WQ0039862_Application (FTSE)_20200110

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 FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number: (to be completed by DWR)
All items must be completed or the allglication ►rill be returned
1. APPLICANT INFORMATION:
1. Applicant's name: Edgecombe Count WSD I (company, municipality, IIOA, 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 l.)A M-AC 021 0.06 b3
Title: County Manager
4. Applicant's mailing address: PO -Box 1D
City: Tarboro State: NC Zip: 27986-_
5. Applicant's contact information:
Phone number: (2 J 641-7834 Email Address: cricevinsiti)cdscCombeen.com
II. PROJECT INFORMATION:
1. Project name: Kingshnro Industrial Park „IItilitics Extension
2. AppIication/Project status: ❑ Proposed (New Permit) ® Existing Permit/Project
If a modification, provide the existing permit number: WQ0039862 and issued date: 03/19/2018
If new construction but part of a master plan, provide the existing permit number: WQ00
3. County where project is located' E-d&cs
ombe
4. Approximate Coordinates (Decimal Degrees): Latitude_ 935. 27739Longitude: -77__ ,658914°
5. Parcel ID (if applicable): 3799-74-7201
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer. William A. Larsen. P1- License Number: 041415
Firm. The Wnolen Company
Mailing address: 301 West 14' Street
City: Greenville State. NC Zip: 27834
Phone number: (ZL2) 757-1096 Email Address: wlarsen0thewoolencompany.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Tar River WWTP Permit Number- NCO0303 l7
Owner Name• City of Rocky Mount
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
I. Permit Number(s): WQ_ Downstream (Receiving) Sewer Size- 72 inch
System Wide Collection System PermitNumber(s) (if applicable)- WQCS0001 I
Owner Name(s): City of Rocky Mount
FORM: FTA 04-16 Page I of 5

VI. GENERAL REQUIREMENTS
L 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 1Develoyer's Operational Agreement (I OR\gI D1iV1 been attached?
❑ Yes ❑No ®NIA
3. If the Applicant is a I ls)n'.J:/I'roocrty Owners' Associaliurt,,has an Operational Agreement (fOR &I 110A) been attached?
❑ Yes ❑No ®NIA
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 i preschool I day care ❑ Medical ? dental / veterinary facilities ❑ Swimming Pool IClubhousc
❑ Food and drink facilities ❑ Church ❑ Swimming Pool/Filter Backwash
® Businesses � offices! factories ❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater: 0 % Domestic/Commercial 2 % Commercial
98 % Industrial (ticc =.' 1 VCAC: 027_0 103(20))
1 _--lols there a Pretreatment Program in effect? ® Yes (]No
6. Has a flow reduction been approved under 15A NCAC 02T .0114 (1)? ❑ Yes ® No
D it Ir ye9, provide a cony of flow reduction apprnval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02'1'.111 I4{f1)
Daily Design Flow a°
No. of Units
Flow
Triangle Tyre (Orginal)
Per Industry gall
1
320.000 GPD
Corning (Modification #1)
Per Industry gal/
1
10,000 GPD
ECC Training Center (Modification #2}
15 gallstudeni
400
6,000 GPD
gall
GPD
gal/
GPD
gal/
GPD
Total
336,000 GPD
a See I SA NCAC 02"T .01 14(b), (d).0 I 1 artd (c)(') 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 42A4).
b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table 1 SA NCAC: 02'I'.01 I41 shall
be determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project- 336,000 GPD (per 1 SA NCAC TI' m I '.-I)
D 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

VII.
VIII.
2.
3.
4,
5,
GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02'r .o3o5 & L4IDC (Gravity Sewers):
Summarize gravity sewer to be permitted:
Size (inches) i Length (feet) Material
I8 (Orginal)
I 2,550
30 (Orginat)
1,800
10 (Modification #1)
3,015
10 (Modification #2)
4,300
PVC
PVC
PVC/DIP
PVC
D Section II & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
D Section III contains information related to minimum slopes for gravity sewer(s)
D Oversizing lines to meet minimum slope requirement is not allowed and a violation of the bIDC
PUNIP STATION DESIGN CRITERIA (if Applicable) — 02T .0305 & NIDC Pum n tit:�liunrlForcc 31ain�
COMPLETE FOR EACH PU,NIP STATION LiCLUDED IN THIS PROJECT
Pump station number or name: ltiunahoru Ind:i areal Park I{lrgnrtlI
Approximate Coordinates (Decimal Degrees) Latitude: 35 433160 Longitude:-77.65500'
Design flow of the pump station: 440 millions gallons per day (firm capacity)
Operational point(s) of the pump(s): 500 gallons per minute at 180 feet total dynamic head (TDI1)
Summarize the force main to be permitted (for this Pump Station):
Size (inches)
Length (feet)
Material
10 (Orginai)
6,670
PVC
10 (Modification
#2)
715
PVC,RIDfP
6 Power reliability in accordance with I SA %Cm_' o 2 I
® Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .0305(h)(1)(B)
D Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
Z 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 - IS A NCAC 02T
.0305(h)(1)(C)
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry - I SA NCAC 02T .0305(h)(1)(C):
D 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_
D 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 timcframes, shall be
provided in the case of a multiple station power outage
FORM. FTA 04-16
Page 3 of 5
,)�k

