WQ0045391_Application (FTSE)_20240709

State of North Carolina
May Y 4 zd24 Department of Environmental Quality
DWRDivision of Water Resources
Rale1a FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 10-23&SUPPORTING DOCUMENTATION
Application Number Q 00*4,S;3J f((o be completed by nwR)
All items must be comi)leted or the aoalication will be returned
1. APPLICANT INFORMATION:
I. Applicant's name: Pender Crossing LP(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: Jeffrey Woda per J SA NCAC 02T.0106(b1
Title:Authorized Representative
4. Applicant's mailing address:500 S Front St., I Oth Floor
City:Columbus State.OH Zip:43215-
5. Applicant's contact information:
Phone number:(k]4)396-3200 Email Address: [e-mail]
II. PROJECT INFORMATION:
i. Project name: Pender Crossing
2. Application/Project status: ®Proposed(New Permit) ❑Existing Permit/Project ❑ ARPA funded
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:Wilson
4. Approximate Coordinates(Decimal Degrees):Latitude: 35.717525' Longitude:-77.906639
5. Parcel ID(if applicable): 3721-47-6964(or Parcel ID to closest downstream sewer)
111. CONSULTANT INFORMATION:
1. Professional Engineer:Jeffrey D.McCluskey License Number:29606
Firm:Mc2 Engineering,Inc.
Mailing address:2110 Ben Craig Drive,Suite 400
City:Charlotte State:NC Zip:28262-
Phone number: 704)510-9797 Email Address:Jeff ,mc2eng.com
IV. WASTEWATER TREATMENT FACILITY(WWTF)INFORMATION:
1. Facility Name: Hominy creek water permit Number: NC0023906
Reclamation Facility
Owner Name:City of Wilson
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s):WQ
2. Downstream(Receiving)Sewer Information: _6 _inch 29 Gravity O Force Main
3. System Wide Collection System Permit Number(s)(if applicable):WQCS 00021
Owner Name(s): City of Wilson
FORM:FTA 10-23 Pagel of 5

VI. GENERAL REQUIREMENTS
1. If the Applicant is a Privately-Owned Public(:tility,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 Develo,per's Operational Agreement(FORM: DE V}been attached?
❑Yes ❑No ®N/A
3. If the Applicant is a Home/Property Owners'Association,has an HOA,IPOA Operational Agreement(FORM: HOA)and
supplementary documentation as required by 15A NCAC 02T.0115(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 r'factories ❑Nursing Home ❑Other(Explain in Attachment)
5. Nature of wastewater: 100%Domestic %Commercial %Industrial(See 15A N('A('011 ,0103(20))
If Industrial,is there a Pretreatment Program in effect?❑Yes[-]No
6. Has a flow reduction been approved under 15A NCAC 02T.01141 t)? ❑ 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'b No.of Units Flow
18- 1 bedroom units 150 gal/unit 18 2700 GPD
18-2 bedroom units 150 gal/unit 18 2700 GPD
12-3 bedroom units 225 gal/unit 12 2700 GPD
gal/ GPD
gal/ GPD
gall GPD
Total 8100 GPD
a See 15A NCAC 02T .0114(b1,(d), (eh I)and (eX2) 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(;.S.42A-4).
b Per 15A NCAC 02T.0114(c),design flow rates for establishments not identified[in table 15A N('A(- 02T.01 14]shall be
determined using available flow data,water using fixtures,occupancy or operation patterns,and other measured data.
8. Wastewater generated by project: 8100 GPD(per 15A NCAC 02T.0114 and G.S. 141-215.1)
➢ 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

V11. GRAVITY SEWER DESIGN CRITERIA(If Applicable)-02T.0305& MDC(Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size(inches) Length(feet) Material
6 212.66 PVC
➢ Section II&Ill of the MDC for Permitting of Gravity Sewers contains information related to design criteria
➢ Section Ill 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
Vill. PUMP STATION DESIGN CRITERIA(If Applicable)—02T.0305& MDC(Pumn_Stations/Force Mains):
PROVIDE A SEPARATE COPY OF THIS PAGE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
I. 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.1.b. ❑Grinder Pump ❑ Mechanical Bar Screen ❑Other(please specify)
6. Power reliability in accordance with 15A NCAC 02T.0 305(h)(1):
❑ 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 Page 3 of 5

IX. SETBACKS&SEPARATIONS—(02B.0200& 15A NCAC 02T.0305(f)):
I. Does the project comply with all separations/altematives found in 15A `CAC 02T.0305(f)&(g)? ®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) 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 1 or
Class 11 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) 36 inches
➢ If noncompliance with 02T.0305(f)offh see Section X.l of this application
*I SA NCAC 02T.0 305(y)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 Classifications 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 ®NIA
➢ 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 15A NCAC 02B .0200? ®Yes ❑No
D 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,autho ri zation is required.
6. Does project comply with I5A NCAC 02T.0105(c)(6)(additional permits/certifications)? ®Yes ❑No
Per—I SA-NCAC 02T.0105(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,stonmwater 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.
FORM: FTA 10-23 Page 4 of 5

