WQ0040922_Application (FTSE)_20190418

State of North Carolina
DWR
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources F'TA 04-16 & SUPPORTING DOCUMENTATION
Application Number:'" �a� (to be completed by DWR)
All items must be completed or the application will be returned
1. APPLICANT INFORMATION:
I. Applicant's name: A ua North Carolina Inc. (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ® Corporation rP ❑General Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ State/County ❑ Municipal ❑ Other
3. Signature authority's name: Michael A. Melton per 15A_NCAC 02T _0I06(b)
Title: Enzineering Manager
4. Applicant's mailing address: 202 Mackenan Court
City: CaryCa1y State: NC Zip: a751 I--
5. Applicant's contact information:
Phone number: [phone] Email Address: [e-mail]
11. PROJECT INFORMATION:
I. Project name: Regency at Flowers Plantation (NW-13) Phase 1
2. Application. -Project status: ® Proposed (New Permit) ❑ Existing Permit/Preject t
a w
If a modification, provide the existing permit number: WQ00 and issued date: Cn
If new construction but part of a master plan, provide the existing permit number: WQ00_ o
3. County where project is located: Johnston
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.6641 Longitude:-78.3683 .W
5. Parcel ID (if applicable): 168900-78-7671
(or Parcel ID to closest downstream sewer) �.
a�
A
III. CONSULTANT INFORMATION: U
1. Professional Engineer: J. Michael Stocks License Number: 19843
Firm: Stocks Engineering, P.A.
Mailing address: PO Box 1 108
City: Nashville State: NC Zip: 27856-
Phone number: (252) 45978196 Email Address: mstocks stocksen ineerin .com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Neuse Colony WWTF Permit Number: NC064564
Owner Name: Aqua North Carolina, Inc.
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
I. Permit Number(s): WQ002. �z , '1Downstream (Receiving) Sewer Size: !!8 inch 1
System Wide Collection System Permit Number(s) s f applicable): W CS_`t Y Y �) (iQ � 0
Owner Name(s): Aqua America. Inc.
FORM: FTA 04-16 Page] of5

Vl. 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: DCV been attached?
❑ Yes ❑No ❑N/A
3. If the Applicant is a Home Proertv Owners' Association. has an Operational Agreement FORM: H0A 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 / dental / veterinary facilities ❑ Swimming Pool ;'Clubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming PoollFilter Backwash
❑ Businesses / offices / factories ❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater: 0 % Domestic. -Commercial 100 % Commercial
% Industrial (See 15A NCAC 02T .0103(20))
L b Is there a Pretreatment Program in effect? []Yes ❑ No
6. Has a flow reduction been approved under 15A NCAC 02T .0I 14(f)? ❑ Yes ® No
i If vesprovide a co v of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 42T.11114(f))
Daily Design Flow'-5
No, of Units
Flow
Residential Lots
180 gal/day
100
18,000 GPD
gall
GPD
gal/
GPD
gall
GPD
gal/
GPD
gall
GPD
Total
18,000 GPD
a See 15A NCAC 02T .01 14(b). (d), (e)(I) and (e)(2) for caveats to wastewater design Flow rates (i.e., minimum flow per
dwelling; proposed unknown non-residential development uses; public access facilities located near high public use areas;
and residential property located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined
in G.S. 42A4).
b Per 15A NCAC 02T .01 14(c), design flow rates for establishments not identified [in table 15A NCAC 02'ro 1 14] shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 18,000 GPD (per I iA 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 Pen -nit Number:
❑ Rehabilitation or replacement of existing sewer with no new flow expected
❑ Other (Explain).
FORM: FTA 04-16 Page 2 o1'5

VI1. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravily_Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
8 3,829 SDR-35 PVC
• Section 11 & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
• Section Ill 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) — 02T .0305 & MDC(Pump 5tationslForce 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 (TDI-1)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches) Length (feet) Material
6. Power reliability in accordance with 15A NCAC 02T .0305 h 1):
❑ Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .0305(h)(1)(13).
i Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
i 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: FTA 04-16 Page 3 of 5

