WQ0041250_Application (FTSE)_20191003

State of North Carolina
nWR
Department of Environmental Quality
Division of Water Resources
! - 15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number: VVQ 0 0 LAka SG�tabcoompleted by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
I, Applicant's name: Toi�nstun County Dn u Jc Ut"lilies. (company, municipality, IlOA, utility,
etc.)
2. Applicant type: ❑ Individual " ❑ Corporation ❑ General Partnership ❑ PdVately-Owned Public Utility
❑ Federal ❑ StatelCounty ® Municipal ❑ Other
3. Signature authority's name: tuts. Chandra Farmer. PE per 15A NCAC-02T .0106(h)
Title: DIrector Johnston County Public Utilities
4. Applicant's mailing address: 309E. Market Street
City: Smithfield State: NQ Zip: 2Z577-
5. Applicant's contact information:
Phone number. ( ]M 299-8333 Email Address: [e-mail]
H. PROJECT INFORMATION: N U o T
(See
1. Project namo _ an a 3ewerForce-Main.Re_ Locations - US 7_0 from East of US 70 Business to
West of
Neuse
fiver
2. Application/Project status: ❑ Proposed (New Permit) ® Existing Permit/Prbject
If a,modifcation, provide the existing permit number: WQ0031297 and issued date: 2/6/2007
If new construction but part of a master plan, provide the existing permit number: WQDO
3. County where project is located: Johnston
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.V7698° Longitude:-7a.3632W
5. Parcel ID (if applicable): N/A
5
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(or Parcel ID to closest downstream sewer)
0
M. CONSULTANT INFORMATION:
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cn .�
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1, Professional Engineer. Michael V ZaccardO.PE License Number. 022,121
0
Firm: Wetherell Engineering, Inc,
�
Malting address: 1223 Jones -Franklin
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G.i
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City: Raleigh State; NC Zip: 27606-
Phone number: (LID 85 -8077 Email Address: [e-mail]
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name:.Central JQhnaton County Regional WW Facility Permit Number: NC0030716
Owner Name: LQhnston County
V. - RECEIVING DOWNSTREAM SEWER INFORMATION #f different than WWTF):
1. Permit Number(s): WO 0011297 NCDOCWWPS Downstream (Receiving) Sewer
Size: l2 inch
System Wide Collection System Permit Number(s) (if applicable): WQCSOOOtiO
Owner Name(&). ?ohnstgn Qougty,
FORM: FTA 04-16 Pagel 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 Lobe sold, has a pevelooer s Operational Agreemeut (EQRM: DEV) been attached?
❑ Yes ❑No ®NIA
3. If the Applicant is a Home Pm ert w ers' A ciatio an U er ioAgreement FORM: HO&I been attached?
[:]Yes []No ®N/A
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: ,1M% Domestic/Commercial % Commercial
%Industrial(See 15A_NCACO2T„Q1Q3120))
%-Is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Hasa flow reduction been approved under LSA NgAr, 02T.01? [:]Yes ®No
D If Yes, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114f11}
Daily Design Flow e,b
No. of Units
Flow
gal/
GPD
gal/
GPD
gall
GPD
gat/
GPD
gall
GPD
gall
GPD
Total
GPD
a See 15A NCAC 02T .0114(h), (di, (elf I) and (e)(21 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 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: GPD (per 15A NCAC 02.T .0114l
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 sewer with no new flow expected
❑ Other (Explain):
FORM: FTA 04-16 Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC(Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Matedal
12 412 AWWA C 900 DR-
18 Class 235 PVC
➢ Section II & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
➢ Section Ili contains information related to minimum slopes for gravity sewer(s)
D 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 (Puma Stations/Force Mains
COMPLETE FOR EACH PUMP STATI N-1.NCLUDED IN THIS PRO CT
t. Pump station number or name:
2. Approximate Coordinates (Decimal Degrees): Latitude: _, T_° 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)
S. Summarize the force main to be permitted (for this Pump Station):
Size (inches)
Length (feet)
Material
SDR. 21 Class 200
4"
2,358
PVC
6"
2,061
SDR 21 Class 200
PVC
10"
1,174
SDR 21 Class 200
PVC
R J. C-400 DR48
i0"
73
Class 235 PVC
6. Power reliability in accordance with 15A NCAC,02T .0305(hl(114 r
❑ 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 15,600 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.
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.
PORM: FTA 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(1) & (R)
U 15A MrArnlTmAosen contains minimum se arations that shall be provided for sewers stems:
® Yes ❑ No
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-I 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 SI3 from normal
high water or tide elevation and wetlands see item DL2
50 feet
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
10 feet
Any 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 arude vertical
36 inches
15A NCAC 2 03 contains alternatives where separations in 02T.0305(1't cannot be achieved.
9 **Stream classifications can be identified using the Division's NC Surface WaterClass! fications; welmage
D If noncompliance with 02T.0305I or see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ® Yes [:]No
D 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
D As built documents should reference the location of areas effected
3. Does the project comply with all setbacks found in the river basin rules per 15A NCAC 2B ® Yes ❑ No
A This would include Trout Buffered Streams per 15A NCAC 213.0202
4. Does the project comply with an individual 404 Permit or any 401 Certifications? ® Yes ❑ No
Wetland -related permits shall be requested, obtained, and adhered to for projects that impact wetlands or surface waters
Information can be obtained from the 401 & Buffer Permitting Branch
5. Does project comply with 15A NCAC 02T.OILS(c)(additional permits/certifications)? ® Yes ❑ No
Per 15A NCAC 02T 01 c b , 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 sewer
positioned parallel to streambanks that is subject to erosion that undermines or deteriorates the sewer.
❑ Yes ® No
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-I6 Page 5 of 5

