WQ0038273_Application (FTSE)_20201001 (2)

Permit Number WQ0038273
Program Category
Non -discharge
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
dean.hunkele
Coastal SWRule
Permitted Flow
166,960
Facility
Facility Name
Beaufort East Village Development Sewer
Location Address
Owner
Owner Name
Town of Beaufort
Dates/Events
Scheduled
Ortg Issue App Received Draft Initiated Issuance
3/3/2016 9W/2020
I"I
Reaulated Activities
Domestic, other
Subdivision
Central Files: APS _ SWP
9/25/2020
Permit Tracking Slip
Status
Project Type
In review
Major modification
Version
Permit Classification
E
Individual
Permit Contact Affiliation
Major/Minor Region
Minor Wilmington
County
Carteret
Facility Contact Affiliation
Owner Type
Government - Municipal
Owner Affiliation
Everette S. Newton
Mayor
701 Front St
Beaufort
Public Notice Issue Effective
Requested /Received Events
Additional information requested 10-—�
NC 28516
Expiration

4/ Wi f herSRtov€�nel j�k[,�j SEP 17 2020
Our People. Yonr SLIIQ'_55. "
September 16, 2020
Dean Hunkele—Senior Environmental Specialist
North Carolina Department of Environmental Quality
Division of Water Resources— Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
RE: Beau Coast Phase 5—Fast-Track Application for Sanitary Sewer
W&R Project No. 02080976.50
Dear Mr. Hunkele:
On behalf of Blue Treasure, LLC, please find attached documentation in support of a Fast -Track Application (FTA 04-16)
for the above referenced project. This application will be a modification of WQ0038273 last issued on February 12,
2018 forthe Beaufort East Village - Planned Unit Development. This project will consist of approximately 2,0751f of fl-
inch gravity sewer to serve Beau Coast Phase 5 within the Beaufort East Village — Planned Unit Development. The
gravity sewerwill collectflow from the proposed 86lots in this project, were it will flow into an existing manhole within
previously constructed Beau Coast Phase 1 portion of the Planned Unit Development. From there, the sewer flow,
discharge into the Beau Coast Phase 1 pump station, and finally be carried to the Town of Beaufort wastewater
treatment facility. All wastewater generated in this phase of the project will be treated attheTownofBeaufortWWTP
(WWTF Permit No. NC0021831).
The proposed project meets all NCDENR-DWR minimum design criteria for sanitary sewer extensions. The
design flow rate for Phase 5 is calculated at 30,960 gpd (360 gallons per day per dwelling for a 3-bedroom
residence) in accordance with NCAC 2T Rules for wastewater flow rates. The proposed sanitary sewer
lines are more than adequate to convey the design flow rates for Beau Coast Phase 5.
Included with this submittal are one original and one copyof the items listed below:
• Application Fee —Check in the Amountof$480.00
• Application Form (FTA04-16)
• Downstream Sewer, WWTF Capacity and Flow Tracking/Acceptance Form (FTSE 10-18)
• Sanitary Sewer System Narrative
• SiteMap(USGSQuad— Beaufort)
• Street View Map of Site
Please advise if you require additional information or have any questions concerning our submittal.
Sincerely
WithersRavenel
Joe Boyd, PE
Cc: Karl Blackley — Blue Treasure, LLC
219 Station Road, Suite 1011 Wilmington, NC 28405
t: 910.256.9277 1 f: 910.256.25841 www.withersravenel.com I License No. C-0832
Asheville 1, Cary i Greensboro': Pirtsboro 1 Raleigh 1 Wilmington

DWR
Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
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 Beaufort (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership
❑ Federal ❑ State/County ® Municipal
3. Signature authority's name: John Day per 15A NCAC 02T .0106(b)
Title: Town Manager
4. Applicant's mailing address: 701 Front Street, P.O. Box 390
City: Beaufort State: NC Zip: 28516-
5. Applicant's contact information:
Phone number: [phone] Email Address: [e-mail],
II. PROJECT INFORMATION:
❑ Privately -Owned Public Utility
❑ Other
1. Project name: Beaufort East Village Development - Beau Coast Phase 5
2. Application/Project status: ❑ Proposed (New Permit) ® Existing Permit/Project
If a modification, provide the existing permit number: WQ0038273 and issued date: February 12, 2018
If new construction but part of a master plan, provide the existing permit number: W000_
3. County where project is located: Carteret
4. Approximate Coordinates (Decimal Degrees): Latitude: 34.7158' Longitude:-76.6409'
5. Parcel ID (if applicable): 731617112108000
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Joseph S. Boyd License Number: 039113
Firm: WithersRavenel, Inc.
Mailing address: 219 Station Road, Suite 101
City: Wilmington State: NC Zip: 28405
Phone number: 910) 256-9277 Email Address: [e-mail]
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Beaufort WWTP Permit Number: NC 0021831
Owner Name: Town of Beaufort
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQ Downstream (Receiving) Sewer Size: 8 inch
System Wide Collection System Permit Number(s) (if applicable): WQCS00102
Owner Name(s): Town of Beaufort
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 MN/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 MN/A
3. If the Applicant is a Home/Property Owners' Association, has an Operational Agreement (FORM: HOA) been attached?
❑ Yes ❑No MN/A
4. Origin of wastewater: (check all that apply):
M 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 0 % Commercial
0 % Industrial (See 15A NCAC 02T .0103(20))
L----*Is there a Pretreatment Program in effect? ❑ Yes M No
6. Hasa flow reduction been approved under 15A NCAC 02T .0114(fl? ❑ Yes M No
➢ If yes, provide a copv of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 021.01140
Daily Design Flow a.b
No. of Units
Flow
Dwelling Units (3 bedroom)
360 gal/day
86
30,960 GPD
gal/
GPD
gall
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
30,960 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.01141 shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 30960 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
1,690
PVC
8
594
DIP
➢ Section II & Ill 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: 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
.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(t)):
1. Does the project comply with all separations found in 15A NCAC 02T .0305(f) & (1Z)
➢ 15A NCAC 02T.0305 contains minimum separations that shall be provided for sewers stems:
1/ Imo■®.
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
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 webnaae
➢ If noncompliance with 02T.0305(fl 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? ® 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? ® 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 Permittin Be 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
➢ 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:
(Professional Engineer's name
Item III.1.)
that this application for
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: N CARP"",
cESS/n'/-9
3. Applicant's Certification per 15A NCAC 02T .0106(b):
Jnu.)W lylgki attest that this application for
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 00 a5,well as c1-6 penalties up to $25,000 per violation.
Signature: 41 Date: w 4 - 2ini2cy
FORM: FTA 04-16 Page 5 of 5

