WQ0040594_Application (FTSE)_20200325

Permit Number WQ0040594
Program Category
Non -discharge
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
dean.hunkele
Coastal SWRule
Permitted Flow
21,864
Facility
Central Files: APS _ SWP _
3/3/2020
Permit Tracking Slip
Status
Project Type
In review
Major modification
Version
Permit Classification
B
Individual
Permit Contact Affiliation
Facility Name Major/Minor Region
Salters Haven at Lea Marina Minor Wilmington
Location Address County
Ponder
Owner
Owner Name
Old North State Water Company LLC
Dates/Events
Facility Contact Affiliation
Owner Type
Non -Government
Owner Affiliation
Michael J. Myers
4700 Homewood Ct
Raleigh NC 27609
Scheduled
Orig Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
2/18/2019 3/2/2020
..,. =.

DARAMOUNTE�
E N G I N E E R I N G, I N C.
1 2 2 CINEMA DRIVE
W I L M I N G T O N, NC 2 8 4 0 3 i
9 1 0- 7 9 1- 6 7 0 7( O) 9 1 0- 7 9 1- 6 7 6 0 ( F)
L E T T E R O F T R A N S M I T T A I.
9Z:CEA..
PAR 0 2 2o20
To:
NCDEQ
Date
1 3/2/20
127 N. Cardinal Drive
Wilmington, NC 28405
Re:
Salters Haven at Lea Marina Ph 2
910 796-7215
1
Fast Track Sewer
Attn:
Dean Hunkele
Proiect No.
I 16381.PE
e are sendin
® Originals
® Prints
❑ Shop Drawings
❑ Calculations
❑ Correspondence
❑ Plans
❑ Specifications
❑ Other as fisted below
he followin items:
Quantity
Date
Dwg. No.
Description
2
Fast Track Sewer Permit FTA 04-16
2
Flow Tracking/Acceptance Sewer Extension Application FTSE 04-16
1
Sanitary Sewer Narrative including vicinity map and USGS Map
1
$480 check
Issue Status: ® For Approval ❑ As Requested ❑ Construction ❑ Bid
❑ For Your Use ® For Review and Comment ❑ Approved as Noted ❑ See Remarks
coon Taken: ❑ No Exceptions Taken ❑ Make Corrections Noted ❑ Amend & Resubmit
❑ Rejected - See Remarks ❑ Approved as Submitted ❑ Other
Rematks:
Fast Track Sewer Submittal Salters Haven Ph2
Cc:
Signed:
1'E, F LS
RECEIVED/NCDENR/DWR
MAR 0 2 2020
Water Quality Regional
Wil o
Operations Section
Regional Office

