WQ0017085_Application (FTSE)_20220705

DIWR
Division of Water Resources
NC Dept of Environmental Quality
JUL 5 2022
State of North Carolina
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0300 . FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Raleigh Regional Office FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number:
00170 a
(la be completed by DWR)
/�
All items must be completed or the application will be returned
1. 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 Farther, P.E. per 15A NCAC 02T .0106(b)
Title: Director of Public Utilites
4. Applicant's mailing address: Post Office Box 2263
City: Smithfield State: NC Zip: 27577-
5. Applicant's contact information:
Phone number: [phone] Email Address: [e-mail]
II. PROJECT INFORMATION:
1. Project name: 319/Commercial Park & Beaver Creek Development
2. Application/Project status: ❑ Proposed (New Permit) ® Existing Permit/Projcct
If a tnodification, provide the existing permit number: WQ0017085 and issued date: 10/28/99
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: 35.5233 Longitude: -78..5552
5. Parcel ID (if applicable): 13E04042
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Jerry T. Dalton, P.E. License Number: 016282
Firm: Dalton Engineering and Associates, P.A.
Mailing address: Post Office Box 426
City: Clayton State: NC Zip: 27528- .
Phone number: [phone] Email Address: [e-mail]
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Johnston County Regional Central Treatment Plant Permit Number: NC0030716
Owner Name: Johnston County
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQ0020340 Downstream (Receiving) Sewer Size: 6 inch
System Wide Collection System Permit Numbersi 1f avplicablcl: WQCS00060
Owner Name(s): Johnston County
FORM: FTA 04-16 Page I 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 to be sold, has a Develo cr's,OQcrational Agreement (FORM: DEV) been attached?
❑ Yes ❑No ®N/A
3. If the Applicant is a Home, Property Owners' Association, has an Operational Agreement (FORM HOA) been attached?
❑ Yes ❑No ®N/A
4. Origin of wastewater: (check all that apply):
❑ Residential Owned
❑ Residential Leased
❑ School / preschool .• day care
❑ Food and drink facilities
❑ Businesses / offices / factories
❑ Retail (stores, centers, malls)
❑ Retail with food preparation/service
❑ Medical`! dental ; veterinary facilities
❑ Church
❑ Nursing Home
5. Nature of wastewater : 0 % Domestic/Commercial 0 % Commercial
0 % industrial (See 15A NCAC 02T .0103(20))
�Is there a Pretreatment Program in effect?
6. Has a flow reduction been approved under 15A NCAC 02T .0114(0? ❑ Yes
> If yes, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by projec :
❑ Car Wash
❑ Hotel and.or Motels
D Swimtning Pool ,'Clubhouse
❑ Swimtning Pool/Filter Backwash
❑ Other (Explain in Attachment)
❑ Yes ❑ No
❑ No
Establishment Type (see 02T.0114(4)
Daily Design Flow "
No. of Units
Flow
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gall
GPD
gal/
GPD
Total
0 GPD
a See 15A NCAC 02T .01 14(b), (d). (e)( I ) 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-4).
b Per 15A NCAC 02T .0114(e), design flow rates for establishments not identified [in table 15A NCAC 02T.01 14] shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 0 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: WQ0017085
® Rehabilitation or replacement of existing sewer with no new flow expected
❑ Other (Explain): Project scone is to upgrade existing 4" PVC to 6" PVC
FORM: FTA 04-16
Page 2 of5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
Section II & III 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)
➢ Oversizing lines to meet minimum slope requirement is not allowed and a violation of the MDC
VI II. PUMP STATION DESIGN CRITERIA (If Applicable) ti 02T .0305 & MDC (Pump StationsiForce Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
I . Pump station number or name: 319 Commercial Park & Beaver Creek Development
2. Approximate Coordinates (Decimal Degrees): Latitude: 35.5233' Longitude: -78.5552
3. Design flow of the pump station: 0.078 millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): 240 gallons per minute at 278 feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches)
Length (feet)
Material
6"
3470
PVC Sch 80
6. Power reliability in accordance with 15A NCAC 02T ,030511 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)(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 titneframes, shall be provided
in the case of a multiple station power outage.
FORM: FTA 04-16 Page 3 of 5

