WQ0035155_Sewer Extension_20110926

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USE THE TAB KEY TO MOVE FROM FIELD TO FIELD! Application Number.:;; a� r"'1i—
(to be completed by DWQ)
1. Owner/Permittee:
1a. City of Lumberton, NC
Full Legal Name (company, municipality, HOA, utility, etc.) Dwu
1b. Wayne Horne, City Manager
Signing Official Name and Title (Please review 15A NCAC 2T .0106 (b) for authorized signing officials!)
1c.
The legal entity who will own this system is:
❑ Individual ❑ Federal ® Municipality ❑ State/County ❑ Private
Partnership ❑ Corporation ❑ Other (specify):
1d.
500 N. Cedar Street
1e. Lumberton
Mailing Address
City
1f.
North Carolina
1g. 28358
State
Zip Code
1h.
[phone] 1i. [phone]
1j. [e-mail]
Telephone Facsimile
E-mail
2.
Project (Facility) Information:
2a.
Commercial Drive & Utilities Improvement (DS & EM, PLLC)
2b. Robeson
Brief Project Name (permit will refer to this name)
County Where Project is Located
3.
Contact Person:
3a.
Jonathan E. Locklear, Design Engineer
Name and Affiliation of Someone Who Can Answer Questions
About this Application
3b.
[phone]
3c. [e-mail]
Phone Number E-mail
_. _._... _.. _... _....
Project is ❑ New ® Modification (of an existing permit) If Modification, Permit No.
WQ0035155
2. Owner is H 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)
3.
❑ Retaining Ownership (i.e. store, church, single office, etc.) or
❑ Leasing units (lots, townhomes, etc. - skip to Item 8(3))
❑ Selling units (lots, townhomes, etc. - go to Item B(2b))
of Lumberton
DS & EM Investments, LLC
PO Box 1448
Lumberton, NC 28359
910-738-5277
❑ Public Utility (Instruction C)
❑ Homeowner Assoc./Developer (Instruction D)
092
66-112/531
DATE_ September 22, 2011
PAY
TO THE
ORDER OF NC DENR
$ 480.00
Four_ Hundred Eighty Dollars and no/100---- DOLLARS F•°
Delft on
Beck.
BRANCH BANKING AND TRUST COMPANY
1-WO-BANK BBT BBT.eom
FOR - Bonanza -Tract
AP

H Pump Station, Outfall or Interceptor Line wnere now wm De Nerinnicsu 111 auvaayuclIL F....... e.... _ ...._ +
❑ 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)
FTA 12/07

Ot WATER DE-MR—FRo
State of North Carolina
SEF - 6 2011 Department of Environment and Natural Resources
r Division of Water Quality
o �
DWQ FAST -TRACK APPLICATION
(FTA 12/07 very)
for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS
(Pressure & Vacuum sewer systems are not to be included as part of this application package)
INSTRUCTIONS: Indicate that you have included/addressed the following list of required application package items by
checking the space provided next to each applicable item. Failure to submit all required items will lead to your application
being returned as incomplete. Forms are available from the web site or by calling the Regional Office serving your county:
http://h2o. enr. state. nc. us/peres/Collection % 20Systems/CollectionSystemApplications. html
❑ A. Application Form - Submit one original and one copy of the completed and appropriately executed application
form. The application should include a project narrative describing the final build -out 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.). Only
include the modified information in this permit application - do not duplicate project information that has already
been included in the original permit.
Any changes to this form will result in the application being returned. The Division of Water Quality (Division) will
only accept application packages that have been fully completed with all applicable items addressed. You do not
need to submit detailed plans and specifications unless you respond NO to Item 603).
Separate aDDlications should be made for non-contiguous sewer systems
❑ B. Application Fee - Submit a check in the amount of $480 made payable to: North Carolina Department of
Environment and Natural Resources (NCDENR). Checks shall be dated within 90 days of application submittal.
❑ C. Certificates of Public Convenience and Necessity - If the application is being submitted in the name of a
privately -owned public utility, submit two copies of the Certificate of Public Convenience and Necessity (CPCN)
which demonstrates that the public utility is authorized to hold the utility franchise for the area to be served by the
sewer extension. If a CPCN has not been issued, provide two copies of a letter from the North Carolina Utilities
Commission's Public Staff that states that an application for a franchise has been received, that the service area
is contiguous to an existing franchised area, and/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.
❑ D. Operational Agreements - Submit one original and two copies of a properly executed operational agreement, as
per 15A NCAC 02T .0115, if the application is submitted by a private applicant and will be serving residential or
commercial lots (e.g., houses, condominiums, townhomes, outparcels, etc.) that will be sold to another entity. If
the applicant is a home or property owner's association, use Form HOA 02/03. If the applicant is a developer,
use Form DEV 02/03. EVEN IF THE PROJECT MAY BE TURNED OVER TO A MUNICIPALITY UPON
COMPLETION, FORM DEV 02/03 IS REQUIRED.
❑ E. Downstream Sewer, WWTF Capacity and Flow Tracking/Acceptance - FORM FTSE 10/07 (Flow
Tracking/Acceptance for Sewer Extension Permit Applications) is required with every application. The applicant
(and owners of downstream sewers, pump stations and/or treatment facilities submitting FORM FTSE-10/07)
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 10/07
from the owner of the downstream sewer and owner of the WWTF, if different. The flow acceptance indicated in
FORM FTSE-10/07 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-10/07 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 project -specific FTSE 10/07.
❑ F Map - 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. Include a street level map showing the downstream connection
point, and the permit number for the downstream sewer, if known.
FTA12/07

