WQ0045552_Return Application_20240813

Returned on 08/13/24, incomplete/no additional info received
State of North Carolina
Department of Environmental Quality
DWR Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 10-23 &SUPPORTING DOCUMENTATION
Application Number; OaN=4c completed by DWR)
All items inust be completed or'the application will be returned
1. APPLICANT INFORMATION:
I. Applicant's narne7 Johnston County(company,municipality, FIOA,utility,etc.)
2. Applicant type. ❑ Individual ❑Corporation ❑General Partnership ❑ Privately-Owned Public Utility
❑ Fedcral ®State/County ❑ Municipal ❑Other
3. Signature authority's name:Chandra C. Farmer, PE per I SA NCAC 02T 01l)6 h
Title: Director of Utilities
4. Applicant's mailing address: PO Box 2263 Of16miromenwQtw
City,Smithfield State:NC Zip:27577- �C
5. Applicant's contact information: ,J(JJq 17 2024
Phone number (919)989-N75 Email Address. Chandra.farmerf�i,iohnstonne.cotiI
11. PROJECT INFORMATION: R�e1 Regjo QalCe
1 Project name: Southerland Mills- Phase 1 &2
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:Johnston
4. Approximate Coordinates(Decimal Degrees): Latitude: 35.6055' Longitude:-78.35139'
5. Parcel ID(if applicable): 169701-57-0173(or Parcel ID to closest downstream sewer)
Ill. CONSULTANT INFORMATION:
1. Professional Engineer: Anthony E. Mills License Number 039280
Firm:Shenandoah Homes LLC D-0428}
Mailing address: 4112 Blue Ridge Road.Suite 210
City: Raleigh State: NC Zip:27612-
Phone number:[phone] Email Address:andyAshenandoalihomes.us
IV. WASTEWATER TREATMENT FACILITY(WWTF) INFORMATION:
I. Facility Name:Central Johnston County Regional Wastewater Facility Permit Number NCO030716
Owner Name: Johnston Co nt
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1, Permit Number(s):WQ
2. Downstream(Receiving)Sewer information: 6 inch D Gravity ® Force Main
3. System Wide Collection System Permit Numbers)(if applicable): WQCS00060
Owner Name(s): Johnston County
FORM: FTA 10-23 Page I of 5

Vl. GENERAL REQUIREMENTS
I. 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 is sold,has a DLvc!o Nr'S Omational Agreement(FORM:D Vl been attached?
❑Yes [-] No ®N/A
3. If the Applicant is a HomclProperty Owners'Association,has an I IOAlPOA Operational Agreement(FORM: WA)and
supplementary documentation as required by 15A NCAC 02T.01 I S(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(Sec 15A NCAC 021'-0_103(20'i)
If Industrial,is there a Pretreatment Program in effect?❑Yes[]No
6. Has a flow reduction been approved under 15A NCAC'021: Al 14(f)? ® Yes ❑No
If yes,provide a copy of flow reduction approval letter with this application
7. Summarize wastewater generated by project:
Establishment Type(see 021'.0114(Q) Daily Design Flow a,n No.of Units Flow
Residential 262.5 gal/day 208 54,600 GPD
Public Access Restroom/Swimming Pool 3920 ga'+day l 3920 GPD
gal/ GPD
gal/ GPD
gall GPD
gal/ GPD
Total 58,520 GPD
a See 15A NCAC 021- .01 14tbl,(d).(.e)(l)and(QJ 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 cast 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 021.01 141 shall be
determined using available flow data,water using fixtures,occupancy or operation patterns,and other measured data.
8. Wastewater generated by project: 58,520 GPD(per 1 SA NCAC 021' 01 14 and G.5 143_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 timcfranie 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: rTA 10-23 Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable)-02T.0305& NIDC(Graviily Scwcrs :
1. Summarize gravity sewer to be permitted:
Size(inches) Length(feet) Material
8 11,660 PVC
➢ Section 11& III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
➢ Section III contains information related to minnnum slopes for gravity sewcr(s)
➢ Oversizing lines to meet minimum slope requirements is not allowed and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA(If Applicable)—021 .0305& NIDC Pura i 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 Plump 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.Lb. ❑Grinder Pump ❑ Mechanical Bar Screen ❑Other(please specify)
G. Power reliability in accordance with 15A NCAC 021'.0305(li)(I
❑ 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 timeframcs,shall be provided
as part of this permit application in the case of a multiple station power outage.
FORM: F"I'A 10-23 Page 3 of 5

