WQ0041381_Application (FTSE)_20191216

DWR
Department of Environmental Quality
Division of Water Resources
4. Applicant's mailing address; 202 Mackenan Court
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City: Cara State, NC Zip, 751 1-
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5. Applicant's contact information:
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Phone number: [phone] Email Address: MAMelton a uaamerica.com
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11. PROJECT INFORMATION:
I. Project name: NE-8 at Flowers Plantation
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2. Application/Projcct status ® Proposed (New Permit) ❑ Existing Permit/Project
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If a modification, provide the existing permit number: WQ00 _ and issued date:
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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: 35.659ff Longitude:-78.3457"
5. Parcel ID (if applicable): 16k05041
(or Parcel TD to closest downstream sewer)
III. CONSULTANT INFORMATION:
I. Professional Engineer: J. Stephen Janowski PE License Number: 12324
Firm: Rivers and Associates. Inc
Mailing address: 107 E. 2"d Street
City: Greenville State: NC Zip: 27858-
Phone number: [phone] Email Address: sianowski riversandassociates.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
I. Facility Name: Ncuse Colony WWTF Permit Number: NC064564
Owner Name: Aqua North_ Carolina, Inc.
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
I. Permit Number(s): WQ 039067 Downstream (Receiving) Sewer Size: 8 inch
System Wide Collection System Permit Number(s) (if applicable): WQCS00147
Owner Name(s): Aqua America. Inc.
Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number: 1 (10lie complc(cd by DWR)
All items must be completed or the application will be returned n
1. APPLICANT INFORMATION: ;
1. Applicant's name: A ua North Carolina Inc. (company, municipality, TIOA, utility, etc.) _r()
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2. Applicant type: ❑ Individual ® Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ State/County`I t
❑Municipal ❑ Other-
3. Signature authority' s name: Michael Mellon per 115A_NCAC 02T .0106(b) J/
Title: Engineering Manager
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FORM: PTA 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 ❑NIA
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operptional_Agreement (hQRM: DEV) been attached?
❑ Yes ❑No ❑NIA
3. If the Applicant is a ! lome/1>ro rt Owners' Association has an O crationaI A -rcement WORK I.I A been attached?
❑ Yes []No ❑NIA
4. Origin of wastewater: (check all that apply):
® Residential Owned ❑ Retail (stores, centers, malls) ❑ Car Wash
❑ Residential Leased ❑ Retail with food preparation/service ❑ Hotel and/or Motels
❑ School / preschool / day care ❑ Medical I dental I veterinary facilities ❑ Swimming Pool /Clubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming Pool/Filter Backwash
❑ Businesses / offices / factories ❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater: 100 % Domestic/Commercial %o Commercial
% Industrial (See 15A NCAC 02T .0103f201)
-Is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Has a flow reduction been approved under 15A NCAC 02T .0I 141I1? ❑ Yes ® No
D If Yes, pr2vide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 021.01141i1)
Daily Design Flow'.b
No. of Units
Flaw
Residential Townhomes
180 gal/day
105
18,900 GPD
gal/
GPD
gall
GPD
gall
GPD
gall
GPD
gal/
GPD
Total
19,900 GPD
a See 15A NCAC 02T .01 lab e 1 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. 42A4).
b Per 15A NCAC 02T .01 14(c), design flow rates for establishments not identified [in table 15A NCAC 02T.0114 shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 19,900 GPD (per 15A NCAC 021' .011441
1a 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 5

VII. GRAVITY SEWER DESIGN CRITERIA (if Applicable) - QZT.0305 & MDC (Gravity $ewers):
1. Summarize gravity sewer to be permitted:
I Size (inches) I Length (feel) I Material '
1 8 1 2,270 1 SDR-35 PVC
D Section 11 & Ill of the MDC for Permitting of Gravity Sewers contains information related to design criteria
9 Section IIl 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) — p2T:.0 05 & MDC (Pump Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name:
2. Approximate Coordinates (Decimal Degrees): Latitude: ° Longitude: -_
3. Design flow of the pump station- millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): . gallons per minute at feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches) Length (feet) Material
6_ Power reliability in accordance with JJANCAC 021, 0305(h1( I):
❑ Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .0305(h)(I)(B):
D 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):
D 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 multiple station power outage.
FORM: FTA 04-16 Page 3 of 5

