WQ0037243_Sewer Extension_20140714

RECEIVED State of North Carolina
Department of Environment and Natural Resources
DWR' JUL 14 2014 Division of Water Resources
DMston of water ResourCe6ENR JAYETTEVILLE REGIONAL OFFICE 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 6).
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 maybe 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:
® 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 01-12 is required.

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.
)o- 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)
® Include a street level map showing all relevant project areas.
H. Stream Classification (WSCAS 08-13)
® 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.
Alternative Sewer Systems
➢ Projects involving low pressure sewer systems, vacuum sewer systems and other alternative 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.

USE THE TAB KEY TO MOVE FROM FIELD TO FIELD Application Number:
(to be completed by DWR) (� Coo 3 A 3
1.
OwnedPermittee:
1a.
City of Lumberton j
Full Legal Name (company, municipality, HOA, utility, etc.)
Z
1 b.
Wayne Home, City Manager
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Signing Official Name and Title (Please review 15A NCAC 2T .0106 (b) for authorized signing officials)
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g
1 c.
The legal entity who will own this system is:
❑ Individual ❑ Federal ® Municipality ❑ State/County ❑ Private Partnership ❑ Corporation ❑ Other (specify):
0
1 d.
PO Box 1388 le. Lumberton
ILL
Mailing Address City
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NC 1 g. 28358
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State Zip Code
0
1 h.
[phone] 1 i. [phone] 1 j, [e-mail]
QTelephone
Facsimile E-mail
V
2.
Project (Facility) Information:
J
2a.
M41C� ai 00,,A: 2b. Robeson
CL
Brief Project Name (permit will refer to this name) County Where Project is Located
a
a
3.
Contact Person:
Q
3a.
Joshua L. Walters, PE - Koonce, Noble and Associates, Project Engineer
Name and Affiliation of Someone Who Can Answer Questions About this Application
3b.
[phone] 3c. [e-mail]
Phone Number E-mail
1.
Project is ® New ❑ Modification (of an existing permit) If Modification, Permit No.:
2.
Owner is ® Public (skip to Item B(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, single office, etc.) or ❑ Public Utility (Instruction D)
❑ Leasing units (lots, townhomes, etc. - skip to item B(3)) ❑ Homeowner Assoc./Developer (Instruction E)
❑ Selling units (lots, townhomes, etc. - go to Item B(2b))
3.
Cityof Lumberton
0
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
~
a
4a.
City of Lumberton Wastewater Treatment Plant 4b. NCO024571
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Name of WWTF WWTF Permit No.
0
5a.
City of Lumberton 5b. 4" ElGravity 5c.
0
Owner of Downstream Sewer Receiving Sewer Size ® Force Main Permit # of Downstream Sewer (Instruction F)
LL
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6.
The origin of this wastewater is (check all that apply):
Residential Subdivision ❑ Retail (Stores, shopping centers) 100 % Domestic/Commercial
❑ Apartments/Condominiums ❑ Institution % Industrial
❑ Mobile Home Park ❑ Hospital
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❑ School ❑ Church (Attach Description)
d
❑ Restaurant ❑ Nursing Home % Other
El Office El Other (specify):
m
(Attach Description)
7.
Volume of wastewater to be .allocated or permitted for this particular project: 0 gallons per day
*Do not include future flows or previously permitted allocations
8.
If the permitted flow is zero, indicate why:
❑ Pump Station, Outfall or Interceptor Line where flow will be permitted in 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
(see 15A NCAC 02T .0303 to determine if a permit is required) Q = n r I\ ED
JUL 14 2014
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9. Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2T .0114 for
the value in Item 13(7) AND/OR the design flow for line or pump station sizing if a reduced or zero flow is being requested in
Item 13(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).
Zero flow. Flow is to be rerouted through lift station #9. 7 homes x 360 gpd/home = 2,520 gpd
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches)
8
Length (feet) New Gravity or Additional
Force Main
250 Gravity
11. Summary of Pump Stations w/ associated Force Mains to be Permitted (attach additional sheets as necessary)
Pump Station Location ID: (self chosen - as shown on plans/map for reference)
Longitude:
Design Flow
(MGD)
Pump Station Location ID:
Longitude:
Latitude: _
Operational Point Power Reliability Option
GPM @TDH 1 - permanent generator w/ATS; Force Main Size Force Main Length
2 - portable generator w/MTS
Latitude:
(self chosen - as shown on plans/map for reference)
Design Flow Operational Point Power Reliability Option
(MGD) GPM a@TDH 1 -permanent generator w/ATS; Force Main Size Force Main Length
2 - portable generator w/MTS
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 2"d treatment facility :
(RO — if "yes" to 13,12 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

