WQ0042305_Application (FTSE)_20210120

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OWNER: GSEH LLC
DB: 3588 PG:1083
8-217- 23000
2408 CHARLES BLVD STE 3 GREENVILLE, NC 27858
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INV. (W) 25.06'
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EX. 12" DIP SANITARY SEWER
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OWNER: LANE, WILLIAM SAMUEL JR
DB: 3602 PG:808
8-217- 24000
10705 NC HIGHWAY 55 DOVER, NC 28526
LIMITS OF
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— 5' OFF ROW
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INV. (W) 23.41'
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OWNER: CRAVEN COUNTY
DB: 944 PG:181
8-217- 031
PO BOX 1128 NEW BERN, NC 28563
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OWNER: LANE/WILLIAM SAMUEL JR
/ DB. 3602 PG:808
217- 24002
1( 05 NC I WAY 55 W DOVER, NC 28526
CHECK DAM AND INLET PROTECTION
LOCATED AT STREAM CROSSING
CHECK DAM (TYP)
PROPOSED 12"
PVC C-900 DR-18
WATERLINE
RCP 36"
INV. (N) 20.00'
INV. (S) 19.85'
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INV. (W) 21.81'
INV. (E) 22.00'
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LIMITS OF
DISTURBANCE (TYP.)
406
24
OWNER: CRAVEN COUNTY \
8-217- 025
RAVEN ST NEW BERN, NC 28562
PROPOSED ROW
STA 16+17
1-12" TEE
2-12" GATE VALVES (E,N)
20 LF 12" C900 DR18 W/ RESTRAINED CAP (E)
68 LF OF 12" FUSIBLE PVC BY HDD
(MIN COVER 5')
OWNER: CRAVEN COUNTY FIREMANS ASSOCIATION
DB: 1978 PG:44
8-217- 7003
PO BOX 277 NEW BERN, NC 28563
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CPP 18"
INV. (W) 22.35'
INV. (E) 22.48'
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GRAPHIC SCALE
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80
1 inch = 40 ft.
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SEE WATER STA.
13+00 TO17+00
45' OF
41.51 LF 10" PVC @ 0.28%
RESTRAINED ---
PIPE
PROPOSED 12" PVC C-900 DR-18 —
WATERLINE
15
15
9+50
10+00
10+50
11+00
11+50
12+00
12+50
13+00
13+50
14+00
GRAVITY SEWER STA. 10+00 TO 17+00
WATER STA. 10+00 TO 13+00
14+50
15+00
15+50
16+00
16+50
17+00
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PROPOSED 12" PVC C-900 DR-18
RESTRAINED
WATERLINE
13+00
13+50
14+00
14+50
15+00
15+50
WATER STA. 13+00 TO 17+00
16+00
16+50
17+00
SCALE:
FM
No.
Revision
Date
By
Designer
LEP
Scale
AS NOTED
Drawn By
LEP
Date
DECEMBER 2020
Checked By
MCW
Job No.
03200292
New Bern
CRAVEN COUNTY INDUSTRIAL PARK
Craven County
North Carolina
PLAN AND PROFILE STA. 10+00-17+00
WithersRavenel
219 Station Road I Ste 101 I Wilmington, NC 28405 I t: 910.256.9277 I license #: C-0832 I www.withersravenel.com
Sheet No.
3

