WQ0041338_Application (FTSE)_20191205

State of North Carolina
Department of Environmental Quality
DWR Division of Water Resources
I5A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number: Wj?0&1.3315. Ito be completed by MR)
All items must be completed or the application will be returned
1. APPLICANT INFORMATION:
I.
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. Fanner PE per 15A NCA ' 02T .0106(b1
Title: Public Utilities Director
4.
Applicant's mailing address: PO Box 2263
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City: Smithfield State: NC Zip: 27577-,
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5.
Applicant's contact information:
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Phone number: [phone] Email Address: chandra.farmer iohnstonnc.com
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11. PROJECT INFORMATION: Z
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Project name: Neuse Haven Phase 2
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2.
ApplicationlProject status: ® (N Proposed (New Permit
p ) ❑ ]existing Permit/Project
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If a modification, provide the existing permit number: WQ00 _ and issued date:
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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: 35.6569 Longitude:-78.4023'
5.
Parcel ID (if applicable): 16KO5013A
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
I. Professional Engineer: Andrew W. Hodee, PE License Number: 21094
Firm: Adams & Hodge Engineering
Mailing address: 314 E. Main Street
City: Clayton State: NC Zip: 27520-
Phone number: [phone] Email Address: [e-mail]
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
I. Facility Name: Central Johnston Countv_WWTP Permit Number: NCO030716
Owner Name: Johnston County Public Utilities
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
I. Permit Number(s): WQ015826 Downstream (Receiving) Sewer Size: 8 inch
System Wide Collection System Permit Numbers) (if applicable): WQCS00060
Owner Name(s): Johnston Coun
FORM: FTA 04-16 Page 1 of 5

YI. 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 Developer's Operational Agreement (FORM: DEV) been attached?
❑ Yes ❑No ®NIA
3. If the Applicant is a Home/Property Owners' Association has an O erational A reement FORM: HOA been 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
❑ 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 % Commercial
% Industrial ( See 15A NCAC 02T .0103(20))
%Is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Hasa flow reduction been approved under I SA NCAC 02T .0114(f}? ® Yes ❑ No
D If yes, provide a co of flow reduction gporoval letter
7. Summarize ►vasle►vater generated by project:
Establishment Type (see 021.0114(fl}
Daily Design Flow' b
Na. of Units
Flow
12 Triplex Units
80 gal/bedroont
GPD
Three bedroom Units
240 gal/unit/day
8
1,920 GPD
Four bedroom Units
320 gal/unit/day
4
1,280 GAD
gal/
GPD
gal/
GPD
gall
GPD
Tornl
3,200 GPD
a See 15A NCAC 02T .01 14(b). (d). (e)f 1 and (e)(2) 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-41.
b Per 15A NCAC 02T .0I 14(c), design flow rates for establishments not identified [in table .15A NCAC 02T.01141 shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 3.200 GPD (per 15A NCAC 02T .0114)
D 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 sever with no new flow expected
❑ Other (Explain):
FORM: FTA 04-16 Page 2 of 5

Vll. GRAVITY SEINER DESIGN CRITERIA (If Applicable) - 02T.0305 & ,13DC (Grivity Se►ver.%}:
1. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
8 560 PVC
D Section it & Ili 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)
A Oversizing lines to meet minimum slope requirement is not allowed and a violation of the AIDC
VIII. PU1%IP STATION DESIGN CRITERIA (If Applicable)— 02T.0305 & MD(: Vikin ) Stations/Farce Mains
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name:
2. Approximate Coordinates (Decimal Degrees): Latitude: Longitude: -_,
3. Design flow of the pump station: millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): gallons per minute at Feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches) Length (feet) Material
6. Power reliability in accordance with 15A NCAC 02T .0305 h 1):
❑ 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 - 15A NCAC 02T.0305(h)(I)(C):
D 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.
D 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 3 of 5

