WQ0045724_Application (FTSE)_20240925

State of North Carolina
Department of Environmental Quality
DWR NC Department of Environmental Quality Division of Water Resources
August 19 2024 FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources Raleigh Regional Office FTA 10-23&SUPPORTING DOCUMENTATION
Application Number: WQ0045724 (to be completed by nwx)
Additional Info Rec. Sep 25, 2024
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: City of Sanford(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: Paul Weeks,PE per 15A NCAC 02T.0106(b)
Title: Executive Director of Utilities
4. Applicant's mailing address: 225 East Weatherspoon Street,P.O.Box 3729
City: Sanford State:NC Zip: 27331-3729
5. Applicant's contact information:
Phone number: [phone] Email Address: paul.weeks(iDtririverwater.com
II. PROJECT INFORMATION:
1. Project name:Elizabeth Landing
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:Lee
4. Approximate Coordinates(Decimal Degrees):Latitude: 35.4773' Longitude: -79.2437'
5. Parcel ID(if applicable): 9622-78-4882-00(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Tyler Cross License Number: 051879
Firm: Timmons Group
Mailing address: 5410 Trinity Road, Suite 102
City: Raleigh State:NC Zip: 27607-
Phone number: [phone] Email Address:tyler.cross&timmons.com
IV. WASTEWATER TREATMENT FACILITY(WWTF)INFORMATION:
1. Facility Name:Big Buffalo Wastewater Treament Plant Permit Number:NCO024147
Owner Name: City of Sanford
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s): WQ0035053
2. Downstream(Receiving) Sewer Information: 8 inch ® Gravity ❑ Force Main
3. System Wide Collection System Permit Number(s)(if applicable):WQCS00047
Owner Name(s): City of Sanford
FORM: FTA 10-23 Page 1 of 5

VI. GENERAL REQUIREMENTS
1. If the Applicant is a Privately-Owned Public Utility,has a Certificate of Public Convenience and Necessity been attached?
[—]Yes [—]No ®N/A
2. If the Applicant is a Developer of lots to be sold,has a Developer's Operational Agreement(FORM: DEV)been attached?
❑Yes ❑No ®N/A
3. If the Applicant is a Home/Property Owners'Association,has an HOA/POA 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/factories ❑Nursing Home ❑ Other(Explain in Attachment)
5. Nature of wastewater: 100%Domestic %Commercial %Industrial(See 15A NCAC 02T.0103(20))
If Industrial,is there a Pretreatment Program in effect? ❑Yes❑No
6. Hasa flow reduction been approved under 15A NCAC 02T.0114(f)? ❑Yes ❑No
➢ If Yes,provide a cony of flow reduction approval letter with this application
7. Summarize wastewater generated by project:
Establishment Type(see 02T.0114(f)) Daily Design Flow a'" No.of Units Flow
Residential Townhomes(3-Bedroom) 225 gal/day 188 42,300 GPD
gal/ GPD
gal/ GPD
gal/ GPD
gal/ GPD
gal/ GPD
Total 42,300 GPD
a See 15A NCAC 02T .0114(b),d), (e)(1) 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 G.S.42A-4).
b Per 15A NCAC 02T.0114(c),design flow rates for establishments not identified [in table 15A NCAC 02T.01141 shall be
determined using available flow data,water using fixtures,occupancy or operation patterns,and other measured data.
8. Wastewater generated by project:42,300 GPD(per 15A NCAC 02T.0114 and G.S. 143-215.1)
)0, 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

