WQ0042470_Application (FTSE)_20210524

Permit Number WQ0042470
Program Category
Non -discharge
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
dean. hunkele
Coastal SWRule
Permitted Flow
Facility
Central Files: APS _ SWP _
4/22/2021
Permit Tracking Slip
Status
Project Type
In review
New Project
Version
Permit Classification
A
Individual
Permit Contact Affiliation
Facility Name MajorlMinor Region
Cape Cottages Minor Wilmington
Location Address County
Brunswick
Owner
Owner Name
Brunswick Regional Water and Sewer H2go
Dates/Events
Facility Contact Affiliation
Owner Type
Government - County
Owner Affiliation
Robert Walker
PO Box 2230
Leland NC 2845122:
Scheduled
Orig Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
4/22/2021 IA.d 1

THOMAS & HUTTON
611 BURROUGHS S CHAPIN BOULEVARD, SUITE 202
MYRTLE BEACH, 5C 29577 1 843.839.3545
WWW.THOMASANDHUTTON.COM
NC DEQ
Division of Water Quality
Wilmington Regional Office
127 Cardinal Drive Ext.
Wilmington, NC 28405
April 14, 2021
RE: Cape Cottages
Public Forcemain
Fast Track Application
J-27388.0004.500
At Y i 5 Z021
On behalf of Cape Cottages and H2Go, we are pleased to submit the Application for
Approval of Engineering Plans and Specifications for Waste Water Supply Systems for the above
referenced project. The following items are included for your review:
• Narrative
• One (1) original and one (1) copy of Fast -Track Application Form
• Check in the amount of $480.00 for the application fee
One (1) color copy of an 8.5" x 11" 7.5 minute U.S.G.S. map
Street Level Map
FTSE Form
Please review the above information and, if acceptable, we respectfully request NCDENR
approval of the application. Please feel free to contact me at [phone] should you have
any questions or comments. Thank you for your time and assistance with this project.
Sincerely,
THOMAS 8 HUTTON
Walter Warren, PE
Principal/Project Manager
Enclosures: As listed above

THOMAS & HUTTON
si 1 BURROUGHS 4 CHAPIH BOULEVARD, SUITE aoe
MYRTLE BEACH, SC 89577 1 a43.839.3545
WWW,7HOMASA14DH UTTOH.COM
PROJECT NARRATIVE
Cape Cottages
February 24, 2021
Job Number: 27388.0004
Cape Cottages is an existing undeveloped 30.4-acre tract in Leland, North Carolina. The current development
plan is for a cluster type residential subdivision consisting of 315 cottages and an amenity site.
Cape Cottages, LP proposes to develop 315 cottages, known as Cape Cottages on approximately 30.4 acres
of the existing tract. The site is bounded by the Summer Bay Villas Development to the north, undeveloped
tracts to the east & west, and wetlands to the south.
The existing conditions of the site are mostly wooded with some slight clearing for a dirt road. The site contains
wetlands as determined by the United States Army Corps of Engineers (SAW-2006-00669). The existing
topography contains a range of moderate to steep slopes ranging from 5-15%. The predominant soil types on -
site belong to hydrologic soil groups A and B. The site drains to Jackeys Creek which is a tributary of the
Brunswick River in the Cape Fear River Basin. Jockeys creek is classified as C;Sw with an index number of 18-77-
3.
The Cape Cottages site work will consist of the clearing and grubbing of an existing wooded area, grading of
the existing contours, and the construction of utilities, roadway, sidewalks, driveways, an amenity site and 315
cottages. Stormwater runoff will be treated by two proposed wet detention pond stormwater control measures
(SCMs). The SCMs will discharge to the existing wetlands adjacent to the south and south east portions of site.
Each of the SCMs will be constructed to meet the minimum design criteria for wet detention ponds as set forth
in the NCDEMLR/DEQ Stormwater Design Manual.
Perimeter erosion control measures will be installed prior to the mass clearing / grubbing and grading of the site.
These measures include silt fence with associated outlets and a construction entrance. Once construction
begins, internal measures will be installed and maintained until the site is fully and permanently stabilized. These
include two skimmer sediment basins, inlet protection of newly installed catch basins, seven to fourteen day,
temporary stabilization of slopes, and energy dissipaters at outlets and areas of concentrated flows. The
anticipated construction sequence is as follows:
1. Install perimeter silt fence and construction entrance;
2. Clearing of site;
3. Install remaining erosion control measures (skimmer sediment basins, temporary diversions, etc.);
4. Site rough grading;
5. Install drainage conveyances (pipe networks and swales);
6. Install water and sewer systems;
7. Install roadways;
8. Install buildings;
9. Install Sidewalk;
10. Final grading of site;
11. Permanent stabilization of site. Remove all temporary erosion control measures. Restore wet detention
ponds to design specifications upon completion of project.
Page 1 of i

