WQ0040922_Application (FTSE)_20200211

DWR
,State of North Carolina
Departnient of Environmental Quality
Division of Wetter Resources
ISA NCAC 02T.0300 -FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 04-16 & SUPPORTING DOCUMENTATION
A lication Nurnbcr: � I_�O
pp _ _�_,) l "� _ (to be complctcd by DWR)
All itents tout be contpleted-or the opnlication will he -returned
1. APPLICANT INFORMATION:
I, Applicant's name: Aqua North Carolina, Inc. (company, municipality, HOA, utility, e(c.)
2• Applicant type: ❑ Individual ® Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Fedcra1 ❑ StatclCounty ❑ Municipal ❑ Other f"o
,,,�
3. Signature authority's narne: Michael Melton per ISA NCACO2T.0106(b3 t C.
Title: Emineerina Mannner�-
4. Applicant's mailing address: 202 Mackenan Court
City: Cary State: NC Zip: 27511-
tU
5. Applicant's contact information: 0,
Phone number: (919) 467-87 l2 Email Address: MAMelton a a uaamerica.com w Q
:r o
11. PROJECT INFORMATION: E � r.
O
1. Project name: Flnwers Plantation W-13 Phase I T
2. Application/Project status: Proposed (New Permit) Existing Permit/Project Lw ca �
Do
If a modification provide the existing 6
p g permit number: WQ0040922 and issued date: 6, 2019 � '�
If new construction but part of a master plan, provide the existing permit number: WQ00� C `�
3. County where project is located: Johnston z
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.6641' Longitude:-78.3683"
5. Parcel ID (if applicable): 168900-78-7671
(or Parcel ID to closest downstream sewer)
111. CONSULTANT INFORMATION:
I. Professional lingineer: J. Michael Stocks License Number: 19843
Firm: Stocks Eneincering, P.A.
Mailing address: PO Sox 1 108
City: Nashville State: NC
Phone number: 2(� 459-8196
Zip: 27856-�
Email Address: mstocics rt,stocksengineerint~.corn
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):
1. Permit Number(s): WQ00022888 Downstream (Receiving) Sewer Size: Lower portion 10 and upper portion 8 inch
System Wide Collection System Permit Number(s) (if applicable): WQCS00147
OwnerName(s): Aqua America, Inc.
FORM: FTA 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 peveloRer's Operational Agreement (FORM: DEV) been attached?
[:]Yes [:]No ❑NIA
3. I f the Applicant is a Home/Prnpa•tyOwners' Association, has an Operational Agreement (FORM: HOA) 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 I factories ❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater: Lf % Domestic/Commercial EQO °10 Commercial
% Industrial (Sce_I5A NCAC 02T .0103(20))
Ifs there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Has a flow reduction been approved under 15A NCAC_02T ,01 14(()? ❑ Yes ® No
➢ if Yes, provide a copy or flow reduction annrovnl letter
7. Summarize wastewater generated by project:
Establishment Typo (sec 021-0114([3)
Daily Design Flow
No. of Units
Flow
Residential Lots
180 gal/day
I08
19,440 GPD
gall
GPD
gall
GPD
gal/
GPD
gall
GPD
gall
GPD
Tatat
19,440 GPD
ZZ
a See 15A NCAC 02T .01 14(b). (dL (c)(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 ofthe Atlantic Intracoastal Waterway to be used as vacation rentals as defined
in G.S. 42A-4).
b Per 15A NCAC 02T.0I 14(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: 19.440 GPD (per I5A NCAC 02T .01 14) /
Do not include future flows or previously permitted allocations v
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

