WQ0045549_Return Application_20240813

Returned on 08/13/24-1 incomplete/no additional information received
State of North Carolina
Department of Environmental Quality
DWR Divisioito Water Resources
FAST TRACK SEWER SYSTEM EXTENS LICATION
Division of Water Resources F''I A 10-23&SUPPORTING DOC[ TATION
Application Numbcr: WQOO i(SYY1{i<,be completed by DWR �//�/ f 4/5�� 1� P
All items must be completed or the application will be returned
L APPLICANT INFORMATION:
I. Applicant's name: Johnston County(company,municipality,HOA,utility,etc.) OCr
2. Applicant type: ❑ Individual ❑Corporation ❑ General Partnership ❑ Privately-Owned Public Utility
❑ Federal ®State;County ❑ Municipal ❑Other
3. Signature authority's name: Chandra C. Farmer, PE per 15A NCA('.02T.010O(b)
Title: Director of Utilities
4 Applicant's mailing address PO Box 2263
City: Smithfield State: NC Zip: 27577-_
5. App'icant's contact information:
Phone number: (919)989-_5075 Email Address: cliandra.farmer a,iohnstonnacom
II. PROJECT INFORMATION:
1. Project name: Southerland Mills-Pump Station&Forcemain
2, Application;Projcct status: ® Proposed(New Permit) ❑ Existing Pcrmit/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)
III. CONSULTANT INFORMATION:
1. Professional Engineer AnthonyE 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: andyPshenandoahhomes.us
IV. WASTEWATER TREATMENT FACILITY(WWTF)INFORMATION:
I. Facility Name: Central Johnston County Regional Wastewater Facility Permit Number: NCO030716
Owner Name Johnston County
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
I Permit Numher(s):WQ0034726
2 Downstream(Receiving)Sewer Information: 8 inch N Gravity O Force Main
3, System Wide Collection System Permit Number(s)(if applicable): WQCS00060
Owner Namc(s):Johnston County
FORM: FTA 10-23 Page I of5

Vl. GENERAL REQUIRCMENTS
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 be sold,has a[hvelo�er's Operational Agrce�tt n tfORM: D[V)been attached;?
❑ Yes [:] No ® N/A
3 [(the Applicant is a Home/Property Owners'Association,has an}IOA POA Operational Agreement t FORM: HUA)and
supplementary documentation as required by 15A NCAC 02T.01 15(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 caic ❑ 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 i 5A NCAC 02 f.0103(20))
If Industrial,is there a Pretreatment Program in effect?❑ Yes❑No
6 Has d flow reduction been approved under I SA N(;AC 02T.Ol 14(f)? ® Yes ❑No
If yes,provide a covy of flow reduction auvroval letter with this application
7 Summarize wastewater generated by project:
Establishment Type(see 02T.0114(f)) Daily Design Flow a''' No.of Units Flow
gal' GPD
gal/ GPD
gall GPD
gal/ GPD
gal/ GPD
gal/ GPD
Total GPD
a Sec 15A NCAC 02T ,0114(b)_(d)..(cX I)and(cM2) 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 Q.S.42A-4).
b Per I SA NCAC 02T.0I 14(c),design flow rates for establishmenis not identified[in table 15•A NC-AC 02T. 1 141 shall be
determined using available flow data,water using, fixtures,occupancy or operation patterns,and other measured data.
8. Wastewater generated by project: 0 GPD(per I SA NCAC 02T.01 14 and G.S. 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 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):
F'OitM: FTA 10-23 Page 2 of 5