ellIliWithersRavenet
our People. Your Success.
January 20, 2021
Washington Regional Office
Division of Water Resources, DEQ
943 Washington Square Mall
Washington, NC 27889
Attn: Jamie Midgette
RE: Craven County Industrial Park Sewer Extension
WR# 03200292
Dear Mr. Midgette:
Enclosed you will find a Fast Track Application for the Craven County Industrial Park Sewer Extension. The
Craven County Industrial Park Sewer Extension project is the next phase of the Craven County Industrial
Park, Permit No. WQ0022348, granted in March 2003. There will be no flow requested with this
application. The flow will be requested as development in the park progress and each new structure applies
for subsequent permits.
The Craven County Industrial Park Sewer Extension project consist of 306 If of 10-inch PVC and 1315 If of
10-inch DIP gravity sewer. The design includes a bore and jack under a buffered stream and connects to
the existing manhole located on Executive Parkway near the parcel identified as PIN number 8-217-025.
This submittal package includes the fast track application form FTA 04-16, USGS location map, a check for
the application fee, and plans showing the proposed design.
Please contact me if you have any questions or need additional information concerning this project.
Sincerely
WithersRavenel
Lauren Pitzer, PE
Project Manager
115 MacKenan Drive I Cary, NC 27511
t: 919.469.3340 I f: 919.467.6008 I www.withersravenel.com I License No. C-0832
Cary I Greensboro I Pittsboro I Raleigh I 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
INSTRUCTIONS FOR FORM: FTA 04-16 & SUPPORTING DOCUMENTATION
This application is for sewer extensions involving gravity sewers, pump stations and force mains, or any combination that has been
certified by a profession& engineer and the applicant that the project meets the requirements of 15A NCAC 02T and the Division's
Minimum Design Criteria and that plans, specifications and supporting documents have been prepared in accordance with, 15A
NCAC 02T, 15A NCAC 02T .0300, Division policies and good engineering practices.
While no upfront engineering design documents are required for submittal, in accordance with 1SA NCAC 02T .0305(b), design
documents must be prepared prior to submittal of a fast track permit application to the Division. This would include plans, design
calculations, and project specifications referenced in 15A NCAC 02T .0305 and the applicable minimum design criteria. These
documents shall be available upon request by the Division.
Projects that are deemed permitted (do not require a permit from the Division) are explained in 15A NCAC 02T.0303.
Projects not eligible for review via the fast track process (must be submitted for full technical review):
➢ Projects that require an environmental assessment in accordance with 15A NCAC 1 C .0100;
➢ Projects that do not meet any part of the minimum design criteria (MDC) document;
➢ Projects that involve a variance from the requirements of 15A NCAC 2T;
➢ Pressure sewer systems utilizing septic tank -effluent pumps (STEPs) or simplex grinder pumps;
➢ STEP or simplex grinder pumps connecting to pressurized systems (e.g. force mains);
➢ Vacuum sewer systems.
General — When submitting an application, please use the following instructions as a checklist in order to ensure all required items
are submitted. Adherence to these instructions and checking the provided boxes will help produce a quicker review time and
reduce the amount of requested additional information. Failure to submit all required items will necessitate additional
processing and review time, and may result in return of the application. Unless otherwise noted, the Applicant shall submit
one original and one copy of the application and supporting documentation.
A. One Original and One Copy of Application and Supporting Documents
• Required unless otherwise noted
B. Cover Letter (Required for All Application Packages):
® List all items included in the application package, as well as a brief description of the requested permitting action.
➢ Be specific as to the system type, number of homes served, flow allocation required, etc.
> If necessary for clarity, include attachments to the application form.
C. Application Fee (All New and Major Modification Application Packages):
El Submit a check or money order in the amount of $480.00 dated within 90 days of application submittal.
➢ Payable to North Carolina Department of Environmental Quality (NCDEQ)
D. Fast Track (Form: FTA 04-16) Application (Required for All Application Packages):
® Submit the completed and appropriately executed application.
➢ If necessary for clarity or due to space restrictions, attachments to the application may be made.
❑ If the Applicant Type in Item I.2 is a corporation or company, provide documentation it is registered for business with
the North Carolina Secretary of State.
❑ If the Applicant Type in Item 1.2 is a partnership or d/b/a, enclose a copy of the certificate filed with the Register of
Deeds in the county of business.
® The Project Name in Item II.I shall be consistent with the project name on the flow acceptance letters, agreements, etc.
El The Professional Engineer's Certification on Page 5 of the application shall be signed, sealed and dated by a North
Carolina licensed Professional Engineer.
® The Applicant's Certification on Page 5 of the application shall be signed in accordance with 15A NCAC 02T .0106(b).
Per 15A NCAC 02T .0106(c), an alternate person may he designated as the signing official if a delegation Ietter is
provided from a person who meets the criteria in 15A NCAC 02T .0106(b).
INSTRUCTIONS FOR FORM: FTA 04-16 & SUPPORTING DOCUMENTATION Page 1 of 3