1X. SETBACKS & SEPARATIONS—(02B.0200 & l5A NCAC 02T.0305(o):
1. Does the project comply with all separations found in 15A NCAC 02T .0305 & ® Yes ❑ No
➢ 15A NCAC 02T.0305 contains minimum se arations that shall be provided for sewers stems:
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below vertical
24 inches
Water mains vertical -water over server 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 ofClass I or
Class If 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
SO feet
**Any olherstream, lake, impoundment, or ground water lowering and surface drainage
ditches
10 feet
AnX building foundation
5 feet
Any basement
10 feet
Top slope of embankment or cuts of 2 feet or more vertical height
10 feet
Drainage systems and interceptor drains
5 feet
Anyswimming pools
10 feet
Final earth grade vertical
36 inches
15A NCAC 02T.0305(g) contains alternatives where separations in 02T.0305(f) cannot be achieved.
➢ "Stream classifications can be identified using the Division's NC Surface Water Classifications weboaee
If noncompliance with 02T.0305(f) or (a), see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ❑ Yes ❑ No ® NIA
Y Seethe Division's draft separation requirements for situations where separation cannot be meet
D No variance is required if the alternative design criteria specified is utilized in design and construction
Y 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 02B .0200? ®Yes [:]No ❑ NIA
D This would include Trout Buffered Streams per 15A NCAC 2B.0202
4. Does the project require coveragetauthorization under a 404 Nationwide or ❑ Yes ® No
individual permits or401 Water Quality Certifications?
D Information can be obtained from the 401 & Buffer Permitting Branch
5. Does project comply with I SA NCAC 02T.0 105 (c)(6) (additional permits/certifications)? ® Yes ❑ No
Per 15A NCAC 02T.0105(c)(6), 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 02T.0402. "high -priority sewer" means "any aerial sewer, sewer contacting surface waters, siphon, or sever
positioned parallel to streambanks that is subject to erosion that undermines or deteriorates the sewer.
❑ Yes ® No ❑ NIA
D 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 permitee's individual System -Wide Collection permit.
FORM: FTA 04-16 Page 4 of 5

X. CERTIFICATIONS:
I. Does the submitted system comply with 15A NCAC 02T, the Iylinin»um Design Criteria for the Permitting of Pump Stations
and Force Mains (latest version), and the Gravity Sewer Minimum Desi n Criteria latest version ns applicable?
® Yes ❑ No
If No, complete and submit the VariancelAhernative Design Request application (VADC 10-14) and supporting documents for
review. Anvroval of the re nest is re uired Prior to submittal of the Fast Track A s lication and supporting documents.
2. Professional Engineer's Certification:
Andrew W. Hodge, PE _ attest that this application for
(Professional Engineer's name from Application Item 111.1.)
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans, specifications,
engineering calculations, and all other supporting documentation to the best of my knowledge. I further attest that to the best
of my knowledge the proposed design has been prepared in accordance with the applicable regulations, 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 seat, signature, and date: �''H )?
SEAL
21094
3. Applicant's Certification per 15A NCAC 02T .0106(b):
I, Chandra C. Farmer. PE - Public Utilities Director attest that this application for
(Signature Authority's name & title from Application [tent I.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 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
Signature: C• c�.n- Date:
FORM: FTA 04-16 Page 5 of 5

NC Dept of Environmental Quality State of North Carolina
Department of Environmental Quality
DEC 5 2019 Division of Water Resources
Division of Water Resources (1� .Tracking for Sewer Extension Applications
Raleigh Reg'lptlal (FTSE 10-18)
Entity Requesting Allocation: Johnston County
Project Name for which flow is being requested: Neuse Haven Phase 2
More than one FTSE stay be required for a single project jthe owner of the HIM Is not responsible for all prnnp
stations along the route of the proposed wastewater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP facility Name: Central Johnston County Regional WW Facility_
b. WWTP Facility Permit M NC 0307I6
c. WWTP 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 flows are in MGD
9.5
2.317
5.841
0.0032
8.161
61.5% actual, 85.9% 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
Finn
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***
Clayton
rr c
009714
0.6480
0.2592
0.0878
0.1878
0.2756
(0.0164)
* 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): Neuse Haven Estates
Downstream Permit Number: WQ 015826
Page 1 of 6
FTSE 10-18

III. Certification Statement:
I Chandra C. Farmer, P.E. 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.
�ate -
Signing Official Signature Date
Title of Signing Official
Page 2 of 6
FTSE 10-18

PLANNING ASSESSMENT ADDENDUM (PAA)
Submit a planning assessment addendum for each pump station listed in Section II where Available Capacity is c
0.
Pump Station (Name or Number):
Given that:
a.' The proportion and amount of Obligated, Not Yet Tributary Daily Flow (C) accounts for
110 % and 0.1714 MOD of the Available Capacity (E) in Pump Station
Clayton K-5 ; and that
b. The rate of activation of this obligated, not yet tributary capacity is currently approximately
0.08 MOD per year; and that
c. A funded Capital Project that will provide the required planned capacity, namely
Clayton K-5 WWPS Upgrade is in design or under construction with
planned completion in 2020-2021 ; andbr
d. The following applies:
Project to u d ade the Cla on K-5 Station is 60% designed and is scheduled to start
construction in the summer of 2020. Depending on pump availability, the ro'ect could take
a ear to com lete.
At an activation rate of 0.8 MGD/year, the available capacity chould not be exceeded prior
to completion of th prqject.
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
1:TSE 10-18

