WQ0040595_Application (FTSE)_20190213

Central Files.- . . . . . . . . . . .
...............
APS SWID
1/23/2
Permit Number W00040595 Permit Tracking Slip
Program Category
Status Project Type
Non -discharge
In review New Project
Permit Type
Version Permit Classification
Gravity Sewer Extension. Pump Stations, & Pressure Sewer Extensions
A Individual
Primary Reviewer
Permit Contact Affiliation
dean.hunkele
...........
Coastal SWRule
Permitted Flow
Facility
Facility Name
Songbird Landing
Location Address
Owner
Major/Minor Region
Minor Wilmington
County
Pender
Facility Contact Affiliation
Owner Name Owner Type
Carolina Water Service Inc of North Carolina Non -Government
Owner Affiliation
Matthew Klein
PO Box 240908
DateslEvents Charlotte NC 28224

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STROUD ENGINEERING P.A.
102-D Cinema Drive
Wilminaton, NC 28403
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ATTENTION
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WE ARE SENDING YOU Attached El Under separate cover via the following items:
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El Shop drawings F-1 Prints El Plans 1-1 Samples El Specifications
El Copy of letter F-1 Change order 0
COPIES
DATE
NO.
DESCRIPTION
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JAN 2
2 2019
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THESE ARE TRANSMITTED as checked below:
NCFor approval El Approved as submitted El Resubmit copies for approval
El For your use El Approved as noted El Submit copies for distribution
0 As requested 0 Returned for corrections El Return corrected prints
El For review and comment ❑
El FORBIDS DUE El PRINTS RETURNED AFTER LOAN TO US
REMARKS
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C 0 PY TO
SIGNED:
If enclosures are not as noted, kindly notify us at once.

STROUD ENGINEERING, P. A.
CONSULTING ENGINEERS
102D CINEMA DRIVE
WILMINGTON, NORTH CAROLINA 28403
WNNV.STROUDENGINEER.COM
LICENSE NO. G0647
January 22, 2019
NCDEQ Division of Water Resources
Water Quality Permitting
127 Cardinal Drive Extension
Wilmington, NC 28405
Attn: Mr. Dean Hunkele
RE: Fast Track Application to extend Carolina Water Service gravity sewer
Belvedere Plantation Songbird Landing Subdivision
Pender County
Dean,
Please find attached the following FTA 04-16 application package which includes all items
named on its first three pages essentially being the application, the flow tracking form, some
location maps and historical permitting in effort of extending gravity sewer mains to provide
service to one hundred and twenty-one lots. The first phase of this subdivision will be fifty-eight
lots named Songbird Landing sewered from the terminus of Carolina Water Service's Belvedere
Plantation collection system between Red Bird Lane and Country Club Drive. The second phase
of the subdivision will be sixty-three lots serviced by the extension of the Forest at Belvedere
system presently terminated at Blue Bird Lane. There has been a recently adjusted daily sewage
flow rate for this entire utility. The design sewage flow rate is now 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 sixty-nine 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
Respectfully,
Ja e . Fentress Jr P.E.
Stroud Engineering, PA
JHF/jf
file: w:\master\pw169\water and sewer\ 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
3302C BRIDGES STREET
MOREHEAD CITY, NORTH CAROLINA 28557
252.247.7479

