WQ0044061_Application (FTSE)_20230117

NC Dept of Environmental Quality
State of North Carolina
Department of Environmental Quality
DWR JAN 17 2023 Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources Raleigh Regional Office FTA 06-21 & SUPPORTING DOCUMENTATION
Application Number::00 We 1a 1. be completed by DWRI
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: Johnston Counly Public Utilities (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ® Stale/County ❑ Municipal ❑ Other
3. Signature authority's name: Chandra Farmer PE per 15A NCAC 02T& 0
Title: Director of Public Utilities
4. Applicant's mailing address: 309 E. Market Street
City: Smithfield State: NC Zip: 27577-
5. Applicant's contact information:
Phone number; 9( 1�) 8999-5075 Email Address: chandra.farmer( iohnstoanc.com
II. PROJECT INFORMATION:
1. Project name: Food Lion
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project
If a modification, provide the existing permit number: WQ00T_ and issued dale:
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: 35.614181' Longitude:-78.543260'
III. Parcel ID (if applicable): 163700-69-0035/163700-58-8844/163700-58-9644/163700-58-8454 (or Parcel ID to closest
downstream sewer)
IV. CONSULTANT INFORMATION:
I . Professional Engineer: Matt Lowder License Number: 240A
Firm: Bowman North Carolina, Ltd.
Mailing address: 4006 Barrett Drive, Suite 104
City: Raleigh State: NC Zip: 27609-
Phone number: 9�) 553-6570 Email Address:.mlowder(@bowman.com
V. WASTEWATER TREATMENT FACILITY (W WTF) INFORMATION:
1. Facility Name: Central Johnston County Regional Wastewater Treatment FacilifX Permit Number: NCO030716
Owner Name: Johnston County
VI, RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s): WQ0041777
2. Downstream (Receiving) Sewer Information: 8 inch 19, Gravity © Force Main
3. System Wide Collection System Permit Number(s) (if applicable): WQCS00060
FORM: FTA 06-21 Page I of 5

Division of Water Resources
Owner Name(s): Johnston Countv
State of North Carolina
Department of Environmental Quality
Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 06-21 & SUPPORTING DOCUMENTATION
FORM: FTA 06-21 Page 2 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 Dcvclo er's Operational Agrecment (FORM: DFV) been attached?
❑ Yes ❑ No ® NIA
3. If the Applicant is a Home/Property Owners' Association, has an HOA/POA 0 crational Ae reement IFORM: HOA ] and
supplementary documentation as required by 15A NCAC 02T.01 I5(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 I day care ❑ Medical / dental I veterinary facilities ❑ Swimming Pool/Clubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming Pool/Filter Backwash
❑ Businesses 1 offices / factories ❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater: % Domestic % Commercial 100 % Industrial (Soc 15A NCAt ' 02-T .0103 (201)
If Industrial, is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Hasa flow reduction been approved under 15A- -AAC 02T _01141f1? [:]Yes ®No
➢ If yes, provide a copy of flow reduction approval letter with this auulication
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(f))
Daily Design Flow 10
No. of Units
Flow
Stores and shopping centers w/o food
service
100 gal/1000 sf
36,920
3,692 GPD
gav
GPD
gal/
GPD
gal/
GPD
gav
GPD
gaY
GPD
Total
3,692 GPD
a See LMLKAC kW,01 I4 ft (4 felf (JmdLa2) for caveats to wastewater design flow rates (i.e., minimum flow per
dwelling; proposed unknown non-residential develnpment 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. 42Al.
b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified (in table 15A NCACO2T,01141 shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 3,692 GPD (per 15A NC AC 02T ,01141
➢ 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 06-21 Page 3 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 42T A38 & N DC fGravlt)- Sews s]:
1. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
8" 588 PVC (C-900)
➢ Section 11 & 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 StationslPorce Mains :
PROVIDE A SEPARATE COPY OF THIS PAGE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name:
2. Approximate Cnnrdinates (Decimal Degrees): Latitude: 0 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 nut 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 Putnp ❑ Mechanical Bar Screen ❑ Other (please specify)
6. Power reliability in accordance with ISA MCA 02T .0305(hlt I l:
❑ Standby power source or ❑ Standby pump
➢ Must have autcmatic activation and telemetry - 15A NCAC 02T-0305(h)(1)(13)_
➢ 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 sourr.e 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 06-21 Page 4 of 5