14. Have the following permits/certifications been submitted for approval for the system or project to be served?
Al
u
Wetland/Stream Crossings - General Permit or 401 Certification? ❑ Yes ❑ No ® N/A
Sedimentation and Erosion Control Plan? [--]Yes ❑ No ® N/A
Trout Buffer Waiver? ❑ Yes ❑ No ® N/A
Stormwater? ❑ Yes ❑ No ® N/A
15. Does this project include any high priority lines (15A NCAC 02T .0402 (2)) 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. Owner/Permittee's Certification: (Signature of Signing Official and Project Name)
la.
1, Wayne Horne, attest that this application for MLK Sewer Modifications 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 an; 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: 1n 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 as civil penalties up to $25,000 per
violation.
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, Joshua L. Walters, PE attest that this application for MLK Sewer Modifications 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 other
professionals may have developed certain portions of this submittal package, inclusion of these materials under my
signature and seal signifies that / 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. Joshua L. Walters, PE
Professional Engineer Name
2b. Koonce, Noble and Associates, Inc.
Engineering Firm
2c. 208 East 5"' Street
Mailing Address
2d. Lumberton
City
2e. NC
State
2f. 28358
Zip
2g. 910-738.9376 2h. 910-734-8378 2i. [e-mail]
Telephone Facsimile E-mail
SEAL -P• -
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IIII
NC PE Seal, Signature & Date

THE COMPLETED APPLICATION AND SUPPORTING DOCUMENTATION (ORIGINAL AND COPY) SHALL BE
SUBMITTED TO THE APPROPRIATE REGIONAL OFFCE:
REGIONAL OFFICE
ADDRESS
COUNTIES SERVED
Asheville Regional Office
2090 US Highway 70
Avery, Buncombe, Burke, Caldwell, Cherokee,
Swannanoa, North Carolina 28778
Clay, Graham, Haywood, Henderson, Jackson,
[phone]
Macon, Madison, McDowell, Mitchell, Polk,
[phone] Fax
Rutherford, Swain, Transylvania, Yancey
Fayetteville Regional Office
225 Green Street Suite 714
Anson, Bladen, Cumberland, Harnett, Hoke,
Fayetteville, North Carolina 28301-5094
Montgomery, Moore, Robeson, Richmond,
[phone]
Sampson, Scotland
[phone] Fax
Mooresville Regional Office
610 E. Center Avenue, Suite 301
Alexander, Cabarrus, Catawba, Cleveland,
Mooresville, North Carolina 28115
Gaston, Iredell, Lincoln, Mecklenburg, Rowan,
[phone]
Stanly, Union
[phone] Fax
Raleigh Regional Office
1628 Mail Service Center
Chatham, Durham, Edgecombe, Franklin,
Raleigh, North Carolina 27699-1628
Granville, Halifax, Johnston, Lee, Nash,
[phone]
Northampton, Orange, Person, Vance, Wake,
[phone] Fax
Warren, Wilson
Washington Regional Office
943 Washington Square Mall
Beaufort, Bertie, Camden, Chowan, Craven,
Washington, North Carolina 27889
Currituck, Dare, Gates, Greene, Hertford, Hyde,
[phone]
Jones, Lenoir, Martin, Pamlico, Pasquotank,
[phone] Fax
Perquimans, Pitt, Tyrrell, Washington, Wayne
Wilmington Regional Office
127 Cardinal Drive Extension
Brunswick, Carteret, Columbus, Duplin, New
Wilmington, North Carolina 28405
Hanover, Onslow, Pender
[phone]
[phone] Fax
Winston-Salem Regional Office
585 Waughtown Street
Alamance, Alleghany, Ashe, Caswell, Davidson,
Winston-Salem, North Carolina 27107
Davie, Forsyth, Guilford, Rockingham, Randolph,
[phone]
Stokes, Surry, Watauga, Wilkes, Yadkin
[phone] Fax

