WQ0039862_Application (FTSE)_20180910

State of North Carolina
Department of Environmental Quality
Division of Water Resources
DWR
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
DlvWon of W.uer Resources FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number: L 00} Pl(to tx completed by DWR)
All items must be completed or the application will be returned
1. APPLICANT INFORMATION:
1. Applicant's name: Edeecombe County WSD 1 (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: Eric Evans per 15A NCAC 02T .0 10601
Title: County Manager
4. Applicant's mailing address: PO Box 10
City: Tarboro State: NC Zip: 27886-
5. Applicant's contact information:
Phone number: (2� 641-7834 Email Address: ericevans , edgecombeco.com
IL PROJECT INFORMATION:
1. Project name. Coming Sewer Utility Extension
2. Application/Project status: ❑ Proposed (New Permit) ® Existing Permit/Project
Or
Y
4-
�
If a modification, provide the existing permit number: WQ0039862 and issued date: 03J 9l2018
If new construction but part of a master plan, provide the existing permit number: WQ00
c
IS
C%i
o
3. County where project is Iocated: Edeecombe94
o
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.927739' Longitude:-77.658914'
W
.�
5. Parcel ID (if applicable): 3799-74-7201
(or Parcel ID to closest downstream sewer)
p
U
III. CONSULTANT INFORMATION:
1. Professional Engineer: William A. Larsen, PE License Number: 041415
Firm: The Wooten Company_
Mailing address: 301 West 14'h Street
City. Greenville State: NC Zip: 27834-
Phone number: [phone] Email Address: wtarsenathewootencompanv.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Tar River WWTP Permit Number: NCO030317
Owner Name: City of Rocky Mount
V. RECEIVING DOWNSTREAM SEWER INFORMATION (irdifferent than WWTF):
1. Permit Number(s): WQ Downstream (Receiving) Sewer Size: 72 inch
System Wide Collection System Permit Number(s) (if applicable): WQCS0001 I
Owner Name(s): City of Rocky Mount
FORM: FTA 04-16 Pagel of 5

V1. GENERAL REQUIREMENTS
I. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
❑ Yes ❑No ®NIA
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational A-,reenzaat�F -1;_C?�V-1 been attached?
[-]Yes [-]No ®NSA
3. If the Applicant is a Home. Propene Qwncrw' Association_ has an operational Abreement.(FORM: HOA) been attached?
❑ Yes ❑No ®N,A
4. Origin of wastewater: (check all that apply):
❑ Residential Owned ❑ RetaiI (stores, centers, malls) ❑ Car Wash
❑ Residential Leased ❑ Retail with food preparation/service ❑ Hotel and/or Motels
❑ School I preschool I day care ❑ Medical f dental I veterinary facilities ❑ Swimming Pool !Clubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming Pool;FiIter Backwash
® Businesses I offices/ factories ❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater: 0 % Domestic?Commercial 0 % Commercial
100 % Industrial (See 15A NCAC Q2T _0101 0 )
1Is there a Pretreatment Program in effect? ® Yes ❑ No
6. Has a flow reduction been approved under 15 A 'NCAC 02T .01 14� t}? ❑ Yes ® No
If yes, provide a cony of flow reduction annroval letter
7. Summarize wastewater generated by project:
Establishment Type (see 021.0114
Daily Design Flow °'U
No. of Units
Flow
Factory I
Per Industry gall
1
320,000 GPD
Factory 2
Per Industry gal/
1
10,000 GPD
gall
GPD
gal/
GPD
gali
GPD
gall
GPD
Total
330,000 GPD
a See 15A NCAC -02T _U 1 14fb)_ {d},del( 1 � and Ie)(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.01 141 shall
be determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 330,000 GPD (per 115A NCAC 0?T _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

