WQ0037620_Application (FTSE)_20150224

M
INC.
MCDAVID ASSOCIATES, INC.
Engineers • Planners • Land Surveyors
CORPORATE OFFICE
[phone] • Fax [phone]
E-mail [e-mail]
3714 N. Main Street • P.O. Drawer 49
Farmville, NC 27828
Mr. Al Hodge
Environmental Regional Supervisor
Washington Regional Office
Division of Water Quality
943 Washington Square Mall
Washington, North Carolina 27889
Subject:
Dear Mr. Hodge:
February 3, 2015
GOLDSBORO OFFICE
[phone] • Fax [phone]
E-mail: [e-mail]
109 E. Walnut Street • P.O. Box 1776
Goldsboro, NC 27533
RECEIVED/NCDENR/DWR
FEB 24 2015
.1:2er-*iorr ^,«rylnrs
elieletteigeon Regional Moe
Fast Track Application
Foodliner Property
Fork Township Sanitary District
Wayne County, NC
A request has been made by the owner of the Foodliner property for connection to the central
sewer system owned, operated and maintained by the Fork Township Sanitary District. An existing six
(6) inch force main runs parallel along NC SR 1236/Rosewood Road on the opposite side of the road
from the property. Service to the property can be made via pump station and force main.
The property has long been a convenience store with food preparation served by an on -site septic
system. A 1,750 SF portion of the existing building is undergoing renovations to reopen as a
convenience store with food preparation. Also, the Owner has plans to construct an office building
adjacent to the existing building that will serve an existing 50-unit self -storage facility to the rear. The
office will be staffed by one (1) full time employee.
Projected daily sewer flow from the site based on 2T rules will be 1,100 gallons (Convenience
Store with Food Preparation - 60 gpm/100 SF * 1,750 SF = 1,050 gpd + Self Storage Office - 1
gpd/storage unit * 50units = 50 gpd)..
Please find attached the following items supporting this application:
1. Fast -Track Application (FTA 08-13)
2. Check in the amount of $480.00 from Wells Fargo Advisors, LLC (Check No. 026209781,
dated 01 /27/ 14)
3. Flow Tracking/Acceptance for Sewer Applications Form completed by Fork Township
Sanitary District to address their downstream pump station
4. Flow Tracking/Acceptance for Sewer Applications Form completed by City of Goldsboro to
address their downstream pump stations and their acceptance of the flow at the WWTP
\\G-G4S01005\DEG\2015 1 150203
FTSD-CN228-Foodliner-FTA-LTR.docx

J
5. USGS Topographic Map
6. Aerial and Street Level Views
7. Design Notes supporting Fast Track Application
Please process the Fast Track Application as soon as possible. Should you have any questions, do
not hesitate to call me.
Sincerely,
ASSOCIATES, INC.
David E. Gurley, I ; P.E.
Goldsboro Office
DEG:
Attachments
cc: FTSD (w/attach)
M
\\G-G4S1D 1005\DEG\2015 2
FTSD-CN228-Foodliner-FTA-LTR.docx
INC

DWR
Division of Water Resources
State of North Carolina
Department of Environment and Natural Resources
Division of Water Resources
FAST -TRACK APPLICATION (FTA 08-13)
for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS
General — When submitting this 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.
For more information, visit the Surface Water Section's Collection Systems website or;
contact the Regional Office serving your county
Unless otherwise noted, the Applicant shall submit one original and one copy of the application and supporting
documentation to the appropriate Regional Office (see page 3).
A. Cover Letter:
❑ Include a brief project narrative describing the final design (i.e system and/or pump station to ultimately
serve 500 homes, but flow for only 100 homes being requested now). For modifications, clearly explain
the reason for the modification (i.e. adding another phase, changing line size, length, etc).
B. Application Form (FTA 08-13):
❑ Submit the completed and appropriately executed Fast -Track (FTA 08-13) Application. Any
unauthorized content changes to this form shall result in the application being returned. If necessary
for clarity or due to space restrictions, attachment to the application may be made, as long as the
attachments are numbered to correspond to the section and item to which they refer. You do not need
to submit detailed plans and specifications unless you respond NO to item B(13).
❑ The Professional Engineer's Certification of the application shall be signed, sealed and dated by a
North Carolina licensed Professional Engineer.
❑ The Applicant's Certification of the application shall be signed in accordance with 15A NCAC 02T
.0106(b). Per 15A NCAC 02T .0106(c), an alternate person may be designated as the signing official if
a delegation letter is provided from a person who meets the criteria in 15A NCAC 02T .0106(b).
C. Application Fee:
O Submit a check in the amount of $480 to: North Carolina Department of Environment and Natural
Resources (NCDENR).
➢ Checks shall be dated within 90 days of application submittal.
D. Certificate of Public Convenience and Necessity (For Privately -Owned Public Utilities Only):
❑ Per 15A NCAC 02T .0115(a)(1), provide two copies of the Certificate of Public Convenience and
Necessity from 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 two copies of 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.
❑ The project name in the CPCN or letter must match that provided in Item A(2)a of this application.
E. Operational Agreements (For Home/Property Owners' Associations and Developers of lots to be sold):
➢ Home/Property Owners' Associations
❑ Per 15A NCAC 02T .0115(c), submit the properly executed Operational Agreement (HOA 08-13).
❑ 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 (DEV 08-13).
Even if the project may be turned over to a municipality upon completion, Form DEV 08-13 is required.
INSTRUCTIONS FOR APPLICATION FTA 08-13 & SUPPORTING DOCUMENTATION Page 1 of 6

