WQ0042458_Mod Application (FTSE)_20211201

State of North Carolina
Department of Environmental Quality
DWR Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number: k!k (to be completed by DWR)
All items must be completed or the aDDhcation will be returned
1. APPLICANT INFORMATION:
i. Applicant's name: Aqua NC (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership ® Privately -Owned Public Utility
❑ Federal ❑ StateiCounty ❑ Municipal ❑ Other
3. Signature authority's name: Michael A Melton per 15A_NCAC 02T .0106(b)
Title: En ineering Manager
4. Applicant's mailing address: 202 MacKenan Court
City: Cam State: NC Zip: 27311-__
5. Applicant's contact information:
Phone number: (9. 19) (53-5760 Email Address: mamelton(@,aguaamerica.com
II. PROJECT INFORMATION:
I. Project name: Ardmore at Flowers Apartments
2. Application/Project status: ❑ Proposed (New Permit) ® Existing Permit/Project
If a modification, provide the existing permit number: WQ0042458 and issued date: 5-13-21
If new construction but part of a master plan, provide the existing permit number: WQ00
3. County where project is located: Joltpston
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.650908" Longitude:-78.349258,-
5. Parcel ID (if applicable): 16KO5139I & 16KO5026D
(or Parcel ID to closest downstream sewer)
1I1. CONSULTANT INFORMATION:
1. Professional Engineer: Barret Hagen License Number: 30469
Firm: Hagen Engineering
Mailing address: 3859 Battleground Ave Suite 300
City: Greensboro State: NC Zip: 27410-
Phone number: [phone] Email Address: tshaw@hagen-ene com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Neuse Colony Permit Number: NCO064564
Owner Name: AQUA NC
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQ004093 Downstream (Receiving) Sewer Size: 8 inch
System Wide Collection System Permit Numbers ifa I` le : WQCS00147
Owner Name(s). AQUA NC
FORM: PTA 04-16 Pagel of5

VI. GENERAL REQUIREMENTS
1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
®Yes ❑No ❑N!A
2. If the Applicant is a Developer of lots to be sold, has a Devel2Wf s QWational Agreement (FORMJ?EV) been attached?
❑ Yes ❑No ®N/A
3. If the Applicant is a HomelProneny Owners'. Assoc ia;ion. has an OnerationLiI Agre�me t F( ORM: 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 I preschool 1 day care ❑ Medical l dental 1 veterinary facilities ❑ Swimming Pool /Clubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming Pool/Filter Backwash
❑ Businesses I offices / factories ❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater: 100 % DomesticlCommercial % Commercial
_ % Industrial ( ce IAA NCAC 02T :OJ0 C2))
�Is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Has a flow reduction been approved under l 5A.NCAC 02T .01140)? ❑ Yes ❑ No
f yes, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 021-0114(fIl
Daily Design Flow'"
No. of Units
Flow
Cabana
250 gallday+'plumbing fixture
4
1000 GPD
One/Two Bedroom Apartment Units
150 gal/day
330
49,500 GPD
Three Bedroom Apartment [_snits
225 gal/day
66
14,850 GPD
Clubhouse
25 gal/day/employee
4
100 GPD
Pool
10 gaVday{person
100
1000 GPD
Car Washes
1200 gal/day/bay
2
2400 GPD
Total
68,850 GPD
a See 15A_NCAC 02T _0114(b�(dj, (ex 11 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 U,S,.42A-4).
b Per 15A NCAC 02T .01 14(c), design flow rates for establishments not identified [in table _1.5A 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: 68,850 GPD (per 15A NCAC 02T .01 14)
o 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):
I
n
FORM: FTA 04-16 Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
S
ummarize gravity sewer to be permitted:
Size (inches)
Length (feet)
i
Material
8
301
DIP
8
1175
PVC
ection II & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
11
ection III contains information related to minimum slopes for gravity sewer(s)
.X
versizing lines to meet minimum slope requirement is not allowed and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MQC (Puma Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
I . 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) I Length (feet) I Material
6. Power reliability in accordance with 15A NCAC 02T .0305(h); I :
❑ Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .0305(h)(l)(i3):
➢ R
equired for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
➢ M
ust 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(hx 1)(C)
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 02T .0305(h)(1)(C):
FORM: FTA 04-16 Page 3 of 5

