WQ0040925_Application (FTSE)_20190424

State of North Carolina
Department of Environmental Quality
f
Division of Water Resources
).WR
-- "� � ISA NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
ivlslon of Water Resources VIA 04-16 & SUPPORTING DOCUMENTATION
Application Number:W 00q0 5 (to be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
I-
AppIicant'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 Farmer per 15A NCAC 02T .0106fb1
Title: Director of Public Utilities
4.
Applicant's mailing address: 309 E. Market Street
City: Smithfield State: NC Zip: 27577-
5.
Applicant's contact information:
Phone number: 9I9 989-5075 Email Address: [e-mail]
IL PROJECT INFORMATION:
1.
Project name: Millcreek Subdivision
2.
Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project
12
ry
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
3.
County where project is located: Johnston County
4.
Approximate Coordinates (Decimal Degrees): Latitude: 35.605915' Longitude:-78.356895 '
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5.
ParceI ID (if applicable): 1697000-03-6642
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(or Parcel ID to closest downstream sewer)
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III. CONSULTANT INFORMATION:
I. Professional Engineer: Michael Theberge License Number: 043610
A
Firm: BohIer Engineering NC. PLLC
Mailing address: 1927 S. T on Street, Suite 310
City: Charlotte State: NC Zip: 28203-
Phone number: 980 272-3400 Email Address: MThebergeAbohlereng.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
I. Facility Name: Centra Johnston County Regional Wastewater Facility+ Permit Number: NC 0030716
Owner Name: Johnston County
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): W 005898 Downstream (Receiving) Sewer Size: 8 inch
Systcm Wide C'ollcction_System Permit Number O-0rapplicable): WQCS00060
Owner Name(s): Johnston County
FORM: FTA 04-16 Pagel of5

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 ®NIA
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FORM: DEV) been attached?
® Yes ❑No ❑NIA
3. If the Applicant is a Home/P pea Owners' Association has an O erational Agreement FORM: HOA 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 preparationtservice ❑ Hotel and/or Motels
❑ School / preschool / day care ❑ MedicaI I dental / veterinary facilities ❑ Swimming Pool /CIubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming Pool/Filter Backwash
❑ Businesses / offices / factories ❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater: 100 % Domestic/Commcrcial _ _% Commercial
% Industrial See 15A NCAC 2T .0103 20
4 Is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Has a flow reduction been approved under 15A NCAC 02T .0114ff1? ❑ Yes ❑ No
D If -Yes, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 021.01140
Daily Design Flow
No. of Units
Flow
Dwelling Units (3 Bedroom Option)
240 gal/DU
86
20640 GPD
gay
GPD
gay
GPD
gay
GPD
gal/
GPD
gay
GPD
Tntal
20640 GPD
a See 15A Nf�AC QZT.011461. Wk fell l l and f e)f i1 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 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: 20640 GPD (per 15A NCAC 021' .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:
❑ RehabiIitation 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)
Material
8"
4200
SDR-35 PVC
8„
665
C900 PVC
8"
15
Coated DIP
0
➢ 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
VIII. PUMP STATION DESIGN CRITERIA (If Applicable), 2�i. T .030 & MDC (Purnp Stati n Free Mains:
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
I . Pump station number or name: Millcreek Pump Station
2. Approximate Coordinates (Decimal Degrees): Latitude: 35.5989 Longitude:-78.3590
3. Design flow of the pump station: .036 millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): 85.8 gallons per minute at 51.8 feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches) Length (feet) Material
4 2550 C900
6. Power reliability in accordance with 13A MAC 02T-039M)(1):
® Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .0305(h)(l)(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 timeframes, shall be provided
in the case of a multiple station power outage.
FORM: f-TA 04-16 Page 3 of

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(t)):
1. Does the project comply with all separations found in 15A NCAC 02T _0305(fl & (VI
➢ 15A NCAC 02T.0305(f) contains minimum separations that shall he nrnvided for.rrwrr cvcteme-
® Yes [:]No
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below vertical
24 inches
Water mains vertical -water aver 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 II impounded reservoirs used as a source of drinking 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 Lsee item IX.2
50 feet
**Any other stream, lake, impoundment, or ground water Iowering 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 ools
10 feet
Final earth grade vertical
36 inches
➢ 15A NCAC 02T.0305 contains alternatives where separations in 02T.0305ff1 cannot be achieved.
➢ **Stream classifications can be identified using the Division's NC Surface Water Classifications wehaaae
➢ If noncompliance with.02TU305M or (Vj see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ® 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 15 NCAC 02B ,020D ® Yes ❑ No ❑ NIA
➢ This would include Trout Buffered Streams per 1 _NCAC 213,020
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 ISA MAC 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 ❑ NIA
➢ 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:
Does the submitted system comply with 15A NCAC 02T, the Minimuip-Des' n teria for the Permitting aF Pomp Stations.
and Force Mains (latest version and the Gravity Sewer Minimum Desi n ' erin ]atcg 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 rc uired Prior to submittal of the FastTrack Application and supportinz documents.
2. Professional Engineer's Certification:
I'- - t,rJdeZ WL�ef _
attest that this application for
(Professional Engi is name from Application Item IIl.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 143-215.613, 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:
3. Applicant's Certification per 15A NCAC 02T .0106(b):
I' - '—� u V,mm, }—�Y((T�C.._Q���11 � attest that this application for
(Signature Authority's name & title from Application Item 1.3.)
has been reviewed by me and is accurate and complete to the best of my knowledge. 1 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.
Signature: C .
Date:
1:ORM: FTA 04-16 Page 5 of 5