State of North Carolina
DWR Department of Environmental Quality
Division of Water Resources
15.A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources ETA 04-16 & SUPPORTING DOCUMENTATION
ApplicationNumber:W6LO;--nG (to be completedbNMwR)
All items must be completed or the application will be returned
L APPLICANT INFORMATION:
I. Applicant's name: 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 mailing address: 516 Village Rd NE
City: Leland State: NC Zip: 28451
5. .-Applicant's contact information:
Phone norther: [phone] Email Address: bwalkernh2goonline.com
11. PROJECT INFORMATION:
I. Project namc: Cape Cottages
2. Application/Project status: ® Proposed (New Pennit) ❑ Existing Pennit/Project
If a modification, provide the existing permit number: W000 and issued date:
If new construction but part of a master plan, provide the existing permit number. W000
3. County where project is located: Brunswick
4. Approximate Coordinates (Decimal Degrees): Latitude: 34.20944" Longitude:-78.OtO28"-
5. Parcel ID (if applicable): 20480004003
(or Parcel ID to closest downstream sewer)
Ill. CONSULTANT INFORMATION:
I. Professional Engineer: Walter Warren License Nmnber:'_52'_4
Firm: Thomas & Hutton
Mailing address: 611 Burroughs & Chapin Blvd. Ste'_02
City: Mettle Beach State: SC Zip:'_'9577-
Phone number: (8L) 8=99-3545 Email Address: wan"en.wzutandh.com:htuses iatandh corn
IV. WASTEWATER TREATMENT FACILITY (W W'TF) INFORMATION:
I. Facility Name: Belville Permit Number: NCO075540
Owner Name: Brunswick Regional Water & Sewer 1-12GO
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than YVWTF): /
I. Permit Number(s): W'0 7 Downstream (Receiving) Sewer Size: 8 inch WVt,O4 l 7 �j Q ��� goer <t,
Svstern Wide Collection Svstem Permit Numberts) (if applicable): WQCS00202
Owner Name(s): Brunswick Regional Water & Sewer H2GO
FORM: FTA 04-16 Page I 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: DEVI 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(20))
),Is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Has a flow reduction been approved under 15A NCAC 02T .0114(f)? ❑ Yes ❑ No
➢ If yes, provide a cony of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(t))
Daily Design Flow ","
No. of Units
Flow
One Bedroom Unit
140 gal/bedroom/day
62
8,680 GPD
Two Bedroom Unit
140 gal/bedroom/day
210
29,400 GPD
Three Bedroom Unit
210 gal/bedroom/day
43
9,030 GPD
Swimming Pool/Clubhouse
1890 gal/day
1
1,890 GPD
gal/
GPD
gal/
GPD
Total
49,000 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 ofthe 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.01141 shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 0 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