'�. -Stream Classifications — Watershed Classification Attachment (Form WSCAS-12/07) If any portion of the
sewer system project is within 100 feet of any surface water or wetlands, the Watershed Classification Attachment
may need to be completed. A variance must be requested for encroachment within required setbacks or buffers
pursuant to 2T .0305 (f) and be indicated in Item B-13 with supporting documentation/justification provided.
❑ H Environmental Assessments — If this project is subject to an Environmental Assessment (EA) [15A NCAC
01C], this application cannot be used. Send the project application on the most current version of Form
PSFMGSA to the Design Management Unit, 1633 Mail Service Center, Raleigh, NC 27699-1633. Applications
cannot be accepted 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.
❑ I. 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 this project, please indicate in B(12) and give the permit
number of the second treatment facility.
❑ J. 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 Fast -Track
Permitting of Pump Stations and Force Mains (most recent version), as applicable to the project.
THE COMPLETED FTA 12/07 APPLICATION PACKAGE, INCLUDING ALL SUPPORTING
DOCUMENTS AND $480 FEE, SHOULD BE SENT TO THE APPROPRIATE REGIONAL OFFICE:
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
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
For more information, please visit our web site at:
http://h2o.enr.state. nc. uslperes/Collection % 2OSystemsICollectionSystemsHome.htmi
or contact the Regional Office serving your county.
FTA 12/07

USE THE TAB KEY TO MOVE FROM FIELD TO FIELDI Application Number:
_.._......_ _..............__..... _ ___..... .._._.__. ........__(to be completed_by._DWQ)._...._.
1.
Owner/Permittee:
la.
City of Lumberton, NC
Full Legal Name (company, municipality, HOA, utility, etc.)
Z
1b.
Wayne Horne. City Manager I
0
Signing Official Name and Title (Please review 15A NCAC 2T .0106 (b) for authorized signing officials!)
Q
1c.
The legal entity who will own this system is:
❑ Individual ❑ Federal ® Municipality ❑ State/County ❑ Private Partnership ❑ Corporation ❑ Other (specify):
o
1d.
500 N. Cedar Street le. Lumberton
LL.
Mailing Address City !
Z
1f.
North Carolina 1g. 28358
Z
State Zip Code
0
1h.
[phone] 1i. [phone] 1j. [e-mail] j
QTelephone
Facsimile E-mail
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2.
Project (Facility) Information:
J
2a.
Commercial Drive & Utilities Improvement (DS & EM, PLLC) 2b. Robeson
aBrief
Project Name (permit will refer to this name) County Where Project is Located
Q
3.
Contact Person:
Jonathan E. Locklear, Design Engineer
Q3a.
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.: W00035155
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 C)
❑ Leasing units (lots, townhomes, etc. - skip to Item B(3)) ❑ Homeowner Assoc./Developer (Instruction D)
❑ Selling units (lots, townhomes, etc. - go to Item B(2b))
3.
City of Lumberton
Z
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
0
4a.
Lumberton Waste Water Treatment Plant 4b NC 0024571
(�
Name of WWTF WWTF Permit No.
_ _ _ __ --
a
5a.
__-... _ _
City of Lumberton b 8" Dia. DIP 1Z Gravity 5c WQCS00024
Owner of Downstream Sewer]Receiving Sewer Size ,❑ Force Main Permit # of Downstream Sewer (Instruction E)
_.
0
S.
The origin of this wastewater is (check all that apply):
_
LL
Z
i 100 % Domestic/Commercial
❑ Residential Subdivision ® Retail (Stores, shopping centers)
1,-
❑ Apartments/Condominiums ❑ Institution % Industrial (attach
❑ Mobile Home Park ❑ Hospital I description.)
❑ School El Church (RO: contact your Regional Office
❑ Restaurant ❑ Nursing Home
LLLI
CL
Pretreatment staff)
❑ Office ❑ Other (specify): I
{ % Other (specify):
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: This phase of the project is to install a new commercial drive and utilities
to support the development of this small commercial subdivision. No tenants currently occupy any of the sites.
This application is a modification to the original; reversed line location to tie into different location of existing
system.
❑ 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)
FTA 12/07

9. Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2T .0114 foi
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).
6,240 gpd (Reference attached Spread Sheet)
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches) Length (feet) New Gravity or Additional
Force Main
8 705 New Gravity
W11. 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)
H Design Flow Operational Point Power Reliability Option
(MGD) GPM @TDH 1 - permanent generator w/ATS; Force Main Size Force Main Length
0 2 - portable generator w/MTS
V
z
o
Pump Station Location ID (self chosen - as shown on plans/map for reference)
Design
Flow Power Reliability Option
Operational Point, I - permanent generator w/ATS; Force Main Size Force Main Length
O GPM @TDH 2 - portable generator w/MTS
Pump Station Location ID (self chosen - as shown on plans/map for reference)
W Design Flow Operational Point Power Reliability Option
W (MGD) GPM @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 B,12 please contact the Central Office PERCS Unit)
13. 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 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 12/07

44. 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?
❑ Yes
® No
❑ N/A
Sedimentation and Erosion Control Plan?
❑ Yes
® No
❑ N/A
Stormwater?
❑ Yes
® No
❑ N/A
15. Does this project include any high priority lines, [see 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)
1, Wayne Horneattest that this application for Commercial Drive & Utilities Improvement has been reviewed by me
and is accurate and complete to the best of my knowledge. 1 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 as civil
penalties, 000 per violation.
la. —
Signin is ure Date
ENGINEERING DESIGN DOCUMENTS MUST BE COMPLETED PRIOR TO SUBMITTAL OF THIS
APPLICATION. THESE DOCUMENTS MUST INCLUDE PLAN AND PROFILE OF SEWERS, THEIR PROXIMITY
Cn TO OTHER UTILITIES, DESIGN CALCULATIONS. ETC. REFER TO 15A NCAC 02T .0305
Z
O
Q 2. Professional Engineer's Certification: (Signature of Design Engineer and Project Name)
i
V 1, Jonathan E. Locklear, attest that this application for Commercial Drive & Utilities Improvement has been reviewed 0)
LL 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
W Gravity Sewers adopted February 12, 1996, and the Minimum Design Criteria for the Fast -Track Permitting of Pump
V 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
V under my signature and seal signifies that 1 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. Jonathan E. Locklear
Professional Engineer Name
2b. Locklear, Locklear & Jacobs, PLLC.
Engineering Firm
2c. PO Box 3119
Mailing Address
2d. Pembroke
City
2e. NC 2f. 28372
State Zip
2g. [phone] 2h. [phone] 2i. [e-mail]
Telephone Facsimile E-mail
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NC PE Seal, Signature & Date
FTA 12/07

Waste Water Design Flows
Date: 9/24/10
Project: New Commercial Drive & Utilities Improvements (DS & EM Investments)
Brief Project Description: The proposed project is the construction a new commercial subdivision, consisting of a new
street approximately 590-ft to the center of the cul-de-sac and new sewer and water main
extensions. The project is located approximately 670-ft Northwest of the intersection of
Alexander Street and NC 211 and consist of four individual lots ranging in size from 1 acre to
2 acres.
Land Use Description: The subdivision is zoned per the City of Lumberton's Land Use Ordinance, B7 Business. This
district can accommodate a wide range of commercial activities, including manufactured home
sales. Based on the recent build out around this site and the current economic trends, it is
assumed that the developments on these sites will be stores and shopping centers without food
services. Per NC Administrative Code, Subchapter 2T, Section .0114 (Wastewater Design Flow
Rates) the minimum allowable daily design flow rate for this type of end use is 100 gal/1000
sgft.
Est. Wastewater Flow: Assuming each lot is developed such that the building foot print is 25% of the total lot area
Lot
Area
Est. Building
Foot Print
Estimated Flow/Day
(#)
(acres)
(acres)
(sqft)
(gal/day)
2
1
0.25
10,890
1,089
3
1.28
0.32
13,939
1,394
4
1.45
0.36
15,791
1,579
5
2
0.50
21,780
2,178
Total =
6,240
Pipe Size: If the estimated flow is over an 8 hour work day (conservative) and the minimum size pipe, 8"
diameter, is used and is installed at a 0.4% grade than the pipe would be flowing at less then 1-
in of the depth of the pipe. (Refer to the attached pipe calculations.)
LOCKLEAR, LOCKLEAR JACOBS, PLLC
PO BOX 3119 PEMBROKE, NC 28372
910-309-1765