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(f)):
I . Does the project comply with all separations found in.] 5A NCAC 02T .0305 & _ ® Yes ❑ No
D 15A NCAC 02T.0305(f) contains minimum separations that shall he nrnvided t'nr sewer cvctwmv
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below (vertical)
24 inches
Water mains vertical -water over sewer including in benched trenches
18 inches
Water mains horizontal
10 feet
Reclaimed water lines vertical - reclaimed over sewer
18 inches
Reclaimed water lines horizontal - reclaimed over sewer
2 feet
**Any private or public water supply source, including any wells, WS-1 waters of Class 1 or
Class 11 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 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
Toe slope of embankment or cuts of 2 feet or more vertical height
10 feet
Draina e s stems and interceptor drains
5 feet
Any swimming pools
10 feet
Final earth grade vertical
36 inches
15A NCAC 02T.0305(g) contains alternatives where separations in 02T.0305(fa cannot be achieved.
D **Stream classifications can be identified using the Division's NC Surface Water Classifications %%ehpaze
If noncompliance with 02T.0305(t) or W. see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ® Yes [:]No
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 all setbacks found in the river basin rules per 15A NCAC 02B .0200? ® Yes [:]No
%- This would include Trout Buffered Streams per 15A NCAC 213.0202
4. Does the project comply with an individual 404 Permit or any 401 Certifications? ® Yes ❑ No
t 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 NCACO2T.0105(c)(6) (additional permits/certifications)?
® Yes ❑ No
Per I5A NCAC 02T.0I05(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 ® No
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:
1. Does the submitted system comply with I SA NCAC 02T, the Minimum Desil>n Criteria for the Permitting ol'Punip Stations
and Force Mains latest version),and the Gravity Sewer Minimum Design 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 request is re uired prior to submittal of the Fast Track Application and supporting documents.
2. Professional Engineer's Certification:
l,, S A7:C,4AFL ST-e cK ' _ attest that this application for
(Professional Engineer's name from Application Item 111.1.)
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, signatur
3. Applicant's Certification per 15A NCAC 02T .0106(b):
e, and date: % CARO °.
SEAS r ,
19843
w
zyq EL
.........
......... _ ..... mac u;
that this application for
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. 1 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 143-215.6R, 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: )/tLDate. 31 a 0ao l
"4
FORM: FTA 04-16 Page 5 of'5

Sewer Project Narrative
For
Regency (N W-13) - Phase One
Regency (N W-13) -- Phase One at Flowers Plantation will consist of a 100 Lot 3 bedroom
single family residential subdivision. This subdivision, which is located Off C. Neuse
River Parkway, will consist of 100% domestic flow. The sewer system will be
constructed of approximately 3,829 LF of 8-inch SDR sewer pipe. With 100 lots at a
projected flow of 180 GPD, the projected flow for this facility is 18,000 GPD. The
wastewater treatment plant facility that will be handling this flow is the Neuse Colony
WWTF (Permit # NC 064564). The permitted flow for this WWTF is 0.75 MGD
(NPDCS). Tile proposed flow will be delivered via gravity line to Mill Creek Pump
Station before it gets pumped to the WW'I'F.
e t OfErivirormental Quality
i4C D p
ppR 1 � �p19
galeigl�Regionai office

STATE OF NORTH CAROLINA
UTILITIES COMMISSION
RALEIGH
APPENDIX A-33
DOCKET NO. W-218, SUB 410
BEFORE THE NORTH CAROLINA UTILITIES COMMISSION
AQUA NORTH CAROLINA, INC.
is granted this
CERTIFICATE OF PUBLIC CONVENIENCE AND NECESSITY
to provide water and sewer utility service
in
BENNETT PLACE CHATHAM PHASES 11 B AND 2 COTTONFIELD VILLAGE
PHASES LAND 3 & 4, EASTLAKE AT FLOWERS PLANTATION, EVERGREEN,
PHASE I, FLOWERS CREST, PHASES 1 and 2, FLOWERS POD 6A, FLOWERS
SHOPPING CENTER, GARDENS AT FLOWERS PLANTATION, LONGLEAF,
MAGNOLIA INCLUDING PHASES 1_& 2, MAGNOLIA PLACE PHASE 2, MILL CREEK
NORTH, MILLCREEK WEST SECTIONS 2-4. NEUSE COLONY, NORTH FARM,
NORTH FARM COTTAGES INCLUDING PHASES 1-4. NORTH VILLAGE, PARKWAY
CENTER PARKWAY VILLAGE PEACHTREE PHASES 1 AND 2 PINEVILLE CLUB
PINEVILLE EAST, PINEVILLE EAST COTTAGES, PINEVILLE EAST ESTATES
PHASE 2, PINEVILLE EAST PHASE 1, PINEVILLE WEST PHASE 1, PLANTATION
PARK, PLANTATION_ POINT INCLUDING PHASES 413-6, RIVER DELL EAST,
PHASE I RIVERDELL ELEMENTARY SCHOOL SOUTH QUARTER SUMMERSET
PLACE, SWEETGRASS, THE NINE, TRILLIUM, PHASES 1 AND 2, VILLAGE AT
FLOWERS PLANTATION, WALKER WOODS PHASE 1 & 2, WILDER_SWOODS AND
WATSON'S MILL SUBDIVISIONS
Johnston County, North Carolina
subject to any orders, rules, regulations,
and conditions now or hereafter lawfully made
by the North Carolina Utilities Commission_
ISSUED BY ORDER OF THE COMMISSION.
This the 30'" day of November , 2015.
NORTH CAROLINA UTILITIES COMMISSION
MLI
ffoutiD
Paige J. Morris, Deputy Clerk

