WQ0040694_Application (FTSE)_20190411

Central Files* APS SWID
3/6/2019
Permit Number WQ0040694
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 SWRulle
Permitted Flow
Facility
Facility Contact Affiliation
Owner Name Owner Type
Brunswick County Government - County
Owner Affiliation
Ann B. Hardy
Dates/Events
PO Box 249
Bolivia
NC 28422024
Scheduled
Orig Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
3/6/2019
Regulated Activities Requested /Received Events
Additional information requested
Additional information received
0 U t fa 11.
Waterbody Name Stream1ndex Number Current Class Subbasin

NORRIS& TUNSTALL
CONSULTING ENGINEERS P.C.
I 1900 Eastwood Rd., Suite #11
Wilmington, NC 28403 1429 Ash -Little River Road
[phone] Ash, NC 28420
[phone] Fax [phone]
[phone] Fax
John S. Tunstall, P.E.
T. Jason Clark, P.E. J. Phillip Norris, P.E.
Thomas J. Scheetz, E.I.
March 5T'—a�
2019
AN"'Nr,� No��
Dean Hunkele MAR 0 g 2019
NCDEQ — Water Quality Division
���u{y'lit�Wilmington Regional Office
szc�
127 Cardinal Drive Extension'
� t �� rY.r i j a •i µ_ ;
Wilmington, NC 28405
Re: GravitySewer Extension nsion Fast -Track Permit Application
kCounty
Brunswick pp
.
Turtle Island Annex at Crow
Creek
N&T Project No. 18030
Dear Mr. Hunkele
Enclosed is the on final application g on form (FTA 04-16), a copy of the Sewer Narrative the on
� ginal
Flow Tracking /Acceptance Form(FTSE 04-16) from Brunswick Count PUtilities,
of the sufficient capacity y Public a copy
p y letter, two (2) 8 % x 11 color USGS Topographic
plans (ledger -size and opographic Maps, two (2) site
) a $480.00 check for the proces
sing sing fee.
Please review. this informatio
n for approval and contact us with an '
may have. Thank f y questions or comments you
y ou or your assistance on this project.
Sincerely,
NORRIS & TUNSTALL
CONSULTING ENGINE
RS, P.C.
Thomas J. heetz E.I.
TJ S/ttw
18030 03-05-19 -s-fast track swr-Itr
Enclosures
cc: Russ Baltzer
NCBELS License C-3641

4 per' ` fF:-
,
State of North Carolina
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Dlvlslon of Water Resources FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number:(AL60 to be com leted b DWRpp( p y )
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: El Individual ❑ Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
El Federal E 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: [phone] Email Address: william.pinnix o,brunswickcoun . nc.gov
II. PROJECT INFORMATION:
1 Project name: Turtle Island Annex
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: Brunswick
4. Approximate Coordinates (Decimal Degrees): Latitude: 33.932176' Longitude:-78.578733'
5. Parcel ID (if applicable): 2250003620
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: J. Phillip Norris, P.E. License Number: 11966
Firm: Norris & Tunstall Consulting Engineers P.C.
Mailing address: 1429 Ash -Little River Road
City: Ash State: NC Zip: 28420-
Phone number: [phone] Email Address: [e-mail]
IV. WASTEWATER TREATMENT FACILI Y (WWTF) INFORMATION:
1. Facility Name: RUP-SmAirk 1 Permit Number: WQgQ Z3fi'13 _
Owner Name: 4Ar ICX (QUalik
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Numbers WO 0 0 190"A Downstream(Receiving) Sewer Size: 8 inch
System Wide Collection System Permit Number(s) (if applicable): WQcs -0 0 z1?4,
Owner Names : !2 Cif 'T
FORM: FTA 04-16 Page 1 of 5

c
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: Dbeen attached?
El Yes E]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) El Car Wash
Residential Leased [I Retail with food preparation/service EJ Hotel and/or Motels
❑ School /preschool /day care El Medical /dental /veterinary facilities ❑Swimming Pool /Clubhouse
❑ Food and drink facilities ❑Church El Swimming Pool/Filter Backwash
❑ Businesses /offices /factories El 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(fl? E Yes ❑ No
➢ If Yes., provide a cony of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(f))
Daily Design Flow ',b
No. of Units
Flow
2 bedroom units
140 gal/unit
72
109080 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
109080 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.
8. Wastewater generated by project: 6,510 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
El Other (Explain):
FORM: FTA 04-16
Page 2 of 5

