NC0026921_Wastewater Improvements_20030730

Hobbs, Upchurch & Associates, P.A.
Consulting Engineers
300 S.W. Broad Street • Post Office Box 1737 • Southern Pines, NC 28388
Jul>> 30. 2003
i,'ir. Paul Ravi,Is - •
siC: DENR -- Water Quality Section
225 Green een Street, Suite 714 Systel Building
Faytiteville, North Carolina 28301
RE: Town of Parkton
Information Requested
Dear NIr. Rawls:
Please find enclosed the information requested for the Town of Parkton.
If you have any questions or need additional information, please feel free: to give me a
cal; at [phone].
Sincerely,
fHOBBS, UPCHURCH & ASSOCIATES, P.A.
Leonard McBryde I1I, E.I.
Enclosures
Southern Pines, NC • Telephone [phone] • Fax [phone] • e-mail: [e-mail]
Myrtle Beach • Nags Head • Raleigh • Charlotte • Beaufort

North Car lin . ur
Su .:1e enta1 g rant
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ImisriAreinent
Submitted by:
Pry-p,,rrei by:
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Hobbs, U pc larch , Assoc :: tes9 P
Consulting Engineers, Land Surveyors .•' Planners
300 SW :'road Street — Southern Pines, SIC 28387
March 2003

Hobbs, Upchurch & Associates, RA.
Consulting Engineers
300 S.W. Broad Street • Post Office Box 1737 • Southern Pines, NC 28388
March 31, 2003
Ms. Julie Haigler, Program Director
North Carolina Rural Center
4021 Carya Drive
Raleigh, North Carolina 27610
RE: Town of Parkton
Supplemental Grant Application
Dear Ms. Haigler,
The Town of Parkton is requesting Supplemental Grant in the amount of $182,200.00 to
complete sewer system improvements. Three original application packages are enclosed for
your review. The project will allow the town to provide sewer service to a new industry and will
alleviate toxicity violations at the wastewater treatment plant. The total project cost is
$192,300.00 and the Town has committed $10,100.00 towards the completion of the ro'ect.
The Town's local match equates to 5.54 percent of the total project cost: p
The following outlines priority points for the Parkton application. Based on, our self-scorin t
Parkton project should earn 210 points. g, he
1. Basic Eligibility
a. The project will help create 50 jobs in the Parkton area, which is approximately 0.5 percent of the
total manufacturing jobs in Robeson County. In addition, the project will eliminate health risks
created by an ineffective wastewater system.
b. The Town of Parkton follows proper accounting and fiscal control measures. A copy of our most
recent audit can be provided upon request.
c. The Town has committed $10,100.00 towards the completion of the project. The total project
cost is $192,300.00.
2. Extent to which the project addresses a current and critical need.
a. The Town of Parkton does not have jurisdiction over a WSWP area, however the Town has
implemented a wellhead protection program. - yes =15 points
b. The resulting project supports the creation of new jobs. — yes —10 points
c. The resulting project supports the retention of existing jobs (as a percentage of jobs in that
category). The project will retain 400 manufacturing jobs. NA
d. The applicant has demonstrated job losses occurring over the past two years. 395 manufacturing
jobs lost in last 24 months — 7014 total manufacturing jobs - 21% lost 25 points
Southern Pines, NC • Telephone [phone] • Fax [phone] • e-mail; [e-mail]
Myrtle Beach • Nags Head • Raleigh • Charlotte • Beaufort

SUPPLEMENTAL GRANT APPLICATION
2003-2004 Clean Water Bond Funds
General Information
Legal Name of Applicant Unit: Town of Parkton
Name and Title of Chief Elected Official: Mr. Tim Parnell, Mayor
Mailing Address: Post Office Box 55 Street Address: Second Street
City: Parkton
Project #
New Application
Resubmittal
State: NC Zip: 28371
Telephone: [phone] fax: [phone]
Contact from unit of Local Government Mr. Tim Parnell, Mayor
(This contact must designated by authorizing resolution from the chief elected official)
Telephone: [phone]
e-mail: NA
e-mail NA
i
Name, title and agency of person who wrote this application: Stephanie Closson,, P.E. Hobbs, Upchurch
Telephone:[phone] e-mail: sclossona.hobbsupchurch.com
Project Contact (Manager/Engineer/Grant Consultant): Stephanie Closson, P.E.
(This project contact should be the person who can best answer questions regarding this project.)
Address: Hobbs Upchurch & Associates, PO Box 1737, Southern Pines, NC 28388
' I
Telephone/FAX/Email if different than above: Phone: [phone] Fax: [phone]
Federal Tax ID Number 56-601-7675 Fiscal Year -End Date: (June 30
Type of Applicant check those that apply):
3:=IM County
Water/Sewer Authority
Water/Sewer District Metro W/S District
Incorporated Village
Amount Requested: $ 182,200.00
PROJECT INFORMATION
Project Title: Wastewater System Improvements
Joint agency pursuant to G.S. 160A-20
Joint agency pursuant to G.S. 63-56
Sanitary District
Total Project Cost: ! $ 192,300.00
Project start date: September 2003 Project end date: August 2004
County(s) to be served by project: Robeson
Region (check one): West
Type of project (check one): Water
1
Central
Wastewater
East,
Other

PROJECT BUDGET
1. Indicate the sources, amounts and dates of availability or status of funds to finance this project.
Clearly identify the sources of funds.
Source Amount Date Available Status
Budget $10,100.00 Septe i ber 2003 Available
Funds from the Applicant:
Federal Funds:
Other State Funds:
Amount of this grant request:
$182,200.00
Project Total: $192,300.00
2. Indicate whether the applicant has followed proper accounting and fiscal reporting procedures, as
evidenced by the applicant's most recent audit report, and that the applicant is in substantial
compliance with provision of the general fiscal control laws of the State. ,
I �
No (Explain exceptions)
Yes
PROJECT STATISTICS: Applicants must fill out this section completely, as ;the information is used to
score the project. Statistical information can be found on the Rural Center's web site
www.ncruralcenter.orq. If not completed, the application will be returned to the applicant.
Number of jobs created: 50
(Projected 2 years out)
Total public investment: $10,100.00
Water customers currently served
Business/industry: 25
Number of jobs retained:
Total private investment: $
Residential: 211
Water customers served by project
Business/industry: 0 Residential:
Wastewater customers currently served
Business/industry: 25 Residential: 211
Wastewater customers served by project
Business/industry: 25 Residential: 211
Poverty rate: 5.8 Median household income: $32,321.00
Ability to pay: 5.45 Population: - 360
Unemployment rate:10.2% (Robeson County) Tier number: 2

If tier 4 or 5, how are additional eligibility criteria met? (Check one) Eligible tier 4 and 5 counties must
provide a 50 percent match. NA
Poverty rate greater than 1.5 x the current state poverty rate.
Unemployment rate greater than 2 x the current state unemployment rate.
Manufacturing job loss over the past two years greater than 5 percent.
Total manufacturing jobs: NA Total job loss: NA Percentage: NA%
Do you have an open Rural Center grant awarded prior to July 1, 2001?; (Eligible applicants must
have closed all Rural Center grants awarded prior to July 1, 2001. If you wish to request an eligibility
review due to extenuating circumstances, a detailed request must be submitted at least two weeks
prior to application deadline.)
No
Yes, Project Name(s) & Award Date(S)
Brief project description:
The Town of Parkton Wastewater System Improvements project includes the construction of a
new chlorine disinfection system at the wastewater treatment plant and the replacement of
existing sewer connections in the collection system. The town has received civil penalties from
the State of North Carolina for violations in toxicity and fecal effluent discharge within the last
year. The proposed project will help prevent toxicity violations at the wastewater treatment
plant, which will eliminate health risks. In addition, the project will allow the Town to provide
sewer service to a new industry in the area.

Certification By Chief Elected Official
The attached statements and exhibits are hereby made part of this application and the undersigned
representative of the applicant certifies that the information in this application and the attached
statements and exhibits is -true, correct, and complete to the best of his/her knowledge and belief.
He/She further certifies that:
1. as Authorized Representative, he/she has been authorized to file this
of the governing body;
application by formal action
2. that the governing body agrees that if a grant from the Unsewered Communities program as
funded by the 1998 Critical Needs Bond Act is awarded, the applicant will provide proper and
timely submittals of all documentation requested by the Grantor Agency (Rural Center);
3. that the governing body agrees to provide for proper maintenance'iand operation of the approved
project after its completion;
4. that the applicant has substantially complied with or will comply with a I federal, state and local
laws, rules and regulations and ordinances as applicable to this project; and
5. that the applicant will adopt and place into effect on or before the completion of the project a
schedule of fees and charges which will provide for the adequate 4nd proper operation,
maintenance and administrati p of the project.
Signature of Chief Electe Official/Authorized Representa •
Mr. Tim Parnell, Mayor
Typed Name and Title
Date
Checklist For Additional Forms:
Please enclose the following items before submitting:
11 Application Form (attached)
Ni Narratives (see guidelines)
Project Description
Project Justification
Comprehensive Plans
Special Emphases
Submission Procedure
Exhibits (see guidelines)
Authorizing Resolution
Project Budget
Project Schedule
Memorandum of Understanding (attached)
Minority Business Enterprise Certification
Commitment of Other Funds Form
(attached)
Three copies of this application and all relevant materials must be received by 5:00 p.m. on the deadline
date. Faxes are not acceptable.
Rural Economic Development Center, Inc.
Supplemental Grants Program
4021 Carya Drive
Raleigh, NC 27610

Town of Parkton
Post Office Box 55
28 West Second Street
Parkton, North Carolina 28371
Narrative — Rural Center Capacity Development Grant Application
Wastewater System Improvements
Town of Parkton, North Carolina
Project Description
The Town of Parkton is requesting Supplemental Grant assistance from the North Carolina Rural
Economic Development Center in the amount of $182,200.00. The proposed project will complete
improvements in the Town's wastewater treatment and collection system. The project will allow
the town to provide sewer service to a new industry and will alleviate toxicity violations at the
wastewater treatment plant. The total project cost is $192,300.00 and the Town has committed
$10,100.00 towards the completion of the project. The Town's local match equates to 5.54
percent of the total project cost.
The Town of Parkton has received multiple Notices of Violation from the North Carolina
Department of Environment and Natural Resources due to WWTP effluent toxicity test failures.
The failures are primarily caused by an undersized and ineffective chlorine disinfection system.
The proposed project will construct a new chlorine system at the Parkton WWTP. The new
system will include a sulfur dioxide feed system for more effective dechlorination. In addition, the
project will replace 20 service connections in the collection system to help reduce inflow and
infiltration in the collection system.
The Parkton wastewater system consists of a 200,000 gallon per day wastewater treatment plant,
over 32,000 LF of pipe, and approximately 75 manholes. The Town's, sewer system currently
serves about 211 residential customers and 25 commercial and industrial customers. In
cooperation with the Rural Center and the Clean Water Management Trust Fund the Town
completed extensive inflow and infiltration repairs in 2000 and 2001. The project included the
internal rehabilitation of over two miles of sewer lines, rehabilitation of all system manholes,
extensive point repairs, and the replacement of 1,160 linear feet of sewer lines and associated
manholes. The project also included repairs to eliminate two storm sewer interconnections to the
sanitary sewer. Prior to the completion of this extensive repair project, the majority of the sewer
lines in Parkton were over 45 years old. The manholes were of the original brick construction,
which allowed significant infiltration into the collection system.
The 2000/2001 inflow and infiltration repair project has been successful in reducing the overall
volume of I/I in the Parkton collection system. Prior to the completion of the project the peak day
flows at the Parkton wastewater treatment plant were over 450,000 gallons per day. The Town
was frequently exceeding its monthly permit average of 200,000 gallons per day. In 2002 the
Town saw daily peak flows of 230,000 gallons per day; however the. average monthly flows
remained below the NPDES permit limits.