State of North Carolina
T1 • 2 7 !1 7 • i
Division -of- WaterResources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Wester Resources FTA 04-16 & SUPPORTING DOCUMENTATION
W60"V
Number: to be completed b DWR
Application Nu ( p y )
All items must be completed or the application will 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 ❑ Privately -Owned Public Utility
❑ Federal ❑ State/County ❑ Municipal ❑ Other
3. Signature authority's name: Bryce Mendenhall per 15A 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:
Phone number: [phone] Email Address: Bryce.Mendenhallgcarolinawaterservicenc.com
II. PROJECT INFORMATION:
1. Pro j ect name: SONGBIRD LANDING SUBDIVISION PHASE 1 SECTION 1
2. Application/Project status: Z Proposed (New Permit) ❑ Existing Permit/Project
If a modification, provide the existing permit number: WQ00 and issued date:
If new construction but part of a master plan, provide the existing permit number: WQ00
3. County where project is located: PENDER
4. Approximate Coordinates (Decimal Degrees): Latitude: 34.40363N° Longitude:-77.64811W°
5. Parcel ID (if applicable): 4204-61-5445-0000
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: JAMES H. FENTRESS, JR. PE, PLS License Number: 20643
Firm: S TROUD ENGINEERING, PA
Mailing address: 102-D CINEMA DR.
City: WILMINGTON State: NC Zip: 28403-
Phone number: [phone] Email Address: JFENTRESSgSTROUDENGINEER.COM
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: BELVEDERE PLANTATION WASTEWATER TREATMENT Permit Number: W00001664
Owner Name: CAROLINA WATER SERVICE, INC.
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQ001664 & W00020510 Downstream (Receiving) Sewer Size: 8 inch
System Wide Collection System Permit Number(s) (if applicable): WQCS00331
Owner Name(s): CAROLINA WATER SERVICE, INC.
FORM: FTA 04-16 Page 1 of 5

VI. GENERAL REQUMEMMNTS
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 Ag*'cement FORM: DEV) been attached?
❑ Yes []No ❑N/A
3. If the Applicant is a Home/Pro e Owners` Association has an Operational Agreement FORM: HOA been attached?
❑ Yes ❑No ❑N/A
4. Origin of wastewater: (check all that apply):
M Residential Owned ❑ Retail (stores, centers, malls) ❑ Car wash
❑ Residential Leased ❑ Retail with food preparationlservice ❑ 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( ? 0 Yes El No
➢ If yes, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
8.
Establishment 'Type (see 02T.0114
Daily Design Flow 111b
No. of Units
Flow
Single Family Residence
195 gal/house
58
11,310 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
11)310 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.0114] shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data,
Wastewater generated by project: 11,310 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 1n 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):
1. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
8
2493
PVC
8
642
DIP
e3 V 35
➢ 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
VHI. PUMP STATION DESIGN CRITERIA (If Applicable) -- 02T .0305 & MDC (Pump Stations/Force IVlains}:
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)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches) Length (feet) Material
6. Power reliability in accordance with 15A NCAC 02T .0305(h)(1):
El 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 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
[:1 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 timefiames, 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)):
l . Does the project comply with all separations found in15A NCAC 02T ,0305(f) & (g) Yes ❑ No -
➢ 15A NCAC 02T.0305 contains minimum separations that shall be provided for sewers stems:
w
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.0305W contains alternatives where separations in 02T.0305(f} cannot be achieved.
➢ "Stream classifications can be identified using the Division's NC Surface water Classifications webpage
➢ If noncompliance with 02T.0305(f) or a), 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) {addi#Foal 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 15A NCAC 02T.0402, "high -priority sewer" means "any aerial sewer, sewer contacting surface waters, siphon, or sewer
positioned parallel to stteambanks that is subject to erosion that undermines or deteriorates the sewer,
❑Yes MN6
➢ 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 eveiy 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. CERTWICATIONS:
1. Does the submitted system comply with 15A. NCAC 02T, the Minimum Design Criteria for the Permitting of Pump Stations
and Force Mains (latest version). and the Gravity Sewer Minimum. resign Criteria (latest versions as applicable? �-
0 Yes 0 No
If No, complete and submit the 'Variance/Alternative Design Request application. (VADC 10-14) and supporting documents for
review. Approval of the re nest is re aired rior to submittal of the Fast Track Application and supporting documents.
2. Professional Engineer's Certification:
attest that this application for
(Professional Engineer's name from Application Item III.1.)
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans, specifications,
engineering calculations, and all other supporting documentation to the best of my knowledge. I further attest that to the best
of my knowledge the proposed design has been prepared in accordance with the applicable regulations, Gravity Sewer
Minimum Design Criteria for Gravity Sewers (latest version), and the Minimum Design Criteria for the Fast -Track Permitting
of Pump Stations and Force Mains (latest version). Although other professionals may have developed certain portions of this
submittal package, inclusion of these materials under my signature and seal signifies that I have reviewed this material and
have judged it to be consistent. with the proposed design.
NOTE — In accordance with General Statutes 143 215.6A and 143-215.6B, 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 $25,000 per violation.
...............-............ ....... ........... ............... ......... .........
North Carolina Professional Engineer's seal., signature, and date: ,,���''`°�'�'���►��
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3. Applicant's Certification per 15A NCAC 02T .01o6(b):,,,,,
I, Q. =)Kfftv ID eN L L.- V P of 0 ri a ev L attest that this application for
(Si Lure Authority's name & title from Application Item I.3.)
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 fi om 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 ofthis application package are not completed and that if
all required supporting information and attachments are not included, this application package will be returned to one as
incomplete.
MOTE — In accordance with General Statutes 143-215.6A and 143-2.15.6E, 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 pe alties up to $25,0 per violation.
Signature: Date: ! `7 Z41 VI
FORM: FTA 04-16 Page 5 of 5

