WQ0043438_Application (FTSE)_20220504

OM,
Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 06-21 & SUPPORTING DOCUMENTATION
Application Number: W a 00 (4343 be completed by DWR)
All hems must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: Aqua North Carolina. Inc. (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ® Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ State/County
❑ Municipal ❑ Other
3. Signature authority's name: Michael Melton per 15A NCAC 02T .0! 06(b)
Title: Engineering Manager
4. Applicant's mailing address: 202 Mackenan Court
City: Cary State: IBC Zip: 27511-
5. Applicant's contact information:
Phone number: [phone] Email Address: mameltonnaquaamerica.com
II. PROJECT INFORMATION:
1. Project name: Crossings #2 @ Flowers Plantation
2. Application/Project status:
Proposed (New Permit) ❑ Existing Permit Project
If a modification, provide the existing permit number: WQ00 and issued date:
For modifications, also attach a detailed narrative description as described in Item G of the checklist.
If new construction. but part of a master plan, provide the existing permit number WQ00 .
3. County where project is
nston
4. Approximate Coordinates o(DecimahDegrees): Latitude. 35 6568 Longitude. -78 3437 NC Dept of environmental
5. Parcel ID (if applicable): 169900-54-8706 (or Parcel ID to closest downstream sewer)
111. CONSULTANT INFORMATION:
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: [phone] Email Address: [e-mail]
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:
1. Permit Number(s): WQ_ _
2. Downstream (Receiving) Sewer Information: inch 1 ] Gravity I Force Main
3. System Wide Collection System Permit Number(s) (if applicable) WQCS
Owner Name(s):
FORM: FTA 06-21
MAY -k7072
Raleigh Regional 0
Page 1 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 ❑ N. A
2 If the Applicant is a Developer of lois to be sold, has a Developer's Operauonal 4grcern nt F RM DEVj been attached?
®Yes ❑No ❑NA
1 If the Applicant is a Home/Property Owners' Association, has an HOA/POA Operational Agreement (FORM. HOA) and
supplementary documentation as required by 15A NCAC 02T.0115(c) been attached?
❑Yes No DNA
4. Origin of wastewater: (check all that apply):
❑ Residential (Individually Owned)
❑ Residential (Leased)
❑ School / preschool / day care
❑ Food and drink facilities
❑ Businesses / offices / factories
❑ Retail (stores, centers, malls)
❑ Retail with food preparation/service
❑ Medical.1 dental 1 veterinary facilities
❑ Church
❑ Nursing Home
❑ Car Wash
❑ Hotel and/or Motels
❑ Swimming Pool/Clubhouse
❑ Swimming Pool/Filter Backwash
❑ Other (Explain in Attachment)
5 Nature of wastewater : 100 % Domestic % Commercial % Industrial (See 15A NCAC 02T .0I03(201)
If Industrial, is there a Pretreatment Program in effect? ❑ Yes❑ No
6 Has a flow reduction been approved under I M ocAr 12T _0114iQ? ® Yes ❑ No
Y If ves. provide a CODY of flow reduction approval letter with this aoniication
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(f))
Daily Design Flow'•b
No. of Units
Flow
Town Homes
180 gal/day
3 15
56,700 GPD
gall
GPD
gal/
GPD
gall
GPD
gall
GPD
gall
GPD
Total
56,700 GPD
a See 15A NCAC 02T .0l AO. (i1l, left 11 and (c) 2) for caveats to wastewater design flow rates (i.e., minimum flow per
dwelling; proposed unknown non-residential development uses; public access facilities located near high public use areas;
and residential property located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined
in G.S. 42A•4).
b Per 15A NCAC 02T 01 I4(c), design flow rates for establishments not identified (in table latiCAC 0119j1 ill shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8 Wastewater generated by project. 56,700 GPD (per OA.NCAC 02T Al 14)
).• Do not include future Flows or previously permitted allocations
If permitted flow is zero, please indicate why:
❑ Pump Station/Force Main or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line.
Please provide supplementary information indicating the approximate tirneframe for permitting upstream sewers with flow.
❑ Flow has already been allocated in Permit Number. Issuance Date.
❑ Rehabilitation or replacement of existing sewers with no new flow expected
❑ Other (Explain):
FORM FTA 06-21
Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
8
6,040
SDR-35 PVC
Y Section 11 & 111 of the MDC for Permitting of Gravity Sewers contains information related to design criteria
)► Section I11 contains information related to minimum slopes for gravity sewer(s)
Oversizing lines to meet minimum slope requirements is not allowed and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (Pump Stations/Force Mains):
PROVIDE A SEPARATE CQPY OF THIS PAGE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name:
2. Approximate Coordinates (Decimal Degrees): Latitude: Longitude: -__.._. _
3. Total number of pumps at the pump station: _
3. Design flow of the pump station: millions gallons per day (firm capacity)
t This should reflect the total GPM for the pump station with the largest pump out of service.
4. Operational point(s) per pump(s): gallons per minute (GPM) at _ feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches)
Length (feet)
Material
If any portion of the force main is less than 4 inches in diameter, please identify the me hod of solids reduction per
MDCPSFM Section 2 01C. l .b. ❑ Gnnder Pump ❑ Mechanical Bar Screen ❑ Other (please specify)
6. Power reliability in accordance with 15A NCAC 02t .0J05i!h11.]
❑ Standby power source or ❑ Standby pump
• Must have automatic activation and telemetry - I5A 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
i Must be permanent to facility and may not be portable
Or if the pump station has an average daily flow Tess than 15,000 gallons per day 15A NCACO2T.0305(h)(1)(C):
❑ Portable power source with manual activation, quick -connection receptacle and telemetry -
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry:
I✓ Include documentation that the portable source is owned or contracted by the applicant and is compatible with the station.
r 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
as part of this permit application in the case of a multiple station power outage.
FORM: FTA 06-21 Page 3 of 5