Completing the inflow and infiltration repairs was an important first 'step in rehabilitating the
Parkton sewer system; however additional projects are needed to ensure full compliance with the
Town's NPDES discharge permit. The proposed project will help prevent toxicity violations at the
wastewater treatment plant, which will eliminate health risks and allow the Town to provide sewer
service to a new industry in the area.
Project Justification
The proposed wastewater system improvement project will address a critical health need and a
critical economic development need for the Town of Parkton. The following outlines the
justification for the proposed project.
Critical Health Need — Toxicity Violations
The Parkton wastewater treatment plant is approximately 20 years old and is in poor condition.
The WWTP consists of a manual bar screen, two oxidation ditches operated in parallel, two
clarifiers, a chlorination system, post aeration, an aerobic sludge digester, and sludge drying
beds. The chlorine contact chamber at the WWTP does not allow for the minimum 30 minute
retention time required under current State regulations. Dye tests completed by Mr. Roy
Lowder, the Parkton WWTP Operator, indicate that the average retention time is
approximately 15 minutes, while during peak flows the retention time drops to less than seven
minutes. The undersized chlorine system is contributing the toxicity violations that have
occurred in the past few months.
The current Parkton NPDES permit requires the Town to test for chronic toxicity. The
effluent failed the test in October 2002, December 2002, and January 2003. Violation letters
from NCDENR are enclosed. The Town has been issued civil penalties for the October and
December 2002 violations. It is likely that civil penalties for the January 2003 violation will
also be issued. The May 1999 Update to the Lumber River Basinwide Water Quality
Management Plan indicates that Dunn's Marsh is "supporting but threatened" partially due to
toxicity problems at the Parkton WWTP.
As part of the proposed project a new chlorine system will be constructed at the Parkton
wastewater treatment plant. A design worksheet and detailed cost estimate for the project are
enclosed. The new system will allow for approximately 64 minutes; of detention time at the
design flow of 200,000 gallons per day. At a peak flow of 400,000 gallons per day the new
system will still maintain the required 30 minute retention time. Current state regulations
require existing wastewater treatment plants to add dechlorination equipment when the plant
expands or upgrades existing equipment. To meet this requirement, a sulfur dioxide feed
system will be installed at the Parkton wastewater treatment facility.
The new system will help eliminate the toxicity violations at the Parkton wastewater treatment
plant. The chlorine will have adequate time to disinfect the effluent and the new sulfur dioxide
feed system will ensure more effective dechlorination prior to effluent discharge into Dunns
Marsh.
An additional part of the project involves the replacement of 20 sewer services in the
collection system. This will help to further reduce inflow and infiltration in the system. The

Town of Parkton has access to CCTV equipment and will TV inspect the system to identify
the services most in need of replacement.
The Town of Parkton is currently working to complete a WWTP regionalization study;
however it is likely that the feasible alternatives for regionalization will take years to
implement. The toxicity problems at the WWTP must be addressed, immediately to eliminate
the violations and civil penalties.
Economic Development Need — Job Creation at Weldon Manufacturing
The Town of Parkton was contacted by Mr. Chuck Bendixen with Weldon Corporation. Mr.
Bendixen and his team are planning to re -start manufacturing operations at the facility and are
interested in connecting to the Parkton sewer system. The company will create 50 jobs over
the next two years, with the expectation of creating a total of 100 jobs over the next four years.
Information provided on the ESC web site indicates that there 2,172' manufacturing jobs have
been lost in Robeson County. This equates to more than twenty-one percent of the total
manufacturing jobs in the County. The following table summarizes the manufacturing job
losses:
March 2001
Apri12001
April 2001
June 2001
July 2001
October 2001
May 2002
May 2002
April 2003
March 2003
Converse, Inc.
Badger Sportswear Inc.
Elkay Southern Corp.
Gerber Childrenswear, Inc.
Alamac Knits Inc.
Carolina Mills, Inc.
Culp, Inc.
Guilford Mills, Inc.
In 7 Company, Inc.
Fleetwood Enterprises, Inc.
Shoes
Knit sportswear 1
Stainless steel sinks
Infant/Toddler apparel
Knit fabrics
Synthetic yarn
Upholstery fabric
Knit fabrics
Dyeing & finishing
Manufactured homes
Total Jobs Lost
Total Mfg. Jobs in Robeson County
Percent Manufacturing Jobs Lost in Past 24 Months
475
125
60
51
720
320
76
80
100
120
2,172
10,118
21%
Coordination with Comprehensive Plans
The Town has worked to protect groundwater and surface waters through the implementation of a
wellhead protection ordinance and an updated land use plan. Completing; the proposed project will
reduce the toxicity violations at the WWTP and help protect the waters of Dunn's Marsh. In
addition, the project will continue the Town's ongoing efforts to reduce inflow and infiltration in
the collection system.

The Town understands the need to protect natural resources and has stated in the Land Use plan
that flood plains and swamplands should be left in their natural state as open space and buffers.
The Land Use Plan and zoning ordinances have identified commercial and residential areas within
the town boundaries. The sewer use ordinance requires that all new structures connect to the water
and sewer systems.
Special Emphases
a. The proposed project will create an efficient wastewater system for, the Town of Parkton and
will build upon previous system improvement projects. The Town is currently evaluating
regional wastewater treatment alternatives, however the proposed project must be completed
immediately to alleviate current economic and health needs.
b. The Town of Parkton operates under sound fiscal policies and works to develop creative
planning, and efficient operation and management techniques. The Town of Parkton passed a
resolution to establish a capital reserve fund. Surplus revenues generated by the water and
sewer user charges will be placed into the fund and will be used for the sole purpose of
completing needed improvements to the Parkton water and sewer systems. A copy of the
resolution is attached. A copy of the Town's audit can be provided upon request.
c. The Town is developing a 20-year Capital Improvement Plan as part of a Rural Center
Capacity Development award. The CIP is in draft form and will be finalized by the Town by
May 2003. A draft copy of the CIP is enclosed.
d. The possibility of an effective land application system is being evaluated as part of the current
capacity development project.
e. The Town of Parkton does not have jurisdiction over a water supply watershed protection area,
however in recognition of the need to protect water resources the Town has implemented a
wellhead protection ordinance.
f. The proposed project will address critical infrastructure needs caused by the aging Parkton
wastewater treatment facility. In addition, the project will address economic development
needs.

Exhibits — Rural Center Capacity Development Grant Application
Wastewater System Improvements
Town of Parkton, North Carolina
Project Budget
A design worksheet and detailed project budget are enclosed.
Cost Estimate
Item Quantity Unit Cost Extended
Upgrade Chlorine System at
WWTP 1 LS $115,300.00 $115,300.00
Replace Sewer Services from Line
to Right -of -Way
20 EA $1,750.00 $35,000.00
Construction Subtotal $150,300.00
Engineering Design $15,000.00
Construction Inspection $12,000.00
Contingency $15,000.00
Total Project Cost $192,300.00
Local Match $10,100.00
Grant Request $182,200.00
Project Schedule
The following outlines the proposed project schedule:
Funding Phase
Engineering Design
Bid Project
Construction Completion
Project Closeout
September 2003
February 2004
March 2004
July 2004
August 2004
Local Commitment Form and Authorizing Resolution
Attached
Rural Center Memorandum of Understanding
Attached

NPDES Violation Letters
Attached
Certification of MBE Percentage Goal
Attached
20-Year CIP
Attached
Water Conservation Education and Incentive Programs
The Town of Parkton works to increase public awareness of the need for water conservation and
encourage citizens to learn more about the water system. The Public Works Director is available to
speak with community and school groups about water conservation and system operations. Mayor
Tim Parnell speaks with the Rotary Club and other civic organizations regarding system
operations and water conservation on an annual basis. The Town publishes water conservation
suggestions in the local paper and posts fliers in the Town Hall. A copy of one of the conservation
fliers that was published in the newspaper and included with the customer water bills is attached.
The Town has developed a draft water conservation incentive resolution that will be addressed at
the April or May 2003 meetings. A copy of the draft resolution is enclosed. The final resolution
will be forwarded to the Rural Center when it is approved.
Job Losses in Robeson County
Enclosed letter from the Mayor of Parkton
Capital Reserve Fund
Attached

iff� o Gyp � ZIP.

COMMITMENT OF OTHER FUNDS FORM;
Supplemental Program
North Carolina Rural Economic Development Center, Inc.
And
Town of Parkton
(applicant)
PROJECT TITLE: Wastewater System Improvements
ADDRESS: Post Office Box 55, Parkton, NC 28371
Provide a copy of correspondence indicating commitment of these funds with the application.
1. Local Funds. Include loans and cash matches from the applicant.
Amount: $ 10,100.00 Type: local cash
2. Other Funds. Include other grant funds. Please attach commitment letters from those
agencies to this form when submitting.
Amount: $ Source:
Applicants for Supplemental Grant funds may provide the local commitment dollars for a number
of sources. NCGS 159 provides guidance on the sources and users of funds available to units of
local governments. It also provides that 1) units of local government must operate on a balanced
budget and 2) must provide audits and financial statements to the North Carolina Local
Government Commission (LGC), the agency that monitors local government units and oversees
debt issuance. Public Authorities and Special Districts are covered under NCGS 159.
NCGS 159, Subchapter (IV), Article 4, Local Government Bond Act, provides that the net debt of
any unit cannot exceed 8% of the assessed value of property subject to taxation by the unit.
Revenue bonds and Installment Purchase Agreement debt, while regulated by the LGC, are
currently not covered in this limit.
NCGS 162A, Article 1, Water and Sewer Authorities, provides that such authorities have the
power to issue revenue bonds and revenue refunding bonds to finance capital improvements,
subject to LGC approval.
In reviewing applications for Supplemental Funding, the Rural Center will take into consideration
the applicant's financial position relative to other, similar units of local government (as though
the Ability to Pay Ranking). Consideration will be given to the applicant's ability to handle
additional debt as may require for the project.

3. If GO bonds, Revenue Bonds, Installment Purchase, COPS !or Refunding Bonds
are being used to finance the project, please indicate below ;why the amount
issued is the maximum feasible amount for the applicant. Applicants may wish to
discuss factors such as current debt load of the unit, a comparison of the debt per
capita to units with similar characteristics, future obligations which will require
allocation of substantial portions of local revenues, etc. be brief but specific.
4. If no debt is to be issued or used to finance the project, explain the reasons for this
decision below. Applicants may wish to discuss factors such as current debt load
of the unit, a comparison of the debt per capita to units with, similar
characteristics, future obligations which will require allocation of substantial
portions of local revenue, special economic factors, costs associated with the '
issuance, etc. be brief but specific.
SIGNATURE OF GRAN EJAUTHORIZED REPRES NTATIVE
Tim Parnell, Mayor, Town of Parkton
TYPED NAME AND TITLE
3 - 2., - D3
DATE

RESOLUTION TO APPLY FOR A SUPPLIMENTAL GRANT THROUGH THE NC RURAL CENTER
BY THE BOARD OF COMMISSIONERS OF THE TOWN OF PARKTON, NORTH CAROLINA
WHEREAS, The North Carolina Clean Water Bond Act has made grant funding for water and wastewater
projects to address critical health and/or economic development needs available through the North
Carolina Rural Economic Development Center; and
WHEREAS, The Town of Parkton has need for and intends to replace sewer services for the Town's wastewater
system;
WHEREAS, The Town of Parkton intends to apply for a Supplemental Grant from the North Carolina Rural
Economic Development Center to help complete the proposed project;
NOW THEREFORE BE IT RESOLVED, BY THE BOARD OF COMMISSIONERS OF THE TOWN OF
PARKTON:
That the Town of Parkton will arrange financing for all remaining costs of the project, if approved for a grant
award through the North Carolina Rural Economic Development Center.
That the Town of Parkton will adopt and place into effect on or before completion of the project a schedule of
fees and charges which will provide adequate funds for proper operation, maintenance, and administration of the
system.
That Tim Parnell, Mayor, and successors so titled, is hereby authorized to execute and file an application on
behalf of the Town of Parkton with the North Carolina Rural Economic Development Center for a grant to aid in
the construction of the project described above.
That Tim Parnell, Mayor, and successors so titled, is hereby authorized and directed to furnish such information
as the appropriate agency may request in connection with such application or the project; to make the assurances
as contained above; and to execute such other documents as may be required in connection with the application.
That the Town of Parkton has substantially complied or will substantially comply with all Federal, State, and local
laws, rules, regulations, and ordinances applicable to the project and to Federal and State grants and loans
pertaining thereto.
Adopted this the % `h day of March, 2003 at Parkton, North Carolina
Tim Parnell, Mayor
Tony] ibson, Town Clerk

CERTIFICATE OF RECORDING OFFICER
The undersigned duly qualified and acting as Town Clerk of the Town of Parkton does
hereby certify:
That the above/attached resolution is a true and correct copy of the resolution authorizing
the filing of an application with the North Carolina Rural Economic Development Center,
as regularly adopted at a legally convened meting of the Town Council duly held on the
2(p to day of March, 2003; and, further, that such resolution has been fully recorded in
the journal of proceedings and records in my office.
IN WITNESS WHEREOF,
I have hereunto set my hand this _;__ day of
(Signat'?� : i fficer)
Tonya Gibson, Town Clerk
(Name and Title of Recording Officer)
ACk
, 2003.