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T.0305(f)):
I. toes the project comply with all separations found in 15A NCAC 02'1' 030i & ® Yes ❑ No
➢ 15A NCAC 02T.0305(f) contains minimum separations that shall he nmvitted for sewer cuctrmc-
Setback Parameter*
Se aration Required
Storm sewers and other utilities not listed below vertical)
24 inches
Water mains (vertical -water over sewer including in benched trenches)
18 inches
Water mains (horizontal)
10 feet
Reclaimed water lines vertical - reclaimed over sewer
18 inches
Reclaimed water lines horizontal - reclaimed over sewer
2 feet
"*Any private or public water supply source, including any wells, WS-I waters of Class I or
Class 11 impounded reservoirs used as a source of drinkina water
100 feet
"Waters classified WS (except WS-1 or WS-V), B, SA, ORW, HQW, or SB from normal
hi;ah water for 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
Draina a systems and interceptor drains
5 feet
Any swimming pools
10 feet
Final earth grade vertical
36 inches
➢ 15A NCAC 02T,Q051g) contains alternatives where separations in 02T.0305(f) cannot be achibved.
➢ "*Stream classifications can be identified using the Division's NC Surfacqer 'ficatio s web e
➢ If noncompliance with 02T.0305(f) or (g), see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ® Yes ❑ No
D Seethe 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 all setbacks found in the river basin rules per 15A NCAC 02B .0200? ® Yes ❑ No
. ➢ This would include Trout Buffered Streams per 15A NCAg 2B.0202
4. Does the project comply with an individual 404 Permit or any 401 Certifications? ® Yes ❑ No
➢ Wetland -related permits shall be requested, obtained, and adhered to for projects that impact wetlands or surface waters
➢ Information can be obtained from the 401 & Buffer Permitting Branch
5. Does project comply with 15A NCAC 02T.0105 c 6 (additional permiWcertifications)? ® 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 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 ®Nu
➢ lfyes, include an attachment with details for each line, including type (aerial fine, size, material, and location).
High priority lines shall be inspected by the permittee pr its representative at least once every six -months and inspections
documented per ISA NCAC 02T.0403(a)(5) or the permitee's individual System -Wide Collection permit.
FORM: FTA 04-16 Page 4 of 5

.. ' X. CERTIFICATIONS:
1. Does the submitted system comply with 15A NCAC 02T, the Minimum Design Criteria r r the psmittingof i,ump Stations
and Force Mains latest veisio and the Gravity Sewer Minimum Desi n Criteria (latest vcE5ion as applicable?
® Yes ❑ No
If No, complete and submit the Variance/Alternative Design Request application (VADC 10-14) and supporting documents ror
review. Animoval or the reguest Is required rior to submittal of she Fast Track Application and supporting documents.
2. Professional
attest that this application for
Engineer's name kom A placation Item Ill.l.)
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 Michael A. Melton, Engineering Manager, Aqua NC, Inc. 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. 1 also understand that if all required parts of this application package are not completed and that if
all required supporting information and attachments arc not included, this application package will be returned to me as
incomplete.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.68, 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 tine not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
Signature:
FORM: FTA 04-16 Page 5 of