-W.
State of North Carolina
Department of Environment and Natural Resources
DWR Division of Water Resources
Division of Water Resources Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 08-13)
Project Applicant Name: Johnston County
Project Name for which flow is being requested: Millcreek Subdivision
More than one FTSE may he required for a single project if the owner of the WWTP is not responsible far 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: Central Johnston County WWTP
b. WWTP Facility Permit #: NCO030716
Al!florps are in MGD
c. WWTP facility's permitted flow 9.5 MGD
d. Estimated obligated flow not yet tributary to the WWTP 2.0738
e. WWTP facility's actual avg. flow 5.841
f. Total flow for this specific request 0.036
g. Total actual and obligated flows to the facility 7.9508
h. Percent of permitted flow used 1.5492
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
Average Daily
Approx.
Not Yet
Total Current
Station
Firm
Flow**
Current Avg.
Tributary
Flow Plus
(Name or
Capacity,*
(firm / pf),
Daily Flow,
Daily Flow,
Obligated
Available
Number)
MGD
MGD
MGD
MGD
Flow
Capacity***
Ives Landing
0.4637
0.1854
0.04248
0.08416
0.12664
0.05883
Wilson Mills
0.720
0.288
0.11221
0.29611
0.40831
0.12031 Q .
J
* The Firm Capacity 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 (pi) not less than 2.5.
*** A Planning Assessment Addendum shall be attached for each pump station Iocated
between the project connection point and the WWTP where the Available Capacity is < 0.
Page 1 of 6
FTSE 08-13

M
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 indicates acceptance of this wastewater flow.
Signing Ofjlcial Signature
Date
Page 2 of 6
IiTSE 08-13

FTSE PLANNING ASSESSMICNT 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
103% % and 0.296 MGD of the Available Capacity (E) in Pump Station
Wilson Mills Rd ; and that
b. The rate of activation of this obligated, not yet tributary capacity is currently approximately
0.04_ _ MGD per year; and that
c. A funded Capital Project that will provide the required planned capacity, namely
Wilsons Mills Road WWPS Upgrade is in design or under construction with
planned completion in 2019or 80% capacity ; and/or
d. The following applies:
Prelimina desi of an upgrade to the Wilson's Mills Rd WWPS will
be included as a capital project in the FY 2019-20 budget.
The actual flow to the Wilson's Mills WWPS is only 39% of the capacity. An upgrade will
be desigged and ready for when flow to the station approaches 80% of ca aci .
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 Date
Page 3 of 6
FTSE 08-13

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� Michael F. Easley, Governor
i William C. Floss Jr., secretary
North Carolina Depatnent of Environment and Natural Resourms
C! Alan W. Klimek, KE., Director
... - ...... DIv �1Q$of waler Quality
May 18, 2005
Timothy Broome, PE, Director of Infrastructure and Engineering
Johnston County Public Utilities r ;
PO Box 2263 fi .c���`�y'
Smithfield, NC 27577 ;
Subject: Johnston County
Residential Flow Reduction Approval
Johnston County
Dear Mr. Bmome:
On February 22, 2005, the Division of Water Quality received a flow reduction request for
reaidehces in Johnston County, The. letter requests an allowable flow rate of 80 GPD per residential
bedroom based on the evaluated data for three similar existfhg 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
infcrnatich requested. Based upon thla data and the County response to our additional lirtarrnation
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. Rectardless of the sarllrrctrarF
me, gaLwitnuaAr—serviaconnection(Ph A permit modification and fee
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,
r,Alan W. Klimek, P.E.
ter;: 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
ne Pretreatment; Emergenwy response and Collection Systems Unit Fntemet hOp9m2menr ncstale,tWrt*u
1 y ti CarO *.na iti17 Meil la`arvlca Caster, Rale(gh, NO 27699.1017 An Equal opportunity Action Employer
Tetephate {51ti)i335otl3 Fax {919)73�48ti9 SU%AlRde IMApost- onsurnarpaper
U