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VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
8 644 PVC
➢ 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:
2. Approximate Coordinates (Decimal Degrees): Latitude: 0Longitude: - °
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):
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)(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 .03 05 (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.
i
FORM: FTA 04-16 Page 3 of 5
i

. A
IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(f)):
1. Does the project comply with all separations found in 15A NCAC 02T .0305(f) & ® Yes [:]No
15A NCAC O?T 0105(f) rnntninc minimum cPr,nrntinrne +lint cl,all f,,,- clo«,or n�n+ow n•
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 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.0305(g) contains alternatives where separations in 02T.0305(f) cannot be achieved.
➢ "Stream Stream classifications can be identified using the Division's NC Surface Water Classifications webpage
➢ 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 ® 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 15A NCAC 2B.0202
4. Does the project require coverage/authorization under a 404 Nationwide or E]Yes E 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(additional permits/certifications)? E Yes El 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 ❑ 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

1 1 \
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P
A
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?
N 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 supporting documents.
2. Professional Engineer's Certification:
I
attest that this application for
(Professional En ineer's name from Application Item III.1.)
has bee eviewe b me and is ac orate m lete and consistent with
y , p w 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 dai
3. Applicant's Certification per 15A NCAC 02T .0106(b):
i
:...........................
°���i6i e � eds�D�d►
I,\ V �V 0 i , ) PT'A"-� \—,V%) -n-to" � X � -,-b) 6, �.ttest that this anal i ca.ti on for
(Signature Authority's name & title from Application Item I`�_ .
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 143-215.6B, 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.
Signature: �n.. �• Date:
FORM: FTA 04-16 Page 5 of 5

EWER NARRATIVE
TURTLE ISLAND ANNEX
Brunswick County
For
Keye Communitie8, LL .
601 Hills -We give N, 3000
North Myrtle Beach, � 295,32
1 (.843)..1280-2990
1 W �.
w
ft
'ems*
�l
January,2019
Prepared by:
NORRIS & TUNSTALL CONSULTING EN WEER , P.C.

NARRATIVE
SEWED SYSTEK.
This public graviity sewer systemis desiged to ervice 72 two -bedroom residential
units with -a' total flow of 101080 GAD.
ravity sewer line will.be needed to o lete the system.ThiA, total of 644L.F of8l' qC MP e
new s. stem will notnation as wi!! y require a pum it connect into an existing manhole
p
adjacent to the Crow Creek amenity center.
This Will be served by.Brunswick County Pubic utilities,

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2
[A'Asion of vr Q2
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: Brunswick County Public Utilities
Project Name for which flow is being requested: Turtle Island Annex at Crow Creek
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 BRUNSWICK WRF _
b. WWTP Facility Permit #: WQ 0023693
All f lows are in MGD
c. WWTP facility's permitted flow 6.00
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
h. Percent of permitted flow used
0.767
2.998
0.01008
3.78
63.0%
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
Station
(Name or
Number)
Crow
Pump
Station Firm
Permit Capacity,
No. MGD
WQ0019049 0.415
(A)
(B)
(C)
(D)=(B+C)
(E)=(A-D)
Design
Average
Approx.
Obligated,
Daily
Current
Not Yet
Total Current
Flow* *
Avg. Daily
Tributary
Flow Plus
(Firm / p f),
Flow,
Daily Flow,
Obligated
Available
MGD
MGD
MGD
Flow
Capacity* * *
0.167
0_025
0_0500
0_075
n 9M
* 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): Crow Creek Gravity Sewer
Downstream Permit Number: WQ0019049
Page 1 of 6
FTSE 10-18

ITT. Certification Statement:
I Wm.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
pp Y p �
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 Official Signature
Title of Signing Official
3- -201
Dare
Page 2 of 6
FTSE 10-18

G onk,
oogle MapS 33055'55.8"N 78034'43.4"w
Map data @2019 Google 200 ft
3/6/2019