SUPPLEMENTAL GRANT PROGRAM
MEMORANDUM OF UNDERSTANDING
Between
North Carolina Rural Economic Development Center, Inc.
And
Town of Parkton
(applicant)
PROJECT TITLE: Wastewater System Improvements
ADDRESS: Post Office Box 55, Parkton, NC 28371
The purpose of this Memorandum of Understanding is to outline conditions and regulations fora general working
relationship between the North Carolina Economic Development Center (Rural Center) and the applicant organization
regarding the Rural Center Capacity Grant Program.
The following conditions and regulations apply to all Rural Center Capacity Building Projects:
Disbursement Policy
The Rural Center will disburse up to 90 percent of capacity grant funds upon submission of satisfactory evidence other
funds have been drawn down by 90 percent and that 100 percent of local funds, if committed, have been expended.
Documentation in support of expenses must accompany the Financial Request Form. The final ten percent will be
disbursed upon completion of the project and submittal of the final approved product.
Project Schedule
A timeline has been provided to the Rural Center as part of the application package. This represents the adopted
schedule for this project. The grantee understands that the Rural Center will establish the date'for termination of its
contract using this information and that time is of the essence. Updates or changes to the project schedule must be
provided to the Rural Center as they are adopted by the grantee for use in administering this project. Rural Center.
reserves the right to reject or ask for further clarification regarding the timeline and its implementation.
Contract Time Requirements
Rural Center may revoke or revise its approval of funding for the project if work intended is not'under contract within six
months after the Rural Center approval date of the project and if not completed within two''years of Rural Center approval.
The Rural Center approval date will be incorporated in the contract as the Commencement Date.
•
Change in Project Scope
It is clearly understood, that a change in the project scope may not be implemented without prior written approval from
Rural Center and submission to Rural Center of evidence of other funders approval of the chahge(s). A change of scope
will include any change to the project design, capacity of the system, the number and/or type of customers served, or
equipped items purchased.
Changes in Project Funding
It is further understood that if the grantee receives additional funding for the project after the Rural Center approval, these
funds cannot be used to reduce the amount of local funds pledged or to displace other grant funds committed to this
project; any such action could result in the reduction of the Rural Center capacity grant by the amount of funds added to
the project. If new funds are made available to this project, the Rural Center must be notified immediately. Likewise, it is

understood that the local share, as pledged tot he Rural Center in the original application, will not be diminished in the
event of a cost unerrun in the completed project.
Cooperation with Primary Funder and Rural Center
It is understood that he grantee will cooperate with this order funders as identified in the:application and will provide
information and reports as prescribed by the funder and will adhere to all applicable regulatory and/or statutory
requirements of the Primary Funder and the State of North Carolina particularly as they relate to the procurement of
goods and services and in the maintenance of proper accounting records.
Reporting Procedure
Quarterly progress reports will be submitted to Rural Center as set forth in the terms of the contract document to be
executed. The first report will be due 90 days from the date of award. Subsequent quarterly reports will be required until
project completion and close of the contract.
Final Report
A final report is required and will be due upon close of the project. This report must be submitted and approved by the
Rural Center Prior to disbursement of final funds.
SIGNATURE OF GRANTEE/AUTHORIZED REPRESEENTATIVE
Mr Tim Parnell, Mayor, Town of Parkton
TYPED NAME AND TITLE
3i°Z)5-o;3
DATE

NPDES VIOLATION LETTERS

Mar—.o—o3 11245A
P.03
1
1
• State of North Carolina
Department of Environment and Natural ;Resources
. Division of Water Quality 1
Systel Building, Suite 714 Fayetteville, North Carolina 28301
225 Green Street •• • • •
February 26, 2003
CERTIFIED MAII,
RETURN RE EWF REQUESTED
Mr. Tim Parnell
Town of Parkton
PO Box 55
Parkton, North Carolina 28371
SUBJECT: NOTICE OF VIOLATION
Effluent Toxicity Testing
NPDES Permit No. NC0026921
Town of Parkton WWTP
Robeson County
Dear Mr. Parnell:
This is to inform you that a review of your toxicity self -monitoring report form for the month of
December 2002 indicates a violation of the toxicity limitation specified in your'NPDES Permit.
You should take whatever remedial actions are necessary to eliminate the conditions causing the
effluent toxicity violation(s). •ri'our efforts may include conducting a Toxicity Reduction Evaluation
(TRE) which is a site -specific study designed to identify the causative agents of effluent toxicity, isolate
the sources of toxicity, evaluate the effectiveness of toxicity control options, and then confirm reductions
in effluent toxicity. Please be aware that North Carolina General Statutes provide for assessment of civil
penalties for violations of NPDES permit limitations and requirements.
The reverse side of this Notice contains important information concerning your Whole Effluent
Toxicity Monitoring and Reporting Requirements. Please note updated mailing addresses for submitting
your Discharge Monitoring Reports (DMRs) and Aquatic Toxicity (AT) Test Forms. We encourage you
to review this information and, if it would be helpful to discuss this situation; or possible solutions to
resolve effluent toxicity noncompliance, please contact me at (91486-1541.
Paul Rawls
Regional Water Quality Supervisor
cc: Central Piles
Aquatic Toxicology Unit

1-Iar-•G<J-11 : 'F7h1
P-02
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Michael F. Easley
Governor
William G. Ross, Jr., Secretary
Department of Environment and Natural Resources
• Alan W, Klimek, P.E., Director
Division of Water Quality
CERTIFIED MAIL
RETURN RECEIPT REOUESTED
Mr. Tim Parnell
Town of Parkton
PO Box 55
Parkton, North Carolina 28371
SUBJECT:
Deur Mr. Parnell:
March ]2, 2003
11/4 I
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Notice of Violation and Assessment of Civil Penalty for Violations of NC
General Statute 143-215.1(a)(6) and NPDES Permit No. NC0026921
The Town of Parkton WWTP
Robeson County
TX 03-004
This letter transmits a Notice of Violation and Assessment of Civil Penalty against the Town of
Parkton in the amount of $ 2, 024.24 ($ 2, UUU civil penalty + $ 24.24
enforcement costs).
This assessment is based upon the following facts. A review of the facility's toxicity self -
monitoring data from October through December 2002 has been conducted. The review has shown the
Town of Parkton to be in violation of the 90% chronic toxicity effluent discharge limitation found in
NPDES Permit No. NC0026924.
..,The Town of Parkton's toxicity self -monitoring reports for October .
through December 2002 revealed the following violations.
October 2002 fail
December 2002 <25%, (chronic value)
Based upon the above fact(s), I conclude as a matter of law that the Town of-Parkton violated the
terms, conditions or requirements of NPDES Permit No. NC0026921 and N.C.G.S 143-215.1(a)(6) in the
manner and extent shown above. A civil penalty in accordance with the maximum established by
N.C.G.S. 143-215.6A(a)(2), may be assessed against a person who violates the terms, conditions or
requirements of a permit required by N.C.G.S. 143-215.1(a).
Based upon the above findings of fact and conclusions of law, and in accordance with authority
provided by the Secretary of the Department of Environment and Natural Resources and the Director of
the Division of Water Quality, I. Paul Rawls, Division of Water Quality Regional Supervisor for the
Fayetteville Region, hereby make the following civil penalty assessment againstRthe Town of Parkton.
S 1, 000 For 1 of 1 violation(s) of G.S. 143-215.1(a)(6)
and NPDES Permit No. NC0026921, by discharging waste
into the waters of the State in violation of the Towr1's permit
effluent limit for chronic toxicity air October 2002. .
Mailing Address:
Systol Building
Suite 714
Fayetteville, NC 28301
Telephone [phone] ' Location:
Fax [phone] Systol Building
Suite 714
, Fayetteville, NC 28301
An Equal Opportunity Affirmative Action Employer 50% recycled/10%post consumer paper

State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
Systel Building, Suite•714 . • Fayetteville, North Carolina 28301
225 Green' Street • `r+ `.
March 24, 2003
CERTIFIED MAIL. .. ; •
RETURN RECEIPT REQUESTED
Mr. Tim Parnell
Town of Parkton
PO Box 55
Parkton, North Carolina 28371
SUBJECT: NOTICE OF .VIOLATION
Effluent Toxicity Testing
NPDES Permit No. NC0026921
Town of Parkton WWTP
Robeson County
Dear Mr. Parnell:
This is to inform you that a review of your toxicity self -monitoring report form for the month of.
January 2003 indicates a violation of the toxicity limitation specified in your NPDES Permit.
You should take whatever remedial actions are necessary to eliminate the conditions causing the
effluent toxicity violation(s).:Your efforts may include conducting a Toxicity Reduction Evaluation
(TRE) which is a site -specific study designed to identify the causative agents of effluent toxicity, isolate
the sources of toxicity, evaluate the effectiveness of toxicity control options, and then confirm reductions
in effluent toxicity. Please be aware that North Carolina General Statutes provide for assessment of civil
penalties for violations of NPDES permit limitations and requirements.
The reverse side of this Notice contains important information concerning your Whole Effluent
Toxicity Monitoring andReporting Requirements. Please note updated mailing addresses for submitting
your Discharge Monitoring Reports •(DM Rs) and Aquatic Toxicity (AT) Test Forms.: We encourage you
to review this information and if it would be helpful to discuss this situation or!possible solutions to
resolve effluent toxicity noncompliance, please contact me at [phone].. • •
/ Sincerely
aul Rawls
Regional Water Quality Supervisor
cc: Central Files A...
Aquatic Toxicology Unit

DETAILED COST ESTIMATE

Town of Parkton
Supplemental Grant Application - March 2003
Sewer System Improvement Project
Item
Upgrade Chlorine System at WWTP
Replace Sewer Services from Line to
Right -of -Way
Cost Estimate
Quantity
1 LS
Unit Cost
$115,300;.00
20 EA $1,750 00
Construction Subtotal
Engineering Design
Construction Inspection
Contingency
Total Project Cost
Local Match
Grant Request
Percentage Local Match
Extended
$115,300.00
$35,000.00
$150,300.00
$15,000.00
$12,000.00
$15,000.00
$192,300.00
$10,100.00
$182,200.00
5.54%

Town of Parkton Flow 02;� mgd
27-Mar-03 .
Chlorine Contact Chamber /Dechlorination Hobbs, Upchurch & Assoc. Layout
Item Symbol Quantity Unit
Number Of Trains N fi ,`2
Wall Height WH 5.00 ft
Channel Width CW 15 00 nft
Channel Length CL 10•00
Number Of Baffles NB 3.00
Length of Chamber LC 62.00 ft
Width of Chamber WC 15.00 ft
Outer Wall Thickness OT 12.00 in
Center Wall Thickness CT 12.00 in
Floor Thickness FT 12.00 in
Footing Over Hang FO 18.00 in
Baffle Straight Length BL 0.00 ft
Baffle Thickness BW 8.00 in Volume Check (Total)
Sidewater Depth SWD . Oft Vol => 8,976 GALS
DT=> 64.6272 Min
Concrete In Slab
(((LC+2*(OT/12)+2*(FO/12))*((WC*N)+2*(OT/12)+2*(FO/12)+CT/12*(N-1))*(FT/12)))/27
89.3 CY
Concrete In Straight Walls
(((WH*(OT/12)*((2*(LC+2*OT/12)+(2*WC*N))+((WH*(CT/12)*(N-1)*(LC+(2*OT/12))+(N*NB*BW/12*BL*(SWD+.5)))/27
46.7 CY
Total Slab Concrete 90.0 x $350/CY $31,500 .
Total Straight Wall Concrete 47.0 x $550/CY $25,850
Total Concrete 137.0 CY $57,350
Gates 4 x$2500/ea $10,000.00
Fiberglass Building 1 $3,500.00 1
Chlorine equipment $15,000.00
Dechlorination equipment $15,000.00
Concrete Slab $1,500.00
Piping & Instrumentation $12,500.00
Excavation 45 x$10.00/cy $450.00
Total Cost Estimate $115,300.00

CERTIFICATION
OF
MINORITY BUSINESS PARTICIPATION
This is to certify that the TOWN OF PARKTON will comply with minority business
goals as adopted by the Board of Directors in a resolution, dated September 17, 2001, in
accordance with N.C.G.S. 143-128. The minority business goals 'shall be incorporated
into grant and loan assisted projects such as those being applied for through the North
Carolina Clean Water Revolving Grant and Loan Program. These projects include
upgrades and improvements to the District's wastewater system.
Mr Tim Parnell, Mayor.
Authorized Representative's Name
Authorized Representative's Signa ure
3 - P-5 -- D
D ate

RESOLUTION ESTABLISHING GOAC. FOR PAR'1'1CCPATIONIOF MINORITY
BUSINESS IN BUILDING:CONSTRUCTION CONTRACTS
WHEREAS, the consideration and adoption of this resolution is necessary lbr support of
the application by the 'TOWN OF PARKTON for State funds for witcr and wastewater
infrastructure iinprovements and fulfills public goals established h'.y the State in this
instance; and
WHEREAS, notice of the public hearing was duly published and the Public hearing duly
held as required by N.C. General Statute Section 143-] 28.
NOW, THEREFORE, BE IT RESOLVI- D BY THE BOARD OF ALb1 RMt:N Of THE
TOWN OI' PARKTON, TIIAT:
1. '['he Town Council of the. TOWN OF PARKTON shill have a verifiable
goal of ten percent (1004) for participation by minority businesses in
building construction contracts awarded pursuant to N.C. General Statute
Scc. 143-128.
2. The official, employee or agent responsible for advertising such contracts
shall compile a list of minority businesses within the bidding arca, using
information obtained from the State or from other institutions or agencies
providing such information.
3. For each such building contract put out for bids 'under the separate
specification or the single primc.conttact systems, notice of the contract
shall he transmitted to minority businesses on the above list.
4. For each building contract put out lbr bids under the separate specification
or single prune contract systems, documents related to the contract shall
he available lbr inspection at a convenient and 'accessible location of
which minority businesses shall receive notice.
5. For each such building contract put out for bids under the separate
specification or sinl;lc prime contract systems, the idesignated contact
person shall hold a prc-bid conlbrcnce to orient contractors and
subcontractors to the policy expressed in this resolution as well as bid
procedures and regulations. Minority businesses on the list obtained and
maintained as provided herein shall be notified of and invited to these pre -
bid conferences.
i
6. For each such building contract put out for bids under the separate
specification or single prime contract system, published notice of the
contract shall include a summary of -this resolution.

