WQ0022859_Application (FTSE)_20030714

Michael F. Easley, Govemor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
July 23, 2003
Mr. Joseph Glass
City of Fayetteville,
Public Works Commission
PO Drawer 1089
Fayetteville, NC 28302
SUBJECT: Permit No. WQ0022859
Eastover Approach Main
Wastewater Collection System Extension
Cumberland County
Dear Mr. Glass:
In accordance with your application received July 14, 2003, we are forwarding herewith
Permit No. WQ0022859, dated July 23, 2003, to the City of Fayetteville, Public Works Commission for
the construction and operation of the subject wastewater collection system extension. This permit shall be
effective from the date of issuance until rescinded and shall be subject to the conditions and limitations as
specified therein. This cover letter shall be considered a part of this permit and is therefore incorporated
therein by reference.
Please pay particular attention to Permit Condition 3 which requires that the wastewater
collection facilities be properly operated and maintained in accordance with 15A NCAC 2H .0227 or
any individual system -wide collection system permit issued to the Permittee.
Permitting of this project does not constitute an acceptance of any part of the project that
does not meet 15A NCAC 2H .0200; the Division of Water Quality's (Division) Gravity Sewer
Minimum Design Criteria adopted February 12, 1996 as applicable; and the Division's Minim
Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted Ju-
2000 as applicable, unless specifically mentioned therein. Division approval is based on a
of the certification provided by the North Carolina -licensed Professional Engineer name,
application. It shall be the Permittee's responsibility to ensure that the as -constructed r
appropriate design criteria and rules. Failure to comply may result in penalties in acr
Carolina General Statute § 143-215.6A through § 143-215.6C, construction of add;
replacement wastewater collection facilities, and/or referral of the North Carolina
Professional Engineer to the licensing board.
In accordance with provisions of Article 21 of Chapter 143, General
Carolina as amended, and other applicable Laws, Rules, and Regulations,
granted to the City of Fayetteville, Public Works Commission for the co•
N. C. Division of Water Quality 225 Green Street -Suite 714 Fayetteville, NC 2830
Internet http://h2o.enr.state.nc.us/ndpu
Customer Service 1- 800 623-7748

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Mr. Glass
Page 2
approximately 8,300 linear feet of 18-inch gravity sewer as well as approximately 6,900 linear feet of
10-inch force main as well as 20,000 linear feet of 12-inch force main to serve the proposed North
Cumberland Regional Sewer System (NORCRESS), a County Water and Sewer District as part of the
Eastover Approach Main project, and the discharge of 1,000,000 gallons per day of collected domestic
and industrial wastewater into the City of Fayetteville, Public Works Commission Cross Creek Water
Reclamation Facility's existing sewerage system, pursuant to the application received July 14, 2003 and
in conformity with 15A NCAC 2H .0200; the Division's Gravity Sewer Minimum Design Criteria
adopted February 12, 1996 as applicable; the Division's Minimum Design Criteria for the Fast -Track
Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable; and other supporting
data subsequently filed and approved by the Department of Environment and Natural Resources and
considered as part of this permit.
The sewage and wastewater collected by this system shall be treated in the City of Fayetteville,
Public Works Commission Cross Creek Water Reclamation Facility (Permit No. NC0023957) prior to
being discharged into the receiving stream.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the
right to request an adjudicatory hearing upon written request within 30 days following receipt of this
permit. This request must be in the form of a written petition, conforming to Chapter 150B of North
Carolina General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service
Center, Raleigh, NC 27699-6714. Unless such demands are made, this permit shall be final and binding.
If you need additional information concerning this matter, please contact Grady Dobson at (910)
486-1541 extension 729.
Sincerely,
for Alan W. Klimek, P.E.
Cumberland County Health Department
Fayetteville Regional Office, Water Quality Section (WWTF Permit No. NC0023957)
Mr. Kevin S. Lindsay, Hobbs, Upchurch & Associates, P.A.
Water Quality Central Files
PU

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NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
following specified conditions and limitations:
1. This permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions of this permit; 15A NCAC 2H .0200; the Division of Water Quality's
(Division) Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as applicable; the
Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force
Mains adopted June 1, 2000 as applicable; and other supporting materials unless specifically
mentioned herein.
2. This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data.
3. The wastewater collection facilities shall be properly maintained and operated at all times. The
Permittee shall maintain compliance with an individual system -wide collection system permit for the
operation and maintenance of these facilities as required by 15A NCAC 2H .0227. If an individual
permit is not required, the following performance criteria shall be met as provided in 15A NCAC 2H
.0227:
a. The sewer system shall be effectively maintained and operated at all times to prevent discharge
to land or surface waters, and any contravention of the groundwater standards in 15A NCAC 2L
.0200 or the surface water standards in 15A NCAC 2B .0200.
b. A map of the sewer system shall be developed prior to January 1, 2004 and shall be actively
maintained.
c. An operation and maintenance plan shall be developed and implemented.
d. Pump stations that are not connected to a telemetry system shall be inspected every day (i.e. 365
days per year). Pump stations that are connected to a telemetry system shall be inspected at least
once per week.
e. High -priority sewer lines shall be inspected at least once per every six-month period of time.
f. A general observation of the entire sewer system shall be conducted at least once per year.
g. Inspection and maintenance records shall be maintained for a period of at least three years.
h. Overflows and bypasses shall be reported to the appropriate Division regional office in
accordance with 15A NCAC 2B .0506(a), and public notice shall be provided as required by
North Carolina General Statute § 143-215.1 C.

