WQ0029271_Application_20050902

AST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS
PAGE 3
PAY
TO THE
ORDER
OF
A. APPLICATION INFORMATION
0
m
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD!
1. Owner:
1 a. Nathan's Cove, LLC
1 b.
1 c.
Application Number: /� �1
(to be completed by DWQ) 10.00 dI q oc 11
Full Legal Name (company, municipality, HOA, utility, etc.)
Oscar N. Harris (Manager)
Signing Official Name and Title (Please review 15A NCAC 2H .0206(b) for authorized signing officials!)
The legal entity who will own this system is:
0 Individual 0 Federal 0 Municipality 0 State/County 0
1 d. P.O. Box 578
Mailing Address
1f. North Carolina
State
lh. 910-892-1021
Telephone
2. Project (Facility) Information:
2a. Nathan's Cove
Brief Project Name (permit will refer to this name)
3. Contact Person:
3a. Glenn Tew (Project Engineer)
Private Partnership X Corporation 0 Other (specify):
1 e. Dunn
City
1 g. 28335
Zip Code
1i. q 10• $412•0614 1j. 0have ri5IDOhhaep►. oM
Facsimile E-mail
2b. Bladen
County Where Project is Located
Name and Affiliation of Someone Who Can Answer Questions About this Application
3b. 910-892-5159
OSCAR N. HARRIS
CERTIFIED PUBLIC ACCOUNTANT
PO BOX 578
DUNN, NC 28335
*FOUR HUNDRED DOLLARS AND NO CENTS
NCDENR
3c. iordantew(Thparthlink mat
DUNN, NC
66-1233/531
DATE
08/16/05
kv;
Il'
Mobile Home Park 0 Hospital
❑ School 0 Church
❑ Restaurant 0 Nursing Home
❑ Office ❑ Other (specify):
Volume of wastewater to be allocated for this particular project:
*Do not include previously permitted allocations
7774
007774
AMOUNT
*******400.00*
OSCAR N. HARRIS, CPA
L
pi-eitx;/
Domestic/Commercial
% Industrial
Other (specify):
14.040 gallons per day
8. If the permitted flow is zero, indicate why:
❑ Interceptor Line - Flow will be permitted in subsequent permits that connect to this line
❑ Flow has already been allocated in Permit No.
0 Rehabilitation or replacement of existing sewer with no new flow expected

STATE OF NORTH CAROLINA
COUNTY OF
Permit No.
DEVELOPER'S OPERATIONAL AGREEMENT This AGREEMENT made pursuant to G.S. 143-215.1 (d 1) and entered into this S I X r/\J'/
day of
eD, by and between the North Carolina Environmental Management
Commission, an agency of the State of North Carolina, hereinafter known as the COMMISSION; and
Nathan's Cove, LLC , a corporation/general partnership registered/licensed to do
business in the State of North Carolina, hereinafter known as the DEVELOPER.
WITNESSETH:
1. The DEVELOPER is the owner of the certain lands lying in Bladen County, upon
which it is erecting and will erect dwelling units and other improvements, said development to be known
as Nathan's Cove
(hereinafter the Development).
2. The DEVELOPER desires, to construct a wastewater collection system with pumps, wastewater treatment
works, and/or disposal facilities (hereinafter Disposal System) to provide sanitary sewage disposal to serve
the Development on said lands.
3. The DEVELOPER has applied to the COMMISSION for the issuance of a permit pursuant to G.S. 143-
215.1 to construct, maintain, and operate the Disposal System.
4. The DEVELOPER has created or shall create unit ownership in said dwellings units, other improvements
and lands through filing of a Declaration of Unit Ownership (hereinafter Declaration), pursuant to Chapter
47C or 47F of the North Carolina General Statutes.
5. The DEVELOPER has caused to be formed or will cause to be formed at the time of filing of the
r
Declaration, the ( Mix. `t4 a_ 40 VC lieMeetuvi ers ssoc i a'}" r ei i .11 cp (hereinafter
Association), a non-profit corporation organized and existing under and by the virtue of the laws of the
State of North Carolina, for the purpose, among others, of handling the property, affairs and business of the
Development; of operating, maintaining, re -constructing and repairing the common elements of the lands
and improvements subject to unit ownership, including the Disposal System; and of collecting dues and
assessments to provide funds for such operation, maintenance, re -construction and repair.
6. The COMMISSION desires to assure that the Disposal System of the Development is properly
constructed, maintained and operated in accordance with law and permit provisions in order to protect the
quality of the waters of the State and the public interest therein.
NOW, THEREFORE, in consideration of the promises and the benefits to be derived by each of the parties
hereto, the COMMISSION and DEVELOPER do hereby mutually agree as follows:
1. The DEVELOPER shall construct the Disposal System in accordance with the permit and plans and
specifications hereafter issued and approved by the COMMISSION, and shall thereafter properly operate
and maintain such systems and facilities in accordance with applicable permit provisions and law.
2. The DEVELOPER shall not transfer ownership and/or control of the Disposal System to the Association
until construction has been completed in accordance with the permit and approved plans, and the staff of
the Division of Water Quality has inspected and approved of the facilities. In order to change the name of
the permit holder, the DEVELOPER must request that the permit be reissued to the Association. The
request must include a copy of the Association Bylaws and Declaration.
3. The DEVELOPER shall not transfer, convey, assign or otherwise relinquish or release its responsibility for
the operation and maintenance of its Disposal System until a permit has been reissued to the
DEVELOPER's successor.

