WQ0032317_Application (FTSE)_20071005

FAST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 3
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1. Owner:
Application Number:
(to be completed by DWQ)
la. NORCRESS Water and Sewer District (a County Water and Sewer District)
Full Legal Name (company, municipality, HOA, utility, etc.)
1 b. Tom Cooney, County Utilities Director
lc. The legal entity who will own this system is:
❑ Individual ❑ Federal ❑ Municipality ❑ State/County ❑
ld. PO Box 1829
Street Address
Signing Official Name and Title (Please review 15A NCAC 2H .0206(b) for authorized signing officials!)
Private Partnership ❑ Corporation ® Other (specify):
1 e. Fayetteville
1f. North Carolina
State I Zip Code
lh. [phone] 1i. [phone] 1j. [e-mail]
City
1 g. 28302-1829
Telephone Facsimile E-mail
Prniart /Fanilitvl Infnrmatinn•
Iw
HOBBS, `LIPCHuQCH d' ASSOCIATES, P.A.
CONSULTING ENGINEERS
P.O. BOX 1737, 300 S.W. BROAD STREET
SOUTHERN PINES, NC 28388
[phone]
Exactly Four hundred and no / 100 Dollars
PAY
TO THE
ORDER
OF:
N. C. DENR
NC
BBBT
Branch Banking and Trust Company
66-112/531
DATE
10/3/2007
VOID AFTER 90 DAYS
AUTHORIZED SI MATURE
46376
46376
AMOUNT
$400.00
Details on back.
II'046376t1' 1:0S3 LO L L 2 LI: L86 LOGO L6L,'
HJ
HOBBS, 21PCHU CH d ASSOCIATES, P. L.
CONSULTING ENGINEERS
P.O. BOX 1737, 300 S.W. BROAD STREET
SOUTHERN PINES, NC 28388
[phone]
Exactly Eighty and no / 100 Dollars
PAY
TO THE
ORDER
OF:
N. C. DENR
NC
BB&T
Branch Banking and Trust Company
66-112/531
46445
46445
DATE AMOUNT
10/10/2007 $80.00
VOID AFTER 90 DAYS
0
• a SIGNATUR
E
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VAST -TRACK APPLICATIOPj%1- GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS
PAGE 1
A�V
State of North Carolina
,�
Department of Environment and Natural Resources
QQ Division of Water Quality
pL FAST -TRACK APPLICATION
for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS
(Pressure sewers systems are not to be included as part of this application package)
INSTRUCTIONS: Indicate that you have included the following list of required application package items by checking the
space provided next to each item. Failure to submit all required items will lead to your application being returned as
incomplete or additional processing and review time. This form may be photocopied for use as an original.
® I. Application Form - Submit one original and one copy of the completed and appropriately executed application
form. 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(12).
® II. Application Fee - Submit a check in the amount of $400 made payable to: North Carolina Department of
Environment and Natural Resources (NCDENR).
❑ III. 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(2a) of this application.
❑ IV. Operational Agreements — Submit one original and two copies of a properly executed operational agreement if
the sewer extension is permitted by a private applicant and will be serving residential or commercial Tots (e.g.,
houses, condominiums, townhomes, outparcels, etc.) that will be sold to another entity. If the applicant is a
homeowners' association, use Form HOA 02/03. If the applicant is a developer, use Form DEV 02/03. EVEN IF
THE PROJECT WILL BE TURNED OVER TO A MUNICIPALITY, FORM DEV 02/03 IS REQUIRED.
• V. Flow Acceptance Letters — If the owner of the downstream sewers and/or WWTF is different from the applicant,
submit two copies of a flow acceptance letter from the owner of the downstream sewers and WWTF, if different.
Flow acceptance letters must contain the following minimum information: applicant and project name, amount of
flow accepted, and name and permit number of the receiving sewers/WWTF. The flow acceptance must not
expire prior to permit issuance and must be dated less than a year prior to the application date.
Intergovernmental agreements or other contracts will not be accepted in lieu of a project -specific flow acceptance
letter.
® VI. Map — Submit an 8.5-inch by 11-inch copy of the portion of a 7.5-minute USGS Topographic Map along with this
form. The map should identify the entire project area location as well as the closest downslope surface waters as
clearly as possible. Each map portion must be labeled with the map name and number, the identified location of
the sewer line and pump stations, and be of clear and reproducible quality. For instance, if the project involves 4
miles of interceptor sewer that traverses over or near several different waterbodies (or counties, basins, etc.), the
map should have location ID's shown for each different waterbody (where the sewer line is within 100 feet of such
waterbody - see Instruction VII). This location ID is self chosen and used to cross reference the location in Section
C of the permit application.
® VII. Stream Classifications — Section C
• If any portion of the project is within 100 feet of any down slope surface water, Section C must be completed
for the pertinent sections.
• If the entire project area is a minimum of 100 feet away from any down slope surface waters BUT there is a
pump station involved where a history of power outage is to be used to provide adequate design storage
instead of dual feed or permanent or portable generator, Section C must be completed to demonstrate that
the closest down slope surface water is Class C (see 15A NCAC 2H .0219(h)(3)(D)).
• Use the guidance document entitled, "Determining Watershed Classifications for Form FTA 02/03 (Fast -Track
Sewer Systems)" available from http://h2o.enr.state.nc.us/ndpu or by contacting the appropriate regional
office.
FTA 02/03

