WQ0041877_Application (FTSE)_20200817

Permit Number W00041877
Program Category
Non -discharge
Permit Type
Gravity Sewer Extension, Pump Stations, 8 Pressure Sewer Extensions
Primary Reviewer
dean.hunkele
Coastal SWRuIe
Permitted Flow
Facil
Facility Name
Live Oak Commons
Location Address
Owner
Central Files: APS _ SWP
8/7/2020
Permit Tracking Slip
Status
Project Type
In review
New Project
Version
Permit Classification
A
Individual
Permit Contact Affiliation
Major/Minor Region
Minor Wilmington
County
Carteret
Facility Contact Affiliation
Owner Name
Owner Type
Town of Beaufort
Government - Municipal
Owner Affiliation
Everette S. Newton
Mayor
701 Front St
Dates/Events
Beaufort NC 28516
Scheduled
Ong Issue App Received Draft Initiated Issuance
7/27/2020
Regulated Activities

To:
NCDEQ-WATER QUALITY SECTION
127 CARDINAL DRIVE EXT
WILMINGTON, NC 28405
WE ARE SENDING YOU:
THE CULLIPHER GROUP, P.A.
ENGINEERING & SURVEYING SERVICES
HESTRON PLAZA TWO
151-A NC HWY 24
MOREHEAD CITY, NC 28557
RECEIVED
P:[phone]
F:(25522) 773-02433
JUL 2 7 2020
I
LETFER ®r T NSM��A L
11 fib f�
NCbEQ
WILMINGTON RO
DATE 2020, July 24
JOB NO. PM1070-11
ATTENTION DEAN HUNKELE
RE:
LIVE OAK COMMONS SUBDIVISION
BEAUFORT. CARTERET COUNTY
COPIES
DATE
NO.
DESCRIPTION
1
COVER LETTER
1/1
ORIGINAL AND COPY FTA 04-16 APPLICATION
1
FTSE 10-18 APPLICATION
1
APPLICATION FEE $480.00
1
USGS TOPO MAP
1
STREET LEVEL MAP
THESE ARE TRANSMITTED as checked below:
❑ For approval ❑Resubmit copies for approval
❑ For your use [—]Submit copies for distribution
❑ As requested ❑✓ For review and comment
❑ FOR BIDS DUE
❑ PRINTS RETURNED AFTER LOAN TO US
PLEASE CALL OR EMAIL WITH ANY QUESTIONS.
COPY TO
SIGNED GINGERY. TURNER, PE

R17CEIVE9
JUL 2 7 2020
THE CULLIPHER GROUP, P.A. NCDEQ
ENGINEERING & SURVEYING SERVICES WILMINGTON RO
July 9, 2020
NCDEQ
Wilmington Regional Office
Water Quality Section
127 Cardinal Drive Extension
Wilmington, NC 28405
RE: Live Oak Commons
Sewer Extension
Town of Beaufort, Carteret County
The enclosed submittal is for a public sewer extension to an 8-lot single family subdivision, located
on the north side of Live Oak Street in Beaufort, North Carolina. A flow of 3,840 GPD is requested for
the development. The extension is proposed via cut in manhole on an existing 8" public sewer main
located within the right of way of Live Oak Street and on the project side.
The following are included in the application package:
• Check in the amount of $480.00 • USGS Topographic Map
• FTA 04-16 • Street level map
• FTSE 10-18
If you have any questions or concerns please do not hesitate to contact me.
Sincerely,
NJ cJEGinger . Turner,
HESTRON PLAZA TWO
151-A NC HWY 24
MOREHEAD CITY, NC 28557
[phone]
SEAL
35970
�i� �oNGIN'
`•••,GeR Y.

State of North Carolina
DWR Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources ( p}� FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number: W (O '� (to be completed by DWR)
All items must be completed or the application will be returned
1. APPLICANT INFORMATION:
1. Applicant's name: Town of Beaufort (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: John Day per 15A NCAC 02T .0106(b)
Title: Town Manager
4. Applicant's mailing address: 701 Front Street
City: Beaufort State: NC Zip: 28516-
5. Applicant's contact information:
Phone number: [phone] Email Address: [e-mail]
11. PROJECT INFORMATION:
1. Project name: Live Oak Commons
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/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: WQ00
3. County where project is located: Carteret
4. Approximate Coordinates (Decimal Degrees): Latitude: 34.721 ° Longitude:-76.651°
5. Parcel ID (if applicable): N/A
(or Parcel ID to closest downstream sewer)
IiilCK�J►`�Y7LrA1�1►G�T►`I��]T7 IRi [i]i;p
1. Professional Engineer: Ginger Y. Turner, PE License Number: 36970
Firm: The Cullipher Group, PA
Mailing address: 151-A Highway 24
City: Morehead City State: NC Zip: 28557-
Phone number: [phone] 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