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(f)):
1. Does the project comply with all separations/alternatives found in 15A NC.'AC Ull _U305 && W ? ® 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)
l8 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-1 or WS-V), B, SA, ORW, HQW, or SB from normal
high water (or tide elevation) and wetlands associated with these waters (see item 1X.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 QLQ�.=gLUJ see Section X.1 of this application
*15A NCAC 02T.0305fa) contains alternatives where separations in 02T,0305(t) cannot he 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 webpaU
2. Does this project comply with the minimum separation requirements for water mains? ® Yes ❑ No ❑ NIA
➢ 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 ® NIA
D Please provide supplementary information identifying the areas of non-conformance.
➢ See the Division's draft separation reouirein rms 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 I SA NCAC 02B -0200? ® Yes ❑ No
➢ This includes Trout Buffered Streams per 15A )4 A ,M.
5. Does the project require coverage/authorization under a 404 Nadonwide/individual permits ❑ Yes ® No
or 401 Water Quality Certifications?
A Please provide the permit number/permitting status in the cover letter if coverage/authorization is required.
6. Does project comply with 15A NUAC 02T.0105(ei[lrr3 (additional permits/certification)? ® Yes ❑ No
Per 15A NCAC 02T_0105(c)(61, directly related environmental permits or certification applications must be being prepared,
have been applied for, or have been obtained. Issuance of this permit is contingent on issuance of dependent permits (erosion
and sedimentation control plans, stormwater management plans, etc.).
7. Does this project include any sewer collection lines that are deemed "high -priority?" ❑ Yes ® No
Per 15A NC &Q 0. 2T.0402, "high -priority sewer" means any aerial sewer, sewer contacting surface waters,
siphon, or sewers positioned parallel to streambanks that arc 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 06-21 Page 5 of 5

X. CERTIFICATIONS:
Does the submitted system comply with 15A NCAC 02T, the Minimum De •i 7n Crilotia for Site Pemtiltil , of A t Statio_ns
and Foicc Mains (lates(version), and lite Gm% It3• SctveL'nimtuu D ' i n Criteria Isles[ {°crsion) as applicable?
® Yes ❑ No
If rto. for projects requiring a single variance. complete and submit the Variance/Alternalive Design Request application
(VADC 10-14) and supporting documents for review to the Central Office. Annroval of the request will he Ittated
2. Professional Engineer's Cerufication-
1, Matt Lowder , attest that lids application for Fod L e o r,
(professional Engineers none from Application Item 111.1.) (Project Natne from Application ltcm 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 knosledgee. I further
attest that to lite best of my knowledge die proposed design has been prepared in aocordance with the applicable regulations,
for Gar v cwcrl;�l�slyprtiotp}, and the MWmum Design Criteria fpr the Past -Track permiltinq
of QttgMains flat vein). Although other professionals may have developed certain portions of tads
submittal package, inclusion of these waterials under my signature and seal signifies that 1 have reviewed (ids material and
have judged it to be consistent with tile 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 perviolation. Misrepresentation of the application
information, including failure to disclose any design non-coinplianoe with the applicable Rules and design criteria, may subject
the North Carolina -licensed Professional Engineer to referral to the licensing board. (21 NCAC 5.119r741)
tir iti vtt'i'(7
North Carolina Professional Engineer s seal, signature, and date: ,�* : • • ,one. � '�.
¢ n i
24�A1, s
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y _r�r"'111Etts1{{{
Applicanlls Certification per 15A NCAC 02T .0106(b):
1, fin(}�( f �C . LMg Ir_ _ . attest that lids application for F L
(Signature Amhority NameTrom Application !tent 13) (Project Name front Application item fl.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 lids non-discliarge system to surface {eaters or the land will resull 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 Inds permit be violated. 1 also understand that if all required parts of this application
package am not completed and that if all required supporting Information and attachments are not included, lids application
package will be returned to me as incomplete.
NOTE In accordance wilh General Statutes 143.21�AA and 143-215.613, an), person who knowingly makes an). false
statement, mpresentation, or certification in any application package shall be guilty of a Class 2 misdemeanor. which inay
include a fine not to exceed $10,000 as hell as civil penalties up to $25.000 per violation.
Signature. �- Date 1,23Q as
FORM FTA 06-21 Page 6 of 5

