WQ0038666_Application (FTSE)_20211112

0
II. PROJECT INFORMATION:
State of North Carolina
Department of Environmental Quality
DWR Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 04-16 & SUPPORTING DOCUMENTATION
'1 c
Application Number. 1X Vyy 66 h_ (to be completed by DWR}
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All items must be completed or the a Fication will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: JOHNSTON COUNTY PUBLIC UTILITIES (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 P.E. per 15A NCAC 1061 h)
Title: DIRECTOR OF UTILITIES
4. Applicant's mailing address- 309 E. MARKET STREET
City: SMITHFIELD State: NC Zip: 27577- NC Dept of Env'
5. Applicant's contact information: troAmentai QU811t
Phone number: [phone] Email Address: MIKE.KEEN A.JOHNSTONNC.COM NOV 12 2021
CHANDRA.FARM J HNSTONN .COVI
Raleigh Regional Office
I . Project name- NORRIS ROAD TRACT
2. Application/Project status: ❑ Proposed (New Permit) ® Existing Permit(Project
If a modification, provide the existing permit number: WQ00216_66 and issued date: 9/16/2016
If new construction but part of a master plan, provide the existing permit number: WQ00
3. County where project is located: JQHNSTON
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.573182' Longitude:-78.475809°
S. Parcel ID (if applicable): 05GO4199K
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: S14AYNE LEATHERS License Number: 027388
Firm: BATEMAN CIVIL SURVEY COMPANY
Mailing address: 2524 RELIANCE AVENUE
City: APEX State: NC Zip: 27539-
Phone number: [phone] Email Address: S LEATFIERS@BATEMANCIVILSURVEY C M
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: CENTRAL JOHNSTON COUNTY REGIONAL WASTEWATER FACILITY Permit Number: NCO030716
Owner Name: JOHNSTON COUNTY
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQ Downstream (Receiving) Sewer Size: 20 inch
Svstern W Idc Col Sysmm P=ilN i le : WQCS00060
Owner Name(s): JOHNSTON COUNTY PUBLIC UTILITIES
FORM: FTA 04-16
Page 1 of 5

VI. GENERAL REQUIREMENTS
1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
❑ Yes ❑No ®NIA
2. If the Applicant is a Developer of lots to be sold, has a Vev ]ems QVCTaUVrkal rrc_n,ent 1fQ_R;M. V ibeen attached?
❑ Yes ❑No SMA
3. If the Applicant is a I A mcnE IFORM HaAabeen attached?
[:)Yes ❑No ®NIA
4. Origin of wastewater: (check all that apply):
Residential Owned ❑ Retail (stores, centers, malls) ❑ Car Wash
❑ Residential Leased ❑ Retail with food preparation/service ❑ Hotel and/or Motels
Z 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 % DomesticlCommercial _ .-.-% Commercial
% Industrial (Scc l5A NC AC 021 .01QIQQ} NC Dept of Environmental G}
bIs there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Has a flow reduction been approved under I SA NC: AC 02 T .0114E #7? ❑ Yes ® No NOV 12 2
➢ II yes, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project: Ralei9-h Regional Offs{
Establishment Type (see 02T.0I 144tn)
Daily Design Flow'"
No. of Units
Flow
SINGLE FAMILY RESIDENCE
(PROPOSED
240 gal/UNIT
168
40,560 GPD
SWIFT CREEK MIDDLE SCHOOL
(EXISTING)
15 gal/STUDENT
810
12,150 GPD
gay
GPD
gall
GPD
gal/
GPD
gay
GPD
Total
52,710 GPD
a See ! 5A NCAC 02T .0114tb1. ldl. 1.011 1Md fe1A21 for caveats to wastewater design flow rates (i.e., minimum flow per
dwelling; proposed unknown non-residential development uses; public access facilities located near high public use areas;
and residential property located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined
in G.S. 42A-4).
b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table I SA NCAC 02T.0 I shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 40.800 GPD (per t5a NC AC 027�.0114)
➢ Do not include future flows or previously permitted allocations
If permitted flow is zero, indicate why:
❑ Pump Station or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line
❑ Flow has already been allocated in Permit Number:
❑ Rehabilitation or replacement of existing sewer with no new flow expected
❑ Other (Explain):
FORM; FTA 04-16 Page 2 of 5