t
Ix. SETBACKS& SEPARATIONS—(02B.0200 & 15A NCAC 02T.0305(f)):
l. Does the project comply with all separations/alternatives found in I SA NCAC 62T .0305i 1)& tu)? ® Yes ❑No
15A NCAC 021'.0305 contains minimum scipamfions.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 ovcr 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 i 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 SR 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 cats 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(t)or(b),see Section X.I of this application
*15.A NCAC 021'.0.305fg)contains alternatives where separations in 021A305(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 Nil t4r Classifications webu.tee
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
Y Please provide supplementary information identifying the areas of non-conformance.
Y Sec 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 NCnC 02.R.,02001 ® Yes ❑ No
> This includes Trout Buffered Streams per 15A NCAC 213,0202
5. Does the project require coverage/authorization under a 404 Nation wi de/in dividual permits ® Yes ❑ No
or 401 Water Quality Certifications?
Y Please provide the permit number/permitting status in the cover letter if coverage/authorization is required.
6. Does project comply with!LA NCAC 02T 0105(cXG)(additional permits/certifications)? ®Yes ❑No
Per 15A 14CAC 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.).
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.
Y 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:
I. Does the submitted system comply with I SA NCAC U2'f,the Nlininnrm I)esisn Criteria for the Permsttina of Pump Station,
and force Mains/latest version),and the(irgvdv Sewer M�)icnutn Desittn 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. Al)nroval of the request will be issued
concurrently with the a0l2roval of the permit, and nrolects re uirin a variance ammoval may be sub ect to lonizei
review times.For proiects requiring two or more variances or where the variance is determined by the Division to be a
significant )or•tion of the prooect,the full technical review is required.
2. Professional Engineer's Certification:
1, Andy E. Mills, PE ,attest that this application for Southerland Mills- Phase 1 & 2
(Professional Engineer's name tiom Application Item 111.1 ) (Project Name from Application Item ti 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. t further
attest that to the best of my knowledge the proposed design has been prepared in accordance with the applicable regulations,
Mininnnn Dcsiup C'rileria for Gravity Sgwers[latest v�r�iortj,and the 141inimuttr_IhsilUi Criteria for the Fast-'i'rack Permilline
of Pump Stations and Force►vlains(latest vw.iy�. 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)
„IJII IIUIp,,,,,
North Carolina Professional Engineer's seal,signature,and da
a SEAL
039280
.....-_JI�,r,I/JIJfIJll ll ll:llll `r !
3. Applicant's Certification per 15A NCAC 02T.0106(b):
1, Chandra C. Farmer, PE ,attest that this application for Southerlana Mills - Phase 1 & 2
(Signature Authority Name from Application item 1.3.) (Project Name from Application Item if.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. l 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. 1 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.GA and 43 15.613, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a Fine not to exceed$10,000 as well as civil penalties up to$25,000 per violation.
Signature: A 'ti Date:
FORM:FTA 10-23 Page 5 of 5

