WQ0040772_Application (FTSE)_20190514

Central Files- APS SVVP
4/8/2019
Permit Wim-beir WQ0040772 Permit Tracking Slip
Program Category Status Project Type
Non -discharge In review New Project
Permit Type
Gravity Sewer Extension, Pump Stations; & Pressure Sewer Extensions
Primary Reviewer
dean.hunkele
Coastal SWRule
Permitted Flow
Facilftv
Facility Name
Autumn Trail Townhomes
Location Address
Owner
Owner Name
Brunswick County
DaiteslEvents
Version Permit Classification
A Individual
Permit Contact Affiliation
Major/Minor Region
Minor Wilmington
Facility Contact Affiliation
Owner Type
Government - County
Owner Affiliation
Ann B. Hardy
PO Box 249
Bolivia
County
Brunswick
NC 28422024
Scheduled
Orig Issue App Received Draft Initi6ted Issuance Public Notice Issue Effective Expiration
4/1/2019
Regulated Activifie's Requested /Received F.v-an'LS'
Additional information requested

- i
TTNQ'.PA CO
ft
SIJL
7332 Cotesworth Drive
' Wilmington, NC 28405
[phone]
PLANNING - ENGINEERING - PROJECT MANAGEMENT
March 29, 2019
NCDEQ-WQS
Mr. Dean Hunkele
127 Cardinal Drive Ext.
Wilmington, NC 28405
RE: Fast Track Sewer Application
Autumn Trail Townhomes
676 Southport -Supply Road SE
Bolivia, NC 28422
Dear Mr. Hunklele,
� m p
R-a
�H�
APR 01 2019
Water Quality Regional
01
Attached with this letter is an application for a sewer system extension
proposed for Brunswick County. Listed below is a summary of submitted
documents and a brief description of the proposed project.
Project Summary
Atrium Homes is proposing the construction of 74 - three bedroom
townhouses to be located on a tract of land located at the address listed
above. The sewage generated by the town homes will be collected via an
8" collection system made up of 1853 LF of SDR 35 pipe. The sewage will be
conveyed to a new 8' diameter pump station constructed to Brunswick
County standards. The pump station will be equipped with 2-12 hp pumps.
The sewage will be conveyed thru 976 If of 4" C900 DR-18 force main to its
connection point with an existing 18" force main operated by Brunswick
County.
The plans and specification have been reviewed by Brunswick County staff
and granted a flow acceptance letter which is provided in the attached
documentation.
Should you require additional information please do not hesitate to call.
Thank you in advance.

Sincerely yours;
Brad Sedgwick, PE
Attachments:
Original & Copy of Fast Track Application
Application Check in the Amount of $480
Original &Copy of FTA 04-16 Form
2 -Copies of Vicinity Map
2 -Copies of USGS Map
Original &Copy of Flow Acceptance Letter
2 of 2

State of North Carolina
YAM
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: Ld6(YJq6Jr?9-(to be completed by DWR)
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 El General Partnership ❑ Privately -Owned Public Utility
❑ Federal Z State/County ❑ Municipal ❑ Other
3. Signature authority's name: William L. Pinnix, PE per 15A NCAC 02T .0106(b)
Title: Director of Engineering Services
4. Applicant's mailing address: PO Box 249
City: Bolivia State: NC Zip: 28422-
5. Applicant's contact information:
Phone number: [phone] Email Address: william.pinn.ixswickcountync.. ov
H. PROJECT INFORMATION:
1. Project name: Autumn Trail Townhomes
2. Application/Project status: Z Proposed (New Permit) [:1 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: WQoo
3. County where project is located: Brunswick
4. Approximate Coordinates (Decimal Degrees): Latitude: 34.00' 05 ° Longitude:-78.15' 11 °
5. Parcel ID (if applicable): 1680011002
(or Parcel ID to closest downstream sewer)
M. CONSULTANT INFORMATION:
1. Professional Engineer: Brad Sedgwick, PE License Number: 026378
Firm: JBS Consulting, PA
Mailing address: 7332 Cotesworth Drive
City: Wilmington State: NC Zip: 28405-
Phone number: (910 619-9990 Email Address: bradsed [e-mail]
otmail.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: West Brunswick WWTP Permit Number: `WQ0023693
Owner Name: Brunswick County
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Nwmber(s): WQ O Downstream (Receiving) Sewer Size: 18 inch
System Wide Collection System Permit Number(s).. (if applicable): WQCS00284
Owner Name(s): Brunswick County
FORM: FTA 04-16 Page 1 of 5 %A

