WQ0040933_Application (FTSE)_20190710

Central Files: APS ___®. SVVP -
6/11/2019
Permit Number WQ0040933 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
Facility
Faciflty Name
Hilltop Townes
Owner
Owner Name
Brunswick Regional Water and Sewer H2go
Version Permit Classification
A Individual
Permit Contact Affiliation
Major/Minor Region
Minor Wilmington
County
Brunswick
Facility Contact Affiliation
Owner Type
Government - County
Owner Affiliation
Robert Walker
KOX*. �_Il
Dates/Events Leland NC 28451223
Scheduled
Odg Issue App Received Draft Initiated Issuance Public Notice Issue
6/10/2019
Regulated Activities aecluested lReceived Events
Additional information requested
AAAi+i --- I ;,f­­fi­ ­i".H
...........

To.
NCDEQ
Date
-
' 6/10/19
127 K Cardinal Drive
Wilmington, NC 28405
Re:
Hilltop 'Townes
910) 796-7215
Fast Track Sewer �
Attn:
Dean Hunkele
Project No.
I 18422.PE
e ale sends
Originals
ED Prints
❑ Shop Drawings
❑ Calculations
❑ Correspondence
❑ Plans
❑ Specifications
® Other as listed below
he 4'bllowin itcmx s.
Quantity
Date
Iow a No.
Description
2
Fast Track Sewer Permit ETA 04-16
2
Flow Tracking/Acceptance Sewer Extension Application FTSE 10-18
E12G0 and Brunswick County)
1
Sanitary Sewer Narrative including vicinity map and USGS Map
1
$480 check
Issue Statuso 0 For Approval As Requested ❑ Construction ❑ Bid
❑ For Your Use 0 For Review and Comment ❑ Approved as Noted ❑ See Remarks
etion Take s ❑ No Exceptions Taken ❑ Make Corrections Noted ❑ Amend & Resubmit
® Rejected -See Remarks ❑ Approved as Submitted ❑] Other
IZ.e�
Fast Track Sewer Submittal Hilltop Townes
Ca Signed:'
Tim Clinkscales, PE, PLS

State of Forth Carolina
Department of Environmental Quality
51
xDivision Of Water Resources
µ 15A NCAC 02T 90300 — FAST TRACK SEWER. SYSTEM EXTENSION APPLICATION
Division of Water Ptesources F'TA 04-16 & SUPPORTING DOCUMENTATION
Application Number -i ' ' U rG (to be completed by Dwx)
1. Applicant's name: Brunswick Regional Water & Sewer H2CO (company, municipality, HOA, utility, etc.)
2. Applicant type: F1 Individual El Corporation 0 General Partnership [l Privately -Owned Public Utility
❑ Federal ❑ State/County ® Municipal ❑ Other
3. Signature authority's name: Bob Walker per = - 0_
Title: Executive Manager
4. Applicant's mailing address: PO Box 2230
City: Leland State: NC Zip: 28451-
5. Applicant's contact information:
Phone number: (9t0) 371-6441 Email Address: bwaiker(a),h22oonline.com
1. Project name: Hilltop Townes
2. Application/Project status: ® Proposed (New Permit) El Existing Perinit/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: 34.258° Longitude:-78.053'
5. Parcel ID (if applicable): 02900001
(or Parcel ID to closest downstream sewer)
1. Professional Engineer: Tim Clinkscales License Number: 028847
Firm: Paramou.nte En2incerin2, Inc.
Mailing address: 122 Cinema Drive
City: Wilmington State: NC Zip: 28403-
Phone number: [phone] Email Address: tclinikscalesat)aramounte-eng.com
1. Facility Name: Northeast Regional WWTP
Owner Name: Brunswick County
V. RECEIVING DOWNSTREAM SEWED INFORMATION (if different than TF')a
1. Permit Number(s): WQ00168554 (m) Downstream (Receiving) Sewer Size: $inch
System Wide Collection System Permit Number(s) (if applicable): WQCS00202
Owner Name(s): Brunswick Regional Water and Sewer H2CiO
FORM: FTA 04-16 Page 1 of 5