The. DEVELOPER shall provide in the Declaration and Association Bylaws that the Disposal System and
appurtenances thereto are part of the common elements and shall thereafter be properly maintained and
operated in conformity with law and the provisions of the permit for construction, operation, repair, and
maintenance of the system and facilities. The Declaration and Bylaws shall identify the entire wastewater
treatment, collection and disposal system as a common element which will receive the highest priority for
expenditures by the Association except for Federal, State, and local taxes and insurance.
5. The DEVELOPER shall provide in the Declaration and Association Bylaws that the Disposal System will
be maintained out of the common expenses. In order to assure that there shall be funds readily available to
repair, maintain or construct the Disposal System, beyond the routine operation and maintenance expenses,
the Declaration and Association Bylaws shall provide that a fund be created out of the common expenses.
Such fund shall be separate from the routine maintenance fiords allocated for the facility and shall be part of
the yearly budget.
6. In the event the common expense allocation and separate fund are not adequate for the construction, repair,
and maintenance of the Disposal System, the Declaration and Association Bylaws shall provide for special
assessments to cover such necessary costs. There shall be no limit on the amount of such assessments, and
the Declaration and Bylaws shall provide that such special assessments can be made as necessary at any
time.
7. If a wastewater collection system and wastewater treatment and/or disposal facility provided by any city,
town, village, county, water and sewer authorities, or other unit of government shall hereinafter become
available to serve the Development, the DEVELOPER shall take such action as is necessary to cause the
existing and future wastewater of the Development to be accepted and discharged into said governmental
system, and shall convey or transfer as much of the Disposal System and such necessary easements as the
governmental unit may require as condition of accepting the Development's wastewater.
8. Recognizing that it would be contrary to the public interest and to the public health, safety and welfare for
the Association to enter into voluntary dissolution without having made adequate provision for the
continued proper maintenance, repair and operation of its Disposal System, the DEVELOPER shall
provide in the Association Bylaws that the Association shall not enter into voluntary dissolution without
first having transferred its said system and facilities to some person, corporation or other entity acceptable
to and approved by the COMMISSION by the issuance of a permit.
9. The agreements set forth in numbered paragraphs 1, 2, 3, 4, 5, 6, 7, and 8 above shall be conditions of any
permit issued by the COMMISSION to the DEVELOPER for the construction, maintenance, repair and
operation of the Disposal System.
10. A copy of this agreement shall be filed at the Register of Deeds in the County(ies) where the Declaration is
filed and in the offices of the Secretary of State of North Carolina with the Articles of Incorporation of the
Association.
IN WITNESS WHEREOF, this agreement was executed in duplicate originals by the duly authorized
representative of the parties hereto on the day and year written as indicated by each of the parties named below:
FOR THE ENVIRONMENTAL Nathan' s Cove, LLC
MANAGEMENT COMMISSION Nam of DEVEL • ]'ER
-621t)noixo cie,nae-io
Alan W. Klimek, P.E., Director
Division of Water Quality
(Date)
i
By:
( mtnr ns Cove, LLC
PSOarBox / rlBurl i ee5g335
Print Name and Title
(Date)