•
7. For any such building contract put out for bids `under the separate
specification or single prime contract system, the contact person
designated herein shall maintain records with respect to:
A. Those contractors or subcontractors notified of the project and the
number of the contractors and subcontractors that are minority
businesses as defined in N.C. General 'Statute Sec. 143-128
appearing on the list of minority businesses',ntaintained pursuant to
paragraph 2 herein,
I
Those contractors or subcontractors that bid or otherwise respond
to notice of the project and the number of these that are on the
maintained list of minority businesses,
C. 'Chose contractors or subcontractors awarded contracts as part of
the project and the number and identity of those that are on the list
of minority businesses, and
l�. The percentage of work on the project than is to be performed by
minority businesses appearing on the list maintained pursuant to
this resolution.
8. That for any such building contract put out :for bids, under the single prime
contract system, the single prime contractor shall:
A. Notify those minority businesses appearing jon' the list of minority
businesses maintained pursuant to paragraph 2 of the portion of the
project which will he subcontracted by the single contractor and
solicit bids from those minority businesses. ,;
13_ Submit with his bids records with respect to:
1. Those subcontractors notified of the project and of those
elements of the project for which subcontracts will be let
and the number of these subcontractors that are minority
businesses as defined in N.C. General Statute Sec. 143-128
appearing on the list of minority businesses maintain
pursuant to paragraph 2 herein,
2. 'Those subcontractors that bid or :otherwise respond to
notice of the project and the number; of these that are on the
maintained list of mi nority businesses, and
3. Those subcontractors awarded contracts as part of the
project and the number and identity of those that are on the
maintained list of minority businesses, and

4. The percentage of work on the project that is to be
performed by minority businesses appearing on the list
maintained pursuant to this resolution.
ese policies shall be a part of the request for, proposals for any such
•t, and noncompliance by .any single prime bidder shall be grounds
laying the bid non -responsive,.
is resolution shall become effective upon its adoption.
_day of July = 2002.

CAPITAL IMPROVEMENT PLAN FOR WATER AND SEWER SYSTEMS
TOWN OF PARKTON, NORTH CAROLINA
MARCH 2003
1 GOAL STATEMENT
The Town of Parkton obtains water from two groundwater supply wells. The combined 12-hour
safe yield of the wells is 0.28 MGD. The Town's water system includes approximately six miles
of pipe and one elevated storage tanks. In addition to the water system, Parkton operates a 0.2
MGD wastewater treatment plant that is located Southeast of town ;on State Road 1724. The
treatment plant discharges to Dunns Marsh, which is a class C-Swamp water in the Lumber
River Basin. The Town's sewer system includes approximately six miles of pipe. The Town of
Parkton currently provides water and sewer service to approximately .188 residential customers,
37 commercial, industrial, and institutional customers, and 50 out-of-town customers. The
population of the Town is approximately 428 persons.
The goal of the Town of Parkton is to provide high -quality utility service to its customers and to
have adequate service capacity to allow residential, commercial, i and industrial growth in the
area.
2 DESCRIPTION OF SERVICE AREA
2.1 Background
The Town of Parkton is located in northern Robeson County approximately 12 miles
southeast of Fayetteville. The Town is situated along NC Highway 71, just east of Interstate
95. Parkton was incorporated in 1901. The Town is located in a region characterized by flat,
low lying terrain with elevations ranging from 195 to 235 feet above. mean sea level. The
primary land uses within the Town limits and outlying area include residential, agricultural,
commercial and industrial.
The first inhabitants of what is now Robeson County were Lumbee Indians who migrated
from the east and settled along the banks of the Lumber River. Early settlers arrived about
1730. The settlers were farmers growing wheat, corn, rice, potatoes, and cane. In the late
1800's after the invention of the cotton gin the major crop in the area was cotton, however
by the 1930's tobacco had become the primary crop.
In 1786, Robeson County was formed from land that was originally part of Bladen County.
In 1911 part of Robeson County became Hoke County. Parkton was incorporated in 1901.
The Town was developed around the railroad that still runs through the center of Town.
Robeson County is mainly agricultural. Currently, the foundation of the county's farming
economy is tobacco, which accounts for about 50 percent of the total farm income. Tobacco
Capital Improvement Plan Page 1
Town of Parkton, North Carolina

is marketed locally at auction houses in Fairmont and Lumberton. The area is ideal for
farming due to the abundance of good soil, the availability of water, the local market, and
the available transportation facilities. In recent years Robeson County has seen growth in
the industrial sector. The industrial growth has helped balance the economy and has
provided employment for farm laborers displaced by mechanization. Among the industries
locating to the area are those that produce bagging, beverages, clothing, electronic
equipment, fertilizer, footwear, hosiery, knit goods, lumber, paper pulp, textile finishing,
textured fibers, and tobacco, as well as those that process food or store tobacco.
Robeson County is on the Coastal Plain in southeastern part' of North Carolina. It covers
607,104 acres and is the second largest county in the State. The Cities of Lumberton and
Fairmont, in the southern part of the county, are major tobacco -market centers of the North
and South Carolina Border Belt area. The 1990 population of the County was 105,170 and
the Town of Parkton 1990 population was 367. Beyond the areas 'surrounding the Town are
primarily forest and farmland.
The climate of Robeson County is typically warm and humid, and is influenced by the
latitude, elevation, distance from the ocean, location on the continent, and other factors.
Observational data from the area are representative of the climate, in most of the county. In
the nearly 70 years that records have been maintained, the temperature has never been as
low as 0° F. The highest temperature on record is 108° F. The temperature historically
reaches 100° in only about half the summers, however temperatures rise to 90° or higher on
more than half the days in each summer. The average annual temperature is about 63° F,
and the average annual rainfall is about 46 inches per year. Winters are mild and only
occasionally are the soils frozen to a depth of 2 or 3 inches. Cloudiness is variable; but on
the average the sun shines more than half the daylight hours in winter and about two-thirds
the daylight hours in the other seasons. The average relative humidity is about 85 percent at
sunrise and drops to near 50 percent at mid -afternoon. Tropical storms with destructive
winds move in from the coast and reach Robeson County less than once in 10 years on the
average. Tornadoes are equally rare. High winds more often result from summer
thunderstorms; such winds are very local and of brief duration. Surface winds are variable
in all seasons, but the prevailing direction is from the southwest' In one or more autumn
months, northeasterlies often prevail. The average surface wind speed is about 8 miles per
hour.
2.2 Demographics
The population of Robeson County increased from 84,842 in 1970 to 123,339 in 2000. The
population of the Town of Parkton has decreased from 550 persons in 1970 to 428 persons
in 2000. The following table summarizes population data for Parkton and Robeson County.
As shown on the table, the population of Robeson County has increased relatively steady
over the last 30 years.
Capital Improvement Plan Page 2
Town of Parkton, North Carolina

Population Summary 1970 to 2000
Parkton and Robeson County
Population
Parkton
Robeson County
Year
1970
550
84,842
1975
557
95,500
1980
564
101,610
1985
562
104,457
1990
367
105,170
1995
361
114,171
2000
428
123,339
The NC OSPL provides growth projections for North Carolina counties, however similar
estimates are not provided for municipalities. Municipal populations are impacted by
multiple factors (such as annexations and new developments) that cannot be accurately
estimated for 20-year population projections. Because these factors cannot be predicted,
neither the OSPL nor the County Planning Depaitiuent develops population projections for
municipalities.
This plan uses three methods to project population growth in Parkton. The first is a linear
regression based on historic populations. The reliability of the linear regression projection is
determined by a confidence interval calculation. If the confidence interval is above 85% the
estimates are considered good, if the interval is below 85% the estimates are not as reliable.
The second method for projecting populations is outlined by the North Carolina Division of
Water Quality in its sewer study guidance information. Generally it is assumed that a
municipality will grow relative to the county growth projections. The county growth
percentages published by the OSPL are applied to the municipal populations to obtain 20-
year population estimates.
The third method calculates a ratio between the town's population and the county's
population. This ratio is applied to county population projections to determine the municipal
population. The NC OSPL provides county population projections. Historic data indicate
that from 1970 to 2000 Parkton contained an average of 0.48% of the total population in
Robeson County. This average is applied to the Robeson County growth rates to estimate the
town's future populations.
The following table summarizes the population projections for the Town of Parkton.
Capital Improvement Plan Page 3
Town of Parkton, North Carolina

Town of Parkton
Population Projections
Date
Linear
Regression
Using Robeson Co.
Growth Rates
As % of Robeson
County Population
2005
499
457
628
2010
500
488
672
2015
502
518
714
2020
503
548
755
OSPL Data is from North Carolina Office of State Planning.
Linear Regression using data from 1970-2000 as basis.
Correlation coefficient is less than 85%.
Robeson County growth rates from 2000-2020 as predicted by the NC OSPL: 2000-2005
6.87%; 2005-2010 6.92%; 2010-2015 6.21%; 2015-2020 5.86%.
The linear regression and the estimates using Robeson County Growth rates provide similar
20-year population projections. Calculating the population as a weighted percent of the
county population yields a much higher population. It is likely that the actual 20-year
population of Parkton will fall between the two estimates.
2.3 Income and Employment Information
The 2000 median household income (MHI) for Robeson County was $28,202.00. The 2000
MHI for Parkton was $39,167.00. Both of these incomes are less than the national median
household income of $41,994.00.
The 2000 poverty rate in Robeson County was estimated to be 22.8 percent, which exceeds
the North Carolina 2000 poverty rate of 12.3 percent. Between 1990 and 2000 the Robeson
County poverty rate decreased by 1.3 percent. The 2000 child poverty rate for Robeson
County was 30 percent.
Census data from 2000 indicate that the poverty rate in Parkton is approximately 5.8
percent. The 2000 poverty rate for children under the age of 18 was 5.56 percent.
The 2000 unemployment rate in Robeson County was 11.5 percent. Manufacturing jobs
account for 24.5 percent of employment. Agriculture jobs account for approximately 0.9
percent of employment.
2.4 Physiography, Relief, and Drainage
Robeson County lies entirely within the Coastal Plain physiographic province. Topography
is typically level to gently rolling. Generally, the surface of the County slopes to the south
and southeast. Nearly all of Robeson County lies between 100 and 200 feet in elevation.
Parkton is located just east of the center of Robeson County on the Lumber River.
Dominant physiographic features in the area are the Lumber River, heavily forested
swamps, and numerous Carolina bays. The swamps follow depressions in the landscape
Capital Improvement Plan Page 4
Town of Parkton, North Carolina

through which runoff occurs and are typically many times wider than the stream channels
that they follow. Carolina bays are elliptical, shallow depression&in the land surface and are
of unknown origin. The bays are typically poorly drained; resisting agricultural or
construction -related encroachment.
2.5 Land Area
Robeson County covers approximately 607,104 acres and Parkton covers approximately
6,400 acres. The Parkton area was once dominated by pine flat woods interspersed with
deciduous swamp forests, bottomlands, and Carolina bays. Few remnants of the natural
cover type still exist in the Parkton area and alterations in plant communities have occurred
in several ways. The land use in the area is discussed in the following sections.
2.5.1 Recreation
The amount of land used for recreation is rapidly increasing in Robeson County. Popular
recreational activities in the area include canoeing along the scenic rivers, hunting and
fishing in the County's game lands and waterways, and playing golf at the numerous golf
courses. Most of the soils in the Parkton area have a potential for one or more kind of
recreational development. Soils on floodplains are well suited to many types of
recreational development because they generally occur as long, winding areas along
streams and adjacent to scenic uplands. However, onsite assessments of the height,
duration, and frequency of flooding should be made before recreational facilities are
developed.
Camp areas are used intensively as sites for tents and small camp trailers and for the
accompanying activities of outdoor living. Little preparation, of 'the site is required, other
than shaping and leveling for tent and parking areas. Camp areas are subject to heavy foot
traffic and limited vehicular traffic. The best soils are gently sloping, are not subject to
flooding, have a surface that is firm after rains and not dusty when dry, and perk quickly.
Picnic areas are attractive natural or landscaped tracts that are subject to heavy foot traffic.
Most of the vehicular traffic in these areas is confined to access roads. The best soils for
picnic areas are firm when wet and not dusty when dry, are not subject to flooding during
the period of use, and do not have slopes and stones that greatly increase the cost of
leveling sites or of building access roads.
Playgrounds are areas used intensively for baseball, football, : badminton, and similar
organized games. Soils suitable for this use should be able to withstand intensive foot
traffic. The best soils are nearly level and have a surface free of coarse fragments and rock
out -crops, are well drained, are not subject to flooding during periods of heavy use, are firm
after rains, and are not dusty when dry. If grading and leveling are required, the depth to
rock is an important consideration.
Paths and trails are used for local and cross-country travel on foot or horseback. The
design and layout should require little or no cutting and filling. The best soils are at least
moderately well drained, are firm when wet, are not dusty when dry, are not subject to
Capital Improvement Plan Page 5
Town of Parkton, North Carolina