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4. This permit shall not be transferable. In the event there is a desire for the wastewater collection
facilities to change ownership, or there is a name change of the Permittee, a formal permit request
shall be submitted to the Division accompanied by documentation from the parties involved, and
other supporting materials as may be appropriate. The approval of this request shall be considered on
its merits and may or may not be approved.
5. Construction of the gravity sewers, pump stations, and force mains shall be scheduled so as not to
interrupt service by the existing utilities nor result in an overflow or bypass discharge of wastewater
to the surface waters of the State.
6. Upon completion of construction and prior to operation of these permitted facilities, a certification, a
copy of the construction record drawings, as well as supporting design calculations for any pump
stations permitted as part of this project shall be received from a North Carolina -licensed Professional
Engineer certifying that the facilities have been installed in accordance with this permit; 15A NCAC
2H .0200; the Division's Gravity Sewer Design Criteria adopted February 12, 1996 as applicable; the
Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Station and Force Main
adopted June 1, 2000 as applicable; and other supporting materials. If this project is to be completed
in phases and partially certified, you shall retain the responsibility to track further construction
approved under the same permit, and shall provide a final certificate of completion once the entire
project has been completed. A copy of the construction record drawings, indicating the facilities
constructed in the phase being certified, shall be submitted with each partial certification. Mail the
Engineer's Certification, one copy of the "Construction Record Drawings," and one copy of the
supporting design calculations to the Non -Discharge Permitting Unit, 1617 Mail Service Center,
Raleigh, NC 27699-1617.
7. A copy of the construction record drawings shall be maintained on file by the Permittee for the life of
the wastewater collection facilities.
8. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2H .0200; the
Division's Gravity Sewer Design Criteria adopted February 12, 1996 as applicable; the Division's
Minimum Design Criteria for the Fast -Track Permitting of Pump Station and Force Mains adopted
June 1, 2000 as applicable; and other supporting materials may subject the Permittee to an
enforcement action by the Division, in accordance with North Carolina General Statutes §143-
215.6A through §143-215.6C.
9. In the event that the wastewater collection facilities fail to perform satisfactorily, including the
creation of nuisance conditions, the Permittee shall take immediate corrective action, including those
as may be required by this Division, such as the construction of additional or replacement facilities.
10. The issuance of this permit shall not exempt the Permittee from complying with any and all statutes,
rules, regulations, or ordinances that may be imposed by other government agencies (local, state and
federal) which have jurisdiction, including but not limited to applicable river buffer rules in 15A
NCAC 2B .0200, erosion and sedimentation control requirements in 15A NCAC Ch. 4 and under the
Division's General Permit NCG010000, and any requirements pertaining to wetlands under 15A
NCAC 2B .0200 and 15A NCAC 2H .0500.
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11. Noncompliance Notification:
The Permittee shall report by telephone to the Fayetteville Regional Office, telephone number (910)
486-1541, as soon as possible, but in no case more than 24 hours or on the next working day,
following the occurrence or first knowledge of the occurrence of either of the following:
a. Any process unit failure, due to known or unknown reasons, that renders the facility incapable of
adequate wastewater transport, such as mechanical or electrical failures of pumps, line blockage
or breakage, etc.; or
b. Any failure of a pumping station or sewer line resulting in a by-pass directly to receiving waters
without treatment of all or any portion of the influent to such station or facility.
Persons reporting such occurrences by telephone shall also file a written report in letter form within
five days following first knowledge of the occurrence. This report must outline the actions taken or
proposed to be taken to ensure that the problem does not recur.
Permit issued this the twenty-third of July 2003
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Alan W. Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0022859
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Fast Track En¢ineerin2 Certification
Permit No. WQ0022859
July 23, 2003
Complete and submit this form to the permit issuing regional office with the following:
• One copy of the project record drawings (plan & profile views of sewer lines) of the wastewater collection system
extension
• supporting design calculations (selected pumps, system curve, operating point, available storage if portable generator(s) or
storage greater than longest past three year outage reliability option selected) for any pump stations permitted as part of
this project
• Changes to the project should be clearly identified on the record drawings or in written summary form. Permit
modifications are required for any changes resulting in non-compliance with this permit, regulations or minimum design
criteria.
This project shall not be considered complete nor allowed to operate until this Engineer's Certification and all required
supporting documentation have been received by the Division. Therefore, it is highly recommended that this certification
be sent in a manner that provides proof of receipt by the Division.
ENGINEER'S CERTIFICATION
❑ Partial ❑ Final
I, , as a duly registered Professional Engineer in the State of North Carolina, having been authorized
to observe (❑ periodically, ❑ weekly, ❑ full time) the construction of the Eastover Approach Main, Cumberland County
project for the Permittee hereby state that, to the best of my abilities, due care and diligence was used in the observation of the
construction such that the construction was observed to be built within substantial compliance of this permit; 15A NCAC 2H
.0200; the Division of Water Quality's (Division) Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as
applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted
June 1, 2000 as applicable; and other supporting materials.
North Carolina Professional Engineer's
seal, signature, and date:
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
FAYETTEVILLE REGIONAL OFFICE
225 GREEN STREET, SUITE 714
FAYETTEVILLE NC 28301
The Permittee is responsible for tracking all partial certifications up until a fmal certification is received. Any wastewater flow
made tributary to the wastewater collection system extension prior to completion of this Engineer's Certification shall be
considered a violation of the permit and shall subject the Permittee to appropriate enforcement actions.

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Permit Number WQ0022859
Permit Tracking Slip
07/22/03
Program Category
Non -discharge
Permit Type.
Gravity Sewer Extension, Pump Stations, & Pressure Sewer
Extensions
Primary Reviewer
grady.dobson
Permitted Flow
1000000
Facility
Fast Track
Status Project Type
In review New Project
Version Permit Classification
Individual
Permit Contact Affiliation
Facility Name
Eastover Approach Main
Location Address
Owner
Major/Minor
Major
Region
Fayetteville
County
Cumberland
Facility Contact Affiliation
Owner Name
PWC/Fayetteville
Dates/Events
Owner Type
Government - Municipal
Owner Affiliation
Joseph Glass
Post Office Drawer 1089
Fayetteville NC 28302
Scheduled
Orig Issue App Received Draft Initiated Issuance
07/14/03
Regulated Activities
Public Notice
Apartment complex
Car wash facility
Condominium
Restaurant
School
Wastewater collection
Outfall NULL
733/e3
Effective
Requested/Received Events
Expiration
Additional information requested
Additional information received
Waterbody Name Stream Index Number Current Class Subbasin

USE THE TAB KEY TO MOVE FROM FIELD TO FIELD! Application Number: ,' 9 //,,
(to be completed by DWQ) tvcr d .Q.?
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Signing Official Name and Title (Please review 15A NCAC 2H .0206(b) for authorizes signing' ffleiats!, 2003
1c. The legal entity who will own this system is: t_
❑ Individual 0 Federal ® Municipality 0 State/County 0 Private Partnership 0 Corporation 0 Other (specify).
ld. 955 Old Wilmington Road le. Fayetteville
Street Address
1 f. North Carolina
State
1 h. 310-223-4740 li. 910-829-0203
Telephone Facsimile
2. Project (Facility) Information:
I Q
0
2a. Eastover Approach pproach Main 2b. Cumberland
QBrief Project Name (permit will refer to this name)
3. Contact Person:
Q 3a. Kevin S. Lindsay, PE, Hobbs, Upchurch & Associates
Name and Affiliation of Someone Who Can Answer Questions About this Application
.4'LICAZ'ION,for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 3
1. Owner:
la. Public Works Commission, City of Fayetteville
Full Legal Name (company, municipality, HOA, utility, etc.)
1 b. Joseph E. Glass
City
lg. 28301
Zip Code
E-mail
County Where Project is Located
3b. [phone]
Phone Number
3c. [e-mail]
E-mail
1. Proiect is 6a New fl Mntiifiratinn /nf an ovietinn normifl
14 II HOBBS, UPCHURCH & ASSOCIATES, P.A. BB&T
CONSULTING ENGINEERS
P.O. BOX 1737, 300 S.W. BROAD STREET
SOUTHERN PINES, NC 28388
[phone]
If RAndifinotin., Dnr...a Ist.. .
(4-460
Exactly Four hundred and no / 100 Dollars
PAY
TO THE
ORDER
OF:
N.C. DENR
Branch Banking and Trust Company
66-112I531
DATE
7/1/2003
V AFTER 90 DAYS
33 4/ 1
AMOUNT
$400.00
AUTHORIZED SIGNATURE
►al orrice U Other (specify):

of wastewater to be permitted in this project: 1.000.000 gallons per day
8. If the permitted flow is zero, indicate why:
❑ Interceptor Line - Flow will be permitted is subsequent permits that connect to this line
❑ Flow has already been allocated in Permit No.
❑ Rehabilitation or replacement of existing sewer with no new flow expected
FTA 02/03

