WQ0040925_Application (FTSE)_20190801

State of North Carolina
Department of Environmental Quality
DWR Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 04-16 & SgPPORTING DOCUMENTATION
q u� 0
Application Number: O t{li i� �(to be completed by DWtt)
All items must be completed or the application will be returned Aijo 1 2019
1. APPLICANT INFORMATION: S tri l�glOilr Q 1Cl3
1.
2.
3.
4.
5.
Applicant's name: Johnston County (company, municipality, HOA, utility, etc.)
Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership
❑ Federal ® State/County ❑ Municipal
Signature authority's name: Chandra Farmer per 15A NCAC 02T .0106(b)
Title: Director of Public Utilities
Applicant's mailing address: 309 E. Market Street
City: Smithfield State: NC Zip: 27577-
Applicant's contact information:
Phone number: [phone] Email Address: chandra.farmer(a,iohnstonnc.com
11. PROJECT INFORMATION:
❑ Privately -Owned Public Utility
❑ Other � � f � G t, C �jL
�I
sv� u 0
1. Project name: Millcreek Subdivision
2. Application/Project status: ❑ Proposed (New Permit) ® Existing Permit/Project
If a modification, provide the existing permit number: WQ0040925 and issued date: 6/7/20197i�,
If new construction but part of a master plan, provide the existing permit number: WQ00
3. County where project is located: Johnston County
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.605915 Longitude:-78.356895"
5. Parcel 1D (if applicable): 1697000-03-6642
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
I . Professional Engineer: Michael Theber a License Number: 043610
Firm: Bohler_Engineering NC, PLLC
Mailing address: 1927 S. Tryon Street. Suite 310
City: Charlotte State: NC Zip: 28203-
Phone number: [phone] Email Address: MTheberse(a)bohlereng.com
5 `
I A—
t�
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION: trL rn
I. Facility Name: Centro 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): WQ005898 Downstream (Receiving) Sewer Size: 8 inch
System Wide Collection System Permit Numbers if applicable): WQCS00060
Owner Name(s): Johnston County
FORM: FTA 04-I6 Pagel of 5

VI. GENERAL REQUIREMENTS
I. 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 Developer's Operational Agreement FORM: DEV been attached?
® Yes dNo ❑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 ❑ Retail (stores, centers, malls) ❑ Car Wash
❑ Residential Leased ❑ Retail with food preparation/service ❑ Hotel and/or Motels
❑ School / preschool / day care ❑ Medical f dental veterinary facilities ❑ Swimming Pool (Clubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming Pool:'Filter Backwash
❑ Businesses / offices / factories ❑ Nursing biome ❑ Other (Explain in Attachment)
5. Nature of wastewater: 100 % Domestic/Commercial % Commercial
% Industrial (See 15A NCAC 02T_.0103(20))
I -Is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Hasa flow reduction been approved under 15A NCAC 02T .01 14 ? ❑ Yes ❑ No
i If yes, provide a co v of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 011.01 la{Ij)
Daily Design Flow °,I'
No. of Units
Flow
Dwelling Units (3 Bedroom Option)
240 gal/DU
86
20640 GPD
gall
GPD
gal/
GPD
gall
GPD
gal/
GPD
gal/
GPD
Total
20640 GPD
a See I SA NCAC 02T .01 14(b). (d). (e)(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 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: 20640 GPD (per 15A NCAC 02T .01 14}
;- 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

Vli. GRAVITY SEWER DESIGN CRITERIA (if Applicable) - 02T .0305 & MDC(Gravity Sewers),:
1. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
i
Material
8"
4200
SDR-35 PVC
8"
665
C900 PVC
8"
15
Coated DIP
�r
�� �� IYId� p �✓"~
i Section 11 & 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
Vlli. 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: Millcreek_ Pump Station
2. Approximate Coordinates (Decimal Degrees): Latitude: 35.598 Longitude:-78.359
3. Design Flow of the pump station: .0461 millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): 80 gallons per minute at 62 feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches)
Length (feet) Material
4
4250
C900
ta,�SO
6. Power reliability in accordance with 15A NCAC 02T .0305 h I :
® Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .0305(h)(I)(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)
D W`
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.
i 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 multiple station power outage.
FORM: F fA 04-16 Page 3 of