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Division of Water Resources Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting Allocation: Aqua North Carolina
Project Name for which flow is being requested: Regency a Flowers Plantation NW 13.1
More than one FTSE nra), be required for a single project if the owner of the IV11 7T is nol responsible for all purrrp
stations along the route of the proposed wastewaler flow.
1. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Neuse Colony WWTP
b. WWTP Facility Permit ##: NCO064564
A1! flows are in MGD
c. WWTP facility's permitted flow 0.750(0.350 Built)
d. Estimated obligated flow not yet tributary to the WWTP .257
e. WWTP facility's actual avg. flow .300
f Total flow for this specific request 0.01800
g. Total actual and obligated flows to the facility .575
h. Percent of permitted flow used 76.67
11. Complete this section for each pump station you are responsible Par 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, *
(rirm i pf),
Daily rlow,
Daily flow,
Obligated
Available
Nurnber)
MGD
MGD
MGD
MGD
Flow
Capacity***
Mill
0.691
0.276
0..111
.013
0.124
0.152
* The Firm Capacity of any pump station is defined as (lie 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.
*** 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): Flowers WWCS
Downstream Permit Number: WQ0024777
Page 1 of 6
FTSE 04-16

III. Certification Statement:
I Michael A. Melton, Engineering certify to the best of my knowledge that the addition of
Manager _
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 11 plus all
attached planning assessment addendums for which I am the responsible party. Signature of this
form indicates acceptance of this wastewater flow.
Page 2 of 6
FTSF 04-16

1C.
Water Resources
Tolviro niternal Qnalily
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 COOPER
Govermn.
MICHAEL S. REGAN
S. JAY ZIMMERMAN
Dint for
On August 15, 2017, the Division of Water Resources (Division) received an adjusted daily sewage flow
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 (DWI) 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 caoacity of
the sewers downstream of any new sewer extension or service connection(s).
—`Nolhing Compares --_-
state orNorth Carolina I Environmental Quality
1617 Mail Service Center I Raleigh, North Carolina 27699-1617
919-707-9000

The granting of this flow reduction does not prohibit the Division from reopening, revoking, reissuing
and/or modifying the flow reduction as allowed by the laws, rules, and regulations contained in 15A 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 [e-mail].
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)

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LEFrER OF TRANSMIrFrAL
J. Michael Stocks, PE
252.903.6891
•
ENGINEERING
OW CRSf N4SN CTON STR[fT pQ 01, IIO,
NASHML NC 27856 pIN7Y: t752) 4u-8126
�11R. sTXKsW JNEUaNccON
J_ Kevin Varnell
252.382.0012
J. Andrew Stocks Ethan Averette
252.450.5140 919.725.4213
To:
NC DEQ
Ted Cashion
3800 Barrett Drive
Raleigh, NC 27609
919-791-4252 Overnight No
Yin
Phone:
We are sending you the following:
❑ EC Plans ❑ Prints/Plans
❑ Contracts x Permit Applications
These are transmitted as checked below:
x For Approval ❑ As Discussed
0 For Review and Comment
Copies Date
Job No. 2017-054 -
Job Name: Regency d Flowers Plantation
(NW-13) — Phase 1 w
I Date: 1 4116/19 1
Sent By. Ethan Averette
❑ Construction Plat 0 Site Plan Drawings ❑ Computer Disk
❑ Site Work Calculations ❑
❑ For Your File ❑ As Requested
For Your Signature, then return to -
Description
❑ For Your Use
2 4/16/19 Fast Track Sewer System Extension Application
2 4/16/19 Flow Tracking for Sewer Extension Application
2 4/16/19 Public Convenience Letter
Dept oFFnvironment3lQualit)
2 4116/19 USGS Maps APR 19
1 4/16/19 Check Raie1ghRegional Off -ice
2 4/16/19 Project Narrative
1 4/16/19 Digital Copies of all Listed Items
Remarks: _
Copies To:

Cashion, Ted
From: Cashion, Ted
Sent: Thursday, May 30, 2019 9:29 AM
To: Mike Stocks([e-mail]); Michael Melton
Cc: Robinson, Jason
Subject: Regency at Flowers Plantation (NW-13) Phase 1 fast track sewer extension application
We are reviewing the subject application and need additional items.
If 180 gpd per 31311 home is to be used, we'll need a copy of the flow reduction approval letter as a ed in VI.6 of the r�
/
application. /
We also need the collection system permit number as required in item V. of the application. iN QC5-0aI l
We'll continue drafting the permit upon submittal of this information.
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
r:� r - r •:.: -,.
cluartment of Emrironmantal 0aahly
Subscribe to Collection System & Sewer Permitting Updates
-'. AT I -r ff"" f ,/VV
`t 4
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.
t

Cashion, Ted
From: Mike Stocks <[e-mail]>
Sent: Thursday, May 30, 2019 3:15 PM
To: Cashion, Ted
Cc: Robinson, Jason; Michael Melton; Ethan Averette; Kevin Varnell
Subject: [External] RE: Regency at Flowers Plantation (NW-13) Phase 1 fast track sewer extension
application
Attachments: NeuseColony_FlowReduction REV.pdf
fermi e-mAll. DO n0t.all&li or open att�r�im�nts un ess you verify. Send all suspicious email as an attachrhent to
Ted, Here's the flow reduction letter. We believe the number is WQCS00147.
Thanks, Mike.
J. NIEahne sto6zs
Stocks Engineering, PA
801 East Washington Street 252.459.8196 (voice)
P.O. Box 1108 252.459.8197 (fax)
Nashville, NC 27856 252.903.6891(cell)
www.stocksengineering.com
"Designing the Future —Today" - We remain dedicated to providing innovative
cost-efficient engineering solutions. We value clients, and we are not only
committed to meeting their needs, but exceeding their expectations with a
strong commitment to moral, ethical and professional standards.
Our Competitive Advantage
We build long term relationships with our clients by being
Creative, Personable, Accessible, Responsive, and Knowledgeable.
From: Cashion, Ted <[e-mail]>
Sent: Thursday, May 30, 2019 9:30 AM
To: Mike Stocks <[e-mail]>; Michael Melton <[e-mail]>
Cc: Robinson, Jason <[e-mail]>
Subject: Regency at Flowers Plantation (NW-13) Phase 1 fast track sewer extension application
We are reviewing the subject application and need additional items.
If 180 gpd per 3BR home is to be used, we'll need a copy of the flow reduction approval letter as required in VI.6 of the
application.
We also need the collection system permit number as required in item V. of the application.
We'll continue drafting the permit upon submittal of this information.