Vll. GRAVITY SEWER DESIGN CRITERIA or Applicable) - 02T.0305 & MDC (Gravity Selversl:
1. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
8 3,593 SDR-3513VC
A Section If & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
A Section III contains information related to minimum slopes for gravity sewer(s)
Oversizing lines to meet minimum slope requirement is not allowed anal a violation of the MDC
Vill. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (Purnn Statiuus/Force Mainsl:
COMPLETE FOR EACII PUMP STATION INCLUDED IN THIS PROJECT
1. Purnp station number or name:
2_ Approximate Coordinates (Decimal Degrees): Latitude- _ . -y_° i.ongitudc* -
3. Design now 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 ('I'DH)
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 021' .0305L1(l .
❑ Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T.0305(h)(1)(B);
Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
Must be permanent to facility
Or if the pump station has an average daily now 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 shalt 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. sorBACKS & SEPARATIONS - (11213 .0200 & 15A NCAC 02T .0305(o):
I. Does the project comply with all separations found in 15A NCAC 02T AL. 05(n d'c (g)
➢ 15A NCAC 02T.0305contains minimum separations that shall be provided for sewer s stems:
® Yes ❑ No
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_Jcct—
Reclaitned water lints(vertical -reclaimed over sewerJ
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 I or
Class II impounded reservoirs used as a source of drinking water
100 feet
*'Waters classified WS (except WS-1 or WS-V), B, SA, ORW, HQW, or SB from normal
high water or tide elevation and wetlands 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 sloe of embankment or cuts of 2 feet or more vertical height
10 feet
Drainage systems and interceptor drains
5 feet
Any swimming pools
10 feet
Final earth grade vertical
36 inches
D ISA NCAC 02T.0305(e) contains alternatives where separations in 02T_0305(fl cannot be achieved.
➢ "Stream classifications can be identified using the Division's NC Surface Water Classifications webpa e
➢ If noncompliance with 02T.0305(f) or (fa), see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ® Yes [:]No
➢ Seethe Division's draft separation requirements for situations where separation cannot be meet
➢ No variance is requited 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
D This would include Trout Buffered Streams per ISA NCAC 213,0202
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 (lie 401 & Buffer Permitting Branch
5. Does project comply with I5A NCAC 02T.0105(c)(6} (additional permits/certifications)? ® Yes ❑ No
Per ISA 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 pernit 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 perm itiee or its representative at least once every six -months and inspections
documented per 15A NCAC 02T.0403(a)(5) or the permitce's individual System -Wide Collection permit.
FORM: F'I'A 04-16 Page 4 of 5

X. CERTIlei CATIONS:
1. Does the submitted system comply with 15A NCAC 02'I', the Mininrcun Desigr1, i Criteria for the Permitting or Pump Stations
and Fos -cc Mains latest version and the Gravity Scwcr 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. Anproval of the t•c ucst is rc aired prior to submittal of the Fast Track A i lication and supportine docuuieuls,
2. Professional Engineers Certification:
I, W untAeJ taLo Jo6 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. 1 flurther attest that to the best
of my knowledge the proposed design has been prepared in accordancc with the applicable regulations, Gravity Sewer
Minimum Design Criteria for Gravity Sewers (latest version), and the Minimum Dcsigr Criteria for the Fast -Track Permitting
of rump 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, tiny 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 scal, signature, and date: `,�40. ......;
``��• SI 'Pit_ 1 � •, —
~'+ f \- Its .t%� � • �.� .y
3. Applicant's Certification per 15A NCAC 02T .0106(b):
I, � CnQJ 12 MCM_ M'Cl attest that this application for
(Signature Authority's na a & tid from Applic [ion Item 1.3
has been reviewed by me and is accurate and complete to the best of my knowledge. 1 understand that if all required parts of
this application are not completed and that if all required supporting documentation and attachments are not included, this
application package is subject to being returned as incomplete. I understand that any discharge of wastewater from this non -
discharge system to surface waters or (lie 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 143-215.613, any person who knowingly makes any false
statement, representation, or certification in nny application package sliall be guilty of a Class 2 misdemeanor, which may
include a Pane not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
Signature. v W
Date: 2 111 i3 DA
FORM: FTA 04-16 Pagc 5 of 5

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_ State of North Carolina
11 -� Department of Environmental Quality
Division of Water Resources
Dheklun of Water Re%omcr4 Flow Tracking/Acceptance for Sewer Extension Applications
(FTSC 04-16)
Entity Requesting.Allocation: qua-North_Carolina
Project Name for which flow is being requested: Flowers Plantation NW 13.1
More than one FTSE may be required for a single project if the own r of the WWTP is not responsible for all pump
stations along the route of the proposed wasteivater,/low.
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 Pen -nit #: NCO064564
All flows are ho MGD
O'
c. WWTP facility's permitted flow
0.350(0.250 JCo)
d. Estimated obligated flow not yet tributary to the WWTP
.402
e. WWTP facility's actual avg. flow
.297
f. Total flow for this specific request
0.019440
;~
g. Total actual and obligated flows to the facility
.71844
0
h. Percent of permitted flow used
119.74%
—.
II. Complete this section for each pump station you are responsible for along the route of this z
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
Obl igatcd,
Pump
Average Daay
Approx.
Not Yet
'total Current
Station
Firm
Flow"
Current Avg.
Tributary
Plow plus
(Name or
Capacity, '
(Firm 1 pf),
Daily Flow,
Daily Flow,
Obligated
Available
Number)
MGD
MGD
MGD
MGD
Flow
Capacity***
Mill
0.691
0.276
0.170
.028
0.198
0.078
* The Firm Capacity of any pump station is defined as the maximum pumped flow that
can be achieved with the largest pump taken out of service.
** Design Average Daily Flow is the firm capacity of the pump station divided by a peaking
factor (pi) not less than 2.5.
*** A Planning Assessment Addendum shall be attached for each pump station located
between the project connection point and the WWTP where the Available Capacity is < 0.
Downstream Facility Name (Sewer): Flowers WWCS WQCS00147
Downstream Permit Number: WQ0022888 Mill Crk Outfall
Page 1 of 6
FTSI-; 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.
02/07/2020
v
Signing Official Signature I- Date
Page 2 of b
F f Sl•' t14-16