flooding more than once during the period of use, have slopes of less than 15 percent, and
have few or no rocks or stones on the surface.
2.5.2 Woodlands
Woodland is of economic, social, recreational and environmental importance to most of
Robeson County. Wooded areas have aesthetic .value and, provide habitat for wildlife.
Commercial forestland is land that produces, or is capable of producing, crops of industrial
wood and is not withdrawn from timber utilization.
Since World War II many farmers and other landowners have !improved their woodlands by
planting trees, by properly thinning and harvesting the stands, and by applying other good
management practices. Most of the open land allocated to forest use has been planted.
Areas that currently contain scrub oak and other undesirable vegetation could be converted
to commercially valuable forest if the undesirable trees were uprooted by heavy machinery
and the sites were planted to slash pine, loblolly pine, and longleaf pine. The four principal
forest types, as classified by the Society of American Foresters,; that make up the present
woodland in Robeson County are longleaf pine, longleaf pine -scrub oak, loblolly pine, and
loblolly pine -hardwoods. Two other forest types that are of minor importance are sweet
gum -yellow -poplar and bald cypress -water tupelo. These forest types are discussed in the
following paragraphs.
Longleaf Pine: This forest type consists of pure stands of longleaf pine or stands
where longleaf pine is predominant. Turkey oak, blue jack oak, blackjack oak, and
sand post oak are common associates on the well -drained or excessively drained
sands or loamy sands. Loblolly pine, sweet gum, yellow poplar, southern red oak,
and white oak are common associates on the more poorly drained soils. This forest
type occurs in the Sandhills and on the Upper Coastal i Plain. After cutting or
repeating burning, it is usually succeeded by mixed stands of longleaf pine, oak, and
hickory, and eventually by hardwoods.
Longleaf Pine -Scrub Oak: This forest type consists of, longleaf pine and scrub
trees, such as turkey, blue jack, blackjack, and sand post oaks. It grows mainly in the
Sandhills at elevations of 240 to 450 feet. This type occupies dry, sandy ridges and
upper slopes and large areas of well -drained or excessively drained coarse sands,
such as those of the Lakeland and Eustis series. This ,forest type usually succeeds
longleaf pine after cutting and repeated burning.
Loblolly Pine: This forest type consists of pure stands of loblolly pine or stands
where loblolly pine is predominant. Southern red oak, white oak, post oak, yellow
poplar, sweet gum, black gum, longleaf pine, American holly, persimmon, dogwood,
and sourwood are common associates on the better -drained soils. Pond pine, sweet
gum, black gum, water oak, willow oak, red maple, and sweet bay are common
associates on the poorly drained soils. This forest type occurs on broad, nearly level
uplands and in poorly drained depressions on the Upper; Coastal Plain. It also grows
in abandoned fields and cutover or burned areas. Loblolly;pine is a very aggressive
species. It takes over old fields and heavily cutover or severely burned areas. After
cutting, this forest type is succeeded by the loblolly pine -hardwoods type.
Capital Improvement Plan Page 6
Town of Parkton, North Carolina

Loblolly Pine -Hardwoods: This forest type consists of stands in which loblolly
pine, though not predominant, is the key species and makes up at least 25 percent of
the stand. The loblolly pine is associated with a wide variety of wet -site hardwoods
and with pond pine and longleaf pine. The hardwoods include sweet gum, black
gum, yellow poplar, elm, sourwood, ash, American holly, water oak, willow oak, red
maple, sweet bay, and red bay. On the drier sites, loblolly pine is commonly
associated with southern red oak, white oak, post oak, hickory, dogwood,
persimmon, and longleaf pine. This forest type grows in the southeastern part of the
county along the smaller streams and branches, and on the broad, nearly level
uplands of the Coastal Plain. It is a transitional type between loblolly pine and
hardwoods.
Sweet gum -Yellow -Poplar: The Sweet gum and Yellow Poplar predominate in this
forest type. Other species commonly associated include loblolly pine, a little
Atlantic white cedar, and such moist -site hardwoods as black gum, white ash, green
ash, red maple, sweet bay, and elm. This forest type grows on moist lower slopes
and alluvial first bottoms, generally in strips between streams or swamps and upper
slopes. Its acreage is relatively small.
Bald cypress -Water Tupelo: In this forest type, the predominant species are bald
cypress, water tupelo, and swamp tupelo. Associated species include swamp
cottonwood, red maple, and Carolina ash. This forest type occurs in swamps and on
low, very poorly drained flats of the Coastal Plain where ; water stands most of the
year. After cutting, this type reverts to tupelo, and only small, scattered stands of
bald cypress are left. Pond cypress, a variety of bald cypress, is predominant in
many shallow ponds, especially in those underlain by fine sand.
2.5.3 Wildlife Habitat
The type and abundance of wildlife throughout Robeson County depend largely on the
amount and distribution of food, cover, and water. The wildlife habitat can be created or
improved by planting appropriate vegetation, by maintaining the existing plant cover, or by
promoting the natural establishment of desirable plants. The elements of wildlife habitat are
described in the following paragraphs.
The habitat for open land wildlife consists of cropland, pasture, meadows, and areas that
are overgrown with grasses, herbs, shrubs, and vines. These areas produce grain and seed
crops, grasses and legumes, and wild herbaceous plants. The wildlife attracted to these
areas includes bobwhite quail; mourning doves, songbirds, cottontail, red fox, and deer.
The habitat for woodland wildlife consists of areas of deciduous plants and/or coniferous
plants and associated grasses, legumes, and wild herbaceous plants. Wildlife attracted to
these areas includes wild turkey, woodpeckers, squirrels, gray fox, raccoon, deer and bear.
The habitat for wetland wildlife consists of open, marshy or swampy shallow water areas.
Some of the wildlife attracted to such areas is ducks, geese, herons, redwing blackbirds,
muskrat, mink, raccoon, and beaver.
Capital Improvement Plan Page 7
Town of Parkton, North Carolina

Under present conditions, several cover crops and varieties of vegetation are apparent
throughout the County. Grain and seed crops are domestic grains and seed -producing
herbaceous plants. Examples of the grain and seed crops are, corn, wheat, oats, barley, rye,
millet, buckwheat, soybeans, cowpeas, and sunflowers.
Grasses and legumes are domestic perennial grasses and herbaceous legumes. Examples of
grasses and legumes are fescue, lovegrass, switchgrass, clover, bahiagrass, trefoil, and
crownvetch.
Wild herbaceous plants are native or naturally established grasses and forbs, including
weeds. Examples of wild herbaceous plants are goldenrod, beggarweed, partridgepea, and
pokeweed.
Hardwood trees and woody under story produce nuts or other fruit, buds, catkins, twigs,
bark, and foliage. Examples of these trees are oak, poplar, sweet gum, dogwood, hickory,
blackberry, and blueberry. Examples of fruit -producing shrubs that are suitable for planting
on soils rated good are Russian olive, autumn -olive, and crabapple.
Coniferous plants furnish browse and seeds. Examples of coniferous plants are pine and
cedar.
Wetland plants are annual and perennial, wild herbaceous plants that grow on moist or wet
sites. Examples of wetland plants are smartweed, wild millet, rushes, sedges, cutgrass,
cattail, and reeds.
The food and habitat requirements of the major kinds of wildlife in the Robeson County area
are discussed in the following paragraphs.
Beaver: Beavers eat plant foods only, mostly bark, roots, tender twigs, and green
plants. Their choice food is the tender bark, or cambium, of alder, ash, birch,
cottonwood, hornbeam, maple, pine, sweet gum, and 'willow. Beaver also eat the
tender shoots of elder, honeysuckle, grass, and weeds. Acorns and corn are also
choice foods. The chief feeding areas are within 150 feet of water.
Bobwhite: Bobwhites eat acorns, beechnuts, blackberries, brown top millet, wild
black cherries, corn, cowpeas, dewberries, annual and shrub lespedezas, milo,
mulberries, panicgrass, pecans, common ragweed, soybeans, pine seeds, and the fruit
of flowering dogwood and sweet gum. They also eat many insects. Their food must
be close to sheltering vegetation.
Deer: Deer eat acorns, clover, cowpeas, greenbrier, honeysuckle, annual and shrub
lespedezas, oats, rescuegrass, rye, ryegrass, soybeans, and wheat. They need an
adequate supply of surface water for drinking, and wood areas, 500 acres or more in
size, for cover.
Capital Improvement Plan Page 8
Town of Parkton, North Carolina

Dove: Doves eat brown top millet, corn, Japanese millet, pokeberry seeds, common
ragweed, grain sorghum, the seeds of pine and sweet gum, and other kinds of seeds.
Doves do not eat insects, green leaves, or fruits. They drink water daily.
Duck: Ducks eat acorns, beechnuts, brown top millet, corn, Japanese millet, and the
seeds of smartweed. These foods must be covered by water to be readily available to
ducks. Occasionally, ducks feed on acorns and grains on dry land.
Otter: Otters are primarily carnivorous. Their principle food is fish, mainly the
coarse, undesirable species. They also each crayfish, water beetles, water birds,
clams, and, occasionally, water -loving mammals. Swamps, rivers, streams, and
lakes are the habitat of otters.
Rabbit: Rabbits eat clover, winter grasses, and other succulent vegetation. They
also eat waste grain, bark, and twigs. They especially need cover, such as blackberry
or plum thickets or honeysuckle patches.
Raccoon: Raccoons eat a wide variety of foods. Among their favorite vegetable
foods are acorns, chufa, greenbrier, grapes, persimmons, pokeberries, corn, holly
berries, and pecans. Favorite animal foods are frogs, crayfish, grasshoppers, insects,
and small mammals. Raccoons inhabit bottomlands and swamps where den trees are
plentiful.
Squirrel: Fox squirrels are restricted mainly to the Sandhills area, but gray squirrels
are plentiful throughout the county. Their choice foods are acorns, beechnuts, black
cherries, corn, hickory nuts, mulberries, pecans, pine mast, and the fruit of black gum
and flowering dogwood.
Turkey: Turkeys thrive only in large blocks of woodland, generally 1,000 acres or
more in size. They need surface water daily for drinking. They often roost over
water in the overhanging branches of large trees. Their choice foods are insects,
acorns, beechnuts, blackberries, brown top millet, chufa, clover, corn, cowpeas, wild
grapes, hackberries, mulberries, oats, paspalum seeds, pecans, pine mast,
rescuegrass, rye, wheat, and the fruit of black gum and flowering dogwood.
Areas along roadways and in developed portions of Parkton have limited value as wildlife
habitat. A variety of trees, grass and shrubs may provide food and cover for birds and small
mammals that are adaptable to human disturbance. In the older residential areas, larger trees
provide habitat for gray squirrel, while. abandoned buildings, sheds and pipes provide
convenient hiding places for opossum and raccoons. These animals will frequently forage in
and around unattended refuse areas.
2.5.4 Agricultural
Prime farmland is one of several kinds of important farmland defined by the U.S.
Department of Agriculture. It is of major importance in meeting the nation's short- and
long-range needs for food and fiber. The acreage of high -quality farmland is limited, and
the U.S. Department of Agriculture recognizes that government at local, state, and federal
Capital Improvement Plan Page 9
Town of Parkton, North Carolina

levels, as well as individuals, must encourage and facilitate the wise use of our nation's
prime farmland.
Prime farmland soils, as defined by the U.S. Depai tment of Agriculture, are soils that are
best suited to producing food, feed, forage, fiber, and oilseed crops. Such soils have
properties that are favorable for the economic production of sustained high yields of crops.
The soils need only to be treated and managed using acceptable fanning methods. The
moisture supply, of course, must be adequate, and the growing season has to be sufficiently
long. Prime farmland soils produce the highest yields with minimal inputs of energy and
economic resources. Farming these soils results in the least damage to the environment.
Prime farmland soils may presently be in use as cropland, pasture, or woodland, or they may
be in other uses. They are used for producing food or fiber or are available for these uses.
Urban or built-up land, public land, and water areas cannot be considered prime farmland.
Urban or built-up land is any contiguous unit of land 10 acres or more in size that is used for
such purposes as housing, industrial, and commercial sites, sites for institutions or public
buildings, small parks, golf courses, cemeteries, railroad yards, airports, sanitary landfills,
sewage treatment plants, and water control structures. Public land is land not available for
farming in national forests, national parks, military reservations, and state parks.
Prime farmland soils usually get an adequate and dependable supply of moisture from
precipitation or irrigation. The temperature and growing season are favorable. The acidity
level of the soils is acceptable. The soils have few or no rocks and are permeable to water
and air. They are not excessively erodible or saturated with water for long periods and are
not subject to frequent flooding during the growing season. The slope ranges mainly from 0
to 6 percent.
Robeson -County is mainly a farming county. Of the total acreage, 345,725 acres, or 58
percent, is in farm tracts. Of the acreage in farms, 107,383 acres; about 30 percent of the
land, is in woods, and 153,227 acres, about 45 percent, is in harvested crops. About 45
percent of the acreage in harvested crops is corn, 23 percent is; soybeans, 15 percent is
cotton, 12 percent is in tobacco, and 5 percent is other crops. Tobacco brings in about three -
fourths of the total income from farm crops.
2.6 Area Soils
The area's flat topography, sandy soils and sluggishly flowing swamps result in high
proportions of rainfall entering the groundwater. The water table recedes slowly and is
almost permanently near or at the land surface in much of the County. The wettest soils are
generally encountered in the wide flood plain along the streams and in the broad upland
areas. Somewhat drier soils occupy the gently sloping areas separating the flood plains and
the uplands.
The United States Department of Agriculture Soil Conservation, Service has identified seven
major soil associations in Robeson County. Of the soil associations found throughout
Robeson County, only the Norfolk -Rains -Goldsboro association is located in the project
area. The following provides a discussion of the soil association found in the Parkton area.
Capital Improvement Plan Page 10
Town of Parkton, North Carolina