Q'�!Lks
` NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins
Governor Director
December 28, 2010
Wayne Horne, City Manager
City of Lumberton
500 North Cedar Street
Lumberton, NC 28358
SUBJECT: Permit No. WQ0035155
Commercial Drive & Utilities Improvement
Wastewater Collection System Extension
Robeson County
Dear Wayne Horne, City Manager,
Dee Freeman
Secretary
In accordance with your application received December 6, 2010, we are forwarding herewith Permit
No. WQ0035155 dated December 28, 2010, to the City of Lumberton 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 the wastewater collection
facilities be properly operated and maintained in accordance with 15A NCAC 02T .0403 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 02T .0305; the Division of Water Quality's (Division) Gravity Sewer Minimum Design
Criteria adopted February 12, 1996, as applicable; and the Division's Minimum Design Criteria for the
Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000, as applicable, unless
specifically mentioned therein. Division approval is based on acceptance of the certification provided by
the North Carolina -licensed Professional Engineer named in the application. It shall be the Permittee's
responsibility to ensure that the as -constructed project meets the appropriate design criteria and rules.
Failure to comply may result in penalties in accordance with North Carolina General Statute § 143-215.6A
through § 143-215.6C, construction of additional or replacement wastewater collection facilities, and/or
referral of the North Carolina -licensed professional Engineer to the licensing board.
NNoa hCarolina
aturally
North Carolina Division of Water Quality 225 Green Street — Suite 714 Fayetteville, NC 28301-5043 Phone [phone] Customer Service
Internet: www.ncwaterquality.org FAX [phone]
An Equal Opportunity/Affirmative Action Employer — 50% Recycled/10%a Post Consumer Paper

rage L
December 28, 2010
In accordance with provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules, and Regulations, permission is hereby granted to the City of
Lumberton for the construction and operation of 470 linear feet of 8-inch gravity sewer to serve as part of the
Commercial Drive & Utilities Improvement project with 6,240 gallons per day of collected domestic
wastewater into the Lumberton Wastewater Treatment Plant, pursuant to the application received
December 6, 2010, and in conformity with 15A NCAC 02T .0305; 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 Lumberton Wastewater
Treatment Plant (NC0024571) 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, North
Carolina 27699-6714. Unless such demands are made, this permit shall be final and binding.
If you need additional information concerning this matter, please contact Trent Allen at
[phone].
Sincerely,
for Coleen H. Sullins, Director
cc: Fayetteville Regional Office, Water Quality Section (WPCF Permit No. NC0024571)
Jonathan E. Locklear, Locklear, Locklear & Jacobs, PLLC, Post Office Box 3119, Pembroke,
North Carolina 28372
NCDENR DWQ Central Files
PERCS Unit

NORM C:AROLINA
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 02T .0305; 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 02T .0403. If an individual permit is not
required, the following performance criteria shall be met as provided in 15A NCAC 02T .0403:
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 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.

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 Nothd
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. Per 15A NCAC 02T .0305, upon completion of construction and prior to operation of these permitted
facilities, the completed Engineering Certification form attached to this permit shall be submitted with
the required supporting documents to the address provided on the form. A complete certification is one
where the form is fully executed and the supporting documents are provided as applicable.
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 02T .0305; 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 NCGO10000, and any requirements pertaining to wetlands under 15A NCAC 2B .0200
and 15A NCAC 2H .0500.

The Permittee shall verbally report to a water quality staff member at the Fayetteville Regional Office,
telephone number [phone], 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.
Voice mail messages or faxed information is permissible but shall not be considered as the initial verbal
report. Overflows and spills occurring outside normal business hours may also be reported to the
Division of Emergency Management at telephone number [phone] or [phone]. Persons
reporting any of the above occurrences shall file a spill report by completing Part I of Form CS-SSO (or
the most current Division approved form), within five days following first knowledge of the occurrence.
This report shall outline the actions taken or proposed to ensure that the problem does not recur. Per
Condition 1 (2), Part II of Form CS-SSO (or the most current Division approved form) can also be
completed to show that the SSO was beyond control.
Permit issued this twenty-eighth day of December 2010
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Coleen H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0035155

Permit No. WQ0035155
December 21, 2010 `
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
, 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 Commercial Drive & Utilities Improvement project in
Robeson County 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 02T
.0305; 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 final 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.