FAST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 1
OF W AfFR State of North Carolina
0
\- R-- ment of Environment and Natural Resources
p� BEN Division of Water Quality
SEP 4 2 2005
FAST-TRACK APPLICATION
for GRAV>JOVERS, 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/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. This form may be photocopied for use as an original.
dI. 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).
[s II. Application Fee - Submit a check in the amount of $400 made payable to: North Carolina Department of
Environment and Natural Resources (NCDENR). Checks shall be dated within 90 days of application submittal.
❑ 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.
M 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 lots (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.
[I 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 COLOR 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/percs or by contacting the appropriate regional
office.

• SST -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], this application can not be used. Send the project application on Form PSFMGSA 10/99 to the PERCS
Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617. Applications can not 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.
0 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(1b). 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.
X. Downstream Sewer & Wastewater Treatment Plant Capacity
The applicant has assured downstream pipe, pump station and treatment plant capacity. The addition of new
sources of wastewater from this project has been evaluated along the route to the receiving treatment plant. 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. If the applicant is not the owner of the
downstream sewer or receiving treatment plant, submittal of flow acceptance letter(s) indicates that owner has
adequate capacity and will not violate G.S. 143-215.67(a).
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
2090 US Highway 70
Swannanoa, North Carolina 28778
[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, Hamett,
Hoke, Montgomery, Moore, Robeson,
Richmond, Sampson, Scotland
Mooresville Regional Office
610 E. Center Avenue, Suite 301
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, Alieghany, 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/peres/

' AST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 3
NFORMATION
A. APPLICATION
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD!
1 Owner:
1 a. Nathan's Cove, LLC
Full Legal Name (company, municipality, HOA, utility, etc.)
1 b. Oscar N. Harris (Manager)
Application Number:
(to be completed by DWQ)
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:
0 Individual 0 Federal 0 Municipality 0 State/County 0 Private Partnership X Corporation 0 Other (specify):
1d. P.O. Box 578 le. Dunn
Mailing Address
If. North Carolina
City
1 g. 28335
State ((�� ��nn Zip Code
1h. 910-892-1021 1i. " l lb' egl•'(00514 1j. Oharri5 COohknix+. Conn
Telephone Facsimile E-mail
2. Project (Facility) Information:
2a. Nathan's Cove 2b. Bladen
Brief Project Name (permit will refer to this name) County Where Project is Located
3. Contact Person:
3a. Glenn Tew (Project Engineer)
Name and Affiliation of Someone Who Can Answer Questions About this Application
3b. 910-892-5159 3c. [e-mail]
Phone Number E-mail
1. Project is X New 0 Modification (of an existing permit) If Modification, Permit No.:
For modifications, attach a separate sheet clearly explaining 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 in B(7) and B(10-11) that has already been included in the original permit.
2. Owner is 0 Public (skip to Item B(3)) X Private (go to Item 2(a))
2a. If private, applicant will be: 2b. If sold facilities owned by a (must choose one)
0 Retaining Ownership (i.e. store, church, single office, etc.) or
Z ❑ Leasing units (lots, townhomes, etc. - skip to Item B(3))
O X Selling units (lots, townhomes, etc. - go to Item B(2b))
II— 3. Town of White Lake
< Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
re • 4a. Town of White Lake WWTP 4b. NC0023353
Q Name of WWTF WWTF Permit No.
LL 5a. Town of White Lake j5b 8" Z Gravity Vic.
❑ Public Utility (Instruction I11)
X Homeowner Assoc./Developer (Instruction IV)
Owner of Downstream Sewer 'Receiving Sewer Size ❑ Force Main Permit Number of Downstream Sewer (if known)
IH 6. The origin of this wastewater is (check all that apply):
2 X Residential Subdivision 0 Car Wash
CZ 0 Apartments/Condominiums 0 Institution % Domestic/Commercial
W 0 Mobile Home Park 0 Hospital
0- 0 School 0 Church % Industrial
m 0 Restaurant ❑ Nursing Home % Other (specify):
❑ Office ❑ Other (specify):
7. Volume of wastewater to be allocated for this particular project: 14.040 gallons per day
*Do not include previously permitted allocations
8. If the permitted flow is zero, indicate why:
❑ Interceptor Line - Flow will be permitted in subsequent permits that connect to this line
❑ Flow has already been allocated in Permit No.
0 Rehabilitation or replacement of existing sewer with no new flow expected