1X. SETBACKS & SEPARATIONS - (02B.0200 &. 15A NCAC 02T.0305(t)):
1. Does the project comply with all separations found in 15A NCAC 02T .0305(t) & {g) ® Yes [-]No
� 15A NCAC 02T.0305 contains minimum se arations that shall be nrovided for sewers stems
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below vertical
24 inches
Water mains f vertical -water over sewer including, in benched trenches
18 inches
Water mains horizontal
10 feet
Reclaimed water lines vertical - reclaimed over serer
18 inches
Reclaimed water lines horizontal - reclaimed over sewer
2 feet
**Any private or public water supply source, including any wells, WS-I waters ofClass I or
Class 11 impounded reservoirs used as a source of drinkin water
100 feet
**Waters classified WS (except WS-1 or WS-V), B, SA, ORW, FIQW, or SB from normal
high water or tide elevation and wetlands see item IX.;)__50
feet
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
10 feet
Any building foundation
5 feet
An basement
10 feet
Top slope of embankment or cuts of 2 feet or more vertical height
10 feet
Drainages stems and interceptor drains
5 feet
Any swimming ools
10 feet
Final earth grade vertical -
36 inches
i 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 webaage
> If noncompliance with 02T.0305( or (g), see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ® Yes ❑ No ❑ N A
> 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 ❑ N A
This would include Trout Buffered Streams per 15A NCAC 2B.0202
4. Does the project require coveragoauthorization under a 404 Nationwide or ® Yes [:]No
individual permits or 401 Water Quality Certifications?
�- Information can be obtained from the 401 & Buffer Permittine Branch
5. Does project comply with 15A NCAC 02T.0I05(c)(6) (additional permitsicertiFications)? ® Yes ❑ No
Per I5A 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.).
G. 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 ❑ 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 permittne or its representative at least once every six -months and inspections
documented per 15A NCAC 02T.0403(a)(5) or the pernritee's individual System -Wide Collection permit.
FORM: FTA 04-1 G Page 4 of 5

X. CERTIFICATIONS:
Does the submitted system comply with 15A NCAC 02T, the Minimum Desi =n Criteria for the Permittin of ('um �_ Statioms
and Force Main latest version and the Gravity Sewer Minimum Dcsigiti Criteria (latest 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 rc uest is ret uired orior to submittal ofthe Fast Track Avalication and supporting documents.
2. Professional Engineer's Certification:
onal Engineer's
from Application Item Ill.1.)
attest that this application for
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. 1 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.
�.......... -- 1111 WRrf
North Carolina Professional Engineer's seal, signature, and date: got
r•''Q'�� H' ESSjp0 ••
x �361 M
nA
3. Applicant's Certification per 15A NCAC 02T .0106(b):
1' ' VWYMWH"1 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. 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,
'A
(!k
Signature: Date:
FORM: FTA 04-16 Page 5 of 5

State of North Carolina
L a Department of Environmental Quality
Division of Water Resources
MOslon of Water Resources Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: Johnston County
Project Name for which flow is being requested: Millcreek Subdivision - Rev to 0040925
Hore than one FTSE may be required for a single project !f the owner of the fl'WTP Is not responsible for all pump
stations along the route of the proposed wastewater, jTow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Central Johnston County Re Tonal WW Facility
b. WWTP Facility Permit 4: NC 030716
Afl lows are in A'IGD
c. WWTP facility's permitted flow 9.5
d. Estimated obligated flow not yet tributary to the WWTP 2.1707
e. WWTP facility's actual avg. flow 5.841
f. Total flow for this specific request 0.02064
g. Total actual and obligated flows to the facility 8.0402
h. Percent of permitted flow used 61.5% actual, 88.2% paper
I1. 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)
Design
Pump
Pump
Average
Station
Station
Firm
Daily Flow**
(Name or
Permit
Capacity, *
(Firm 1 pf),
Number)
No.
MGD
MGD
Mill
40925mod
0.1152
0.0461
Wilson's
05898
0.720
0.288
(B)
(C)
(D)=(B+C)
(E)=(A-D)
Obligated,
Approx.
Not Yet
Total Current
Current
Tributary
Flow Plus
Avg. Daily
Daily Flow,
Obligated
Available
Flow, MGD
MGD
Flow
Capacity***
0 (New)
0.02064
0.02064
0.02544
0.112
0.281
0.393
(0.105)
* 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
(pi) 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): Wilson's Mills WWPS
Downstream Permit Number: 0.5898
Page l of 6
FTSE 10-18

