WQ0041924_Application (FTSE)_20201015

Permit Number W00041924
Program Category .
Non -discharge
Permit Type
Gravity Sewer Extension, Pump Stations, $ Pressure Sewer Extensions
Primary Reviewer
dean.hunkele
Coastal SWRule
Permitted Flow
Facility
Central Files: APS _ SWP
9/1/2020
Permit Tracking Slip
Status
Project Type
In review
New Project
Version
Permit Classification
A
Individual
Permit Contact Affiliation
Facility Name Major/Minor Region
Arias at Songbird Landing Minor Wilmington
Location Address County
Ponder
Facility Contact Affiliation
�ir1!--1•i
Owner Name
Owner Type
Carolina Water Service Inc of North Carolina
Non -Government
Owner Affiliation
J Bryce Mendenhall
Operations VP of
PO Box 240908
Dates/Events
Charlotte NC 28217
Scheduled
Orig Issue App Received Draft Initiated Issuance
Public Notice Issue Effective Expiration
8/17/2020
Regulated Activities
O utfa I I
Waterbody Nan

STROUD ENGINEERING, P.A.
102-D Cinema Drive
Wilmington, INC 28403
[phone]
TO �L_�_)*=(S�
WE ARE SENDING YOU Attached
[A4TER O1P4 I�]�G��44LQd
DATE
_S 20
roe
ATTENTIOP,,-
RE:
ElUnder separate cover via \y�- the following items:
❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications
❑ Copy of letter ❑ Change order ❑
COPIES
DATE
NO.
DESCRIPTION
THESE ARE TRANSMITTED as checked below:
r For approval
❑ For your use
❑ As requested
$-For review and comment
❑ FORBIDS DUE
�L12:
❑ Approved as submitted
❑ Approved as noted
❑ Returned for corrections
0
❑ Resubmit copies for approval
❑ Submit copies for distribution
❑ Return corrected prints
❑ PRINTS RETURNED AFTER LOAN TO US
COPY TO
SIGNED: �\��
If enclosures are not as noted, kindly notify us at once.

STROUD ENGINEERING, R A.
CONSULTING ENGINEERS
102D CINEMA DRIVE
WILMINGTON, NORTH CAROLINA 28403
WWW.STROUDENGI NEE R.COM
LICENSE NO. C-0647
August 15, 2019
NCDEQ Division of Water Resources
Water Quality Permitting
127 Cardinal Drive Extension
Wilmington, NC 28405
Attn: Mr. Dean Hunkele
RE: Fast Track Application Cover Letter
to extend Carolina Water Service's Belvedere Plantation gravity sewer for
The Arias at Songbird Landing
Pender County
Dean,
Please find the attached FTA 04-16 application package which includes all items named
on its first three pages and essentially being: the application, the flow tracking form, some location
maps and historical permitting. The first section of Songbird Landing was permitted as
WQ0040595. It is complete and certified (see attached Final Approval). The second section of
the first phase will be sixty-three lots named The Arias at Songbird Landing. It is to be sewered
from the terminus of Carolina Water Service's collection system at the end of Bluebird Lane in
Belvedere Plantation. Carolina Water Service did not want to permit this section when we
permitted the first because there was no plan to build and they did not want to tie up the plant
capacity. Bill Clark now has this section under contract. The design sewage flow rate is given to
be one hundred and ninety-five gallons per day per three -bedroom home which is considered the
residential equivalent. The project proposes nearly thirty-four hundred feet of gravity eight -inch
sewer main. The system will be constructed to Carolina Water Service specification and conveyed
to them once satisfactorily completed.
Please consider this package complete for permitting. Feel free to contact me in this
regard. Thank you in advance for your attention to this matter.
attachments
Cc Bryce Mendenhall
Danny Lassiter
JHF/if
file: w:\master\pw169\water and sewer\arias\songbird fta cover to ncdeq.doc
107B COMMERCE STREET 102D CINEMA DRIVE
GREENVILLE, NORTH CAROLINA 27858 WILMINGTON, NORTH CAROLINA 28403
252.756.9352 910.815.0775
Fentress JA, P.E.
Engineering, PA
3302C BRIDGES STREET
MOREHEAD CITY, NORTH CAROLINA 28557
252.247.7479