NBC Dept of i;nv,ronmenW Quality
State of North Carolina
Department of Environmental Quality
Division of Water Resources
DWR
Division of Water Resources Flow Tracking for Sewer Extension Applications
Raleigh Reglotla�O ce (FTSE 10-18)
Entity Requesting Allocation: Johnston County
Project Name for which flow is being requested: Southerland Mills -Ph 1&2
More than one FTSE nray be required for a single project!f lire owner of the WWTP is not responsible for all prunp
stations along the route of the proposed waste►vater flow.
1. 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 Pei mit#: NCO030716
All flows are in MGD
c. WWTP facility's permitted flow 4
d. Estimated obligated flow not yet tributary to the WWTP 0.8426 to be diverted
e. WWTP facility's actual avg. flow 2.0044
f. Total flow for this specific request 0.05852
g. Total actual and obligated flows to the facility 2.9055
h. Percent of permitted flow used 50%existing, 73% with
paper
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
Average Approx. Obligated, Total
Pump Daily Current Not Yet Current
Pump Station Station Firm Flow** Avg. Daily Tributary Flow Plus
(Name or Permit Capacity,* (Firm/pf), Flow, Daily Flow, Obligated Available
Number) No. MGD MGD MGD MGD Flow Capacity***
Southerland TBD 0.288 0.1152 0 0,05852 0.05852 0.05668
Wtlson's 5898mod 1.440 0.5760 0.1515 0.2332 0.3846 0.1914
Reedy 42510 12.096 4.8384 2.0044* 0.8210 2.2901 2.5483
*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): Southerland Mills -PS &FM
Page I of 6
FTSE 10-18

Downstream Permit Number: TBD
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 11 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
M�16(d 0-� a��
Title of Signing Official
Page 2 of 6
FTS1; 10-18

Re: [External] FW: Southerland Mills - Phase 1 & 2-Additional Information Request
Pasha, Tanvir <[e-mail]>
Tue 8/13/2024 4:12 PM
To:Doug Lawrie <[e-mail]>
Cc:Mason Johnston <[e-mail]>;[e-mail] <[e-mail]>;Chandra
Farmer <[e-mail]>;Dina Bakatsias <[e-mail]>;[e-mail]
<[e-mail]>
Dear Chandra, Doug, and Anthony,
Emails were sent on June 26, 2024, indicating that additional information was needed for the Sotherland Mills
- Phase 1 & 2 project in order to further process the applications for a Fast Track Sewer Extension Permits. As
of today's date, the Division of Water Resources has not received all of the additional information requested
for these projects, therefore, in accordance with 15A NCAC 02T .0107, the project application is
being returned as incomplete. If you wish to pursue permitting for this project, please submit a
completed application accompanied by a new application fee.
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 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)).
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]
tc�.��D
NORTH CAROLINA
Department of Environmental Quality
From: Pasha, Tanvir<[e-mail]>
Sent: Friday, August 2, 2024 11:38 AM
To: Doug Lawrie <doug@shenandoah homes.us>
Cc: Mason Johnston <[e-mail]>; [e-mail]
<[e-mail]>; Chandra Farmer<[e-mail]>; Dina Bakatsias

<[e-mail]>; [e-mail] <[e-mail]>
Subject: Re: [External] FW: Southerland Mills - Phase 1 & 2—Additional Information Request
Hi Doug,
Thanks for letting me know about the change. Please move forward with your new engineer. Consultant can
response to these questions and resubmit this application by Monday 12, 2024.
Tanvir
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]
,it......�g000x-mmw D— E—
NORTH CAROLINA 7.� Q
Department of Environmental Quality
From: Doug Lawrie <doug@shenandoah homes.us>
Sent: Thursday, August 1, 2024 6:40 PM
To: Pasha, Tanvir<[e-mail]>
Cc: Mason Johnston <[e-mail]>; [e-mail]
<[e-mail]>; Chandra Farmer<[e-mail]>; Dina Bakatsias
<[e-mail]>; [e-mail] <[e-mail]>
Subject: [External] FW: Southerland Mills - Phase 1 & 2—Additional Information Request
You don't often get email from [e-mail]. Learn why this is important
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.
Tanvir,
Thank you for your email regarding the permit for Southerland Mills. Unfortunately, Andy and Curtis
(engineers) are no longer working with us on this project. We just hired a new engineer, Mike
Johnson (cc'd), but today is his first day.
Can you clarify if this request should be responded to by Johnston County or the engineer? If our
engineer, can you please grant us an extension since Mike is not yet familiar with this project?
Thank you for your consideration.
Doug Lawrie