F. Downstream Sewer, WWTF Capacity and Flow Tracking/Acceptance Form (FTSE 08-13)
❑ Submit the completed and appropriately executed Flow Tracking/Acceptance for Sewer Extension
Permit (FTSE 08-13) Form for all applications.
➢ The applicant (and owners of downstream sewers, pump stations and/or treatment facilities submitting
form FTSE 08-13 certifies that the addition of the volume of wastewater to be permitted in this project
has been evaluated along the route to the receiving treatment plant, and that the flow from this project
will not cause capacity related sanitary sewer overflows or overburden any downstream pump station
en route to the receiving wastewater treatment plant.
➢ Where the applicant is not the owner of the downstream sewer, submit two copies of form FTSE 08-13
from the owner of the downstream sewer and owner of the WWTF, if different.
➢ The flow acceptance indicated in form FTSE 08-13 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 08-13 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 08-13.
G. Site Map (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. Each map must include at a minimum:
➢ The location of the sewer line and pump stations and be of reproducible quality.
➢ Downstream connection points and the permit number for the receiving sewer (if known)
➢ Pump Station Locations and the longitude and latitude for each pump station (if applicable)
El Include a street level map showing all relevant project areas.
H. Stream Classification (WSCAS 08-13)
El Submit the completed and appropriately executed Watershed Classification Attachment form
(WSCAS 08-13) if any portion of the sewer system project is within 100 feet of any surface water or
wetlands.
➢ A variance must be requested for encroachment within required setbacks or buffers pursuant to 15A
NCAC 02T .0305(f)
I. Environmental Assessments (Projects subject to an Environmental Assessment (EA)):
➢ Projects involving an Environmental Assessment per 15A NCAC 01 C .0408, must be submitted for a
full technical review and must be submitted to the PERCS Unit on application forms provided by the
Division.
J. Alternative Sewer Systems
➢ Projects involving low pressure sewer systems, vacuum sewer systems and other altemative sewer
systems must be submitted for a full technical review and must be submitted to the PERCS Unit on
application forms provided by the Division.
K. Flow Direction
➢ Many wastewater treatment systems are entering into agreements for regionalization efforts and
emergency treatment capacity. Parts of the system are installed so that the wastewater flow can be
directed to more than one treatment facility. If this is the case with the project, please indicate in B(12)
and give the permit number of the second facility.
L. Certifications — Section C
➢ The application must be certified by both the applicant and the design engineer who is a North Carolina
Registered Professional Engineer (PE). The applicant signature must match the signing official listed in
Item A(1 b). The PE should NOT certify the application if he/she is unfamiliar with 15A NCAC Chapter
2T, The Gravity Sewer Minimum Design Criteria (most recent version) and the Minimum Design Criteria
for the Permitting of Pump Stations and Force Mains (most recent version), as applicable to the project.
INSTRUCTIONS FOR APPLICATION FTA 08-13 & SUPPORTING DOCUMENTATION Page 2 of 6

