WQ0029614_Application (FTSE)_20210128

Permit Number WQ0029614
Program Category
Non -discharge
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
dean.hunkele
Coastal SWRule
Permitted Flow
11,200
Facility
Facility Name
Residences at Boca Bay Sewer
Location Address
Owner
Owner Name
Town of Surf City
Dates/Events
Scheduled
Orig Issue App Received Draft Initiated Issuance
1 /13/2006 1 /8/2021
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
Major/Minor Region
Minor Wilmington
County
Pender
Facility Contact Affiliation
Owner Type
Government - Municipal
Owner Affiliation
Kyle Breuer
PO Box 2475
Surf City
Public Notice Issue Effective
Regulated Activities Requested /Received Events
Domestic, other Additional information requested
Subdivision
Wastewater collection
Outfall
Waterbody Nar

RECEIVED
3I
Michael C. Gallant PE, PA
Engineering / Consulting / Design
NC Firm C-1989, At Firm CA- 4338 - E
NC Reg. No. - 25572, At Reg. No. - 32178
Dean Hunkele
Senior Environmental Specialist
Surface Water Protection
NCDENR-DWQ, WiRO
127 Cardinal Drive
Wilmington, NC 28403
Re: Residences at Boca Bay Modification WQ0029614
January 7, 2021
JAN 0,Y2021
NCDEQ
WILMINGTON RO
Dean,
Please find attached a fast track application package for the modification of permit #
WQ0029614 The Residences at Boca Bay. This package includes the application fee and two copies of:
• Two copies of application form FTA 04-16.
• Two copies of the USE for the project.
• The application fee of $480.
Please let the following serve as a brief narrative for the project:
The most recent permit for this project was granted on July 20,2007. At that time the flow
allocated was 11,200 gpd. The original design was for the project build out which included residences
and a clubhouse with a pool. The original permit included 27 three to four bedroom residences and an
amenity center/pool complex. The current state of development includes a total of 183 bedrooms. This
includes 3 bedrooms allocated for the pool/amenity center.
The next phase of development is seeking an additional 117 bedrooms for a total number 200
bedrooms. This yields a flow of 24,040 gpd (200 x 120 = 24,040).
The current allocation is for 11,200 gpd so the difference being applied for in this application is
12,840 gpd (24,040—11,200 = 12,840).
Please note that this application does not propose any changes to the lift station since it was
originally designed for this ultimate flow. The lift station has a stand-by generator in place.
If you have any questions please feel free to call me at 910.448.1046.
Sincerely, /
t/l��l A �
Michael C. Gallant, PE
[e-mail]
tel [phone]
P.O. Box 4039
Surf City, NC 28445

State of North Carolina
DWR 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 completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: Town of Surf City (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: Kyle Breuer per 15A NCAC 02T .0106(b)
Title: Town Manaeer
4. Applicant's mailing address: Po Box 2475
City: Surf City State: NC Zip: 28445-
5. Applicant's contact information:
Phone number: 910 328-4131 Email Address:
If. PROJECT INFORMATION:
l . Project name: Residences at Boca Bay
2. Application/Project status: ❑ Proposed (New Permit) ® Existing Permit/Project
If a modification, provide the existing permit number: W00029614 and issued date: July 20, 2007
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: 34.4409' Longitude:-77.5248'
5. Parcel ID (if applicable): 4245-44-6930-0000
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Michael C. Gallant, PE License Number: 25572
Firm: Michael C. Gallant, PE
Mailing address: PO Box 4039
City: Surf City State: NC Zip: 28445-
Phone number: 910 448-1046 Email Address: calantmckyahoo.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
I. Facility Name: Town of Surf City Permit Number: W00000795
Owner Name: Town of Surf Citv
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQ_6�5�716 Downstream (Receiving) Sewer Size: inch
System Wide Collection System Permit Number(s) (if applicable): WQCS
Owner Name(s): Town of Surf City
FORM: FTA 04-16 Page 1 of 5