IX. SETBACKS & SEPARATIONS — (02B .0200 & ISA NCAC 02T .0305(0):
1. Does the project comply with all separations/alternatives found in 15A NCAC 02T .0305tf1 & ig1'
15A NCAC 02T.0305(f) contains minimum separations that shall be provided for sewer systems:
®Yes ❑No
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below (vertical)
18 inches
'Water mains (vertical - water over sewer preferred, including in benched trenches)
18 inches
'Water mains (horizontal)
10 feet
Reclaimed water lines (vertical - reclaimed over sewer)
18 inches
Reclaimed water lines (horizontal - reclaimed over sewer)
2 feet
**Any private or public water supply source, including any wells, WS • I waters of Class 1 or
Class II impounded reservoirs used as a source of drinking water, and associated wetlands.
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 associated with these waters (see item IX.2)
50 feet
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches, as well as wetlands associated with these waters or classified as WL.
10 feet
Any building foundation (horizontal)
5 feet
Any basement (horizontal)
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
)- If noncompliance with 02T0305(f) or (e), see Section X_ 1 of this application
*I5A r4cAc 02T.0305u0 contains alternatives where separations in 02T.0305(l) cannot be achieved. Please check "yes"
above if these alternatives are used and provide narrative information to explain.
**Stream classifications can be identified using the Division's NC Surface Water Classificatiyius.webpale
2. Does this project comply with the minimum separation requirements for water mains? ® Yes ❑ No 0 WA
D If no, please refer to I SA NCAC 18C.0906(f) for documentation requirements and submit a separate document,
signed/sealed by an NC licensed PE, verifying the criteria outlined in that Rule.
3. Does the project comply with separation requirements for wetlands? ® Yes 0 No 0 N: A
Y Please provide supplementary information identifying the areas of non-conformance.
)- See the Division's draft separation for situations where separation cannot be met.
L No variance is required if the alternative design criteria specified is utilized in design and construction.
4. Is the project located in a river basin subject to any State buffer rules? ® Yes Basin name: Neuse ❑ No
If yes, does the project comply with setbacks found in the river basin rules per )5A NCAC 02B .0200? ® Yes ❑ No
t This includes Trout Buffered Streams per 15A NCAC_28,0202
5. Does the project require coveragvauthorization under a 404 Nationwide/individual permits 0 Yes ® No
or 401 Water Quality Certifications?
D Please provide the permit number+permitting status in the cover letter if coverage/authorization is required.
6. Does project comply with 1 SA NCAC 02T.0105(c)(6) (additional pernits'certilications)? EI Yes 0 No
Per I SA NCAC 02T.0105(c)(6), directly related environmental permits or certification applications must be 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.).
7. Does this project include any sewer collection lines that are deemed "high -priority?" 0 Yes ® No
Per 15A NCAC.02T.0402, "high -priority sewer" means any aerial sewer, sewer contacting surface waters,
siphon, or sewers positioned parallel to strcambanks that arc subject to erosion that undermines or deteriorates the sewer.
Siphons and sewers suspended through interference/conflict boxes require a variance approval.
Y 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 I5A NCAC 02T.0403(a)(5) or the permittee's individual System -Wide Collection permit.
FORM: FTA 06-21 Page 4 of 5