VIL GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
8 7,002 PVC
➢ 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
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: PS #1
2. Approximate Coordinates (Decimal Degrees): Latitude: 34.2042' Longitude:-78,01220
3. Design flow of the pump station: 0.26 millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): 180 gallons per minute at 29 feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches)
Length (feet)
Material
6
1,519
PVC
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) & (a) ® Yes ❑ No
➢ 15A NCAC 02T.0305(f) contains minimum separations that shall be provided for 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 11 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
Drainage systems and interceptor drains
5 feet
Any swimming pools
10 feet
Final earth grade vertical
36 inches
➢ 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 weboaee
➢ If noncompliance with 02T.0305(f) or (e). 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 .02009 ® 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 Permittina Branch
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?
® 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:
Walter Warren, PE
attest that this application for
(Professional Engineer's name from Application Item Ill.).)
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:
Applicant's Certification per 15A NCAC 02T .0106(b):
O b (.( )6_-1 ker FXe.et,-b V2. )) l'CcTor attest that this application for
(Signature Aut ority'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: Z4 V 606L/l� Date: r ', Z
FORM: ETA 04-16 Page 5 of 5

Division of Water Resources
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 Regional Water & Sewer
Project Name for which flow is being requested: Cape Cottages
More than one FTSE nay be required fora single project if the owner of the WWTP is not responsible for all pnnip
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
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
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
All flows are in MGD
.400
.645
.424
0.049
1.069
267%
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:
Pump Pump
Station Station
(Name or Pennit
Number) No.
0
(A)
(B)
(C)
(D)=(B+C)
(E)=(A-D)
Design
Obligated,
Average
Approx.
Not Yet
Total Current
Firm
Daily Flow**
Current
Tributary
Flow Plus
Capacity, *
(Finn / pfl,
Avg. Daily
Daily Flow,
Obligated
Available
MGD
MGD
Flow, MGD
MOD
Flow
Capacity***
.671
.268
.048
.075
.123
.146
* 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:
WQ0oa�k�
we z i SsCd
Page 1 of 6
FTSE 10-18

111. 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 1
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 O Jicial Signature
ecw4 )'A -
Title of Signing Official
i ( e-c o f
Date
Page 2 of 6
FTSE 10-18

THOMAS & HUTTON
611 BURROUGHS 6 CHAPIN BOULEVARD, SUITE 202
MYRTLE BEACH, SC 29577 1 843.839.3545
WWW.TH0MASANOHUTTON.COM
MEMORANDUM
TO:
Dean Hunkele
FROM:
Walter Warren, PE
DATE:
May 24, 2021
SUBJECT:
Cape Cottages Amenity Center Flow Calculations
JOB NO.:
27388.4000
Dean,
In regards to your request for more information on the flow 1,890 GPD flow calculation for the
amenity center, please see the following breakdown:
- 6 plumbing fixtures @ 250 GPD/fixture = 1,500 GPD
- 1 tennis/Pickleball court @ 50 GPD/court = 50 GPD
- 1 half basketball court @ 50 GPD/court = 50 GPD
- 29 person pool @ 10 GPD/person = 290 GPD
Total Flow = 1,890 GPD

USGS Exhibit
Proposed Activity:
Capes Cottages
CLIENT:
Cape Cottages, LP
LOCATION: Town of Leland, North Carolina
DATE: April 14, 2021 DRAWN BY: NTP
JOB NUMBER: J-27388.0004 REVIEWED BY: WAW
SHEET: n/a
SCALE: V = 2000'
T THOMAS
V4H-U T T 0 N
611 Burroughs & Chapin Blvd. • Suite 202
Myrtle Beach, SC 29577 • 843.839.3545
www.thom o sa nd hutton. com

Street Level Map
Proposed Activity:
Capes Cottages
CLIENT:
Cape Cottages, LP
LOCATION: Town of Leland, North Carolina
DATE: April 14, 2021 DRAWN BY: NTP SHEET: n/a
JOB NUMBER: J-27388.0004 REVIEWED BY: WAW SCALE: 1" = 500'
T THOMAS
H HUTTON
611 Burroughs & Chapin Blvd. • Suite 202
Myrtle Beach, SC 29577 • 843.839.3545
www.thomosandhutton.com