JUL 14 2014
•�-- State of North Carolina
:?M-FAYETTEMLLEREGIONAPd tment of Environment and Natural Resources
14� Division of Water Resources
Division of Water Resources Watershed Classification Attachment (WSCAS 08-13)
The Division of Water Resources (Division) will not consider this attachment form to be
complete unless all the instructions are followed. Failure to follow the instructions or to
submit all of the required items will lead to additional application processing and review
time.
For more information or for an electronic version of this form, visit our web site at:
hftp://portal.ncdenr.org/web/Wq/swp/ps/cs/ext
INSTRUCTIONS TO THE APPLICANT:
A. Attachment Form:
✓ If the sewer system project area is a minimum of 100 feet from any surface water or wetlands, this
classification is NOT necessary. If any portion of the sewer system project is within 100 feet of any
surface water or wetlands, this form must be completed if there are proposed design conflicts with
setbacks or buffers as listed in 2T .0305 (f)..
✓ Do not submit this attachment form for review without a corresponding permit application (Form
FTA 08-13) unless requested by the Division.
✓ Any changes to this attachment form will result in the application package being returned.
B. Prepare the attachment form with the requested information for each portion or location of the
sewer system that is in conflict with a waterbody or wetlands.
✓ Use the Division's guidance document entitled, "DETERMINING STREAM CLASSIFICATIONS
FOR FORM WSCAS 08-13 (SEWER SYSTEMS)" to collect the stream classification data. This
document is available from our web site at the address shown above or by contacting the
appropriate Division of Water Resources regional office.
✓ The same Professional Engineer who certified the permit application form should seal this form.
Different Professional Engineering seals may be accepted from engineers within the same firm.
✓ Submit an 8.5-inch by 11-inch COLOR copy of a USGS Topographic Map of sufficient scale to
identify the entire project area and the closest surface waters. Each map or maps must show the
location of the sewer line and pump stations and be of reproducible quality. For instance, the
project involves 4 miles of interceptor sewer that traverses over or near several different
waterbodies (or counties, basins, etc.). The map should have location ID's for each different
waterbody (where the sewer line is within the setback/buffer) and corresponding classifications
should be recorded.
C. Include the attachment form and the map portions with the permit application for submittal to
the appropriate regional office.
✓ A list of the Division's regional offices, their county coverage, and their contact information may be
downloaded from the web site at: hftp://Portal.ncdenr.org/web/wq/home/ro
***THESE INSTRUCTIONS DO NOT NEED TO BE SUBMITTED***
INSTRUCTIONS FOR FORM: WSCAS 08-13

FORM WSCAS 08-13
WATERSHED CLASSIFICATION ATTACHMENT
FOR SEWER SYSTEMS
Applicant Name
Project Name
City of Lumberton
MLK Sewer Modifications
Professional Engineer Name
Engineering Firm Name
Joshua L. Walters
Koonce, Noble and Associates, Inc.
Location
ID
Name of Waterbody'
County
River
Basin
Waterbody Stream
Index No.
Waterbody
Classification
1
Gum Branch Canal
Robeson
Lumberton
14-14-1
C;Sw
' If unnamed, indicate "unnamed tributary to X", where X is the named waterbody to which the unnamed tributary joins.
I certify that as a Registered Professional Engineer in the State of
North Carolina that 1 have diligently followed the Division's instructions
for classifying waterbodies and that the above classifications are
inclusive of the stated project, complete and correct to the best of my
knowledge and belief.
PE Seal, Signature and Date
*** END OF FORM WSCAS 08-13 ***
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FORM: WSCAS 08-13 Page 1 of 1

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SITE: LUMBERTON SEWER MODIFICATION
KOONCE' NOBLE
208EAST 5thSTREET
SOURCE: USGS QUAD SW LUMBERTON
DATE: 1997
& ASSOCIATES' IN C
P.O. BOX 1027
LUMBERTON, NC 28359
1(910)
SCALE: In = 1,000'
MLK PROJECT SITE
/
CONSULTING ENGINEERS
FAX 7 38;9378
EMAIL,- KNAengineeringaatt.net
Lic. No F-0103

RECENtiu
JUL 14 2014 State of North Carolina
DENR-FAYETTEVILLE REGIONAL Oartment of Environment and Natural Resources
Division of Water Resources
Of, [%,,,,, „t ,ti,,, ,, Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 08-13)
Project Applicant Name: City of Lumberton
Project Name for which flow is being requested: MLK Sewer Modifications
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 wastewaterlow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: City of Lumberton Wastewater Treatment Plant
b. WWTP Facility Permit #: 0024571
AllJlows are in MGD
c. WWTP facility's permitted flow 20.0
d. Estimated obligated flow not yet tributary to the WWTP 1.11
e. WWTP facility's actual avg. flow 6.0
f. Total flow for this specific request 0
g. Total actual and obligated flows to the facility 7.11
h. Percent of permitted flow used 36%
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 / pf),
Daily Flow,
Daily Flow,
Obligated
Available
Number)
MGD
MGD
MGD
MGD
Flow
Capacity***
Nevada
st(#9)
0.576
0.200
0.141
0
0.141
0.059
Blue
Flash(#7)
2.160
0.864
1.035
0
1.035
-0.171
Pines(#53)
7.344
2.937
2.359
0
2.359
0.578
* 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 08-1 i