E. Flow Tracking/Acceptance Form (Form: FTSE 04-16) (If Applicable):
❑ Submit the completed and executed FTSE form from the owners of the downstream sewers and treatment facility.
➢ Multiple forms maybe required where the downstream sewer owner and wastewater treatment facility are different.
➢ The flow acceptance indicated in form FTSE must not expire prior to permit issuance and must be dated less than one
year prior to the application date.
➢ Submittal of this application and form FTSE indicates that owner has adequate capacity and will not violate G.S. 143-
215.67(a).
➢ Intergovernmental agreements or other contracts will not be accepted in lieu of a project -specific FTSE.
F. Site Maps (All Application Packages):
® Submit an 8.5-inch x 11-inch color copy of a USGS Topographic Map of sufficient scale to identify the entire project
area and closest surface waters.
➢ Location of the project (gravity sewer, pump stations & force main)
➢ Downstream connection points and permit number (if known) for the receiving sewer
® Innclude a street level map (aerial) showing general project area so that Division staff can easily locate it in the field.
G. Existing Permit (All Modification Packages):
❑ Submit the most recently issued existing permit.
❑ Provide a list of any items within the permit the Applicant would like the Division to address during the permit
modification (i.e., permit description, flow allocation, treatment facility, etc.).
H. Power Reliability Plan (Required if portable reliability option utilized for Pump Station):
❑ Per 15A NCAC 02T .0305(h)(1), submit documentation of power reliability for pumping stations.
➢ This alternative is only available for average daily flows less than 15,000 gallons per day
➢ It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant and is compatible
with the station. The Division will accept a letter signed by the applicant (see 15A NCAC 02T .0106(b)) or proposed
contractor, stating that "the portable power generation unit or portable, independently -powered pumping units, associated
appurtenances and personnel are available for distribution and operation of this pump 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. (Required at time of certification)
I. Certificate of Public Convenience and Necessity (All Application Packages for Privately -Owned Public Utilities):
❑ Per 15A NCAC 02T .0115(a)(1) provide the Certificate of Public Convenience and Necessity fi om the North Carolina
Utilities Commission demonstrating the Applicant is authorized to hold the utility franchise for the area to be served by
the sewer extension, or
❑ Provide a letter from the North Carolina Utilities Commission's Water and Sewer Division Public Staff stating an
application for a franchise has been received and that the service area is contiguous to an existing franchised area or that
franchise approval is expected.
J. Operational Agreements (Applications from HOA/POA and Developers for lots to be sold):
❑ Home/Property Owners' Associations
❑ Per 15A NCAC 02T .0115(c), submit the properly executed Operational Agreement (FORM: HOA).
❑ Per 15A NCAC 02T .0115(c), submit a copy of the Articles of Incorporation, Declarations and By-laws.
❑ Developers of lots to be sold
❑ Per 15A NCAC 02T .0115(b), submit the properly executed Operational Agreement (FORM: DEV).
For more information, visit the Division's collection systems website
INSTRUCTIONS FOR FORM: FTA 04-16 & SUPPORTING DOCUMENTATION Page 2 of 3

THE COMPLETED APPLICATION PACKAGE INCLDING ALL SUPPORTING INFORMATION AND
MATERIALS, SHOULD BE SENT TO THE APPROPRIATE REGIONAL OFFICE:
REGIONAL
OFFICE
ADDRESS
COUNTIES
SERVED
Asheville
Regional
Office
2090
Swannanoa,
(828)
(828)
US
296-4500
299-7043
Highway
North
Fax
70
Carolina
28778
Avery,
Clay,
Macon,
Rutherford,
Graham,
Buncombe,
Madison,
Swain,
Haywood,
McDowell,
Burke,
Transylvania,
Caldwell,
Henderson,
Mitchell,
Yancey
Cherokee,
Jackson,
Polk,
Water
Quality
Section
Fayetteville
Regional
Office
225
Fayetteville,
(910)
(910)
Green
433-3300
486-0707
Street
North
Fax
Suite
Carolina
714
28301-5094
Anson,
Montgomery,
Sampson,
Bladen,
Scotland
Moore,
Cumberland,
Robeson,
Harnett,
Richmond,
Hoke,
Water
Quality
Section
Mooresville
Regional
Office
610
Mooresville,
(704)
(704)
E.
663-1699
663-6040
Center
North
Avenue
Fax
Carolina
28115
Alexander,
Gaston,
Stanly,
Union
Iredell,
Cabarrus,
Lincoln,
Catawba,
Mecklenburg,
Cleveland,
Rowan,
Water
Quality
Section
Raleigh
Regional
Office
1628
Raleigh,
(919)
(919)
Mail
791-4200
788-7159
North
Service
Carolina
Center
Fax
27699-1628
Chatham,
Granville,
Northampton,
Warren,
Wilson
Durham,
Halifax,
Orange,
Johnston,
Edgecombe,
Person,
Lee,
Vance,
Franklin,
Nash,
Wake,
Water
Quality
Section
Washington
Regional
Office
943
Washington,
(252)
(252)
Washington
946-6481
975-3716
North
Fax
Square
Carolina
Mall
27889
Beaufort,
Currituck,
Jones,
Perquimans,
Lenoir,
Bertie,
Dare,
Pitt,
Martin,
Camden,
Gates,
Tyrrell,
Pamlico,
Greene,
Washington,
Chowan,
Pasquotank,
Hertford,
Craven,
Wayne
Hyde,
Water
Quality
Section
Wilmington
Regional
Office
127
Wilmington,
(910)
(910)
Cardinal
796-7215
350-2004
North
Drive
Fax
Carolina
Extension
28405
Brunswick,
Hanover,
Onslow,
Carteret,
Pender
Columbus,
Duplin,
New
Water
Quality Section
Winston-Salem
Regional
Office
450
Suite
Winston-Salem,
(336)
W.
300
776-9800
Hanes
Mill
North
Road
Carolina
27105
Alamance,
Davie,
Stokes,
Forsyth,
Surry,
Allegheny,
Watauga,
Guilford,
Ashe,
Rockingham,
Wilkes,
Caswell,
Yadkin
Davidson,
Randolph,
Water
Quality
Section
INSTRUCTIONS FOR FORM: FTA 04-16 & SUPPORTING DOCUMENTATION Page 3 of 3