Fast Track Sewer Extension Cover Letter
Project: Millcreek
633 Southerland Road
Johnston County
Town of Wilson's Mills, NC
Project 4: NCC 172062
Date: April 23, 2018
NC Dept of Environmental Quality
APR 2 4 2019
Raleigh Regional Office
As part of the Fast Track Sewer Application for Millcreek Subdivisions, it is required that a Cover Letter
accompany the application.
This project will include the construction of a single family residential subdivision within the Town of
Wilson's Mills, NC. This development will include 86 single family lots in the Millcreek Subdivision. On
Millcreek side, the proposed public sanitary sewer system gravity to a proposed public pump station on
site and pump to the permitted public system at The Cottages of Wilsons Mills. The pump station was
designed to account for future development totaling 150 single family lots. The required flow allocation
for the 86 lot currently being permitted is 20,640 gpd. See the Pump Station report for more details.
This package includes the information listed below in order to permit the project described above for a
public sewer main extension.
• C. Application Fee
• D. Fast Track (Form: FTA 04-16)
• E. Flow Tracking/ Acceptance Form (Form: USE 04-16)
• F. Site maps
• J. Operational Agreement (Form: DEV)
• Flow Reduction Approval
• Sewer Plans
• Pump Station Calculations
• Electrical Plans and Specifications
• Sewer Specifications
Please feel free to contact this office at 980-272-3400 if you have any questions or need further
clarifications.
Professional Engineer: Michael A. Theberge

Cashion, Ted
From: Chandra Farmer <[e-mail]>
Sent: Wednesday, June 05, 2019 4:20 PM
To: Cashion, Ted; [e-mail]
Cc: Robinson, Jason
Subject: [External] RE: Millcreek Subdivision fast track sewer extension application
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an
attachment to repo [e-mail]<maiIto: re [e-mail]>
Ted,
Yes, please disregard the agreement and check "yes" for the flow reduction.
Thanks
Chandra
Chandra Cox Farmer, PE
Director
Johnston County Department of Public Utilities
PO Box 2253
309 E. Market St.
Smithfield, NC 27577
[phone]
[phone] (fax)
-----Original Message -----
From: Cashion, Ted <[e-mail]>
Sent: Wednesday, June 5, 2019 3:41 PM
To: Chandra Farmer ([e-mail])<[e-mail]>;
[e-mail]
Cc: Robinson, Jason <[e-mail]>
Subject: Millcreek Subdivision fast track sewer extension application
Hi Chandra and Michael,
We are reviewing the subject application and have a couple of questions.

Item VI.2 notes the applicant is a developer of lots to be sold, and a Developer's Operational agreement was included
with the application. If Johnston County is to be the applicant/permittee, then no developers agreement is required.
We'll just disregard the agreement if it's agreeable to you.
Item V1.6 was not marked that a flow reduction has been approved. With your permission we'll mark this section "yes"
for a flow reduction.
Please respond asap so we can issue the permit asap.
Thx
ted
Ted Cashion
Water Quality Regional Operations
Division of Water Resources
NC Department of Environmental Quality
Raleigh Regional Office
919-791-4254
[e-mail]<mailto:[e-mail]>
1628 Mail Service Center
Raleigh, NC 27699-1628
3800 Barrett Drive
Raleigh, NC 27609
[cid:[e-mail]4D3A10]
Subscribe to Collection System & Sewer Permitting
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Cashion, Ted
From: Cashion, Ted
Sent: Wednesday, June 05, 2019 3:41 PM
To: Chandra Farmer ([e-mail]); [e-mail]
Cc: Robinson, Jason
Subject: Milicreek Subdivision fast track sewer extension application
Hi Chandra and Michael,
We are reviewing the subject application and have a couple of questions.
Item VI.2 notes the applicant is a developer of lots to be sold, and a Developer's Operational agreement was included
with the application. If Johnston County is to be the applicant/permittee, then no developers agreement is
required. We'll just disregard the agreement if it's agreeable to you.
Item VI.6 was not marked that a flow reduction has been approved. With your permission we'll mark this section "yes"
for a flow reduction.
Please respond asap so we can issue the permit asap.
Thx
ted
Ted Cashion
Water Quality Regional Operations
Division of Water Resources
NC Department of Environmental Quality
Raleigh Regional Office
919-791-4254
[e-mail]
1628 Mail Service Center
Raleigh, NC 27699-1628
3800 Barrett Drive
Raleigh, NC 27609
ID
4=E
Nl-�t INA
Oeaartment of Ertvirormentsl Quality
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