WQ0033554_Sewer Extension_20081027

USE THE TAB KEY TO MOVE FROM FIELD TO FIELD! Application Number:
(to be completed by DWO)
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�. 1 h. 910-671-3806 1 i. up uooe
Telephone 1I'
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V 2. Proiect (Facility) Information
a 2a. Sewer Extension to Serve Sadie's Landing2b. Robeson
a Brief Project Name (permit will refer to this name) County Where Project is Located
Q 3. Contact Person:
Q3a. Sam Noble, Jr.
Name and Affiliation of Someone Who Can Answer Questions About this Application
3b. 910-738-9376 3c. kna1 G
Phone Number
------- - - ---------- - E-mail
�.u■ WIN 61nLLIUC.
City of Lumberton
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...� �cyaa111C tcumpany, municipality, HOA, utility, etc.)
Signing Official Name and Title (Please review 15A NCAC 2T .0106 (b) for authorized signing officials!)
The legal entity who will own this system is:
Individual ❑ Federal ® Municipality ❑ State/County ❑ Private Partnership ❑ Corporation ❑ Other (specify):
P. O. Box 1388
Mailing Address 1e. Lumberton
City
North Carolina
State 1g• 28359
Isouth.net
• .-Jv'.t IJ Ia IVCw u moomcation (of an existing permit) If Modification, Permit No.:
2_—Owner is ® Public (skip to Item 8(3))
9a If
❑ Private (go to Item 2(a))
2b. If sold, facilities owned by a (must choose one
❑ Retaining Ownership (i.e. store, church, single office, etc.) or
❑Public Utility (Instruction C)
ElLeasing units (lots, townhomes, etc. - skip to Item B(3))
❑ Selling units (lots, townhomes, etc. - go to Item B(2b)) ❑ Homeowner Assoc./Developer (Instruction D)
3. City of Lumberton
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-- Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
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4a. Lumberton Wastewater Treatment Plant
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Name of WWTF
4b. NC0024571
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5a. City of Lumberton 5b. 10"
WWTF Permit No.
®Gravity 5c. WQCS00024
of Size
�❑ Force
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6. TOhener
orig n of thristream w wastewater is' (check
Main Permit # of Downstream Sewer (Instruction E)
all that apply):
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BflANCJMBERT>Nty TRUST COMPANY
GENERAL ACCOUNT
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' tUMBERTON, N.C.'28359,
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PAY 480' l_PL- ARS A)VLi 40 BENTS ,
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State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
copy 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 % 2OSystems/Co/lectionSystemApplications. 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 B(13).
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.
❑ 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-10107 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 AStream 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, INC 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(1b). 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. us/peres/Collection%20Systems/CollectionSystemsHome.html
or contact the Regional Office serving your county.
FTA l2/07

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le. Lumberton
City
1f. North Carolina 1g. 28359
State Zip Code
1 h. 910-671-3806 1 i.
Telephone Facsimile
USE THE TAB KEY TO MOVE FROM FIELD TO FIELDI Application Number: ��/Q0033554
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1. Owner/Permittee:
1a. City of Lumberton
Full Legal Name (company, municipality, HOA, utility, etc.)
1 b. _Wayne Horne, City Manager
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):
1 d. P.O. Box 1388
Mailing Address
1j.
E-mail
2. Proiect (Facility) Information
2a. Sewer Extension to Serve Sadie's Landing 2b. Robeson
Brief Project Name (permit will refer to this name) County Where Project is Located
3. Contact Person:
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 Z New ❑ Modification (of an existing permit) If Modification, Permit No.:
2_ Owner is ® Public (skip to Item B(3))
2a. If private, applicant will be:
❑ Private (go to Item 2(a))
2b. If sold, facilities owned by a (must choose one
❑ Retaining Ownership (i.e. store, church, single office, etc.) or
❑ Leasing units (lots, townhomes, etc. - skip to Item B(3))
❑ Selling units (lots, townhomes, etc. - go to Item B(2b))
❑ Public Utility (Instruction C)
❑ Homeowner Assoc./Developer (Instruction D)
3. City of Lumberton - - -
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
4a. Lumberton Wastewater Treatment Plant — —
4b. NC0024571
Name of WWTF WWTF Permit No.
-- -
5a. City of Lumberton 5b. 10" -
® Gravity 5c. WQCS00024
Owner of Downstream Sewer Receiving Sewer Size ❑ Force Main Permit # of Downstream Sewer (Instruction E)
6. The origin of this wastewater is (check all that apply):
❑ Residential Subdivision
® Apartments/Condominiums
❑ Mobile Home Park
❑ School
❑ Restaurant
❑ Office
❑ Retail (Stores, shopping centers)
❑ Institution
❑ Hospital
❑ Church
❑ Nursing Home
❑ Other (specify):
100 %
Domestic/Commercial
Industrial (attach
description.)
(RO: contact your Regional Office
Pretreatment staff)
Other (specify):
Volume of wastewater to be allocated or permitted for this particular project: 24480 gallons per day
"Do not include future flows or previously permitted allocations
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)
FTA 12/07