ted
Ted Cashion
Water Quality Regional Operations
Division of Water Resources
NC Department of Environmental Quality
Raleigh Regional Office
919-791-4254
ted.cashion(@nr,denr.gov
1628 Mail Service Center
Raleigh, NC 27699-1628
3800 Barrett Drive
Raleigh, NC 27609
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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: Mike Stocks <mstock s@stacksengineering,com>
Sent: Wednesday, June 05, 2019 12:02 PM
To: Cashion, Ted
Cc: Robinson, Jason; Michael Melton; Ethan Averette; Kevin Varnell; Rebecca Flowers; 'Lindsay L
Mize'
Subject: RE: [External] RE: Regency at Flowers Plantation (NW-13) Phase 1 fast track sewer
extension application
Attachments: Sewer Permit Revised Sheet 1 of 5 with correct WQ Number.pdf
Kxternal email: o iaot aliak ir& or apen,a bats unless you verify. Send all suspldo.us e.mil-as *h attadhment to
Ted, It is WQ00022888. I have corrected the applicable sheet and attached. Please let me know if you have any
additional questions. Thanks, Mike.
J. Mic,h61 i, Stoc�2s
Stocks Engineering, PA
801 East Washington Street 252.459.8196 (voice)
P.O. Box 1108 252.459.8197 (fax)
Nashville, NC 27856 252.903-6891(cell)
www.stocksengineerine.com
"Designing the Future —Today" - We remain dedicated to providing innovative
cost-efficient engineering solutions. We value clients, and we are not only
committed to meeting their needs, but exceeding their expectations with a
strong commitment to moral, ethical and professional standards.
Our Com etitive Advantage
We build long term relationships with our clients by being
Creative, Personable, Accessible, Responsive, and Knowledgeable.
From: Mike Stocks
Sent: Wednesday, June 05, 201911:11 AM
To: Cashion, Ted <[e-mail]>
Cc: Robinson, Jason <[e-mail]>; Michael Melton <[e-mail]>; Ethan Averette
<[e-mail]>; Kevin Varnell<[e-mail]>; Rebecca Flowers
<rflowers@flowersplantat!on.com>; 'Lindsay L Mize' <[e-mail]>
Subject: RE: [External] RE: Regency at Flowers Plantation (NW-13) Phase 1 fast track sewer extension application
I have reached out to Andrew Hodge, who worked for Dennis Blackmon when he designed the Mill Creek Sewer
Outfall. He is searching his fill for the original permit number. We should have before lunch. We 1 get, I will forward to
you. Thanks, Mike.

J . M,bC h Cl 6 st00zS
Stocks Engineering, PA
801 East Washington Street 252.459.8196 (voice)
P.O. Box 1108 252.459.8197 (fax)
Nashville, NC 27856 252.903.6891 (cell)
www.stocksen ineerin .com
"Designing the Future — Today" - We remain dedicated to providing innovative
cost-efficient engineering solutions. We value clients, and we are not only
committed to meeting their needs, but exceeding their expectations with a
strong commitment to moral, ethical and professional standards.
Our Competitive Advantage
We build long term relationships with our clients by being
Creative, Personable, Accessible, Responsive, and Knowledgeable.
From: Mike Stocks
Sent: Wednesday, June 05, 2019 10:53 AM
To: Cashion, Ted <ted.cashion ncdenr. ov>
Cc: Robinson, Jason <'[e-mail]>; Michael Melton <[e-mail]>; Ethan Averette
<eaverette@stocksensineering com>; Kevin Varnell <kvarnell(@stocksengineerine.com>; Rebecca Flowers
<[e-mail]>
Subject: RE: [External] RE: Regency at Flowers Plantation (NW-13) Phase 1 fast track sewer extension application
Ted, The original Mill Creek Sewer Outfall was designed by the late Dennis Blackmon and I don't have a copy of his file. I
have looked the West Ashley permit and it has the WQ002777 number that is incorrect. I have look at the Flowers
North Sewer Outfall that my closed Raleigh Office did and it was W00029716. Both of these numbers appear to
incorrect.
There no question it flows into the Mill Creek Pump Sewer Outfall. Do you have that permit number?
Thanks, Mike.
J. M�ckC16 sto6zS
Stocks Engineering, PA
801 East Washington Street 252.459.8196 (voice)
P.O. Box 1108 252.459.8197 (fax)
Nashville, NC 27856 252.903.6891(cell)
www.stocksen ineerin .com
"Designing the Future — Today" - We remain dedicated to providing innovative
cost-efficient engineering solutions. We value clients, and we are not only
committed to meeting their needs, but exceeding their expectations with a
2

Cashion, Ted
From:
Cashion, Ted
Sent:
Wednesday, June 05, 2019 1:10 PM
To:
'Mike Stocks'
Cc:
Robinson, Jason; Mize, Lindsay L
Subject:
RE: [External) RE: Regency at Flowers Plantation (NW-13) Phase 1 fast track sewer
extension application
WQ0029713 is Pineville East @ Flowers Plantation.
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
ID E
J
CCpitrttntnt of cnvirormcnfnl pLa G;y
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.
From: Cashion, Ted
Sent: Wednesday, June 05, 20191:07 PM
To: Mike Stocks <mstocks@stocksenginee ring.com>
Cc: Robinson, Jason <[e-mail]>; Mize, Lindsay L <[e-mail]>
Subject: RE: [External) RE: Regency at Flowers Plantation (NW-13) Phase 1 fast track sewer extension application
We did a search in our database for "Mill Creek" with Aqua as the permittee and came up with the permits below. It
would take us some time to physically pull these permits to see which one includes the PS. Or the PS may be included in
a permit with a different name; difficult to tell from here.
Aqua should know have this info readily available in order to properly operate and maintain their collection system.
Mill Creek Outfall — WQ0022888