NC Dept of Environmental Quality
State of North Carolina
y� _ T p{{1. JF❑ N 1J }I { i Department of Environmental Quality
Division of Water Resources
i)MsIoi ,„ kk f,.r. IU-,t,,,r, + . Raleigh Regional CVK Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: Johnston Coun
Project Name for which flow is being requested: Food Lion
More Man one FTSE stay be required for a single project if Noe owner of floe WWTP is riot responsible for all puntp
stations along the roule of fire proposed waste,pater flow.
1. Complete this section only if you are the owner of the wastewater treatment plant.
a. W WTP Facility Name: _Central Johnston County W WTP
b. W WTP Facility Permit #: NCO030716
c. W WTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the WWTP
e. WWTP facility's actual avg. flow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
All flotps are in MGD
9.5
2.551
6.741
0.0037
9.2960
71 actual, 97.9 w/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 W WTP:
(A)
(0)
(C)
(D)—(B+C)
(E)- -(A-D)
Design
Average
Approx.
Obligated,
Total
Pump Pump
Daily
Current
Not Yet
Current Flow
Station station Firm
Flow`*
Avg. Daily
Tributary
Plus
(Name or Permit Capacky, *
(Fuxn / pt),
Flow,
Daily Flow,
Obligated
Available
Number) No. MGD
MGD
MGD
MGD
Flow
Capacity***
Swift 39606Mod 1.764
0.7056
0.3756
0.4265
0.6542
0.0514
Jospephine 28867Mod 3.384
1.3536
0.8908
0.5282
1.4189
(0.0653)
Landfill 20340 1.9296
1.6718
1.1128
0.8134
1.9262
(0.2544) _
* 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 t 0.
Downstream Facility Name (Sewer): Ford Property Retail
Downstream Permit Number: WQ0041777
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 now 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.
Signalw-e
Title of Signing
ae
Page 2 of 6
Dale
FTSE 10-18

PLANNING ASSESSMENT ADDENDUM (PAA)
Submit a planning assessment addendum for each pump station listed in Section II where Available Capacity is
0.
Pump Station (Name or Number):
Given that:
a. The proportion and amount of Obligated, Not Yet Tributary Daily Flow (C) accounts for
39 % and 0.528 MGD of the Available Capacity (E) in Pump Station
Josephine _; and that
b. The rate of activation of this obligated, not yet tributary capacity is currently approximately
0.2 MGD per year; and that
c. A funded Capital Project that will provide the required planned capacity, namely
Annandale Phase 2-3 is in design or under construction with
planned completion in early 2023 ; and/or
d. The following applies:
Annandale Phase 2-3 will divert flow from the Heritage Farm WWPS allowing the station
to be adandoned. Flow that now reaches the Josephine WWPS (WQ0028867mod)
will be diverted to the Remmin ton WWPS WQ0039590 via gravity, This will reduce
the actual flow load to the Josephine WWPS by an average daily flow of 0.0155 MGD
and the paper flow by 0.0109 MGD. A second project under design will also divert flow
from the Cleveland K-S WQ0017118 to the Remmington Station. This will reduce
the actual flow load to the Josephine WWPS by an additional 0.0204 MGD in ADF.
A third project to divert flow from the Austin Pond I WWPS (WQOO I 6432mod) to the
Town of Clayton is under design. This will allow the County to send up to 0.6 MGD of
flow the Town of Clayton._ This will immediately send 0.0738 MGD of actual flow and
0.204 MGD of paper flow to the Town and out of the Swift Creek and Josephine WWPSs.
Therefore:
Given reasonably expected conditions and planning information, there is sufficient justification to allow
this flow to be permitted, without a significant likelihood of over -allocating capacity in the system
infrastructure.
I understand that this does not relieve the collection system owner from complying with G.S. 143-
215.67(a) which prohibits the introduction of any waste in excess of the capacity of the waste disposal
system.
Signing Official Signature
Date
Page 3 of 6
FTSE 10-18
In