F"IFETFEW,
L If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
2. If the Applicant is a Developer of lots to be sold, has a I-X been attached?
1 If the Applicant is a been attached?
MONFRI•M
4. Origin of wastewater: (check all that apply):
ED Residential. Owned R Retail (stores, centers, malls) ❑ Car Wash
E] Residential Leased El Retail with food preparation/service El Hotel and/or Motels
R School / preschool / day care R Medical / dental / veterinary facilities El Swimming Pool /Clubhouse
EJ Food and drink facilities F] Church El Swimming Pool/Filter Backwash
E] Businesses / offices / factories El Nursing Home El Other (Explain in Attachment)
5. Nature of wastewater: 100 % Domestic/Commercial % Commercial
k
% Industrial (St-c PA','
"Is there a Pretreatment Program in effect? El Yes [:]No
6. Has a flow reduction been approved under P" C 4�'1`1'11? Z Yes [:1 No
> If ves, vrovidLaLcoRv of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see -0,21P Q
Daily Design Flow 0
No. of Units
Flow
Townhomes
210 gal/unit
168
35,280 GPD
Clubhouse
5 gal/seat
86
430 GPD
Pool Area
10 gal/person
70
700 GPD
gal/
GPD
gal/
GPD
gal/
GPD
Dotal
36,410 GPD
a See A ' C z" 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 c,2A­,,A
b Per 15A NCAC 02T .0 1 14(c), design flow rates for establishments not identified [in table i A T" 0',', 'P � i-I ' 1 1 - 4 " ] shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 36,410 GrPD (per r= 2 1'
> Do not include future flows or previously permitted allocations
If permitted flow is zero, indicate why:
El Pump Station or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line
El Flow has already been allocated in Permit Number:
El Rehabilitation or replacement of existing sewer with no new flow expected
El Other (Explain):
FORM: FTA 04-16 Page 2 of 5

I. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
8 3,650 PVC I
• Section 11 & 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
1. Pump station number or name: 1
2. Approximate Coordinates (Decimal Degrees): Latitude: 34.257' Longitude: -78.054'
3. Design flow of the pump station: 0.03641 millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): 80 gallons per minute at 48 feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches) Length (feet) Material
3 1750 PVC
6. Power reliability in accordance with -
-",-A 1`A`
­­1 _ -1 11 -----------
E] 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:
El Portable power source with manual activation, quick -connection receptacle and telemetry - 15A NCAC 02T
.0305(h)(I)(C)
or
[I Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 02T .0305(h)(I)(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

Hill VU illill Hill ill: I
1. Does the project comply with all separations found in
> 15A NCAC 02T.0305(f) contains minimum separations that shall be provided for sewer ystems:
FF04-N •
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below (vertical)
24inches
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-1 waters of Class 1 or
Class
100 feet
"Waters classified WS (except WS-I or WS-V), B, SA, (TRW, HQW, or S13 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
An basement
10 feet
To slope of embankment or cuts of 2 feet or more vertical heig --it
10 feet
Drama
5 feet
Any swimming pooh,
10 feet
Final earth grade (vertical)36
inches
> contains alternatives where separations in Q 2T, 3, f), cannot be achieved.
> "Stream classifications can be identified using the Division's
> If noncompliance with "D" see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) E]Yes M 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 Yes No
This would include Trout Buffered Streams per
4. Does the project comply with an individual 404 Permit or any 401 Certifications? 0 Yes n 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 A t,
5. Does project comply with A , N-"AC (additional permits/certifications)?
NORMAN=
Per --
i, U 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?"
- � I , I � JU�j�­ �
Per "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.
El Yes ED No
> If yes, include an attachment with details for each line, including type (aerial line, size, material, and location),
FORM: FTA 04-16 Page 4 of 5

X.
CERTIFICATIONS:
1. Does the submitted system comply with the
and
as applicable?
Yes Q No
If No., complete and submit the Variance/Alternative Design Request application (VADC 10- 14) and supporting documents for
review. ADDroval of the re uest is required -prior to sub mittal_of the Fast Track ADnlication and suDDordne documents.
2. Professional Engineer's Certification:
attest that this application for
(Professional Engineer's name from Application Item 111. 1.)
M
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 Selver
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,
3. Applicant's Certification per 15ANCAC 02T .0106; b):
(Signature Authority's name & title from Application Item 1.3.)
��" c-lv-rattest that 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 and 2,
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:
C Date:
FORM: ETA 04-16 Page 5 of 5