State of North Carolina
- De artrnent-of Environmenta T uaIi
f
P tY - - --
Division of Water Resources
D vissio of IrVater Resources Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting Allocation: Carolina Water+Service, Inc. of NC
Project Name for which flow is being requested: Songbird Landing Ph.1 Sect. 1 Subdiv.
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: Belvedere Plantion Wastewater Treatment Plant
b. WWTP Facility Permit #: WQO001664 & WQ0020510
All f lows are is MGD
c. WWTP facility's permitted flow 0.30
d. Estimated obligated flow not yet tributary to the WWTP 0.045
e. WWTP facility's actual avg. flow 0.120 year avg.
f. Total flow for this specific request 0.011310
g. Total actual and obligated flows to the facility 0.17631
h. Percent of permitted flow used 58% (H/C) -
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)
)
(C)
(D)=(B+C)
(E)=(A-D)
Design
Obligated,
Average Daily
Approx.
Not Yet
Total Current
Pump Station
Firm
Flour**
Current
Tributary
Flow Plus
(Name or
Capacity, *
(Firm / pf ,
Avg. Daily
Daily Flow,
Obligated
Available
Number)
MGD
MGD
Flow, MGD
MGD
Flow
Capacity***
WQ001664
0.105
0.047
0.03
0
0.03
0.017
WQ001805 8
0.115
0.088
0.05
0
0.05
0.038
* 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 (pf) not less than 2.5.
*** A Planning Assessment Addendum shall be attached for each pump station located
between the project connection point and the WWTP where the Available Capacity is < 0.
Downstream Facility Name (Sewer): BELV. PLNTN. COLL. SYSTEM
Downstream Permit Number: WQCS00331
Page 1 of 6
FTSE 04-16

-II
I. Certification Statement:
I Bryce Mendenhall 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 II plus all
attached planning assessment addendums for which I am the responsible party. Signature of this
form indicates acceptance of this wastewater flow.
Signig OfficiaSig--nature .Date
Page 2 of 6
FTSE 04-16

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Woter Resources ECICL
ENVIRONMENTAL QUALITY
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_CoaPER_ _
Governor
MICHAEL S. REGAN
Secretary
LINDA CULPEPPER
Interim Director
KAARL
-
3 205'rat!"3
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
exceed 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�sy.
�Norhing Comperes �:,:,�.
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
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
Chris n.Eertenbau h ncdenr. ov.
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 (Iogan@IkcengineeriU&.co.m)
Wilmington Regional Office, Water Quality Regional Operations
Belvedere Plantation WWTF (WQ0001664)
PERCS (electronic copy)
Page 2of8