WQ0042450_Application (FTSE)_20240913

State of North Carolina
DWRNC Department of Environmental Quality Department of Environmental Quality
August 16 2024 Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources Raleigh Regional Office FTA 10-23 & SUPPORTING DOCUMENTATION
WQ0042450 MOD
Application Number. (to be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: Johnston County (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 C Farmer per 15A NCAC 02T .0106(b)
Title: Director of Public Utilities
4. Applicant's mailing address: PO Box 2263 Additional Info Rec. September 19, 2024
City: Smithfield State: NC Zip: 27577-
5. Applicant's contact information:
Phone number: [phone] Email Address: [e-mail]
I1. PROJECT INFORMATION:
1. Project name: Wilson's Walk (FKA Stalling) Station, Cole Road Tract)
2. Application/Project status: ❑ Proposed (New Permit) ® Existing Permit/Project ❑ ARPA funded
If a modification, provide the existing permit number: WQ0042450 and issued date: 5/11/2021,
For modifications, also attach a detailed narrative description as described in Item G of the checklist.
If new construction, but part of a master plan, provide the existing permit number: WQ00
3. County where project is located: Johnston
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.58833' Longitude:-78.41994'
5. Parcel ID (if applicable): 05106025, 05106025A. 05106025B (or Parcel ID to closest downstream sewer)
111. CONSULTANT INFORMATION:
1. Professional Engineer: Wesley Barnes License Number: 56811
Firm: Bateman Civil Survey Company
Mailing address: 2524 Reliance Avenue
City: Apex State: NC Zip: 27539-
Phone number: 919) 577-1080 Email Address: engineering{(�.batemancivilsurvey com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: CJCRWWTF/210 WWTF Permit Number: 0030716
Owner Name: Johnston County NCO030716
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s): WQ0041093
2. Downstream (Receiving) Sewer Information: 8 inch N Gravity ❑ Force Main
3. System Wide Collection System Permit Number(s) (if applicable): WQCS00060
Owner Name(s): Johnston County
FORM: FTA 10-23 Pagel 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 Aggreement (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 0 % Commercial 0 % Industrial (See I5A NCAC 02T.0103(20))
If Industrial, is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Has a flow reduction been approved under 15A NCAC 02T .01 14(t)? ❑ Yes ® No
➢ If Yes, provide a coin of flow reduction approval letter with this applicailon
7. Summarize wastewater generated by project:
LIMM,
Establishment Type (see 02T.0114(f))
Daily Design Flow','
No. of Units
Flow
Residential Owned Townhomes (2 BR)
150 gal/day
94
14,100 GPD
Residential Owned Single Family
225 gal/day
146
32,850 GPD
Existing Residential Owned Townhomes (21BR)
160 gal/day
28
4,480 GPD
Existing Residential Owned Single Family
240 gal/day
55
13,200 GPD
Existing Residential Owned Townhomes (31BR)
240 gal/day
27
6,480 GPD
gal/
GPD
Total
71,110 GPD
a See 15A NCAC 02T .01 14(b), (d), (e)(i) and (e)(2) for caveats to wastewater design flow rates (i.e. proposed unknown
non-residential development uses; public access facilities located near high public use areas; and residential property
located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined in 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: 46,950 GPD (per 15A NCAC 02T .01 14 and G.S. 143-215.1)
➢ Do not include future flows or previously permitted allocations
If permitted now 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
9,565
PVC
8
1,352
DIP
➢ 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: ° 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 2.01 C.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 021.0305(f) & (a)? ® 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)
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-1 waters of Class I or
Class II impounded reservoirs used as a source of drinking water, and associated wetlands.
100 feet
**Waters classified WS (except WS-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(_) 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 webpa-e
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/scaled by an NC licensed PE, verifying the criteria outlined in that Rule.
3. Does the project comply with separation requirements for wetlands? ® Yes ❑ No ❑ N/A
➢ Please provide supplementary information identifying the areas of non-conformance.