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(f)):
I. Does the project comply with all separations found in l SANCAC 021'_.0305Cf� &-_( g
➢ 15A NCAC 02T 03050) contains minimum senarations that shall be nrovidcd for sewer systcniV
® Yes ❑ No
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below (vertical)
24 inches
Water mains (vertical -water over sewer includinS in benched trenches)
18 inches
Water mains (horizontal)
Reclaimed water lines (vertical - reclaimed over sewer)
10 feet
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
CIass II im ounded 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)
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
50 feet
10 feet
Any buildinF 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 interce for drains
5 feet
Any swimming pools
10 feet
Final earth grade (vertical)
36 inches
➢ 15A NCAC 02T,0305(y) contains alternatives where separations in 02T.0305(fl cannot be achieved.
D **Stream classifications can be identified using the Division's NC Surface Water Classifications weh a ,c
➢ 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
➢ 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 0211 ,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 & Butfcr Permitting Branch
5. Does project comply with I SA.NCAC 021- 0105(c)[(i) (additional permits/certifications)? ® Yes [:]No
Per 15A NCAC 0210105C (0), directly related environmental permits or certification applications arc 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 arc deemed "high -priority?"
Per I SA NCAC 02'C 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 tines shall be inspected by the permittee or its representative at least once every six -months and
inspections documented per ISA NCAC 02T.0403(a)(5) or the permitee's individual System -Wide Collection permit.
FORM. FTA 04-16 Page 4 of 5

X CERTIFICATIONS:
Does the submitted system comply with 15�' 02T, the _uai ;tf i;� etc i6 rnr +i�c i'z �a;;r;rr� nr" Jn m
�3i [I i,+iC47t ~:tanl'� tilltlf,l IY�i, iwi . and the t',rVLt!� �{�J:•ry�Itin;F }u�a �: _.yl�•'T_i�1;141 L.1 Iat�:Sl L ': ti1111'� 1 L
= i. _ a,s applicab&:?
® Yes ❑ No
If No. complete and submit the Varianec/Altem;1livas Design Etequest application (VADC 10-14) and supporting documents
for revie'N Ai iravu) of the rc+ urst is ice wired
dncuntcnis. irior to subiaaittal of the Fast Track Application ttnrl su ► iartin
2. Professional Engineer's Certification:
i, 1l'hil: fin A I arse-n PF attest that this application for
(professional Engineer's name from Application Item Ill.1.)
has been revte%ved by mu and is accurate cnrnpletc and consistent with the information supplied in the plans, specifications,
cnginecrinb ialculitLions, and all other supporting documentation to the best of my knowledge, 1 further attest that to the beat
Of my knowledge the proposed design has been pmpared in .accordance with she applicable regulations, Gravity Sewer
Minimum Deslgti Criteria Ibr Gra•:;ty Sevier, 03te-V version}, and the Minimum Design Criiella for the Fast -Track
Pernntting of Pump Slatioos and Irorce Mains C--tW,r version) Although other professionals may have developed certain
portions orthis submittal package, Inclusion of lh;st! materials under my signature and seal signifies that I have reviewed tilts
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 S10,000. as well as civil penalties up to $25,000 per violation.
North Carolina Professional Engineer's seal, signature, and date: H W
t
3. Applicant's Certification per 15A NCAC 027' _0106(b)-
- — attest that this application for
(Signature Atilhority's name & title from Application Item I.3)
has been reviewed by me and is accurate and complete to t:Rc hest of my knowledge. I under5tand that if all required parts of
this Ipp[icatloll are nett completed and that if all required iupportn[g documentation and an;achments are not included, this
application package is Subject to bung returned a, u:curnplctc 1 understand that any discharge of wastewater from this non-
disch,ugc system to :wrfnce waters ar 0V Land will resttll in an immediatea;nfarcement action that may include civil penalties,
injunctive relief, and/or criminal prosecution. I will make no claim against the Divis,on of Water Resources should a
condition orthis oerinit be violated. I also understand that if all required parts of this application packa6n! are not completed
and that if all required supporting information and attachments arc not included, this application package: will be returned to me as incomplete.
NOTE -- In accordance with General Statutes 143-215 6A and 143-215 6i3, 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 $25.000 per violation.
Signature, 11�C� rft �- Dafw I11$"12d ZO
FORM_ FTA 04-16
Page 5 of 5