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: City of New Bern (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: Mark Stephens, PE per 15A NCAC 02T .0106(b)
Title: City Manager
4. Applicant's mailing address: P.O. Box 1129
City: New Bern State: NC Zip: 28563-
5. Applicant's contact information:
Phone number: [phone] Email Address: [e-mail]
H. PROJECT INFORMATION:
1. Project name: Craven County Industrial Park Water and Sewer Expansion
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: Craven
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.13° Longitude: -77.16°
5. Parcel ID (if applicable): 8-217-24000
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Lauren Pitzer License Number: 049418
Firm: WithersRavenel
Mailing address: 219 Station Road, Suite 101
City: Wilmington State: NC Zip: 28405-
Phone number: [phone] Email Address: [e-mail]
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: New Bern Water Treatment Plant Permit Number: NC0025438
Owner Name: City of New Bern
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQ0040769 Downstream (Receiving) Sewer Size: 10 inch
System Wide Collection System Permit Number(s) (if applicable): WQCS00052
Owner Name(s): City of New Bern
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 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 I N/A
■
3. If the Applicant is a Home/Property Owners' Association, has an Operational Agreement (FORM: HOA) been attached?
4. Origin of wastewater: (check all that apply):
•
•
•
•
•
Residential Owned
Residential Leased
School / preschool / day care
Food and drink facilities
Businesses / offices / factories
5. Nature of wastewater :
•
•
•
•
•
Ycs IN No I2 N/A
Retail (stores, centers, malls)
Retail with food preparation/service
Medical / dental / veterinary facilities
Church
Nursing Horne
% Domestic/Commercial 100 % Commercial
•
•
•
•
•
% Industrial (See 15A NCAC 02T .0103(20))
�Is there a Pretreatment Program in effect? Yes
•
6. Has a flow reduction been approved under 15A NCAC 02T .0114(f)? ■ Yes a1 No
➢ If ves, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Car Wash
Hotel and/or Motels
Swimming Pool /Clubhouse
Swimming Pool/Filter Backwash
Other (Explain in Attachment)
•
No
Establishment
Type
(see 02T.011401)
Daily
Design
Flow
a,b
No.
of Units
Flow
Non
-Residential
(Use
unknown)
880
gal/ac
69
60,720
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
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.01 14] shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 60,720 GPD (per 15A NCAC 02T .01 14)
➢ Do not include future flows or previously pennitted 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

