WQ0034639_Sewer Extension_20100303

QF WATFq State of North Carolina
O� QG DepartmInt of Envirouu>� and Natural Resources
cq R � ` 6 e i Vision of Water Quality
o -c FA S-TRACK APPLICATION
gg��
r (FTA 12/07 ver5)
for GRAVITY SEWERS, PU4IONS, 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.-Ah2o. 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 13(13).
Separate aDDlications should be made for non-contiauous 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 02103. 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, VWI TF 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.

® G. Stream Classifications — Watershed Classification Attachment (Form WSCAS-12107) 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 12107 APPLICATION PACKAGE, INCLUDING ALL SUPPORTING
DOCUMENTS AND $010 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
hitp://h2o.enr state.nc.us/peres/Collection%20Systems/CollectionSystemsHome.html
or contact the Regional Office serving your county.

•
I
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD! Application Number.
(to be completed by DWQ) W Q p03
1.
Owner/Permittee:
1a.
City of Lumberton
Full Legal Name (company, municipality, HOA, utility, etc.)
Z
1 b.
Wayne Home, City Manager
H
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):
0
1d.
P. O. Box 1388 le. Lumberton
LL
Mailing Address City
Z
1f.
North Carolina 1g. 28369
Z
State Zip Code
0
1 h.
910-671-3806 1 i. 1 j.
QTelephone
Facsimile E-mail
V
2.
Project (Facility) Information:
J
2a.
Sewer Extension to Serve Harrill Road Area 2b. Robeson
aBrief
Project Name (permit will refer to this name) County Where Project is Located
Q
3.
Contact Person:
Q
3a.
Sam Noble, Jr.
Name and Affiliation of Someone Who Can Answer Questions About this Application
3b.
910-738-9376 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
Z
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
0
4a.
Lumberton Wastewater Treatment Plant 4b. NCO024571
Name of WWTF WWTF Permit No.
g5a.
City of Lumberton b. 8" ® Gravity WQCS00024
Owner of Downstream Sewer Receiving Sewer Size ❑ Force Main Permit # of Downstream Sewer (Instruction E)
0
6.
The origin of this wastewater is (check all that apply):
Z
100 %
® Residential Subdivision ❑ Retail (Stores, shopping centers) Domestic/Commercial
❑ Apartments/Condominiums ❑ Institution
® Mobile Home Park ❑ Hospital % Industrial (attach
WEl
School ® Church description.)
IZ
[I Restaurant ❑ Nursing Home (RO: contact your Regional Office
❑ Office ❑ Other (specify): Pretreatment staff)
m
% Other (specify):
7.
Volume of wastewater to be allocated or permitted for this particular project: 12,150 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)

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).
25 Residences @ 36R X 120 gpd/ BR = 9,000gad
10 Residences @ 2 BR X 120 gpd/ BR = 2,400 gpd
1 Church, 150 Seats @ 5 gpd/seat = 750 gpd
i
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches) Length (feet)
New Gravity or Additional
Force Main
18" 44 New Gravity
8" 1,017 New Gravity
16" 13,890 New Force Main
11. Summary of Pump Stations w/ associated Force Mains to be Permitted (attach additional sheets as necessary)
W
D
Pump Station Location ID
HARRILL ROAD (self chosen - as shown on plans/map for reference)
Z
H
Design Flow
Operational Point
Power Reliability Option
Z
(MGD)
GPM @TDH
1 - permanent generator w/ATS; Force Main Size Force Main Length'
O
2 - portable generator w/MTS
V
1.0
1745@55
1 16" 13,890
Z
O
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
O
2 - portable generator w/MTS
LL
Z
H
Pump Station Location ID (self chosen - as shown on plans/map for reference)
aDesign Flow Power Reliability Option
(MGD) Operational Point 1 -permanent generator w/ATS; Force Main Size Force Main Length li
m GPM @TDH 2 - portable generator w/MTS
I
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

I
14. Have the following permits/certifications been submitted for approval for the system or project to be served?
A
u
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)
la.
1, Wayne Home , attest that this application for Sewer Extension to Serve Harrill Road Area has been reviewed by r
and is accurate and complete to the best of my knowledge. I understand that if all required parts of this application are
not completed and that if all required supporting documentation and attachments are not included, this application
package is subject to being returned as incomplete. Note: In accordance with North Carolina General Statutes 143-
215.6A and 143-215.6B, any person who knowingly makes any false statement, representation, or certification in any
application shall be guilty of a Class 2 misdemeanor, which may include a fine not to exceed $10,000 as well as civil
penaltiesyp �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
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, Sam R. Noble, Jr.. P. E.. attest that this application for Sewer Extension to Serve Harrill Road Area 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. Sam R. Noble, Jr., P. E.
Professional Engineer Name
2b. Koonce, Noble & Assoc., Inc.
Engineering Firm
2c. 208 E. 5t' Street V t,
Mailing Address
2d. Lumberton 2e. NC 2f. 28358
City State Zip
2g. 910-738-9376 2h. 910-738-9378 2i. [e-mail]
Telephone Facsimile E-mail NC PE Seal, Signature & Date

