clubhouse proposed, with
a total sewer flow of 59,889 gpd. The requested permit is for 8" gravity sewer.
NC Dept of Environmental Quality
AN L i} 2-G!26
Raleigh Regional Office

NC Dept of Environmental Quality
J A 2 3 26,20
DO NOT SUBMIT SEWER EXTENSION APPLICATIONS UNtftlgig 'le
onal Of ice
CONSTRUCTION DRAWINGS HAVE BEEN APPROVED BY STAFF!
Sewer Design and Application Certification
Note: This form must be submitted with the Fast -Tract Application for Gravity Sewers, Pump
Stations. and Force Mains for extension to the Town of Holly Springs Sewer System
Project: P
Design Engineer: Pt M
Address: S 74, 204- 5 I tc It p t Nc & l W_
Phone Number: 9la ? 4 5,140 a Email: f6 Lt_ Q QtS 0M0m1 LAw,n n 9r%JC% - t4b�
Date Complete Application Package Received by Town: 1,2_1 O 0 %
Date Approved: f24- ; 31 ZOZG (by RLC) kOA42 (by KDP)
As design engineer for this project, I certify the following (please check (x) each applicable box):
E� That the design of the project is in complete conformance with Town of Holly Springs
Engineering Design and Construction Standards and NCDENR Sanitary Sewer Design
Regulations;
a That each of the following items are completed and enclosed for submittal to the State for
a sewer extension permit:
01" One original and one copy cover letter including a project narrative
o A check in the amount of $480.00 to DENR
o A check in the amount of $200.00 Town processing fee
1� One original and one copy of the State of North Carolina Fast Track
Application for Gravity Severs, Pump Stations, and Force Mains
Two copies of FTSE 08-13 Flow Tracking/Acceptance Form
9� Two color copies of a 8.5-inch by 1 I -inch portion of a 7.5 minute USGS
Topographic Map showing project area
V, Two copies of a street level map showing all relevant project areas
VOne copy of the locally -required Design and Application Certification
Design Engineer's Signature
In addition, once your construction drawings are approved and this application is complete, you
will receive a copy of the Town's letter of transmittal to the State as your confirmation that the
application is complete and has been forwarded to the State for permitting. Please contact Sara
Emig at [phone] if you do not receive this confirmation or if you have any questions.
Engineering Department - P.O. Box 8, Holly Springs, NC 27540
919-557-3938 - 919-552-9881(fax)
2003 Sewcr Design Application Ccrtificalion
04.1 L2011

_ ,s THE TOWN OF y prIngS
December 27, 2019
Director, Division of Water Resources
Raleigh Regional Office
Water Quality Operation Section
1628 Mail Service Center
Raleigh, NC 27699-1628
Re: Application for Sewer Extension Permit
Project: Holly Springs Place
Dear Sir or Madam:
NC Dept of Environmental Quality
JAN 2 8 2020
Raleigh Regional Office
Please find enclosed the following items in application for a sewer extension permit to the Town
of Holly Springs existing sewer distribution system:
One original and one copy cover letter including a project narrative
o A check in the amount of $480.00
One original and one copy of the State of North Carolina Fast Track Sewer System
Extension Applicalion (FTA 04-16)
Two copies of FTSE 04-16 Flow Tracking/Acceptance Form
Two color copies of a 8.5-inch by 11-inch portion of 7.5 minute USGS Topographic
Map showing project area
Two copies of a street level map showing all relevant project areas
One copy of the locally -required Design and Application Certification
Feel free to contact me at 919-557-3938 should you have any questions or need additional
information in order to process this application.
Sincerel4Pa
lien ra , P.E., CFM
Director of Engineering
KPase
cc: Project Consultant Engineer, Michael Schneider, PE, Piedmont Land Design
Administrative Manager (for addition to sewer permit log)
Rodney Campbell, Development Administrator
Project file/Correspondence # 41796
3002
04 17.2018
Engineet ing Deprartinent
P.O. Box 8 - 128 S. Main Street - HolIy Springs, NC 27540 - www.hollyspringsnc.us

Cashion, Ted
From: Elizabeth Goodson <[e-mail]>
Sent: Monday, March 2, 2020 11:37 AM
To: Cashion, Ted; [e-mail]; Kendra Parrish; Sara Emig
Cc: Robinson, Jason
Subject: RE: --[EXTERNAL]--RE: [External] RE: Holly Springs Place fast track sewer extension
application
EAernal:.emaiL Do not click links �r open attachments unless you verify. Send all suspicious entail as an attachmentst6
77
mina. ov
Ted,
Thank you for adding me into this communication string. I have just reviewed the information that was submitted with
Sara and the town is good with these changes as well.
Thank you,
Elizabeth
Elizabeth C. Goodson, P.E. I Utilily Engineer
Town of Holly Springs I Engineering Department
P.O. Box 81 128 S. Main Street
I loll% Springs. NC'_7540
Direel 919-.557-3933
www.holivspringsnc.us Pacebook E Twitter I Instagram
r �
From: Cashion, Ted <[e-mail]>
Sent: Monday, March 2, 202011:33 AM
To: [e-mail]; Kendra Parrish<[e-mail]>; Sara Emig
<[e-mail]>; Elizabeth Goodson <Elizabeth.Goodson@ Hollyspringsnc.us>
Cc: Robinson, Jason <[e-mail]>
Subject: --[EXTERNAL]--RE: jExternal] RE: Holly Springs Place fast track sewer extension application
Ok thanks Mike. Waiting for approval from Kendra.
We're drafting the permit now.
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

Cashion, Ted
From: Mike Schneider <[e-mail]>
Sent: Monday, March 2, 2020 11:32 AM
To: Cashion, Ted; 'Kendra Parrish; 'Sara Emig'; [e-mail]
Cc: Robinson, Jason
Subject: [External] RE: Holly Springs Place fast track sewer extension application
• External email. Do notiHcsk links or -open attachments-oless you verily. yen all suspi�iousemail as ar; attachmenttof;,�
orrt.s v.
Ted,
Item X.1 should be marked yes
Item VI.7—this project is apartments.
I am ok with those changes.
From: Cashion, Ted (mailto:[e-mail]]
Sent: Monday, March 02, 2020 10:51 AM
To: Kendra Parrish([e-mail]); Sara Emig; [e-mail];
[e-mail]
Cc: Robinson, Jason
Subject: Holly Springs Place fast track sewer extension application
Hi all,
We are reviewing the subject application and have a couple of questions.
We'll need both Mike's and Kendra's permission to revise the application for the following:
Item X.1 was not marked as required. Let us know how this should be marked and we'll make the correction.
Item VI.7 notes 'single family residential', but the narrative notes 'apartment units'. Let us know the type establishment
generating the wastewater and we'll make the correction.
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

L-,�J �� q (� � �-
Cashion, Ted
From: Cashion, Ted
Sent: Monday, March 2, 2020 10:51 AM
To: Kendra Parrish([e-mail]); Sara Emig;
[e-mail]; [e-mail]
Cc: Robinson, Jason
Subject: Holly Springs Place fast track sewer extension application
Hi all,
We are reviewing the subject application and have a couple of questions.
We'll need both Mike's and Kendra's permission to revise the application for the following:
Item X.1 was not marked as required. Let us know how this should be marked and we'll make the correction.
Item VI.7 notes 'single family residential', but the narrative notes'apartment units'. Let us know the type establishment
generating the wastewater and we'll make the correction.
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
LMy:i:r.r^.f c�fn.rpre-+r,;si lr;a'i: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.