Department
15A NCAC 02T .0300 - FAST TRACK SE
Division of Water Resources FTA 0
State of
of Environinental
Division of Water
R SYSTEM EXTENSION
16 & SUPPORTING DO
orth Carolina
Quality
Resources
APPLICATION
UMENTATION
Application Number: VU 1l 1 (to be
ompleted by DWR)
All items must be coro tleted or the application
'll be returned
I. APPLICANT INFORMATION:
1. Applicant's name: Carolina Water Service Inc of NC (company, municipality,
HOA, utility, etc.)
2. Applicant type: ❑ Individual ® Corporation ❑ General Partnership
p [] Privately -Own
d Public Utility
❑ Federal ❑ State/County ❑ Municipal
❑ Other
3. Signature authority's name: Bryce Mendenhall per I SA NCAC 02T 0106(b)
Title: Vice President of Operations
4. Applicant's mailing address: 4944 Parkway Plaza Blvd Suite 375
City: Charlotte State: NC Zip: 28217-1983
5. Applicant's contact information:
bryce.men 1241l@carols
Phone number: (�) 319-0517 Email Address:--a---"^-•-•-1-----m
awaterservicenc.com
11. PROJECT INFORMATION:
1. Project name: The Arias at Songbird Landing
2. Application/Project status: ® Proposed (New Permit) ❑ Exi
3ting Permit/Project
If a modification, provide the existing permit number: WQ00_ and issue
date: _
If new construction but part of a master plan, provide the existing permit numb
r: WQ00_
3. County where project is located: Pender
4. Approximate Coordinates (Decimal Degrees): Latitude: 34.4050Longitude: -
.6 °
5. Parcel ID (if applicable): 4204-61-4559-0000
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: James H. Fentress Jr License 1,
umber: 20643
Firm: Stroud Engineering P.A.
Mailing address: 102 D Cinema Drive
City: Wilmington State: NC Zip: 28403
Phone number: 910 815-0775 Email Address: •fentres strouden ine
com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Belvedere Plantation WWTP Permit Number:
WO0001664
Owner Name: Carolina Water Service. Inc. of NC
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than
TF):
1. Permit Number(s): WQ Downstream (Receiving) Sewer Size
8 inch
System Wide Collection System Permit Number(s) (if applicable):
-1 l/J
OwnerName(s): Carolina Water Service. Inc. of NC
Qd�d7
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 ❑N/A
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FORM: DEV) been attached?
❑ Yes ❑No ®N/A
3. If the Applicant is a Home/Property Owners' Association, has an Operational Agreement (FORM: FICA) been attached?
❑ Yes ❑No ®N/A
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 Pool/Filter Backwash
❑ Businesses / offices / factories ❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater : 100 % Domestic/Commercial % Commercial
Industrial (See 15A NCAC 02T .0103(20))
"Is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Hasa flow reduction been approved under 15A NCAC 02T .0114(fl? ®Yes ❑ No
➢ If yes, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 021.0114(fB
Daily Design Flow °,b
No. of Units
Flow
3 Bedroom Residence (with flow reduction)
195 gal/day
63
12,285 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gall
GPD
gal/
GPD
Total
12,285 GPD
a See 15A NCAC 02T .0114(b). (d). (e)(1) and (e)(2) for caveats to wastewater design flow rates (i.e., minimum flow per
dwelling; proposed unknown non-residential development uses; public access facilities located near high public use areas;
and residential property located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined
in G.S. 42A-4).
b Per 15A NCAC 02T .0114(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: 12285 GPD (per 15A NCAC 02T .0114)
➢ Do not include future flows or previously permitted allocations
If permitted flow is zero, indicate why:
❑ Pump Station or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line
❑ Flow has already been allocated in Permit Number:
❑ Rehabilitation or replacement of existing sewer with no new flow expected
❑ Other (Explain):
FORM: FTA 04-16 Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
l . Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
8 3350 PVC
➢ Section II & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
➢ Section III 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
Vill. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (Pump Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name
2. Approximate Coordinates (Decimal Degrees): Latitude: Longitude: -
3. Design flow of the pump station: millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): gallons per minute at feet total dynamic head (TDH)
S. 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)_
➢ Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
➢ Must be permanent to facility
Or if the pump station has an average daily flow less than 15,000 gallons per day:
❑ Portable power source with manual activation, quick -connection receptacle and telemetry - 15A NCAC 02T
.0305(h)(1)(C)
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 02T .0305(h)(1)(C):
➢ 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)):
1. Does the project comply with all separations found in 15A NCAC 02T .0305(f) & (g)
➢ 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
24 inches
Water mains vertical -water over sewer including in benched trenches
18 inches
Water mains horizontal
10 feet
Reclaimed water lines vertical - reclaimed over sewer
18 inches
Reclaimed water lines horizontal - reclaimed over sewer
2 feet
**Any private or public water supply source, including any wells, WS-I waters of Class I or
Class 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
10 feet
Any building foundation
5 feet
Any basement
10 feet
Top slope of embankment or cuts of 2 feet or more vertical height
10 feet
Drainage systems 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(f) cannot be achieved.
➢ **Stream classifications can be identified using the Division's NC Surface Water Classifications weboage
➢ If noncompliance with 02T.0305(fl or (g), 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 2B.0202
4. Does the project comply with an individual 404 Permit or any 401 Certifications? ® Yes [—]No
➢ Wetland -related permits shall be requested, obtained, and adhered to for projects that impact wetlands or surface waters
➢ Information can be obtained from the 401 & Buffer Permitting Branch
5. Does project comply with 15A NCAC 02T.0105(c)(6) (additional permits/certifications)? ® Yes ❑ No
Per 15A NCAC 02T.0105(c)(6), directly related environmental permits or certification applications are being prepared, have
been applied for, or have been obtained. Issuance of this permit is contingent on issuance of dependent permits (erosion and
sedimentation control plans, stormwater management plans, etc.).
6. Does this project include any sewer collection lines that are deemed "high -priority?"
Per ISA 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 15A NCAC 02T, the Minimum De i n Criteria for the Permitting of Pump Stations
and Force Mains (latest version) and the Gravity Sewer Minimum Design C iteria latest version as appli able?
® Yes ❑ No
If No, complete and submit the Variance/Altemative Design Request applicati oil (VADC 10-14) and suppot ing documents for
review. Approval of the reonesficremdrod,,.;......„__. _ . . .. _
2. Professional Engineer's Certification:
�« "— `- ., ' attest that t is application for
(Professional Engineer's name from Application Item M 1.
has been reviewed by me and is accurate, complete and consistent with the ' formation supplied in the phns, specifications,
engineering calculations, and all other supporting documentation to the best of my knowledge. I further aft st that to the best
of my knowledge the proposed design has been prepared in accordance ith the applicable regulatior s, Gravity Sewer
Minimum Design Criteria for Gravity Sewers (latest version), and the Minimum Design Criteria for the Fas Track Permitting
of Pump Stations and Force Mains (latest version). Although other professio Is may have developed certE in portions of this
submittal package, inclusion of these materials under my signature and seal igni6es that I have reviewe 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 b guilty of a Class 2 misdernu anor, which may
include a fine not to exceed $10,000, as well as civil penalties up to $25,000 p r violation.
North Carolina Professional Engineer's seal, signature, and date: i�cqROZ/
ESSIpN L'9
'aF SEAL 9�'
i Co101,43, p r'
I
i..__..._._.._..._.....__.._.........._........ ___......._1
3. Applicant's Certification per 15A NCAC 02T .0106(b):
I, J Bryce Mendenhall, VP of Operations attest that thi application for
(Signature Authority's name & title from Application Item I..l
has been reviewed by me and is accurate and complete to the best of my know edge. I understand that if all required parts of
this application are not completed and that if all required supporting documentation and attachments are rot included, this
application package is subject to being returned as incomplete. I understand th at any discharge of wastewat r from this non -
discharge system to surface waters or the land will result in an immediate enfor ement action that may incluc a civil penalties,
injunctive relief, and/or criminal prosecution. 1 will make no claim against the I livision of Water Resources sl ould a condition
of this permit be violated. 1 also understand that if all required parts of this apT lication package are not corm feted and that if
all required supporting information and attachments are not included, this application package will be re ed to me as
incomplete.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.6B, y person who knowingly ekes any false
statement, representation, or certification in any application package shall be uilty of a Class 2 misdernei or, which may
include a fine not to exceed $10,000 as well as civil penalties up to�$25,000 per iolation.
FORM: FTA 04-16
Page 5 of 5