USE THE TAB KEY TO MOVE FROM FIELD TO FIELD! Application Number -
(to A/
------- - ---_ (to be completed by DWQ) U/ a
1.
Owner/Permittee: t
1a.
City of Lumberton
Full Legal Name (company, municipality, HOA, utility, etc.)
Z
1 b.
Wayne Horne, City Manager
0
Signing Official Name and Title (Please review 15A NCAC 2T .0106 (b) for authorized signing officials!)
1 c.
The legal entity who will own this system is:
❑ Individual ❑ Federal ® Municipality ❑ State/County ❑ Private Partnership ❑ Corporation ❑ Other (specify):
0
1 d.
P. O. Box 1388 le. Lumberton
I.L.
Mailing Address City
Z
1f.
North Carolina 1g. 28359
Z
State Zip Code
0
1 h.
910-671-3806 1 i. 1 j.
QTelephone
Facsimile E-mail
V
2.
Proiect (Facility) Information:
J
2a.
Sewer Extension to Serve Harrill Road Area 2b. Robeson
aBrief
Project Name (permit will refer to this name) County Where Project is Located
Q
3.
Contact Person:
Q3a.
Sam Noble, Jr.
i
Name and Affiliation of Someone Who Can Answer Questions About this Application
3b.
910-738-9376 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
I
❑ 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
0
_
4a.
Lumberton Wastewater Treatment Plant 4b. NCO024571 1
Name of WWTF WWTF Permit No.
5a.
City of Lumberton 5b. 8" ® Gravity 5c. WQCS00024
Owner of Downstream Sewer lReceiving Sewer Size ❑ Force Main Permit # of Downstream Sewer (Instruction E)
0
LIL
6.
The origin of this wastewater is (check all that apply):
p N
BRANCH BANKING AND TRUST COMPANY
172415
ti
CITY OF LUMBERTON
1-800-BANK BBT BBandT.com
J�O�
GENERAL ACCOUNT
66-112/531
c
P.O. BOX 1388
Void if not cashed
in 120 days of
owl l
LUMBERTON, N.C. 28359
issue date.`
n7
DATE CHECK NO.
CHECK AMOUNT
p,Y ****4.8 _ DOLLARS AND '00. CENTS
-1 HIS INSTRUMENT HAS BEEN PREAUDITED IN THE MANNER REQUIRED
PAY I,fZ �-� tilrn
BYTHE LOCAL GOVERNMENT BUDGETANDFISCAL CONTROL ACT.
TO THE
L,rV �5.%,*31'�
s;F WAWATERtQtlAL QUALITY
t
ORDER
OF 16I-"' i!AIL
SERVICE CENTER
f' �
FsAL.EI:C:ii-
:.IC :z :*c; 99--161 ,
"-P
{ ;
"4NAKE DIRECTOR
AOP
L_
CITY MANAGER
Ila02L,ISO

UAV epa31�G39
APPLICATION 02/25/10
FAST TRACK APPLICATION —SEWER 60-00-83:31-568=.
EXTENTION — HARRILL ROAD AREA
GROSS DISCOUNT CHECK AMOUNT
mm-ENIMMI
BBiT
BRANCH BANKING AND TRUST COMPANY.
17 2 415
1-800-BANK BBT BBMdTcom
66-142/531
Void if not cashed
in 120 daysof
`issue.date.
DATE CHECK NO.
:,-,CH . ECK AMOUNT
O. 7.6 Z*;ire
td
-YHIS -INSTRUMENT, HAS BEEN PREAubITED INTHE-MANNER REQUIRED
BYTE GOVENMENT BUDGET AND FI$CAiL CONTROL ACT
w
Aop
v
f°INANQE DIRECTOR
4 pp
CITY MANAGER
118

Permit Numbers
Program Category
Non -discharge
Permit Type Fast Track
Gravity Sewer Extension, Pump Stations, & Pressure Sewer
Extensions
Primary Reviewer
trent.allen
Coastal SW Rule
Permitted Flow
12150
Facilit
Central Files: APS SWP s
03/25/10
Permit Tracking Slip
Status
Project Type
Active
New Project
Version
Permit Classification
1.00
Individual
Permit Contact Affiliation
Facility Name Major/Minor Region
Harrill Road Area Major Fayetteville
Location Address County
Robeson
Facility Contact Affiliation
Owner Name
Owner Type
City of Lumberton
Government - Municipal
Owner Affiliation
Wayne Horne
County Manager
PO Box 1388
Lumberton NC 28358
Dates/Events
Scheduled
Orig Issue App Received Draft Initiated Issuance
Public Notice Issue Effective Expiration
03/25/10 03/03/10
03/25/10 03/25/10
Regulated Activities
Requested/Received Events
Wastewater collection
Additional information requested
Additional information received
Outfall NULL
Waterbody Name Stream Index Number Current Class Subbasin

PROJECT NARRATIVE
This project will extend sewer service to a mobile home park, a church and several residences.
A proposed pump station will pump the sewer to the Waste Water Treatment Plant. The pump
station has also been sized to handle the flow from the exiting Wesley Pines pump station. A
separate project will route the flow from the Wesley Pines station to the Harrill Road station.
This will reduce flows on the existing collection system.