Mill Creek West Section 2 — WQ0029197
Mill Creek West Section 3 — WQ0030602
Mill Creek West Section 4 — WQ0031368
River Dell Mill Creek PS — WQ0023114
Ted Cashion
Water Quality Regional Operations
Division of Water Resources
NC Department of Environmental Quality
Raleigh Regional Office
919-791-4254
ted.cashion(cDncdenr eov
1628 Mail Service Center
Raleigh, NC 27699-1628
3800 Barrett Drive
Raleigh, NC 27609
Subscribe to Collection System & Sewer Permitting U12dates
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: Mike Stocks <mstocks stocksen ineerin .com>
Sent: Wednesday, June 05, 201910:47 AM
To: Cashion, Ted <ted.cashion ncdenr. ov>
Subject: RE: [External] RE: Regency at Flowers Plantation (NW-13) Phase 1 fast track sewer extension application
ri�2 L PO not,trtE Inks gr op:Eij affi ch6 nen tin ess,�]•y.�e�` 4d71 susPIclous emiif as an attacbrpegXi0
Ted, There's no questions that it flows to the Mill Creek Pump Station. We have a record in the Flowers North Sewer
Outfall file that the Mill Creek number is WQ029713, but also maybe WQ002477. Can you confirm either of these
numbers?
We are continuing to search our records. Thanks, Mike.
J. M,bChaeL St0CIzS

Stocks Engineering, PA
801 East Washington Street 252.459.8196 (voice)
P.O. Box 1108 252.459.8197 (fax)
Nashville, NC 27856 252.903.6891(cell)
www.stocksengineering.com
"Designing the Future —Today" - We remain dedicated to providing innovative
cost-efficient engineering solutions. We value clients, and we are not only
committed to meeting their needs, but exceeding their expectations with a
strong commitment to moral, ethical and professional standards.
Our Competitive Advantage
We build long term relationships with our clients by being
Creative, Personable, Accessible, Responsive, and Knowledgeable.
From: Cashion, Ted <[e-mail]>
Sent: Wednesday, June 05, 2019 9:44 AM
To: Mike Stocks <[e-mail]>
Cc: Robinson, Jason <'ason.t.robinson ncdenr. ov>; Michael Melton <[e-mail]>; Ethan Averette
<eaverette stocksen ineerin .com>; Kevin Varnell <kvarnell@stocksengineering com>; Rebecca Flowers
<[e-mail]>
Subject: RE: [External] RE: Regency at Flowers Plantation (NW-13) Phase 1 fast track sewer extension application
Mike and Mike,
Item V of the application notes the downstream sewer permit number is WQ0024777; this permit number is for
"Flowers Store and Pump Station". The narrative states the proposed flow will gravity flow to "Mill Creek Pump
Station".
The FTSE form must also include the Flowers Store Pump Station calculations. Please update the form with this
information; you may email this to us to expedite the issuance of the permit.
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
3

Raleigh, NC 27609
ri Sim
Ccsiarx:cr:f r,f csi�in,c:ncn'a' fuahty ,
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.
From: Mike Stocks <mstocks stocksen ineerin .com>
Sent: Thursday, May 30, 2019 3:15 PM
To: Cashion, Ted <ted.cashion ncdenr. ov>
Cc: Robinson, Jason <mason.t.robinson ncdenr. ov>; Michael Melton <MAMelton a uaamerica.com>; Ethan Averette
<eaverette stocksen ineerin .com>; Kevin Varnell<[e-mail]>
Subject: [External] RE: Regency at Flowers Plantation (NW-13) Phase 1 fast track sewer extension application
1 xte6al em—all.. 'rjot click I nksor-4en attachments un"Tess you: verify. Tend a uspicious email as. -an a aacliri enC t
Ted, Here's the flow reduction letter. We believe the number is WQCS00147.
Thanks, Mike.
J. M'LchneL Stoc�Zs
Stocks Engineering, PA
801 East Washington Street 252.459.8196 (voice)
P.O. Box 1108 252.459.8197 (fax)
Nashville, NC 27856 252.903.6891(cell)
www.stocksengineering.com
"Designing the Future —Today" - We remain dedicated to providing innovative
cost-efficient engineering solutions. We value clients, and we are not only
committed to meeting their needs, but exceeding their expectations with a
strong commitment to moral, ethical and professional standards.
Our Competitive Advantage
We build long term relationships with our clients by being
Creative, Personable, Accessible, Responsive, and Knowledgeable.
From: Cashion, Ted <[e-mail]>
Sent: Thursday, May 30, 2019 9:30 AM