VII. GRAVITY SEWER DESIGN CRITERIA(If Applicable)-02T.0305&MDC(Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size(inches) Length(feet) Material
8 6,058 PVC
➢ Section II&III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
➢ Section III contains information related to minimum slopes for gravity sewer(s)
➢ Oversizing lines to meet minimum slope requirements is not allowed and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA(If Applicable)—02T.0305&MDC(Pump Stations/Force Mains):
PROVIDE A SEPARATE COPY OF THIS PAGE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name:
2. Approximate Coordinates(Decimal Degrees):Latitude: 0Longitude: - °
3. Total number of pumps at the pump station:
3. Design flow of the pump station: millions gallons per day(firm capacity)
➢ This should reflect the total GPM for the pump station with the largest pump out of service.
4. Operational point(s)per pump(s): gallons per minute(GPM)at feet total dynamic head(TDH)
5. Summarize the force main to be permitted(for this Pump Station):
Size(inches) Length(feet) Material
If any portion of the force main is less than 4-inches in diameter,please identify the method of solids reduction per
MDCPSFM Section 2.01C.l.b. ❑ Grinder Pump ❑ Mechanical Bar Screen ❑ Other(please specify)
6. Power reliability in accordance with 15A NCAC 02T.0305(h)(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)):
1. Does the project comply with all separations/alternatives found in 15A NCAC 02T.0305(fl&(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
zWater mains(vertical-water over sewer preferred,including in benched trenches) 18 inches
zWater mains(horizontal) 10 feet
Reclaimed water lines(vertical-reclaimed over sewer) 18 inches
Reclaimed water lines(horizontal-reclaimed over sewer) 2 feet
**Any private or public water supply source,including any wells,WS-I waters of Class I or
Class II impounded reservoirs used as a source of drinking water,and associated wetlands. 100 feet
**Waters classified WS(except WS-I or WS-V),B,SA,ORW,HQW,or SB from normal
high water(or tide elevation)and wetlands associated with these waters(see item IX.2) 50 feet
**Any other stream,lake,impoundment,or ground water lowering and surface drainage
ditches,as well as wetlands associated with these waters or classified as WL. 10 feet
Any building foundation(horizontal) 5 feet
Any basement(horizontal) 10 feet
Top slope of embankment or cuts of 2 feet or more vertical height 10 feet
Drainage systems and interceptor drains 5 feet
Any swimming pools 10 feet
Final earth grade(vertical) 36 inches
➢ If noncompliance with 02T.0305(f)or(g), see Section X.1 of this application
*15A NCAC 02T.0305(g)contains alternatives where separations in 02T.0305(f)cannot be achieved.Please check"yes"
above if these alternatives are used and provide narrative information to explain.
**Stream classifications can be identified using the Division's NC Surface Water Classifications webpaee
2. Does this project comply with the minimum separation requirements for water mains? ®Yes ❑No ❑N/A
➢ If no,please refer to 15A NCAC 18C.0906(f)for documentation requirements and submit a separate document,
signed/sealed by an NC licensed PE,verifying the criteria outlined in that Rule.
3. Does the project comply with separation requirements for wetlands? ❑Yes [-]No ®N/A
➢ Please provide supplementary information identifying the areas of non-conformance.
➢ See the Division's draft separation requirements for situations where separation cannot be met.
➢ No variance is required if the alternative design criteria specified is utilized in design and construction.
4. Is the project located in a river basin subject to any State buffer rules? ❑Yes Basin name: ®No
If yes,does the project comply with setbacks found in the river basin rules per 15A NCAC 02B .0200? ❑Yes ❑No
➢ This includes Trout Buffered Streams per 15A NCAC 213.0202
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.0 I 05(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 permits(erosion
and sedimentation control plans,stormwater management plans,etc.).
7. Does this project include any sewer collection lines that are deemed"high-priority?" ❑Yes ®No
Per 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

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X. CERTIFICATIONS:
I. Does the submitted system comply with 15A NCAC 02T, the Minimum Design Criteria for the Permitting of Pump Stations
and Force ?vlains(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 nroiects requiring a variance approval may be subject to longer
review times. For projects requirine 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� Q
I, 1�L �SS ,attest that this application for r�'1{�ym tmblmew
(Professional Engineer's name from Application Item 1II.1.) (Project Name from Application Item IIA)
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans,
specifications,engineering calculations,and all other supporting documentation to the best of my knowledge. I further
attest that to the best of my knowledge the proposed design has been prepared in accordance with the applicable regulations,
Minimum Design Criteria for Gravity Sewers(latest version), 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)
... .... .. ....... ...... ............ _........
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North Carolina Professional Engineers seal,signature,and date: A,9(5
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051879
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3. Applicant's Certification per 15A NCAC 02T.0106(b): "'I'll i t 1 t t t```
Paul M. Weeks 3r. P.E. Elizabeth Landing
I, ,attest that this application for
(Signature Authority Name from Application Item I.3.) (Project Name from Application Item II.1)
attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge.
I understand that if all required parts of this application are not completed and that if all required supporting documentation
and attachments are not included, this application package is subject to being returned as incomplete. I understand that any
discharge of wastewater from this non-discharge system to surface waters or the land will result in an immediate enforcement
action that may include civil penalties,injunctive relief,and/or criminal prosecution. I will make no claim against the Division
of Water Resources should a condition of this permit be violated. I also understand that if all required parts of this application
package are not completed and that if all required supporting information and attachments are not included, this application
package will be returned to me as incomplete.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed$10,000 as well as civil penalties up to$25,000 per violation.
DocuSigned by:
PaU At. Wuks Jr. P.f. 7/16/2024
Signature: sec39e666784489 Date:
FORM: FTA 10-23 Page 5 of 5

