WQ0040594_Application (FTSE)_20210126

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
61,554
Facility
Central Files: APS _ SWP
1/21/2021
Permit Tracking Slip
Status
Project Type
In review
Major modification
Version
Permit Classification
C
Individual
Permit Contact Affiliation
Facility Name Major/Minor Region
Salters Haven at Lea Marina Minor Wilmington
Location Address County
Pander
Facility Contact Affiliation
Owner
Owner Name
Old North State Water Company LLC
Dates/Events
Owner Type
Non -Government
Owner Affiliation
John L. McDonald
PO Box 10127
Birmingham AL 3520201:
Scheduled Iw-st
Orig Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
2/18/2019 1 /11 /2021

PARAMOUNTE
E N G I N E E Ft I N G. I N C.
1 2 2 CINEMA DRIVE
W I L M I N G T O N, N C 2 8 4 0 3
9 1 0- 7 9 1- 6 7 0 7( O) 9 1 0- 7 9 1- 6 7 6 0 ( F)
I. F. T T F. R O F T R A N S M i T T A i.
JAN 11 2021
To:
NCDEQ
Date
1/9/21
127 N. Cardinal Drive
Wilmington, NC 28405
Re:
Salters Haven at Lea Marina Ph 2 Mod
910 796-7215
Fast Track Sewer
Ann:
Dean Hunkele
Project No.
I 16381.PE
e are sendin
N Originals
N Prints
❑ Shop Drawings
❑ Calculations
❑ Correspondence
❑ Plans
❑ Specifications
❑ Other as listed below
he following items:
Quantity
Date
Dwg. No.
Description
2
Fast Track Sewer Permit FTA 04-16
1
Sanitary Sewer Narrative
1
Reference Data
1
Updated Sewer Certification
1
$480 check
saue Status: N For Approval ❑ As Requested ❑ Construction ❑ Bid
❑ For Your Use N For Review and Comment ❑ Approved as Noted ❑ See Remarks
ction Taken: ❑ No Exceptions Taken ❑ Make Corrections Noted ❑ Amend & Resubmit
❑ Rejected - See Remarks ❑ Approved as Submitted ❑ Other
Remarks:
Cc:
Enclosed is modification and updated certification for Salters Haven Ph2
Signed:
Clinkscales, PE, PIS

State of North Carolina
DW R Department of Environmental Quality
Division of Water Resources
15A NCAC 02T.0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number. -_ (to be emnpko,d by DWRI
All items must be completed or the application will be returned
1. APPLICANT INFORMATION:
I. .Applicant's name: Old North State Water Company, LLC (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: John McDonald per 15A NCAC 02T .010&(W
Title: President
4. Applicant's mailing address: 4700 Homewood Coun, Suite 108
City: Raleigh State: NC Zip: 27609-
5. Applicant's contact information:
Phone number. [phone] Email Address: jncdon2lJ ti?inte rawat_er.com
It. PROJECT INFORMATION:
I. Project name: Salters Haven at Lea Marina Phase 2
2. Application/Project status: ❑ Proposed (New Permit) ® Existing Permit/Projec
If a modification, provide the existing permit number W00040594 and issued date: 3/25/2U
If new construction but part of a master plan, provide the existing permit number: W000
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:
I. Professional Engineer: Timothy Clinkscales License Number: 028847
Firm: Parantounte Engineering, Inc.
Mailing address: 122 Cinema Drive
City: Wilmington State: NC Zip: 28403
Phone number: [phone] Email Address: tclinkscales(ebparamounte-ene.cont
IV, WASTEWATER TREA'I'MENr FACILITY (WWTF) INFORMATION:
L Facility Name: Majestic Oaks W W FPPermit Number: \V00030088
Owner Name: Old North Slate Water Company, 1 I-C
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF'):
1. Permit NLnllber(S): W00040594 Downstream (Receiving) Sewer Size: 8 inch
System \Vide Collection System I'ennit Numberlsl (j(aonljcablel: WQC'S_
Owner Name(s): Old North Slate Water Company LLC
FORM: FTA 04-16 Page I of 5

VI
GENERAL REQUIREMENTS
I. 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 1 been attached?
❑ Yes []No ®N/A
3. If the Applicant is a I lome/Property Owners' Association, has an Operational Aercement (FORM: 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 i dental I 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% DomesticrCommnercial _%Commercial
_I % Industrial (See 15A NCAC 02T .0103(20))
`--->•Is there a Pretreatment Program in effect? [_]Yes ❑ No
6. I las a flow reduction been approved under ISA 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.0114a
Daily Design Flow' ^
No. of Units
Flow
Single Family Residences
210 gal/unil
189
GPD
gal/seat
GPD
gal/person
GPD
gal/slip
GPD
gal/
GPD
gal/
GPD
/oral
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 (he Atlantic Intracoastal Waterway to be used as vacation rentals as defined
in G.S._42A-4).
b Per I5A NCAC 02T .01 W(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: _ GPD (per 15A NCAC' 021' 0114)
Do not include future flows or previously permitted allocations
If permitted flow is zero, indicate why:
❑ Pump Station or Gravity Sewer where [low will be penuiued 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): Update to Length _o_f Gravity Main
FORM: F'I'A 04-16 Page 2 of 5