Sewer Project Narrative
For
W-13 — Phase One
NW-13 - Phase One at Flowers Plantation was previously permitted for Toll Brothers
who decided not to purchase the property. The project is now moving forward with True
Homes and Kolter and will consist of a 108 Lot 3 bedroom single family residential
subdivision. This subdivision, which is located Off E. Neuse River Parkway, will consist
of 100% domestic flow. The sewer system will be constructed of approximately 3,600
LF of 8-inch SDR sewer pipe. With 108 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 (NPDES). The proposed flow will be
delivered via gravity line to Mill Creek Pump Station before it gets pumped to the
WWTF.

NeeJ CkecV —
LETTER Or TRANSMI'-FrAL
J. Michael Stocks, PE
252.903.6891
MEING
aoi CAST WAS"NGTCN STOLE, 00 Bac "Cs
NAS 1VI,E[. H.C. 77656 f1,Cf E {IS2) .5�•C,9F
W" S t0CKSEN3NE{NiNGC04
J. Kevin Varnell
252.382.0012
J. Andrew Stocks Ethan Averette
252.450.5140 919.725.4213
Ta:
NC DEQ
'
Ted Cashion
3800 Barrett Drive
Raleigh, NC 27609
Phone:
919-791-4252
Overnight No
yes -
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
Cl For Review and Comment
Copies I Date
Job No.
2017-054
Job Name:
(NW-13) — Phase 1
Date:
2110/2020
Sent By:
Andrew Stocks
❑ Construction Plat ❑ Site Plan Drawings ❑ Computer Disk
❑ Site Work Calculations ❑ Sewer Permit Modification
❑ For Your File ❑ As Requested
For Your Signature, then retum to.
Description
2 2/10/20 Fast Track Sewer System Extension Application
2 2/10/20 Flow Tracking for Sewer Extension Application
2 2/10/20 USGS Maps
2 2/10/20 Project Narrative
1 616119 Regency at FP (NW13) Existing Permit
Remarks:
Copies To:
❑ For Your Use
a
a
O
Q
ua
o
s
t
❑
P

QLfo
Cashion, Ted S 114
From: Andrew Stocks <[e-mail]>
Sent: Wednesday, February 12, 2020 11:40 AM
To: Cashion, Ted
Cc: Mike Stocks; David Goracke; John Spurrell; Lindsay Mize ([e-mail]);
Robinson, Jason
Subject: RE: [External] NW 13 at Flowers
Iliyeternafema1-Do nobdidkligRs or boen.atta eats unless you verify. $end-all susplaious email as an attadhMent to s a ,
Ted,
Thanks for looking into this so quickly. The name needs to be changed so Regency is not a part of the permit.
We will get a check in the mail to you today.
Thanks,
"For such a time as this",
J. Andrew Stocks
Stocks Engineering, PA
801 East Washington Street
P.O. Box 1108
Nashville, NC 27856
www.stocksengineering.com
252.459.8196 (voice)
252.459.8197 (fax)
252.450.5140 (cell)
"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.
From: Cashion, Ted <[e-mail]>
Sent: Wednesday, February 12, 202011:31 AM
To: Andrew Stocks <astocks@stocksengineering. com>
Cc: Mike Stocks<[e-mail]>; David Goracke <[e-mail]>; John Spurrell
<[e-mail]>; Lindsay Mize ([e-mail]) <[e-mail]>; Robinson,
Jason <[e-mail]>
Subject: RE: [External] NW 13 at Flowers
Hi Andrew,
Jason and I reviewed the application and determined that a permit modification is needed. We'll need a $480 fee to
modify the permit.
We base this on Condition 11.7 of the original permit which states that permit modifications are required for increased
flow (8% increase v. original permit), and increases in the number of connections (100 v. 108 houses).
We acknowledge we received the application Feb. 11 and will place it in the corresponding location in our queue.