FAST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 2
❑ VIII. Environmental Assessments — If this project is subject to an Environmental Assessment (EA) [15A NCAC
01C .0500], this application can not be used. Send the project application on Form PSFMGSA 10/99 to the
Non -Discharge Permitting Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617. Applications can not be
processed until a Finding of No Significant Impact (FONSI) or Environmental Impact Statement (EIS) has been
issued. A copy is to be submitted with that permit application.
® IX. Certifications — Section D
The application must be certified by both the applicant and 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 2H .0200, the Gravity Sewer Minimum Design Criteria (most
recent version) and the Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains
(most recent version), as applicable to the project. Certification by a PE who is unfamiliar with these documents
is subject to NC Board referral.
THE COMPLETED FTA 02/03 APPLICATION PACKAGE, INCLUDING ALL SUPPORTING DOCUMENTS AND $400
FEE, SHOULD BE SENT TO THE APPROPRIATE REGIONAL OFFICE
REGIONAL OFFICE
ADDRESS
COUNTIES SERVED
Asheville Regional Office
59 Woodfin Place
Asheville, North Carolina 28801
[phone]
[phone] Fax
Avery, Buncombe, Burke, Caldwell,
Cherokee, Clay, Graham, Haywood,
Henderson, Jackson, Macon,
Madison, McDowell, Mitchell, Polk,
Rutherford, Swain, Transylvania,
Yancey
Fayetteville Regional Office
225 Green Street Suite 714
Fayetteville, North Carolina 28301
[phone]
[phone] Fax
Anson, Bladen, Cumberland, Harnett,
Hoke, Montgomery, Moore, Robeson,
Richmond, Sampson, Scotland
Mooresville Regional Office
919 N Main Street
Mooresville, North Carolina 28115
[phone]
[phone] Fax
Alexander, Cabarrus, Catawba,
Cleveland, Gaston, Iredell, Lincoln,
Mecklenburg, Rowan, Stanly, Union
Raleigh Regional Office
1628 Mail Service Center
Raleigh, North Carolina 27699-1628
[phone]
[phone] Fax
Chatham, Durham, Edgecombe,
Franklin, Granville, Halifax, Johnston,
Lee, Nash, Northampton, Orange,
Person, Vance, Wake, Warren,
Wilson
Washington Regional Office
943 Washington Square Mall
Washington, North Carolina 27889
[phone]
[phone] Fax
Beaufort, Bertie, Camden, Chowan,
Craven, Currituck, Dare, Gates,
Greene, Hertford, Hyde, Jones,
Lenoir, Martin, Pamlico, Pasquotank,
Perquimans, Pitt, Tyrrell, Washington,
Wayne
Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
[phone]
[phone] Fax
Brunswick, Carteret, Columbus,
Duplin, New Hanover, Onslow,
Pender
Winston-Salem Regional Office
585 Waughtown Street
Winston-Salem, North Carolina 27107
[phone]
[phone] Fax
Alamance, Alleghany, Ashe, Caswell,
Davidson, Davie, Forsyth, Guilford,
Rockingham, Randolph, Stokes,
Surry, Watauga, Wilkes, Yadkin
For more information, visit our web site at: http.//h2o.enr.state.nc.us/ndpu/
FTA 02/03