X. CERTIFICATIONS:
Does the submitted system comply with 15A NCAC 02T, the Minimum Design Criteria for the Permitting of P1H11DStR1i0n.,;
and F(Irce Mains (latest version and the Gravity Se%ver Minimum Design Criteria (latest version) as applicable?
® Yes ❑ No
1f No, complete and submit the Variance/Alternative Design Request application (VADC 10-14) and supporting documents for
review. Approval of the re u t is recruired prior to submittal of the Fast Track Avolication and supRocting documents.
2. Professional Engineers Certification: //ff
attest that this application for
(Professional En lacer's name from Application Item III.1.)
�olZ4JVJ 5 S FIq aR_S US 70 US 7 0 bud --ar 7D tue5i o�,rJai ,8wt3L
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 seal, signature, and date:
.. Applicant's Certification per 15A NCAC 02T .0106(b):
1,
(Signature Authority's name & title from Application Item I.3.)
//I
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. 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 he 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 43i I2 ,5.6A 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:
-t``C Date:
FORM: FrA 04-16 Page 6 of 5

W5A�ETHERILL
ENGINEERING
INE Design Your Tomorrow,
June 27, 2019
Raleigh
Transportation
Planning Wilmington
Bridge/Structural Surveying
chrillsite
Construction Observalk.n
Surveying
Engineers Report
Gravity and Sanitary Sewer Force Main Relocations
US 70 from East of US 70 Business to West of Neuse River
NCDOT Project # W - 5600
Johnston County, NC
Sewer System Owner /Applicant:
Johnston County Public Utilities
309 E. Market Street
Smithfield, NC 27577
919-209-8333
Chandra Cox Farmer, PE, Director
Project Description
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The purpose of this Gravity and Sanitary Sewer Foccemain Relocation project (total of 6,078
LF) is due to the fact that NCDOT is improving US 70. The type of work included in this project
will be Grading, Drainage, Paving, Structures, Retaining Walls and Culverts. The existing
sanitary sewers will be in conflict with the new construction. The location of this work is along
US 70 from east of US 70 Business to west of Neuse River.
The improvements Include the construction of approximately 5,666 LF of 4", 6" and 10"
sanitary sewer forcemain and 412 LF of 12" gravity sanitary sewer. The forcemains will
be constructed with SDR 21 PVC and the gravity sewers will be constructed with
AWWA C-900 DR 18 Class 235 PVC and Class 50 RJ DIP (Protecto 401 Ceramic
Lined). This work will be performed in accordance with the NCDOT BMP for
Construction and Maintenance Activities dated August 2003.
The new relocated gravity sewers and forcemains will be owned, operated, and
maintained by Johnston County. All construction will be in accordance with the latest
standards and specifications of the Johnston County, NCDOT, North Carolina
Department of Transportation and the NCDEQ, Division of Water Resources, Water
Quality Permitting, PERCS Unit.
1223 Jones Franklin Road Phone: [phone] Floral Parkway
Raleigh, NC 27606 Fax; [phone] Wilmington, NC 28403

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01-1
—_�WTH ERILL
1223 Jones Franklin Road
Raleigh, North Carolina 27606
[phone] Fax [phone]
www.wetherilleng.com
To: NCDENR
Raleigh Regional Office
3800 Barrett Drive
Raleigh, NC 27609
ATTN: NCDENR Staff
We are sending to you 0 Enclosed ❑ Email
0
Shop Drawing
IRI
Prints 0
0
Submittal Date
❑
Specifications Cl
0
Progress Drawings
❑
Other
Date: October 3, 2019
Attention: NCDENR Staff
Re: Gravity and Force Main Sewer Relocation
Fast Track Application for Gravity and Force
Main Sewer Relocation on US 70 from East of
US 70 Business to West of Neuse River
NCDOT Project W-5600
Johnston County, N.C.
0 Under separate Cover
Tracings
Documents
COPIES
DATE
NUMBER
2
8/28/19
Fast Track Application (FTA 04-16 )
2
6/27/19
Engineers Report — Gravity and Sewer Force Main Relocation
1
9/12/19
Check #23709 for $480 payable to NCDEQ for application fee
2
9/4/19
Color USGS map showing site location and street view
2
9/4/19
Watershed Classification Attachment (form WSCAS-01-15)
These are transmitted as follows:
0 For Approval
0 For Your Use
O As Requested
13 For Review & Comment
Dear NCDENR-DWR Staff,
0 Approved as Submitted
0 Approved as Noted
O Please Return
0 Other
NC Dept of Environmental Qualit3.
UUT -- 3 2019
Raleigh Regional Office
Enclosed please find our Fast Track application package for the above referenced project.
If you have any questions during your review; do not hesitate to give us a call at 919-851-8077. Thanks
Date 10/3/19 Signed:

fa4"" le""14j
DEPARTMENT OF PUBLIC UTILITIES
POST OFFICE BOX 2263
SMITHFIELD, N.C. 27577
[phone]
August 28, 2019
NC Dept ofEnvironinental Quality
OCT - 3 2019
Wetheril) Engineering, Inc. Raleigh Regional
Michael V Zaccardo, P.E. office
1223 Jones Franklin Road
Raleigh, NC 27606
Re: . Sewer Distribution Relocation for US 70 from east of US 70 Business to west of Neuse River (W-5600)
JC Serial NO, 19-107-W
Plan Approval and Authorization to Construct
Dear Mr. Zaccardo:
This letter is to confirm that the engineering plans and technical specifications have been approved for the sewer
facilities to serve US 70 from east of US 70 Business to west of Neuse River (W-5600), Johnston County Serial No.
19-307-W.
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
S. 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,
�l
Mike Keen
Utilities Manager
cc; Chandra Coats, PE — Public Utilities Director
Printed an r ecyded paper �