Shenandoah Homes/ Capital Grading
4112 Blue Ridge Road
Suite 210
Raleigh, NC 27612
919-746-6048
[e-mail]
From: Dina Bakatsias <[e-mail]>
Sent: Thursday, August 1, 2024 3:30 PM
To: Doug Lawrie <doug@shenandoah homes.us>; Mike Johnston <[e-mail]>
Subject: Fwd: Southerland Mills - Phase 1 & 2—Additional Information Request
Just passing the below email along. Can someone reply to them.
---------- Forwarded message ---------
From: Pasha, Tanvir <tanvir.pasha @deq.nc.gov>
Date: Thu, Aug 1 , 2024 at 2:36 PM
Subject: Re: Southerland Mills - Phase 1 & 2_Additional Information Request
To: [e-mail] <[e-mail]>
Cc: [e-mail] <andy-@shenandoah homes.us>,
[e-mail] <curtis@shenandoah homes.us>
Good Afternoon Everyone,
We have been waiting for a response regarding the above-mentioned application, and it has now been over 30
days. Please provide the required documents by Monday, August 5, 2024 EOB, or we will return this
application.
Thanks
Tanvir
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]
D E Q
NORTH CAROLINA :Am k,��
Department of Environmental Quality
From: Pasha, Tanvir
Sent: Wednesday, June 26, 2024 2:37 PM

To: [e-mail] <[e-mail]>
Cc: and y-@shenandoah homes.us <[e-mail]>; [e-mail]
<curtis@shenandoah homes.us>
Subject: Southerland Mills - Phase 1 & 2—Additional Information Request
Hello Chandra and Anthony,
After reviewing the Fast Track Sewer System Extension Application for Southerland Mills - Phase 1 & 2,
additional information is required in order to further process the application. Please provide the following
information by 07 25 24, 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. Your application package is missing Section B and Section F of the "Instructions for Form FTA
10-23 & Supporting Documentation." Please ensure that you provide adequate information as
detailed in the instruction.
3. Section V1.6 of the FTA was checked 'yes'; however, no flow reduction document was submitted
with the application. Due to the missing narrative and transmittal, the division was unable to
verify which documents were actually submitted. Pursuant to Section 18.1.(e) of SL 2023-137,
the 75 GPD/BR rate shall apply to all applicable non-discharge permits issued on or
after November 1, 2023. Or else, you need to submit a flow reduction or flow approval
document with the application.
4. Section V1.7 of the FTA should detail the establishment type as per 02T. 0114(f).
5. Sections IX.S and IX.6 of the FTA were checked 'yes'; however, the division did not receive the
required documents.
6. Since no map was submitted, we were unable to determine Section IX.7 of the FTA. Please
confirm whether this project includes any sewer collection lines deemed "high-priority."
7. Please update the FTSE section I, if there are any changes on section V1.7 of the FTA.
8. As this permit requires Southerland Mills PS & FM certification prior to accept any flow, a
special condition will be provided upon issuance.
9. Did you submit the Final/partial Engineering certificate for WQ0042510? If not, a special
condition will apply stating that this permit cannot accept flow until the other pump station is
certified.

10. Did you submit the Final/partial Engineering certificate for WQ0005898 MOD? If not, a special
condition will apply stating that this permit cannot accept flow until the other pump station is
certified.
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 has 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]
D- 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.
Dina Bakatsias Clark
CFO
Shenandoah Homes/Capital Properties/Capital Grading
www.shenandoahhomes.us