VI1. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - ft2T .0305 & MDC Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
8
6941
PVC
8
2114
C900 PVC
8
309
DIP
➢ Section I1 & Ill of the MDC for Permitting of Gravity Sewers contains information related to design criteria
➢ Section [II contains information related to minimum slopes for gravity sewer(s)
➢ Oversizing lines to meet minimum slope requirement is not allowed and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (Pump Stationsl F arce_Moinsl:
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name: 1
2. Approximate Coordinates (Decimal Degrees): Latitude: 35.571663' Longitude:-78.477685'
3. Design flow of the pump station: .041 millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): 180 gallons per minute at 198 feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches)
Length (feet)
Material
6
2962
PVC
6. Power reliability in accordance with 15A NCAC 02T .0305(hkl !:
® Standby power source or pump with 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
Or if the pump station has an average daily flow less than 15,000 gallons per day:
❑ Portable power source with manual activation, quick -connection receptacle and telemetry - 15A NCAC 02T
.0305(h)(1)(C)
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry - I SA NCAC 02T .0305(h)(l)(C):
➢ It shall be demonstrated to the Division that the portable source is owned or contracted by the. applicant (draft agreement)
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
in the case of a multiple station power outage.
FORM: PTA 04-16 Page 4 of 5

IK. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(f)):
C. Does the project comply with all separations found in 1 SA. KAC Q2T .0J05i1)_&.Ji
➢ 15A NCAC 02T.U305(t) contains minimum separations that shall be provided for sewer systems
® Yes ❑ No
Setback Parameter*_.. "" Separation R
Storm sewers and other utilities not listed below (vertical) 24 inches
Water mains (vertical -water over sewer 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 II impounded reservoirs used as a source of drinking water
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 (see item IX.2)
50 feet
"Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches _
Anybuilding foundation
10 feet
_ 5 feet
Any basement _
10 feet
Top slope of embankment or cuts of 2 feet or more vertical heist
Drainage systems and interceptor drains
Any swimminsools
10 feet
5 feet
10 feet
Final earth grade Lvertical)
36 inches
'r 15A NCAC .0 contains alternatives where separations in Q21,03054 cannot be achieved"
➢ "Stream classifications can be identified using the Division's be SurFaee Water Classiiicaunns wcboaEt
➢ If noncompliance with Q T„_0305J) or tat. see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ® Yes ❑ No ❑ NIA
➢ See the Division's drag separation requirements for situations where separation cannot be meet
➢ No variance is required if the alternative design criteria specified is utilized in design and construction
➢ As built documents should reference the location of areas effected
3. Does the project comply with setbacks found in the river basin rules per 15A NCAC 0213 .0200? ® Yes ❑ No ❑ NIA
➢ This would include Trout Buffered Streams per 15A NCAC 2B.0202
4. Does the project require coveragelauthorization under a 404 Nationwide or []Yes ® No
individual permits or 401 Water Quality Certifications?
➢ Information can be obtained from the 401 & Buffer Permittiny Brattch
5. Does project comply with l SA.fwJC:AC 02T.0105(Cl(6) )(additional permits/certifications)? ®Yes ❑ No
Per !! SA ItiCAC 02T.0J 05tc1(h). directly related environmental permits or certification applications are 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.).
6. Does this project include any sewer collection lines that are deemed "high -priority?"
Per 15A NCAC 42T;0402. "high -priority sewer" means "any aerial sewer, sewer contacting surface waters, siphon, or sewer
positioned parallel to streambanks that is subject to erosion that undermines or deteriorates the sewer.
❑ Yes ® No NIA
➢ 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 perm ittee or its representative at least once every six -months and inspections
documented per 15A NCAC 02T.0403(a)(5) or the permitee's individual System -Wide Collection permit.
FORM: FTA 04-16 Page 5 of 5

