WQ0043929_Application (FTSE)_20221012

NC Dept orpnvironmental Quality State of North Carolina
Department of Environmental Quality
DWR (;CT 12 2022 Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Dtvlslon of Water Resources Ralcigh Regional office FTA 06-21 & SUPPORTING DOCUMENTATION
Application NumberWQ DD'/,rz9to be completed by MR)
I.
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 ❑ Corporatibn -L] General Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ State/County W Municipal ❑ Other
3. Signature authority's name: Chandra Farmer, P.E. per I SA NCAC 02T .0106(b)
Title: Director of Public Utilities
4. Applicant's mailing address: P.O. Sox 2263
City: Smithfield State: NC Zip: 27577-._
5. Applicant's contact information:
Phone number: [phone] Email Address: chandra.farmet i7johnstonnc.com
H. PROJECT INFORMATION:
1. Project name: Willis Crossings
2. Application/Project status: Proposed (New Permit) ❑ Existing Permit. Project
If a modification, provide the existing permit number; WQ00 and issued date:
For modifications, also attach a detailed narrative description as described in Item G of the checklist.
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: 35.57495 Longitude:-7834417
5. Parcel ID (if applicable): 17KO8015K (or Parcel ID to closest downstream sewer)
Ill, CONSULTANT INFORMATION:
1. Professional Engineer: Jerry T. Dalton License Number: 16282
Firm: Dalton Engineering and Associates, P.A.
Mailing address: P.O. Box 426
City: Clayton State: NC Zip: 27528-
Phone number: [phone] Email Address: idaltonCr_r�,daltonengineering.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
I. Facility Name: Johnston County Regional Central Treatment Plant Permit Number: NC0030716
Owner Name: Johnston County
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s): WQ40925rvte4
2. Downstream (Receiving) Sewer Information: 8 inch Z Gravity i Force Main
3. System Wide Collection System Permit Number(s) (if applicable): WQCS00060
Owner Name(s): Johnston County
FORM: FTA 06-21 Paoe 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 [Z NIA
2. If the Applicant is a Developer of lots to be sold, has a Develo ers Operational Agreement (FORM: DEV) been attached?
❑ Yes ❑ No V NIA
3. If the Applicant is a Home:'Property Owners' Association, has an HOA; POA Operational Agreement (FORM: HOA} and
supplementary documentation as required by 15A NCAC 02T.01 15(c) been attached?
❑ Yes [—]No m N.--'A
4. Origin of wastewater: (check all that apply):
[1 Residential (Individually Owned) ❑ Retail (stores, centers, malls) ElCar Wash
❑ Residential (Leased) ❑ Retail with food preparationfservice ❑ Hotel andior Motels
❑ School.: preschool; day care ❑ Medical.' dental i veterinary facilities ❑ Swimming Pool ''Clubhouse
❑ Food and drink facilities El Church ❑ Swimming PoolFFilter Backwash
❑ Businesses! offices i factories ❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater: 100 °-o Domestic 0 % Commercial 0 % Industrial (See 15A NCAC 02T .0103[20})
If Industrial, is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Has a flow reduction been approved under I SA NCAC 02T 01 14tf)? W Yes ❑ No
If yes a cony of flow reduction approval letter with this application
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(f))
Daily Design Flow',b
No. of Units
Flow
3-BR residential units
240 gal/day
24
5.760 GPD
gall
GPD
gall
GPD
gall
GPD
gal/
GPD
gall
GPD
Total
5,760 GPD
a See 15A NCAC 02T10114tbl, CdJ Le LIJ and Le 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(c), design flow rates for establishments not identified [in table 15A 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: 5�760 GPD (per 15A.NCAC 02T .01 14)
Do not include future flows or previously permitted allocations
If permitted flow is zero, please indicate why:
❑ Pump Station,Torce Main or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line.
Please provide supplementary information indicating the approximate timeframe for permitting upstream sewers with flow.
❑ Flow has already been allocated in Permit Number: Issuance Date:
❑ Rehabilitation or replacement of existing sewers with no new flow expected
❑ Other (Explain):
FORM: FTA 06-21 PatTe 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
8
1,481
PVC
r ,
Section 11 & III of the MDC for Permiiting, 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 requirements is not allowed and a violation of the MDC
Vlll. PUMP STATION DESIGN CRITERIA (if Applicable) -- 02T .0305 & MDC (Pump Stations/Force Mains):
PROVIDL A SF_PARATE, COPY OF THIS PAGE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name: NIA
7. Approximate Coordinates (Decimal Degrees): Latitude: Longitude: -
3. Total number of pumps at the pump station:
3. Design flow of the pump station: I millions gallons per day (firm capacity)
J- This should reflect the total GPM for the pump station with the largest pump out of service.
4. Operational point(s) per pump(s); _ gallons per minute (GPM) at feet total dynamic head (TDH1
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches)
Length (feet)
Material
NIA
NIA
NIA
If any portion of the force main is less than 4-inches in diameter, please identify the method of solids reduction per
MDCPSFM Section 2.01C.1.b. ❑ Grinder Pump ❑ Mechanical Bar Screen ❑ Other (please specify)
6. Power reliability in accordance with 15A NCAC 02T .0305(h)( I ]:
❑ Standby power source or ❑ Standby pump
Must have 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 and may not be portable
Or if the pump station has an average daily flow less than 15.000 gallons per day 15A NCACO2T.0305(h)(1)(C):
❑ Portable power source with manual activation. quick -connection receptacle and telemetry -
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry:
Include documentation that the portable source is owned or contracted by the applicant and is compatible with the
station.
FORM: FTA 06-21 Page 3 of 5