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
Water Quality Section
2090 US Highway 70
Swannanoa, North Carolina 28778
[phone]
[phone] Fax
Avery, Buncombe, Burke, Caldwell, Cherokee,
Clay, Graham, Haywood, Henderson, Jackson,
Macon, Madison, McDowell, Mitchell, Polk,
Rutherford, Swain, Transylvania, Yancey
Fayetteville Regional Office
Water Quality Section
225 Green Street Suite 714
Fayetteville, North Carolina 28301-5094
[phone]
[phone] Fax
Anson, Bladen, Cumberland, Harnett, Hoke,
Montgomery, Moore, Robeson, Richmond,
Sampson, Scotland
Mooresville Regional Office
Water Quality Section
610 E. Center Avenue
Mooresville, North Carolina 28115
[phone]
[phone] Fax
Alexander, Cabarrus, Catawba, Cleveland,
Gaston, Iredell, Lincoln, Mecklenburg, Rowan,
Stanly, Union
Raleigh Regional Office
Water Quality Section
1628 Mail Service Center
Raleigh, North Carolina 27699-1628
[phone]
[phone] Fax
Chatham, Durham, Edgecombe, Franklin,
Granville, Halifax, Johnston, Lee, Nash,
Northampton, Orange, Person, Vance, Wake,
Warren, Wilson
Washington Regional Office
Water Quality Section
943 Washington Square Mall
Washington, North Carolina 27889
[phone]
[phone] Fax
Beaufort, Bertie, Camden, Chowan, Craven,
Currituck, Dare, Gates, Greene, Hertford, Hyde,
Jones, Lenoir, Martin, Pamlico, Pasquotank,
Perquimans, Pitt, Tyrrell, Washington, Wayne
Wilmington Regional Office
Water Quality Section
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
[phone]
[phone] Fax
Brunswick, Carteret, Columbus, Duplin, New
Hanover, Onslow, Pender
Winston-Salem Regional Office
Water Quality Section
585 Waughtown Street
Winston-Salem, North Carolina 27107
[phone]
[phone] Fax
Alamance, Alleghany, Ashe, Caswell, Davidson,
Davie, Forsyth, Guilford, Rockingham, Randolph,
Stokes, Surry, Watauga, Wilkes, Yadkin
INSTRUCTIONS FOR APPLICATION FTA 08-13 & SUPPORTING DOCUMENTATION Page 3 of 6

USE THE TAB KEY TO MOVE FROM FIELD TO FIELD
Application Number: , w �f , O, , rQ 7 2
(to be completed by DW R)
Z
0
I• —
a
2
0
LL.
Z
Z
0
QTelephone
V
J
CL
C'
a
Q
•
1. Owner/Permittee:
la. Fork Township Sanitary District
Full Legal Name (company, municipality, HOA, utility, etc.)
lb. Henry Braswell, Chairman
Signing Official Name and Title
1 c. The legal entity who will own this
(Please
system
review 15A NCAC 2T .0106 (b) for authorized
signing officials)
is:
Private
Partnership
le.
lg.
1j.
2b.
• Individual • Federal ■ Municipality
■ State/County ■
• Corporation Other (specify): San.Dist
ld. P.O. Box 1515
Goldsboro
Mailing Address
1 f. NC
City
27533
State
1 h. 919-736-2551 1 i. 919-735-6565
Zip Code
[e-mail]
Facsimile
2. Project (Facility) Information:
E-mail
Wayne
2a. Foodliner Sewer
Brief Project Name (permit will
3. Contact Person:
refer to this name)
County Where Project is Located
3a. Tony McCabe
Name and Affiliation of Someone Who Can Answer Questions About
3b. 919-736-2551
3c. [e-mail]
this Application
Phone Number
E-mail
Z
0
%—
<
re
0
LL
Z
l-
2
Ce
W
a
CO
1. Project
is r New • Modification
(of
an existing permit)
If Modification, Permit No.:
2. Owner
B(3))
(go to Item 2(a))
is @ Public (skip to Item
• Private
2a. If private,
applicant will be:
Retaining Ownership (i.e. store, church, single office, etc.) or
units (lots, townhomes, etc. - skip to Item B(3))
units (lots, townhomes, etc. - go to Item B(2b))
2b.
If sold, facilities
owned by a (must choose one)
(Instruction D)
Assoc./Developer (Instruction E)
•
■ Public Utility
• Leasing
• Homeowner
■ Selling
3. City of Goldsboro
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
4a. Goldsboro WWTP 4b. NC 0023949
5a. Fork
District
WW
TF of WWTF Permit No.
Township Sanitary
5b. 6"
■ Gravity
►Z� Force
(Stores,
Home
(specify):
this particular
allocations
will
Main
shopping
c. Unknown
Receiving
(check
Sewer Size
all that apply):
Owner
6. The
of Downstream Sewer
origin of this wastewater is
Residential Subdivision
Apartments/Condominiums
Mobile Home Park
School
Restaurant
Office
of wastewater to be allocated
Permit # of
centers)
Downstream Sewer (Instruction F)
100% Domestic/Commercial
■
J Retail
•
• Institution
• Hospital
% Industrial
IN
(Attach Description)
% Other
•
• Church
•
• Nursing
• Other
or permitted for
•
(Attach Description)
gallons per day
7. Volume
*Do
8. If the
be permitted
project: 1,100
not include future flows or previously
permitted flow is zero, indicate why:
Pump Station, Outfall or Interceptor
Flow has already been allocated in
Rehabilitation or replacement of existing
(see 15A NCAC 02T .0303
permitted
Line where flow
Permit No.
in subsequent
permits that connect to this line
•
■
•
sewer with
to determine
no new flow expected
if a permit is required)
FTA 08-13 APPLICATION
Page 4 of 6