➢ See the Division's draft separation requirements for situations where separation cannot be met.
➢ No variance is required if the alternative design criteria specified is utilized in design and construction.
4. Is the project located in a river basin subject to any State buffer rules? ® Yes Basin name: Neuse ❑ No
If yes, does the project comply with setbacks found in the river basin rules per 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.0105(c)(6), directly related environmental permits or certification applications must be being prepared,
have been applied for, or have been obtained. Issuance of this permit is contingent on issuance of dependent permits (erosion
and sedimentation control plans, stormwater management plans, etc.).
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 vroiects requiring a variance approval may be subject to longer
review times For projects requiring two or more variances or where the variance is determined by the Division to be a
significant portion of the proiect, the full technical review is required.
Professional Engineer's Certification: l _
I,y " e,S 1� K %, mes , attest that this application for W 115on s V " / A I ' {( 1
(Professional Engineer's name from Application Item III.1.) (Project Name from Application Item 11.1)
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans,
specifications, engineering calculations, and all other supporting documentation to the best of my knowledge. I further
attest that to the best of my knowledge the proposed design has been prepared in accordance with the applicable regulations,
Minimum Design Criteria for Gravity Sewers (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 1 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 143-215.6B, 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. 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)
North Carolina Professional Engineer's seal, signature, and date: +'+CAR
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3. Applicant's Certification per 15A NCAC 02T .0106(b):
I, L C,_Fa w,ltr , attest that this application for W-A'juRc, ,
(Signature Authority Name I?om Application Item 1.3.) (Project Name from Application Item 11.1)
attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge.
I understand that if all required parts of this application are not completed and that if all required supporting documentation
and attachments are not included, this application package is subject to being returned as incomplete. I understand that any
discharge of wastewater from this non -discharge system to surface waters or the land will result in an immediate enforcement
action that may include civil penalties, injunctive relief, and/or criminal prosecution. I will make no claim against the Division
of Water Resources should a condition of this permit be violated. I also understand that if all required parts of this application
package are not completed and that if all required supporting information and attachments are not included, this application
package will be returned to me as incomplete.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
Signature:
Date: 6 k- la �
FORM: FTA 10-23 Page 5 of 5

rDiVISIOTI of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: Johnston County
Project Name for which flow is being requested: Wilson's Walk (FKA Stalling Station)
More than one FTSE may be requiredfor a single project if the owner of the WWTP is not responsible for all pump
stations along the route of the proposed wastewater flow.
L Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: 210 WWTP - Outfall 2
b. WWTP Facility Permit #: NCO030716
All flows are in MGD
c. WWTP facility's permitted flow
4
d. Estimated obligated flow not yet tributary to the WWTP
0.8558 to be diverted
e. WWTP facility's actual avg. flow
1.469 *Estimated
f. Total flow for this specific request
0.04695 (0.0242 previous)
g. Total actual and obligated flows to the facility
2.3248
h. Percent of permitted flow used
37% existing, 58% with
paper
I1. 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 Pump Average Approx.
Not Yet Total Current
Station Station Firm Daily Flow** Current
Tributary Flow Plus
(Name or Permit Capacity, * (Firm / pf), Avg. Daily
Daily Flow, Obligated
Available
Number) No. MGD MGD Flow, MGD
MGD Flow
Capacity***
Olive
41093 1.116 0.4464 0.005
0.0688 0.0738
0.3726
Reedy 42510 12.096 4.8384 1.4691 * 0.8558 2.3249 2.5135
* The Firm Capacity (design flow) of any pump station is defined as the maximum pumped flow
that can be achieved with the largest pump taken out of service.
** Design Average Daily Flow is the firm capacity of the pump station divided by a peaking factor
(pf) not less than 2.5, per Section 2.02(A)(4)(c) of the Minimum Design Criteria.
