WQ0041045_Application (FTSE)_20190618

State of North Carolina
nWR
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
DivWon of Water Resources FTA 04-16 & SUPPORTING DOCUMENTATION
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Application Number: "1 00 l 10 { (to be completed by DWR)
All items must be completed or the nnnlication will be returned
I. 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. Farmer per 15A NCAC 02T .0106(b)
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: (91) 989-5075 Email Address: [e-mail]
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11. PROJECT INFORMATION:
1.
Project name: Neuse Haven Townhomes
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2.
Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project
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If a modification, provide the existing permit number: WQ00 and issued date:
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: 35.6550" Longitude:-78.4034-'
5.
Parcel ID (if applicable): 167900-74-2143
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
I. Professional Engineer: Andrew W. Hodge License Number: 21094
Firm: Adams & Hodge Engineering, PC
Mailing address: 314 E. Main Street
City: Clayton State: NC Zip: 27520
Phone number: 919) 369-1938 Email Address: andrewR,adamsandbodge.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Central Johnston County W WTP Permit Number: NCO030716
Owner Name: Johnston County Public Utilities
V. RECEIVING DOWNSTREAM SEWER INFORMATION (irdifferent than WWTF):
L Permit Number(s): WQS' 1 2 U Downstream (Receiving) Sewer Size: 8 inch
System Wide Collection System. Permit Number sL(if applicable): WQCS
Owner Name(s): Johnstonn
FORM: FTA 04-16 Page 1 of 5

VI. GENERAL REQUIREMENTS
L 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 Developer's 0 erational Agreement (FORM: DEVI been attached?
[:]Yes [:]No ®N!A
3. If the Applicant is a Hnm"Pronerly Own eW Association, has an Operational Agreement, FOR HpA!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 I preschool / day care ❑ Medical f 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 (Sec 15A 1tiC'AC 02T .0103(20))
4,Is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Hasa flow reduction been approved under 15A NCAC 02T .01 14(f)? ®Yes ❑ No
If yes, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.01140)
Daily Design Flow
No. of Units
Flow
44-2 bed room townhomes
160 gal/unit/day
44
7040 GAD
gal/
GPD
gal/
GPD
gal;'
GAD
gal?
GPD
gal!
GPD
Total
7040 GPD
a See 15A NCAC 02T ,01_I4N. (d). le}l I I and [00 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. 42A4).
b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table 1_5A.NCAC 02T.0_I 14T shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 7040 GPD (per 15A NCAC 02T .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):
rORM: FTA 04-16 Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (if Applicable)-02'1`.0305 & AIDC (Craait► Sewers):
L Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
8 531 PVC
Section II & [I[ of the MDC for Permitting of Gravity Sewers contains information related to design criteria
D Section III 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 hIDC
V[II. PUMP STATION DESIGN CRITERIA (if Applicable) —_02T .030a & ill DC (Pump Stationsirorce Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name:
2. Approximate Coordinates (Decimal Degrees): Latitude: —w 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 (TDI-f)
5. Summarize the force main to be permitted (for this Pump Station):
Size (incites) Length (feet) Material
G. Power reliability in accordance with I5A NCAC 02T .0305(h)(1):
❑ Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .0305(h)(1)(B)_
i 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)(1)(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-
rORlvl: rTA 04-16 Page 3 of 5