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Department of Environmental Quality
DWR OEC 16 2019 Division of Water Resources
Division of Water Resources FIow Tracking for Sewer Extension Applications
Raleigh Regional Office (FTSE 10-18)
Entity Requesting Allocation: Aqua North carolina
Project Name for which flow is being requested: NE-8 at Flowers plantation
More than one FTSE may he required for a single project if tire owner of the WWTP is not responsible for all pump
stations along the route of the proposed wastewater flow.
1. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Neuse Colon
b. WWTP Facility Permit #: NCO064564
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the WWTP
e. WWTP facility's actual avg. flow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
All flows are in MGD
0.350 (,1Co 0.250)
0.393
0.297
0.01890
0.7089
118.15%
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:
Pump
Pump
Station
Station
(Name or
Permit
Number)
No.
Buffalo
(A)
Design
Average
Daily
Firm Flow*
Capacity, * (Firm / po,
MGD MGD
,-_m4 WQ0021567 1.08 0.432
(B)
(C)
(D)=(B+C)
(E)=(A-D)
Approx.
Obligated,
Current
Not Yet
Total Current
Avg. Daily
Tributary
Flow Plus
Flow,
Daily Flow,
Obligated
Available
MGD
MGD
Flow
Capacity***
0.078
0.4409
0.519
-0.087
* 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): Aqua NC - The Meadows at Flowers
Downstream Permit Number: W 0039067
Page 1 of 6
FTSE 10-18

I _Michael A. Melton 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
Michael A. Melton, Engineering Manager
Title of Signing Official
Date
Page 2 of b
FTSE 10-18

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
102.06 % and .4409 MGD of the Available Capacity (E) in Pump Station
Buffalo Creek ; and that
b. The rate of activation of this obligated, not yet tributary capacity is currently approximately
0.200 MG per year; and that
c. A funded Capital Project that will provide the required planned capacity, namely
NC DOT Hwy 42 is in design or under construction with
planned completion in 2 years ; and/or
d. The following applies:
for Buffalo Creek pump station. Durin'a the relocation it was determined
that the for-Qe mains on HM 42 foc Neuse QoIQny and -The Parkway pump stations
wQuld also need to -be relocated- NQQ0T required that -all be placed into
one pipe. Engineering lans are being prepared for submission to NC
DEQ fora permit modification. During this process the HWY 42 pump
station's force main will be directly discharged into this new force main.
Hwy 42 PS currently discharges into Buffalo Creek and Buffalo creek
repumpsthat flow/capacity. With this re-routing; Buffalo „Creek will have
the cal3acity of HM 42 cemoved from its obligated - D.
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
011111019
Date
Page 3 of 6
FTSE 10-18

�l aler Re.utu•ceti ~
rsY+ ita.uttniai! ,iniii,
October 4, 2017
Moses A. Thompson, Director of operations
Aqua North Carolina, Inc.
202 MacKenan Court
Cary, NC 27511
Subject: Adjusted Daily Sewage Flow Rate Approval
Neuse Colony WWTP (NC0064564)
Johnston County
Dear Mr. Thompson.
ROY C001"ER
Gt,lv nw
MIC HAIL S. REGAN
S. JAY LINI IIvRMAN
On August 15, 2017, the Division of Water Resources (Division) received an adjusted daily sewage flaw
rate (flow reduction) request that would apply to all permitted but not yet tributary residential
connections and all future residential connections within the Neuse Colony WWTP service area.
In accordance with 15A NCAC 02T .0114(f)(2), the Division has evaluated the request and based on the
data submitted and the Division of Water and infrastructure (DWt) guidance, the Division hereby approves
for use by the Neuse Colony WWTP an adjusted daily sewage design flow rate with the following
conditions:
• The flow reduction is applicable to residential single family dwellings only,
• The minimum flow for 1 and 2 bedroom dwellings shall be 120 gallons per day.
• Each additional bedroom above two bedrooms shall increase the volume by 60 gallons per day
per bedroom.
• This flow reduction shall not apply to sewer extension applications and/or permits for any other
public or private organizations whose wastewater flows are or might become tributary to the
Neuse Colony collection system (WQCS00147).
Future sewer extension applications should be made using the flow reduction amount stated above. All
other aspects of the permitting process remain unchanged, and all applications must be in compliance
with the statues, rules, regulations and minimum design criteria as certified by the owner and engineer.
Regardless of the adjusted design daily wastewater flow rate, at no time shall the wastewater flows
exceed the effluent limits 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 .
- �"t�;t7l Itl1>;+.t Cellttli.lt t;!, -
Smic ofNurit Carolina I hrn•ironmental Quality
1617 Mail Scr%i,cCcnlcr, Ralciil;Jt Noul, Cawiina 27699-1617
414-707-9[xxl