X. CERTIFICATIONS:
1. Does the submitted system comply with 15A NCAC QZT, the Minimum Degag Criteria for thcy,��Elting of Pumg stations
andk�e .Maids f Law= versionj, and the GravityScw,gr%fiNrpurn Desim O i �Ietwsi Version( as applicable?
® Yes ❑ No
If No, complete and submit the Variance/Alternative Design Request application (VADC 10-14) and supporting documents for
review. Approval of the request is re wired prior to submittal of the Fast'I'rack Application and supporting documents.
2. Professional Engineer's Certification:
I, S LI P. ` L_-e r4 t 0_ (l S _ attest that this application for
(Professional Engineer's name from Application Item 1II.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 fiuther attest that to the best
of my knowledge the proposed design has been prepared in accordance with the applicable regulations, Gravity Sewer
Minimum Design Criteria for Gravity Sewers (latest version), and the Minimum Design Criteria for the Fast -Track Permitting
of Pump Stations and Force Mains (latest version). Although other professionals may have developed certain portions of this
submittal package, inclusion of these materials under my signature and seal signifies that I have reviewed this material and
have judged it to be consistent with the proposed design.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.613, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000, as well as civil penalties up to $25,000 per violation.
North Carolina Professional Engineer's seal, signature, and date: ���� �.kt i CAR
cL SEAL
027388�.
41V1 t4
F j'
3. Applicant's Certification per 15A NCAC 02T .0106(b):
I> , [�1 ►MCL C. , f`(lmt1� , L) ►fe L�GY & kM1J'_I_t_11- 5 attest that this application for
(Signature Authority's name title from Application Item 1.3.)
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-Z1_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:
FORM: FTA 04-16 Page 6 of 5

State of forth Carolina
Department of Environmental Quality
Division of Water Resources
R
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: Norris Road Tract
More than one FTSE may be required for a single project ijthe owner of the WWTP is not responsible for all pump
low
stations along the route of the proposed wastewaterflow.
1. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Central Johnston County WWTP
z
b. WWTP Facility Permit #: NCO030716 _
v
All flows are in MGD
c. WWTP facility's permitted flow 9.5�o'
d. Estimated obligated flow not yet tributary to the WWTP 2.1296
e. WWTP facility's actual avg. flow 7.091
v
f. Total flow for this specific request 0.04710 additional
g. Total actual and obligated flows to the facility 9.2608
h. Percent of permitted flow used 74.6 actual, 97.5 w/pape, r Q
�'
Ic
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 / p0, Avg. Daily Daily Flow, Obligated Available
Number) No. MGD MGD Flow, MGD MGD Flow Capacity***
Landfill Tin20340 1.9296 1.6718 1.1650 0.6590 1.8240 0.1056
* 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 pealang 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): Cleveland Area Connector
Downstream Permit Number: WQ0033718
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
Title of Signing Official
Date
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Page 2 of 6
FTgP 10-1 Q

'••+ BCSC
BATSMAN CML SURVEY COMPANY
2524 Reliance Avenue
Apex, North Carolina 27539
Phone: [phone]
[e-mail]
T0: NCDEO-DWR
Raleigh Regional Off ice- WQS
3800 Barrett Drive
Raleigh, NC 27609
DATE: November 11, 2021
RE: Norris Road Tract— Fast Track Sewer Application e4' °��v'too
Norris Road, Johnston County NCyCA
Site Information �Q tc�a1 O��cc
Approximately 112 20 AC aL ils €
To Whom It May Concern:
Please find the enclosed application, plans and supporting documentation for the Norris Road Tract for your review
and approval.
This project proposes the addition of approximately 169 residential single-family units.
Johnston County Public Utilities was consulted and agreed to the number and types of units to reach an average
daily flow that could be accommodated. The flows, number of units and total daily flow are included on the application
form as required.
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,
S. Shayne Leathers, PE
Civil Engineering & Land Development
P: 919.577.1080
[e-mail]

