WQ0040433_Application (FTSE)_20181212

NORRIS & TUNSTALL
CONSULTING ENGINEERS P.C.
902 Market Street
Wilmington, NC 28401
[phone]
[phone] Fax
John S. Tunstall, P.E.
T. Jason Clark, P.E.
November 15, 2018
Mr. Dean Hunkele
NC DEQ
Division of Water Resources
127 Cardinal Drive Extension
Wilmington, NC 28405
Re: Gravity Sewer Extension Fast -Track Permit Application
Summer Bay Villas
N&T Project No. 18065
Dear Mr. Hunkele,
1429 Ash -Little River Road
Ash, NC 28420
[phone]
[phone] Fax
J. Phillip Norris, P.E.
Thomas J. Scheetz, E.I.
Enclosed is one (1) original application form with one (1) copy, two (2) copies of the Sewer
Narrative, one (1) original Flow Tracking /Acceptance Form (FTSE 04-16) from H2G0
Brunswick Regional Water and Sewer with one (1) copy, two (2) 8 '/ x 11 color USGS
Topographic Maps, two (2) site plans (ledger size), and a $480.00 check for the processing fee.
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.
J. Philli Nord , P. .
J N/ttw
18065 11-15-18 s-fast track swr-Itr
Enclosures
cc: Nathan Sanders
Cand i Alexander
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NCBELS License C-3641

State of North Carolina
Department of Environmental Quality
Division of Water Resources
15A NCAC OZT .0300 —FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 04-16 &SUPPORTING DOCUMENTATION
Application Number: W (a (IOLfd"7)3(to be completed by DWR) p-tI6 ITO 6 S
All items must be completed ,o_, r the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: H2GO Brunswick Regional Water & Sewer (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 .010bib�
Title: Direc or
4. Applicant's mailing address: P.O. Box 2230
City: Leland State: NC Zip: 28451-
5. Applicant's contact information:
Phone number: [phone] Email Address: [e-mail]
H. PROJECT INFORMATION:
1. Project name: Summer Bay Villas
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: 34.2 1° Longitude: -78.01 °
5. Parcel ID (if applicable): 0480004203
(or Parcel ID to closest downstream sewer) + _A
it
# 7A7 s a
M. CONSULTANT INFORMATION:NOV 15 2018
1. Professional Engineer: J. Phillip Norris License Number: 11966
Firm: Norris & Tunstall Consulting Engineers., P.C. --��-
Mailing address: 1429 Ash -Little River Rd
City: Ash State: NC Zip: 28420-
Phone number: [phone] Email Address: [e-mail]
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION: .
1. Facility Name: Belville WWTP Permit Number: NCO075540
Owner Name: Brunswick Regional Water & Sewer,.H2GO
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQ0017916
System Wide Collection System Permit Number(s) (if applicable): WQCS00202
Owner Name(s): Brunswick Regional Water & Sewer, H2G0
FORM: FTA 04-16 Pagel of 5

VU. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted. -
Size (inches) Length (feet) Material
8 2,315 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)
➢ Oversizirng 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: Longitude.
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):
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
.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

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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 S � 1�T('' e (� t17T (i'2I1'S(fl r•nntaine mir�imnm cnr�aratinnc That chall hP nrnvirlPd fnr cevver cvctPmc'
Setback Parameter*
Se aration 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 jTpounded 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
An building foundation
5 feet
Any basement
10 feet
T2p slope of embankment or cuts of 2 feet or more vertical height
10 feet
Drainage systems and interce for drains
5 feet
Any swimming pools
10 feet
Final earth ade vertical
36 inches
➢ 15A NCAC 02T.0305(g) contains alternatives where separations in 02T.0305(f) cannot be achieved.
➢ **Stream classifications can be identified using the Division's NC Surface Water Classifications webpae
➢ 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
➢ 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? Z 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? Z 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)?
Z Yes ❑ No
Per 15A NCAC 02T.0 105 (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.0401, "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 Z No
➢ If yes, include an attachment with details for each line, including type (aerial line, size, material, and location).
46
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?
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 re nest is rec
juired Prior to submittal of the Fast Track Application and supporting documents.
2. Professional Engineer's Certification:
I, JOn Oki I 1� (� t�O(T4 S attest that this application for
(Professional Engineer's name from Application Item 1I1.1.)
�t r�nr1� fbouq` co,.n viewed b me d is accurate colete and consistent with the information supplied in the plans, specifications,
has been re y an p pp P p
engineering calculations, and all other supporting documentation to the best of my knowledge. I fiutther 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. I
.................................................. ..........................�
North Carolina Professional Engineer's seal, signature, and date:
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3. Applicant's Certification per 15A NCAC 02T .0106(b):
I, /7, � 7� �Q' � � EXe-Cct:h� C. 71D 1(`e C,l '� K attest that this application for
(Signature A thority's name &title from Application Item I.3.)
6UXr%MVX- Q)a.%f \�i k\As
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 143-215.6E, 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: � "0!i (/�� Date:
FORM: FTA 04- 16 Page 5 of 5

tl�
SEWER NARRATIVE
SUMMER BAY VILLAS
Leland, Noah Carolina
For
Dominion Land Corporation
P.O. Box 3167
Wilmington, NC 28406-0167
[phone]
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November 2018
Prepared by: !.
NORRIS & TUNSTALL CONSULTING ENGINEERS, P.C.
1429- Ash —Little River Road
Ash, North Carolina 28420
[phone]
[phone] (Fax)
License # C-3641
NET Project No. 18066

NARRATIVE
SEINER SYSTEM:
public gravity system is designed to service 112 single family 3-bedroom
This p g � y �
units. A total
of 315 LF of 8-inch sewer line will be needed to complete the system.
This new system q a
will not require um station. it will connect into existing manholes
pump
public utility easement adjacent to West Gate Drive and Angel 'Way.
in the existing pub ty 1
This system will be served b y the H2Go Brunswick Regional Water & Sewer.
�

State of North Carolina
Department of Environmental Quality
I t
j M,
0 Division of Water Resources
DIvIsIon Water � -Urces
Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting Allocation: Brunswick Regional Water and Sewer
Project Name for which flow is being requested: Summer Bay Villas
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: Belville WWTP
b. WWTP Facility Permit #: NC0075540
All f lows are in MGD
c. WWTP facility's permitted flow
.400
d. Estimated obligated flow not yet tributary to the WWTP .741
e. WWTP facility's actual avg. flow
.334
f. Total flow for this specific request
0.0235
g. Total actual and obligated flows to the facility
1.098
h. Percent of permitted flow used
274%
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)
I(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*
lid ti'71 �tiQ AdR
nti7 111� 15q
* 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.
x x Design Average Daily Flow is the firm capacity of the pump station divided by a peaking
factor (pf) not less than 2.5.
x x x 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): ��}�P)bw z, 1rC-.f '•(
Downstream Permit Number: wQ00l'�I�(jv�2
Page 1 of 6
FTSE 04-16

c'III. Certification Statement:
I '8 O1! IA&-Ikv 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
F '/�Z' /F
Date
Page 2 of 6
FTSE 04-16

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f. Leland