To: Mike Stocks<[e-mail]>; Michael Melton <[e-mail]>
Cc: Robinson, Jason <iason.t.robinson ncdenr. ov>
Subject: Regency at Flowers Plantation (NW-13) Phase 1 fast track sewer extension application
We are reviewing the subject application and need additional items.
If 180 gpd per 3BR home is to be used, we'll need a copy of the flow reduction approval letter as required in VI.6 of the
application.
We also need the collection system permit number as required in item V. of the application.
We'll continue drafting the permit upon submittal of this information.
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
E Q
Veparlrrto 41 invironmenlal Quaiily
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.

Cashion, Ted
UJ� 0 0 �0Wad
From: Cashion, Ted
Sent: Wednesday, June 05, 2019 9:44 AM
To: Mike Stocks
Cc: Robinson, Jason; Michael Melton; Ethan Averette; Kevin Varnell; Rebecca Flowers
Subject: RE: [External] RE: Regency at Flowers Plantation (NW-13) Phase 1 fast track sewer
extension application
Mike and Mike,
Item V of the application notes the downstream sewer permit number is WQ0024777; this permit number is for
"Flowers Store and Pump Station". The narrative states the proposed flow will gravity flow to "Mill Creek Pump
Station".
The FTSE form must also include the Flowers Store Pump Station calculations. Please update the form with this
information; you may email this to us to expedite the issuance of the permit. �7 Q
ted A.l J C��L� 0✓�I `f / � c U
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
J
e f ��� ID, E
pcpdrttrtrsl of Egviroamint�l f�uniity
L �� I A 'It C
Subscribe to Collection System & Sewer Permittinci Updates
Email correspondence to and from this address may be subject to the North Carolina Public Records Caw and may be
disclosed to third parties unless the content is exempt by statute or other regulation.
From: Mike Stocks <[e-mail]>
Sent: Thursday, May 30, 2019 3:15 PM
To: Cashion, Ted <[e-mail]>
I

Cc: Robinson, Jason <[e-mail]>; Michael Melton <[e-mail]>; Ethan Averette
<[e-mail]>; Kevin Varnell<[e-mail]>
Subject: [External) RE: Regency at Flowers Plantation (NW-13) Phase 1 fast track sewer extension application
rj�l: t1i Nn - o . {ierfa ia6 s.ygu v#rif--%uha Ilysuspign s a nt a
.a f• -...
Ted, Here's the flow reduction letter. We believe the number is WQC500147.
Thanks, Mike.
J. ML'C, haeL Stocl2s
Stocks Engineering, PA
801 East Washington Street 252.459.8196 (voice)
P.O. Box 1108 252.459.8197 (fax)
Nashville, NC 27856 252.903.6891(cell)
www.stocksengineering.com
"Designing the Future — Today" - We remain dedicated to providing innovative
cost-efficient engineering solutions. We value clients, and we are not only
committed to meeting their needs, but exceeding their expectations with a
strong commitment to moral, ethical and professional standards.
Our Competitive Advantage
We build long term relationships with our clients by being
Creative, Personable, Accessible, Responsive, and Knowledgeable.
From: Cashion, Ted <[e-mail]>
Sent: Thursday, May 30, 2019 9:30 AM
To: Mike Stocks<mstocks@stocksengineering. com>; Michael Melton <[e-mail]>
Cc: Robinson, Jason <[e-mail]>
Subject: Regency at Flowers Plantation (NW-13) Phase 1 fast track sewer extension application
We are reviewing the subject application and need additional items.
If 180 gpd per 3BR home is to be used, we'll need a copy of the flow reduction approval letter as required in VI.6 of the
application.
We also need the collection system permit number as required in item V. of the application.
We'll continue drafting the permit upon submittal of this information.
ted
Ted Cashion
Water Quality Regional Operations
Division of Water Resources