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 as part of this permit application in the case of a multiple station power outage.
FORM: FTA 06-2 l Page 4 of 5

IX. SETBACKS & SEPARATIONS - (02B .0200 & 15A NCAC 02T .0305(f)):
1. Does the project comply with all separations;'alternatives found in 15A NCAC 02T .0305(f) & (g)? (A Yes ❑ No
15A NCAC 02T.0305(f) contains minimum separations that shall be provided for sewers stems:
k Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below (vertical)
18 inches
'Water mains (vertical - water over sewer preferred, 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, and associated wetlands.
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 associated with these waters (see item IX.2)
50 feet
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches, as well as wetlands associated with these waters or classified as WL.
10 feet
Any building foundation (horizontal)
5 feet
Any basement (horizontal)
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
If noncompliance with 02T.03051Q,or„ see Section X.1 of this application
* 15A NCAC 02T.0305f91 contains alternatives where separations in 02T.0305((' cannot be achieved. Please check "yes"
above if these alternatives are used and provide narrative information to explain.
**Stream classifications can be identified using the Division's NC Surface Water Classifications webpue-
2. Does this project comply with the minimum separation requirements for water mains? [A Yes ❑ No ❑ N"A
If no, please refer to 15A NCAC 18C.0906(0 for documentation requirements and submit a separate document,
signedisealed by an NC licensed PE, verifying the criteria outlined in that Rule.
3. Does the project comply with separation requirements for wetlands? Yes [:)No ❑ N?A
:- Please provide supplementary information identifying the areas of non-conformance.
:- See the Division's draft separation requirements for situations where separation cannot be met.
No variance is required if the alternative design criteria specified is utilized in design and construction.
4. Is the project located in a river basin subject to any State buffer rules? M Yes Basin name: Neuse ❑ No
If yes, does the project comply with setbacks found in the river basin rules per 15A NCAC 02B .0260? m Yes ❑ No
.� This includes Trout Buffered Streams per 15A NCAC 2B.0202
5. Does the project require coveragefauthorization under a 404 Nat ionwiderindividual permits [A Yes ❑ No
or 401 Water Quality Certifications?
v Please provide the permit numbedpermitting status in the cover letter if coverageiauthorization is required.
6. Does project comply with 15A NCAC 02T.0105(c.K6) (additional permits,rcertifications)? [A Yes ❑ No
Per 15A NCAC 02T_O 105(c1[6), directly related environmental permits or certification applications must be 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.).
7. Does this project include any sewer collection lines that are deemed "high -priority?" ❑ Yes HI No
Per 15A. NCAC 02T_0402. "high -priority sewer" means any aerial sewer, sewer contacting surface waters.
siphon, or sewers positioned parallel to streambanks that are subject to erosion that undermines or deteriorates the sewer.
Siphons and sewers suspended through interference/conflict boxes require a variance approval.
1f 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 permittee's individual System -Wide Collection permit.
FORM: FTA 06-21 Paae 5 of 5

X. CERTIFICATIONS:
1. Does the submitted system comply with 15A NCAC 02T, the Minimum Design Criteria for the Permitting of Pumo Stations
and. Force Mains (latest version, and the Gravity Sewer Minimum _Design Criteria (latest version) as applicable?
[� Yes ❑ No
If no, for projects requiring a single variance, complete and submit the Variance;;Alternative Design Request application
(VADC 10-14) and supporting documents for review to the Central Office. Approval of the request will be issued
concurrently with the approval of the permit, and projects requiring a variance approval may be subject to longer
review times. For proiects requirine two or more variances or where the variance is determined by the Division to be
a significant portion of the proiect, the full technical review is required.
Professional Engineer's Certification:
I. .6zRy 7- �A/,Tn'J attest that this application for N�u./ 5 evss✓nr
(Professional I-ngineer's narne from Application Item Ill. I } (Project Name from Application Item ll 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,
Minimum Design Criteria .for Gravity Sewers (latest version), and the Minimum Design Criteria for the Fast -Track
Perm'ttiny. 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. Misrepresentation of the
application information, including failure to disclose any design non-compliance with the applicable Rules and design
criteria, may subject the North Carolina -licensed Professional Engineer to referral to the liceri�ipg bo�ifo. (21 NCAC 56.0701)
"CAR'"ff ............
North Carolina Professional Engineer's seal, signature, and date: •0Q•., St'.
SEAL
162E2'
•,�
I
Applicant's Certification per 15A NCAC 02T .0106(b):
I, rJdXAh;L. C. i-Gtmltil , attest that this application for hS (_y0%s s_.
1Srgnature Authority Name from Application Item 13.) (Project Name tom ApphcA& Item II 1)
attest that this application 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.
CASignature: C
Date: LA�
FORM: FTA 06-21 Patle 6 of 5