AV e6u
QF W ATE9 State of North Carolina
�G 1`dment of vironment and Natural Resources
v� D' V Division of Water Quality
a- D�. �F O
o DEC 0 6'z01tAST-TRACK APPLICATION
(FTA 12/07 ver5)
for GRAVITY SE MP STATIONS, AND FORCE MAINS
(Presa-ure & Vacuum sewL7 s}s are not to be included as part of this application package)
INSTRUCTIONS: Indicate that you have included/addressed the following list of required application package items by
checking the space provided next to each applicable item. Failure to submit all required items will lead to your application
being returned as incomplete. Forms are available from the web site or by calling the Regional Office serving your county:
http://h2o. enr. state. nc. us/peres/Collection%20Systems/Collection SystemApplications. html
Application Form - Submit one original and one copy of the completed and appropriately executed application
form. The application should include a project narrative describing the final build -out 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.). Only
include the modified information in this permit application - do not duplicate project information that has already
been included in the original permit.
Any changes to this form will result in the application being returned. The Division of Water Quality (Division) will
only accept application packages that have been fully completed with all applicable items addressed. You do not
need to submit detailed plans and specifications unless you respond NO to Item B0 3).
Separate applications should be made for non-contiguous sewer systems.
❑ B. Application Fee - Submit a check in the amount of $480 made payable to: North Carolina Department of
Environment and Natural Resources (NCDENR). Checks shall be dated within 90 days of application submittal.
VC. Certificates of Public Convenience and Necessity — If the application is being submitted in the name of a
N/A privately -owned public utility, submit two copies of the Certificate of Public Convenience and Necessity (CPCN)
which demonstrates that the public utility is authorized to hold the utility franchise for the area to be served by the
sewer extension. If a CPCN has not been issued, provide two copies of a letter from the North Carolina Utilities
Commission's Public Staff that states that an application for a franchise has been received, that the service area
is contiguous to an existing franchised area, and/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.
9'D. Operational Agreements — Submit one original and two copies of a properly executed operational agreement, as
MIA per 15A NCAC 02T .0115, if the application is submitted by a private applicant and will be serving residential or
commercial lots (e.g., houses, condominiums, townhomes, outparcels, etc.) that will be sold to another entity. If
the applicant is a home or property owner's association, use Form HOA 02/03. If the applicant is a developer,
use Form DEV 02/03. EVEN IF THE PROJECT MAY BE TURNED OVER TO A MUNICIPALITY UPON
COMPLETION, FORM DEV 02/03 IS REQUIRED.
❑ E. Downstream Sewer, WWTF Capacity and Flow Tracking/Acceptance — FORM FTSE 10/07 (Flow
Tracking/Acceptance for Sewer Extension Permit Applications) is required with every application. The applicant
(and owners of downstream sewers, pump stations and/or treatment facilities submitting FORM FTSE-10/07)
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 10/07
from the owner of the downstream sewer and owner of the WWTF, if different. The flow acceptance indicated in
FORM FTSE-10/07 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-10/07 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 project -specific FTSE 10/07.
[� F Map — 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. Include a street level map showing the downstream connection
point, and the permit number for the downstream sewer, if known.

[�f G. Stream Classifications — Watershed Classification Attachment (Form WSCAS-12/07) If any portion of the
H/A sewer system project is within 100 feet of any surface water or wetlands, the Watershed Classification Aftachment
may need to be completed. A variance must be requested for encroachment within required setbacks or buffers
pursuant to 2T .0305 (f) and be indicated in Item B-13 with supporting documentationfjustification provided.
H Environmental Assessments — If this project is subject to an Environmental Assessment (EA) (15A NCAC
Nlpr 01 C), this application cannot be used. Send the project application on the most current version of Form
PSFMGSA to the Design Management Unit, 1633 Mail Service Center, Raleigh, NC 27699-1633. Applications
cannot be accepted 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.
[� 1. Flow Direction — Many wastewater treatment systems are entering into agreements for regionalization efforts
N1q 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 this project, please indicate in B(12) and give the permit
number of the second treatment facility.
[� J. 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 Fast -Track
Permitting of Pump Stations and Force Mains (most recent version), as applicable to the project.
THE COMPLETED FTA 12/07 APPLICATION PACKAGE, INCLUDING ALL SUPPORTING
DOCUMENTS AND $480 FEE, SHOULD BE SENT TO THE APPROPRIATE REGIONAL OFFICE:
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
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
For more information, please visit our web site at:
http://h2o.enr state.nc.uslperes/Collection%20SYstems/CollectionSystemsHorne.html
or contact the Regional Office serving your county.