Cashion, Ted
From: Cashion, Ted
Sent: Wednesday, February 12, 2020 11:31 AM
To: Andrew Stocks
Cc: Mike Stocks; David Goracke; John Spurrell; Lindsay Mize ([e-mail]);
Robinson, Jason
Subject: RE: [External] NW 13 at Flowers
Hi Andrew,
Jason and I reviewed the application and determined that a permit modification is needed. We'll need a $480 fee to
modify the permit.
We base this on Condition 11.7 of the original permit which states that permit modifications are required for increased
flow (8% increase v. original permit), and increases in the number of connections (100 v. 108 houses).
We acknowledge we received the application Feb. 11 and will place it in the corresponding location in our queue.
The original project was permitted as "Regency at Flowers Plantation (NW-13) Phase 1". This recent application notes
the project as "Flowers Plantation (NW-13) Phase 1".
If the modified permit is to remain the same project name as the original project name, please submit a revised page 1
noting the correct name.
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
D�par;•n,nt ct (rnrvrertwu� Ow:r�
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: Andrew Stocks[mailto:[e-mail]]
Sent: Wednesday, February 12, 2020 9:55 AM
To: Cashion, Ted <[e-mail]>
Cc: Mike Stocks <[e-mail]>; David Goracke <[e-mail]>; John Spurrell
<[e-mail]>; Lindsay Mize ([e-mail]) <[e-mail]>; Robinson,
Jason <[e-mail]>
Subject: RE: [External] NW 13 at Flowers
We are at 6.5 % lower on the line length because of the changes in the road layout and increased the flow by 1,440 gpd
(8 lots at 180 gpd). Let me know what you think once you get a chance to look into it and we will get you a check if it is
needed.
Thanks,
"For such a time as this",
J. Andrew Stocks
Stocks Engineering, PA
801 East Washington Street 252.459.8196 (voice)
P.O. Box 1108 252.459.8197 (fax)
Nashville, NC 27856 252.450.5140 (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.
From: Cashion, Ted <[e-mail]>
Sent: Wednesday, February 12, 2020 9:33 AM
To: Andrew Stocks<astocksCcDstocksengineerine.com>
Cc: Mike Stocks <mstocks stocksen ineerin .com>; David Goracke <[e-mail]>; John Spurrell
<js [e-mail]>; Lindsay Mize ([e-mail]) <LLMize a uaamenca.com>; Robinson,
Jason <'ason.t.robinson ncdenr. ov>
Subject: RE: [External] NW 13 at Flowers
We'll have to review the application and see the changes from the original permit.
Typically, line changes of +<10% do not require a permit mod. Increases in flow generally require a permit mod.
We'll review and let you know.
ted

Cashion, Ted
From: Cashion, Ted
Sent: Wednesday, February 12, 2020 9:14 AM
To: Andrew Stocks
Cc: Mike Stocks; David Goracke; John Spurrell; Lindsay Mize ([e-mail])
Subject: RE: [External] NW 13 at Flowers
Thanks Andrew. We received the hard copy application but there was no $480 application fee included.
Please send the check asap. We'll review the application and let you know if additional info is needed.
We are about 5-6 weeks out from receipt of application to issuing permits.
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
'kcsrC�wnt se fm.wrmnw Ow�Nw�
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: Andrew Stocks[maiIto: [e-mail]]
Sent: Monday, February 10, 2020 5:06 PM
To: Cashion, Ted <[e-mail]>
Cc: Mike Stocks<[e-mail]>; David Goracke <[e-mail]>; John Spurrell
<[e-mail]>; Lindsay Mize ([e-mail]) <[e-mail]>
Subject: [External] NW 13 at Flowers
• rnal effi4. V3 not cl#ck Itiiks or open aftachfhents uAss you verify. fiend all -suspicious email4s an-atted ment to

Ted,
Regency at Flowers Plantation was originally permitted by Toll Brothers. They did not purchase the property and True
Homes/Kolter has asked us to modify the plans and resubmit for permit modifications. We have increased the length of
line in PH 1 and added 8 more lots to this phase. I have placed a hard copy of the attached documents in the mail to
your attention. Please let me know if there is anything else you need.
Thanks,
"For such a time as this",
J. Andrew Stocks
Stocks Engineering, PA
801 East Washington Street 252.459.8196 (voice)
P.O. Box 1108 252.459.8197 (fax)
Nashville, NC 27856 252.450.5140 (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.