llur ,Ivia CIIYCIupa Ill,raUol,ICV'LVVM-40�.Y'ML.JYOLY0,7L.7JJOfG
• State of North Carolina
AUG 19 2024 Department of Environmental Quality
Division of Water Resources
Ni
DIWR Ln' Regiona
I Flow Tracking for Sewer Extension Applications
Division of Water Resources (FTSE 10-23)
Application Number: FT-381
Entity Requesting Allocation: Ulty of Nantord
Project Name for which flow is being requested:Elizabeth Landing
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 wastewaterJlow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility name: Big Buffalo Wastewater Treatment Plant
b. WWTP Facility Permit#: NCO024147
All flows are in MGD
c. WWTP facility permitted flow: 12.0000
d. Estimated obligated flow not yet tributary to the WWTP: 2.05943
e. WWTP facility's actual average flow: 4.02800
f. Total flow for this specific request: 0.04230
g. Total actual and obligated flows to the facility: 6.12973
h. Percent of permitted flow used: 51%
H. Complete this section for each pump station you are responsible for along the route of this proposed
List pump stations located between the project connection point and the WWTP.
(A) (B) (C) (D)=(B+C) (E)=(A-D)
Pump Pump Firm Design Approx, Obligated, Total Current Available
Station Station Capacity, Average Current Not Yet Flow Plus Capacity,
(Name or Permit Daily Flow' Avg.Daily Tributary Obligated
Number) Number I.:..., n Flow Dailv Flow. Flow
MGD MGD MGD MCD MGD MGD
#NIA #N/A #N.A WA #N A #N A #WA
#N/A #N/A WA W A #N A #N A #N,,'A
#NIA #N/A #N.A #N.A #N A #N A #N+A
#NIA #N/A W A W A #N:A W A #N,,'A
1.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.
2.Design Average Flow is the firm capacity of the pump station divided by the peaking factor(pf)not
less than 2.5,per Section 2.02(A)(4)(c)of the Minimum Design Criteria.
3.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 S 0.
Downstream Facility Name(Sewer): City of Sanford Collection System
Downstream Permit Number: WQCS00047
Ill. Certification Statement
I, Paul Weeks,Jr. PE, certify to the best of my knowledge that the addition of the volume of
Page 1 of 6 FTSE 10-23

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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.
DocuSigned by:
pau( M.. has ,fir. P.f..
BBC39E666784489 07/16/24
Signing Official Signature Date
Executive Director of Utilites
Title of Sighing Official
Page 2 of 6 FTSE 10-23

TIMMONS GROUP
YOUR VISION ACHIEVED THROUGH OURS
PROJECT NARRATIVE
Project Name: Elizabeth Landing
Location: Carbonton Road,Sanford,Lee County,NC
Owners: James E Allen,LLC
5000 Falls of Neuse Road,Suite 100 ^
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Raleigh,NC 27609 n
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Developer: JSJ Builders Inc. Z
1135 Robeson Street
Fayetteville,NC 28305
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Consultant: Timmons Group °C
5410 Trinity Road,Suite 102 N
Raleigh,NC 27607
Phone: [phone] v
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PROJECT DESCRIPTION AND NARRATIVE: va
The proposed project is located within the City of Sanford on the north side of Carbonton Road °C
(NC 42) west of Petty Road. The scope of this project will include the construction of a total of
188 three-bedroom townhomes on 27.42 acres. The project is anticipated to generate 225 gallons
per day (gpd) of wastewater flows per townhome unit (75 gpd/bedroom) for a total ~
development flow rate of 42,300 gpd.
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The proposed Elizabeth Landing gravity sanitary sewer system will consist of approximately
6,058 LF of 8" PVC pipe. The proposed system will connect to an existing City of Sanford 8"
gravity sewer line north of project along Patterson Creek. From there, it will flow to the Big o
Buffalo Wastewater Treatment Plant(NC0024147).
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The proposed project does not require coverage/authorization under a 404 r
Nationwide/individual permits or 401 Water Quality Certification.
V
The new gravity sanitary sewer system will be owned, operated,and maintained by the City of
Sanford.
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Streams & Creeks
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Resources: NCDEQ Surface Water GIS Data, ESRI Base 0 500 1,000 yright:G 2013 National
Map-USA Topo Maps,Timmons Group Design Data IFeet graphic Society, i-cubed
ELIZABETH LANDING •'•0'••
USGS TOPO MAP TIMMONSDG^ROUP
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SANFORD, LEE COUNTY, NC August 14, 2021