FAST -TRACK !1PPLI(ATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS
PAGE 2
LI VIII. Environmental Assessments — If this project is subject to an Environmental Assessment (EA) [15A NCAC
01C .0500], this application can not be used. Send the project application on Form PSFMGSA 10/99 to the
Non -Discharge Permitting Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617. Applications can not be
processed until a Finding of No Significant Impact (FONSI) or Environmental Impact Statement (EIS) has been
issued. A copy is to be submitted with that permit application.
® IX. Certifications — Section D
The application must be certified by both the applicant nd a -North Carolina Registered Professional Engineer
(PE). The applicant signature must match the signing off ial listed in Item A(1 b). The PE should NOT certify the
application if he/she is unfamiliar with 15A NCAC 2H .0200, the Gravity Sewer Minimum Design Criteria (most
recent version) and the Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains
(most recent version), as applicable to the project. Certification by a PE who is unfamiliar with these documents
is subject to NC Board referral.
THE COMPLETED FTA 02/03 APPLICATION PACKAGE, INCLUDING ALL SUPPORTING DOCUMENTS AND $400
FEE, SHOULD BE SENT TO THE APPROPRIATE REGIONAL OFFICE
REGIONAL OFFICE
ADDRESS
COUNTIES SERVED
Asheville Regional Office
59 Woodfin Place
Asheville, North Carolina 28801
[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
225 Green Street Suite 714
Fayetteville, North Carolina 28301
[phone]
[phone] Fax
Anson, Bladen, Cumberland, Harnett,
Hoke, Montgomery, Moore, Robeson,
Richmond, Sampson, Scotland
Mooresville Regional Office
919 N Main Street
Mooresville, North Carolina 28115
[phone]
[phone] Fax
Alexander, Cabarrus, Catawba,
Cleveland, Gaston, Iredell, Lincoln,
Mecklenburg, Rowan, Stanly, Union
Raleigh Regional Office
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
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
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
[phone]
[phone] Fax
Brunswick, Carteret, Columbus,
Duplin, New Hanover, Onslow,
Pender
Winston-Salem Regional Office
585 Waughtown Street
Winston-Salem, North Carolina 27107
[phone]
[phone] Fax
Alamance, Allegheny, Ashe, Caswell,
Davidson, Davie, Forsyth, Guilford,
Rockingham, Randolph, Stokes,
Surry, Watauga, Wilkes, Yadkin
For more information, visit our web site at: http://h2o.enrstate.nc.us/ndpu/
FTA fly/(Al

FASt'-TRACK rAPPLILATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 3
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USE THE TAB KEY TO MOVE FROM FIELD TO FIELD! : Application Number: /', //,, t
(to be completed by DWQ) tf-, a���
1. Owner:
la. Public Works Commission, City of Fayetteville
, .,4 t )
'
Full Legal Name (company, municipality, HOA, utility, etc.)
k
Z 1 b. Joseph E. Glass
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Signing
The
■
Official
legal entity
Individual
■
Name and
who will
Federal
own
i1
Title (Please review
this system
Municipality
is:
■
15A NCAC
State/County
2H
■
.0206(b) for authorize
Private Partnership
■
p sig
Corporation
mg`lliffeia1sl�
t—
•
2003
Other (specify):
C ld.
955 Old Wilmington Road
1 e. Fayetteville
0
LL
Street Address
City
Z lf.
North Carolina
lg. 28301
Z
State
Zip Code
0 lh.
I
310-223-4740 11 i. 910-829-0203
1 j.
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—I
O. 2a.
Telephone Facsimile
Project (Facility) Information:
Eastover Approach Main
1
E-mail
---
2b. Cumberland
p,.
Brief Project Name (permit will refer to this
name) i County Where Project is Located
< 3.
Contact Person:
Q 3a.
Kevin S. Lindsay, PE, Hobbs, Upchurch & Associates
i
3b. (910)
Name and Affiliation of Someone Who Can
692-5616
Answer Questions About this Application
3c. [e-mail]
Phone Number
E-mail
1.
Project is
New
•
Modification (of an existing
permit) If Modification, Permit No.:
2.
Owner is
►Xl
Public (skip to Item 8(3))
■
Private (go to Item 2(a))
2a.
If private, applicant will be:
2b. If sold, facilities owned by a (must choose one)
•
■
•
Retaining Ownership (i.e. store, church,
Leasing units (lots, townhomes, etc. - skip
Selling units (lots, townhomes, etc. - go
single office, etc.) or
to Item B(3))
to Item B(2b))
•
•
Public Utility (Instruction III)
Homeowner Assoc./Developer (Instruction IV)
Z 0 3. Fayetteville
Public Works Commission (PWC)
H
Owner of Wastewater Treatment Facility (WWTF)
Treating Wastewater From This Project
5 4a. Cross
Creek Water Reclamatoin Facility
4b. NPDES # NC0023957
Name
CC
of WWTF
WWTF Permit No.
0 5a. Fayetteville
PWC
5b. 24
inch
5c. UNK
Z Owner
of Downstream Sewer
Receiving
Sewer Size
Permit Number of Downstream Sewer (if known)
H6. The
origin of this wastewater is (check all that
apply):
2
CC Ill
a
m
►Z1
►1
►�I
1
1
►Z1
Residential Subdivision
Apartments/Condominiums
Mobile Home Park
School
Restaurant
Office
►I
1Institution
•
►i4
0
Car Wash
84 % Domestic/Commercial
Hospital
Church 16 % Industrial
Nursing Home % Other (specify):
■
Other (specify):
7.
Volume of wastewater to be permitted in this project: 1,000,000 gallons per day
8.
If the permitted flow is zero, indicate why:
■ Interceptor Line - Flow will be permitted is subsequent permits that connect to this line
• Flow has already been allocated in Permit No.
■ Rehabilitation or replacement of existing sewer with no new flow expected
PTA IV) /n2

FAST-TRAeK!APPLIIATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 4
A
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B. PERMIT
Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2H
.0219(I) for Item B(7) or the design flow for line or pump station sizing if zero flow in the space below. Values other than
that in 15A NCAC 2H .0219(I)(1-2) must be approved prior to submittal of this application. Submit a separate request to
the Division of Water Quality, Non -Discharge Permitting Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617 in
accordance with 15A NCAC 2H .0219(I)(3).
Initially, the Eastover Approach Main will receive and transmit sewage from the proposed North Cumberland Regional
Sewer System (NORCRESS) a County Water and Sewer District that has applied for a separate permit for 440,000
gallons per day. Eastover Sanitary District, through which the Approach Main passes has received funding for a
collection system. Due to the ongoing construction of the Fayetteville outer loop, the area is expected to grow and
require up to 1,000,000 gallons per day.
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches)
Length (feet)
8,300
6,900
20,000
ENTER TOTAL LINE LENGTH IN MILES 6.67
Gravity or Force Main
(use the pull down menu)
Gravity
Force Main
Force Main
Force Main
Force Main
Force Main
Force Main
11. Summary of Pump Stations to be Permitted (attach additional sheets as necessary)
Location ID f Power Reliability Option
(self chosen - as shown on Design Flow (1- dual line feed; 2- permanent generator w/ATS; 3-
plans for cross-reference) (MGD) portable generator w/telemetry; 4-wet well storage)
El
E-2
.045
1.0
Operational Point
GPM Q TDH
180@16
1800 @129
2
2
12. Does the sewer system comply with the Minimum Design Criteria for the Fast Track Permitting of Pump Stations and Force
Mains (latest version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC 2H .0200 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
13. Have the following permits/certifications been submitted for approval?
Wetland/Stream Crossings - General Permit or 401 Certification? ❑ Yes ❑ No ® N/A
Sedimentation and Erosion Control Plan? ® Yes ❑ No ❑ N/A
Stormwater? ❑ Yes ❑ No ® N/A
FTA f 7/rlt