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.
Signing Official Signature
Title of Signing
Date
Page 2 of 6
FUSE 14-18

PLANNING ASSESSMENT ADDENDUM (PAA)
Submit a planning assessment addendum for each pump station listed in Section II 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
98 % and 0.281 MGD of the Available Capacity (E) in Pump Station
Wilson's Mills ; and that
b. The rate of activation of this obligated, not yet tributary capacity is currently approximately
0.05 MGD per year; and that
c. A funded Capital Project that will provide the required planned capacity, namely
Wilson's Mlll_s WWPS Upgrade is in design or under construction with
planned completion in 2021 ; and/or
d_ The following applies:
The station has 0.1756 MGD in capacity available to be used as flows are converted from
paper to actual flow and this is more that the maximum of 0.125 MGD that is expected to be
activated in the next 30 months,
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.
Official Signalure
ok lia
Dale
Page 3 of 6
FTSE 10-18

o� war�q
[� Q Michael F. Easley. Governor
�0 G
liar WE,vn G. Ross Jr., secretary
> North Comma r7apartmanl of Environment and Natural Resourm
Ca �
Alan W. Klimek, ? E , Dream
Dlvisltyp of Water Quality
May 18, 2005 q
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 20C14 was analyzed by central office and regional office staff with additional
lriformatlon requested. Based upon this data and the County response to our additional fafa3rmatiorl
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 801gpd for each bedroom above two. Regardless of the adlustasi�l
desion dailv WASfRil=#ar firm., r�ra -& -- at.�_ _1_u ate__ _.. _
required to apply this flow reduction to any existing permits where permit
en to s ha ebeen allocated.nd fee is
If you have any questions or comments regarding this matter, please contact Marie Ooldovic
at [phone] ext. 371 _
Sincerely,
,Alan W. Klimek, P.E.
cc Ken Schuster, Raleigh Regional Office
Barry Herzberg, Raleigh Regional Office
Mark McIntire, NPDES East Program
Kimberly Rinser, PE, Johnston County Public Utilities
PERCS Flow Reduction File
ne PtetreaUnonl, Emergency Response and ColladlonSysteam Unit Intemel httpWh2o.enr.ncsWo Wrxipu
O CiarO 11Ia 1617 W1 Semite Canner, Ralel h, NC 27699-1017 An Equal opportunity adron Frnoyer
taAzralij� Telephone (g19)733-SOtl3 Fax (9i9)733g089 50%reryded IMApost-consumerpaper
U

Fast Track Sewer Extension Cover Letter
Project: Millcreek
633 Southerland Road
Johnston County
Town of Wilson's Mills, NC
Project #: NCC 172062
Date: July 31, 2019
,VC Dept of f= nvironmental Quality
r-
Raleigh Regional WECe
As part of the Fast Track Sewer Application for Millcreek Subdivisions, it is required that a Cover Letter
accompany the application.
This project was previously approved to a different outfall location. This permit revision pumps the flow
to a different outfall and includes an off -site force main for those purposes. The flows have not changed
and the pump station has only received minor updates for the new pumping distance.
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: FTSE 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

BOHLER ENGINEERING NC, PLLC
1927 South Tryon Street Suite 310, Charlotte, NC 28203
Professional Engineering Services Telephone: [phone] Fax: [phone]
LETTER OF TRANSMITTAL
VIA: FedEx
TO: NCDEQ
Raleigh Regional Office
1628 Mail Service Center
Raleigh, NC 27699-1628
ATTN: Division of Water Resources
RE: Sewer Extension Application
- Pump Station
14C Dept of Environmental f)Lh
DATE: July 31, 2019
JOB NO: NCC 172062 AUG 2019
WE ARE SENDING YOU ❑ Shop drawings ❑ Copy of letter ®Attached ❑ Prints ❑ Change order Melgh Regional U I11,.,
COPIES DESCRIPTION
I Check in the amount of$480
1 Fast Track Application package
1 Pump Station Calculation Report
1 Electrical Plans and Specifications
1 Sewer Plans and Specifications
These Are Transmitted: ❑ For approval [--]For your use ®As requested
® For review and comment ❑Approved as submitted ❑Approved as noted
❑ Returned for corrections
REMARKS:
If you have any questions or require additional information, please do not hesitate to contact this office at (980)
272-3400.
Michael Theberge, P.E.
Project Manager od#