The granting of this flow reduction does nct prohibit the Division from reopening, revoking, reissuing
and/or modifying the flow reduction as allowed by the laws, rules, and regulations contained in ] 5A NCAC
02T, NCGS 143-215.1, or as needed to address changes in State and/or Federal regulations with respect
to wastewater collection systems, protection of surface waters and/or wastewater treatment.
If you have any questions, please contact Christyn Fertenbaugh, P.E., at [phone], or via
email at Christauyn•Ferteabh n�de�r. ov-
Sincerely,
for S. Jay Zimmerman
Director, Division of Water Resources
by Deborah Gore, Supervisor
Pretreatment, Emergency Response and Collection Systems Branch
cc: Raleigh Regional Office, Water Quality Regional Operations
Central Files: Neuse Colony WWTP (NC0064564)
PERCS (electronic copy)

NORTH CAROLINA
PUBLIC STAFF
UTILITIES COMMISSION
January 2, 2020
Ms. Nikita Collier
New Business Coordinator
Aqua North Carolina, Inc.
202 MacKenan Court
Cary, NC 27511
Re: Aqua North Carolina, Inc.
Docket No. W-218, Sub 529
Notification of Intention to Begin Operations in Area Contiguous to Present Service
Area
POD NE-8 - Johnston County
To Whom It May Concern:
The North Carolina Utilities Commission has received a Notification of Intention to
Begin Operations in Area Contiguous to Present Service Area filed by Aqua North
Carolina, Inc. (Aqua), to provide water and wastewater utility service to the subdivision of
POD NE-8 in Johnston County, North Carolina. The Public Staff anticipates that upon
investigation and review of the submitted notification, the Commission will recognize this
contiguous extension and will issue to Aqua a Certificate of Public Convenience and
Necessity for POD NE-8 in Johnston County.
Please feel free to call if you have any questions or if I can be of further assistance.
Sincerely,
Is/Nadia L. Luhr
Staff Attorney
nadia.luhrna.psncuc.nc.gov
NLUsld
Executive Director Communications Economic Research Legal Transportation
[phone] [phone] [phone] [phone] [phone]
Accounting Consumer Services Electric Natural Gas Water
[phone] [phone] [phone] (919) 7334326 [phone]
4326 Mail Service Center - Raleigh, North Carolina 276994326
An Equal opportunity! Affirmative Action Employer

144 a
Itivers ENGINEERS PLANNERS
A ASSOCIATES, INC.
SANITARY SEWER NARRATIVE
FLOWERS PLANTATION NE8
December 11.2019
SURVEYORS LANDSCAPE ARCHITECTS
This sewer system is to serve a new 105 townhouse units in Flowers Plantation off of Buffalo Road in the
Johnston County. This permit is for the installation 2270 if of new 8" PVC sanitary sewer line. The total
flow is 18.900 gpd based on 180 gpd for 105 units.
NC Dept of Environmental Coal' L
DEC 16 2M
Raleigh Rcgion',i*i ()tilc•4'
107 E. Second Street, Greenville, NC 27858 ■ PO Box 929, Greenville, NC 27835 * Phone: [phone] • Fax: [phone]
NCBELS Lic. No. F-0334 www.riversandassociates.com NCBOLA Lic. No. C-312