VII. GRAVITYSEWER DESIGN CRITERIA(If Applicable)-02'1'.0305& NIDC(Gravily Sewers):
I. Summarize gravity sewer to be pertained:
Size (inches)
Length (feet)
Material
8-inch
8.109
PVC C900 (DR-18)
8-inch
180
DIP
v Section 11 & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
Y Section III contains information related to minimum slopes for gravity sewer(s)
)- Oversizing lines to meet minimum slope requirement is not allowed nod a violation of the MDC
Vlll. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (Puma Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN TIIIS PROJECI'
I. 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 punnp(s): gallons per minute at feet total dynamic head (TDH)
5. Summarize the force main to be pennitted (for this Pump Station):
Size (inches) Length (feet) Material
6. Power reliability in accordance with 15A NCAC 021'.0305(h)(1):
❑ Standby power source or pump with automatic activation and telemetry - ISA NCAC 02T .0305(h)(I )(B):
i Required for all pump stations with an average daily Row 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 Row less than 15.000 gallons per day:
❑ Portable power source with manual activation, quick -connection receptacle and telemetry - 15.A NCAC 02T
.0305(h)( I )(C)
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 02T .0305(h)(1)(C):
:- It shall he 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: P'I'A 04-I6 Page 3 of 5

Ix. SETBACKS &SEPARATIONS —(02B.0200 &I SA NCAC 02T.0305(0):
1. Does the project comply with all separations found in 15A NCAC 021-.0305f p & (e) M Yes ❑ No
1, 15A NCAC 021'.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 feel
**Any private or public water supply source, including any wells, WS-1 waters of Class I or
Class II impounded reservoirs used as a source of drinking water
100 feet
**Waters classified WS (except WS-1 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
1 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(e) contains alternatives where separations in 02T.0305(fl cannot be achieved.
**Stream classifications can be identified using the Division's NC Surface Water Classifications weboaec
If noncompliance with 02T 0305fO or (e). see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) M Yes ❑ No ❑ N/A
:- See the Division's draft separation requirements for situations where separation cannot be meet
i No variance is required if the alternative design criteria specified is utilized in design and construction
i 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 M N/A
This would include 'form Buffered Streams per 15A NCAC 213.0202
4. Does the project require coverage/authorization under a 404 Nationwide or ❑ Yes M No
individual permits or 401 Water Quality Certifications?
Information can be obtained from the 401 & Buffer Pennitting Branch
5. Does project comply with 15A NCAC 02T.0I 05(c)(6) (additional permits,/certifications)? M Yes ❑ No
per 15A NCAC 02T.O105(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, stonrnwater 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.
❑ Yes M No ❑ MA
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: PTA 04-16 Page 4 of 5

X. CERTIFICATIONS:
I. Does the submitted system comply with ISA NCAC 02T, the Minimum Design Criteria for the Permitting of Pump Stations
and Force Mains flatest version) and the Gravity Sewer Minimum Design Criteria (latest version) as applicable?
® Yes ❑ No
If No, complete and submit the Variance/Alternative 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 su000rtina documents
2. Professional
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. 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 143-215.613, 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 $10,000, as well as civil penalties up to $25,000 per violation.
North Carolina Professional Engineer's seal, signature, and date: N CA
SEAL r;Y
lk�o /
• C L I tV-.•a"
3. Applicant's Certification per 15A NCAC 02T .0106(b):
JOHN nCDONALD 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 required supporting documentation and attachments are not included, this
application package is subject to being returned as incomplete. I understand that any discharge of wastewater from this non -
discharge system to surface waters or the land will result in an immediate enforcement action that may include civil penalties,
injunctive relief, and/or criminal prosecution. 1 will make no claim against the Division of Water Resources should a condition
of this permit be violated. 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 143-2156AA 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 tine not to exceed S10,000 as well as civil penalties up to S25,000 per violation.
Signature: Date: �r
FORM: FTA 04-16 Page 5 of 5

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.
The approved permit (WQ0040594 Mod) is being modified because of a typo in the original permit.
The length of gravity sewer is actually 8,289 LF instead of the 9,470 LF shown in the permit. All
other items in the permit is the same.

J
`y
;pa y��,� N/ ,/ 0
Q.pO��Ef
s�so
O'a
P,FO N
G� . n .P
uCVS
Pharmacy I Photo
f
.. , • `,a
,
Dolphin � • _
zampsteadFactory
�` 4
Rd
Family Dollar Store
Feature I
••• Lion
v Uj
i aHampstead
''to
!f•
c
i
tory Rd Ceao
.
CQ0
Holy Trinity Episcopal
°�
a�
a.
a°
arP(SpI
p O G
o ° S •,
FR
of
O�N\o°kO�
O' t, 01
° 1P/I.
Pi
�P
F
O
i
..
Oak Or -
-, f
d m
oogle Earth
���
= N
;
,ZGP _._
'
4000 ft