Norfolk -Rains -Goldsboro Association: A well drained to poorly drained, nearly level
and gently sloping soils that have loamy subsoil; on uplands. This association is on
broad ridges, broad flats, and irregularly shaped or oval depression on uplands. This
association makes up 35 percent of the county. It is 20 percent Norfolk soils, 18 percent
Rains soils, and 14 percent Goldsboro soils. Minor soils make up 48 percent of this
association, which are Wagram, Coxville, Lynchburg, Dunbar, Duplin, Marlboro,
Lakeland, and Pocalla soils.
Most of the acreage is in crops and pasture and the remaining is forested. Most of the major
soils are well suited to locally grown crops. The rest are well, suited to a few locally grown
crops if they are drained. The main crops are corn, cotton, tobacco, soybeans, and forage
crops. A seasonal high water table and flooding are some of the limitations in the use and
management of the soils.
2.7 Surface Waters
The Town of Parkton is located within the Lumber River basin. The primary surface waters
include the Lumber River and several swamps located south and southeast of the Town.
Water quality in the swamp waters reflects both the sluggish hydrologic conditions and the
high productivity typical of this warm, humid, coastal plain region. Decay of the abundant
organic detrital material in these swamps produces an excess of organic acids, such as
tannic, humic, fulvic, and uronic acids, which significantly lowers the pH of the water.
Discharges to swamp systems typically are faced with stringent limits because of the low
flow conditions in the discharge stream. This low flow 7Q10 ratio to discharge volume results
in a lower allowable amount of pollution loading. The increased treatment needed to meet the
pollutant requirements can result in higher construction and operation costs.
Discharges to the Lumber River that are located within the stream segments classified as
High Quality Waters (HQW) or near the Scenic River designations are restricted by more
stringent state requirements. Existing discharges may not expand their pollutant loading;
therefore expansions of flow must be countered by a similar increase in treatment capability.
Action limits for metals and other such toxic pollutants are set to one-half of the state's regular
stream standards thereby limiting industrial potential or increasing pretreatment costs.
Discharges to all other segments in the Lumber Region are faced with the impacts of low
dissolved oxygen levels in the waters. These low levels are attributed to both natural demands
of these particular drainage basins and the cumulative pollutant loading of the discharges to the
basin. These discharges are to be limited to advanced secondary and/or tertiary treatment in
most cases.
The Lumber River Basinwide Water Quality Management Plan (Basinwide Plan) was
completed in 1994 and updated in 1999. This document goes into great detail to describe the
waters in the Lumber River basin and the State's approach to water quality management in
the basin. The Lumber River Basin lies along the North Carolina/South Carolina border at
the southeast corner of the State stretching about 150 miles from the Atlantic Ocean
coastline in Brunswick County to the Sandhills region in southern Moore and Montgomery
Capital Improvement Plan Page 11
Town of Parkton, North Carolina

counties. Much of the mainstream of the Lumber River has been designated as a State
Natural and Scenic River, one of just four in North Carolina.
The North Carolina Division of Water Quality monitoring program provides an assessment
that integrates biological, chemical and physical data. To the public, the condition of the
fishery is one of the most meaningful indicators of water quality. Fish occupy the upper
levels of the aquatic food web and are both directly and indirectly affected by chemical and
physical changes in the environment. Water quality conditions that significantly affect lower
levels of the food web will affect the abundance, species composition, and condition of the
fish population. The DWQ fish studies include fish community 'structure assessments that
are used to measure the ecological health of the surface water, and fish tissue analyses that
are used in human health evaluations. In assessing fish community structure, fish are
collected from the stream and the number, type, size and general health of the fish are noted.
The assessment results in a biological rating of integrity from Poor to Excellent. The fish
tissue analyses measure the concentrations of the parameters, such as heavy metals,
pesticides, and other organic compounds from contaminated water or from the food the fish
consume. Fish tissue analyses can serve as an important early warning indicator of
contaminated sediments and surface water. The findings of these analyses are used as
indicators for human concerns, fish and wildlife concerns, and the presence of various
chemicals in the ecosystem. The Basinwide Plan rates the surface waters surrounding
Parkton as "Supporting". The general water quality of the Little Marsh Swamp is good.
3 DESCRIPTION OF EXISTING WATER AND SEWER SYSTEMS
The Town currently operates and maintains a water and sewer system. Water is supplied by two
groundwater supply wells. Well #1 is located at the intersection of First Street and Church Street
and is approximately 350 feet deep. Well #3 is located on Pine Street and is approximately 190
feet deep. The Town of Parkton has implemented a Wellhead Protection Program to help ensure
water quality. A 75,000 gallon elevated storage tank located near Well #1 pressurizes Parkton's
water system. The water distribution system primarily consisted of asbestos concrete and cast
iron pipes that were installed in the 1950s. A majority of the Town 'of Parkton's water mains
were replaced in 2000 with PVC and DIP pipe. Currently, the system is made up of
approximately 160 LF of 2" PVC, 24,300 LF of 6" PVC, 2,100 LF .of 6" DIP, 870 LF of 6"
asbestos concrete, 1,743 LF of 8" PVC, 1,918 LF of 8" DIP, and 870 LF of 8" asbestos concrete
water mains. The Parkton water system serves approximately 188 residential customers and 37
commercial/industrial customers.
In addition, Town of Parkton currently sells water to Robeson County through a six-inch
interconnection located just outside of the town's southeastern ' boundary. The six-inch
interconnection is equipped with a four -inch master meter. The County serves approximately
50 residential customers with water purchased through this interconnection.
Parkton also operates a 0.2 MGD treatment plant that is approximately 20 years old and is
located Southeast of town on State Road 1724. The WWTP consists of a manual bar screen, two
oxidation ditches operated in parallel, two clarifiers, post chlorination, step down post aeration,
sludge drying beds, and an aerobic sludge digester. The Parkton wastewater treatment plant
discharges to Dunns Marsh, which is a class C-Swamp water in the Lumber River Basin. The
Capital Improvement Plan Page 12
Town of Parkton, North Carolina

plant operates under NPDES Permit Number NC0026921. The permit became effective on
January 1, 2000 and will expire on July 1, 2004. The permitted discharge limits are summarized
in the following table.
Town of Parkton
NPDES Discharge Requirements.
Effluent
Characteristics
Requirements for
April 1- October 31
Requirements for
November 1- March 31
Monthly Avg.
Weekly Avg.
Monthly Avg.
Weekly Avg.
Flow
0.200 MGD
0.200 MGD
BOD
15.0 mg/1
22.5 mg/1
24.0 mg/1
36.0 mg/1
TSS
30.0 mg/1
45.0 mg/1
30.0 mg/1
45.0 mg/1
NH3 as N
5.0 mg/1
. 9.0 mg/1
Fecal Coliform
200.0 / 100m1
400.0 / 100m1
200.0 / 100m1
400.0 / 100m1
The Town of Parkton wastewater collection system was completely rehabilitated in 2001 with
state of the art internal pipeline and manhole reconstruction metliods. The wastewater system
consisted of approximately 11,000 LF of 4-inch through 12-inch PVC pipe, 17,000 LF of 8-inch
through 12-inch vitrified clay pipe, 4,000 LF of 8-inch concrete pipe, and 110 4'diameter
manholes.
The average flow at the wastewater treatment plant in 2001 was 88,000 gallons per day (0.088
mgd), which represents 44% of the plant's permitted flow. In 2001, the peak monthly flow was
161,000 gallons per day (0.161 mgd) and the peak daily flow was 371,000 gallons (0.371 mgd).
It should be noted that the elevated flows in January through April correspond to the high rain
months in the Parkton area. 2001 flows are summarized in the following table:
Town of Parkton
Wastewater Treatment Plant Flow Data
Flow
Average
Flow (mgd)
Max. Daily
Flow (mgd)
Min. Daily
Flow (mgd)
Jan-01
0.095
0.160
0.050
Feb-01
0.116
0.202
0.049
Mar-01
0.177
0.371
0.108
Apr-01
0.120
0.259
0.053
May-01
0.084
0.119
0.036
Jun-01
0.080
0.142
0.028
Ju1-01
0.062
0.235
0.010
Aug-01
0.070
0.148
0.037
Sep-01
0.034
0.056
0.026
Oct-01
0.108
0.071
0.016
Nov-01
0.020
0.032
0.012
Dec-01
0.090
0.136
0.054
Average
0.088
0.161
0.040
Capital Improvement Plan Page 13
Town of Parkton, North Carolina

4 WATER AND SEWER SEWER NEEDS
As mentioned above, a majority of the Town of Parkton's water system mains were replaced in
2000 and the sewer system mains and manholes were rehabilitated in 2001. The new
production well is planned to be the Town's primary water supply with well #1 and #3 for
backup. The new water mains, sewer mains, and production well should serve the Town for
many years.
The water system concerns that exist now for the Town of Parkton is the expansion for growth
and the elevated storage tank. The attached map shows the proposed expansions for the next
twenty years for water and sewer. The tank was built in the 1950s and is in a substandard
condition. The Town will need to replace the outdated tank with a ne elevated storage tank.
The sewer system concerns that exist for the Town of Parkton is the expansion for growth and
teh wastwater treatment plant. The attached map shows the proposed expansions for the next
twenty years. Also, the attached map shows the existing wastewater trearment plant. The
wastwater treatment plant was built in the 1970s and is in substandard condition. Before the
sewer mains and manholes were rehibilitated, the Town was constantly violating their permited
discharge limit with th e Inflow/Infiltration problems. The Town is studing the possibility of
regionalization of the Town of Parkton, the Town of St. Pauls, the Town of Lumber Bridge, and
Hoke County wastewater systems. Public Works Commision (PWC), of Fayetteville would like
to install a regional sewer pump station at the Robeson County, Hoke County, and Cumberland
County tri-county intersection. The sewer pump station would be able to serve all of east Hoke
County, all of north Robeson County, and all of west Cumberland County. The regional sewer
pump station will eliminate all wastewater treatment plants and their discharges. If the
regionalization is not established in the next five years, then the Town of Parkton's wastewater
treatment plant will need to be upgraded.
5 FUTURE NEEDS
The Town of Parkton has a continuing commitment to capital improvement planning by
annually updating the current year budget and forecasting the immediate needs of the
community. The future needs of the community will focus on continuing to upgrade water and
sewer system deficiencies, with special emphasis on the older, neglected lines and equipment.
Development of water and sewer infrastructure will continue as economic growth and critical
needs dictate. The Town has established a capital reserve fund to help pay for needed
improvements to the water and sewer systems. In addition, the Town reviews rates and fees on
an annual basis to ensure that adequate revenues will be present to meet the needs of the utility
systems.
Capital Improvement Plan Page 14
Town of Parkton, North Carolina

CAPITAL NEEDS FOR THE WATER AND SEWER SYSTEMS IN THE TOWN OF PARKTON
Year 2004 — 2009
♦ Highway 71 Water and Sewer Extension
• Wastewater Treatment Plant Upgrade or
Regionalization
• Flush, Inspect, and Repaint Elevated Storage Tank
• Replace 4 Meters/Year with Translator Encoder
Registers
• Portable Standby Generator and Transfer Switches for
Existing Wells
Year 2010 — 2014
• New 100,000 Gallon Elevated Storage Tank
• Wastewater Treatment Plant Upgrade or
Regionalization
• Replace 4 Meters/Year with Translator Encoder
Registers
Year 2015— 2019
• S.R. 1723 (2nd Street) Water and Sewer Extension
♦ Wastewater Treatment Plant Upgrade or
Regionalization
• Flush, Inspect, and Repaint Elevated Storage Tank
• Replace 4 Meters/Year with Translator Encoder
Registers
Year 2020 — 2024
• S.R. 1725 (Fayetteville Street) Water and Sewer
Extension
• Wastewater Treatment Plant Upgrade or
Regionalization
• Flush, Inspect, and Repaint Elevated Storage Tank
♦ Replace 4 Meters/Year with Translator Encoder
Registers
$100,000.00
$300,000.00
'$35,000.00
$12,000.00
$$50,000.00
$309,000.00
$300,000.00
$12,000.00
$100,000.00
$300,000.00
$35,000.00
$12;000.00
$150,000.00
$300,000.00
$35!000.00
$12;000.00
Capital Improvement Plan Page 15
Town of Parkton, North Carolina

WATER CONSERVATION EDUCATION
AND .INCENTIVE PROGRAMS
. t

Water, Water...
Everywhere?
Water should NOT be everywhere. It is a valuable resource that must
be conserved so that we have plenty of water to drink — for today and
for the future. Here are some easy things that you, as ;a citizen of the
Town of Parkton, can do to help conserve water each and every day -
they may even lower your monthly water bill too!
Bathrooms
Don't let the water run while brushing your teeth or shaving
6 Periodically check toilets and faucets for , Ithks and repair
immediately
b Save water by taking short showers (5 minutes is a good rule of
thumb) instead of tub baths
6 Install low -flow fixtures (toilets, faucets, etc.)
Kitchens and Laundries
6 Keep drinking water in the refrigerator instead of letting the faucet run
until the water is cold
6 Use a dishpan for washing and rinsing dishes
6 Operate the dishwasher only when it is completely full;
6 Use the correct water level or load size setting on the washing machine
Outdoors
Sweep driveways, sidewalks, and steps rather ;using a garden
hose to clean them
When using a garden hose, use a spray nozzle that shuts off the
water when the hose is not in use
Periodically check irrigation/sprinkler , systems I for Ieaks and.
repair immediately
Use mulch around plants to reduce the evaporation of water
Thank you for your cooperation in helping to conserve,' and protect
the Town of Parkton's drinking water supply.