0
R.
Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0300 - FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number:
(m be completed by DWR)
All items must be completed or the application will be returned
1. APPLICANT INFORMATION:
1. Applicant's name: Old North State Water Company. LLC (company, municipality, HOA, utility, etc.)
2. Applicant Type: ❑ Individual ® Corporation ❑ General Partnership
El Privately -Owned Public Utility
❑ Federal ❑ State/County ❑ Municipal ❑ Other
3. Signature authority's name: Lee Bowman per 15A NCAC 02T .0106(b)
Title: Delegated Authority
4. Applicant's mailing address: 4700 Homewood Court, Suite 108
City: Raleigh State: NC Zip: 27609-_
5. Applicant's contact information:
Phone number: [phone] Email Address:
It. PROJECT INFORMATION: lbowmanpenvirolinkine.com
1. Project name: Salters Haven at Lea Marina Phase 2 W a66
2. Application/Project status: Cb<Posed (New Permit) /� XExisting Pennit/Project p q
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_ �~Y
3. County where project is located: Pender
4. Approximate Coordinates (Decimal Degrees): Latitude: 34.3577' Longitude:-77.6920'
5. Parcel ID (if applicable): 329244-0015-0000
(or Parcel ID to closest downstream sewer)
Ill. CONSULTANT INFORMATION:
1. Professional Engineer: Timothy Clinkscales
Firm: Paramounte Engineering, Inc.
License Number: 028847
Mailing address: 122 Cinema Drive
City: Wilmington State: NC Zip: 28403-
Phone number: [phone] Email Address: tclinkscales(dlparantounte-ene.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Majestic Oaks W WTFPermit Number: W00030088
Owner Name: Old North State Water Company, LLC
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): W0003992 Downstream (Receiving) Sewer Size: 4 inch
System Wide Collection System Permit Number(s)(if applicable):WQCS_
Owner Name(s): Old North State Water Company, LLC
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: DEVI been attached?
❑ Yes []No ®N/A
3. If the Applicant is a Home,'Property Owners' Association, has an Onerational Agreement (FORK HOA) 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. Has a flow reduction been approved under 15A NCAC 02T 0114(f)? ❑ Yes ® No
If yes, provide a cony of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.01140
Daily Design Flow "^
No. of Units
Flow
Single Fancily Residences
210 gal/unit
189
39,690 GPD
gal/seat
GPD
gal/person
GPD
gal/slip
GPD
gal/
GPD
gal/
GPD
Total
39,690 GPD
a See 15A NCAC 02T .01141bL WL (e)(I) 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.4 ).
b Per 15A NCAC 02T .0I14(c), design flow rates for establishments not identified [in table IM 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: 39690 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):
1. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
8-inch
9,250
PVC C900 (DR-18)
8-inch
220
DIP
Section II & Ili 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
VIII. 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)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches) Length (feet) Material
6. Power reliability in accordance with 15ANCAC 02T.0305(h)il):
❑ Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .0305(h)(1)(B):
Y 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
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(t) & (e) ® Yes ❑ No
> 15A NCAC 02T.0305(t) contains minimum separations that shall be provided for sewer systems:
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 11 impounded reservoirs used as a source of drinking water
100 feet
"Waters classified WS (except WS-t or WS-V), B, SA, ORW, HOW, 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(u) contains alternatives where separations in 02T.0305(0 cannot be achieved.
> "Stream classifications can be identified using the Division's NC Surface Water Classifications webnaee
> If noncompliance with 02T.0305(l) or (e). see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ®Yes ❑ No ❑ N/A
> 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 setbacks found in the river basin rules per 15A NCAC 02B .0200? ❑ Yes ❑ No ® N/A
> This would include Trout Buffered Streams per ISA NCAC 213.0202
4. Does the project require coverage/authorization under a 404 Nationwide or ❑ Yes ® No
individual permits or 401 Water Quality Certifications?
> information can be obtained from the 401 & Buffer Permittine Branch
5. Does project comply with 15A NCAC 02T.0I05(c1IG) (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 I5A 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 ❑ N/A
i 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:
I. Does the submitted system comply with 15A NCAC 02T. the Minimum Design Criteria for the Permittiniz of Pumo Stations
and Force Mains (latest versionl. and the Gravity Sewer Minimum Design Criteria (latest version) as applicable?
® Yes ❑ No
If No, complete and submit the Variance/Altemative Design Request application (VADC 10-14) and supporting documents for
review, Approval of the request is required prior to submittal of the Fast Track Application and supporting documents.
2. Professional Engineer's
(✓I
(Professional Engineer's name from Application Item 111.1.)
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. 1 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 143-215.613, 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 S 10,000, as well as civil penalties up to S25,000 per violation.
CA
North Carolina Professional Engineer's seal, signature, and date: AN
h "SEAL r t�
I -•s t. I2gjs47 u�.t
I � �'D •. �vG.NE�P.•Ce3' 1
___
3. Applicant's Certification per 15A NCAC 02T .0106(b):
1, LEE BOWMAN Delegated Authority
attest that this application for
(Signature Authority's name & title from Application Item 1.3.)
has been reviewed by me and is accurate and complete to the best of my knowledge. 1 understand that if all required parts of
this application are not completed and that if all required supporting documentation and attachments are not included, this
application package is subject to being retumed 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 143-215.613, 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 S 10,000 as well as civil penalties up to S25,000 per violation.
Signature: ze__ At ✓ Date: t� (� (I�; 6-
FORM: FTA 04.16 Page 5 of 5

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: Old North State Water Company, LLC
Project Name for which flow is being requested: Salters Haven at Lea Marina Phase 2
More than one FTSE maybe 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: Majestic Oak WWTP
b. WWTP Facility Permit #: WQ0030088
All flows are in MGD
c. WWTP facility's permitted flow 0.05972/0.15000 *See Note
d. Estimated obligated flow not yet tributary to the
e. WWTP facility's actual avg. flow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
WWTP 0.04940
0.02700
0.03969
0.11609
194%/77% *See Note
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
Pump
Station
Station
(Name or
Permit
Number)
No.
(A)
(B)
Design
Average
Approx.
Daily
Current
Finn Flow**
Avg. Daily
Capacity, * (Finn / pf),
Flow,
MGD MGD
MGD
(C)
(D)=(B+C) (E)=(A-D)
Obligated,
Not Yet
Total Current
Tributary
Flow Plus
Daily Flow,
Obligated Available
MGD
Flow Capacity***
Salter PS WQ0040594 0.1958 0.0783 0.0000 0.0614 0.0614 0.0169
* 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): Salters Haven at Lea Marina Phase 1
Downstream Permit Number: WQ0040546
Page 1 of 6
FTSE 10-18