Appendix D
Flow Tracking/Acceptance Form

State of North Carolina
Department of Environmental Quality
Division of Water Resources
t, t".. W , 4. Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation. _ Edg,ecombe County WSD 1
Project Name for which flow is being requested. Kin sboro Industria Park Utilities Ext.
More than one FTSE may he required for a single project if the owner of the IfWWTP 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
A11 lows are itt MGD
C. WWTP facility's permitted flow 21.000
d. Estimated obligated flow not yet tributary to the WWTP 0.539
e. WWTP facility's actual avg. flow 10.830
f. Total flow for this specific request 0.006
g. Total actual and obligated flows to the facility 11.375
h. Percent of permitted flow used 54.17%
Il. 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)
(t))-(B+C) (E)=(A-D)
Design
Obligated,
Pump
Pump
Average
Approx.
Not Yet
Total Current
Station
Station
Finn Daily Flow"
Current
Tributary
Flow Plus
(Name or
Permit
Capacity. 0 (Firm / pf),
Avg. Daily
Daily Flow,
Obligated Available
Number)
No.
MGD MGD
Flow, MGD
MGD
Flow Capacity***
The Firm Capacity (design flow) of any pump station is detiued as the maximum pumped flow
that can be achieved with the largest pump taken out orservice.
** Design Average Daily Flow is the firm capacity of the pump station divided by a peaking factor
(pf) not less than 2.5t 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)- Tar River Regional
Downstream Permit Number: NC 0030317
Page l of 5
FTS E 10- 18

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: Edgecombe County WSD I
Project Name for which flow is being requested: Kinisboro Industria Park Utilities�Ext.
More than one FTSE may be required for a single project if the owner of the WWTP is not responsible fur 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 #: N00030317
C. WWTP facility's permitted flow AlI, f Iows are in ttitGD
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
11. Complete this section for each pump station you are responsible for along the route of this proposed
wastewater flow.
List pump stations located between the project connection point and the WWTP:
Pump
Pump
Station
Station
Firm
(Name or
Permit
Capacity, "
Number)
No.
MGD
Kingsboro WQ00039862
4.000
(A)
(B)
(C)
(D)=(B+C)
(E)o(A-D)
Design
Average
Approx.
Obligated,
Total
Daily
Current
Not Yet
Current
Flow"
Avg. Daily
Tributary
Flow Plus
(Firm I pl),
Flow,
Daily Flow,
Obligated
Available
MGD
NIGD
NIGD
Flow
Capacity***
1.600
0.000
0.330
0.330
1.270
* 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
(pt) 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 NVWTP where the Available Capacity is < 0.
Downstream Facility Name (Sewer): Rocky Mount Collection System
Downstream Permit Number: WQCS0001 I
Page 1 of 6
1TSl: 10-I8

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: Edgecombe County WSD 1
Project Name for which flow is being requested: Kingsboro Industria Park Utilities Ext.
More than one FTSE maybe required far 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 #: NC0030317
All flows are in MGD
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
H. 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)
Design
Average
Approx.
Pump
Pump
Daily
Current
Station
Station
Firm Flow**
Avg. Daily
(Name or
Permit
Capacity, * (Firm I pl).
Flow,
Number)
No.
MGD MGD
MGD
(C) (D)=(B+C) (E)=(A-D)
Obligated.
Not Yet
Tributary
Daily Flow,
MGD
Kingsboro WQ00039862 4.000 1.600 0.000 0.330
Total
Current
Flow Plus
Obligated Available
Flow Capacity***
0.330 I.270
* The Ewan 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): Rocky Mount Collection System _
Downstream Permit Number: WQCS00011 �
Page 1 of 6
FrSE 10-18