III. Certification Statement:
I Robert Armstrong 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 bffcial Signature \1 / Date
Page 2 of 6
F"I-SE 08-1 3

FTSE PLANNING ASSESSMENT ADDENDUM (PAA)
Submit a planning assessment addendum for each pump station listed in Section II where Available
Capacity is < 0.
Pump Station (Name or Number):
Given that:
a. The proportion and amount of Obligated, Not Yet Tributary Daily Flow (C) accounts for
0 % and 0 MGD of the Available Capacity (E) in Pump Station
#7 ; and that
b. The rate of activation of this obligated, not yet tributary capacity is currently approximately
0 MGD per year; and that
c. A funded Capital Project that will provide the required planned capacity, namely
is in design or under construction with
planned completion in ; and/or
d. The following applies:
This project generates no new flow. The project will re -direct 2,520 gallons per day to lift
station #9 in order to accommodate a bridge replacement project. The flow curently is
conveyed directly to lift station #7. Lift Station #7 was completed replaced in 2007
and has performed with no overflows. No new flows are projected for the area.
Therefore:
Given reasonably expected conditions and planning information, there is sufficient justification
to allow this flow to be permitted, without a significant likelihood of over -allocating capacity in
the system infrastructure.
I understand that this does not relieve the collection system owner from complying with G.S.
143-215.67(a) which prohibits the introduction of any waste in excess of the capacity of the
waste disposal system.
��J
Signing Official Signature
Date
Page 3 of 6
FTSE 08-1 3

Owner: City of Lumberton
Project: MLK Sewer Modifications
L'ngineer: Koonce, Noble and Associates, Inc.
Project Narrative
NCUO•I• is concerned the existing gravity sewer will conflict with the proposed bridge
replacement project. "Ile existing now is currently can wyed directly to lilt station 47.
The modifications will add an intermediate lilt/pump Station 99. The Scwcr rcr011tin,1
project will re -direct 2.520 gallson per day (7 homes x 360 gpd 2,520 gpd) to lilt
station 99 in order to accommodate a bridge replacement project. Li It Station #9 pumps
to station #7 which pumps to Station 453 which pumps to the WW P. According to the
city's records, lilt station #9 has adcduate capacity to handle the additional flow. No
additional flow is being added to any downstream lilt stations.
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JUL 14 2014
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BB&T 214418
BRANCH BANKING AND TRUST COMPANY
CITY OF LUMBERTON 1-800-BANK BBT BBT.com
GENERAL ACCOUNT 66-112/531
P.O. BOX 1388 Void if not cashed
,., in 120 days of
LUMBERTON, N.C. 28359 issue date.
,7 7
DATE CHECK NO. CHECK AMOUNT
0 /0;3/ZO14 214418 '.S'r480 M 00
PAY *ai:'*at'480 DOLLARS AND 00 CENTS
F—
AY NO DEN
TOR. ORDER MAIL SERVICE CENTER 1615
OF RALE T GH r NC 27699-1615
THIS INSTRUMENT HAS BEEN PREAUDITED IN THE MANNER REQUIRED
BY THE LOCAL GOVERNMENT BUDGET AND FISCAL CONTROL ACT.
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1NANCE DIRECTOR
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MANAGER

Permit Number W00037243
Central Files: APS _ SWP
7/28/2014
Permit Tracking Slip
Program Category
Status
Project Type
Non -discharge
Active
New Project
Permit Type
Version
Permit Classification
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
1.00
Individual
Primary Reviewer
Permit Contact
Affiliation
trent.allen
Coastal SWRule
Permitted Flow
0
Facility
Facility Name
Major/Minor
Region
MILK Sewer Modifications
Minor
Fayetteville
Location Address
County
Robeson
Facility Contact Affiliation
Owner
Owner Name
Owner Type
City of Lumberton
Unknown
Owner Affiliation
Wayne Horne
City Manager
PO Box 1388
Dates/Events
Lumberton
NC 28358
Scheduled
Orig Issue App Received
Draft Initiated Issuance Public Notice Issue
Effective Expiration
7/28/2014 7/14/2014
7/28/2014
7/28/2014
Regulated Activities
Requested /Received Events
Wastewater collection
Additional information requested
Additional information received
Outfa I I
Waterbody Name
Streamindex Number Current Class
Subbasin