III. Certification Statement:
I Lee Bowman, Delegated Authority 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 certifies that the receiving collection system or treatment
works has adequate capacity to transport and treat the proposed new wastewater.
Signing
Title
� - N'2 II '
1 v� O
Date
Page 2 of 6
FTSE 10-18

Note from page 1 of FTSE
The expansion of the plant has been in design and is expected to be submitted for permitting by
April 2020. This project is planned to add capacity at the wastewater treatment plant and
associated disposal sites.
Upon receipt of the permits, the construction of the plant expansion —to full build -out capacity —
will commence and is anticipated to be done by early 2021. The installation of the on -site
disposal sites will occur in phases with the first phase being on the existing property of Old
North State Water Company. The subsequent phases will occur ahead of the activation of the
obligated, not yet tributary flows caused by house construction and would be on common
property within the current development and future developments.

SALTERS HAVEN AT LEA MARINA PHASE 2
PENDER COUNTY, NORTH CAROLINA
SANITARY SEWER DESIGN NARRATIVE
Prepared for:
WLI INVESTMENTS, LLC
60 Gregory Road, Suite 1
Belville, NC 28451
Prepared by:
p,ARAMOUNTE
E N O I N E E R I N p. 1 N C.
122 Cinema Drive
Wilmington, NC 28403
Project k16381.PE
January 2020

PROJECT NARRATIVE
The property served by this proposed sewer extension fies off of Factory Road and Forest Sound
Road in Pender County. It is located at 287 Lea Lane.
WLI Investments, LLC desires to construct the phase 2 portion of the project. Phase 2 will tie into
existing manholes within Phase 1 that drain to the previously permitted pump station. The
proposed wastewater from phase 2 is calculated to be 39,690 GPD (189 lots), be ultimately
collected and carried to the proposed new pump station on the property, where it will then be
pumped to the existing Majestic Oaks plant across Factory Road at the current Old North State
Utilities treatment facility (WQ0030088 — Old North State Water Company, LLC).
Gravity collection sewer fines carry the flow from the property to a centralized location where the
pump station is sited and designed per NCAC Title 15A.2T.0100 - .1600. The gravity collection
system is to be owned by Old North State Water Company, LLC. For the permit, it will consist of
9,470 LF of 8" gravity sewer, th s represents all the gravity sewer for phase 2.
The project contains gravity lines and manholes which are within 50' of wetlands. The plans require
and show pipe materials and testing to meet watermain standards and for manholes to be fully lined
with waterproof material and vacuum tested for these sections.

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NORTH CAROLINA
PUBLIC STAFF
UTILITIES COMMISSION
January 7, 2019
Mr. Michael Myers
Old North State Water Company, LLC
4700 Homewood Court, Suite 108
Raleigh, NC 27609
RE: Old North State Water Company, LLC
Docket No. W-1300, Sub 56
Notification of Intention to Begin Operations in Area Contiguous to Present
Service Area — Salter's Haven at Lea Marina Subdivision, Pender County
TO WHOM IT MAY CONCERN:
The North Carolina Utilities Commission has received a Notification of Intention
to Begin Operations in Area Contiguous to Present Service Area to provide sewer utility
service in Salter's Haven at Lea Marina Subdivision in Pender County, North Carolina.
The service area is contiguous to Old North State Water Company's Majestic Oaks
service area. The Public Staff anticipates that approval will be granted upon
investigation and review of the submitted notification.
Please feel free to call if you have any questions or if I can be of further
assistance.
cc: Chief Clerk
Freda Hilburn
Executive Director
733-2435
Accounting
733-4279
Communications
733.5610
Consumer Services
733-9277
Sincerely,
Lindsay . arden, PE
Engineer
Public Staff —Water Division
North Carolina Utilities Commission
Economic Research
733.2902
Electric
733-2267
4326 Mail Service Center • Raleigh, North Carolina 27699.4326
An Equal Opportunity I Affirmative Action Emp
Legal Transportation
733-6110 733-7766
latural as Water
733- 26 -5� 610
ax [phone] �