PLANNING ASSESSMENT ADDENDUM (PAA)
Submit a planning assessment addendum for each pump station listed in Section II where Available Capacity is <
0.
Pump Station (Name or Number):
Given that:
a. The proportion and amount of Obligated, Not Yet Tributary Daily Flow (C) accounts for
49 % and 0.8134 MOD of the Available Capacity (E) in Pump Station
Landfill EQ ; and that
b. The rate of activation of this obligated, not yet tributary capacity is currently approximately
0.3 MGD per year; and that
c. A funded Capital Project that will provide the required planned capacity, namely
Landfill Sewage Pump Station and FM is in design or under construction with
planned completion in late 2023 ; and/or
d. The following applies:
A project is permitted as a modfication to WQ0020340 that will greatly expand the pumping
and storage capacity of this facility. That project is underconstruction and is expected to
be complete well before the amount of 2aper flow converted to actual flow reaches
the current capacity of the station.
Therefore:
Given reasonably expected conditions and planning information, there is sufficient justification to allow
this flow to be permitted, without a significant likelihood of over. -allocating capacity in the system
infrastructure.
I understand that this does not relieve the collection system owner from complying with Cr.S. 143-
215.67(a) which prohibits the introduction of any waste in excess of the capacity of the waste disposal
system.
Signing Official Signature
lal3o�a-
Date
Page 3 of 6
FTSF 1 f}-1 R

TABLE OF CONTENTS
OVERVIEW
APPLICATION FEE
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION (FORM: FTA 06 21)
FLOW TRACKING FOR SEWER EXTENSION APPLICATION (FORM: USE 10 18)
SITE MAPS
OVERVIEW
Johnston County is requesting a Sanitary Sewer permit for the Food Lion project on
NC Highway 42 in Johnston County. The system will be a Gravity Sewer system
comprised of 588 LF of 8" PVC (C-900). The system will have a daily design flow of
3,692 GPD at 100 gal/1000 sf.

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Fast Track Sewer System Extension Application
(FTA 06-21) Cover Letter
January 16, 2025
Food Lion
___ NC Highway 42
Johnston County
Prepared for:
Raleigh North Development, LLC
1004 Wake Forest Rd
Raleigh, NC 27604
[phone]
[e-mail]
Prepared by:
Bowman North Carolina, Ltd.
4006 Barrett Drive, Suite 104
Raleigh, NC 27609
[phone]
Firm#F-1445
Bowman

4006 Barrett Drive, Suite 104
an
NC Dept of Environmentai Quality Raleigh, North Carolina, 27609
BowmTEL [phone]
JAN17203
Transmittal
Raleigh Regional Office
Date: January 16, 2023 Job Number. 220009-01-001
Project Name: Food Lion
To: NCDEQ - Raleigh Regional Office
Water Quality Section
3800 Barrett Drive
Raleigh, NC 27609
919-791-4200
1f'e are sending these by
❑ U.S. Mail ❑ UPS ® Hand Delivery
❑ Other
M,'e are sending you
❑ Attached ❑ Under separate cover via the following Reins:
❑ Shop drawings ® Prints Plans ❑ Samples ❑ Specifications ❑ Change Orders
❑ Other
Cnnip.S i)ntB Aln_ l)escrinfinn
2
Application (1 original and 1 copy) FTA 06-21
2
Cover Letter
2
FTSE 10-18
1
Fee ($480 payable to NCDEQ)
2
8.5"x 11" topo map
2
Street level aerial map
These are transmitted as checked below:
❑ For your use ❑ Approved w submitted ❑ Re,.ubmit ❑ Copies for approval
❑ As requested ❑ Approved as noted ❑ Submit ❑ Copies for distribution
® For review and comment ❑ Returned for corrections ❑ Return ❑ Corrected prints
Remarks: Private Sy stem
Copy to: Signed:
Carlo Pardo, PE