6; (0 A" " " W"", Aj
DEPARTMENT OF PUBLIC UTILITIES
POST OFFICE BOX 2263
SMITHFIELD, N.C. 27577
[phone]
October 28, 2021
Bateman Civil Survey Company
Mr. S. Shayne Leathers P.E.
2525 Reliance Avenue
Apex, NC 27539
Re: Sewer facilities to Serve the Norris Tract
JC Serial No: 21-013-P
Plan Approval
Dear Mr. Leathers:
This letter is to confirm that the engineering plans and technical specifications have been approved for the sewer
facilities to serve Norris Tract subdivision, Johnston County Serial No. 21-013-P.
Upon completion of the construction or modification, and prior to placing the new construction or modification
into service, the following information must be received and approved by the Johnston County Department of
Utilities:
1. NCDENR approval letter
2. Engineer's certification
3. As -Built drawings sealed by the Engineer
4. Lien waiver from the utility contractor
5. Recorded plat indicating any necessary utility easements
Please have the utility contractor schedule a pre -construction conference with our office prior to the installation
of the sewer distribution facilities. Please be advised that all permits must be received by this office prior to
construction. Contact me at [phone] or [e-mail], if you have any questions or need
additional information.
Sincerely,
I- tY,--- �'/'�
Mike Keen
Utilities Manager
cc: Chandra Coats, PE — Public Utilities Director
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Michael F. Easley, Governor
William G. Ross Jr., Secretary
jNorth Carolina Department of Environment and Natural Resources
p Alan W. Klimek, P.E., Director
Division of Water Quality
May 18, 2005 NC Dept OfFnvironmenta
Timothy Broome, PE, Director of Infrastructure and Engineering NOV Johnston County Public Utilities 2021
PO Box 2263
Smithfield, NC 27577 Raleigh Re
iafona! oft
Subject: Johnston County
Residential Flow Reduction Approval
Johnston County
Dear Mr. Broome:
On February 22, 2005, the Division of Water Quality received a flow reduction request for
residences in Johnston County. The letter requests an allowable flow rate of 80 GPD per residential
bedroom based on the evaluated data for three similar existing subdivisions.
The water use data provided between November 2003 and October 2004 with daily readings
taken during November 2004 Was analyzed by central office and regional office staff with additional
information requested. Based upon this data and the County response to our additional information
requests, the Division hereby approves the use of 80 GPD per residential bedroom, with a minimum
of 160 gpd for one and two bedroom units in all applicable non -discharge permit applications.
Flow shall be incremented by 80/gpd for each bedroom above two. Regardless of the adiusted
desicin daily wastewater flow rate at no time shall the wastewater flows exceed the effluent limits
defined in the NPDES Dermit for the treatment facility or exceed the caoacity of the sewers
downstream of any new sewer extension or service connections . A permit modification and fee is
required to apply this flow reduction to any existing permits where flows have been allocated.
If you have any questions or comments regarding this matter, please contact Marie Doklovic
at [phone] ext. 371.
Sincerely,
Alan W. Klimek, P.E.
cc: Ken Schuster, Raleigh Regional Office
Barry Herzberg, Raleigh Regional Office
Mark McIntire, NPDES East Program
Kimberly Rineer, PE, Johnston County Public Utilities
PERCS Flow Reduction File
One Pretreatment, Emergency Response and Collection Systems Unit Internet hftp:Rh2o.enr.nc.stale.us/ndpu
North Carolina 1617 Mail Service Center, Raleigh, NC 27699-1617 An Equal Opportunity Action Employer
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