'Vo"I"tihm Warmly
DEPARTMENT OF PUBLIC UTILITIES
POST OFFICE BOX 2263
SMITHFIELD, N.C. 27577
[phone]
July 24, 2019
Michael A. Theberge., PE
1927 S. Tryon Street
Suite 310
Charlotte, NC 28203
Re: Sewer Facilities to Serve Millcreek Subdivision
JC Project No: 19-043-P
Plan Approval
Dear Mr. Theberge:
14C Dept of Environmental Quality
Raleigh Regional Office
This letter is to confirm that the engineering plans and technical specifications have been approved for the sewer
facilities to serve Millcreek subdivision, Johnston County Serial No. 19-043-P.
Before starting construction and 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,
0 t V, V,�
Mike Keen
Utilities Manager
cc: Chandra Coats, PE - Public Utilities Director
Printed on recycled paper co

Cashion, Ted
From: Cashion, Ted
Sent: Monday, September 09, 2019 11:51 AM
To: [e-mail]; Chandra Farmer ([e-mail])
Cc: Robinson, Jason; Deck, Erin M; [e-mail]
Subject: Millcreek Subdivision fast track sewer application mod
We are reviewing the subject application and have ouple of questions.
It appears that the Wilson'sZent
ave an available capacity of (0.12 mgd) instead of (0.2807 mgd). Can you
confirm?
A Developers Operational Awas included with the application. If Johnston County will be the permittee
for this project, no DOA is ronfirm if a DOA is needed for this project.
We'll continue drafting the permit upon submittal of the above. A--
G
ted
Ted Cashion
Water Quality Regional Operations
Division of Water Resources
NC Department of Environmental Quality
Raleigh Regional Office
919-791-4254
ted.cashion(@ncdenr.eov
1628 Mail Service Center
Raleigh, NC 27699-1628
3800 Barrett Drive
Raleigh, NC 27609
D�.E
0rpat'- e't 0lrr. rnrrvrt.l ok-!t /-�
Subscribe to Collection System 8t Sewer Permitting Updates
Email correspondence to and from this address may be subject to the North Carolina Public Records Low and may be
disclosed to third parties unless the content is exempt by statute or other regulation.

Cashion, Ted
From: Chandra Farmer <[e-mail]>
Sent: Thursday, September 12, 2019 9:19 AM
To: Cashion, Ted; [e-mail]
Cc: Robinson, Jason; Deck, Erin M; [e-mail]; Kim Rineer
Subject: [External] RE: Millcreek Subdivision fast track sewer application mod
Attachments: 20190912090847624.pdf
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an
attachment to [e-mail]<mailto:repo [e-mail]>
Ted,
Please find attached the corrected Flow Tracking form. Also, no Developers Operational Agreement is required. 1 am
uncertain as to why one was submitted.
Thanks,
Chandra
Chandra Cox Farmer, PE
Director
Johnston County Department of Public Utilities
PO Box 2263
309 E. Market St.
Smithfield, NC 27577
[phone]
[phone] (fax)
-----Original Message -----
From: Cashion, Ted <[e-mail]>
Sent: Monday, September 9, 2019 11:51 AM
To: [e-mail]; Chandra Farmer
([e-mail]) <[e-mail]>
Cc: Robinson, Jason <[e-mail]>; Deck, Erin M <[e-mail]>; [e-mail]
Subject: Millcreek Subdivision fast track sewer application mod
We are reviewing the subject application and have a couple of questions.
It appears that the Wilson's Mills PS should have an available capacity of
(0.12 mgd) instead of (0.2807 mgd). Can you confirm?

A Developers Operational Agreement (DOA) was included with the application. If Johnston County will be the permittee
for this project, no DOA is required. Please confirm if a DOA is needed for this project.
We'll continue drafting the permit upon submittal of the above.
ted
Ted Cashion
Water Quality Regional Operations
Division of Water Resources
NC Department of Environmental Quality
Raleigh Regional Office
919-791-4254
ted-cash [e-mail]<maiIto: [e-mail]>
1628 Mail Service Center
Raleigh, NC 27699-1628
3800 Barrett Drive
Raleigh, NC 27609
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