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(f)):
1. Does the project comply with all separations found in 15A NCAC 02T .03050 & Ig)
> 15A NCAC 02T.0305{f) contains minimum separations that shall be lsrovided 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 I1 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
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 grade (vertical)
36 inches
> 15A NCAC 02T.0305(g) contains alternatives where separations in 02T,0305411 cannot be achieved.
➢ **Stream classifications can be identified using the Division's NC Surface Water Classifications weboaue
➢ 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) D Yes ❑ No ® NIA
➢ See the Division's draft 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 02B .0200? ® Yes ❑ No ❑ NIA
➢ This would include Trout Buffered Streams per 15A NCAC 2B_0202
4. Does the project require coverage/authorization under a 404 Nationwide or
individual permits or 401 Water Quality Certifications?
> Information can be obtained from the 401 & Buffer Permitting Branch
❑ Yes No
5. Does project comply with 15A NCAC 02T,0105(c)(6) (additional permits/certifications)? ® Yes ❑ No
Per 15A NCAC 02T.(1I0510[6i, 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 I5A 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 ❑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 for the Permitting of Pump Stations
and Force Mauls (latest version), and the Gravity Sewer Minimum Design Criteria latest version) as applicable?
®Yes ❑Na
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 prior to submittal of the Fast Track Application and supporting documents.
2. Professional Engineer's Certification:
1,
(Professional Engineer's name from Application Item 1I1.1.)
attest that this application for
has been reviewed by me and is accurate, complet,: and consistent with the infonnation supplied in the plans, specifications,
engineering calculations, and all other supporting documentation to the best of my knowledge. I further attest that to the bcst
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 I43-215.6A and I43-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdeeanor, 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):
t • •11.f
fI•
SEAL
16282
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'''#:111/1:1/7:: iCII*0%%%1.9
C\tvC&_ C - } Y Ivy Y ) 'i t (` �t� cal lk't t b 4 Ks_ attest that this application for
(Signature Authority's nan e & 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 docutnentation 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 I43-215,6A and I43-215.613, 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.
Signature:
Date:
co lay I�-
FORM: FTA 04.16
Page 5 of 5

Division of Water Resources
NC Dept of Environmental Quality
JUL 5 2022
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
:ialcigia Reggie Of ice (FTSE 10-18)
Entity Requesting Allocation: Johnston County
Project Name for which flow is being requested: 319 Com Park & Beaver Creek Dev Mod
More than one FTSE may be required for a single project if the owner of the WWTP is not responsible for all pump
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: CJCRWWTF
b. WWTP Facility Perrnit #: NC0030716
All flows are in MGD
c. WWTP facility's permitted flow 9.5
d. Estimated obligated flow not yet tributary to the WWTP 2.0609
e. WWTP facility's actual avg. flow 6.741
f. Total flow for this specific request 0.000
g. Total actual and obligated flows to the facility 8.8021
h. Percent of permitted flow used 71% actual, 92.5% w/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:
Pump
Station
(Name or
Number)
Landfill
>~ n
Pump
Station
Permit
No.
Firm
Capacity, *
MGD
(A)
Design
Average
Daily Flow**
(Firm i pf),
MGD
20340M3 1.9296 1.6718
(B) (C)
Obligated,
Approx. Not Yet
Current Tributary
Avg. Daily Daily Flow,
Flow, MGD MGD
1.1128 0.6416
(D)=(B+C) (E)=(A-D)
Total Current
Flow Plus
Obligated
Flow
Available
Capacity***
1.7544 -0.0826
* 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
(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): Landfill
Downstream Permit Number: WQ0020340 Mod 3 - soon to be Mod 4
Page 1 of 6
FTSE I0-18

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.
Sig
c
g Official Signature
Y(dT.l Lt-i iris
Title of Signing Official
Page 2 bf
(49 laq
Date
FTSE 10-18