FAST-TRACIOAPPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 5
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0 ❑ A Stream Classification is not needed because all parts of the project are at least 100 feet away from any down slope
waterbody; AND
LL
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C. STREAM
❑ A Stream Classification is not needed because the design does not depend on wet well storage as a power reliability
option for any pump station near a Class C down slope waterbody.
Location ID on Map
(self chosen - as shown on
map for cross-reference)
1
Name of
Waterbody County
UT -to Locks Creek
UT -to Locks Creek
UT -to Locks Creek
UT -to Locks Creek
UT -to Locks Creek
UT -to Locks Creek
Cumberland
Cumberland
Cumberland
.......__ ...................._____.... _..
Cumberland
........................................
Cumberland
.............._._.__._......................
Cumberland
River Basin
Cape Fear
Cape Fear
Cape Fear
Cape Fear
Cape Fear
Cape Fear
Waterbody Stream Waterbody
Index Classification
18-28
18-28
18-28
18-28
18-28
18-28
C
Submit the 8.5" x 11" topographic map as required in Instruction VI regardless of whether a classification is provided!
1. Applicant's Certification:
1, Joseph E. Glass, attest that this application for Fayetteveille Public Works Commission
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 143-215.6B, 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 . civil pe alties up to $25,000 per violation.
l a.
Signing!dfficial Signature
Professional Engineer's Certification:
77o-03
Date
I attest that this application for the Eastover Approach Main 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. 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 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 certain portions of this submittal package may have been developed by other professionals, 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 143-215.6B, 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.
2a. Kevin S. Lindsay
Professional Engineer Name
2b. Hobbs, Upchurch & Associates, P.A.
Engineering Firm
2c. .P.O. Box 1737
Address
2d. Southern Pines
City
Use the Division's guidance document entitled, "DETERMINING STREAM CLASSIFICATIONS FOR FORM FTA 02/03
(FAST -TRACK SEWER SYSTEMS)" to collect and record the stream classification data below (attach additional sheets as
necessary). This document is available from our web site or by contacting the appropriate Division of Water Quality
regional office (see instructions for addresses) OR indicate the following:
2e. NC 2f. 28388
State Zip
2g. [phone] 2h. [phone] 2i. [e-mail]
Telephone Facsimile E-mail
Uniumum4pni
63
Seal,Signature & Date

1y
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Name: VANDER
Date: 6/20/2003
Scale: 1 inch equals 3333 feet
Location: 035° 06' 01.8" N 078° 48'
Caption: Eastover Approach Main
21.2" W
opynght (C)1997, Maptech, Inc.

Notes for Eastover Approach Main Water Crossings
Location ID
on Map
Name of Water
Body
County
River Basin
Waterbody
Stream Index
Water Body
Classification
Notes
1
UT -Locks Creek
Cumberland
Cape Fear
18-28
C
Will cross over existing
culvert in roadside fill
2
UT -Locks Creek
Cumberland
Cape Fear
18-28
C
Will cross under existing
culvert in roadside fill
3
UT -Locks Creek
Cumberland
Cape Fear
18-28
C
Will cross under existing
culvert in roadside fill
4
UT -Locks Creek
Cumberland
Cape Fear
18-28
C
Will directionally bore
FM under culvert
5
UT -Locks Creek
Cumberland
Cape Fear
18-28
C
Will cross under existing
culvert in roadside fill
6
UT -Locks Creek
Cumberland
Cape Fear
18-28
C
Will cross under existing
culvert in roadside fill

•
t
PRELIMINARY PUMP STATION / FORCE MAIN DESIGN CALCULATIONS
PROJECT:
PUMP STATION DESIGN:
A. WASTEWATER FLOWS
EASTOVER I, EASTOVER APPROACH MAIN DATE: JUNE-03
CUMBERLAND CO., NC
NOTE: r0S P.S. tS opL Qv/Apv.)&- IrJTD ThE \O' FI"% f"`
w A•44- ti 4 o FT. O J *2 u c u4- v vE w l Lc— P/L ,-4-- aim- f .
d it 'FM t S co. t r ti?L.or es cJ - 2- - A s i2PA/V1 W
eta? LAAL`-- IIe- P --`tToo s'PlL-7 . PS k o
WASTEWATER FLOWS ARE BASED ON EXPECTED DEVELOPMENT AND CONNECTION TO THE EAST SIDE OF THE I-95/US 13
INTERCHANGE (45,000 GPD) WITH A GROWTH TO 60,000 BY 2024.
THE FOLLOWING CALCULATIONS ARE BASED ON ELEVATIONS AND LINE LENGTHS FROM COMPLETED DESIGN SURVEY.
I. PROJECTED FLOWS
2. PEAK FLOW
SEWER
SHED
ESTIMATED
2004
ESTIMATED
2014
ESTIMATED
2024
GODWIN
10,000 'µfi
30,000
50,000.&A
FALCON
„'70,000Y
125,000
, '180,000''
WADE 1
"45.;.000'`;
125,000
210,000
WADE 2
125 000`
280,000
'•'4440,000
ESD I
' 45000
50,000
60;000
ESD 2
125;000
600,000
: 1,000,000
A. YEAR 2004 FLOW
45,000 GPD X 3.00 = 135,000 GPD 1 YR. Q, PEAK = 93.75 GPM
8. YEAR 2024 FLOW
60,000 GPD x 3.00 = 180,000 GPD 20 YR. Q, PEAK = 125.00 GPM
3. TARGET PUMPING RATE
USE 180 GPM FOR INITIAL TARGET PUMPING RATE (180 IS MIN FOR 6" FM)
USE 220 GPM FOR FUTURE TARGET PUMPING RATE (180 IS MIN FOR 6" FM)

4
B. PUMP STATION / FORCE MAIN DESIGN CRITERION
THE EASTOVER I (E-I) PUMP STATION WILL BE DUPLEX CONFIGURATION WITH ABOVE GROUND VACUUM -PRIMING PUMPS. THE STATION
DISCHARGE PIPING ON THE PUMP STATION SITE WILL BE CONFIGURED TO ALLOW FOR BY-PASS PUMPING. EMERGENCY POWER
GENERATION WILL BE INCLUDED ON -SITE.
I. PIPING
A. STATION PIPING
B. FORCE MAIN PIPING
SUCTION:
DISCHARGE:
H-W FRICTION COEFFICIENTS:
H-W FRICTION COEFFICIENTS:
C. TOTAL FORCE MAIN LENGTH
D. TARGET PUMPING RATE (10-YR.)
VELOCITY IN FORCE MAIN AT TARGET PUMPING RATE
HEADLOSS IN FM PER 1,000 FT. (C=I30)
E. TARGET PUMPING RATE (20-YR.)
VELOCITY IN FORCE MAIN AT TARGET PUMPING RATE
HEADLOSS IN FM PER 1,000 FT. (C=I30)
2. WET WELL DIMENSIONS AND ELEVATIONS
A.
B.
C.
D.
E.
F.
G.
H.
I .
J.
K.
L.
M.
N.
INSIDE DIMENSIONS, AREA (SF)
PUMP STATION RIM ELEVATION
CENTERLINE PUMP ELEVATION
INVERT OF INFLUENT LINE
HIGH LEVEL ALARM
LAG PUMP ON
LEAD PUMP ON
PUMP OFF
LOW LEVEL ALARM
BOTTOM WET WELL
DETENTION VOLUME
FORCE MAIN HIGH POINT
FORCE MAIN DISCHARGE ELEVATION
CYCLE TIME :
PUMP ON TIME
PUMP OFF TIME
PUMPING CYCLE
YR. - 2004
8.00 FT. DIA.
125.50 FT. MSL
128.00FT. MSL
115.50 FT. MSL
113.50 FT. MSL
113.00 FT. MSL
112.50 FT. MSL
111.50 FT. MSL
111.00 FT. MSL
110.00 FT. MSL
375.80 GAL.
122.50 FT. MSL
121.50 FT. MSL
2.53 MIN.
12.03 MIN.
14.55 MIN.
50.24
4"D.I.P.
4"D.I.P.
C= 125
C= 100
6[" PVC
40 FT.
180 GPM
2.04 FPS
3.13 FT.
220 GPM
2.50 FPS
4.54 FT.
YR. - 2024
8.00 FT. DIA.
125.50 FT. MSL
128.00 FT. MSL
115.50 FT. MSL
115.00 FT. MSL
114.50 FT. MSL
114.00 FT. MSL
111.50 FT. MSL
111.00 FT. MSL
110,00> FT. MSL
939.49 GAL.
122.50 FT. MSL
121.50 FT. MSL
5.27 MIN.
22.55 MIN.
27.82 MIN.
(INITIAL SERVICE)
(END OF SERVICE)
(INITIAL SERVICE)
(END OF SERVICE)
50.24 SF