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches)
Length
(feet)
Material
10
306
PVC
10
1315
DIP
➢ 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
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: 0Longitude: - °
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):
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:
•
or
•
Portable power source with manual activation, quick -connection receptacle and telemetry - 15A NCAC 02T
.0305(h)(1)(C)
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 — (0213.0200 & 15A NCAC 02T .0305(f)):
1. Does the project comply with all separations found in 15A NCAC 02T .0305(f) & (g)
➢ 15A NCAC 02T.0305(f) contains minimum separations that shall be provided for 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
Class
II
private
impounded
or
public
reservoirs
water
supply
used
source, including
as a source of
drinking
any wells,
water
WS-I
waters
of Class
I or
100
feet
**Waters
high
water
classified
(or tide
elevation)
WS
(except
and
WS-I
wetlands
or
WS-V),
(see item
B,
SA,
IX.2)
ORW,
HQW,
or SB
from normal
50
feet
**Any
ditches
other
stream, lake,
impoundment,
or
water lowering
and
surface drainage
10 feet
ground
Any
building
foundation
5
feet
Any
basement
10 feet
slope
of
embankment
or cuts of
2 feet or more vertical
height
10 feet
Top
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(f) cannot be achieved.
➢ **Steam classifications can be identified using the Division's NC Surface Water Classifications webpage
➢ 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 a 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 2B.0202
4. Does the project require coverage/authorization under a 404 Nationwide or
individual permits or 401 Water Quality Certifications?
➢ Information can be obtained from the 401 & Buffer Permitting Branch
■
Yes /ZI No
5. Does project comply with 15A NCAC 02T.0105(c)(6) (additional permits/certifications)? ■ Yes 11 No
Per 15A NCAC 02T.0105(c)(6), directly 'elated 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 st•eambanks 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:
1, attest that this application for
(Professional Engineer's name from Application Item III.1.)
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 143-215.6B, 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 $25,000 per violation.
North Carolina Professional Engineer's seal, signature, and date:
3. Applicant's Certification per 15A NCAC 02T .0106(b):
1, MAVk 5 irPt.ikNJ( C rI r7 ✓,1-L e+'�
(Signature Authority's name & title from Application Item 1.3.)
0oU3Y O Uboo
000'°\,"\ C A R O°O
= oe oFESS/p °°y�o
° °
° °
�� SEAL (--Do$uSigned by:
049418 0./.,.
0 0 o
� °°°�/1/G l NE��' � �40FBFA10864DC...
°6.0.9 ENan.P ���. 2/112021
attest that this application for
has been reviewed by me and is accurate and complete to the best of my knowledge. 1 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:
Date: / f 27 202-1
FORM: FTA 04-16 Page 5 of 5

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting Allocation: City of New Bern
Project Name for which flow is being requested: Craven County IP Water and Sewer
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: City of New Bern
b. WWTP Facility Petinit #: NC0025348
All flows are in MGD
c. WWTP facility's permitted flow 6.500
d. Estimated obligated flow not yet tributary to the WWTP 0.609
e. WWTP facility's actual avg. flow 4.246
f. Total flow for this specific request 0.060
g. Total actual and obligated flows to the facility 4.915
h. Percent of permitted flow used 75.62%
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
Station
(Name or
Number)
LS No. 70
Firm
Capacity, *
MGD
0.432
(A)
Design
Average Daily
Flow**
(Farm / pf),
MGD
0.173
(1)
Approx.
Current Avg.
Daily Flow,
MGD
0.095
(C)
Obligated,
Not Yet
Tributary
Daily Flow,
MGD
0.060
(D)=(B+C)
Total Current
Flow Plus
Obligated
Flow
(F)=(A-D)
Available
Capacity***
0.155 0.018
* 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.
** Design Average Daily Flow is the firm capacity of the pump station divided by a peaking
factor (pi) not less than 2.5.
*** 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): New Bern WWTP
Downstream Permit Number: NC0025348
Page 1 of 6
FTSE 04-16

11I Certification Statement:
I Mark Stephens, City Manager 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.
Si j> ing Official Signature
1171 2-Z/
Date
Page 2 of 6
FTSE 04-16

■■ WithersRavene[
WIOur People. Your Success.
January 20, 2021
RE: Craven County Industrial Park Water & Sewer Extension
Fast Track Sewer Application
HIGH PRIORITY SEWER LINES
DESCRIPTION
SIZE
MATERIAL
LOCATION
aerial sewer
10"
DIP
Sta. 16+30
219 Station Road, Suite 101 I Wilmington, NC 28405
t: 919.469.3340 I www.withersravenel.com I License No. C-0832
Asheville I Cary I Greensboro I Pittsboro I Raleigh I Southern Pines I Wilmington