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TIMMONS GROUP
YOUR VISION ACHIEVED THROUGH OURS.
TRANSMITTAL
TO: NCDEQ DWR- Raleigh Regional Office Date: 08/15/2024 Job #: 48870
3800 Barrett Drive Project: Elizabeth Landinq
Raleigh, NC 27609 Reference:
ATTN: SS Fast Track Permitting personnel Copies Sent To:
® ENCLOSED PLEASE FIND:
❑ WE ARE SENDING UNDER SEPARATE COVER: N
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COPIES DATE NUMBER DESCRIPTION
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1 1 Fast Track Sewer Application (Ind. Flow Acceptance Form/
Certification Statement
1 2 Check for $600 JSJ Development Check No. 3397 N
1 3 Project Narrative
1 4 USGS To o Ma
1 5 Aerial Vicinity Ma
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THESE ITEMS ARE TRANSMITTED:
If enclosures are not as noted, please notify us at once. Ln
COMMENTS:
Feel free to contact me with any questions at 984-222-1613 or @ clay.oliver@timmons_com.
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Thank you, Zn
Clay Oliver, PE
Project Manager
SIGNED: °C
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134 Outlook
[External] RE: Elizabeth Landing—Additional Information Request
From Clay Oliver <[e-mail]>
Date Wed 9/25/2024 2:30 PM
To Pasha,Tanvir <[e-mail]>
Cc Tyler Cross <[e-mail]>; Dexter Howell <[e-mail]>
0 1 attachments (488 KB)
Elizabeth Landing FTA 10-23 20240925.pdf;
You don't often get email from [e-mail]. Learn why this is important
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Message button located on your Outlook menu bar on the Home tab.
Tanvir,
Please find attached the Elizabeth Landing FTA revised per the comments in your September 16, 2024
email below. Responses to your comments are also below in red text. Let me know if you have any
questions or need anything else for approval.
Best regards,
Clay
Clay D. Oliver, PE
Project Manager
TIMMONS GROUP I http://www.timmons.com
5410 Trinity Rd., Suite 102 1 Raleigh, NC 27607
Office: 984.222.1613 1 Fax: [phone]
Mobile: [phone] [e-mail]
Your Vision Achieved Through Ours
To send me files greater than 20MB click here .
From:Tyler Cross<[e-mail]>
Sent: Monday, September 16, 2024 2:33 PM
To: Clay Oliver<[e-mail]>; Dexter Howell <[e-mail]>
Subject: FW: Elizabeth Landing_Additional Information Request
See below for Elizabeth Landing FTA.
Thank you,
Tyler

Tyler Cross, PE
Sr. Project Engineer
TIMMONS GROUP I www.timmons.com
5410 Trinity Road, Suite 102 1 Raleigh, NC 27607
Office: 919.532.3271 1 Fax: [phone]
[e-mail]
Your Vision Achieved Through Ours
From: Pasha,Tanvir<[e-mail]>
Sent: Monday, September 16, 2024 2:28 PM
To: Paul Weeks<[e-mail]>
Cc:Tyler Cross<t [e-mail]>
Subject: Elizabeth Landing—Additional Information Request
CAUTION:This email originated from outside of the organization. Do not click links or open attachments unless you
recognize the sender and know the content is safe.
Hello Paul and Tyler,
After reviewing the Fast Track Sewer System Extension Application for Elizabeth Landing, additional information
is required in order to further process the application. Please provide the following information by
10/15/2024, 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. This is not an ARPA funded project.
2. Paul's contact information needs to be updated in the FTA. Contact information has been
updated.
3. Is the owner information correct in section IV and section V of the FTA? Confirmed owner
information is correct in section IV and section V with Paul Weeks, City of Sanford, Executive
Director of Utilities.
4. Section V1.8 of the FTA missing required information. Missing information has been added.
5. Section X.2 missing PE signature with required information and seal. Please submit the updated
FTA appropriate information. Section X.2 has been completed.
6. Just to clarify again with the ownership of the WQCS00047, please double check question 3 and
FTSE section Il. Confirmed with Paul Weeks that the owner information is correct.
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
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]
e:,iiil Q-E
NORTH CAROLINA
Department 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.