d
3. STATIC HEAD:
FORCE MAIN MAX. ELEV.
PUMP OFF ELEV.
122.50 FT.
I11.50 FT.
TOTAL STATIC LIFT 11.00 FT.
4. FRICTION LOSSES:
A. PUMP STATION PIPING
NOMINAL FITTING / VALVE
DIAMETER DESCRIPTION
EQUIVALENT LENGTH TOTAL EQUIVALENT
PER FITTING / VALVE LENGTH
(FT. / EA.) (FT.)
z
0
n15 N
4 INCH - `
STRAIGHT "PIPE:
-
-
25.00
4 INCH "-;:
SWING CHECK VALVE
1
39.00 `
39.00
°-:" ,"4 INGH,~.
90.- DEGREE BEND `
2
8.00 "
16.00
SUBTOTAL SUCTION PIPING
80.00
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1104,414041611
STRAIGHT PIPE
SWING.CHECK VALVE
3900
20.00'
39.00
PLUG VALVE
90 — DEGREE BEND
4.00', .,
8.00
4.00
32.00
B. FORCE MAIN PIPING:
SUBTOTAL DISCHARGE PIPING
95.00
I TOTAL 4" DIA. STATION PIPING 175.00
NOMINAL
DIAMETER
FITTING / VALVE
DESCRIPTION
EQUIVALENT LENGTH
PER FITTING / VALVE
(FT. / EA.)
TOTAL EQUIVALENT
LENGTH
(FT.)
4 6-INCH
STRAIGHT. PIPE" (PVC))
40
-INCH
CHECK VALVE
2
60.00
120.00
6-lNcH-
45DEGREE "BENDS
1'
6.00
6.00
6-INCH
PLUG VALVE
4.00
4.00
TOTAL 6" DIA. PIPING
170.00
5. NET POSITIVE SUCTION HEAD (AVAILABLE)
NPSH(A) = P(ATM.) — (SUCTION LIFT + SUCTION FRICTION + VAPOR PRESSURE) =
STATIC SUCTION LIFT =
14.86 FT.
16.50 FT

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C. PUMP SELECTION
1. DUPLEX NON -CLOG SUBMERSIBLE SEWAGE PUMPS
A.
B.
C.
D.
E.
F.
G.
H.
SELECTED PUMP
PUMP DISCHARGE
PUMP SUCTION
MOTOR HORSEPOWER
MOTOR SPEED
ELECTRICAL SERVICE
IMPELLER DIAMETER
SOLIDS
TARGET Q V. HD.:
4B2B SMITH '& LOVELESS, INC.
4 INCHES
4 INCHES
5 HP
875 RPM
460 VOLT 3 PHASE
8 1/2 INCHES
3 INCHES
180 GPM @ 15.85 FT. TDH
2. ESTIMATED PUMPING RATE (ONE PUMP RUNNING)
PUMP CAPACITY:
180 GPM
3. ESTIMATED PUMPING RATE (TWO PUMPS RUNNING)
PUMP CAPACITY:
40
35
30
a
w
a
25
�-
0
H
20
15
10
16.00 FT. TDH
210 GPM/EA. @ 17.50 FT. TDH
PUMP CURVE
(0) FLOW
(GPM)
2(0) FLOW
(GPM)
TOTAL HD.
(FT.)
0
0
19.00
50
100
18.25
100
200
17.50
150
300
16.50
200
400
15.75
250
500
14.75
300
600
350
0
50
100
150 200
GALLONS / MINUTE
250 300 350
15
700
HORSEPOWER @ 50% EFF.
SMITH LOVELESS 48213
SYSTEM CURVE (INITIAL)
Two PUMPS IN PARALLEL
SYSTEM CURVE (END)
-HORSEPOWER @ 50% EFF.

•
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482E
WET WELL MOUNTED PUMP STATION
NON —CLOG PUMP
CONSTANT SPEED PERFORMANCE
875 R.P.M.
S4L22 IMPELLER
MAXIMUM SOLID — 3" SPHERE
120
110
100
90
80
70
60
40
100 200 300 400 500 600
U. S. GALLONS PER MINUTE
P. i jI I i11 HI Ir1; !' i t '; Iii' SUCTION PIPE
i` tlIMBI t 11
. REQUIREMENTS
4••
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.1:600-600 GPM 6
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100 200 400
4820/4C2D
WET WELL MOUNTED PUMP STATION
NON -CLOG PUMP
CONSTANT SPEED PERFORMANCE
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S4L23 IMPELLER
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Smith 8 Loveless, Inc. November 1995

PRELIMINARY PUMP STATION / FORCE MAIN DESIGN CALCULATIONS
PROJECT: EASTOVER 2 DATE: JUNE-03
CUMBERLAND CO., NC
PUMP STATION DESIGN:
A. WASTEWATER FLOWS
INITIAL WASTEWATER FLOWS ARE BASED ON CURRENT WATER USAGE PLUS SOME SHORT TERM INCRESES IN DEMAND CAUSED BY
THE AVAILABLILITY OF SEWER (SOME CURRENT CUSTOMERS ARE CONSTRAINED) AND PLANNED DEVELOPMENTS. LONG TERM FLOWS
ARE BASED UPON THE TOTAL CAPACITY OF THE APPROACH MAIN GRAVITY LINE (810,000 GPD) PLUS ADDITIONAL FLOWS COMING
INTO THE PUMP STATION FROM THE SOUTH FOR A TOTAL OF 1,000,000 GPD.
THE FOLLOWING CALCULATIONS ARE BASED ON ELEVATIONS AND LINE LENGTHS FROM COMPLETED DESIGN SURVEY.
I. PROJECTED FLOWS
SEWER
SHED
ESTIMATED
2004
ESTIMATED
2014
ESTIMATED
2024
GODWIN
10,000
30,000
50,000
FALCON
125,000
.:`.I.B-•.0,0.00.
WADE 1
125,000
21,0000
WADE 2
125,000
280,000
440,000
ESD;.,
125,000
600,000
1;000,000
2. PEAK FLOW
A. YEAR 2004 FLOW
125,000 GPD
B. YEAR 2024 FLOW
1,000,000 GPD
3. TARGET PUMPING RATE
300 375,000 GPD 10 YR. Q, PEAK = 260.42 GPM
2.50
2,500,000 GPD 20 YR. Q, PEAK = 1736.11 GPM
USE 800 GPM FOR INITIAL TARGET PUMPING RATE
(704 IS MIN FOR 12" FM)
USE 1800 GPM FOR FUTURE TARGET PUMPING RATE (704 IS MIN FOR 12" FM)