-4]q
' ♦ JeJL k3 ENGINEERS
& ASSOCIATES_ INC.
TO: NCDEQ
3800 Barrett Drive
Raleigh. NC 27609
Phone [phone]
GENTLCMLN
%kEARE SL"NDING YOU
I 1 Shop Drawings
[ I Copy of letter
COPIES DATL
PLANNERS SURVEYORS LANDSCAPE ARCHITECTS
LETTER OF TRANSMITTAL
Date 12/11r2019 aobNo 2019062
A.rrN Belinda Henson
Regional Supervisor
St: BJECr
Flowers Plantaion NE 8
Sever Extension
I N J Allached [ J Under separate cover via
Prints I I Plans [ J Samples
Change order [ I Other
No
1 12/11 /2019
Application
1 12/ 11 /2019
rTSE
1 12/11/2019
EJSGS map
1 12/1 1/2019
Street View Map
1 12/1 1 /2019
Narrative
1 12/11 /2019
Check $480.00
THESE ARE TRANSMITTED as checked below:
I x I For approval [ I .Approved
Ix I For your use [ I Approved as noted
I I As requested I J Disapproved
[ I For review and comment I J Other
REMARKS
mail the following items
[ I Specifications
DESCRIPTION
NC Dept of Environmental Nality
DEC 16 2M
galeigh Regional Office
1 ] Resubmit __ copies for approt al
I ] Submit __ copies for distribution
I Return corrected document
cc: File
SIGNED
If enclosures arc noi as rimed krndlr noF+,ft its ai olice J. S e hen owski
107 Fast Second Street * Post Office Box 929 " Greenville, North Carolina 27835 ' 1252) 752-4135 ' TAN 1252) 752-3974
107 E. Second Street, Greenville, NC 27858 * PO Box 929, Greenville, NC 27835 • Phone: [phone] ■ Fax: [phone]
NCBELS Lic. No. F-0334 www.riversandassociates.com NCBOLA Lit;. No. C-312

�1
Cashion, Ted
From: Melton, Michael A <[e-mail]>
Sent: Thursday, January 23, 2020 1:42 PM
To: Cashion, Ted; Mize, Lindsay L; Steve Janowski; Robinson, Jason; Deck, Erin M
Cc: Collier, Nikita L; Harris, Brian J; Stagner, Lorraine M; Poole, Charles Ruffin
Subject: RE: [EXTERNAL] Fw: incomplete fast track sewer extension application, NE-8 at Flowers
Plantation
ardai.ernaii. Do not-dick:links or open attacfiments unless you verl'N. Send all,suspicious email as an auachment to
Ted, I am good with the revisions. Thank for your understanding.
From: Cashion, Ted <[e-mail]>
Sent: Thursday, January 23, 2020 6:58 AM
To: Mize, Lindsay L <[e-mail]>; Steve Janowski<[e-mail]>; Robinson,
Jason <[e-mail]>; Deck, Erin M <[e-mail]>; Melton, Michael A
<[e-mail]>
Cc: Collier, Nikita L <[e-mail]>; Harris, Brian J <[e-mail]>; Stagner, Lorraine M
<[e-mail]>; Poole, Charles Ruffin <[e-mail]>
Subject: RE: [EXTERNAL] Fw: incomplete fast track sewer extension application, NE-8 at Flowers Plantation
CAUTION: This email originated from outside of the organization. Do not click links or open attachments unless you recognize the
sender and know the content is safe.
We're ready to issue the permit upon confirmation from Michael on the application revisions, and confirmation that all
105 townhomes will be 3 bedroom (180 gpd each, 18,900 gpd total).
Thx
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

