WQ0040594_Application (FTSE)_20190218

Program Category
Status Project Type
Non -discharge
In review New Project
Permit T e
yp
version Permit Classification
GravitySewer Extension, Pump Stations, & Pressure Sewer Extensions
A Individual
-
Prima Reviewer
Permit Contact Affiliation
dean.hunkele
Coastal SfR.ule
Permitted Flaw
Facili NameMajor/Minor
Region
Salters Haven at Lea Marina
Minor Wilmington
County
Location A ddress
Pender
Facility Contact Affiliation
Owner
Owner Name Owner Type
Old North State Water Company LLC Non -Government
Owner Affiliation
Michael J. Myers
i
4700 Homewood Ct
DateslEvents Raleigh NC 27609
Scheduled
Orig Issue App Received Draft Initiated Issuance Public notice Issue Effective Expiration
1 /22/2019,
Regulated Ay e
Requested 1R,eceiyed Events
Additional information requested
Additional information received
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ARAMOUNTE
E N C 3 1 M PH I = F 11 I N C3 , I M C.
122 CINEMA DRIVE
W I L M I N G T 0 N, N C 2 8 4 0 3
9 1 0- 7 9 1- 6 7 0 7 ( 0) 9 1 0- 7 9 1- 6 7 6 0 F
T 1P T T 1P 'R n 1P T R A 1V 9 M T T T A T.
To:
NCDEQ
Date
1/22/19
127 N. Cardinal Drive
Wilmington, NC 28405
Re
Salters Haven at Lea Marina
10) 796-7215
Fast Track Sewer
.::
Attn
Dean Hunkele
P rojec t T�Iori,',..-'
16381.PE
fWeare I sending; ing: Originals
Prints
❑ Shop Drawings
0 Calculations
�hefollowing items: 1 R Correspondence
❑ Plans
❑ Specifications
[] Other as listed below
�Quanrity 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
lIssue Status :1 ® For Approval ❑ As Requested ❑ Construction ❑ Bid
❑ For Your Use For Re -view and Comment ❑ Approved as Noted F-1 See Remarks
tim:Take No Exceptions Taken M Make Corrections Noted ❑ Amend & Resubmit
F] Rejected - See Remarks R Approved as SubmittedE] Other
lRemarks:l
Fast Track Sewer Submittal Salt Water Palms
Cc: Signed:
REC EI'VEDUKDENOWR
• JAN 2 2 2919
Water Quality Regional
Operationts Senction
Wilmingtotn' ona! OffiCe
Tim, ChKscales,, PE) PLS
JAN z 2 zats

State of North Carolina
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0300 —FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Dlvision of Water Resources FTA 04-16 &SUPPORTING DOCUMENTATION
Application Number.Wae\ 6 _ (to be completed by DWR)
0
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: Old North State Water Company, LLC (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual Z Corporation [:] General Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ State/County ❑ Municipal D Other
3. Signature authority's name: Michael J. Myers per 15A NCAC 02T .0106(b)
Title: President
4. Applicant's mailing address: 4700 Homewood Court, Suite 108
City: Ralei h State: NC Zip: 27609-
5. Applicant's contact information:
Phone number: Qi2j 235-4900 Email Address: mmyersAenvirolinkinc.com
H. PROJECT INFORMATION:
1. Project name: Salters Haven at Lea Marina
2. Application/Project status: ® 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: 34.3577' Longitude:-77.6920'
5. Parcel ID (if applicable): 3292-44-0015-0000
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Timothy Clinkscales License Number: 028847
Firm: Paramounte Engineering, Inc.
Mailing address: 122 Cinema Drive
City: Wilmin on State: NC Zip: 28403-
Phone number: (910 791-6707 Email Address: tclinkscales(i�paramounte-eng_com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: MyJestic Oaks WWTFPermit Number: W00030088
Owner Name: Old North State Water Company, LLC
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Numbers : W 00399Y ilk A Downstream (Receiving) Sewer Size: 4 inch
(1 ")
System Wide Collection System Permit Number(s) (if applicable): WQCS
Owner Name(s): Old North State Water Company, LLC
FORM: FTA 04-16 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 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: HOA) been attached?
❑ Yes ❑No ®N/A
4. Origin of wastewater: (check all that apply):
❑ Residential Owned ❑ Retail (stores, centers, malls) F� Car wash
® Residential Leased ❑ Retail with food preparation/service ❑ Hotel and/or Motels
❑ School / preschool / day care ❑ Medical / dental / veterinary facilities Z Swimming Pool /Clubhouse
❑ Food and drink facilities El Church ❑ Swinuning 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 aTretreatment Program in effect? ❑ Yes ❑ No
6. Hasa flow reduction been approved under 15A NCAC 02T .0114(f}? ❑ Yes E No
➢ If Yes, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
8.
Establishment Type (see 02T.0114(f})
Daily Design Flow a,b
No. of Units
Flow
Single Family Residences
210 gal/unit
88
18,480 GPD
Clubhouse
5 gal/seat
47
234 GPD
Pool
10 gal/person
72
720 GPD
Marina
30 gal/slip
75
21250 GPD
gal/
GPD
gal/
GPD
Total
2104 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.
Wastewater generated by project: 21,684 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 R03015 & M'C ffiravitv Se e •s
1. Summarize gravity sewer to be permitted:
Size (inches)
i
Length (feet) Material
8-inch
6,400
PVC C900 (DR-18)
8-inch
100
DIP
➢ 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
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: P S 41
2. Approximate Coordinates (Decimal Degrees): Latitude: 34.3 672' Longitude:-77.6972'
3. Design flow of the pump station: 0.074604 millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): 136 gallons per minute at 165 feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches)
Length (feet)
Material
4
6,350
PVC SDR21
77 i ` 3
FEB 1 5 -J[
x f
6. Power reliability in accordance with 15A. NCAC 02T .0305 h 1 :
Z Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .03 05(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
❑ 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

