WQ0040052_Application (FTSE)_20181210

Permit Number WQ0040052
Central Files: APS SVVP
11/19/2018
Permit Tracking Slip
Program Category
Status Project Type
Non -discharge
In review Major modification
Permit Type
Version Permit Classification
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
B Individual
Primary Reviewer
Permit Contact Affiliation
dean.hunkele
Coastal SWRule
Permitted Flow
0
Facility
Facility Name
Major/Minor Region
Skylars Cove Subdivision DRY Sewer
Minor Wilmington
Location Address
County
Brunswick
Facility Contact'Aff illiation
Owner
Owner Name
Owner Type
Brunswick Regional Water and Sewer H2go
Government - County
Owner Affiliation
Robert Walker
PO Box 2230
Dates/Events
Leland NC 28451223
Scheduled
Orig Issue App Received Draft Initiated Issuance
Public Notice Issue Effective Expiration
7/10/2018 11/16/2018
Regulated Activities
Requested /Received Events
Subdivision
Additional information requested
Wastewater collection
Additional information received
Outfall
Waterbody Name Streamindex Number Current Class Subbasin

Malpass Engineering &Surveying, P.C.
1134 Shipyard Blvd.
Wilmington, NC 28412
Phone: [phone]
Fax: [phone]
License No. C-2320
November 16, 2018
To: Dean Hunkele
NCDEQ
Re: Skylars Cove Subdivision (WQ0040052)
Modification
We are submitting a Fast -Track Application (FTA 04-16) to modify the existing permit
for the above referenced project. The following items are provided: original and copy of
the application form, $480 application fee, original and copy of Flow
Tracking/Acceptance for Sewer Extension Application (FTSE 04-16) by Brunswick
Regional Water & Sewer, original and copy of Flow Tracking/Acceptance for Sewer
Extension Application (FTSE 04-16) by Brunswick County, two copies of the Sanitary
Sewer Narrative, two copies of a color 8.5"xl 1" Aerial Map, two copies of a color
8.5"xl 1" of USGS Topographic Map, and two copies of the most recently issued existing
permit , that is being modified.
See Sanitary Sewer Narrative for project description.
Thanks,
Justin C. Bishop, P.E.
RE
U"NO'4"I K'DEKV
NO\r 1 6 Z018
Watpr Qi.iajfty Regional
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QV 16 2018

State of North Carolina
Department of Environmental Quality
Division of Water Resources
l 15A NCAC 02T .0300 —FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
"Llfvision of Water Resources FTA 04-16 &SUPPORTING DOCUMENTATION
Application Number: wQ� q Q05to be completed b
pp ( p y DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: Brunswick Regional Water & Sewer H2GO (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: Bob Walker per 15A NCAC 02T .0106(b)
Title: Executive Director
4. Applicant's mailingaddress: P.O. Box 2230
jj
� = 7
City: Leland State: NC
Zip: 28451-
5. Applicant's contact information:`
NOV
Phone number: 910 371-9949
Email Address: bwalkergh2 oonline.com
II. PROJECT INFORMATION:
1. Project name: Skylars Cove Subdivision
2. Application/Project status: ❑ Proposed (New PEtheexis
® Existing Permit/Project
If a modification, provide the existing permit number40052 and issued date: July 10, 2018
If new construction but part of a master plan, provide ing permit number: WQ00
3. County where project is located: Brunswick County
4. Approximate Coordinates (Decimal Degrees): Latitude: 34.246' Longitude:-78.019'
5. Parcel ID (if applicable): 029MA006, 029MA007, & 029NIA00701
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Justin C. Bishop License Number: 036232
Firm: Malpass Engineering & Surveying P.C.
Mailing address: 1134 Shipyard Blvd
City: Wilmingyton State: NC Zip: 28412-
Phone number: [phone] Email Address: justinbishopobizec.rr.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Northeast Brunswick Regional WWTF Permit Number: NCO083 819
Owner Name: Brunswick Regional Water & Sewer H2GO
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQ0016854 M) Downstream (Receiving) Sewer Size: 8 inch
System Wide Collection System Permit Number(s) (if applicable): WQCS
Owner Name(s):
FORM: FTA 04-16 Page 1 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: DEV) been attached?
❑ Yes [—]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) ❑ 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 % Commercial
% Industrial (See 15A NCAC 02T .0103 (201)
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 ',b
No. of Units
Flow
Single -Family Residential
210 gal/lot
32
69720 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
69720 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: 6,720 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):
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:
,i
Size (inches) Length (feet) Material
8 79.90 PVC
8 929.36 DIP
➢ 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: 0 Longitude: - °
3. Design flow of the pump station: millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): i gallons per minute at feet total TDH dynamic head
Y ( )
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 ore equal to 15 000 gallons per da
➢ Must be permanent to facilityq g p Y
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 -
.0305 1 C q P and telemetry 15A NCAC 02T
Ch)( )( )
or
El Portable pumping unit with plugged emergent um connection and telemetry - • Y pump etry 1 SA NCAC 02T .0305(h)(1)(C).
➢ It shall be demonstrated to the Division that the portable source is owned or contracted b the applicant draft
and is compatible with the station. Y PP ( agreement)
➢ If the portable power source or pump is dedicated to multiple pumpstations an evaluation of all the um '
capacities and the rotation schedule of the portable pump stations storage
p able 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
1 SQ NTCAC n?T 01nsff) rnntainc minimiim ePngratinn-z that shall hP nrovidp..d for CP.WP.r Cv4tf-m4'
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 swimming pools
10 feet
Final earth grade (vertical)
36 inches
➢ 15A NCAC 02T.0305() 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 ❑ Yes ® 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)L6) (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?
® 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 J uS C. B;.5h 9 attest that this application for
(Profession 1 Engineer'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 143-215.6B, 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: �� ., k,�r�,
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9. AL
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......................... � 4 .� t 4I ..i'..........................
3. Applicant's Certification per 15A NCAC 02T .0106(b):
I,tuA, I kcr e-xezal D)"r f, r attest that this application for
(Signature Authority's name & title from Application Item I.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 143-215.6B, 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: &.0W_ --IS
FORM: FTA 04-16 Page 5 of 5