Shasteen, Heidi
From: Toppen, Sarah A
Sent: Monday, February 15, 2021 3:06 PM
To: Shasteen, Heidi
Subject: FW: [External] RE: Additional information needed to complete the Craven County
Industrial Park Water and Sewer Expansion
Attachments: Cover Letter.pdf; FTA Application.pdf; FTA-Page 4 #6 High Priority Lines.pdf; 3 PLAN
AND PROFILE STA. 10+00-17+00.pdf
Good afternoon Heidi,
Can we add this email and attachments to Laserfiche? This is from our Fast Track Collections program, permit #
WQ0042305 Craven County Industrial Park Water and Sewer Expansion. Let me know if you have any questions.
Thank you!!!
-Sarah
Sarah A Toppen
Environmental Specialist II
Division of Water Resources
Water Quality Regional Operations
252-948-3845 office
252-402-6155 mobile
[e-mail] Email
943 Washington Square Mall
Washington NC 27889
From: Toppen, Sarah A
Sent: Tuesday, February 9, 2021 3:04 PM
To: Tankard, Robert <[e-mail]>
Subject: FW: [External] RE: Additional information needed to complete the Craven County Industrial Park Water and
Sewer Expansion
Sarah A Toppen
Environmental Specialist II
Division of Water Resources
Water Quality Regional Operations
252-948-3845 office
252-402-6155 mobile
Sarah.Toppenncdenr.gov Email
943 Washington Square Mall
Washington NC 27889
1

From: Pitzer, Lauren <[e-mail]>
Sent: Monday, February 1, 2021 9:14 AM
To: Toppen, Sarah A <[e-mail]>
Cc: Tankard, Robert <[e-mail]>
Subject: [External] RE: Additional information needed to complete the Craven County Industrial Park Water and Sewer
Expansion
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
Report Spam.
Good morning Sarah,
Thank you for your call and email last week regarding the review of the Craven County Industrial Park Water and Sewer
Expansion Fast Track permit. Please see my responses to each comment below in red and the associated revised
documents. Please let me know if you need anything else. Thank you!
1. Please let me know if this permit has flow or will flow be in a different application? We have revised this permit
to include flow. This flow is an estimate and since future uses are unknown we used the standard 880 gal/acre.
The permit will be revised in the future once each lot is developed.
2. Is there a high priority line in this application? The application has that there is a high priority line but doesn't
have the additional information needed? If yes, please provide the details needed. There is a high priority line
located at 16+30 and is an aerial sewer. The plan has been revised slightly since the last submittal so I attached
the updated plan sheet. I also included a document summarizing the high priority line.
3. The cover letter and the application show to two different amounts of gravity line needed for this project. Which
is the correct amount of gravity line needed for this project? There is 306 LF of 10 in. PVC and 1315 LF of 10 in.
DIP. Both the cover sheet and the application have been updated to reflect this.
4. On page 5 of 5 on the application please list the Signatory Authority's name and title. Signatory Authority's
name and title have been added to the application.
Lauren Pitzer, PE
WithersRavenel
115 MacKenan Drive I Cary, NC 27511
Office: 919.469.3340 I Direct: 919.535.5138
[e-mail]
®© a
CONFIDENTIALITY AND NONDISCLOSURE
From: Toppen, Sarah A <Sarah.Toppen([e-mail]>
Sent: Monday, January 25, 2021 11:48 AM
To: Pitzer, Lauren <[e-mail]>
Cc: Tankard, Robert <[e-mail]>
Subject: Additional information needed to complete the Craven County Industrial Park Water and Sewer Expansion
Hello,
2

A review of the application and supporting documents for the subject application has been completed by this office. In
accordance with 15A NCAC 02T.0107, please provide the additional or revised information for the following comments:
General Review:
1. Please let me know if this permit has flow or will flow be in a different application?
2. Is there a high priority line in this application? The application has that there is a high priority line but doesn't
have the additional information needed? If yes, please provide the details needed.
3. The cover letter and the application show to two different amounts of gravity line needed for this project. Which
is the correct amount of gravity line needed for this project?
4. On page 5 of 5 on the application please list the Signatory Authority's name and title.
A response to the above comments is considered required in order to proceed with the review of the application and
issuance of the permit. If a complete response is not received within 30 days, the application and supporting documents
will be returned to you in accordance with 15A NCAC 02T.0107(e)(2).
If you have any questions, please let me know. Thanks!
Kind Regards,
Sarah
Sarah A Toppen
Environmental Specialist II
Division of Water Resources
Water Quality Regional Operations
252-948-3845 office
252-402-6155 mobile
Sarah.Toppen4ncdenr.gov Email
943 Washington Square Mall
Washington NC 27889
3