D I
t shall be demonstrated to the Division that the portable source is owned or contracted by the applicant (draft agreement)
and is compatible with the station.
➢ I
f the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump stations'
storage capacities and the rotation schedule of the portable power source or pump, including travel timeframes, shall be
provided in the case of a multiple station power outage.
FORM: F TA 04-16 Page 4 of 5

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(f)):
I. Does the project comply with all separations found in I SA NCAC 921..Q305il W
5A NrAC 09T (110VA rnntninc minimum cPnaratinnc that chall hp nn-wMA-A fnr cpwpr evetamc-
® 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 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 I or
Class II impounded reservoirs used as a source of drinking water
100 feet
**Waters classified WS (except WS-I 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
Any buildin foundation
10 feet
5 feet
Any basement
10 feet
Top slope of embankment or cuts of 2 feet or more vertical height
10 feet
Drainage systems and interceptor drains
5 feet
Any swimming pools
10 feet
Final earth grade vertical
36 inches
D
SA NCAC' 02T.0305(e) contains alternatives where separations in 02T.0305(f) cannot be achieved.
*Stream classifications can be identified using the Division's NC'.Surface Water Classifications webgace
f noncompliance with 021,0305Lt or see Section X of this application
I
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ®Yes []No (:]N.-'A
S
ee the Division's draft separation requirements for situations where separation cannot be meet
N
o variance is required if the alternative design criteria specified is utilized in design and construction
A
s built documents should reference the location of areas effected
3. Does the project comply with setbacks found in the river basin rules per 1 SA-KA C 02B .0200? ® Yes ❑ No ❑ N-A
T
his would include Trout Buffered Streams per .I 5A NCAC 2B.0202
4. Does the project require coverage/authorization under a 404 Nationwide or ❑ Yes ® No
individual permits or 401 Water Quality Certifications?
I
nformation can be obtained from the 40 t_&-.Huffer Permitting Branch
5. Does project comply with 15A NCAC 02T.(1105Cc)[6) (additional permits/certifications)? ® Yes [:]No
FORM: FTA 04-16 Page 5 of 5

Per I5A NC AC 02TA I0{tc I{61, 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 ❑ NA
f 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 6 of 5

X. CERTIFICATIONS:
1. Does the submitted system comply with 15A NCAC 021'. the mirtitntrnt 1)"i"11 t'titrri;l lilt the i'crntittin � n3 1'untp tit;uis�n�
,utd I 4tircc 4f.Ims 0,11c%[ % crSic1t11. and the GF;r1 ii% Se%ti rr' :N9ini,11um vtrtiir,rl) as applicable?
® Yes ❑ No
If No, complete and submit the Variance/Alternative Design Request application (VADC 10-14) and supporting documents
for review. A ro%•,t! of tilt rcc ueel is re uired prothr tt1 suhrnitt.�1 of the I :�st T•racl: A s 1lic;ttion and set nrtin
o ents.
2. Professional Engineer's Certification.
A.
(Professional Engine=from Application Item II1.1.) attest that this application for
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans, specifications,
engineering calculations, and all other supporting documentation to the best of my knowledge. 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 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty lass 2 misdemeanor, which may
include a tine not to exceed $10,000, as well as civil penalties up to $25,000 per vi tia
North Carolina Professional Engineer's seal, signature, and date:
AppiicarIt' L:rrtitWattion per 1 S, NCAC 02T .0106(b):
1, 1M pp - _ a neell`t
{Signature Au lorit}'s name & t- tYom Appli nt1' It �1r
.1)
i
a 304b
A.
aUcst 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. I will make no claim against the Division of Water Resources should a
condition of this permit be violated. I also understand that if all required parts of this application package are not completed
and that if all required supporting information and attachments are not included, this application package will be returned to
me as incomplete.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed S10,000 as well as civil penalties up to $25,000 per violation.
r�Signature:t�
._ . t)atr•
FORM: FTA 04-16
Page 7 of 5