PAST-TRACI( APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS
PAGE 3
A. APPLICATION
B. PERMIT INFORMATION
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD!
Application Number: W00032317
(to be completed by DWQ) ■r
District)
1. Owner:
'1a. NORCRESS Water and Sewer District (a County Water and Sewer
Full Legal Name (company, municipality, HOA, utility, etc.)
1 b. Tom Cooney, County Utilities Director
Signing Official Name and Title (Please review 15A NCAC 2H .0206(b)
for authorized signing officials!)
1 c. The legal entity who will own this system is:
• Individual • Federal • Municipality ■ State/County ■ Private Partnership IN Corporation ►i4 Other (specify):
1 d. PO Box 1829
le. Fayetteville
Street Address
1f. North Carolina
City
1g. 28302-1829
State
1h. [phone] 11i. [phone]
Zip Code
1) [e-mail]
Telephone , Facsimile
:2. Project (Facility) Information:
E-mail
2a. Countryside Villa Sewer Extension 121 b. Cumberland
Brief Project Name (permit will refer to this name)
County Where Project is Located
3. Contact Person:
3a. Kevin Lindsay, Project Engineer
Name and Affiliation of Someone Who Can Answer Questions About this Application
'3b. [phone]
3c. [e-mail]
Phone Number
E-mail
1. Project is 0 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: j
2b. If sold, facilities owned by a (must choose one)
• Retaining Ownership (i.e. store, church, single office, etc.) or.
• Public Utility (Instruction III)
• Leasing units (lots, townhomes, etc. - skip to Item B(3)) j ■ Homeowner Assoc./Developer (Instruction IV)
■ Selling units (lots, townhomes, etc. - go to Item B(2b))
3. Fayetteville Public Works Commission (PWC)
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
4a. Cross Creek Water Reclamatoin Facility 1413. NPDES # NC0023957
Name of WWTF WWTF Permit No.
1
5a. NORCRESS District i5b. 6" Force Main
5c. WQ0022792
Owner of Downstream Sewer 1 Receiving Sewer Size
Permit Number of Downstream Sewer (if known)
The origin of this wastewater is (check all that apply):
❑ Residential Subdivision
❑ Apartments/Condominiums
❑ Mobile Home Park
❑ School
❑ Restaurant
❑ Office
❑ Car Wash
❑ Institution
❑ Hospital
❑ Church
® Nursing Home
❑ Other (specify):
100 % Domestic/Commercial
0 % Industrial
% Other (specify):
7. Volume of wastewater to be permitted in this project: 0 gallons per day
8. If the permitted flow is zero, indicate why:
❑ Interceptor Line - Flow will be permitted is subsequent permits that connect to this line
Flow has already been allocated in Permit No. WQ0022792 = I„iq 00T23/6,
❑ Rehabilitation or replacement of existing sewer with no new flow expected
FTA 02/03

FAST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS
PAGE 4
9. Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2H
.0219(1) for Item B(7) or the design flow for line or pump station sizing if zero flow in the space below. Values other than
that in 15A NCAC 2H .0219(1)(1-2) must be approved prior to submittal of this application. Submit a separate request to
the Division of Water Quality, Non -Discharge Permitting Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617 in
accordance with 15A NCAC 2H .0219(1)(3).
Project will connect to private pump station and sewer force main that will serve an 80-bed nursing home. 80 beds x 120
gal/day/bed = 9,600 gallons per day. Facility's current pump station and drain field were sized for 11,500, therefore
11,500 was used for the pump station design (pump station to be owned and maintained by nursing home under
separate permit). This permit is only for the 3-inch force main in NCDOT Right -of -Way to be owned by NORCRESS.
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches) Length (feet) Gravity or Force Main
(use the pull down menu)
3-inch 4,075 Force Main
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as necessary)
Power Reliability Option
(1- dual line feed; 2- permanent generator w/ATS; 3-
portable generator w/telemetry; 4-wet well storage)
Z
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.77
(attach additional sheets
Operational Point
GPM @ TDH
Z ENTER TOTAL LINE LENGTH IN MILES
i- -11. Summary of Pump Stations to be Permitted
2 Location ID
C (self chosen - as shown on Design Flow
0 plans for cross-reference) (MGD)
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12. Does the sewer system comply with the Minimum
CO Mains (latest version), the Gravity Sewer
Design Criteria for the Fast Track Permitting of Pump Stations and Force
Minimum Design Criteria (latest version) and 15A NCAC 2H .0200 as applicable?
the pertinent minimum design criteria or regulation and indicate why a
OR CALCULATIONS PERTINENT TO THE VARIANCE WITH YOUR APPLICATION
►I4 Yes ■ No If no, please reference
variance is requested:
SUBMIT TWO COPIES OF PLANS, SPECIFICATIONS
13. Have the following permits/certifications been submitted for approval?
Wetland/Stream Crossings - General Permit or 401 Certification?
Sedimentation and Erosion Control Plan?
Stormwater?
• Yes • No ►1 N/A
■ Yes • No ►ii N/A
■ Yes ■ No 1 N/A
PTA 09/(l1