Cl
W
Z
9. Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2T .0114 for
the value in Item B(7) AND/OR the design flow for line or pump station sizing if a reduced or zero flow is being requested in
Item B(7). Values other than that in 15A NCAC 2T .0114 (b) and (c) must be supported with actual water or wastewater use
data in accordance with 15A NCAC 2T .0114 (f).
Proposed facility is a 1,750 SF convenience store with food preparation and an office building with one full time employee
to serve an existing self -storage facility, From 15A NCAC 02T .0114, daily flow is projected to be
60 gpd/100 SF floor space *1,750 SF/100 SF = 1,050 gpd + 1 gpd/unit * 50 units = 50 gpd Total = 1,100 gpd
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches)
1.25
Length (feet)
New Gravity or Additional
Force Main
240 Force Main
1— 11. Summary of Pump Stations w/ associated Force Mains to be Permitted (attach additional sheets as necessary)
Z
O Pump Station Location ID: 1 (self chosen - as shown on plans/map for reference)
V
Longitude: 35.413098 Latitude: -78.071423
Z
0
Design Flow Operational Point Power Reliability Option
Q (MGD) GPM @TDH 1 - permanent generator w/ATS; Force Main Size
E 2 - portable generator w/MTS
IY
O 0.0011 13.5 @ 28' 2 1.25" 240
LL
Z Pump Station Location ID: (self chosen - as shown on plans/map for reference)
Force Main Length
B. PERMIT
Longitude: Latitude:
Design Flow
(MGD)
Operational Point
GPM @TDH
Power Reliability Option
1 - permanent generator w/ATS;
2 - portable generator w/MTS
Force Main Size
Force Main Length
12. Will the wastewater flow in the proposed sewer lines or pump stations be able to be directed to another treatment facility?
❑ Yes ® No If Yes, permit number of 2nd treatment facility :
(RO — if "yes" to B,12 please contact the Central Office PERCS Unit)
13. Does the sewer system comply with the Minimum Design Criteria for the Permitting of Pump Stations and Force Mains
(latest version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC Chapter 2T as applicable?
Yes ❑ No If No, please reference the pertinent minimum design criteria or regulation and indicate why a
variance is requested. SUBMIT TWO COPIES OF PLANS, SPECIFICATIONS OR CALCULATIONS
PERTINENT TO THE VARIANCE WITH YOUR APPLICATION
FTA 08-13 APPLICATION Page 5 of 6