State of North Carolina
ik\
Division of Water Resources
Entity Requesting Allocation:
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Town of Beaufort
Project Name for which flow is being requested:
Beau Coast Phase 5
More than one FTSE may be required for a single project if the owner of the WWTP is not responsible for all puunp
stations along the route of theproposed wastewater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Beaufort WWTP
b. WWTP Facility Permit#: NC0021831
AlI flows are in MGD
c. WWTP facility's permitted flow 1.5000
d. Estimated obligated flow not yet tributary to the WWTP 0.2601
e. WWTP facility's actual avg. flow 0.7678
f. Total flow for this specific request 0.031
g. Total actual and obligated flows to the facility 1.0279 (See note on Page 2)
h. Percent of permitted flow used 68.5
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
Average Approx. Obligated,
Pump Pump Daily Current Not Yet Total Current
Station Station Firm Flow** Avg. Daily Tributary Flow Plus
(Name or Permit Capacity, * (Firm / pf), Flow, Daily Flow, Obligated Available
Number) No. MGD MGD MGD MGD Flow Capacity***
22 WQ0038273 0.4464 0.1768 0.0074 0.0203 0.1059 0.0726
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):
Downstream Permit Number:
Page 1 of 6
FTSE 10-18

III. Certification Statement:
I John Day 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 certifies that the receiving collection system or treatment
works has adequate capacity tpL transport and treat the proposed new wastewater.
September 4, 2020
Signing Oficial Signature f Date
Town Manager
Title of Signing Official
NOTE:
The flow listed as being specific to this request is already part of the estimated flow not yet
tributary to the WWTP because of an agreement. More specifically, it is part of the overall
estimated flow because it is a component of 218,000 gallons per day (gpd) allocated to the
the Beau Coast and Front Street Village developments via a June 2008 pre -annexation
agreement. This agreement further apportions 140,174 gpd of that amount to the Beau
Coast subdivision with the remaining 77,826 gpd going to the Front Street Village
development. As such, the figure shown for the total actual and obligated flows is the sum
of the estimated obligated flow and the actual average flow [ 0.2601 MGD + 0.7678 MGD =
1.0279 MGD].
Page 2 of 6
FTSE 10-18

%0 WithersRavenet
Rio
Sanitary Sewer System Narrative
Beaufort East Village Development
Beau Coast Phase 5
Beaufort, Carteret County, NC
Site Location and Description
The purpose of this project is to construct the third phase known as Beau Coast Phase 5 of the
residential subdivision known as Beau Coast located in Beaufort, NC. This project is a part of the
larger residential subdivision that includes both Beau Coast and Beaufort East Village. Phase 5 of
Beau Coast encompasses constructing roadways, underground infrastructure, stormwater control
devices and 86 single family and multifamily lots. The property is owned by Blue Treasure, LLC.
Phase 5 drains to both Taylor Creek (SC) to the south and Turner Creek (SA) to the north via offsite
piping and ditch systems. The project is located in the White Oak River Basin (HUC
030203010503).
Currently the site is mostly woodlands with a few open areas consisting of bushes and grasses.
The surrounding area is mostly residential with Freedom Park and the Town of Beaufort's
wastewater treatment facility just to the north.
Sewer Design
The proposed sewer system includes the design and construction of approximately 2,285 LF of 8-
inch gravity sewer. This phase is not within the floodplain and no proposed gravity sewer is within
50 feet of any wetlands.
The 86 residential homes will connect to the proposed gravity sewer system that flows to an
existing manhole within Beau Coast Phase 1 and then will gravity flow to the existing Beau Coast
Phase 1 pump station. The pump station will then pump to the Town of Beaufort Wastewater
Treatment Plant (WQCS00102). The flow for these 86 homes was previously accounted for in the
existing pump station design. With this additional phase, the Phase 1 pump station's flow is
171,103 which includes a total of 261 onsite lots, 22 offsite lots, and Front Street Village (69,223
gpd). This final flow is the ultimate capacity of the pump station.
All proposed gravity sewer lines and manholes will be owned and maintained by the Town of
Beaufort.
This phase of the project proposes 30,960 gpd of sewer flow be added to the Treatment Plant,
which will put the plant's capacity up to 68.5% of its permitted flow.

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