tl F, i�.ini� ,�{ li'a L•r Itr tirn r.4 ��
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: Carolina Water Service, Inc. of NC
Project Name for which flow is being requested: The Arias at Songbird Landing
More than one FTSE map be requiredfor a single prgleet ifYhe owner of the ll'IVTP is rtoi responsible for all pttatp
stations along the route of the proposed wastewater flora.
1. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Belvedere Plantation WWTP
b. WWTP Facility Permit #: W00001664 a W00020510
All flows are in MGD
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the WWTP
c. WWTP facility's actual avg. flow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
It. Percent of permitted flow used
.045
.11 annually
0.012285
.167285
55
11. 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)
Design
Pump
Pump
Average
Approx.
Station
Station
Finn Daily Flow**
Current
(Name or
Permit
Capacity, * (Firm / p0,
Avg. Daily
Number)
No.
MGD MGD
Flow, MOD
3
.105 .047
.03
2
.115 .088
.05
(C)
(D)=(B+C)
(E)=(A-D)
Obligated,
Not Yet
Total Current
Tributary
Flow Plus
Daily Flow,
Obligated
Available
MGD
Flow
Capacity***
0
.03
.017
0
05
.036
* The Firm Capacity (design flow) of any pump station is defined as the maximum pumped flow
that can be achieved with the largest pump taken out of service.
** Design Average Daily Flow is the firm capacity of the pump station divided by a peaking factor
(pf) not less than 2.5, per Section 2.02(A)(4)(c) of the Minimum Design Criteria.
*** A Planning Assessment Addendum shall be attached for each pump station located
between the project connection point and the WWTP where the Available Capacity is < 0.
Downstream Facility Name (Sewer):
Downstream Permit Number:
Belvedere Plantation Collection System
WQCS00331
Page I of 6
FTSE 10-18