State of North Carolina
DeDartment of Environmenta ua I
M
Flow Tracking for Sewer Extension Applications
(FTSE 1-1 )
Entity Requesting Allocation: Brunswick Regional Water & Sewer
Project Name for which flow is being requested: Hilltop Terraces
Xforeffian oue 17SEmqv be required fair a shigle project if the metier of the HIWTP is not respousiblefor all pump
stations aloitg the route of theproposed ivastewaterj7ow.
1. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Northeast Brunswick WWTP
b. WWTP Facility Pem-nt #: WQ 0086819
AlIflonys are in MGD
c.
WWTP facility's permitted flow
2.475
d.
Estimated obligated flow not yet tributary to the WWTP
2.187
e.
WWTP facility's actual avg. flow
1.952
f
Total flow for this specific request
0.03641
g.
Total actual and obligated flows to the facility
4.175
h.
Percent of permitted flow used
168.7%
11. 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+Q
(E)=(A-D)
Design
Obligated,
Pump
Pump
Average
Approx.
Not Yet
Total Cut -rent
Station
Station
Firm Daily Flow"
Current
Tributary
Flow Plus
(Name or
Permit
Capacity, (Finn / pf),
Avg. Daily
Daily Flow,
Obligated
Available
Number)
No.
MGD MGD
Flow, MGD
MGD
Flow
Capacity***
Downstream Facility Name (Sewer):
Downstream Permit Number:
Page I of 6 17-11-s [", 1 0- 11-11

111. Certification Statement:
I William L. Pinnix, Dir of Engr certify to the best of my knowledge that the addition orf
atma
=77MEr ac-carTIMIC THUITTLy UNT Uldt Lne 110
related sanitary sewer overflows or overburden any downstream pump station en route to the receiving
treatment plant under normal circumstances, given the implernentation of the planned improvernents
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 11 plus all attached planning assessment addenduins 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.
Qf .ficial Sian ature
Title qf�Signing Qf .ficial
Approved 0 Form.
D-' 8

Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: Brun&wick-,-Rqgglad 7W'-"&---S-'----Hi-6-0
L
Project Name for which flow is being requested: Hilltop Townes
More than one FTSE maybe requiredfor a single project if the owner of the WWTP is not responsible for all pump
stations along the route of the proposed wastewaterflow.
a. WWTP Facility Name: Northeast Regional WWTP
b, WWTP Facility Permit #: NC0086819
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the NVWTP
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
•IT M.• R&11�6
List pump stations located between the project connection point and the WWTP:
(A) (B) (C) (D)=(B+C)
(E)=(A-D)
Design
Average Approx. Obligated,
Pump Pump Daily Current Not Yet Total Current
Station Station Firm Flow" Avg. Daily Tributary Flow Plus
(Name or Permit Capacity, (Finn / pf), Flow, Daily Flow, Obligated
Available
Number) No. MGD MGD MGD MGD Flow
Capacity***
8 WQ0016854 0.605 0.242 0.089 0.086 0.175
0.067
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)- Brunswick Regional Water & Sewer
Downstream Permit Number: WQ0016854 (M)
FTSE 1.0-18

111. Certification Statement:
certify, to the best of in\, knowledge that the addition of
the volume ofv-,,raste,",ater 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 sev,-er overflows or overburden any downstream pump station en route to the receiviri'a
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 11 plus all attached planning assessment addendun-is 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.
Sigming Qf
cl ficicil Sianature
11�--P-C�110r�e
e ofSigningQ1 ,ficial
-/ 7-
Date
Page 2 of 6
FTSE 10-18

[Rim
Prepared for:
Prepared by:
PARAMOUNTE
G N <-- I N F-= F-= R I PQ C-- I I N C-- .
122 Cinema Drive
Wilmington, NC 284003
Project #18442.PE
May 2019

PROJECT NARRATIVE
Sunset Land Investments, LLC is proposing a 168 unit townhome subdivision along with clubhouse
and pool on the 28 acre parcel located between Mt Nfisery Road and Village Road in Brunswick
County. The project will be served by gravity internally to a pump station that will pump to an
existing manhole on our property just south of John Carter Road. The forcernain and collection line
will be owned and maintained by the H2GO. The flow for the project ,vill be 36,410 GPD as
provided. The length of line is as follows: 3650 LF of 8-inch gravity and 1750 LF of 3-inch
forcemain, The operating point of the pump station will be 80 gpm @ 48 TDH. The forcemain
and gravity sewer that are within 50' of wetlands will meet the alternate design criteria was used in
design and will be constructed in same manner.

Mle Map$ 34-15'28.8"N 78-OSIUM
Map data @2019 500 ft
6/11/2019