NC Dept of Environmental Qua"t` State of North Carolina
Department of Environmental Quality
%r.1 t 202 Division of Water Resources
Division of Water Resources Flow Tracking for Sewer Extension Applications
Raleigh Rcb6onal Office (FTSE 10-18)
Entity Requesting Allocation: Johnston County
Project Name for which flow is being requested: Willis Crossing
More than one FTSE may be requiredfor a single project if the owner of the WWTP is not responsible for all pump
stations along the route of theeroposed wastewater flow.
1. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Central Johnston County WWTP
b. WWTP Facility Permit #: NCO030716
All flows are in MGD
c. WWTP facility's permitted flow 9.5
d. Estimated obligated flow not yet tributary to the WWTP 2.391
e. WWTP facility's actual avg. flow 6.741
f. Total flow for this specific request 0.00576
g. Total actual and obligated flows to the facility 9.132
h. Percent of permitted flow used 71 actual, 96.1 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:
(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 { p0, Avg. Daily Daily Flow, Obligated Available
Number) No_ MGD MGD Flow, MGD MGD Flow Capacity***
Mill Creuir 40925Mod 0.1152 0.0461 0.0002 0.0235 0,03535 0.020735
Wilson's 5898 0.72 0.288 0.1485 0.1392 0.3179 0.0003
* 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): Mill Creek
Downstream Permit Number: WQ0040925mod
Page 1 of 6
FTCF I n-1 R

11I. Certification Statement:
1 Chandra C. Farmer, PE _ 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.
10151 as
Signature Date
Title of Signing Official
Page 2 of 6
FTSE 10-18

Dalton Engineering
and Associates, PA.
111THOUX
NCDEQ FAST TRACK APPLICATION (FTA 04-16 )
Sub. Willis Crossings
Town of Wilson's Mills
Johnston County, North Carolina
Developer: Kenneth R. Jones
P.O. Box 208
Wilson's Mills, North Carolina 27593
Kenneth R. Jones is proposing to develop Willis Crossings, which is located in the Town
of Wilson's Mills, in central Johnston County. The project site is located in the Northeast
quadrant of the intersection of Wilson's Mills Road / Wilson's Mills Road Extension.
The project includes the development of 24 multi -family dwelling units, water, sewer and
storm drainage facilities. The project will consist of the construction of roadway that will
provide access to the development with a water system extension and a gravity sanitary
sewer system extension.
If there are any questions or comments, please do not hesitate to call.
Thank you.
Jo athan Ba 7h:s&�___
446 East Main Street A, P.O. Box 426 &. Clayton, NC 27528 *. (919) 550-47401Fox [phone]

IdC J epW OFERVIroamental Quaiit5
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* * * DISCLAIMER
Johnston County assumes no 08on represented here.
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Johnston County GIS
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ArrAcamar 1
��`�(A WA rF94G
Michael F. Easley, Governor
un
William G. Ross Jr., Secretary
j North Carolina Department of Environment and Natural Resources
4 Y 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 80)gpd for each bedroom above two.. Regardless of the adjusted
design daji y wastewater flow rate at no time shall the wastewater flows exceed the effluent Ijmj#s
defined in the NPDES permit for the treatment facility' 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 comments regarding this matter, please contact Marie Doklovic
at [phone] ext. 371.
Sincerely,
lrAlan W. Klimek, P.E.
cc: Ken Schuster, Raleigh Regional Office f�
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 Unit Internet hlfpJ/h2o.enr.nastate.us/ndpu
NO Carolina 1617 Mail Service Center, Raleigh, NC 27699.1617 An Equal Opportunity Action Employer
NturRil Telephone (91 s) 733.6083 Fax [phone]% recycled/10°h post -consumer paper
L L

Dalton Engineering —
and Associates, P. A.
NC Dept of EnvinmmenW Q Mty
LETTER OF TRANSMITTAL
TO: N.C.D.E.Q. -Raleigh Regional Office
DATE: 10/11/2022
X PLANS
SPECIFICATIONS
REVISED PLANS
PERMITS
OCT 1 " 2022
Ral WA RcVonal office
ATTENTION: Jason Robinson, P.E.
Ir¢FERLWCE: Willis Crossings
We are sending You
X CHECK
COPY OF LETTER
X APPLICATIONS
X OTHER
2 Fast Track Sewer System Extension Application
1 Application Fee: $480.00 ( check # 12129 )
2 Flow Tracking Acceptance Form
2 Flow Reduction Approval Transmittal
2 Cover Letter
2 ea. USGS Tovociraohic Mau and Street Level (Aerial) Map
These are transmitted as checked below:
X For Approval Revisions As Requested
As Requested Return Corrected Copies
Review & Comment Make Corrections Needed
For Your Use Other
COMMENTS
THANK YOU
Jonathan Ba es
Dalton Engineering and Associates. P A.