Vll. GRAVITY SEWER DF,SIGN CRITERIA(If Applicable)-02T.0305& NIDC(Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size(inches) Length(feet) Material
➢ Section II& III of the MDC for Permitting of Gravity Scwers contains information related to design criteria
➢ Section HI contains information related to minimum slopes for gravity scwer(s)
➢ Oversizing lines to meet minimum slope requirements is not allowed and a violation of the MDC
VI[1. PUMP STATION DESIGN CRITERIA(If Applicable)—02T.0305& MDC Pum)Stations.Force 1Nains :
PROVIDE A SEPARATE COPY OF TIIIS PAGE FOR FACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name: Southerland Mills Pump Station
2. Approximate Coordinates(Decimal Degrees) Latitude: 35.6088" Longitude:-78.3437"
3. Total number of pumps at the pump station: 2
3. Design flow of the pump station: .288 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): 200 gallons per minute(GPM)at 175 feet total dynamic head(TDH)
5. Summarize the force main to be permitted(for this Pump Station):
Size(inches) Length(feet) Material
6" 10,670 C900
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.1.b. ❑Grinder Pump ❑ Mechanical Bar Screcn ❑Other(please specify)
6. Power reliability in accordance with 15A NCAC 02T.0305( W 0:
® Standby power source or ❑ Standby pump
➢ Must have automatic activation and telemetry- 15A NCAC 02T.0305(h)(l)(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(lie pump station has an average daily now less than 15,000 gallons per day 15A NCACO2T.0305(h)(1)(C):
❑ Portable power source with manual activation,quick-connection receptacle and telemetry-
a'
❑ Portable pumping unit with plugged emergency pump connection and telemetry:
➢ Include documentation that(lie 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 tinieframes,shall be provided
as part of this permit application in the case of a multiple station power outage.
FORM: F'rA 10-23 Page 3 of 5

IX. SETBACKS &SEPARATIONS--(02B.0200 & 15A NCAC 02T.0305(i)):
Does the project comply with all separations/alternatives found in I SA NCAC 02T.0305((3,Ugf? ® Yes [—] No
SA NCAC 02T 0305 contains minmium separations that shaJ be provided for sc Wet'systems:
Setback Parameter* Separation Required
Storm sewers and other utilities not listed below(vertical) 18 inches
'Water mains(vertical -water over server preferred,including in benched trenches) 18 inches
"Water mains(horizontal) 10 feet
Reclaimed water Imes(vertical - reclaimed over sewer) 18 inches
Reclaimed water lines(horizontal -reclaimed over sewer) 2 feel
**Any private or public water supply source, including any wells,WS-1 waters of Class I or
Class If 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 fi•om 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 Ircigl,.t 10 feet
Drainage systems and interceptor drains 5 feet
Any swinunvng pools 10 feet
Final earth grade(vertical) 36 inches
Y If noncompliance with 02TA105(f)or(&I see Section X.I of this application
*I5A NCAC 02T.0'1. 0S(al 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 Waif (iassifications wrhpabc
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 sri)aration 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: Neese ❑No
If yes,does the project comply with setbacks found in the river basin rules per ISA NCAC 02B.0200? ®Yes ❑No
D This includes Trout Buffered Streams per I SA NCAC 213.0202
5. Does the project require coverage/authorization under a 404 Nationwide/individual permits ® Yes ❑ No
or 401 Watcr 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 02I'0� !OS(c(1)(additional permits/certifications)? ® Yes ❑ No
Per I SA NCAC 02TA 105(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 I SA 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:
I. Does the submitted system comply with 51 A N AC 02T, the Minimum Design Criteria for the Permitlintt of Luma Statists
an rcc Mains(latest version).and the avit e+ysr Minnnum Design Criteria Oates)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 germit. and Prolects rectuiringy a variance approval may be subject to longer
review times.For nrooects requiring hvo or more variances or where the variance is determined by the Division to be it
sienl icant portion of the nroicet,time full technical review is required
2. Professional Engineer's Certification:
1, Andy E. Mills, PE ,attest that this application for Southerland Mil's-Pump Station&Forcema n
(Professional Engineer's name From Application Item 111.1 ) (Project Name from Appficatiar Ilem It.1)
fins 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 Grayi3Y Scwo (la(est versic+ti),and the Minimum Design C}itefia fist,the Fast-I rock Permitting
of Pump Stations.and Force Mains(latest vg jolt). 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 143.215.6B, 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 desi n criteria,may subject
the North Carolina-licensed Professional Engineer to referral to the licensing board 1 NCA 7 )
..... ........ ........
..;
North Carolina Professional Engineer's seal,signature,and date �p�1 Inn)ppi, 3 A a
i = SEA). r
sk
..�039200 -- i
IVY E­
3. Applicant's Certification per 15A NCAC 02T.0106(b): Illrrllllr rl'kr11�„``
1, Chandra C. Farmer, PE ,attest that this application for Southerland Mills-pump Station& Forcemain
(Signature Aulhority Name from Application lrem 13} (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. 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;6A and 143.215.OQ, 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.
iA
Signature: c Date:
FORM:FTA 10-23 Page 5 of 5