S
` vI. GENERAL REQUIREMENTS
1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
E]Yes ONo NN/A
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FORM: been attached?
❑ Yes E]No NN/A
3. If the Applicant is a Home/Property Owners' Association, has an Operational Agreement (FORM: HOAR been attached?
❑ Yes ❑No NN/A
4. Origin of wastewater: (check all that apply):
❑ Residential Owned ❑Retail (stores, centers, malls) ❑Car Wash
� Residential Leased El Retail with food preparation/service El Hotel and/or Motels
❑ School /preschool /day care ❑Medical /dental /veterinary facilities ❑Swimming Pool /Clubhouse
D Food and drink facilities ❑Church ❑Swimming Pool/Filter Backwash
❑ Businesses /offices /factories El Nursing Home ❑Other (Explain in Attachment)
5. Nature of wastewater: 100 % Domestic/Commercial N/A % Commercial
N/A % 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)? ZYes ❑ 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
Residential
210 gal/day
74
15,540 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
1530540 GPD
Total
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.
Wastewater generated by project: 15,540 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

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 1853 SDR 35
➢ 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 AMC
VM. 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: 1
2. Approximate Coordinates (Decimal Degrees): Latitude: 34.00' 14"° Longitude:-78.15' 11
3. Design flow of the pump station: 0.01554 millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): 132 gallons per minute at 128 feet total dynamic head (TDI)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches)
Length (feet)
Material
4
976
C900 DR-18
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 .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
.03 05(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.
FORM: FTA 04-16 Page 3 of 5

I
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) & W 0 Yes ❑ No
➢ 15A XCAC WT_0105(f) cnntains minimum senaratinns that shall he nrnvided fnr 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-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 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 swimminpools
10 feet
Final earth grade vertical
36 inches
➢ 15A NCAC 02T.0305(gg) contains alternatives where separations in 02T.0305(f) cannot be achieved.
➢ **Stream classifications can be identified using the Division's NC Surface Water Classifications webpage
➢ If noncompliance with 02T.0305()or(g), see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) 0 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 ❑Yes 0 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)? 0 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 ❑ 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

F
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 versions and the Gravity Sewer Minimum Design Criteria (latest version} as applicable?
0 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:
l C attest that this application for
(Professional Engineer's name from Application Item III.1.)
P,. U-7 � An r\ \ L­ 6t/v00A 0��
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 143-215.6B, 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 date:
3. Applicant's Certification per 15A NCAC 02T .0106(b):
.......................................................................................
3
DD
........................................................................................
I, L rnPiinn'y JPE e i � e` attest that this application for
(Signature Authority's n e & title from Applica 'on em I.3.)
IN V"r V �`'`'\ j IL41 1--, to � V ry) e,
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 sub j ect 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: �--� �— - Date: q
FORM: FTA 04-16 Page 5 of 5

3.,r� T iP 4 t rl ini f s� { a% %., 3 a a 0 " i� Y a? v�
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: Autumn Trail Townhomes
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:
b. WWTP Facility Permit #
C.
d.
e.
f.
9.
h.
WEST BRUNSWICK WRF
WQ '0023 693
All f lows are in MGD
WWTP facility's permitted flow 6.00
Estimated obligated flow not yet tributary to the WWTP
WWTP facility's actual avg. flow
Total flow for this specific request
Total actual and obligated flows to the facility
Percent of permitted flow used
0.791
2.998
0.01554
3.80
63.33%
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)
Design
Pump Pump
Average
Approx.
Station Station
Firm Daily Flow* *
Current
(Name or _ Permit
Capacity, * (Firm / p f),
Avg. Daily
Number) No.
MGD MGD
Flow, MGD
(C)
(D)=(B+C) (E)=(A-D)
Obligated,
Not Yet
Total Current
Tributary
Flow Plus
Daily Flow,
Obligated Available
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): West Brunswick (18 " forcemain)
Downstream Permit Number: WQ0023692
Page 1 of 6
FTSE 10-18

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.
Signing Official Signature
--b) 24 6-ro It
Title of Signing Official
E
O
A
� 17�1
bate
�9
Page 2 of 6
FTSE 10-18

� e 34000'05.0"N 78015'11.2"W
4/8/2019