. USE THE TAB KEY TO MOVE FROM FIELD TO FIELD' FF
(to be completed by DWQ)
1. Owner/Pennittee:
1 a. City of Lumberton, NC
Full Legal Name (company, municipality, HOA, utility, etc.)
Z 1b. Wayne Home, City Manager
0 Signing Official Name and Title (Please review 15A NCAC 2T.0106 (b) for authorized signing officials!)
0
U.
Z
Z
0
U
:1
CL
a.
ZO
1c. The legal entity who will own this system is:
El Individual El Federal 0 Municipality [I State/County [I Private Partnership El Corporation El Other (specify):
1 e. -Lumberton
City
1 g. 28350
State Zip Code
1 h. [phone] Ii. [phone] 1j. whorn cilumberton.nc.us
Telephone Facsimile E-mail
2. Protect [Facility) Information:
2a. Commercial Drive & Utilities Improvement (DS & EM, PLLC) 2b. Robeson
Brief Project Name (permit will refer to this name) County Where Project is Located
3. Contact Person:
3a. Jonathan E. Locklear, Design 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 [0 New E] Modification (of an existing permit) If Modification, Permit No.:
I d. 500 N. Cedar Street
Mailing Address
1f. North Carolina
2.
2a.
3.
Owner is g Public (skip to ffern B(3)) E] Private (go to Item 2(a))
If private, applicant will be: 2b. If sold, facilities owned by a (must choose one)
El Retaining Ownership (i.e. store, church, single office, etc.) or El Public Utility (instruction C)
El Leasing units (lots, townhornes, etc. - skip to Item B(3)) D Homeowner Assoc./Developer (instruction D)
El Selling units (lots, townhomes, etc. - go to Item B(2b))
City of Lumberton
Z
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
0
4a.
Lumberton Waste - Water Treatment Plant 4b. NC 0024571
I-
ox
Name of WWTF WWTF Permit No.
--- - - - - - - - - - - - - - -
M
5a.
City of Lumberton 5b. 8" Dia. DIP 0 Gravity 5c. WQCS00024
It
Owner of Downstream Sewer Receiving Sewer Size [] Force Main Permit # of Downstream Sewer (instruction E)
0
U.
6.
The origin of this wastewater is (check all that apply):
Z
E] Residential Subdivision N Retail (Stores, shopping centers) 100 % Domestic/Commercial
F1 Apartments/Condominiums El Institution % Industrial (attach
F1 Mobile Home Park [] Hospital description.)
W
E] School E] Church (RO: contact your Regional Office
[] Restaurant E] Nursing Home
CL
Pretreatment staff)
D Office ❑ Other (specify):
Ind
% Other (specify):
7.
Volume of wastewater to be allocated or permitted for this particular project Vgallons per day
*Do not include future flows or previously permitted allocations &HO
8.
If the permitted flow is zero, indicate why: This phase of the project is to install a new commercial drive and utilities to
support the development of this small commercial subdivision. No tenants currently occupy any of the sites.
[I Pump Station, Outfall or Interceptor Line where flow will be permitted in subsequent permits that connect to this line
El Flow has already been allocated in Permit No.
El Rehabilitation or replacement of existing sewer with no new flow expected (see 15A NCAC 02T.0303 to determine if a
permit is required)

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).
6,240 gpd (Reference attached Spread Sheet)
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches) Length (feet) New Gravity or Additional
Force Main
8 470 New Gravity
.••.
0 11. Summary of Pump Stations w/ associated Force Mains to be Permitted (attach additional sheets as necessary)
W
:3 Pump Station Location ID (self chosen - as shown on plans/map for reference)
Z
Z Design Flow Operational Point Power Reliability Option
(MGD) GPM @TDH 1 - permanent generator w/ATS; Force Main Size Force Main Length
0 2 - portable generator w/MTS
C)
Z
QPump
Station Location ID
(self chosen - as shown on plans/map for reference)
Design Flow
Operational Point
Power Reliability Option
(MGD)
GPM @TDH
1 - Permanent generator w/ATS; Force Main Size Force Main Length
Q
2 - portable generator w/MTS
LL
Z
E--
Pump Station Location ID
(self chosen - as shown on plans/map for reference)
CLDesign
Flow
operational Point
Power Reliability Option
(MGD)
GPM @TDH
I - permanent generator w/ATS; Force Main Size Force Main Length
m
2 - portable generator wIMTS
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 13,12 please contact the Central Office PERCS Unit)
13. 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 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?
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
15. Does this project include any high priority lines, [see 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)
1, Wayne Horne, attest that this application for Commercial Drive & Utilities Improvement 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 uilty of a Class 2 misdemeanor, which may include a fine not to exceed $10, 000 as well as civil
penalties o 25, 0 er violation.
la. aJh -` - /t7
Signing 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, Jonathan E. Locklearattest that this application for Commercial Drive & Utilities Improvement 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 1 Z 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 143-215.6B, 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. Jonathan E. Locklear \Ill llllll
Professional Engineer Name
2b. Locklear, Locklear & Jacobs, PLLC.
Engineering Firm
2c. PO Box 3119
Mailing Address
2d. Pembroke 2e. NC 2f. 28372
City State Zip
2 910 774-9306 2h 866 9 7235 ti I kl ii
0
S �
•a SEAL
029469
iI N
i
E I VP
\\\
Telephone Facsimile E-mail NC PE Seal, Signature & Date