FAST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 5
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1. Use the Division's guidance document entitled, "DETERMINING STREAM CLASSIFICATIONS FOR FORM FTA 02/03
(FAST -TRACK SEWER SYSTEMS)" to collect and record the stream classification data below (attach additional sheets as
necessary). This document is available from our web site or by contacting the appropriate Division of Water Quality
regional office (see instructions for addresses) OR indicate the following:
❑ A Stream Classification is not needed because all parts of the project are at least 100 feet away from any down slope
waterbody; AND,
❑ A Stream Classification is not needed because the design does not depend on wet well storage as a power reliability
option for any pump station near a Class C down slope waterbody.
Location ID on Map
(self chosen - as shown on i Name of
map for cross-reference) Waterbody
1 { UT to Cape Fear
County
Cumberland
River Basin
........... ....
Upper Cape
FcQr
Waterbody Stream Waterbody
Index Classification
18-(20.7) WS-V
Submit the 8.5" x 11" topographic map as required in Instruction VI regardless of whether a classification is provided!
1. Applicant's Certification:
1a.
1, Tom Cooney , attest that this application for Countryside Villa Sewer Extension
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 143-215.68, any person who knowingly makes any false statement, representation, or
certification in ny application shall be guilty of a Class 2 misdemeanor which may include a fine not to exceed $10,000
as well penalties up to $0))0 per violation.
Signing Official Signature
Professional Engineer's Certification:
0� 1O-Zoo?
Date
I attest that this application for NORCRESS District has been reviewed by me and is
accurate, complete and consistent with the information in the engineering plans, calculations, and all other supporting
documentation to the best of my knowledge. I further attest that to the best of my knowledge the proposed design has
been prepared in accordance with the applicable regulations, Gravity Sewer Minimum Design Criteria for Gravity Sewers
adopted February 12, 1996, and the Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force
Mains adopted June 1, 2000 and the watershed classification in accordance with Division guidance. Although certain
portions of this submittal package may have been developed by other professionals, inclusion of these materials under my
signature and seal signifies that l 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 143-215.68, any person who knowingly makes any false
statement, representation, or certification in any application shall be guilty of a Class 2 misdemeanor which may include a
fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
2a. Kevin S. Lindsay
Professional Engineer Name
2b. Hobbs, Upchurch & Associates, P.A.
Engineering Firm
2c. .P.O. Box 1737
Address
2d. Southem Pines 2e. NC 2f. 28388
City State Zip
2g. [phone] 2h. [phone] 2i. [e-mail]
Telephone Facsimile E-mail
4: SEAL
027502
1-4°4410°
Seal, Signature & Date
FTA fl2/01

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Name: WADE
Date: 118/2007
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Location: 035° 10' 06.6" N 078° 43' 09.6" W
Caption: Countryside Villa Sewer Extension
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Copyright (C) 1997, Maptech, Inc.

ROBERT W SAUNDERS, COMMISSIONER
VANCE B. NEAL, COMMISSIONER
WILSON A. LACY, COMMISSIONER
TERRI UNION, COMMISSIONER
STEVEN K. BLANCHARD, GENERAL MANAGER
PUBLIC WORKS COMMISSION
OF THE CITY OF FAYETTEVILLE
ELECTRIC & WATER UTILITIES
June 16, 2003
Mr. Kevin Lindsay, P.E.
Hobbs Upchurch & Associates, P.A.
P.O. Box 1737
Southern Pines, NC 28388
SUBJECT: Flow Acceptance Letter
for Sanitary Sewer System, NORCRESS District
Dear Mr. Lindsay:
955 OLD WILMINGTON RD
P.O. BOX 1089
FAYETTEVILLE, NORTH CAROI.INA 28302-1089
TELEPHONE (AREA CODE 910) 483-1401
FAX (AREA CODE 910) 483-1429
Based on present and projected flows at PWC's Cross Creek Water Reclamation Facility
the proposed Eastover Approach Main along with existing inter -local agreements, the
PWC can accept up to 440,000 gallons per day from the NORCRESS District to be
discharged into the proposed Eastover Approach Main and treated at the Cross Creek
Facility.
The Cross Creek Water Reclamation Facility has a total permitted treatment capacity of
25 MGD (permit number NC0023957). The proposed Eastover Approach Main is under
design and a request for permit is pending. The NORCRESS Wade 2 pump station will
discharge into an Eastover Sanitary District gravity main that will be at least 15 inches in
diameter for a half full capacity of 810,000 gallons per day.
If you have any questions, please call me at [phone].
Cc: Mick Noland
Tom McNeill
Alan Amor
Very truly yours,
P BLIC WORKS COMMISSION
I•-
oseph E.Glass, P.E.
Water Resources Engineering Manager
Norl I ow ma's 41 I Lar es! Metro
• AN EQUAL EMPLOYMENT OPPORTUNITY / AFFIRMATIVE ACTION EMPLOYER •