X. CERTIFICATIONS:
I. Docs the submitted system comply with ISA NCAC eat the ltnimu ln Pgraigii SAterilt for th muting of Pum2 gtions
add Fo cc Mains faint version),„ and the t�,rav Sewn Plinjayarl Design Crilcrie iIate#t vusionk as applicable?
® Yes ❑ No
If no, for projects requiring a single variance, complete and submit the Variance/Altemative Design Request application
(VADC 10-14) and supporting documents for review to the Central Office. Approval of the request will be issued
concurrently with the approval of the permit. and npgjgcts requiring a variance approval may be sublect to longer
review times. For protects requiring two or more variances or where the variance is determined by the Division to be a
significant portion of theprolect. the full technical review is required,
2. Professional Engineer's Certification:
1, f . i ; 1 / 51-445 attest that this application for 'Tile (42-OS$(A►% FlO Wwtt?
(Proresstonal Engineer's name from Application Item 111 1 ) (Project Nome from Application Item It.I )
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,
ir)iinum Design Criteria foil Grav_i . 3ismi!atest. version), and the Minimum Desig, Criteria for the Fast -Track Permitting
QUIRWIllionundSorce Mains t/atesl venires). Although othcr professionals may have developed certain portions of this
submittal package, inclusion of these materials under my signature and seal signifies that 1 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 of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000, as well as civil penalties up to S25,000 per violation. Misrepresentation of the application
information, including failure to disclose any design non-compliance with the applicable Rules and design criteria, may subject
the North Carolina -licensed Professional Engineer to referral to the licensing board. (21 NCA4p 0701)
.......... ,,meµ ryp�' _.............
North Carolina Professional Engineer's seal, signature, and date: ♦�`�'�N. •..'O(�`,•Ir
♦`2a:OrrESS/0WVrr
i w
• °' SEAL r'
• 19843
Y �
5/0 Ni„oCV.40
4, C/14. .416.111.11. °.
pb
3. Applicant's Certification per 15A NCAC 02T .0106( ):
l ,
Michael A. Melton attest that this application for The Crossing 2 at Flowers Pint.
(Signature Authority Name from Application Item I.3) (Project Name from Application Item II, I)
attest that this application 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 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 1 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 J43-215_ A and J43413.6B, 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 10 S25,000 per violation.
Stgnature:
a�a
ItAg
May
2, 2022
Dale:
FORM: FTA 06-21 Pagc 5 of 5