Appendix E
Site Map

ttt. Certification Statement:
1 Eric Evans, Coanu "Vlana-tE. 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 It 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.
Cam`
Signing Official Signature
Title of Sig,hng Offiri. J
rllsl -2o ZO
Date
Page 2 of G
f`fSE l,i-lii

Appendix F
Existing Permit
WQ0039862

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i
Application for:
Kingsboro In.-} : strial Part{
Utilities Extensions
Modificatio- 2
Edgecombe County, North Carolina
Application Contents:
A. Cover Letter Alodi/ied
B. Application Fee
C. Fast Track Application Form (FTA 04-16) 1lodi ied
D. Flow Tracking/Acceptance Form (FTSE 04-16) :11odi/ied
E. Site Map
F. Existing Permit
G. Power Reliability Plan (Not Applicable)
H. Certificate of Public Convenience and Necessity (Not Applicable)
I. Operational Agreements (Not Applicable)
January 2020
f .
THE WOOTEN COMPANY
301 West 14th Street, Greenville. NC 27834
Firm License: F-0115
TWC Project No. 2488-GX

Appendix A
Cover Letter

Project Narrative for the
K{in sboro Industrial Park
Sewer Extension
Edgecombe County, North Carolina
Modification 2
JANUARY 2020
Prepared By:
THE WOOTEN COMPANY
301 West 14th Slreel, Greenville NC V834
Firm License: F-0115
TWC Project No. 2488-GX

A. DESCRIPTION OF PROJECT
Location of Project
The Kingsboro Industrial Paris is located geographically within Edgecombe County. The Park i, 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 Last Coast's major markets,
Sewer main installations will take place within county property and NCDOT right-of-way (below);
• Alt. U.S. Hwy. 64
Topography within the project area is generally nit 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 Alt. US Hwy. 64 or into the blue line stream,
Walnut Creek.
a
Figure l: Vicinity Njap
Page �I

Appendix B
Application Fee

B. TYPE OF DEVELOPMENT
Gravity Sewer
The proposed sanitary sewer project will consist of extending 2,550 LF of 18-inch and 1,800 LF of 30-inch
gravity sewer main with 17 manholes into the park property to increase sewer accessibility to the industrial
park. At the time of the construction, the sewer main will serve Triangle Tyre, a Chinese tire
manufacturing company, and Corning Pharmaceuticals, which together produce about 0.320 NIGD and
0.010 MGD, respectively. All now is anticipated to be commercial/industrial in nature. It is also proposed
that the 10-inch gravity main rumrunc alum, Highway 64 be extended to .urve iuiure custorners do%kn to
I [arts ,Mill Run Road, flits extension %gill consist of approcimatcly 4,300 l 1• of 10-inch PVC gravity main
and approximately 10 n-cw manhol4s. This extension is to ;ervc the FCC I raining-, Center and %ail' produce
approximately 0 00f; NIGD. This trairi+n l Lentar %%ill aid in t,aching ;tu�lcnt, the skit., and Join performance
needed to work and succeed at the industries within the Kin,,shoro Induitrtal I'ark
Ntnip Station & Force Mains
A new wastewater pump station, with a build -out peak capacity of 4.0 NIGD and a design average daily
flow of 1.6 NIGD (i.e. 2,800 GPM, pumps in parallel at 1,400 GPht each, at 85-ft [lead), will be
constructed next to Alt. U.S. Hwy. 64 The station will be phased into its final buildout flow, The first
phase will provide a capacity of 500 GPNI 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 GPNI to a future 16-tnch force
main,
The proposed sanitary sewer project is dictated as a portion of the temporary transmission system until the
second phase of the sewer system can be designed, constructed and certified. Currently, the line will serve
as Phase 1 and will consist of extending 6,670 LF of 10-inch force main along Alt. U.S. Hwy. 64, which
will serve as an emergency bypass for the existing QVC Blvd. pump station, and proceed through the
existing 10-inch force main until it reaches the Tar River Regional Wastewater Treatment Plant.
Due to a NCDOT road widenmv pralccl alon- lhglmay- 6-1, it i; proposed that 715 LF of pre�it�tt,1}
permitted 11V( and RJDIP 10-inch force main be relncat.d in anticrp,uron ul"the nLti% nghi-of'titian %�rth nQ:
chariRe in capacity or demand.
Treatment
Wastewater collected from the Kingsboro Industrial Park will be conveyed through a new collection
network to the 21-NIGD 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- Al. pretreatment will be completed by the future industries that
develop in the Park.
P-teti 12