Cashion, Ted
From: Steve Janowski <[e-mail]>
Sent: Thursday, January 23, 2020 9:08 AM
To: Cashion, Ted; Mize, Lindsay L; Robinson, Jason; Deck, Erin M; Melton, Michael A
Cc: Collier, Nikita L; Harris, Brian J; Stagner, Lorraine M; Poole, Charles Ruffin
Subject: Re: [EXTERNAL] Fw: incomplete fast track sewer extension application, NE-8 at Flowers
Plantation
WOMB rnal ernaii. Db not: dirk links or open attachments unless you verify: Send all sus5lcious email as air attaahrrsertt to
.s ov
These will all be three bedrooms
J. Stephen Janowski, PE
Senior Project Manager
Rivers and Associates, Inc.
252-714-3002
From: Cashion, Ted <[e-mail]>
Sent: Thursday, January 23, 2020 6:58 AM
To: Mize, Lindsay L <[e-mail]>; Steve Janowski <[e-mail]>; Robinson,
Jason <[e-mail]>; Deck, Erin M <[e-mail]>; Melton, Michael A
<[e-mail]>
Cc: Collier, Nikita L <[e-mail]>; Harris, Brian J <[e-mail]>; Stagner, Lorraine M
<[e-mail]>; Poole, Charles Ruffin <[e-mail]>
Subject: RE: [EXTERNAL] Fw: incomplete fast track sewer extension application, NE-8 at Flowers Plantation
We're ready to issue the permit upon confirmation from Michael on the application revisions, and confirmation that all
105 townhomes will be 3 bedroom (180 gpd each, 18,900 gpd total).
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

vlqo 0 � 1 3� 1 pr-c'�t'k/
Cashion, Ted
From: Mize, Lindsay L <[e-mail]>
Sent: Tuesday, January 21, 2020 9:16 AM
To: Steve Janowski; Cashion, Ted; Robinson, Jason; Deck, Erin M; Melton, Michael A
Cc: Collier, Nikita L; Harris, Brian J; Stagner, Lorraine M; Poole, Charles Ruffin
Subject: RE: [EXTERNAL] Fw: incomplete fast track sewer extension application, NE-8 at Flowers
Plantation
Attachments: #NeuseColony_FlowReduction 2017 - 60 gpd.pdf; POD NE-8.pdf
02R• xtemal a ail: Do not click -links oro en.attachments unless you verify. Send all ss fdao s email as an aittachmen -to
jL
Ted, Jason and Erin,
Please find attached the flow reduction for Neuse Colony WWTP and the NCUC's letter, Michael is out of the office
today, but I have copied him and will mention this to him when I talk to him to get him to respond in the positive of you
correcting the application. /
Please let me know if there is anything else needed. ��
Thanks,`L—
Lindsay
CRtl<*�I
Lindsay L. Mize, P.E.
Project Engineer II
Aqua North Carolina
202 McKenan Court
Cary, NC 27511
11 mize(ci aouaamerica.com
O: [phone]
r
el
M
From: Steve Janowski<[e-mail]>
Sent: Tuesday, January 21, 2020 8:53 AM
To: Mize, Lindsay L <[e-mail]1>
Subject: [EXTERNAL] Fw: incomplete fast track sewer extension application, NE-8 at Flowers Plantation
CAUTION: This email originated from outside of the organization. Do not click links or open attachments unless you recognize the
sender and know the content is safe.
Lindsay
Can you send me these documents.
J. Stephen Janowski, PE
Senior Project Manager
1