TOWN OF PARKTON
Resolution Implementing a Water Conservation Incentive Program
Whereas, the Town of Parkton recognizes that water is not an inexhaustible resource; and
Whereas, it is desirable to encourage residents of the Town of Parkton to conserve water and reduce
impacts to water supply sources and the existing wastewater treatment system;
Whereas, the Town of Parkton intends to implement an incentive program ,to encourage the use of low -
flow devices among the Town's utility customers;
NOW, THEREFORE BE IT RESOLVED:
This Resolution shall implement a Water Conservation Incentive Program for the Town of Parkton.
To help encourage water conservation, the Town of Parkton will allow a 'one-time reduction of up to
Fifteen Dollars ($15.00) of the Town water bill for any business or home that demonstrates the
installation of low -flow toilet(s), low -flow shower head(s), or low -flow faucet(s). The credit amount will
be based upon the cost incurred to purchase the devices, up to a total of fifteen dollars.
To qualify for the water conservation incentive reduction of the Town water bill, the home or business
owner shall provide proof of installation to the Town Public Works Department. Proof of installation can
be in the form of a signed letter from a licensed plumber or contractor who completed the installation. Or,
property owner shall provide copies of receipts showing purchase date, purchase price, and place
purchased for the low -flow device(s). Information regarding the brand and model of the fixtures installed
shall also be provided. The Town of Parkton shall have the authority to enter the premises and verify that
the low -flow device has been installed. The Town will verify installation of low -flow devices as it deems
necessary.
The reduction of the Town water bill shall be a one-time offer. The maximum incentive amount shall be
up to, but not exceeding Fifteen Dollars ($15.00). The reduction of the Town water bill is a maximum
reduction and will be applied once, regardless of the number of low -flow devices installed. The credit will
be applied to the bill after evidence satisfactory to the Town to show proof of installation has been
provided to the Town.
This ordinance enacted this the
day of , 2002.
Mayor Attest: Town Clerk

DOCUMENTATION OF JOB LOSSES IN ROBESON COUNTY

Town of Parkton
Post Office Box 55
Parkton, North Carolina 28371-0055
• Phone: [phone]
March 28, 2003
Ms. Julie Haigler, Program Director
North Carolina Rural Economic Development Center
4021 Carya Drive
Raleigh, North Carolina 27610
RE: Economic Development Information to Support
The Town of Parkton Supplemental Grant Application for
Sewer System Improvements
Dear Ms. Haigler:
The Town of Parkton is requesting a supplemental grant through the North Carolina Rural Center to
help replace sewer services in the collection system. In the past few months the Town has violated
our NPDES discharge permit and has received Notice of Violations and civil penalties from the
North Carolina Department of Environment and Natural Resources. :The Town is requesting
supplemental funding from the Rural Center to help complete improvements to our sewer system.
In the past 24 months Robeson County has lost more than 21 percent of our manufacturing jobs.
The following table summarizes the job losses in our area.
March 2001
April 2001
April 2001
June 2001
July 2001
October 2001
May 2002
May 2002
April 2003
March 2003
Converse, Inc.
Badger Sportswear Inc.
Elkay Southern Corp.
Gerber Childrenswear, Inc.
Alamac Knits Inc.
Carolina Mills, Inc.
Culp, Inc.
Guilford Mills, Inc.
In 7 Company, Inc.
Fleetwood Enterprises, Inc.
Shoes
Knit sportswear:
Stainless steel sinks'
i
Infant/Toddler apparel
Knit fabrics
Synthetic yarn
Upholstery fabric
Knit fabrics
Dyeing & finishing
Manufactured home's
Total Jobs Lost
Total Mfg. Jobs in Robesori County
Percent Manufacturing Jobs Lost in Past 24 Months
475
125
60
51
720
320
76
80
100
120
2,172
10,118
21%

Recently, Parkton was contacted by Mr. Chuck Bendixen with Weldon Corporation. Mr. Bendixen
and his team are planning to re -start manufacturing operations at the facility and are interested in
connecting to the Parkton sewer system. The company will create 50 jobs over the next two years,
with the expectation of creating a total of 100 jobs over the next four years. Currently, the facility
pumps and hauls wastewater to the Fayetteville system. Connection to :the Parkton system would
create a cost savings for the company and would allow them to continue to develop the facility. A
pump station and force main into the Parkton system will be needed to ,serve the Weldon facility.
We anticipate this project becoming a second phase grant submittal 'to the Rural Center; however
the Town of Parkton would like to complete initial system improvements before the facility
connects to our wastewater collection system.
The proposed project will meet critical health needs and critical economic development needs in the
Town of Parkton. The current system has led to NPDES violations at our wastewater treatment
plant. These violations create health risks and impair water quality in the receiving stream.
The Town of Parkton appreciates the Rural Center's participation in previous projects and we look
forward to working with you in the future. If you have questions concerning this application please
contact Town Hall, or contact Stephanie Closson with Hobbs, Upchurch & Associates.
Sincerely, ci)
O.AAAA,
Tim Parnell
Mayor
cc: Stephanie Closson, P.E., Hobbs, Upchurch & Associates, P.A.

CAPITAL RESERVE FUND INFORMATION

wFrIIesas,
WHEREAS,
)-r vn of Parkton
P.O. Box 28 West Second Street
Parkton, North.'Carolina 28371
910-858-3360
TOWN CLERK
AND FINANCE OFFICER
Tanya Gibson
PUBLIC WORKS/MAINTENANCE
Janet Peele
James Wafters
POLICE DEPARTMENT
Pete Monteiro
Chief of Police
Chris Dodson
Police Officer
Resolution to Est&Elliah a Water and Sewer Capital Reserve Fund ii
Town of Parkton, NorthCarolina
the Town of. Parkton has established an equitable schedule of fens and charges for
operation of the Town's water acid sewer systems. and
the Town of Parkton wishes to establish a Water and Seiner Capital Reserve Fund to be
maintained for the purpose of aceumnlRting money for capital improvements to the
Town's water and sew systems,
NOW THEREFORE BE IT RESOLVED BY THE TOWN COUNCIL OF THE TUwN OF
PARKTON,
That nil surplus revenue generated from user charges for water and sewer'services will
be placed into a Water and Sewer Capital Resctve Fund.
That all interest earned by the Waterand Sewer Capital Reserve Fund'shall bed epo-
sand
into the fund,
That the sole purposebf the Water and Sewer Capital Reserve Fund shall he to pay for
improvements to the water and sewer systems of the Town of Parkton.
That the distribution, of funds from the Water and Sewer Capital Reserve fund shall be
at the discretion of the Town Council of the Town of Parkton_'
Adopted this the 6 day of
1999 at Parkton, North Carolina.
im Pamcll, Mayor

PRELIMINARY ENGINEERING REPORT
Wastewater Treatment System
Improvement Project
Prepared for
Parkton,
North Carolina
Prepared by
jI
HOBBS, UPCHURCH & ASSOCIATES, P.A.
290 S.W. BROAD STREET
SOUTHERN PINES, NORTH CAROLINA 28387
MARCH 1999

Table of Contents
Preliminary Engineering Report
Wastewater Treatment System Improvement Proje,ct
Town of Parkton, North Carolina ,
1 INTRODUCTION AND PURPOSE 1
2 PROJECT PLANNING AREA 1
2.1 Existing Facilities and Current Conditions 1
2.2 Population Information 3
3 PROPOSED PROJECT 3
3.1 Project Description 3
3.2 Project Need ' 5
4 ESTIMATED PROJECT SCHEDULE , 5
5 ENVIRONMENTAL IMPACTS OF THE PROPOSED PROJECT i 6
5.1 Changes in Land Use 6
,
5.2 Public Lands — Scenic and Recreational Areas 6
5.3 Wildlife and Their Habitats 6
,
5.4 Prime or Unique Agricultural Lands 6
1 .
5.5 Groundwater Quality 6
5.6 Air Quality 7
5.7 Nuisance Conditions 7
5.8 Indirect Impacts 7
6 MITIGATIVE MEASURES 7
7 SUMMARY 8
Figures
Figure 1 USGS Map ofParkton Area
Figure 2, Layout of Parkton Wastewater Treatment Plant
Appendices
Appendix A Cost Estimates
Appendix B Town of Parkton NPDES Permit
Appendix C NOV Letters from the NCDENR Fayetteville Regional Office
Preliminary Engineering Report — Wastewater Treatment System Improvement Project
Parkton, North Carolina
Table of Contents
Page i

Preliminary Engineering Report I,
Wastewater Treatment System Improvement Project
Parkton, North Carolina
1 INTRODUCTION AND PURPOSE
The purpose of this Preliminary Engineering Report (PER) is to provide general and
technical information concerning the proposed wastewater treatment system improvements in
Parkton, North Carolina. The Town of Parkton is requesting a $921,933.00 high -unit cost
grant from the North Carolina Clean Water Bond Grant Program. If received, the grant will
fund needed wastewater treatment system improvements, including installation of a new 30-
foot diameter clarifier,, a new 30-foot diameter aerobic digester, new rotors for the oxidation
basins, and other miscellaneous improvements. More detailed discussion of the proposed
projects is provided below. Cost estimates are provided in Appendix A.
PROJECT PLANNING AREA
2.1 Existing Facilities and Current Conditions
The_ Town of Parkton is located in northern Robeson County approximately 12 miles
southeast of Fayetteville. The Town is situated along NC Highway 71, just east of
Intestate 95. Parkton was incorporated in 1901. The Town is located in a region
characterized by flat, low lying terrain with elevations ranging from 195 to 235 feet
above mean sea level. The primary land uses within the Town limits and outlying area
include residential, agricultural, commercial and industrial.
The Town currently operates and maintains a water and a sewer system. Water is
supplied by two groundwater supply wells. Well #1 is located at the intersection of First
Street and Church Street and is approximately 350 feet deep. Well #3 is located on Pine
Street ° and is approximately 190 feet deep. The Town of Parkton has implemented a
Wellhead Protection Program to help ensure water quality. Parkton's water system is
pressurized by a 75,000-gallon elevated storage tank located near Well #1. The water
distribution system primarily consists of cast iron pipes that were installed in the 1950s.
Currently, the system is made up of 11,000 LF of 2" cast iron lines, 10,200 LF of 6" cast
iron lines, 5,400 LF of 8" cast iron lines, and 5,200 LF of 2" through 6" PVC lines. The
Parkton water system serves approximately 188 residentialcustomers and 37
commercial/industrial customers. In addition, the Town currently sells water to Robeson
County.
11
Parkton also operates a 0.2 MGD treatment plant that is located !Southeast of town on
State Road 1724. The WWTP consists of a manual bar screen, 'two oxidation ditches
operated in parallel, two clarifiers, post chlorination, step down post aeration, an aerobic
sludge digester, and sludge drying beds. The Parkton wastewater treatment plant
discharges to Dunns Marsh, which is a class C-Swamp water in1 the Lumber River Basin.
The plant operates under NPDES Permit Number NC0026921. The permit became
effective on January 1, 1995 and will expire on December 311, 1999. A copy of the
Preliminary Engineering Report — Wastewater Treatment System Improvement Project
Parkton, North Carolina Page I