State of North Carolina
,a �
",,,_���,,�, ���`ph,,�s
Department of Environmental Quality
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�� ��������Division
of Water Resources
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Divislont, f,e R,M
Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting Allocation: Brunswick Regional Water & Sewer
Project Name for which flow is being requested: Skylars Cove Subdivision
More than one FTSE may be required for a single project if the owner of the WWTP is not responsible for allpump
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: Northeast Regional WWTP
b. WWTP Facility Permit #: NCO086819
All flows are in MGD
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 0.006720
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
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 Average Daily Approx. Not Yet Total Current
Station Firm Flow* * Current Avg. Tributary Flow Plus.
(Name or Capacity, * (Firm / p f), Daily Flow, Daily Flow, Obligated Available
Number) MGD MGD MGD MGD Flow Capacity* * *
PS#1 .484 .194 .069 .112 .181 .013
The Firm Capacity 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 arm capacity of the pump station divided by a peaking
factor (pf) not less than 2.5.
* * * 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): Brunswick Regional Water &Sewer
Downstream Permit Number: WQ0016854(M)
Page 1 of 6
FTSE 04-16

III. Certification Statement:
I Bob Walker 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 indicates acceptance of this wastewater flow.
Signing Official Signature
Date
Page 2 of 6
FTSE 04-16

State of North Carolina
v,a$ ������ ��,�� ,vu� etas ,ivy
Department of Environmental Quality
Ell
vk�v,v 'a�v�
Division of Water Resources
Division f VVAter Resources �
Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting Allocation: Brunswick Regional Water & Sewer
Project Name for which flow is being requested: Skylars Cove Subdivision
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: Northeast Regional WWTP
b. WWTP Facility Permit #: NC0086819
All flows are in MGD
c. WWTP facility's permitted flow 2.475
d. Estimated obligated flow not yet tributary to the WWTP 1.988
e. WWTP facility's actual avg. flow 1.952
f. Total flow for this specific request 0.006720
g. Total actual and obligated flows to the facility 3.95
h. Percent of permitted flow used 159.5
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 Average Daily Approx. Not Yet Total Current
Station Firm Flow* * Current Avg. Tributary Flow Plus
(Name or Capacity, * (Firm / p f), Daily Flow, Daily Flow, Obligated Available
Number) MGD MGD MGD MGD Flow Capacity* * *
* The Firm Capacity 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.
* * * 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): Brunswick Regional Water &Sewer
Downstream Permit Number: WQ0016854(M)
Page 1 of 6
FTSE 04-16

III. Certification Statement:
I William L. Pinnix, Dir of Engr 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 addenduxns for which I am the responsible party. Signature of this
form indicates acceptance of this wastewater flow.
Signing Official Signature
to Form.
Ty _---.Attor
v�
Page 2 of 6
FTSE 04-16

Skylars Cove Subdivision
Sanitary Sewer Narrative
Description:
Travel 1.76 miles north on Village Road from the overpass at US 74/76 (Andrew Jackson
Hwy) and NC 133 (River Road). The site is located on the south side of Village Road.
The existing permit (WQ0040052) is being modified to add line length and flow.
The proposed sanitary sewer system is to serve a 32 (3 bedroom) single-family residential
lots. The flow required is 6,720 GPD. There is an additional 1,009.26 LF of 8" public
gravity sanitary sewer main_being proposed for this project. The length is based on the
distance from inside wall of manhole to inside wall of manhole. 114 LF of dry 8" public
gravity sanitary sewer main was previously permitted on July 10, 2018.
30.81 LF of the 96.00 LF of proposed sanitary sewer main from SSMH-2 to SSMH-3 is
within 50 feet of wetlands. The sanitary sewer main from SSMH-2 to SSMH-3 will meet
water main standards (15A NCAC 18C) for materials, testing methods and acceptability
standards.
SSMH-3 is not within 50 feet of wetlands. SSMH-2 is within 50 feet of wetlands, but
was previously permitted on July 10, 2018.
The proposed additional gravity sanitary sewer main will discharge into the previously
permitted dry gravity sanitary sewer main. The previously permitted dry gravity sanitary
sewer main will discharge into an existing sanitary sewer manhole at the cul-de-sac of
Gardenview Court in Creekview Estates.
Item IX.6 on the Fast Track Sewer System Extension Application is marked as no
because the lines being added to the permit are not deemed high -priority.