X. CERTIFICATIONS:
1. 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 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
concurrently with the approval of the permit, and projects requiring a variance approval may be subiect to Ioneer
review times.For protects reauirina two or more variances or where the variance is determined by the Division to be a
sienifrcant portion of the proiect,the full technical review is required.
2. Professional Engineer's Certification:
1, J Q k�'c e, ­V• AWJ-Ske ,attest that this application for�tZ��r roS1J i n� _
(Professional Engmeer's.1.ne from Application Item fll 1 J (Project Name from App;ication lie
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 Des!&is_Criteria-for Gravity Sewers.tlatest.yersion),and the Minimum-Design Criteria for the Fast-Track PermittinZ
of Pump Stations and Force Mairs(latest version). Although other professionals may have developed certain portions of this
submittal package, inclusion of these materials under my signature and sea] 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 snakes 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.(2 NCAC 56.0701)
North Carolina Professional Engineer's seal,signature,and date: Itself
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3. Applicant's Certification per 15A NCAC 02T.0106(b):
1, J 'a �� C7� ,attest that this application for (,-
(Signature Authority Name from Application Item 13 1 (Project Name from Application Item%
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 note-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 he 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.
OKISignature: _-- - -- Date:
FORM: FTA 10-23 Page 5 of 5

State of Nerth Carolina
Department of Environmental Quality
Division of Water Resources
MO-Jolt of 1NIWI, Flow Tracking for Sewer Extension Applications
(FTSE 10-23)
Entity Requesting Allocation: Pender Crossing LP
Project Name for which flow is being requested: Pender Crossing
More Man one FTSE may be required for a slogle profecl!f fhe owner of the WWTP Is not responsible for all pump
stations olong flee route of Ilse proposer!spasfenpaler flosp.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Hominy Creek Water Reclamation Facility
b. WWTP Facility Permit##: NCO023906
A11 flotps are in MGD
c. WWTP facility's permitted flow 14.00
d. Estimated obligated flow not yet tributary to the WWTP 0.5679
e. WWTP facility's actual avg. flow 8.03
£ Total flow for this specific request 0.0081
g. Total actual and obligated flows to the facility 8.606
h. Percent of permitted flow used 61.47
II. 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)=(B+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,* (Finn J pf), 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(pt)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 llse WWTP where the Available Capacity is<0.
Downstream Facility Name(Sewer): City of Wilson
Downstream Permit Number: W CS00021
Page 1 of 8
FTSE 10-23

III. Certification Statement:
I Kyle F. Manning _ 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 Il 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.
S-ZI-3Z�0
Signh Olftcial Signature Date
Title of Signing Official
Page 2 of 8
FTSL 14-23

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MAY 14 2024
rebruar> 28, 2024
C
Raleigh Regional Office
3800 Barrett Drive
ENGINEERING Raleigh, NC 27609
Re: Pender Crossing-Private
Sanitary Sewer Collection for Pender Crossing Apartments
The proposed project includes constructing 212.66 linear feet of 6" PVC gravity
sanitary sewer and 3 sanitary sewer cleanouts. This new system will serve the
proposed 2 apartment buildings and a clubhouse for a total of 48 units. The private
system includes the system from the connection at the existing 8" public sanitary
sewer line in Gay Street to the proposed SS Cleanout 44 %here the system then
SITE CIVIL ENGINEERING becomes a sewer lateral since it only serves a single building.
LAND PLANNING The property is located off of Pender Street, Wilson NC. The site is more
specifically defined as Parcel ID #37121-47-6964. 3721-48-6130, 3721-48-7163,
STORM WATER MANAGEMENT 3721-48-6176. 3721-48-7205. Moore Street R/W (to be abandoned) and a portion
of 3721-48-3326.
UTILITY ENGINEERING
CONSTRu CTION ADMIN
Jeffrey . cCluske P
President

Transmittal Project #: 23-028
CMc2 Engineering, Inc.
Date: 5/13/24
2110 Ben Craig Dr., Ste. 400
ENGINEERING Charlotte, NC 28262
Phone [phone]
Fax [phone]
[e-mail]
To: NCDEQ-Raleigh ❑ For Your Information
3800 Barret Drive ❑ As Requested
Raleigh, NC 27699 ® For Your Approval
Attention: 919-791-4200 ❑ For Your Review
Project: Pender Crossing
Copies Dated Description
2 FTA Application
2 Cover Letter
1 $600 fee
2 FTSE forms
2 Site Maps
2 USGS quad maps
Comments: Please contact our office if any additional information is
needed at this time.
CC:
Bryan Murr, PE
Project Manager
https://mc2engineering.sharepoint.com/sites/Projects/Shared Documents/23-028 Pender
Crossing/Correspondence/Transm ittal/NC DEQ-SS-5-13-24.doc