B. PUMP STATION / FORCE MAIN DESIGN CRITERION
THE EASTOVER 2 (E-2) PUMP STATION WILL BE QUADPLEX CONFIGURATION WITH ABOVE GROUND VACUUM -PRIMING PUMPS. THE
STATION DISCHARGE PIPING ON THE PUMP STATION SITE WILL BE CONFIGURED TO ALLOW FOR BY-PASS PUMPING. EMERGENCY POWER
GENERATION WILL BE INCLUDED ON -SITE. INITIALLY ONLY TWO PUMP OPERATING IN PARALLEL WILL BE INSTALLED. As DEMAND
INCREASES, TWO ADDITIONAL PUMPS WILL BE PLACED IN SERIES WITH THE TWO INITIAL PUMPS.
I. PIPING
A. STATION PIPING
B. FORCE MAIN PIPING
SUCTION:
DISCHARGE:
H-W FRICTION COEFFICIENTS:
H-W FRICTION COEFFICIENTS:
C. TOTAL FORCE MAIN LENGTH
D. TARGET PUMPING RATE (10-YR.)
VELOCITY IN FORCE MAIN AT TARGET PUMPING RATE
HEADLOSS IN FM PER 1,000 FT. (C=130)
E. TARGET PUMPING RATE (20-YR.)
VELOCITY IN FORCE MAIN AT TARGET PUMPING RATE
HEADLOSS IN FM PER 1,000 FT. (C=I30)
2. WET WELL DIMENSIONS AND ELEVATIONS
A.
B.
C.
D.
E.
F.
G.
H.
J.
K.
L.
M.
N.
INSIDE DIMENSIONS, AREA (SF)
PUMP STATION RIM ELEVATION
CENTERLINE PUMP ELEVATION
INVERT OF INFLUENT LINE
HIGH LEVEL ALARM
LAG PUMP ON
LEAD PUMP ON
PUMP OFF
Low LEVEL ALARM
BOTTOM WET WELL
DETENTION VOLUME
FORCE MAIN HIGH POINT
FORCE MAIN DISCHARGE ELEVATION
CYCLE TIME :
PUMP ON TIME _
PUMP OFF TIME _
PUMPING CYCLE
YR. - 2004
10.00 FT. DIA.
120.00 FT. MSL
122.50 FT. MSL
112.00 FT. MSL
109.00 FT. MSL
108.50 FT. MSL
108.00 FT. MSL
104.50 FT. MSL
104.00 FT. MSL
103.00 FT. MSL
2055.13 GAL.
117.00 FT. MSL
82.00 FT. MSL
2.88 MIN.
23.68 MIN.
26.56 MIN.
12;" D.I.P.
10 " D.I.P.
C= 130.
C= 130
12"PVC
19,200 FT.
800 GPM
78.50
1800 GPM
C= 130. _r
C= 130
2.27 FPS
1.69 FT.
5.11 FPS
7.59 FT.
YR. - 2024
10.00 FT. DIA.
120.00 FT. MSL
122.50 FT. MSL
112.00 FT. MSL
111.50 FT. MSL
111.00 FT. MSL
110.50 FT. MSL
104.50 FT. MSL
104.00 FT. MSL
1103.00. FT. MSL
3523.08 GAL.
117.00 FT. MSL
82.00 FT. MSL
3.19 MIN.
5.07 MIN.
8.26 MIN.
(INITIAL SERVICE)
(END OF SERVICE)
(INITIAL SERVICE)
(END OF SERVICE)
78.50 SF

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6. PROJECTED SYSTEM CURVES
0
0
O
J
L
N
O -
- J
W U-
M LU
U Z
Q _J
� v
0)
(/)
N
0
-J
Q
W
U
1-
4
H
Cn
J
J
I
F
O
Z
W
Z_
J
LINE HEADLOSS
PUMP STATION
>- CO
H N
O
O 0
> W
(GPM)
(FT.)
(FT.)
(FT.)
(FT.)
(FT.)
(FT.)
(FT.)
(60% EFF.)
600
-22.50
12.50
19.29
0.11
0.50
0.05
13.16
3.32
650
- 22.50
12.50
22.37
0.13
0.60
0.05
13.28
3.63
700
-22.50
12.50
25.66
0.15
0.70
0.06
13.41'
3.95
750
- 22.50
12.50
29.16
0.17
0.90
0.07
13. 6 4' • `'
4.30
800
- 22.50
12.50
32.85
0.19
1.00
0.08
13.77
4.64
NOT FULL TDH
CONTROLS
850
- 22.50
12.50
36.75
0.21
1.10
0.09
15.44
5.52
900
- 22.50
12.50
40.85
0.23
1.20
0.10
19 65:
7.44
950
-22.50
12.50
45.15
0.26
1.30
0.11
24.06;
9.62
1000
- 22.50
12.50
49.64
0.28
1.40
0.13
28.6
12.07
1050
- 22.50
12.50
54.33
0.31
1.60
0.14
33.57
14.84
1100
- 22.50
12.50
59.22
0.34
1.80
0.15
38. 6'7
17.90
1150
- 22.50
12.50
64.29
0.37
1.90
0.17
43.86_
21.23
1200
-22.50
12.50
69.56
0.40
2.00
0.18
'49.24`..
24.87
1250
-22.50
12.50
75.01
0.43
2.10
0.20
544. 81 -
28.83
1300
- 22.50
12.50
80.66
0.46
2.20
0.21
6057
33.14
1350
- 22.50
12.50
86.49
0.50
2.40
0.23
6b 62
37.85
ASSUMES
SMALLER PUMPS
1400
- 22.50
12.50
92.51
0.53
2.50
0.25
72.76
21.43
1450
-22.50
12.50
98.72
0.57
2.80
0.26
79;28
24.19
1500
-22.50
12.50
105.11
0.60
2.90
0.28
"85 79 `-
27.08
1550
- 22.50
12.50
111.68
0.64
3.10
0.30
,92 58 :
30.20
1600
- 22.50
12.50
118.43
0.68
3.20
0.32
99. 45-
33.49
1650
- 22.50
12.50
125.37
0.72
3.40
0.34
106.61
37.02
1700
-22.50
12.50
132.49
0.76
3.60
0.36
113.
5
40.77
1750
- 22.50
12.50
139.79
0.80
3.80
0.38
121.47-
44.73
1800
- 22.50
12.50
147.27
0.85
4.00
0.41
/29.17:
48.93
1850
- 22.50
12.50
154.93
0.89
4.20
0.43
53.36
1900
-22.50
12.50
162.76
0.93
4.60
0.45
145.31
58.10
1950
-22.50
12.50
170.77
0.98
4.80
0.48
153.55
63.01
ASSUMES
LARGER PUMPS
IN SERIES