Rivers and Associates, Inc.
252-714-3002
From: Cashion, Ted <ted.cashion ncdenr. ov>
Sent: Tuesday, January 21, 2020 8:22:30 AM
To: Michael Melton <MAMelton a uaamerica.com>; Steve Janowski<sjanowski(@riversandassociates.com>
Cc: Robinson, Jason <iason.t_robinson ncdenr. ov>; peck, Erin M <[e-mail]>
Subject: incomplete fast track sewer extension application, NE-8 at Flowers Plantation
We are reviewing the subject application. The application is INCOMPLETE and needs the following information to be
complete:
Per item VI.1 of the application, a Certificate of Public Convenience and Necessity from the NC Utilities
Commission for the area to be served must be submitted with the application. This was not included with the
application. Please submit this document as required.
A flow reduction from the design flow in 15A NCAC 02T .0114 is being used for this project. A copy of the flow
reduction approval letter was not included as required. Please submit a copy of this approval letter as required.
Item VI.6 was marked 'no' for flow reduction. This item must be marked 'yes' if a flow reduction from 15A
NCAC 02T .0114 is used. With Michael's permission, we'll make the necessary correction to the application to
expedite issuance of the permit.
Incomplete applications increase review time and delay the issuance of permits. In the future please ensure all
application items are submitted as required. We'll continue review/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.cashionPncdenr.eov
1628 Mail Service Center
Raleigh, NC 27699-1628
3800 Barrett Drive
Raleigh, NC 27609
Subscribe to Collection System & Sewer Permitting Updates
Email correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third parties unless the content is exempt by statute or other regulation.

W 06 L
Cashion, Ted
From: Cashion, Ted
Sent: Tuesday, January 21, 2020 8:59 AM
To: Michael Melton; [e-mail]
Cc: Robinson, Jason; Deck, Erin M
Subject: RE: incomplete fast track sewer extension application, NE-8 at Flowers Plantation
Also, are all 105 townhomes going to be 3 bedroom?
Ted Cashion
Water Quality Regional Operations
Division of Water Resources
NC Department of Environmental Quality
Raleigh Regional Office
919-791-4254
ted.cashionAncdenr.eov
1628 Mail Service Center
Raleigh, NC 27699-1628
3800 Barrett Drive
Raleigh, NC 27609
D,�E Q A
Cspar.�mee a! [mrbn,.n�a! p;ar��
Subscribe to Collection System & Sewer Permittinci Updates
Email correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third parties unless the content is exempt by statute or other regulation.
From: Cashion, Ted
Sent: Tuesday, January 21, 2020 8:23 AM
To: Michael Melton <[e-mail]>; [e-mail]
Cc: Robinson, Jason <[e-mail]>; Deck, Erin M <[e-mail]>
Subject: incomplete fast track sewer extension application, NE-8 at Flowers Plantation
We are reviewing the subject application. The application is INCOMPLETE and needs the following information to be
complete:
Per item VI.1 of the application, a Certificate of Public Convenience and Necessity from the NC Utilities
Commission for the area to be served must be submitted with the application. This was not included with the
application. Please submit this document as required.
A flow reduction from the design flow in 15A NCAC 02T .0114 is being used for this project. A copy of the flow
reduction approval letter was not included as required. Please submit a copy of this approval letter as required.

V�/ 06 (��
Cashion, Ted
From: Cashion, Ted
Sent: Tuesday, January 21, 2020 8:23 AM
To: Michael Melton; [e-mail]
Cc: Robinson, Jason; Deck, Erin M
Subject: incomplete fast track sewer extension application, NE-8 at Flowers Plantation
We are reviewing the subject application. The application is INCOMPLETE and needs the following information to be
complete:
Per item VI.1 of the application, a Certificate of Public Convenience and Necessity from the NC Utilities
Commission for the area to be served must be submitted with the application. This was not included with the
application. Please submit this document as required.
A flow reduction from the design flow in 15A NCAC 02T .0114 is being used for this project. A copy of the flow
reduction approval letter was not included as required. Please submit a copy of this approval letter as required.
Item V1.6 was marked 'no' for flow reduction. This item must be marked 'yes' if a flow reduction from 15A NCAC
02T .0114 is used. With Michael's permission, we'll make the necessary correction to the application to
expedite issuance of the permit.
Incomplete applications increase review time and delay the issuance of permits. In the future please ensure all
application items are submitted as required. We'll continue review/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
[e-mail]
1628 Mail Service Center
Raleigh, NC 27699-1628
3800 Barrett Drive
Raleigh, NC 27609
Subscribe to Collection System & 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.