r•V! e .
I
i . .�11Nz716
24 State of North Carolina
"4e Department of Environmental Quality
RI49b DW &V W nAw Division of Water Resources
Dlvisloit 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: Southerland Mills- PS &FM
More than one FTSE)nay be required for a single project if the owner of the WWTP is not responsible for all punip
stations along the route of the proposed tvastewrrter 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 Permit 4: NCO030716
All flows are in MGD
c. WWTP facility's permitted flow 4
d. Estimated Obligated flow not yet tributary to the WWTP 0.8192 to be diverted
e. WWTP facility's actual avg. flow 2.0044
f. Total flow for this specific request 0.0
g. Total actual and obligated flows to the facility 2.8470
h. Percent of permitted flow used 50%existing, 71.2%with
paper
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) (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***
Wilson's 0.1746
„jfnl, 5898mod 1.440 0.5760 0.1515 0.3261 0.2450
Reedy 42510 12,096 4.8384 2.0044* 0.81924 2.8237 2.0147
*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
(pi)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): First Baptist Missonary Chinch
Downstream Permit Number: WQ0034726
Page l of 6
FTSE 10-18

111. 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 Signatut[re'� Date
T tle of Signing Official
Page 2 of 6
FTSE 10-18

Re: Southerland Mills - Pump Station & Forcemain_Additional Information Request
Pasha, Tanvir <[e-mail]>
Tue 8/13/2024 4:12 PM
To:[e-mail] <[e-mail]>;Doug Lawrie <[e-mail]>
Cc:[e-mail] <[e-mail]>;[e-mail]
<[e-mail]>;Mason Johnston <[e-mail]>;[e-mail]
<[e-mail]>;Dina Bakatsias <[e-mail]>;Rudy Wells <[e-mail]>
Dear Chandra, Doug, and Anthony,
Emails were sent on June 26, 2024, indicating that additional information was needed for the Sotherland Mills
- Pump Station & Forcemain 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: Thursday, August 1, 2024 2:38 PM
To: [e-mail] <[e-mail]>
Cc: [e-mail] <andy@shenandoah homes.us>; [e-mail]

<curtis@shenandoah homes.us>
Subject: Re: Southerland Mills - Pump Station & Forcemain—Additional Information Request
Good Afternoon Everyone,
We have been waiting for a response regarding the above-mentioned application, and it has now been over 30
days. We only received the updated FTSE. 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]
NORTH CAROLINAAE
Department of Environmental Quality
From: Pasha, Tanvir
Sent: Wednesday, June 26, 2024 2:37 PM
To: [e-mail] <[e-mail]>
Cc: andy@shenandoah homes.us <[e-mail]>; [e-mail]
<curtis@shenandoah homes.us>
Subject: Southerland Mills - Pump Station & Forcemain—Additional Information Request
Hello Chandra and Anthony,
After reviewing the Fast Track Sewer System Extension Application for Southerland Mills - Pump
Station & Forcemain, additional information is required in order to further process the application.
Please provide the following information by 07125124, 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.
4. Although this is a 'zero' flow request, additional information for section V1.7 is required to
understand the type of flow.
5. Section V1.8 of the FTA requires supplementary information to support the "zero flow" cause.
Please include this in your narrative.
6. Sections IX.S and IX.6 of the FTA were checked 'yes'; however, the division did not receive the
required documents.
7. 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."
8. Sections I.g and I.h were calculated incorrectly. Please follow the instructions provided.
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 [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:,o- D7..�E
NORTH CAROLINA
Department of Environmental Quality