14. Have the following permits/certifications been submitted for approval for the system or project to be served?
Wetland/Stream Crossings - General Permit or 401 Certification?
Sedimentation and Erosion Control Plan?
Trout Buffer Waiver?
Stormwater?
❑ Yes ❑ No ® N/A
❑ Yes ❑ No Z N/A
❑ Yes ❑ No ®N/A
❑ Yes ❑ No Z N/A
15. Does this project include any high priority lines (15A NCAC 02T .0402 (21) involve aerial lines, siphons, or interference
manholes)? These lines will be considered high priority and must be checked once every six months
Check if Yes: ❑ and provide details:
1.
1 a.
Owner/Permittee's Certification: (Signature of Signing Official and Project Name)
1, Henry Braswell, Chairman , attest that this application for Foodliner Sewer
_ 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. Note: In accordance with North Carolina
General Statutes 143-215.6A and 143-215.68, any person who knowingly makes any false statement, representation, or
certification in any application 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.
Signing Official Signature
Date
ENGINEERING DESIGN DOCUMENTS MUST BE COMPLETED PRIOR TO SUBMITTAL OF THIS
APPLICATION. THESE DOCUMENTS MUST INCLUDE PLAN AND PROFILE OF SEWERS, THEIR PROXIMITY
TO OTHER UTILITIES, DESIGN CALCULATIONS, ETC. REFER TO 15A NCAC 02T .0305
2. Professional Engineer's Certification: (Signature of Design Engineer and Project Name)
1, David E. Gurley, III, P.E. ,attest that this application for Foodliner Sewer
_ has been reviewed by me and is accurate, complete and consistent with the information in the engineering plans,
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 adopted February 12, 1996, and the Minimum Design Criteria for the Fast -
Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 and the watershed classification in accordance
with Division guidance. 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 NC General Statutes 143-215.6A and 143-215.68, any
person who knowingly makes any false statement, representation, or certification in any application shall be guilty of a
Class 2 misdemeanor which may include a fine not to exceed $10,000 as well as civil penalti25,000 per
2a. David E. Gurley, III
Professional Engineer Name
2b. McDavid Associates, Inc.
Engineering Firm
2c. P.O. Box 1776
Mailing Address
2d. Goldsboro 2e. NC
City State
2g. 919-736-7630 2h. 919-735-7351 2i. [e-mail]
Telephone Facsimile E-mail
2f. 27533
Zip
�till►1/ ,2�3
�'��Ss�104, y�i
9'
zx SEAL r: _
:. 22956
O
•
/0; SZRA Gv�\�
NC PE Seal, Signature & Date
FTA 08-13 APPLICATION Page 6 of 6

Division of Waxer Resources
State of North Carolina
Department of Environment and Natural Resources
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 08-13)
Project Applicant Name: Fork Township Sanitary District
Project Name for which flow is being requested: Foodliner
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:
b. WWTP Facility Permit #:
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
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 Plus
(Name or Capacity,* (Firm / PO, Daily Flow, Daily Flow, Obligated Available
Number) MGD MGD MGD MGD Flow Capacity***
PS #1
0.576 0.230 0.021 0.000 0.021 0.209
* 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.
Page 1 of 6
FTSE 08-13

III. Certification Statement:
I Henry Braswell, Chairman 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.
Signing Official Signature Date
Page 2 of 6
FTSE 08-13

F�1F,q State of North Carolina
PG Department of Environment and Natural Resources
7 Division of Water Quality
< Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE —10/07)
Project Applicant Name: Fork Township Sanitary District
Project Name for which flow is being requested: Foodliner
More than one FTSE-10/07 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 Goldsboro Water Reclamation Facility
b. WWTP Facility Permit #: NC 0023949
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
14.2
1.583843
9.67
0.0011
11.254943
79.26 %
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 Station Name Approx. Capacity, MGD Approx. Current Avg.
(Firm/Design) Daily Flow, MGD
Little Cherry Pump Station 0.65 mgd
Big Cherry Pump Station 1.0 mgd
Highway 117 Pump Station 7.1 mgd/firm
Westbrook Pump Station 18 mgd/firm
0.243 MGD
0.31 MGD
4.495 MGD
9.12 MGD
III. Certification Statement:
I, Scott A. Stevens , certify that, to the best of my knowledge, 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. 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 for which I am the responsible party. Signature of this form indicates
acceptance of this wastewater flow.
Signing Official Signature City Manager Date

'euse2R 1Ue'lri
5'
Unnamed Tributary
(to Charles Branch
WS-IV;NSW
tq
NeuseIRrU
'68
Northwest Goldsboro
2013
/75\

Existii,,,
Force Main
Proposed
Force Main
Proposed Pump Station
Foodliner Aerial View
Foodliner Street Level View
Goosic earth
3 5 2 `A
a o 17