VL 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(20))
►,Is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Hasa flow reduction been approved under 15A NCAC 02T .0114(fl? ❑ Yes ® No
➢ If yes, provide a cony of flow reduction anoroval letter
7. Summarize wastewater generated by project:
Establishment Type (see 211.01140
Daily Design Flow a,"
No. of Units
Flow
4-Bedroom Single Family Residence
480 gal/day
8
3,840 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
3,840 GPD
a See 15A NCAC 02T .0114(b). (d). (e)(1) and (e)(22) 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 .0l 14(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: 3 840 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
8 170 SDR35
➢ 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
Vill. 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 timeftames, 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(i)):
1. Does the project comply with all separations found in 15A NCAC 02T .0305(f) & (g)
➢ 15A NCAC 02T.0305(fl contains minimum senarations that shall he nrnvided fnr sewer systems-
® Yes [—]No
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-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(g) contains alternatives where separations in 02T.0305(fl cannot be achieved.
➢ **Stream classifications can be identified using the Division's NC Surface Water Classifications weboage
➢ If noncompliance with 02T.0305( orb 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 213.0202
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)(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 pennits (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?
N 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:
6 I✓ o Ci'- y. Tl w
Engineer's name from Application 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. 1 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. _•gN�A11!�h���,_
North Carolina Professional Engineer's seal, signature, and date:
i' SEAL 'I
c 36970
���.Ci • •�NGINE�e'•. �Q•,•
'4r,,FR Y. J��r•
A..............................................................
3. Applicant's Certification per 15A NCAC 02T .0106(b): Cj 2q NZ020
that this application for
s name & title from'Application Item 1.3.)
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 a016_e�ceed $10,000 as well as civil penalties up to $25,000 per violation.
Signature:(/ 1/ h „�/ (� Date: O
FORM: FTA 04-16 Page 5 of 5

;z:,i ,,..,.,
Entity Requesting Allocation:
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
New Vision Trust Custodian FBO Walter D. Brady IRA
Project Name for which flow is being requested: Live Oak Commons.
More than one FTSE may be required for a single project 0he owner of the WWTP Is not responsible for all pump
stations along the route of theproposed waslewaterJlow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a• WWTP Facility Name: Town of Beaufort
b• WWTP Facility Permit #: NC 0021831
c. WWTP facility's permitted flow AiiJlows are in MGD
d. Estimated obligated flow not yet tributary to the WWTP (.Soo
e. WWTP facility's actual avg. flow 0.3 095
f. Total flow for this specific request 0.7717
g. Total actual and obligated flows to the facility 0.00384
h. Percent of permitted flow used I.0 F Se y
52.3 %
II. Complete this section for each pump station you are respo
wastewater flow. risible for along the route of this proposed
List pump stations located between the project connection point and the WWTP:
Pump Design (B) (C) (D)=(B+C) g )
Station Pump Average Obligated, ()� �'D
Station Firm Dail g ** Approx. Not Yet Total Current
(Name or Capacity Y Flow Not
Permit * ( Tributary Flow Plus
Number) No. MGD Firm / po, Avg. Daily Daily Flow, Obligated
PS U R WQCS00107— 0 6 y 8 MGD Flow, MGD MGD Available
o %s Flow Capacity***
--- _________ 0.07q U•oo�BY o.083 0. l76 _----
* The Firm Capacity (d se i'gu flow) of an --- —
Y Pnrnp that can be achieved with the largest pustation is defined— a h
maximum pumped flo�— p taken out of service.
** Design Average Daily Flow is the firm capacity of the pump station divided by a peaking factor
(PO not less than 2.5, per Section 2.02(A)(4)(c) of the Minimum Design Criteria. *** A Planning Assessment Addendum shall be attached
between the project connection for each pump station located
point and the WWTP where the Available Capacity is < 0.
Downstream Facility Name (Sewer): 7ewv dF
Downstream Permit Number: BCIiU Pott j'
lvQcsoolUZ
Page 1 of 6

III. Certification Statement:
I Sgm 8 E 4 V ? E 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 to transport and treat the proposed new wastewater.
7///Z0
Signing Official Signature Date
AsrIxr-/tIV7 Town/ ENGtNFEA
Title of Signing Official
Page 2 of 6
FTSF., 10-18