•
C. PUMP SELECTION
I. QUADPLEX ABOVE GROUND VACUUM PRIMED
A. SELECTED PUMP 8D4D SMITH 8 LOVELESS, INC.
B. PUMP DISCHARGE 10 INCHES
PUMP SUCTION 8 INCHES 10 FUTURE
C. MOTOR HORSEPOWER 5 HP 50 FUTURE
D. MOTOR SPEED 875 RPM 1170 FUTURE
E. ELECTRICAL SERVICE 460 VOLT 3 PHASE
F. IMPELLER DIAMETER 11 INCHES 14'I/3 FUTURE
G. SOLIDS 3 INCHES
H. TARGET Q V. HD.: 800 GPM @ 13.70 FT. TDH
1. FUTURE Q V. HD: 1800 GPM @ 129.00 FT. TDH
2. INITIAL ESTIMATED PUMPING RATE (ONE PUMP RUNNING)
PUMP CAPACITY:
800
GPM @ 13.70 FT. TDH
3. FUTURE ESTIMATED PUMPING RATE (SERIES. 50 HP)
PUMP CAPACITY: 1800 GPM/EA. @ 129.00 FT. TDH
TOTAL HEAD
200
190
180
170
160
150
140
130
120
110
100
90
80
70
60
50
40
30
20
10
0
COMPOSITE PUMP CURVE
(Q) FLOW
TOTAL HD. TOTAL HD.
(GPM)
(FT.) (FT.)
0
22.50
200
20.50
400
18.25
SINGLE 5 HP
600
15.80
DUPLEX II"
700
14.50
IMPELLER
800
/3.70
1000
10.70
1200
8.00
1400
142.00
SERIES 50 HP
1600
136.00
QUADPLEX
1800
/29.00
14.3"
2000
123.00
IMPELLER
2200
115.00
140
- 120
- 100
- 80
- 60
- 40
- 20
0
200 400 600 800 1000 1200 1400 1600 1800 2000
GALLONS / MINUTE
HORSEPOWER @ 60% EFF.
SINGLE SMITH LOVELESS
8D4D
SYSTEM CURVE
50 HP 8D4D @ 1170 RPM
• HORSEPOWER @ 60% EFF.

TOTAL HEAD IN FEET
8C4D-804D
'•••••••••••••••••••••••••••••••• ••• WET WELL MOUNTED PUMP STATION
NON —CLOG PUMP
CONSTANT SPEED PERFORMANCE
1170 RPM
S8M42 IMPELLER
MAXIMUM SOLID — 3" SPHERE
0 500 1000 1500 O3000 2500
U.S. GA'LONS PER MINUTE
60
50
40
30
2'
10
0
3000
3500
8C4D — 8D4D
WET WELL MOUNTED PUMP STATION
SON—CLOG---RUMR
CONSTANT SPEED PERFORMANCE
875 RPM
S8M42 IMPELLER
MAXIMUM SOLID — 3" SPHERE
MAX MUM ALLOWABLE
S'ATIC SUCTION LIFT
soo •GPM ....1:11 :.:I ..: s°:::".:.='f.=:.. ��::•:
iMIN FLOH a:::•:.: •::g Eirma:::i .t ,:e ; .— :e:
..3::............':s2::....:lr5333::.�
1000 1500 2000 2500 3000 3500
U.S. GALLONS PER MINUTE
22—
Smith 8 loveless, Inc. November 1995

41,
PRELIMINARY PUMP STATION / FORCE MAIN DESIGN CALCULATIONS
PROJECT: WADE 2--NORCRESS, SANITARY SEWER SYSTEM DATE: JUNE-03
CUMBERLAND CO., NC
PUMP STATION DESIGN:
�1 OTE: Th U P.S . t s S E ►°A'ZA-TQ e( S
A. WASTEWATER FLOWS cog_ Te No' CUI I t&A` O (26% tc.)/•) .. SJ d'- S y,5-Fi��l
P M,�0o se-pNATE-y, Cyr tT ►S Tlie es.
INITIAL WASTEWATER FLOWS ARE BASED ON CURRENT WATER USAGE PLUS SOME SHORT TERM INCRESES IN DEMAND CAUSED BY
THE AVAILABLILITY OF SEWER (SOME CURRENT CUSTOMERS ARE CONSTRAINED) AND PLANNED DEVELOPMENTS. LONG TERM
FLOWS ARE BASED UPON THE TOTAL NORCRESS ALLOCATION IN THE APPLOACH MAIN (400,000 GAL/DAY) ASSUMING THAT
FUTURE FLOWS FOR EACH TOWN WILL BE PROPORTIONAL TO CURRENT DEMAND (TOTAL CURRENT WATER USAGE IS UNDER
100,000 GALLONS PER DAY. SIGNIFICANT GROWTH IN THE AREA IS LIKELY DUE TO THE 1-13 "OUTER LOOP" PROJECT WHICH
WILL PROVIDE HIGH SPEED ACCESS TO FAYETTEVILLE AND FORT BRAGG FROM THE PROJECT AREA (I-95).
THE FOLLOWING CALCULATIONS ARE BASED ON ELEVATIONS AND LINE LENGTHS FROM COMPLETED DESIGN SURVEY.
1. PROJECTED FLOWS
SEWER
SHED
ESTIMATED
2004
ESTIMATED
2014
ESTIMATED
2024
GODWIN
000
30,000
0000
FALCON
125,000
3j180O
WADE 1
125,000
`10000 ='
WADE 2
125,000'
280,000
1+0000
ESD I
2. PEAK FLOW
020.0
600,000
1 0.00,000
A. YEAR 2004 FLOW
125,000 GPD X 3.00 = 375,000 GPD 10 YR. Q, PEAK = 260.42 GPM
B. YEAR 2024 FLOW
440,000 GPD X 3.00 = 1,320,000 GPD 20 YR. Q, PEAK = 916.67 GPM
3. TARGET PUMPING RATE
USE 700 GPM FOR INITIAL TARGET PUMPING RATE (490 IS MIN FOR 10" FM)
USE 770 GPM FOR FUTURE TARGET PUMPING RATE (490 IS MIN FOR 10" FM)

• or -I i
, 7: 4
B. PUMP STATION / FORCE MAIN DESIGN CRITERION
THE WADE 1 (W-I) PUMP STATION WILL BE DUPLEX CONFIGURATION WITH ABOVE GROUND VACUUM -PRIMING PUMPS. THE STATION
DISCHARGE PIPING ON THE PUMP STATION SITE WILL BE CONFIGURED TO ALLOW FOR BY-PASS PUMPING. EMERGENCY POWER
GENERATION WILL BE INCLUDED ON -SITE.
I. PIPING
A. STATION PIPING
B. FORCE MAIN PIPING
SUCTION:
DISCHARGE:
H-W FRICTION COEFFICIENTS:
H-W FRICTION COEFFICIENTS:
C. TOTAL FORCE MAIN LENGTH
D. TARGET PUMPING RATE (10-YR.)
VELOCITY IN FORCE MAIN AT TARGET PUMPING RATE
HEADLOSS IN FM PER 1,000 FT. (C=130)
E. TARGET PUMPING RATE (20-YR.)
VELOCITY IN FORCE MAIN AT TARGET PUMPING RATE
HEADLOSS IN FM PER 1,000 FT. (C=I30)
2. WET WELL DIMENSIONS AND ELEVATIONS
A.
B.
C.
D.
E.
F.
G.
H.
I .
J.
K.
L.
M.
N.
INSIDE DIMENSIONS, AREA (SF)
PUMP STATION RIM ELEVATION
CENTERLINE PUMP ELEVATION
INVERT OF INFLUENT LINE
HIGH LEVEL ALARM
LAG PUMP ON
LEAD PUMP ON
PUMP OFF
Low LEVEL ALARM
BOTTOM WET WELL
DETENTION VOLUME
FORCE MAIN HIGH POINT
FORCE MAIN DISCHARGE ELEVATION
CYCLE TIME :
PUMP ON TIME _
PUMP OFF TIME _
PUMPING CYCLE
YR. - 2004
8.00-FT. DIA.
122.20 FT. MSL
124.70 FT. MSL
116.60 FT. MSL
113.00 FT. MSL
112.50 FT. MSL
112.00 FT. MSL
109.00 FT. MSL
108.50 FT. MSL
107.50> FT. MSL
1127.39 GAL.
142.00 FT. MSL
140.10 FT. MSL
1.84 MIN.
12.99 MIN.
14.83 MIN.
81" D.I.P.
8." D.I.P.
10!" PVC
18000; FT.
700 GPM
50.24
770 GPM
2.86 FPS
3.21 FT.
3.15 FPS
3.83 FT.
YR. - 2024
8; 00' FT. DIA.
46 FT. MSL
70L FT. MSL
.60, FT. MSL
116.10 FT. MSL
115.60 FT. MSL
115.10 FT. MSL
109.00 FT. MSL
108.50 FT. MSL
107.50 FT. MSL
2292.35 GAL.
142.00 FT. MSL
I40..10'FT. MSL
4.94 MIN.
7.50 MIN.
12.44 MIN.
(INITIAL SERVICE)
(END OF SERVICE)
(INITIAL SERVICE)
(END OF SERVICE)
50.24 SF