Application Number.
• (to be completed by DWQ) 4 D 3 15 S
1.- Owner/Permittee: _
la. City of Lumberton, NC
Full Legal Name (company, municipality, HOA, utility, etc.)
O lb. Wayne Horne, City Manager
H Signing Official Name and Title (Please review 15A NCAC 2T .0106 (b) for authorized signing officials!)
a
a
ILL
Z
Z
1 c. The legal entity who will own this system is:
❑ Individual ❑ Federal ® Municipality ❑ State/County ❑ Private Partnership ❑ Corporation ❑ Other (specify):
1d. 500 N. Cedar Street le. Lumberton
Mailing Address
1f. North Carolina
State
City
1 g. 28358
Zip Code
1h.
[phone] 1i. [phone]
1j. whorne@ci_lumberton.nc.us
QTelephone
Facsimile
E-mail
2.
Proiect (Facility) Information.
:3
2a.
Commercial Drive & Utilities Improvement (DS & EM, PLLC)
2b. Robeson
113-
Brief Project Name (permit will refer to this name)
County Where Project is Located
0'
a
3.
Contact Person:
Q3a.
Jonathan E. Locklear, Design 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 C)
❑ Leasing units (lots, townhomes, etc. - skip to Item B(3)) ❑ Homeowner Assoc. [Developer (Instruction D)
❑ Selling units (lots, townhomes, etc. - go to Item B(2b))
3. City of Lumberton
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
4a. Lumberton Waste Water Treatment Plant 4b. NC 0024571
Name of WWTF WWTF Permit No.
5a. City of Lumberton 5b. 8" Dia. DIP ® Gravity 5c. WQCS00024
Owner of Downstream Sewer Receiving Sewer Size ❑ Force Main
6. The origin of this wastewater is (check all that apply):
❑ Residential Subdivision
❑ Apartments/Condominiums
❑ Mobile Home Park
❑ School
Permit # of Downstream Sewer (instruction E)
® Retail (Stores, shopping centers)
❑ Institution
❑ Hospital
❑ Church
DS & EM INVESTMENTS LLC
PH.910-738-5270
203 OXFORD RD.
WMBERTON, NC 28358-8322
100 % Domestic/Commercial
% Industrial (attach
description.)
m— ___a-.j ..-..- ^-- _- ---
1344
66-112t531
BRANCH 60501
DATE 12 L ZO! 0
PAY
TO THE I n D ,�r � v -1
ORDER OF N ' i � t�'j .
BIW
BRANCH BANKING AND TRUST COMPANY
1-600-BANK BBT BBT.com ,
FOR l4' ice. r1�r'Y'v�`
�

wRaa.�s�ss
DS & EM INVESTMENTS LLC
PH. 910-738-5270
203 OXFORD RD.
LUMBERTON, NC 28358-8322
DATE I Z 11-Z-1 1 2,010
1344
66-112/531
BRANCH 60501
PAY L li
TO THE
ORDER OF s L4 e) c.
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ip�

Central Files: APS SWP
12/21 /10
Permit Number WQ0035155 Permit Tracking Slip
Program Category
Status
Project Type
Non -discharge
Active
New Project
Permit Type Fast Track
Version
Permit Classification
Gravity Sewer Extension, Pump Stations, & Pressure Sewer
1.00
Individual
Extensions
Primary Reviewer
Permit Contact
Affiliation
trent.allen
Coastal SW Rule
Permitted Flow
6240
Facilit
Facility Name Major/Minor Region
Commercial Drive and Utilities Improvement Major Fayetteville
Location Address County
Robeson
Facility Contact Affiliation
wner
Owner Name Owner Type
Individual
Wayne Horne Owner Affiliation
Wayne Horne
City Manager
500 N Cedar St
Lumberton NC 28358
Scheduled
Orig Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
12/21 /10 12/06/10 12/21 /10 12/21 /10
Regulated Activities Requested/Received Events
Wastewater collection Additional information received
Additional information requested
Outfall NULL
Waterbody Name
Stream Index Number Current Class Subbasin

a
683480
34° 38' 19'
0
r;
Cl
34' 38 10'
n
Custom Soil Resource Report
Soil Map (Soils Map)
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6 AIM 683560 �t6,8 00 683640 683680
683800
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Map Scale: 1:2,020 if printed on A size (8.5" x 11'7 sheet I r y O (� UM J ee
Meteors �}-1 `j C s Q ��
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Feet
0 100 200 400 600
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683880 �
W 39 19'
34' 39 9"

Connec:tGIS
Page I of I
db°
'
h S
Parcels
Map Number (Do not
Owner Name (Last
DS Ii EM
Owner Name
use Spaces):
10090201101
Name First Name):
INVESTMENTS, LLC
2:
Null
Deed Book:
01580
Deed Page:
0380
Owner
203 OXFORD
Address:
RD
Owner State:
NC
Owner Zip:
28358
Deeded Acres:
8.38
NBHD Code:
32C36
Land Value:
794Z00
!mprovment
0
Value:
Total Value:
794200
Orig Tax Owed:
6274.18
Phy Street
ROBERTS AVE
Address:
Neighborhood
ROBERTS P
Tax District
TOWN LUMBERTON
# Bedrooms:
0
Description:
Description:
Year Built:
0
Depreciation Table:
Null
Finished Area:
0
Quality Grade Code:
Null
Legal Description:
AC N/E S NC HWY
Current Owner
1055241
211
Id:
Owner Id:
1055241
Owner Address 2:
Null
PIN:
030212199816
Description:
Null
Sales Instrument:
WD
Date Sold:
20070108
Sales Amount:
102250
District Code:
52
Town Code:
10
1.227 feet
http: //www. uI s. co. robeson. nc.us/ConnectGISW eb/Map/Pri iitWindow. aspx?Map=http-.//ww... 9/24/2010