L...IWR
Division of Wailer Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: AQUA NC
Project Name for which flow is being requested: Crossings #2 @ 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: Neause Colony WWTP
b. WWTP Facility Permit #: NC0064564
c. WWTP facility's permitted flow
All flows are in MGD
0.350 (0.50 JoCo)
d. Estimated obligated flow not yet tributary to the WWTP 0.213
e. WWTP facility's actual avg. flow 0.514
f. Total flow for this specific request 0.057
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
0.784
92.2%
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:
Pump
Station
(Name or
Number)
Buffalo
Pump
Station
Permit
No.
WQ0021567
(A) (B)
Design
(C) (D)�B+C) (E)=(A-D)
Average Approx. Obligated,
Daily Current Not Yet
Firm Flow** Avg. Daily Tributary
Capacity, * (Firm / pf), Flow, Daily Flow,
MGD MGD MGD MGD
Total Current
Flow Plus
Obligated Available
Flow Capacity***
1.23 0.491 0.15 0.130 0.337 0.154
* The Firm Capacity (design flow) of any pump station is defined as the maximum pumped flow
that can be achieved with the largest pump taken out of service.
** Design Average Daily Flow is the firm capacity of the pump station divided by a peaking factor
(pf) not less than 2.5, per Section 2.02(AX4)(c) of the Minimum Design Criteria.
*** A Planning Assessment Addendum shall be attached for each pump station located
between the project connection point and the WWTP where the Available Capacity is < 0.
Downstream Facility Name (Sewer): Neuse Colony WWTP
Downstream Permit Number: Plant Permit Number NC0064564
Page 1 of 6
FTSE 10-18

III. Certification Statement:
1 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 Clow 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 1 and II plus all attached planning assessment addendums for which I
am the responsible party. Signature of this form certifies that the receiving collection system or treatment
works has adequate capacity to transport and treat the proposed new wastewater.
4. _
Signin.Ofcial Signal Date
Michael A. Melton, Engineering Manager
Tide of Signing Official
Page 2 of 6
May 2, 2022
FTSE 10-18

Sewer Project Narrative
For
Crossings #2 @ Flowers Plantation
Crossings #2 at Flowers Plantation is a residential subdivision with a proposed 315
townhomes. This subdivision, which is located on the southeast side of the Buffalo Road
and Jordan Narron Road intersection, will consist of 100% domestic flow. The sewer
system will be constructed of approximately 6,040 LF of 8-inch SDR 35 gravity drainage
sewer pipe. As approved in October 2017, this facility is estimated to flow 60
GPD/Bedroom. With 315 dwelling units with a projected flow of 180 GPD each, the
projected flow for this facility is 56,700 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 0.5 MGD (NPDES). The proposed flow will be
delivered via gravity line to the Buffalo Creek Pump Station which pumps directly to the
Neuse Colony WWTF.

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J. Michael Stocks, PE
252.903.6891
LETTER OF TRANSMITTAL
Stocks Engineering, PA
PO Box 1108
Nashville, NC 27856
252.459.8196
J. Kevin Varnell
252. 382.0012
To:
Ted Cashion
NCDEQ-DWQ
3800 Barrett Drive, Suite 101
Raleigh, NC 27609
Phone:
919-791-4252 Overnight
No
Yes
We are sending you the following:
❑ EC Plans
❑ Contracts
Job No.
2021-078
Job Name:
Crossings #2 @ Flowers Plantation
Date:
5/2/22'
ePt
or
Sent By:
Nicole Bowal
UAL.F��lrO
°menta
0 Construction Plat 0 Site Plan Drawings
x Permit Applications ❑ Site Work Calculations 0
0 Prints/Plans
These are transmitted as checked below:
Raf �t8h
0 Con, w/ici
x For Approval 0 As Discussed ❑ For Your File 0 As Requested
0 For Review and Comment ❑ For Your Signature, then velum to:
Copies
Date
0 For Your Use
Of'ck,
Description
2
5/2/22
Fast Track Sewer Application
2
5/2/22
Flow Tracking/Acceptance for Sewer Extension Applications
2
5/2/22
2
5/2/22
2
5/2/22
USGS Map with location of site shown
Street Map of Surrounding Area
Sewer Narrative
2
5/2/22
Flow Reduction Letter
1
Remarks
5/2/22
Permit Fee Check