AST -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 supported with actual water or wastewater use data in accordance with 15A
NCAC 2H .0219(1)(3).
39 each 3 bedroom townhomes at 360 gpd/townhome = 14,040 gpd (total)
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches) Length (feet)
8 pvc
Gravity or Force Main
(use the pull down menu)
789 Gravity
LLI
Z
H
ENTER TOTAL LINE LENGTH IN MILES 0. (, j
11., Summary of Pump Stations to be Permitted (attach additional sheets as necessary)
Location ID Power Reliability Option
(self chosen - as shown on Design Flow Operational Point (1- dual line feed; 2- permanent generator w/ATS; 3-
plans for cross-reference) (MGD) GPM @ TDH portable generator w/telemetry; 4-wet well storage)
2
tZ
LL
Z
12. 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 2H .0200 as applicable?
LLI X Yes 0 No If no, please reference the pertinent minimum design criteria or regulation and indicate why a
C„ variance is requested. SUBMIT TWO COPIES OF PLANS, SPECIFICATIONS OR CALCULATIONS
PERTINENT TO THE VARIANCE WITH YOUR APPLICATION
m
13. Have the following permits/certifications been submitted for approval?
Wetland/Stream Crossings - General Permit or 401 Certification? ❑ Yes 0 No X N/A
Sedimentation and Erosion Control Plan? X Yes 0 No ❑ N/A
Stormwater?
❑ Yes ❑ No X N/A
14. Does this project involve aerial lines or siphons? Check if ilk: 51 No
These lines will be considered hiah priority and must be checked once every six months
15. Does this project have gravity sewer lines designed at minimum slopes? _i No
Be aware that the Division will not accept installed lines more than 10% flatter than the minimum slope. Lines installed outside this tolerance should be
corrected prior to submitting the final engineering certification..

- AST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 5
0
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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 Name of
map for cross-reference) Waterbody
White Lake
County
Bladen
River Basin
Cape Fear
Waterbody Stream Waterbody
Index Classification
18-46-8-1 B
Submit the 8.5" x 11" COLOR topographic map as required in Instruction VI
regardless of whether a classification is provided!
1. Applicant's Certification:
1 a.
/, Oscar N. Harris (Manager), attest that this application for Nathan's Cove 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, 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
iolation.
Sigfiing Official Signat re
2. Professional Engineer's Certification:
ANY, 8-25-65
Date
I attest that this application for Nathan's Cove 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 / 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. Johnny Glenn Tew
Professional Engineer Name
2b. Jordan-Tew & Associates, P. A.
Engineering Firm
2c. P.O. Box 249
Mailing Address
2d. Dunn
City
2g. 910-892-5159 2h. 910-892-1893
Telephone Facsimile
2e. NC 2f. 28335
State Zip
2i. [e-mail]
E-mail
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Date