*** A Planning Assessment Addendum shall be attached for each pump station located
between the project connection point and the WWTP where the Available Capacity is < 0.
Downstream Facility Name (Sewer): Olive Branch Subdivision
Downstream Permit Number: WQ0041093
Page 1 of 6
FTSE 10-18

III. Certification Statement:
I Chandra C. Farmer, PE . certify to the best of my knowledge that the addition of
the volume of wastewater to be permitted in this project has been evaluated along the route to the receiving
wastewater treatment facility and that the flow from this project is not anticipated to cause any capacity
related sanitary sewer overflows or overburden any downstream pump station en route to the receiving
treatment plant under normal circumstances, given the implementation of the planned improvements
identified in the planning assessment where applicable. This analysis has been performed in accordance
with local established policies and procedures using the best available data. This certification applies to
those items listed above in Sections I and II plus all attached planning assessment addendums for which I
am the responsible party. Signature of this form certifies that the receiving collection system or treatment
works has adequate capacity to transport and treat the proposed new wastewater.
Signing Official Signature Date
Q,%Vc\,Cy- 4 UI1h\Xf.s
Title of Signing Official
Page 2 of 6
FTSE 10-18

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,••• BCSC
BATEMAN CML SUnVEY COMPANY
2524 Reliance Avenue
Apex, North Carolina 27539
TO: NCDEQ-DWR
Raleigh Regional Office. WQS
3800 Barrett Drive
Raleigh, NC 27609
DATE: July 31, 2024
RE: Wilson's Walk Subdivsion — Fast Track Sewer Application
1492 Cole Road, Wilson's Mill, Johnston County, NC
Site Information
Approximately 78 AC
To Whom It May Concern:
Phone; 919.577.1080
:[e-mail]
AUG 16 hZ4
Please find the enclosed application, plans and supporting documentation for the Wilson's Walk Subdivision for your review and
approval. Please note that this project has an approved permit (WQ0042450 dated May 11,2021). This is a modification adding
additional flow to the project.
With the approved permit, 10,917 linear feet of 8 inch gravity sewer to serve 28 two -bedroom townhomes 55 three -bedroom
single family homes, and 27 three -bedroom townhomes was approved. The approved flow for this permit is 24.160 gallons per
day. The approved permit did not include the entire subdivision due to Johnston County not having enough sewer capacity.
Ashton Woods has reached out to Johnston County to confirm that there is now additional capacity to permit the remained of the
project.
This modification is the permit flow for the remainder of the subdivision. This will serve 94 two -bedroom townhomes and 146
three-bedfroom single family homes. The wastewater generated by this modification will be 46,950 gallons per day. Service flow
is based on 75 GPD per bedroom. No additional sewer pipe is being added to this modification.
If you require additional information to complete the review and approval for this project, please contact me by phone or email
using the information below.
Kind Regards,
Wesley K. Barnes Jr., PE
Civil Engineering & Land Development
P: 919.577.1080
[e-mail]

9/24/24, 1:12 PM
Mail - Pasha, Tanvir - Outlook
I - Outlook
RE: [External] RE: Wilson's Walk (FKA Stalling Station, Cole Road Tract) -Additional Information
Request
From Engineering <[e-mail]>
Date Thu 9/19/2024 10:19 AM
To Pasha, Tanvir <[e-mail]>; Engineering <[e-mail]>
Cc Grissinger, Tim <[e-mail]>
4 attachments (30 MB)
Aerial Off -Site.pdf, Aerial Site.pdf, Wilson's Walk FTA & FTSE Signed.pdf; USGS Topo Map.pdf;
CAUTION: External email. Do not click links or open attachments unless verified. Report suspicious emails with the Report
Message button located on your Outlook menu bar on the Home tab.
Good Morning Tanvir,
Please see the attached revised application, usgs topo map, and aerial maps.
