WQ0032171_Application (FTSE)_20210129

Permit Number WQ0032171
Program Category
Non -discharge
Permit Type
Gravity Sewer Extension, Pump Stations, R Pressure Sewer Extensions
Primary Reviewer
dean.hunkele
Coastal SWRule
Permitted Flow
26,750
Facility
Central Files: APS _ SWP
1/8/2021
Permit Tracking Slip
Status Project Type
In review Major modification
Version Permit Classification
C Individual
Permit Contact Affiliation
Facility Name Major/Minor Region
Bella Point Subdivision Sewer Minor Wilmington
Location Address County
Brunswick
Facility Contact Affiliation
Owner
Owner Name Owner Type
Brunswick County Government - County
Owner Affiliation
John Nichols
PE
PO Box 249
Dates/Events Bolivia NC 2842202,
Scheduled
Orig Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
10/5/2007
1/8/2021
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NORMS & TUNSTALL
CONSULTING ENGINEERS P.C.
2602 Iron Gate Dr., Suite 102
Wilmington, NC 28412
[phone]
[phone] Fax
John S. Tunstall, P.E.
T. Jason Clark, P.E.
January 4, 2021
Dean Hunkele
NCDEQ —Water Quality Division
Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, NC 28405
1429 Ash -Little River Road
Ash, NC 28420
[phone]
RECEIVED
[phone] Fax
J. Phillip Norris, P.E.
JAN 0 6 2021
Joseph K. Bland, P.E.
Thomas J. Scheetz, E.I.
NCDEQ
WILMINGTON RO
Re: Gravity Sewer Extension Fast -Track Permit Application
Project: Bella Point
N&T Project No. 20090
Dear Mr. Hunkele,
Enclosed please find a check in the amount of $480.00 (J&S Land Development, LLC Check No.
2038) for the processing fee and the following:
1. Approval letter from Brunswick County Engineering
2. Sewer Narrative
3. Application (FTA 04-16)
4. Flow Tracking / Acceptance Form (FTSE 10-18) from Brunswick County Engineering
5. Two (2) 8 % x 11 color USGS Topographic Maps
6. Two (2) site plans (ledger size)
Please review this information for approval and contact us with any questions or comments you
may have. Thank you for your assistance on this project.
Sincerely,
NORRIS & TUNSTALL
CONSULTING ENGINEERS, P.C.
Thomas J. Scheetz, E.I.
TJS/ttw
Enclosures
cc: Steve Shuttleworth
20090 01-04-21 -s-fast track swr-Itr
NCBELS License C-3641

SEWER NARRATIVE
Bella Point Subdivision
Brunswick County, North Carolina
For
J&S Land Development, LLC
8630 River Road
Wilmington, NC 28412
[phone]
✓� 'ENGINE
sEpH„K.
January 2021
Prepared by:
NORRIS & TUNSTALL CONSULTING ENGINEERS, P.C.
1429 Ash -Little River Road
Ash, North Carolina 28420
[phone]
[phone] (Fax)
License # C-3641
N&T Project No. 20090

NARRATIVE
SEWER SYSTEM:
This public sewer system is currently permitted under WQ0033939 and
WQ0032171 MOD. The first includes 20 3-bedroom single family units on simplex grinder
pump stations that feed into a gravity sewer system. The second includes 125 3-bedroom
single family units which feed into a gravity sewer system. Both systems lead to a 80-gpm
pump station and a 4-inch force main that connects to the existing Brunswick County
sewer force main along Sunset Harbor Rd.
This modification proposes 10 additional 3-bedroom single family units on WQ0033939
and 38 additional 3-bedroom single family units on WQ0032171MOD. The flow increase
is as follows: 2,100 GPD (ASEA WQ0033939) and 7,980 GPD (FTA WQ0032171MOD).
The line lengths and sizes have not changed.
The sewer system will be owned and maintained by Brunswick County Public Utilities.