III. Certification Statement:
I _Bryce Mendenhall certify to the best of my knowledge that the addition of
the volume ofwastewater—to bepermitted in this project has been evaluated along the route to he receiving
wastewater treatment facility and that the flow from this project is not anticipated to cause my capacity
related sanitary sewer overflows or overburden any downstream pump station en route tote 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 ir accordance
with local established policies and procedures using the best available data. This certificate n applies to
those items listed above in Sections I and 11 plus all attached planning assessment addendum 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 proposed new wastewater.
�__ 07/23/2020
Sig ng QfJi ignature Date
VP of Operations
Title of Signing Official
Page 2 of 6
FTS F: 10-18

�F
Water Resources
ENVIRONMENTAL QUALITY
fti'fr�
Cf
f3r-,ton�
EaCLP
February 22, 2018
Bryce Mendenhall, VP of Operations for NC & TN
Carolina Water Service, Inc. of North Carolina
4944 Parkway Plaza Boulevard, Suite 375
Charlotte, NC 28217
Subject: Adjusted Daily Sewage Flow Rate Approval
Belvedere Plantation (WQ0001664)
Pender County
Dear Mr. Mendenhall:
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
LINDA CULPEPPER
Interim Director
t.. '.« Ic If V E
NAR-3201 0
On December 11, 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 Belvedere Plantation WWTF service area.
In accordance with 15A NCAC 02T .0114(f)(2), the Division has evaluated the request as well as
additional information received on February 2, 2018, and based on the data submitted and the Division
of Water and Infrastructure (DWI) guidance, the Division hereby approves for use by the Belvedere
Plantation WWTF 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 130 gallons per day.
• Each additional bedroom above two bedrooms shall increase the volume by 65 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
Belvedere Plantation collection system (WQCS00331).
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
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 the effluent limits defined in the NPDES Permit for the treatment facility or exceed the capacity
of the sewers downstream of any new sewer extension or service connection(s)
�Nothing Compares`
State of North Carolina I Environmental Quality I Water Resources
1617 Mail Service Center I Raleigh, North Carolina 27699-1617
919-807-6300

Carolina Water Service, Inc., of North Carolina
WQ0001664
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
Christvn.Fe rtenba ugh@ ncden r.gov.
Sincerely,
for Linda Culpepper
Interim Director, Division of Water Resources
by Deborah Gore, Supervisor
Pretreatment, Emergency Response and Collection Systems Branch
Cc: Logan Parsons, E.I., LKC Engineering PLLC (logan0kcengineering.com)
Wilmington Regional Office, Water Quality Regional Operations
Belvedere Plantation WWTF (WQ0001664)
PERCS (electronic copy)
Page 2 of 8

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