From: Jeff McCluskey
To: Manning.Kyle F;Simpson.Richard
Subject: [External]RE: Pender Crossing Sewer System Extension Additional Information Request
Date: Wednesday,June 19,2024 11:13:42 AM
Attachments: image001.ong
USGS-rev.odf
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.
Richard, please see the responses in Red below:
1 - Is this an ARPA funded project? If so, please include the DWI assigned ARPA project
number in your response. No this project is not receiving any ARPA funding.
2 -Section VI Item 7, the narrative indicated a clubhouse. Will there be a pool associated with the
project? If so, please included in the appropriate section. The clubhouse is essentially an office
building for the on-site rental manager and gathering space there is no pool on-site.
3 -Section IX.5 indicates the proposed project does not need a 404/401 authorization. Please verify
why you would not need 404/401 authorization. There are no streams or wetlands on-site and
no impacts to streams or wetlands therefore a 404/401 permit is not required.
4-On the FTSE 10-23 form Item 2, the project indicates there are no pumping stations between the
project connection point and the WWTP? Update the form appropriately. Kyle Manning with the
City of Wilson responded to this comment below.
5 -Topographical map and/or the aerial map provided are not sufficient. According to Section F of
the Application Instructions, an 8.5-inch x 11-inch color copy of a USGS Topographic Map needs to
clearly identify the project area, including the closest surface waters, general location of the gravity
sewer, pumpstations, and force mains, and the downstream connection points for the receiving
sewer. Also please indicate the direction of flow. The USGS Quad map has been updated to
indicate the existing SS adjacent to the site along with the proposed connection point and the
nearest off-site surface waters. Arrows are also indicated on the existing SS.
Please let us know if anything else is needed. Thanks.
Jeffrey D. McCluskey, PE, LEED AP
Mc2 Engineering, Inc.
2110 Ben Craig Dr., Ste. 400
Charlotte, NC 28262
Ph: [phone]
Cell: [phone]
[e-mail]
From: Kyle Manning<[e-mail]>
Sent: Wednesday,June 19, 2024 10:20 AM
To: Simpson, Richard <[e-mail]>;Jeff McCluskey<[e-mail]>
Subject: RE: Pender Crossing Sewer System Extension Additional Information Request
Richard,

For item 4, 1 can confirm there are NO pump stations downstream from this project and the
WWTP.The FTSE is correct as submitted.
Sincerely,
Kyle F. Manning, PE, CFM
Assistant Director of Public Works
City of Wilson, North Carolina
kmanning(o)wilsonnc.org
252-296-3416
Caution: Files equal to or over 20 MB will not be received.
From: Simpson, Richard <richard.simpson(@deq.nc.gov>
Sent: Wednesday,June 19, 2024 10:02 AM
To: ieff(@mc2eng.com; Kyle Manning<kmanning(@wilsonnc.org>
Cc: Simpson, Richard <richard.simpson(@deq.nc.gov>
Subject: Pender Crossing Sewer System Extension Additional Information Request
CAUTION: This email originated from outside of the organization. Do not click
links or open attachments unless you verify the sender. Please forward suspicious
emails to report.spamnwilsonnc.org
Hello Jeffery,
After reviewing the Fast Track Sewer System Extension Application for Pender Crossing(Application
Number WQ0045391), additional information is required in order to further process the application.
Please provide the following information by July 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.
2-Section VI Item 7, the narrative indicated a clubhouse. Will there be a pool associated with the
project? If so, please included in the appropriate section.
3 -Section IX.5 indicates the proposed project does not need a 404/401 authorization. Please verify
why you would not need 404/401 authorization.
4-On the FTSE 10-23 form Item 2, the project indicates there are no pumping stations between the
project connection point and the WWTP? Update the form appropriately.
5 -Topographical map and/or the aerial map provided are not sufficient. According to Section F of
the Application Instructions, an 8.5-inch x 11-inch color copy of a USGS Topographic Map needs to

clearly identify the project area, including the closest surface waters, general location of the gravity
sewer, pumpstations, and force mains, and the downstream connection points for the receiving
sewer. Also please indicate the direction of flow.
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,
Richard
Richard Simpson
Environmental Engineering
Office of Continuous Improvement(OCI)
Division of Water Resources-Raleigh Regional Office
North Carolina Department of Environmental Quality
3800 Barrett Drive, Raleigh, NC 27609
richard.simpson0deq.nc.gov
919.791.4239 Office
0
o Get info on ARPA Project Permitting:ARPA Env.Permitting
o Search DEQ Permits:NC DEQ Permit DirectorX
o Apply for Funding: I Need Funding I NC DEO
o Sewer Extension Permitting I NC DEQ
o Subchapter 2T Rules.12df(state.nc.us)
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.