DWR
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:
(to be completed by DWR) Nf am
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: Brunswick County (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership
❑Privately-Owned Public Utility
❑ Federal N State/County ❑ Municipal ❑ Other
3. Signature authority's name: William Pinnix per 15A NCAC 02T .0106(b)
Title: Director of Engineering
4. Applicant's mailing address: P.O. Box 249
City: Bolivia State: NC Zip: 28422-_
5. Applicant's contact information:
Phone number: (QIO) 253-2408 Email Address: william.pinnix(albrunswickcoun c eov
II. PROJECT INFORMATION:
1. Project name: Bella Point
2. Application/Project status: ❑ Proposed (New Permit) N Existing Permit/Project
If a modification, provide the existing permit number: WQ0032171 and issued date: 08/13/19
If new construction but part of a master plan, provide the existing permit number: W000_
3. County where project is located: Brunswick
4. Approximate Coordinates (Decimal Degrees): Latitude: 33.979458' Longitude: - 93579'
5. Parcel ID (if applicable): 2020000103
(or Parcel ID to closest downstream sewer)
1I1. CONSULTANT INFORMATION:
1. Professional Engineer: J. Phillip Norris. P.E. License Number: 11966
Firm: Norris & Tunstall Consulting En fineers P.C.
Mailing address: 1429 Ash -Little River Rd
City: Ash State: NC Zip: 28420-_
Phone number: 910 287-5900 Email Address: no orrisna.ntencineers com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
Facility Name: West Brunswick Regional WRF Permit Number: W00023693
Owner Name: Brunswick County
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQW00030274 (Mill Creek Cove PS & FM)
System Wide Collection System Permit Number(s) (if applicable): WQCS00284
Owner Name(s): Brunswick County
FORM: FTA 04-16 Pagel 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 Operational Agreement (FORM: HOAI 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 0 % Commercial
0 %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(f)? ®Yes ❑ No
➢ If yes, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(f))
Daily Design Flow '^
No. of Units
Flow
3 Bedroom Single Family Residential
210 gal/day
38
7,980 GPD
gal/
GPD
gal/
GPD
gall
GPD
gal/
GPD
gal/
GPD
Total
7,980 GPD
a See 15A NCAC 02T .01 14(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.
8. Wastewater generated by project: 7 980 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): 26,750 GPD allocated previously in W00032171 & 4,200 GPD allocated previously in W00033939
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 pennitted:
Size (inches) Length (feet) Material
➢ Section II & 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 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: Bella Point PS
2. Approximate Coordinates (Decimal Degrees): Latitude: 33.972769' Longitude:-78.194749°
3. Design flow of the pump station: 0,04103 millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): 80 gallons per minute at 205 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):
® 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 primp, 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 & ISA NCAC 02T.0305(f)):
1. Does the project comply with all separations found in 15A NCAC 02T.0305(f) & (e) ® Yes ❑ No
➢ 15A NCAC 02T.0305(f) contains minimum senarations that shall he provided for sewer syste.ms-
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 Il 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 sloe 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 prade vertical
36 inches
➢ I SA NCAC 02T.0305(a) contains alternatives where separations in 02T.0305(f) cannot be achieved.
➢ **Stream classifications can be identified using the Division's NC Surface Water Classifications weboaee
➢ If noncompliance with 02T.0305(f) or (e). 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? N In ❑ 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 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 ® 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 Design Criteria for the Permitting of Pump Stations
and Force Mains (latest 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 reauest is required prior to submittal of the Fast Track Application and surmortins documents
2. Professional Engineer's Certification:: 9 I, -�Uh(1 `\%P NACC 15 P L attest that this application for
(Professional Engi eer'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 143-215.613, 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: "'' CA n^
M
3. Applicant's Certification per 15A NCAC 02T .0106(b):
' 11 ce
FNGINti
I, W M L� 1 /� /� I I( )� �11 Ql° tfiT�Z /fl� n t4%t- �1� attest that this application for
(Signature Authority's e & title from Applicatio ern 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. 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 143-215.66 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.
Signature: `�tl� � �t Date: 12-31`7.1,pza
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
JT 200 q DI F7A- (FTSE 10-18)
Entity Requesting Allocation: Brunswick County
Project Name for which flow is being requested: Bella Point Flow Increase (FTA)
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: WEST BRUNS WICK
b. WWTP Facility Permit #: _ WQ 0023693
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the WWTP
e. 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
All flows are in MGD
6.000
0,122
3.507
0.00798
3.640
60.6%
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)
(B)
(C) (D)=(B+C) (E)=(A-D)
Design
Obligated,
Pump
Pump
Average
Approx.
Not Yet Total Current
Station
Station
Firm Daily Flow**
Current
Tributary Flow Plus
(Name or
Permit
Capacity, * (Firm / pf),
Avg. Daily
Daily Flow, Obligated Available
Number)
No.
MGD MGD
Flow, MGD
MGD Flow Capacity***
* 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): Mill Creek Cove Force Main on SSH Rd
Downstream Permit Number: WQ0030274
Page 1 of 6
rTe F: 1 n_ i Q

III. Certification Statement:
I William L. Pinnix, P.E. 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.
Official Signature
—? LTa% G F
Title of Signing Official
1L • 12-31- 20;1,U
Date
Page 2 of 6
r.Te L' 1A-IQ