Cashion, Ted
From: Andrew Stocks <[e-mail]>
Sent: Monday, February 10, 2020 5:06 PM
To: Cashion, Ted
Cc: Mike Stocks; David Goracke; John Spurrell; Lindsay Mize ([e-mail])
Subject: (External] NW 13 at Flowers
Attachments: WQ0040922 Regency at FLOWERS.pdf; Signed FTSEA.pdf, NW signed Flow tracking.pdf;
USGS MAP PDF.pdf; Sewer Narrative NW 13 - TRUE.pdf
6ictei al ema'IUDo:rfot,eliak lln oropen a 0Mentsunless you verify, 5endi6il'suspicious,email as ari attadiri e t_td
Ted,
Regency at Flowers Plantation was originally permitted by Toll Brothers. They did not purchase the property and True
Homes/Kolter has asked us to modify the plans and resubmit for permit modifications. We have increased the length of
line in PH 1 and added 8 more lots to this phase. I have placed a hard copy of the attached documents in the mail to
your attention. Please let me know if there is anything else you need.
Thanks,
"For such a time as this",
J. Andrew Stocks
Stocks Engineering, PA
801 East Washington Street 252.459.8196 (voice)
P.O. Box 1108 252.459.8197 (fax)
Nashville, NC 27856 252.450.5140 (cell)
www.stocksengineerins.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.

Cashion, Ted
From: Andrew Stocks <[e-mail]>
Sent: Wednesday, February 12, 2020 9:55 AM
To: Cashion, Ted
Cc: Mike Stocks; David Goracke; John Spurrell; Lindsay Mize ([e-mail]);
Robinson, Jason
Subject: RE: [External] NW 13 at Flowers
* External email. -Do�nob alTMIR" or open attachments unle�you verify. Send alil suspicious -email as an attachment to
We are at 6.5 % lower on the line length because of the changes in the road layout and increased the flow by 1,440 gpd
(8 lots at 180 gpd). Let me know what you think once you get a chance to look into it and we will get you a check if it is
needed.
Thanks,
"For such a time as this",
J. Andrew Stocks
Stocks Engineering, PA
801 East Washington Street 252.459.8196 (voice)
P.O. Box 1108 252.459.8197 (fax)
Nashville, NC 27856 252.450.5140 (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.
From: Cashion, Ted <[e-mail]>
Sent: Wednesday, February 12, 2020 9:33 AM
To: Andrew Stocks <[e-mail]>
Cc: Mike Stocks<[e-mail]>; David Goracke <[e-mail]>; John Spurrell
<[e-mail]>; Lindsay Mize ([e-mail]) <[e-mail]>; Robinson,
Jason <[e-mail]>
Subject: RE: [External] NW 13 at Flowers
We'll have to review the application and see the changes from the original permit.
Typically, line changes of +<10% do not require a permit mod. Increases in flow generally require a permit mod.
We'll review and let you know.
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. ov
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 Law and may be
disclosed to third parties unless the content is exempt by statute or other regulation.
From: Andrew Stocks mailto:astocks stocksen ineerin .com]
Sent: Wednesday, February 12, 2020 9:25 AM
To: Cashion, Ted <ted.cashionencdenr.eov>
Cc: Mike Stocks <mstocks stocksen ineerin .com>; David Goracke <dgorackeCZDkolter.com>; John Spurreli
<jspurrell @truehomesusa.com>; Lindsay Mize ([e-mail]) <LLMize aguaamerica.com>
Subject: RE: [External] NW 13 at Flowers
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Ted,
We had assumed a line length increase and an 8 lot flow increase would not have triggered a major modification and we
didn't see what would constitute a minor modification. Is there a different fee for a minor modification or is this a
major?
Thanks,
"For such a time as this",
J. Andrew Stocks
Stocks Engineering, PA
801 East Washington Street 252.459.8196 (voice)
P.O. Box 1108 252.459.8197 (fax)
Nashville, NC 27856 252.450.5140 (cell)
www.stocksenp,ineering.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