Waste Water Design Flows
Date: 9/24/10
Project: New Commercial Drive & Utilities Improvements (DS & EM Investments)
Brief Project Description: The proposed project is the construction a new commercial subdivision, consisting of a new
street approximately 590-ft to the center of the cul-de-sac and new sewer and water main
extensions. The project is located approxunately 670-ft Northwest of the intersection of
Alexander Street and NC 211 and consist of four individual lots ranging in size from 1 acre to
2 acres.
Land Use Description: The subdivision is zoned per the City of Lumberton's Land Use Ordinance, B7 Business. This
district can accommodate a wide range of commercial activities, including manufactured home
sales. Based on the recent build out around this site and the current economic trends, it is
assumed that the developments on these sites will be stores and sbopping centers without food services.
Per NC Administrative Code, Subchapter 2T, Section .0114 (Wastewater Design Flow Rates)
the minimum allowable daily design flow rate for this type of end use is 100 gal/1000 sgft.
Est. Wastewater Flow: Assuming each lot is developed such that the building foot print is 25% of the total lot area
Lot
Area
Est. Building
Foot Print
Estimated Flow/Day
(#)
(acres)
(acres)
(sqft)
(gal/day)
2
1
0.25
10,890
1,089
3
1.28
0.32
13,939
1,394
4
1.45
0.36
15,791
1,579
5
2
0.50
21,780
2,178
17
Total =
6,240
Pipe Size: If the estimated flow is over an 8 hour work day (conservative) and the minimum size pipe, 8"
diameter, is used and is installed at a 0.4% grade than the pipe would be flowing at less then t -
in of the depth of the pipe. (Refer to the attached pipe calculations.)
LOCKLEAR, LOCKLEAR JACOBS, PLLC
PO BOX 3119 PEMBROKE, NC 28372
910-309-1765

jMANNING'S EQUATION FOR PIPE FLOW
Project: DS & EM Sewer Location: Lumberton, NC Typical Sewer
By: JEL Date: 9/25/2010
Chk. By: Date: mdo version 12.8.00
Clear Data
i d Entry Cells
INPUT
D=
8 inches
--------
d=
1 inches
Mannings Formula
n=
0.01 mannings
d
D
d=
82.8 degrees
Q=(1.486/n)ARh2/3S1"2
S=
0.004 slope in/in
R=A/P
A=cross sectional area
P--wetted perimeter V=(1.49/n)Rh21S11
S=slope of channel Q=V X A
n=Manning% roughness coefficient
Solution to Mannings Equation
Manning's n-values
Area,ftz Perimeter, It Radius, ft
velocity ft/s flow, cfs
PVC
PE (<W'dia)
0.01
0.015
0.03 0.48 0.05
1.31 0.03
PE (>12"dia)
PE(9-17'dia)
0.02
0.017
CMP
0.025
ADS N12
0.012
Created by: Mike O'Shea
HCMP
0.023
Concl
0.013
�st, ,Clow 40 ?-Cj/dai
40
6� 3600 s
F V
0. 02q C�s :- 0,03 C- 6

pF wATF9 pEIVR--� State of North Carolina
artment of Environment and Natural Resources
7 DEC 0 6 2010 Division of Water Quality
o < Flol)Mng/Acceptance for Sewer Extension Permit Applications
(FTSE—10/07)
Project Applicant Name: City of Lumberton
Project Name for which flow is being requested: DS & EM Subdivision
More than one FTSE-10107 maybe 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 Lumberton WWTP
b. WWTP Facility Permit #: 0024571
All flows are in MGD
c. WWTP facility's permitted flow
20
d. Estimated obligated flow not yet tributary to the WWTP
1.07
e. WWTP facility's actual avg. flow
6.0
f. Total flow for this specific request
.02
g. Total actual and obligated flows to the facility
7.095
h. Percent of permitted flow used
35%
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
Pump Station Name Approx. Capacity, MGD
Approx. Current Avg.
(Firm/Design)
Daily Flow, MGD
Cliffrid ems(#47) 0.300
0.054
Scarboro's(#39) 0.576
0.192
Ford Place(#) 3.000
0.756
Ed's Tire(#1) 9.000
2.036
III. Certification Statement:
I, Robert P. Armstrong Jr, 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 respo ibt Signature of this form indicates acceptance of
this wastewater flow. � A I t�
Signing Official Signature N Date