IX. SETBACKS & SEPARATIONS — (0213.0200 & 15A NCAC 02T .0305(f)):
1. Does the project comply with all separations found in 15A NCAC 02T .0305(f) & (e) ® Yes ❑ No
15A NCAC 02T.0305(fl contains minimum separations that shall be provided for sewer systems:
Setback Parameter*
Separation Required
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-1 waters of Class I or
Class 11 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
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
Any swimming pools
10 feet
Final earth grade vertical
36 inches
i 5A NCAC 02T.0305(a) contains alternatives where separations in 02T.0305(f) cannot be achieved.
> **Stream classifications can be identified using the Division's NC Surface Water Classif+ca�ions wctsaee
..If noncompliance with 02T.0305(f) or (e). see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ❑ Yes ❑ No ®NSA
Seethe Division's draft separation requirements for situations where separation cannot be meet
t 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 0213.0200? ®Yes ❑ No []NIA
This would include Trout Buffered Streams per.] 5A.NCAC_213.0202
4. Does the project require coverage/authorization under a 404 Nationwide or ❑ Yes ® No
individual permits or 401 Water Quality Certifications?
➢ Information can be obtained from the 401_& Buffer Permitting Branch
5. Does project comply with 15A NCAC 02T.0105(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 15.A NC.AC 02T_0401, "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 ❑ N.`A
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 Minimum Design Criteria Ibr the Permitting of Pump Stations
and rorce_Mains (latest version), and the Gravity Se%ker Minimum Design Criteria latest 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 required rior to submittal of the Fast Track A s lication and suprmirting.documents.
2. Professional Engineer's Certification:
Andrew Hodge, PE _attest that this application for
(Professional Engineer's name from Application Item I11, I.)
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 Past -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 143-215.611, 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 S 10,000, as well as civil penalties up to $25,000 per violation.
North Carolina Professional Engineer's seal, signature, and date:
3. Applicant's Certification per 15A NCAC 02T .010G(b):
I, Chandra Farmer, PE - Public Utilities Director
(Signature Authority's name & title from Application Item 1.3.)
5117/19
attest that this application for
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. 1 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 143-215.613, 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 S 10,000 as well as civil penalties up to S25,000 per violation.
Signature: -- C., # Datc: may_
hl�-
POR_tiL- r•TA 04-16 Page 5 of

State of North Carolina
DWR
Division of Water Resources
Entity Requesting Allocation: Johnston County
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Project Name for which flow is being requested: Neuse Haven Townhomes
More than one FTSE may he required far a single project if the owner of the WWTP is not responsible far all pump
stations along the route of lire 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 #: NC 030716
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the WWTP
e. WWTP facility's actual avg. flow
f. TotaI 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
2.1447
5.841
0.00704
7.993
61.5% actual, 87.7% paper
II. Complete this section for each pump station you are responsible for along the route of this proposed
wastewater flow.
List pump stations Iocated 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: pl),
Avg. Daily
Daily Flow,
Obligated
Available
Number)
No.
MGD
MGD
Flow, MGD
MGD
Flow
Capacity***
CIayton
009714
0.6480
0.2592
0.0878
0.1539
0.2417
0.01752
* 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 orservice.
** Design Average Daily Flow is the firm capacity of the pump station divided by a peaking factor
(pf) not less than 2.5, per Section 2.02(A)(4)(c) of the Minimum Design Criteria.
*** A Planning Assessment Addendum shall be attached for each pump station located
between the project connection point and the WWTP where the Available Capacity is < 0.
Downstream Facility Name (Sewer): Neuse Haven Estates
Downstream Permit Number: WQ 015826
Page I of 6
FTSE 10-18

ICI. Certification Statement:
1 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 I1 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
tifm�L�- -_l a
Title of Signing Official
Dale
Page 2 of 6
r'Mr. in.1Q

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
--t
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Alan W. Klimek, P.E., Director
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 801gpd for each bedroom above two.. Regardless of the adiusted
defined- in the NPDES Dermit for the treatment faciliE - or exceed the capacity 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 comrrients regarding this matter, please contact Marie Doklovic
at [phone] ext. 371.
Sincerely,
rAlan 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 Ur't Internet 11hpJ/h2o.enr nastate.us/ndpu
Nol hCcuoHna 1617 Mail Service Center, Raleigh, NC 27699-1617 An Equal Opportunity Action Employer
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- ADAMS & HODGE
on a 8 112 x 11 size sheet with no page scaling.) ENLiINEERIN[i� Pc

JA HI ADA[ &HODGE
ENGINEERING, PC
June 18, 2019
Ted Cashion
NC DWQ
3800 Barrett Dr
Raleigh, North Carolina 27609
Subject: Neuse Haven Townhomes
Wilders Township
Johnston County
Please find attached one original and one copy of the following:
NC Dept of Environmental Quality
JUN 18 m19
Raleigh Regional Office
l . 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
Project Narrative:
Neuse Haven Townhomes includes 44 new residential lots and +1-531 If of new 8" gravity sewer.
Requested flow is 7,040 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
andrew @adamsandhod eg com .
Sincerely,
Andrew Hodge, PE
:oQ` o�ess� �,
2 4� A
SEAL
21094
6/18/19
ADAMS & HODGE ENGINEERING, PC + 314 East Main Street, Clayton, NC 27520 & 919-243-1332 • Firm # C-4187