1
IX. SETBACKS & SEPAIIATIONS — (02B .0200 & 15A NCAC 02T .0305(f)):
1. Does the project comply with all separations found in 15A NCAC 02T .0305(f) & (g) ® Yes ❑ No
14 A ATr A r Al r nzns« nnntairno minim»m ePnaratinne that e1ha11 i--nmuMPA fnr (u-wer cvctPmc-
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 buildingfoundation
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() contains alternatives where separations in 02T.0305(f) cannot be achieved.
➢ "Stream classifications can be identified using the Division's NC Surface Water Classifications webpa e_
➢ If noncompliance with 02T.0305(f) or (g) see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) []Yes [:]No El 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? El Yes ❑ No Z N/A
➢ This would include Trout Buffered Streams per 15A NCAC 2B.0202
4. Does the project require coverage/authorization under a 404 Nationwide or ❑ Yes Z No
individual permits or 401 Water Quality Certifications?
➢ Information can be obtained from the 401 & Buffer Permitting Branch
5. Does project comply with 15A NCAC 02T.0105(c)(6) (additional permits/certifications)? Z 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 streambanks that is subject to erosion that undermines or deteriorates the sewer.
E]Yes Z No ❑ N/A
➢ 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 Design Criteria for the Permitting of Pump Stations
and Force Mains (,latest version). and the Gravity Sewer Minimum Design Criteria (latest versions as applicable?
Z Yes [] No
If No, complete and submit the Variance/Alternative Design Request application (VADC 10-14) and supporting documents for
review. Approval of the reguest is re uired rior to submittal of the Fast Track ARBlication and supRorting documents.
2. Professional Engineer's Certification:
1(4 �J_C�
(Professional Engineer's name from Application Item 1I1.1.)
attest that this application for
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans, specifications,
engineering calculations, and all other supporting documentation to the best of my knowledge. I further attest that to the best
of my knowledge the proposed design has been prepared in accordance with the applicable regulations, Gravity Sewer
Minimum Design Criteria for Gravity Sewers (latest version), and the Minimum Design Criteria for the Fast -Track Permitting
of Pump Stations and Force Mains (latest version). Although other professionals may have developed certain portions of this
submittal package, inclusion of these materials under my signature and seal signifies that I have reviewed this material and
have judged it to be consistent with the proposed design.
NOTE — In accordance with General Statutes 1423-215.6A and 143-215.6% 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. ,
r.............................::.::........:..':::...,t.e........................... %
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North Carolina Professional Engineer's seal signature, and date: € `,A
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3. Applicant's Certification per 1 SA NCAC 02T .0106(b):
I� Michael J. Myers,. President 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. I understand that if all required parts of
this application are not completed and that if all rewired supporting documentation and attachments are not included, this
application package is subject to being returned as incomplete. I understand that any discharge of wasteWiter 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 infonnation and attachments are not included, this application package will be returned to me as
incomplete.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed S 10,000 as well as civil penalties up to S25,000 per violation.
���
Signature. J - ` Date: -
FORM: FTA 04-16 Page 5 of 5