`wArF9oG
Michae. F. Easley, Governor
o�oF
7 William G. Ross Jr„ Secretary
r North Carolina Department of Environment and Natural Resources
-i
Alan W. Kfimek, P.E., Director
10
Division of Water Quality
May 18, 2005
Timothy Broome, PE, Director of Infrastructure and Engineering
Johnston County Public Utilities
PO Box 2263
Smithfield, NC 27577
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
design dail wastewater flow rate at no time shall the wastewater flows exceed the effluent limits
defined in the NPDES vermit for the treatment facility or exceed the capacity of the sewers
downstream of any new sewer extension or service connections . A pet'mit 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 CoJection systems Ur:it Internet hftpllh2o.enr.nastate.us/ndpu
NOrthCar011na 1617 Mail Service Center, Raleigh NC 27599-1617 An Equal Opportunity Action Employer
NR'tla ily Telephone [phone] Fax [phone]% recycled110% post -consumer paper

USGS MAP - NEUSE HAVEN PHASE 2
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EXISTING DOWNSTREAM ��, j' jl,
SEWER PERMIT #015826 ; r' I r� �' 4N4A'HOR��k� }
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on a 8 1/2 x 11 size sheet with no page scaling.) ENGINEERING, PC

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1,Ak&HI ADAMS &. HODGE
ENGINEERING,, PC
December 5, 2019
Ted Cashion 14CDept0fEnvironmenta1 Qualm
NC DWQ
3800 Barrett Dr DEC
Raleigh, North Carolina 27609��5
Subject: Neuse Haven Phase 2 Raleigh Regional Ul't-icc
Wilders Township
Johnston County
Please find attached one original and one copy of the following:
1. Complete Fast Track Application for Gravity Sewers, Pump Stations, and Forcemains
(Form FTA 04-16), signed by Engineer & County
2. $480.00 Check for Application Fee
3. Flow Tracking/Acceptance for Sewer Extension (Form FTSE 10-18)
4. USGS Quad Map showing approximate site location
5. Street Level Map
Proiect Narrative:
Neuse Haven Phase 2 will have 12 new triplex units, 8 of which will be three bedroom units and 4 will be
four bedroom units, and +/-5601f of new 8" gravity sewer. Requested flow is 3,200 GPD. The project will
flow to an existing public gravity system owned and maintained by Johnston County. The flow will end
up at the Central Johnston County WWTP permit NC0030716.
If you have any questions or comments, please give me a call at 919-369-1938 or email to
andrewrr,adamsandhod e.com .
Sincerely,
Andrew Hodge, PE
�oFEss�oyl�
z Q SEgL 9
21094
ADAMS & HODGE ENGINEERING, PC • 314 last Main Street, Clayton, NC 27520 • 919-243-1332 . Firm # C-4187

Deck, Erin M
From: Andrew bodge <[e-mail]>
Sent: Tuesday, January 14, 2020 10:25 AM
To: Deck, Erin M
Cc: A TEAM
Subject: [External] RE: Neuse Haven Phase 2 Fast Track Sewer Extension
Attachments: JC SIGNED FTSE 11-26-2019 - sheet 3.pdf; Johnston County Residential Flow Reduction
Letter.pdf
�&xternal email. Do -not click links dr open attaahMeeA_ s unless you verNy. Send- all suspicious email as an'attaaftmenfto
eMrt- 5V a rt'1 ang-Ray.
Good morning Erin,
Please find attached the two sheets that were inadvertently left out of the original package.
Johnston County's flow reduction letter
Sheet 3 of the FSTE form
Please let me know if you need anything else from me, sorry for the inconvenience!
Thanks!
Andreiv Hodge, PE
Adams & Hodge Engineering, PC
314 E. Main Street
Clayton, NC 27520
(M) 919-369-1938
Firm # C4187
From: Deck, Erin M <[e-mail]>
Sent: Tuesday, January 14, 2020 9:46 AM
To: Andrew Hodge <[e-mail]>
Subject: FW: Neuse Haven Phase 2 Fast Track Sewer Extension
Good Morning,
We are in the process of reviewing the subject application and require additional information.
VI.6. "Yes" is marked for a flow reduction, however a copy of the flow reduction approval letter was not
submitted as part of the application.
On the Flow Tracking form it column E shows a negative available capacity for Clayton K5 Pump Station. As
instructed in Column E, a Planning Assessment Addendum should be attached for any PS where the available
capacity is <0. The Planning Assessment Addendum is page 3 of the Flow Tracking Sheet. Please submit a
Planning Assessment Addendum that provides sufficient justification to allow the flow associated with this
requested project.
Once this information is received we can move forward with our review.
Erin Deck
Department of Environmental Quality

Division of Water Resources
Raleigh Regional Office
Office: 919-791-4258
Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed
to third parties.