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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 B(7) AND/OR the design flow for line or pump station sizing if a reduced or zero flow is being requested in
Item B(7). Values other than that in 15A NCAC 2T .0114 (b) and (c) must be supported with actual water or wastewater use
data in accordance with 15A NCAC 2T .0114 (f).
44 Two (2) Bedroom Units @ 240 gpd = 10,560 gpd
16 Three (3) Bedroom Units @ 360 gpd = 5,760 gpd
1 Community Building = 8,160 gpd NOTE: Community Building Rate Based on Country Club
24,480 gpd Rate of 60 gpd/member
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches)
8"
4"
Length (feet) New Gravity or Additional
Force Main
874 New Gravity
695 New Force Main
11. Summary of Pump Stations w/ associated Force Mains to be Permitted (attach additional sheets as necessary)
Pump Station Location ID
Design Flow
(MGD)
(self chosen - as shown on plans/map for reference)
Operational Point Power Reliability Option
GPM @TDH 1 - permanent generator w/ATS; Force Main Size Force Main Length
2 - portable generator w/MTS
0.2448 90 @ 21 1 4 690
Pump Station Location ID
Design Flow
(MGD)
Pump Station Location ID
Design Flow
(MGD)
(self chosen - as shown on plans/map for reference)
Operational Point Power Reliability Option
GPM @TDH 1 -permanent generator w/ATS; Force Main Size Force Main Length
2 - portable generator w/MTS
(self chosen - as shown on plans/map for reference)
Operational Point Power Reliability Option
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
F FA 12/07

,14r 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?
Stormwater?
® Yes [--]No ❑ N/A
❑ 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)
I, Wayne Home attest that this application for Sewer Extension to Serve Sadies Landing
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required
parts of this application are not completed and that if all required supporting documentation and attachments are not
included, this application package is subject to being returned as incomplete. Note: In accordance with North Carolina
General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement, representation, of
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 pivil-pena� up to $25, 000 per violation.
1a. - p.Gd"
Si i re 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
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Q2. Professional Engineer's Certification: (Signature of Design Engineer and Project Name)
V 1, Sam R. Noble, Jr.. P. E.. attest that this application for Sewer Extension to Serve Sadiess Landing has been reviewed
LL 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
W Gravity Sewers adopted February 12, 1996, and the Minimum Design Criteria for the Fast -Track Permitting of Pump
0 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. Sam R. Noble, Jr., P. E. ��'
Professional Engineer Name -` �N �f`KG('
2b. Koonce, Noble & Assoc., Inc. ' \�J "",F ��Gio," • �9
Engineering Firm
2c. 208 E. 5`h Street
Mailing Address 1� 'P'9
2d. Lumberton 2e. NC 2f. 28358
City State Zip
2g. 910-738-9376
Telephone
2h. 910-738-9378 2i. [e-mail] '
_Facsimile _ _ _ E-mail NC PE Seal, Signature i£ Date

SEWER EXTENSION TO SERVE SADIE'S LANDING
The purpose of this project is to extend sewer service to the proposed apartment complex.
The apartment complex consists of 8 apartment buildings and a one story community
center. The 8 apartment buildings have 44 two -bedroom units and 16 three -bedroom
units. Total flow including the community building is 24,480 gpd. It not expected that
additional flows will be added to this extension in the future.
Flow will be collected by a pump station and pumped to an existing manhole on Middle
Street. The outlet for the existing manhole is 10 inches. Flow from this manhole is by
gravity to the existing WWTP.