WILSON A. LACY, COMMISSIONER
TERRI UNION, COMMISSIONER
LUIS J. OLIVERA, COMMISSIONER
MICHAEL G. LALLIER, COMMISSIONER
STEVEN K. BLANCHARD, CEO/GENERAL MANAGER
Mr. Thomas B. Cooney, III, P.E.
County Utilities Director
County of Cumberland
130 Gillespie Street
Fayetteville, NC 28302
PUBLIC WORKS COMMISSION
OF THE CITY OF FAYETTEVILLE
ELECTRIC & WATER UTILITIES
September 25, 2007
955 OLD WILMINGTON RD
P.O. BOX 1089
FAYETTEVILLE, NORTH CAROLINA 28302-1089
TELEPHONE (AREA CODE 910) 483-1401
FAX (AREA CODE 910) 829-0207
Subject: Countryside Villa Nursing Home Force Main Connection to the
NORCRESS System
Dear Mr. Cooney:
Enclosed, please fmd a flow acceptance letter from PWC for the subject project. In
accordance with the approved plans submitted by Hobbs, Upchurch and Associates, the
amount of flow that PWC will accept from this project is 9,600 gallons per day. Please
note that this flow is accounted for under the permit issued for the NORCRESS project,
which anticipated a flow of 440,000 gallons per day to be discharged to the PWC system.
Therefore, we are enclosing a copy of that flow acceptance letter, which should be
included with the sewer permit application submitted to the State.
Should you have any questions or require additional information regarding this project,
please contact Mr. -John Allen at [phone]. Your cooperation is appreciated.
Sincerely,
PUBLIC WORKS COMMISSION
Joseph E. Glass, P.E.
Manager
Water Resources Engineering
Enclosure
cc: vlCevin Lindsay
Trent Allen (DENR)
Bill Berry
Project file
BUILDING COMMUNITY CONNECTIONS SINCE 1905

Hobbs, Upchurch & Associates, P.A.
Consulting Engineers
300 S.W. Broad Street • Post Office Box 1737 • Southern Pines, NC 28388
October 2, 2007
Trent Allen
Fayetteville Regional Office
225 Green Street, Suite 714
Fayetteville, NC 28301
DENR_FRO
OCT u52097
DWQ
RE: Sewer Permit
Countryside Villa Pump Station & NORCRESS Force Main
HUA No. WD0601.300
Dear Trent:
Please find the attached Sewer Permits (2 each) for the project referenced above. The first one is
for Countryside Villa to upgrade their existing pump station (that pumps effluent to their drain
field) to pump via 600 LF of 3" force main to a proposed 4,075 LF, 3" NORCRESS force main
(the second permit). The NORCRESS force main will be connected to an existing 6-inch
NORCRESS force main that pumps sewage from Godwin to Wade. The permitted amount is
zero because the flow was already permitted as part of WQ0023957. The connection of the two
force mains was modeled with WaterCad to confirm that both pump could meet peek demands
simultaneously.
If you should have any further questions or concerns regarding this information, please do not
hesitate to contact this office.
Sincerely,
HOBBS, UPCHURCH & ASSOCIATES, P.A.,
Keyfn Lindsay, P.E.
Project Manager
Southern Pines, NC • Telephone [phone] • Fax [phone] • e-mail: [e-mail]
Myrtle Beach • Nags Head • Charlotte • Beaufort

Hobbs, Upchurch & Associates, P.A.
Consulting Engineers
300 S.W. Broad Street • Post Office Box 1737 • Southern Pines, NC 28388
October 10, 2007
Trent Allen
Fayetteville Regional Office
225 Green Street, Suite 714
Fayetteville, NC 28301
D NR.,.-F
2007OCT
OW
RE: Sewer Permit
Countryside Villa Pump Station & NORCRESS Force Main
HUA No. WD0601.300
Dear Trent:
Please find the attached checks for $80 each for the two permits related to the Countryside Villa
Sewer project.
If you should have any further questions or concerns regarding this information, please do not
hesitate to contact this office.
Sincerely,
HOBBS, UPCHURCH & ASSOCIATES, P.A.,
Kevin Lindsay, P.E.
Project Manager
Enclosures
Southern Pines, NC • Telephone [phone] • Fax [phone] • e-mail: [e-mail]
Myrtle Beach • Nags Head • Charlotte • Beaufort