111. 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 AA oreemenl (FORM. DIX) been attached'?
❑ Yes ❑No ®N/A
3. If the Applicant is a H_Q)lnels Associalionhes an Oucialion l :Aerccment (I ORM. 11OA) been attacltedP
❑ Yes ❑No ®N/A
4. Origin of wastewater: (check all that apply):
® Residential Owned ❑ Retail (stores, centers, stalls) ❑ Cat Wash
❑ Residential Leased ❑ Retail with food preparation/service ❑ Hotel and/or Motels
❑ School / preschool / day care ❑ Medical / dental /veterinary facilities ❑ Swimming Pool /C'lubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming Pool/Filter Backwash
❑ Businesses / offices / factories ❑ Nursin, Home ❑ Other (Explain in Attachment)
5_ Nature of wastewater: 100 °�o Domestic/('ommercial %Conunercial
°%Industrial (Sec ISA 1�CAC 021 010300))
"Is there a Pretrea0nent Program in effect's ❑ Yes ❑ No
6. Has it flow reduction been approved under 15A__, AC 021 _01 14(ftP ❑ Yes ® No
If yes, provide a coav of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(11)
Daily Design Flow
No. of Units
Flow
3 BDR RESIDENCES
360 gal/unit
33
1 1880 GPD
4 BDR RESIDENCES
480 gal/unit
2
960 GPD
gal/
GPD
,al/
GPD
gal/
GPD
gal/
GPD
7itlal
12840 GPD
a See 15A NCAC 021 _0114(b) h,.(e)I I) and (e)12) 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).
h Per 15A NCAC 02T .01 14(c), design flow rates for establishments not identified [in table I S;A NCAC' 021'.01 14] shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 12840 GPD (per I SA NCAC 021 _01 14)
Do not include future flows or previously permitted allocations
If permitted flow is zero, indicate vNl v:
❑ Pump Station or Gravity Server where floty 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: F1 A 04-16 Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
l . Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
➢ 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: LS 1
2. Approximate Coordinates (Decimal Degrees): Latitude: 34.4409' Longitude:-77.5248'
3. Design flow of the pump station:.024040 millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): 65 gallons per minute at 117 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)(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

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) & (g) ® Yes ❑ No
➢ 15A NCAC 02T.0305 contains minimum separations that shall be provided for sewers stems:
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-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
10 feet
Top slope of embankment or cuts of 2 feet or more vertical height
10 feet
Draina e systems and interceptor drains
5 feet
Any swimming pools
10 feet
Final earth grade vertical
36inches
➢ 15A NCAC 02T.0305(e) contains alternatives where separations in 02T.0305(f) cannot be achieved.
➢ **Stream classifications can be identified using the Division's NC Surface Water Classifications webpaee
➢ 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 ❑ Yes ® No
individual permits or 401 Water Quality Certifications?
➢ Information can be obtained from the 401 & Buffer PermittingBranch
ranch
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 ❑ 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 version) as applicable?
2.
® 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 su000rting documents
Engineer's
that this application for
(Professional Engineer's name fror6 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:
3. Applicant's Certification per 15A NCAC 02T .0106(b):
(Signature Authority's name & tiUb from
Item I.3.)
attest
this application for
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: Jnat Date: { I C/7,01-0
FORM: FTA 04-16 Page 5 of 5

Division of Water Resources
Entity Requesting Allocation: Town of Surf
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Project Name for which flow is being requested: Residences at Boca Bay (Mod)
More that one FTSE untr he required for a single project if the owner of the WWTP Ls not rerponsihle for all pump
stations along the route of theproposed wastewaterJlow.
1. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Town of Surf Ci
b. WWTP Facility Permit #: _ _WQ0000795
All flows are in MGD
c. WWTP facility's permitted flow 1.1
d. Estimated obligated flow not yet tributary to the WWTP .3406
e. WWTP facility's actual avg. flow .760
f. 'total flow for this specific request 0.012840
g. Total actual and obligated flows to the facility 1.006
h. Percent of permitted flow used 100.006%
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 / pt),
Avg. Daily
Daily Flow,
Obligated
Available
Number)
No.
MGD
MGD
Flow, MGD
MGD
Flow
Capacity***
16
.072
.0288
.006084
.013278
.019362
.052638
33
2.52
1.0080
.5171
.01826
0.6997
.3083
34
2.52
1.0080
.5171
0.1826
.6997
.3083
* 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 set -vice.
** Design Average Daily Flow is the firm capacity of the pump station divided by a peaking factor
(po 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): Town of Surf City
Downstream Permit Number: WQCS00278
Page 1 of 6
FI'SE 10-18

111. Certification Statement:
I Kyle Breuer 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 lI plus all attached planning assessment addendunis for which I
ant 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.
Tille gfSigning
Page 2 of 6
FTSIi 10-18