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Sep..01 05 03:28p
p.1
August 30, 2005
Jordan-Tew & Associates, P.A.
Johnny Glenn Tew, P.E.
P.O. Box 249
Dunn, NC 28335
Re: Flow Acceptance Letter
Project Name: Nathan's Cove, LLC
Applicant: Nathan's Cove, LLC
Dear Mr. Tew:
The Town Board of Commissioners met on July 12, 2005 and approved your
,request for the Town of White Lake, Permit Number NC0023353 to accept and
treat 14,040 gallons per day wastewater and provide 14,040 gallons per day
(gpd) potable water under for the development of 39 three -bedroom townhouses.
For informational purposes, please be aware that approval of the request for
the reserve capacity was contingent upon the project plans and specifications
being state approved, the project be inspected and approved by the Town's
Public Works Director and Engineer, the project must be completed within 12
months, and upon project completion the project engineer must provide the Town
with as -built plans and certification that the project was built according to plans.
Should you need additional information please feel free to contact Public
Works Director Tim Frush or myself at 910-862-4800. We look forward to
working with you on this project.
Sincerely,
,.,�/wn.ct43
Brenda Clark, CMC
Town Clerk
File: Public Works -Water -Request for Water/Wastewater Capacity -Nathan's Cove
1879 White Lake Dr. PMB 7250 White Lake, NC 28337-7250 Phone [phone] Fax [phone]

03: 29p
•
p.2
White Lake Town Board of Commissioners July 12, 2005
Request for Adequate Reserve Capacity for Water/Wastewater: Proposed
Nathan's Cove, LLC
Mr. Johnny Glenn Tew, PE, Jordan-Tew & Associates, P.A. submitted a request
for the Town to accept and treat 14,040 gallons per day wastewater and provide
14,040 gallons per day (gpd) potable water for 39 three -bedroom townhouses.
Brian Cox, with Engineering Services confirmed that the Town has the resources
to provide services to the proposed project. Mayor Womble advised Council that
it was the Town's policy that approval of the request for the reserve capacity
should be contingent upon the project plans and specifications being state
approved, the project is inspected and approved by the Town's Public Works
Director and Engineer, the project must be completed within 12 months, and
upon project completion the project engineer must provide the Town with as -built
plans and certification that the project was built according to plans.
Commissioner Tom Riel questioned if the units would be individually metered.
Public Works Director Tim Frush advised that the developer's plans were to
individually meter the units.
Mayor Pro Tem Jeff Corbett asked what the current remaining capacity for new
allocation was available at the wastewater treatment plant.
• Public Works Director Tim Frush replied approximately 350,000 gallons based on
the average flow.
There being no further discussion Commissioner Tom Riel moved, seconded by
Commissioner Tim Blount TO APPROVE THE REQUEST TO ACCEPT AND
TREAT 14,040 GPD WASTEWATER AND PROVIDE 14,040 GPD POTABLE
WATER FOR 39 THREE -BEDROOM TOWNHOUSES FOR THE PROPOSED
SERENITY PLACE TOWN HOMES AND THAT APPROVAL OF THE REQUEST
FOR THE RESERVE CAPACITY BE CONTINGENT UPON THE PROJECT
PLANS AND SPECIFICATIONS BEING STATE APPROVED, THE PROJECT IS
INSPECTED AND APPROVED BY THE TOWN'S PUBLIC WORKS DIRECTOR
AND ENGINEER, THE PROJECT MUST BE COMPLETED WITHIN 12 MONTS,
AND UPON PROJECT COMPLETION THE PROJECT ENGINEER MUST
PROVIDE THE TOWN WITH AS -BUILT PLANS AND CERTIFICATION THAT
THE PROJECT WAS BUILT ACCORDING TO PLANS (Unanimous in favor).
Said letter of request is listed as Exhibit "I". Supporting material, which is hereby
incorporated by mention and made a part of these minutes.
InterStar Wireless Internet Access
Mayor Womble advised Council that Michael Steed, General Manager with
InterStar Communications would like for Council to consider the possible venture
for their company to provide wireless Internet access to the White Lake area and
would like to negotiate a contract to allow InterStar to mount their equipment on
the Town's water tank. The installation of wireless internet services could serve
as an additional communication backup system for the Town in case of major