WQ0012285_Application (FTSE)_20200511

DWR
State of North Carolina
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
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Application Number: yV Q ODA� (to tx complcicd by DWR)
Mod 41
All items must be com leted or the application will be returned
1. APPLICANT INFORMATION:
1.
Applicant's name: Johnston County (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 02T .0 106b
Title: Director of Utilities
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4.
Applicant's mailing address: P.O. 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.farmcrQwohnstonnc.com
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II. PROJECT INFORMATION:
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Project name: 1 '' mer r r�va So�T,} r "s e n6
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2.
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Application/Project status: ❑ Proposed (New Permit) ® Existing Permit/Project
If a modification, provide the existing permit number: WQ0012285 and issued datc: 5/15/96
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If new construction but part of a master plan, provide the existing pennit number: WQ00
3.
County where project is located: Johnston County
4.
Approximate Coordinates (Decimal Degrees): Latitude. 35.3640 Longitude:-78.3357'
5.
Parcel ID (if applicable):
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
I. Professional Engineer: Bryan Badev, PE License Number: 32634
Firm: Rummel Klenver & Kahl LLP
Mailing address: 8601 Six Forks Road, Forum 1. Suite 700
City: Raleiah State: NC
Phone number: [phone]
Zip: 27615-
Email Address: bbadeyQrkk.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
I. 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): WQ0029135
System Wide Collection System Permit Numbcr(s) (if applicable): WQCS00060
Owner Namc(s): Johnston County
FORM: FTA 04-16 Page] of5

V1. GENERAL REQUIREMENTS
1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
❑ Ycs ❑No ®NIA
2. If the Applicant is a Developer of lots to be sold, has a Developer's O erational Agreement FORM: DEV been attached?
[-]Yes ❑No ®NIA
3. If the Applicant is a Home/Pra ert Owners' Association has an O crational Agreement 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 I dental / veterinary facilities ❑ Swimming Pool /Clubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming Pool/Filter Backwash
® Businesses I offices I factories ❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastcwater : 100 % Domestic/Commercial % Commercial
% Industrial (See 15A NCAC 02T .0103(20))
Its there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Hasa flow reduction been approved under 15A NCAC 02T .01 14(f)? [—]Yes [:]No
S- If yes, provide a cony of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (sec 021.0114(ff)
Daily Design Flow ""
No. of Units
Flow
Previously permit
26,000 gal/day
26,000 GPD
No new -relocation only
0 gal/
0 GPD
gall
GPD
gall
GPD
gall
GPD
ball
GPD
Total
26,000 GPD
a Sec 15A NCAC 02T .01 14(b). W. (c)(1) and (c)(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 cast 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 I SA NCAC 02T.01 141 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 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):
FORM: PTA 04-16 Page 2 of 5

V11. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
Ex. 8" 2,170
D Section II & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
Y Section III contains information related to minimum slopes for gravity sewer(s)
S- Oversizing lines to meet minimum slope requirement is not allowed and a violation of the MDC
Vill. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T.0305 & MDC(Pump Stations/Force 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): 80 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
New 4"
280
PVC
Ex, 4"
685
-
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6. Power reliability in accordance with 1 SA NCAC 02T .0305(h)(1);
See yynf rot < yG,
® 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)(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.
z 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: FTA 04-16 Page 3 of

1X. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T.0305(f)):
1. Does the project comply with all separations found in 15A NCAC 02T .0305(f) & (g)
15A NCAC 02T.0305(f) contains minimum scoarations that shall be Drovided for sewer systems:
® 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 im oundcd reservoirs used as a source of drinkin ► water
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 see item IX.2)
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 slo a 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
> 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 webnage
If noncompliance with 02T.0305(f) or (g), see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ® Yes ❑ No
Y See the 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
> 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 02B .0200? ® Yes ❑ No
➢ This would include Trout Buffered Streams per 15A NCAC 2B.0202
4. Does the project comply with an individual 404 Permit or any 401 Certifications? ® Yes [:]No
5- Wetland -related permits shall be requested, obtained, and adhered to for projects that impact wetlands or surface waters
Information can be obtained from the 40_I & Buffer Permitting Branch
5. Does project comply with I SA NCAC 02T.0105(c)(6) (additional permits/ccrtifications)?
® Yes ❑ No
Per I SA NCAC 02T.0I05(c)(61 directly related environmental permits or certification applications arc 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, stormwatcr 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
t 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:
1. Does the submitted system comply with 15 A_NCAC 91L the Minimum Design Critcna for the 1'ermittinL, of Pui1112 SCnii«�74
and Force Mains f latest version and the Qrav' ,pwgr M InimLiin Design Criteria [latest version) as applicable?
® Yes ❑ No
IfNo, complete and submit the Variance/Alternative Design Request application (VADC 10-14) and supporting documents for
review. Approval of the request is re uired prior to submittal orthe Fast Track A lication and supporting documents.
2. Professional Engineer's Certification:
1A711 _%�_ A' _ attest that this application for
(Professional Engineer' name from Application Item I11.1.)
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 2i5.613, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty or 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:
3. Applicant's Certification per 15A NCAC 02T .0106(b):
I,
(Signature Authority's name & title from Application Item 1.3.)
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 or 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 143-71 .f'30, 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: 6Lv,44A, C 17
FORM: FTA 04-16 Paae 5 of 5

May 6, 2020
NC DEQ
Water Quality Section
1628 Mail Service Center
Raleigh, North Carolina 27699-1628
Subject: NCDOT Project 1-5111
I-40 Widening, North of NC 42
Johnston County
4" Force main Sewer Relocation
To whom it may concern,
RK K
NC Dept of Envlronmenral 014 wIr
MAY 1 1 2020
Raleigh RO$i0Ua1 Offico
Please find enclosed, the completed Fast Track Application and supporting documentation,
submitted for the above -mentioned project. One original and one copy of the following are included
for your review and approval.
Fast Track Application
Permit Application Fee of $480.00 (check number 162258)
USGS & Street Level Maps
Proiect Narrative
The enclosed documents are submitted for the relocation of 280 linear feet of 4" force main sewer
crossing NC 42 at Commerce Parkway. This force main is owned by Johnston County and is
associated with existing permit WQ0012285 (Southgate Business Park). This relocation is due to
impacts to the existing 4" force main by the roadway construction associated with the NCDOT
project I-5111, 1-40 Widening including improvements to NC-42 and SR 1010 (Cleveland Rd). This
permit modification is for relocating 280 linear feet of 4" force main This relocation will include
abandoning 222 linear feet of the existing 4" force main. This relocation will not result in any
additional flow.
The existing sewer permit WQ0012285 was issued May 15, 1996. As far as we are aware no
modifications to this permit have been done since. The original permit I believe included a pump
station, pumping 80gpm through 685 linear feet of 4" force main, and receiving flow through 2,170
linear feet of 8" gravity sewer line. The attached permit application is only for relocating 280 linear
of the 4" force main, everything else in the original permit is remaining the same. The plans have
been reviewed and approved by Mike Keen with Johnston County and NCDOT.
Engineers I Construction Managers : planners I Scientists

February 3, 2016
Page 2
RKK
Please do not hesitate to call 919-653-7342 if you have any questions or need additional
information.
Sincerely,
7ecIB3- dey,P.E.
t Manager
Enclosures
cc: HTW