r I g,
, ,. '111
`
,6 1
3. STATIC HEAD:
FORCE MAIN MAX. ELEV.
PUMP OFF ELEV.
TOTAL STATIC LIFT
4. FRICTION LOSSES'
A. PUMP STATION PIPING
142.00 FT.
109.00 FT.
33.00 FT.
NOMINAL FITTING / VALVE
DIAMETER DESCRIPTION
EQUIVALENT LENGTH TOTAL EQUIVALENT
# PER FITTING / VALVE LENGTH
(FT. / EA.) (FT.)
SUCTION
SIDE
,S-INCH .
STRAIGHT PIPE
-25.00 '`
8- INvcH
SWING CHECK VALVE:
I ` :
90 00.=u
90.00
NCH. `'
.90 ; DEGREE: BEND
2
I"2' 00 ::
24.00
.INCH
STRAIGHT PIPE`
SWING' CRECK:
PLUG VALV
VE,
90 - DEGREE BEND
B. FORCE MAIN PIPING:
SUBTOTAL SUCTION PIPING
4
12.00 '
SUBTOTAL DISCHARGE PIPING
139.00
90.00
4.00
48.00
162.00
1
TOTAL 8" DIA. STATION PIPING
NOMINAL
DIAMETER
FITTING / VALVE
DESCRIPTION
EQUIVALENT LENGTH
PER FITTING / VALVE
(FT. / EA.)
TOTAL EQUIVALENT
LENGTH
(FT.)
I0-INCH-'
10,-INCH'
STRAIGIT''PIPE (PVC))
90 - DEGREE:. BENDS
6
17.00
18,000
102.00
ICH>=
bEGREE:YBENDS
6
9.70
58.20
INCH`
PLUG VALVE
6
4.00
24.00
TOTAL 6" DIA. PIPING
18,184.20
5. NET POSITIVE SUCTION HEAD (AVAILABLE)
301.00
NPSH(A) = P(ATM.) - (SUCTION LIFT + SUCTION FRICTION + VAPOR PRESSURE) = 16.18 FT.
STATIC SUCTION LIFT =
MAX PER MANUFACTURER
15.70 FT
20.00 FT

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(BEGIN
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FRICTION HEADLOSS
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(END SERVICE)
0''O'
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(END SERVICE)
0.58
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VELOCITY
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TOTAL HEAD
(BEGIN SERVICE)
co
357.62
337.22
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TOTAL HEAD
(END SERVICE)
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I (50% EFF.) 1
FLUID
HORSEPOWER
(INITIAL)
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r �� r
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C. PUMP SELECTION
1 DUPLEX NON -CLOG SUBMERSIBLE SEWAGE PUMPS
A.
B.
C.
D.
E.
F.
G.
H.
SELECTED PUMP
PUMP DISCHARGE
MOTOR HORSEPOWER
MOTOR SPEED
ELECTRICAL SERVICE
IMPELLER DIAMETER
SOLIDS
TARGET Q V. HD.:
6C3B SMITH a LOVELESS, INC.
8 INCHES
30 HP
1760RPM
460 VOLT 3 PHASE
10 I/2 INCHES
3 INCHES
700 GPM @ 94.64 FT. TDH
2. ESTIMATED PUMPING RATE (ONE PUMP RUNNING)
PUMP CAPACITY:
700 GPM
3. ESTIMATED PUMPING RATE (TWO PUMPS RUNNING)
PUMP CAPACITY:
200
190
180
170
160
150
140
130
a 120
= 110
100
I- 90
80
70
60
50
40
30
20
10
0
95.00
FT. TDH
770 GPM/EA. @ 108 00'..,'.FT. TDH
PUMP CURVE
(Q) FLOW
(GPM)
2(Q) FLOW
(GPM)
TOTAL HD.
(FT.)
0
0
128.00'
200
400
117.00
400
600
800
1200
108.00
100.00
0
1400
9500
800,`K�
1000:
1200'
1600
2000
2400
8900
8.00
6200
200
400
600
800
GALLONS / MINUTE
1000
140
120
100
80
60
40
20
0
1200
HORSEPOWER @ 50% EFF.
SMITH LOVELESS 4B3B
SYSTEM CURVE (INITIAL)
TWO PUMPS IN PARALLEL
SYSTEM CURVE (END)
'HORSEPOWER @ 60% EFF.

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S6M31 IMPELLER
MAXIMUM SOLID - 3" SPHERE
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6838-SC38-6038
NON -CLOG PUMP
CONSTANT SPEED PERFORMANCE
.r. !r
knew YZ�'
1:::•,-.,. i..::: ..:;'�•.- :3:+ ^ ii „► ,o - ^?= .._...._ice:
MAX. FLOW '-'7
8- SUCTION •- ..... ........ .........-�:i
400
MIN. FLOW
500 G.P.M.
MAX.: FLOW
6" S CTION•
8 10
U.S. GALLONS PER MINUTE x 100
alto
12 14 16
<:s:s ".41ee�:.•:::w::>:i?:::::::::::.nQi:oE:i::9a:e•7 .......
6838-6C38-6038
+1�,R;a7.2sf:eiiaiiiiir xfiiiinieflliiiiinriFo. WET WELL MOUNTED PUMP STATION
dr. =•:;;sr.�:_ -":. NON- CLOG PUMP
30 '' _-tom r�� :0 =9::•• '•- —' �;•;z ;,,• CONSTANT SPEED PERFORMANCE
if�w' 7a f�fffill::;:f irn!!!!I Ernmil I• ;
a== =..... 1470 R.P.M.
S �f�ua►:fr �' `xfK:�wfeifi>fn!�if'' S6 M 31 IMPELLER
aiidet taYa
a,i EF :1
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Wrr i 6' (52(M.) : Wrr' 6"(20.3r'M) 6:";:li 1::n :1lu4Y 111:1
s :s..7i SUCTION SucnoN y�3.n it afIwiuisannir ..1::.:fin
20 40 60 00
i00
LITERS PER SECOND
S ' :sue=: «:."S
�'?�!-,.' - MAXIMUM SOLID-7.62 CM. SPHERE
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nal
Wafer & Wastewater
Wet Well Mounted
Pump Station
Smith & Loveless, Inc. November 1995

REQUIREMENTS & SPECIFICATIONS
FOR
SEWER MAIN EXTENSIONS
FOR
THE PUBLIC WORKS COMMISSION
FAYETTEVILLE, NORTH CAROLINA
CUMBERLAND COUNTY
PROJECT: �s5-
cc-tj'y 1°Y�D �U\
P
DATE SUBMITTED
7- /a- 63