t4t� QV
Dt� of�rvlto�
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Division of Wader Resources �Y,0013 a14 Flow Tracking for Sewer Extension Applications
SOW(FTSE 10-18)
Entity Requesting Allocation: qua North carolina
Project Name for which flow is being requested: Ardmore at Flowers plantation
More than one FTSE may be required for a single project if the owner of the WWTP is not responsible for all pump
stations along the route of the proposed wastewater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Neuse Colon
b. WWTP Facility Permit #: NCO064564
All flows are in MGD
c. WWTP facility's permitted flow
0.350 (JCo 0.350)
_
d. Estimated obligated flow not yet tributary to the WWTP 0.2855
e. WWTP facility's actual avg. flow
0.4756
f. Total flow for this specific request
0.06885
g. Total actual and obligated flows to the facility
0.82995
h. Percent of permitted flow used
119%
II. Complete this section for each pump station you are responsible for along the route of this proposed
wastewater flow.
List pump stations located between the project connection
point and the WWTP:
(A)
(B) (C) (ID)-(B+C)
(E)—(A-D)
Design
Average
Approx. Obligated, Total
Pump Pump Daily
Current Not Yet Current
Station Statiuu Firm Flow**
Avg. Daily Tributary Flow Plus
(Name or Permit Capacity, * (Firm / pt),
Flow, Daily Flow, Obligated
Available
Number) No. MGD MGD
MGD MGD Flow
Capacity***
Buffalo
W 0021567 1.08 0.432
0.1134 0.7977 0.9111
-0.307
Hwy 42 A90031152M 0.2664 0.10656
.021768 .054232 0.076
0.03056
* 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 pealing 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 < p.
Downstream facility Name (Sewer): Aqua NC -i-Iwy 42 Purnp Station
Downstream Permit Number: W 0031152 MOD
Page 1 of 6
FTSE 10-18

IIL Certification Statement:
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 H 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.
11 /23/2021
al
IiSignal re T� — — Date
Michael A. Melton, Engineering Manager
Title of Signing Official
Page 2 of 6
FTSE 10- l 8

PLANNING ASSESSMENT ADDENDUM (PAA)
Submit a planning assessment addendum for each pump station listed in Section II where Available Capacity is <
0.
Pump Station (Name or Number):
Given that:
a. The proportion and amount of Obligated, Not Yet Tributary Daily Flow (C) accounts for
84.65 % and 0.3657 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 MGD per year; and that
c. A funded Capital Project that will provide the required planned capacity, namely
One of two projects - see below _ is in design or under construction with
planned completion in 2-3 years ; and/or
d. The followintt applies:
Recently DEQ permitted an enlarged combination force main along Hwy 42. It
was designed to have the Hwy 42 pump station remove it discharge into the
Buffalo Creek Pump Station and discharge directly into this new combined force
main. This will help the Buffalo Creek Pump Station's Capacity and will remove
the 0.1065 MGD (Hwy 42 PS) capacity from Buffalo creek. (This will also help
Hwy 42 since the current TDH is approximately 170 feet and the new discharge to
the combined force main is estimated to be 95 TDH.)
he Second part of gaining capacity at Buffalo creek PS will be upgrading the
uffalo Creek Pump Station. As the daily flow increases, a permit to add an
dditional pump to the existing wet well will be prepared and submitted.
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.
Michael A. Melton, Engineering Manager
11 /23/2021
Date
Page 3 of 6
FTSE 10-18

R11 HAGEN
.i. ENGINEERING. PA
Raleigh Regional Office
Water Quality Section
1628 Mail Service Center
Raleigh, NC 27699-1628
919-781-4200
3859 Battleground Ave, Suite 300 Phone: [phone]
Greensboro, NC 27410 [e-mail]
RE: Ardmore at Flowers Apartments
Flow Reduction Modification
Public Sewer Permit
Cover Letter
November 29, 2021
The purpose of this cover letter is to outline the contents of this Modified Public Sewer
Permit application package as well as to provide of a summary of the project to which is
pertains. This Ardmore at Flowers Apartments development is a 396 unit multifamily complex
which will require an estimated peak flow of 68,850 GPD for utility consumption. The project will
be comprised of public gravity sewer main. In terms of public sewer, this project will be
comprised of 1175 LF of 8" PVC and 301 LF of 8" DIP. Within this submittal package you will
find the following items:
1) $480 check for the Public Sewer Permit
2) One completed DWR Fast Track Sewer System Extension application
3) One executed FTSE 04-16
4) One 8.5" x 11" USGS Topo Map
5) One street level map (aerial)
Thank you,
Tim Shaw, EIT
Hagen Engineering, PA
434-566-8037
00U30 IinuolsaH gfi10172H
AJ1JL1na I2;uatuu0nnu3 Jo adaq ON