FORM WSCAS-12/07
WATERSHED CLASSIFICATION ATTACHMENT
FOR SEWER SYSTEMS
Applicant Name
Project Name
City of Lumberton
Sewer Extension to Serve Sadie's Landing
Professional Engineer Name
Engineering Firm Name
Sam Noble, Jr.
Koonce, Noble & Associates, Inc.
Location
ID
Name of Waterbody'
County
River
Basin
Waterbody Stream
Index No.
Waterbody
Classification
1
Un-named Tributary to Lumber
River
Robeson
Lumber
14-(13)
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 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 ***
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FORM: WSCAS-12/07 Page 1 of 1

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SEWER EXTENSION TO SERVE SADIE'S LANDING K D% N C E N 0 B L E 208 EAST 5th STREET
SOURCE: USGS QUADRANGLE P.O. sox 1027
DATE: 1986 & A S S O C IAT E S i l N C I LL'�I(910) BERT738ON, NC 28359
SCALE: I" = 1,000' FAx (9I0) 9 73838-9378
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SEWER EXTENSION TO SERVE SADIE'S LANDING
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208 EAST Sth STREET
SOURCE: USGS QUADRANGLE
P.O. BOX 1027
DATE: 1986
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EMAIL - knal &,bellsouth.net

OF WA State of North Carolina
QG Department of Environment and Natural Resources
r Division of Water Quality
Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE-10/07)
Project Applicant Name: City of Lumberton, North Carolina
Project Name for which flow is being requested: Sewer Extension to Serve Sadie's Landing_
More than one FTSE-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: Lumberton Wastewater Treatment Plant
b. WWTP Facility Permit #: NC0024571
All flows are in MGD
c. WWTP facility's permitted flow 20
d. Estimated obligated flow not yet tributary to the WWTP . 2
e. WWTP facility's actual avg. flow qI'1 &
f. Total flow for this specific request 0.2448
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used 2-577,
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
(Finn/Design)
Jlo Cier 51 ne,&S - f ;Ww3
-,iPr C1rZAv M P W"JV
Approx. Current Avg.
Daily Flow, MGD
III. Certification� S"tate"ment: -�
'r6720M O d/i, certify that, to the best of my knowledge, the addition of the
volume of wastewater to be permitted in this project has been evaluated along the route to the receiving
wastewater treatment facility and that the flow from this project is not anticipated to cause any capacity
related sanitary sewer overflows or overburden any downstream pump station en route to the receiving
treatment plant under normal circumstances. This analysis has been performed in accordance with local
established policies and procedures using the best available data. This certification applies to those items
listed above in Sections I and II for which I am the responsible party. Signature of this form indicates
acceptance of
Signing Off cial Signature
Date

RE: Sadjes Landing
Subject: RE: Sadies Landing
From: "Koonce, Noble & Assoc." <knal @bellsouth.net>
Date: Mon, 10 Nov 2008 14:59:06 -0500
To: "'Trent Allen"' <[e-mail]>
Mr. Allen,
The community building is an 1140 square foot building with the following
rooms and approximate square footage
Conference Room (2 Drinking Fountains) 264 SF
Kitchenette (Double Sink & Dishwasher) 137 SF
Bathroom (1 WC & 1 Sink) 50 SF
Maintenance Area 180 SF
Storage 56 SF
Management Office 192 SF
Laundry (3Washers) 209 SF
Sam R. Noble, Jr., P.E.
Koonce, Noble & Assoc.
910-738-9376
-----Original Message -----
From: Trent Allen [mailto:[e-mail]]
Sent: Monday, November 10, 2008 8:23 AM
To: [e-mail]
Subject: Sadies Landing
Mr. Noble,
I'm reviewing the application for the sewer on this project, and needed
some additional information on the community building. How many seats
will the building have? If you do not know how many seats it will have,
the flow calculations will have to be supported with actual water or
wastewater use data. If you have this data, could you please send me a
copy to put with the application?
Trent
Trent Allen
Environmental Engineer
NC DENR-Division of Water Quality
Surface Water Protection Section
Fayetteville Regional Office
910-433-3322
1 of 1 11/10/2008 3:33 PM