�pF W A TE9p State of North Carolina
�O G Department of Environment and Natural Resources
y 7� Division of Water Quality
� y
o �c Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE—10/07)
Project Applicant Name: City of Lumberton
Project Name for which flow is being requested: Harrill Road Lift Station
More than one F7SE-10107 may be required for a single project if the owner of the WWTP is not responsible for all
pump stations along the route of the proposed wastewater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Citv of Lumberton
b. WWTP Facility Permit #: NC 0024571
All flows are in MGD
c. WWTP facility's permitted flow
20 MGD
d. Estimated obligated flow not yet tributary to the WWTP
1.095
e. WWTP facility's actual avg. flow
6.0
f. Total flow for this specific request
0.012
g. Total actual and obligated flows to the facility
7.107
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
Pump Station Name Approx. Capacity, MGD Approx. Current Avg.
(Firm/Design) Daily Flow, MGD
None
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 ible p Signature of this form indicates acceptance of
this wastewater flow.
3-I-Ic�
Signing Official Signature Date

FORM WSCAS-12/07
WATERSHED CLASSIFICATION ATTACHMENT
FOR SEWER SYSTEMS
Applicant Name
Project Name
City of Lumberton
Sanitary Sewer Extension to Serve the Harrill Road Area
Professional Engineer Name
Engineering Firm Name
Sam R. Noble, Jr.
Koonce, Noble & Assoc., Inc.
Location
ID
Name of Waterbody'
County
River
Basin
Waterbody Stream
Index No.
Waterbody
Classification
1
Meadow Branch
Robeson
Lumber
14-12-6-2
C ; Sw
2
Unnamed Tributary
Robeson
Lumber
C ; SW
To Lumber River
' If unnamed, indicate "unnamed tributary to X", where X is the named waterbody to which the unnamed tributary joins.
1 certify that as a Registered Professional Engineer in the State of
North Carolina that I 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-12/07 ***
CA Q,p�
01ESS �'6
II
10969 r
c!'�'y FhcINEt•r'•
1
FORM: WSCAS-12/07 Page 1 of 1

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SITE: LUMBERTON SEWER EXTENSION
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SOURCE: USGS QUADRANGLE
DATE: 1986
& ASS OCIATES5 INC@
LUMBERTON, NC937(910) 738-628359
SCALE: V= 2,000'
FAX [phone]
HARRILL ROAD PROJECT SITE
CONSULTING ENGINEERS
EMAIL - knal(&_Mtwuth.net
Lic. No.: F-0 103

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SITE: LUMBERTON SEWER EXTENSION
K O O N C E NOBLE
208 EAST 5th STREET
P.O. BOX 1027
SOURCE: USGS QUADRANGLE
DATE: 1986
& ASS 0 C I AT E S ' N C,
(910)38 LUMBERT738 NC 28359
-9376
SCALE: V = 2,000'
FAX [phone]
HARRILL ROAD PROJECT SITE
CONSULTING ENGINEERS
EMAIL -kna•()bellsouth.net
Lic. No.: F-0103

Mill
■ i, :� ■ MEN
MEW
Existi
ng
STREET LEVEL MAP
SITE: LUMBERTON SEWER EXTENSION 208 EAST 5th STREET
SOURCE: USGS QUADRANGLE KOONCE, NOBLE P.O. BOX 1027
RON, NC
DATE: 1986 & ASSOCIATES, IN C LUMB(9E10)T738-937628359
SCALE: V= 2,000' FAX [phone]
HARRILL ROAD PROJECT SITE CONSULTING ENGINEERS EMAIL - kna&beUsouth.net
L ic. No.:l(F-0 103
1 1 1 1

Koonce, Noble & Associates, Inc.
Consulting Engineers
March 1, 2010
Mr. Trent Allen
North Carolina Department of Environment
and Natural Resources
Division of Water Quality
225 Green Street, Suite 714
Fayetteville, North Carolina 28301-5094
Dear Mr. Allen:
DEER -FRO
G
RE: SANITARY SEWER EXTENSION TO SERVE THE HARRILL ROAD AREA
FOR THE CITY OF LUMBERTON, NORTH CAROLINA
CWMTF #2006A-604
Please find enclosed two copies each of the following items:
1. Application form with project narrative.
2. Downstream Sewer Form FTSE 10/07.
3. USGS Topographic Map.
4. Street Map.
Also enclosed is a check in the amount of $480 for the application fee.
If you need any further information prior to your review and approval of the enclosed data,
please contact our office.
Sincerely,
KOONCE, NOBLE & ASSOC., INC.
,j-A &44 /)
/" Sam R. Noble, Jr., P.E.
SRNjr/ftf
enclosures
208 EAST FIFTH STREET P. O. BOX 1027 LUMBERTON, NC 28359
TELEPHONE [phone] FAX [phone] E MAIL: knal@ bellsouth.net