M
n
1*1
VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
18 (Orginal)
2,550
PVC
30 (Orginal)
1,800
PVC
10 (Modification)
3,015
PVCiDIP
➢ 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: Kingsboro Industrial Park
2. Approximate Coordinates (Decimal Degrees): Latitude: 35.93316' Longitude:-77.65500-
3. Design flow of the pump station: 4_0 millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): IM gallons per minute at 180 feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches)
Length (feet)
Material
10 (Orginal)
6,670
PVC
6. Power reliability in accordance with 15A NCAC 02T _03 S(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 02'T .0305(f)):
O
1. Does the project comply with all separations found in ,15A NCAC 02T .03054) & i Lzi
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 private or public water supply source, including any wells, WS-1 waters of Class I or
Class 11 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)
36 inches
D 15A NCAC 0270305ty] contains alternatives where separations in 02T.U3051 cannot be achieved.
"Stream classifications can be identified using the Division's NC„Surface Water Classifications web1%L1_'e
D If noncompliance with 02T.0303.LO or W. see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ® Yes ❑ No
D See the Division's draft separation requirements for situations where separation cannot be meet
D 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?
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
® Yes ❑ No
D Wetland -related permits shall be requested, obtained, and adhered to for projects that impact wetlands or surface waters
D Information can be obtained from the 401 &-Buf lcr Permitting Branch
5. Does project comply with 15A NCAC 02T.0105(c)(6) (additional permits/certifications)?
® Yes ❑ No
Per 15A NCAC' 02T.0105.(cl{, 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 oF5

0
CERTIFICATIONS:
1. Does the submitted system comply with 15A NCAC 02T, the Minimum DCSIzR C'ritena for the Permitturn jy,�. f Pp Statin.n_;
and Force Mains (latest version and the Gravity Sewer Minirl_ In Design Criteria (latest version i as applicable?
® Yes ❑ No
If No, complete and submit the Variance'Altemative 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:
I, 0%t".6,Am A - LARS2:" I 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 143-215.613, 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):
=�ti UARp
f:
041415 =
13.Q.zOI1� -
NGINE Pg�
qM A. ...........
,
' 11j11,1I 11110%t
Eque- E V A i,.S S o o-r` H A"A 8-& IZ attest that this application for
(Signature Authority'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 not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
Signature: _
Date: 6l' -
FORM: FTA 04-16
Page 5 of

State of North Carolina
DWR
Division of Water Resources
Department of Environmental Quality
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting Allocation: Edgecombe County WSD 1
Project Name for which flow is being requested: Kingsboro Industrial Park Utilities Ext.
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: Tar River Regional WWTP
b. WWTP Facility Permit #: NCO030317
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
21.000
0.200
10.830
0.330
11.36
54.19%
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
Obligated,
Pump
Average Daily
Approx.
Not Yet
Total Current
Station
Firm Flow**
Current Avg.
Tributary
Flow PIus
(Name or
Capacity, ' (Firm 1 po,
Daily Flow,
Daily Flow,
Obligated Available
Number)
MGD MGD
MGD
MGD
Flow Capacity***
NONE
* 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 (pf) 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): Rocky Mount Collection System
Downstream Permit Number: WQCS00011
Page 1 of 6
FTSE 04-16

III. Certification Statement:
I Jonathan Boone 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 routertor&e w
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.
1-�•1S
Signing O ial SignaAwe Date
Page 2 of 6
FTSE 04-16

Description of Modification
The Sewer Permit currently submitted for approval by the NCDEQ is a modification of the
original Kingsboro Industrial Park Sewer Permit (WQ0039862) which was submitted in March
2018 and approved March 19 of 2018. The table below provides a summary of the sewer items
included in the original permit, the new sewer items to be added by the modification, and the
total number (length, manholes, flow, etc.) which will result.
Permit
Original (WQ0039862)
New/Modification
Total
18-inch: 2,550 LF
10-inch: 3,015 LF
10-inch: 3,015 LF
GraVity
30-inch: 1,800 LF
18-inch: 2,550 LF
Sewer
Total: 4,350 LF
30-inch: 1,800 LF
Total: 7,365 LF
Manholes
17
11
28
Force Main
10-inch: 6,670 LF
-
Kingsboro Industrial Park Main PS
Kingsboro Industrial Park Main PS
Pump
(4.0 MGD Peak Capacity, 1.6 MGD
(4.0 MGD Peak Capacity, 1.6 MGD
Station
Design Average Daily Flow, 2,800
_
Design Average Daily Flow, 2,800
GPM at 85-ft Head)
GPM at 85-ft Head)
Production
0.320 MGD (Triangle Tyre)
0.010 MGD (Corning
0.320 MGD (Triangle Tyre)
Flow
0.010 MGD (Corning Pharma.)
Pharma.)"
0.010 MGD (Corning Pharma.)
*The wastewater flow from Corning Pharmaceuticals was included in the estimated flaw for the
original Kingsboro Industrial Park permit. Therefore, no new flow is predicted.