Thanks,
Kenric Barnes, PE
Project Manager
phone: [phone] EXT 106
fax: [phone]
f in
BC SC
•,
GATEMAN CIVIL SURVEY COMPANY
2524 Reliance Avenue, Apex
27539, NC, US
www.batemancivilsurvey.com
From: Pasha, Tanvir <[e-mail]>
Sent: Wednesday, September 18, 2024 1:39 PM
To: Engineering <[e-mail]>
Subject: Re: [External] RE: Wilson's Walk (FKA Stalling Station, Cole Road Tract) —Additional Information Request
You don't often get email from tanvir.pasha cede .nc.gov. Learn why this is important
You can email to this thread.
Thanks
A B M "Tanvir" Pasha (he/him)
Environmental Engineer
Division of Water Resources — Raleigh Regional Office
https://outlook.office.com/mail/inbox/id/AAQkAGQ3ZGU4M2U4LTY2ZTUtNDhiMC04MGIyLTg2ZjEl NGVIMjk4MwAQAB9MgAmUP1tGrD07xoNYdC8%... 1/4

9/24/24, 1:12 PM Mail - Pasha, Tanvir - Outlook
North Carolina Department of Environmental Quality
3800 Barrett Drive, Raleigh, NC 27609
Office: 919-791-4250; Cell: 984-202-3390
[e-mail]
t: -r D_E
NORTH CAROLINA
Department of Environmental Quality
From: Engineering <[e-mail]>
Sent: Wednesday, September 18, 2024 9:43 AM
To: Pasha, Tanvir <tanvir.pasha deq.nc.gov>
Subject: [External] RE: Wilson's Walk (FKA Stalling Station, Cole Road Tract)_Additional Information Request
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Good Morning Tanvir,
We will get these items taken care of. Does the resubmittal have to be hard copy or can it be emailed to
you?
Thanks,
Kenric Barnes, PE
Project Manager
phone: [phone] EXT 106
fax: [phone]
# in
B C S C
BATEMAN CIVIL SURVEY COMPANY
2524 Reliance Avenue, Apex
27539, NC, US
www.batemancivilsurvey.com
From: Pasha, Tanvir <tanvir.pasha @deq.nc.gov>
Sent: Monday, September 16, 2024 2:14 PM
To: chandra.farmer(@johnstonnc.com
Cc: Engineering <[e-mail]>; Rudy Wells <rudy.wells johnstonnc.com>
Subject: Wilson's Walk (FKA Stalling Station, Cole Road Tract)_Additional Information Request
You don't often get email from tanvir.pasha Gr dea.nc.g2v. Learn why this is important
Hello Chandra and Wesley,
After reviewing the Fast Track Sewer System Extension Application for Wilson's Walk (FKA Stalling Station, Cole
Road Tract), 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.
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9/24/24, 1:12 PM
Mail - Pasha, Tanvir - Outlook
1. FTA Page 2, Section V1.7 should list all the establishments associated with the project. You need to
specify whether each establishment is existing or new, alongside the establishment type, and
show the flow in the table. Keep V1.8 as it is. If the flow follows the previous/new rule, you can
simply include a note with the new rule.
2. Table VII of the FTA is missing all the existing gravity sewers. Although you are only requesting that
the flow remain unchanged in the infrastructure, all applications are treated as complete and must
include all components, even if it is a modification.
3. Your maps features are quite small and unreadable. According to Section F of the Application
Instructions, an 8.5-inch x 11-inch color copy of a USGS Topographic Map and an aerial map
should be included with the application. The maps need 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. Please provide the
required maps according to the application requirements.
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
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9/24/24, 1:12 PM
Mail - Pasha, Tanvir - Outlook
North Carolina Department of Environmental Quality
3800 Barrett Drive, Raleigh, NC 27609
Office: 919-791-4250; Cell: 984-202-3390
[e-mail]
t: -r D_E
NORTH CAROLINA
Department of Environmental Quality
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.
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