PLANNING ASSESSMENT ADDENDUM (PAA)
Submit a planning assessment addendum for each pump station listed in Section 11 where Available Capacity is •
0.
Pump Station (Name or Number):
Given that:
a. The proportion and amount of Obligated, Not Yet Tributary Daily Flow (C) accounts for
38% % and 0.641 MGD of the Available Capacity (E) in Pump Station
Landfill EQ _; and that
b. The rate of activation of this obligated, not yet tributary capacity is currently approximately
0.140 MGD per year; and that
c. A funded Capital Project that will provide the required planned capacity, namely
Landfill Sewage Pumping Station & FM is in design or under construction with
planned completion in Fall 2023 ; and/or
d. The following applies:
The Landfill EQ Facility MD 4 project to improve um ing capacity to 6,076 gpm using
mumps is underway. The station will be able topump to both the CJCRWWTF and the
new 210 WWTF. Construction of the new 210 WWTF is underway and on schedule for
completion in mid 2024.
At the current activation rate of 0.140 per year, it will take 4 years for the Landfill EQ
to reach it's current capacity. The upgrade to the station and the 210 WWTF will
be comvlete well before that time.
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
Page 3 of f
bql)
Date
FTSE 10-18

Dalton Engineering
and Associates, P.A.
7.'4/22
I
NCDEQ FAST TRACK APPLICATION ( FTA 04-16 )
Sub. 319 Commercial Park & Beaver Creek Development
Elevation Township
Johnston County, North Carolina
Developer: Daniel Lan Development, L.L.C.
1075 Country Club Road
Smithfield, North Carolina 27577
NC Dept of Environmental Quality
SUL 5 2D22
Raleigh Regime office
Daniel - Lan Development, L.L.C. is proposing to replace a section of sanitary sewer
force main, which is located in the Elevation Township, in western Johnston County. The
project site is in the Northeast quadrant of the intersection of Interstate 40 and NC
Highway 210 and within the 319 Commercial Park. The project includes the installation
of 3,470 1.f. of 6" PVC sanitary sewer force main. The proposed 6" force main will
replace an existing 4" force main. Both force mains share the same alignment.
If there are any questions or comments, please do not hesitate to call.
Thank you.
AIL 1~
Jo athan Ba es
446 East Main Street PO. Box 426 Clayton, NC 27528 [phone]/Fax [phone]

119 ComaEXt1AL PARK $ BEAVER czE.04 Q&viLoow&vr
IoTPRoposeb 6 " 5,4rt/. SEWER FORCE, M4/4/ ALiaolEAUT S, Iok/,t/ !A/ Ezz .
OFINNroiN (;;°i * * * DISCLAIMER * * *
COU (J "'' Johnston County assumes no legal responsibility for the information represented here.
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* * * DISCLAIMER *
Johnston County assumes no legal responsibility for the information represented here.
Scale: 1:4800 - 1 in. = 400 feet
Johnston County GIS
(The scale is only accurate when printed portrait on a 8 112 x 11 size sheet with no page scaling.) July 4, 2022

l rl dpt of Eavirounaental Quality
JUL - 5 2u22
Dalton Engineering h Regional Office and Associates, P. A.
LETTER OF TRANSMITTAL
NC Dept of Environmental Quality
JUL 5 262Z
Raleigh Regional Office
DATE:
N.C.D.E.Q. - Raleigh Regional Office ATTENTION: Jason Robinson, P.E.
71512022 'REFERLNCE: 319 Commercial Park 8 Beaver Creek Dev.
We are sending You
PLANS
SPECIFICATIONS
REVISED PLANS
PERMITS
X CHECK
COPY OF LETTER
X APPLICATIONS
X OTHER
Copies
2
2
2
2
2
1
Date Dwg #
Descnption
Fast Track Sewer System Extension Application
Cover Letter
Flow Tracking 1 Acceptance Form
USGS Topographic Map
Street Level ( Aerial ) Map
Application Fee : $480.00 ( check # /124 )
These are transmitted as checked below
For Approval
As Requested
Review & Comment
For Your Use
COMMENTS
Revisions As Requested
Return Corrected Copies
Make Corrections Needed
Other
THANK YOU
174*--
Jonathan Barnes
Dalton Engineering and Associates, P A.