A. DESCRIPTION OF PROJECT
Location of Project
The Kingsboro Industrial Park is located geographically within Edgecombe County. The Park is 67
miles east of Raleigh, 38 miles northwest of Greenville, and two hours from the Outer Banks. Major
transportation corridors include Highway US 64 and Interstate 95, which allow for strategic
accessibility to and from the East Coast's major markets. The proposed project will take place in the
parcels to the north of the Kingsboro Industrial Park, across U.S. Hwy. 64 Alt.
Sewer main installations will take place within county property and NCDOT right-of-way (below):
• U.S. Hwy. 64 Alt.
• New Hope Church Road/Dumbar Road.
Topography within the project area is generally flat to gently rolling, sloping between 0-5 percent.
Manmade drainage features such as swales and roadside ditches collect and remove runoff. The
proposed area of work, the Kingsboro Industrial Park, is made up of approximately 1,500 acres. The
sites are generally clear and open with trees adjacent to the area of work. A number of unnamed
tributaries run through the Park and lead into ponds of US Hwy. 64 Alt. or into the blue line stream,
Walnut Creek.
Figure 1: Vicinity Map
r
'nsor� o L'
J
Lky Mourn —�
L:
R„ — xur
/rmOtrrK frp.vm.r
M
sn.ra.d.e
0
W
Ta4n.
1]
hra
7
wnwm� r a'r na sys.
(J
CJ
Kingsboro Industrial Park �K
Page 11

- B. TYPE OF DEVELOPMENT
Gravity Sewer (Modification)
The proposed modified sanitary sewer project will consist of extending 3,015 LF of 10-inch gravity sewer
main with 11 manholes across U.S. Hwy. 64 Alt. from the park property to provide sewer service to a new
industry developing adjacent to the industrial park. At the time of the construction, the sewer main will
serve Corning Pharmaceuticals, which produces 0.010 MGD. All flow is anticipated to be
commercial/industrial in nature.
This extension will be in addition to the previously approved 4,300 LF of 18/30-inch gravity sewer main
with 15 manholes.
PumB Station & Force Mains
The new gravity sewer will convey wastewater flow to the Kingsboro Industrial Park Main Pump Station,
which has a build -out peak capacity of 4.0 MGD and a design average daily flow of 1.6 MGD (i.e. 2,800
GPM, pumps in parallel at 1,400 GPM each, at 85-ft Head). At this time, the pump station is still under
construction and will be located across Alt. U.S. Hwy. 64 inside the industrial park. The station will be
phased into its final buildout flow. The first phase will provide a capacity of 500 GPM to an existing 10-
inch force main; the second phase will provide a capacity of 1,400 GPM with a duplex pump through a
future 16-inch force main; and the final phase will result in an additional pump to a triplex pump station,
resulting in 2,800 GPM to a future 16-inch force main.
The proposed sanitary sewer project will transfer wastewater produced by Corning Pharmaceuticals along
Alt. U.S. Hwy. 64, to the Kingsboro Industrial Park Main Pump Station and proceed through the existing
10-inch force main until it reaches the Tar River Regional Wastewater Treatment Plant. Daily flow has
been previously included in the permit WQCS039862.
Treatment
Wastewater collected from the Kingsboro Industrial Park will be conveyed through a new collection
network to the 21-MGD Tar River Regional Wastewater Treatment Plant (WWTP), which is owned and
operated by the City of Rocky Mount. The current project will not include any improvements or direct
impacts to the City's treatment facility. All pretreatment will be completed by the future industries that
develop in the Park.
C. PERMIT MODIFICATION
The permit herein is a minor modification to original sewer permit for Kingsboro Industrial Park
(WQ0039862). The modification involves the addition of approximately 3,015 LF of 10-inch gravity
sewer main and I 1 manholes to the original estimate of 4,350 LF of 18- and 30-inch gravity sewer main
and 17 manholes. Flow allocation is expected to remain the same, as the original permit predicated
Corning Pharmaceuticals' wastewater flow in the conception of the permit.
Page 12