State of North Carolina
Departmentof Environmental Quality
Division of water . Resources
�¢ M. Flow Tracking/Acceptance for Sewer Extension Applications
-ot(FTSE 04-16)
Entity Requesting Allocation: Old North State water. Company, LLIC
Project Name for which flow is being requested: Salters :Maven at Lea Marina
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 ivastelvater flow.
1. Complete this section only if you are the owner of the wastewater treatment plant.
a. Facility Name: Majestic Oaks
b. Facility Permit #': _ TQ0030088
All flows are in ,MGD
c. WWTP facility's permitted flow 0.05972 / 0.1500 *Note 1 Next Page
d. Estimated obligated flow not yet tributary to the ViVVTP 0.02562
e. WijTP facility's actual avg. flow 0.02771
f. Total flow for this specific request 0.028404:
g Total actual and obligated flows to the facility 0.081734
h. Percent of permitted flow used 1.34 / 0.545 *Note 1 Next Page
H. 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 •
(A)
(B)
P
(D)=(B+C) (E)=(A-D)
Design
Obligated,
Pump
Average Daily
Approx.
Not Yet
Total Current
Station Firm
Flow**
Current Avg.
Tributary
Flow Plus
(Name or Capacity, *
(Firm / pf),
Daily Flow,
Daily Flow,
Obligated Available
Number) MGD
MGD
MGD
MGD
Flow Capacity***
* 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 (pt) 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): Old North State water Company, LLC
Downstream Permit Number: WQ0030883
Page 1 of 6
FTSE 04-16

III, Certification Statement:
I Michael J. Myers, President 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 identif ed 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.
T
Signing Official Sig
Date
Note 1: The wWTP expansion to 150,000 gallons per day will be submitted for permit by 01/31/2019
Page 2 of 6
FTSE 04-16

SALTERS HAVEN AT LEA MARINA
FENDER COUNTY, NORTH CAROLINA
SANITARY SEWER DESIGN NARRATIVE
Prepared for:
VYLI INVESTMENTS, LLC
60 Gregory Road, Suite 1
Belville, NC 28451
Prepared by:
PARAMOUNTE
a N C31 I N a ;:= f::;.P I N C3 I I N C.
122 Cinema Drive
Wilmington, NC 28403
Project #16381.PE
January 2019
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PROJECT NARRATIVE
The property served by this proposed sewer extension lies off of Factory Road and Forest Sound
Road in Pender County. It is located at 287 Lea Lane.
WLI Investments, LLC desires to install a gravity sewer system and an 136 GPM pump station and
4-inch force main to serve a 310-lot single family subdivision, with it being built in 2 phases. The
proposed wastewater from phase 1 is calculated to be 28,404 GPD, 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). This flow will be collected via both
low pressure forcemain and a gravity sewer system.
Gravity collection sewer lines carry the flow from the property to a centralized location where the
pump starion 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
61500 LF of 8" gravity sewer, this represents all the gravity sewer for phase 1. The operating point
for the pump station will be 136 gym at 165 TDH.
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.

Project Name:
Lea Marina
Client:
D Logan
Project Number:
16381.PE
Prepared By:
CW M
Date:
1/21/ 19
Projected Wastewater, / Water Demands:
PARAMOU'N
N C3 i N M F- R I N C3, i N C
Single Family Lots
Use
Input (# of lots)
Projected Demand
Demand
Lea Marina Residential
88
210
gpd/lot
18,480
Lea Marina Residential - Low Pressure 32 210
gpd/lot
61720
Club House / Marina Area
Use
,input (# of Seats)
Projected Demand
Demand
Club House
47
5
gpd/seat
234
Use
Input (# of Persons)
Projected Demand
Demand
Pool Area
72
1 10
gpd/person
720
Use
Input (# of slips)
Projected Demand
1
Demand
Marina Area
75
30
gpd/slip
21250
gpd
gpd
gpd
gpd
Total Demand 1 28,404-1 gpd

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.
Sincerely,
w
r
Lindsay arden, PE
Engineer
Public Staff — Water Division
North Carolina Utilities Commission
cc: Chief Clerk
Freda Hilburn
Executive Director
Communications
Economic Research
Legal Transportation
733-2435
733-5610
733-2902
733-6110 733-7766
Accounting
Consumer Services
Electric
NaturaldsWater
733-4279
733-9277
733-2267
733- 26 7 4-5610
4326 Mail Service Center • Raleigh, North Carolina 27699-4326 • ax [phone]
An Equal Opportunity / Affirmative Action Employer

g 34°21'27.7"N 77041'31.2"W
Map data ©2019 Google 500 ft
2/18/2019