HAGEN
ENGINEERING, PA
TO ; Raleigh Regional Office
Water Quality Section
1628 Mail Service Cener
Raleigh, NC 27699-1628
919-7814200
TRANSMITTAL
1�7st>i�(ii►��'7��i1
PROJECT: Ardmore at Flowers - Public Sewer Permit (modification)
PLEASE FIND ATTACHED;
ITEM
DATED
1 Cover Letter
11/29/2021
1 $480 Check
11/29/2021
1 Updated Fast Track Application
11/29/2021
1 Executed FTSE-04-16
11/29/2021
1 8.5"x11" USGS Topo Map
11/29/2021
1 Street Level Map
11/29/2021
1 Original Permit
11/29/2021
1 Approved DEQ Flow reduction letter
11/29/2021
Tim Shaw
1VC Dept of Environmental Quality
CIF" 01 Vt
Raleigh Reg1O,,,$1 pfl1.G@
Hagen Engineering, PA PO Box 14851 Greensboro, NC P-336- 404-9796 [e-mail]

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DocuSign Envelope ID- BUB8FF6-23684278-SC4D-5AFBDDB6A63D
ROY COOPER
Governor
ELIZABETH S. BISER
Secretary
S. DANIEL SMITH
Director
NORTH CAPOLINA
Environmental Quality �!
10/18/2021
Mr. Michael A. Melton o
Aqua North Carolina, Inc.
202 MacKenan Court d`
Cary, North Carolina 27511 0i
0
0
Subject: Apartment Complex Flow Reduction Approval Z
Flowers Plantation Neuse Colony WWTP (NC0064564)
Johnston County, North Carolina
Dear Mr. Melton:
On July 22, 2021, the Division of Water Resources (Division) received a request for an adjusted
daily sewage flow rate (flow reduction) that would apply to all permitted but not yet tributary
multi -family apartment connections and future connections tributary to the system within the
Neuse Colony WWTP service area. Additional information was requested by the Division and
was received on October 12, 2021.
In accordance with 15A NCAC 02T .0114(f)(1 & 2), the Division has evaluated the request, and
based on the data submitted, 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 multi -family apartment dwellings only.
• The minimum flow for 1- and 2- bedroom dwellings shall be 150 gallons per day.
• Each additional bedroom above two bedrooms shall increase the volume by 75 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 (NC0064564).
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 statutes, rules, regulations and minimum design criteria as certified by
the owner and engineer.
Regardless of the adjusteddesign daily wastewater flow rate, at no time shall the wastewater
flows exceed the effluent limits defined in the permit for the treatment facility or exceed the
capaci!y of the sewers downstream of any new sewer extension or service connection(s).
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
Q Q
�� North Carolina Department of Environmental Quality I Division of Water Resources
512 North Salisbury Street 1 1617 Mali Service Center I Raleigh, North Carolina 27699 1617
'+onni CaRO�r+n
919.707.9000

DocuSign Envelope ID B84B8FF6-2366-4278-BC4D-5AFBDD86A63D
Federal regulations with respect to wastewater collection systems, protection of surface waters,
and/or wastewater treatment.
If you have any questions, please contact Michael Montebello at [phone] or by email at
michael.montebello, c,�ncdenr.g.ov.
Sincerely,
DocuSigned by:
A+ 4KIL�t. h
C46453143i644FE
for S. Daniel Smith
Director, Division of Water Resources
by Michael Montebello
Municipal Permitting Unit, Division of Water Resources, DEQ
CC- Lindsay L. Mize, PE, Aqua North Carolina, Inc. (11mi.ze 14aguaamerica,com)
Mike Stocks, PA, Stocks Engineering(mstocksfa'.;stocksengineering_com)
Raleigh Regional Office, Water Quality Regional Operations
Municipal Permitting Unit (electronic copy)
Page 2 of 2