NPDES permit is provided in Appendix B and the permitted discharge limits are
summarized in the following table.
Town of Parkton
NPDES Discharge Requirements
Effluent
Characteristics
Requirements for
April 1- October 31
Requirements for
Noyember 1- March 31
Monthly Avg.
Weekly Avg.
Monthly Avg.
Weekly Avg.
Flow
0.200 MGD
0.200 MGD
BOD
15.0 mg/1
22.5 mg/1
24.0 mg/1
36.0 mg/1
TSS
30.0 mg/1
45.0 mg/1
30.0 mg/1
45.0 mg/1
NH3 as N
5.0 mg/1
9.0 mg/1
Fecal Coliform
200.0 / 100m1
400.0 / 100m1
200.0 / 100m1
400.0 / 100m1
The Parkton wastewater collection system consists of 11,000 LF of 4 through 12-inch
PVC pipe, 17,000 LF of 8 through 12-inch vitrified clay pipe, and 4,000 LF of 8-inch
concrete pipe. A map of the wastewater collection system is provided in Figure 1. The
Town's sewer system currently serves about 176 residential customers and 30
commercial and industrial customers.
Theaverage flow at the wastewater treatment plant in 1998 was 149,000 gallons per day
(0.149 mgd) which represents 74.5% of the plant's permitted flow. In 1998, the peak
monthly flow was 368,000 gallons per day (0.368 mgd) and the peak daily flow was
494,000 gallons (0.494 mgd). It should be noted that the elevated flows seen January
through April correspond to the high rain months in the Parkton area.
Town of Parkton
Wastewater Treatment Plant Flow Data
Flow
Average
Flow (mgd)
Max. Daily
Flow (mgd)
Min. Daily
Flow (mgd)
Jan-98
0.301
0.452
0.105
Feb-98
0.368
0.474
0.231
Mar-98
0.343
0.494
0.203
Apr-98
0.246
0.392
; 0.133
May-98
0.105
0.190
0.061
Jun-98
0.062
0.075
0.054
Ju1-98
0.067
0.116
0.054
Aug-98
0.071
0.200
0.043
Sep-98
0.067
0.080
0.040
Oct-98
0.059
0.075
0.045
Nov-98
0.046
0.056
0.032
Dec-98
0.058
0.117
0.031
Average
0.149
0.227
0.086
Preliminary Engineering Report - Wastewater Treatment System Improvement Project
Parkton, North Carolina
Page 2

I
Over the past few months the wastewater treatment plant has violated its NPDES
discharge limits and has received multiple Notice of Violation letters from the
Fayetteville Regional Office of the North Carolina Department of Environment and
Natural Resources (Appendix C). The Town was assessed a $1,072.19 civil penalty for
exceeding ammonia limits in October 1998. A second civil penalty of $1,250.00 was
assessed after the system again exceeded ammonia limits in November 1998. NOV
letters also indicate that ammonia limits were exceeded in December 1998, and fecal
coliform counts were high in January 1999. The_following table outlines the NOVs and
the civil penalties assessed.
Town of Parkton
NOV Summary for Wastewater Treatment
Plant
Month
Parameter
Reported Value
Permit
Limits
Civil Penalty
October 1998
NH3 as N
7.9 mg/1
5.0 mg/1
$1,072.19
November 1998
NH3 as N
Fecal
14.4 mg/1
>10,000/ 100m1
400/;100m1
; 9.0 mg/1
$1,072.19
$250.00
December 1998
NH3 as N
: 10.8 mg/1
9.0 mg/1.
Not to Date
January 1999
Fecal
>980/ 100m1
400/ 1100m1
Not to Date
The ,Parkton wastewater treatment plant is approximately 20 year old and much of the
equipment is ineffective. The Town has worked to repair the rotors in the oxidation
ditches, however the recent elevated ammonia discharge indicates !that the rotors are not
providing adequate aeration. In addition, the existing 14-foot dianeter clarifiers do not
operate effectively during elevated flow conditions.
2.2 Population Information
The 1990 Census indicated that the population of the City of Parkton was 367. The 1996
population provided by the North Carolina Office of State Planning was 357. Estimates
of the current population of the Town of Parkton are not available, however based on
observed conditions it is likely that the town population has increased since 1996. The
Mayor of Parkton has indicated that previously vacant homes are now occupied and the
Town is investigating various annexation opportunities. The projected population for the
year 2020 is 438. The Parkton treatment plant will have adequate capacity to handle
projected growth through 2020 if the proposed plant improvements are completed and if
inflow/infiltration issues are addressed.
3 PROPOSED PROJECT
3.1 Project Description
The Town of Parkton Wastewater Treatment Plant is approximately 20 years old and has
operated continuously with minimal upgrades and improvements since construction.
Over the past few months the Town has received NOV letters, from NCDENR and has
been assessed civil penalties for exceeding ammonia and fecal coliform discharge limits.
To improve the operational effectiveness .of the treatment plant, thereby eliminating the
discharge limit violations, the following work items are proposed: ,
Preliminary Engineering Report — Wastewater Treatment System Improvement Project,
Parkton, North Carolina
Page 3

• Install new rotors in the oxidation ditches
• Construct a new 30' diameter clarifier
• Construct a new 30' diameter aerobic digester
• Install new aeration piping in the existing digester and remove the existing
floating aerator I
• Construct new a new dechlorination system I,
These improvements will help insure effective treatment and operation, which will
protect the surrounding environment and allow continued growth and development for
the Town of Parkton. The total cost to complete the proposed scope of work is
$921,933.00. This cost includes engineering and design, construction inspection, and
contingencies. A detailed cost estimate is provided in Appendix A'
Over the past few months the Parkton WWTP has exceeded its ammonia and fecal
coliform discharge limits. These exceedances indicate that the rotors in the oxidation
ditches are not providing adequate aeration. The town has made efforts to repair the
rotors, however the contaminant levels in the plant discharge indicate that these efforts
have not been successful. To increase system effectiveness, hand to help eliminate the
elevated ammonia levels, the existing rotors should be replacedJ
The new clarifier will be constructed on the existing wastewater treatment plant site as
shown on the enclosed map. The new clarifier will be a. cylindrical. tank, 30 feet in
diameter, and approximately 14 feet deep. The design overflow rate will be 400 gpd. The
clarifier will be constructed with a slightly sloping, bottom where the settling of
suspended solids will take place. The unit will be equipped with continually rotating,
radial rakes that will removing settled solids from the bottom of the tank through rapid
withdrawal suction piping. Collected sludge willbe withdrawn for;return to the oxidation
ditch or for waste. A full surface -skimming device will also be provided to remove
floating scum, oil, and floating solids. The clarified effluent liquid will flow radially
outward to a weir where it will overflow to a launder to exit the unit and continue
downstream for chlorination. The existing clarifiers will be taken out of service.
However, they will be maintained on -site for back-up purposes in the event the new
clarifier is taken out of service.
Initial calculations indicate that the existing digester is undersi ed for the Parkton plant.
The volume of the existing digester is approximately 5,302 1 gallons. The minimum
volume needed to maintain a mean cell residence time of 40 days at 20°C is 79,250
gallons. To more effectively handle the sludge at the Parkton WWTP, a new 30-foot
diameter aerobic digester should be constructed on -site. The,new digester will have a
volume of approximately 79,300 gallons. The United States EPA; regulates the use and
disposal of sewer sludge under the 40 CFR Part 503 Regulations. Under these
regulations aerobic digestion is listed as a Process to Significantly Reduce pathogens
(PSRP). If aerobic digestion is carried out in accordance with' the Part 503 regulations,
the process should yield a Class B sludge. Producing a Class 'B sludge will provide the
Town of Parkton with. alterriate sludge disposal options, such as land application.
Preliminary Engineering Report — Wastewater Treatment System Improvement Project
Parkton, North Carolina
Page 4

Because a Class B sludge contains some pathogens, disposal methods are restricted with
regard to areas with public access, livestock grazing, and crop harvesting. Sites common
for Class B sludge disposal include forests, agricultural land, and reclamation sites.
In addition to constructing a new aerobic digester, the existing digester should be
upgraded to use fine bubble aeration. The existing floating aerator does not provide an
adequate oxygen supply for proper chemical oxidation. The cost to install the new
aeration piping is included in the cost for the new digester provided above. The positive
displacement blower that will be provided for the new digester will have adequate
capacity to provide aeration for the existing digester, also.
Current state regulations require existing wastewater treatment plants to add
dechlorination equipment when the plant expands or upgrade existing equipment. To
meet this requirement, a sulfur dioxide feed system will be installed at the Parkton
wastewater treatment facility. The system will be housed in a fiberglass structure that
will be constructed adjacent to the chlorine contact chamber.
3.2 Project Need
The need for the project is evident. Since October 1998 the Town has received NOV
letters due to elevated ammonia and/or fecal levels in the plant (discharge. The NOVs for
October and November 1998 were combined with civil penalties in excess of $2,250.00.
The existing wastewater treatment plant is approximately 20 'years old. In its current
condition the plant cannot effectively treat influent to consistently meet the permitted
discharge limits.
4 ESTIMATED PROJECT SCHEDULE
The following outlines the proposed project schedule:
Funding Phase
Design and NCDENR Review
Design Approval and Permitting
Anticipated Project Construction Start
Anticipated Project Construction Completion
June 1999
October -November 1999
December 1999
February 2000
November 2000
Preliminary Engineering Report — Wastewater Treatment System Improvement Project
Parkton, North Carolina Page 5

i
ENVIRONMENTAL IMPACTS OF THE PROPOSED PROJECT
This section provides a detailed evaluation of the potential environmental impacts of the
proposed project.
5.1 Changes in Land Use
The majority of the line work associated with the proposed project will be constructed
along existing rights -of -way along Town streets. Because construction will primarily be
along existing rights -of -way, there should not be any direct change in any land use along
the construction corridor.
I,
5.2 Public Lands — Scenic and Recreational Areas II
The recommended project is not expected to have adverse jeffects on scenic or
recreational areas. No parks or recreational areas should be impacted. Construction of
the project will require an approved Sedimentation and Erosion Control Permit. The
approved erosion control measures will be implemented and maintained during
construction to prevent run-off to the local surface waters.
5.3 Wildlife and Their Habitats
The proposed project area is located in a developed area. The new water lines will be
constructed along existing streets and rights -of -way that have limited value as wildlife
habitat. Because the project area has previously been developed, construction of the new
water lines is not expected to impact wildlife or wildlife habitat.; There may be some
disturbance to small mammals or birds along the construction' route, however these
disturbances will be temporary. Landscaping that is damaged during construction will be
repaired or replaced.
5.4 Prime or Unique Agricultural Lands
Goldsboro Loamy Sand (0-2% slopes) and Norfolk Loamy Sand 1(0-2% slopes) are the
only soils in Robeson County that are classified by the U.S. Department of Agriculture
Soil Conversation Service as prime farmland. Johns Sandy Loam, Lumbee Sandy Loam,
Portsmouth Loam and Rains Sandy Loam are soils in the County', that are classified as
prime farmland only if they are properly drained. Pocalla Loamy Sand (0-3% slopes) and
Wagram Loamy Sand (0-6% slopes) are farmlands of statewide importance that occur in
the Robeson County and Lumberton area. Some of these soils re located within the
project construction corridor, however the area has been previously developed and is not
identified as prime farmland. Project construction will not impact designated prime
farmlands. In addition, there are no unique agricultural lands found in the project area.
5.5 Groundwater Quality
Construction related impacts on the groundwater will be moderate',and short term. Some
lowering of the water table during pipeline trench dewatering and installation operations
may be required, but should not have significant adverse impacts.:Currently, no adverse
effects on groundwater quality can be identified. �'
Preliminary Engineering Report — Wastewater Treatment System Improvement Project
Parkton, North Carolina
Page 6

5.6 Air Quality
Air quality in the immediate project area will be temporarily affected by the construction
activities. There may be some occurrences of dust or fumes from some of the
construction equipment, however these impacts will be temporary. The contractors will
be required to follow the open burning laws regulated by the Division of Air Quality.
No indirect impacts on air quality are. anticipated. The proposed utility lines will be
located underground and will not be emitting any odors to the atmosphere. The project
area is not densely populated and vehicle traffic, while potentially, increasing, should not
be a significant factor. Therefore, this project will have little or no; impact on the existing
air quality.
5.7 Nuisance Conditions
Construction of the recommended project will be accompanied( by/some temporary noise
pollution caused by the construction equipment. However, these nuisance conditions will
be a part of any construction activity.To minimize the impact of additional noise
contractors will be required to work reasonable hours and will proceed as quickly as
possible through each residential block. The construction operations of all the alternatives
is normally limited to 8:00 AM to 5:00 PM, Monday through ;Friday, except during
special construction that requires work to be performed at low flows and for emergency
situations. This workday schedule will keep any negative impacts by construction
operations to a minimal. The number of people who will be negatively impacted by
construction nuisance conditions will be kept to a minimum.
5.8 Indirect Impacts
The construction of the recommended project will likely result in some indirect
environmental impacts. During construction there will be an increase in noise,
atmospheric emissions, nuisance odors and temporary changes in land use to varying
degrees; but because of majority of proposed work is in previously disturbed lands, and
within existing highway rights -of -way, there should not 'be 'any negative secondary
impacts.
6 MITIGATIVE MEASURES
Construction of the recommended project will result in some adverse environmental impacts
that cannot be avoided. There will be some use of fossil fuels and building materials, which
will be permanent in nature. Some temporary noise pollution and reduetion in air quality will
occur during the construction period. A certain amount of soil erosion may occur, though
proper erosion control techniques and some existing natural barriers to erosion should
minimize erosion problems.11
The approved permitted contract documents for the project construction will require the
contractor(s) to meet or exceed the provisions of the North Carolina Sedimentation Control
Act, North Carolina Open Burning. Laws, NCDOT Encroachment Agreements, and will
require contractors to fully comply with any Corps of Engineer's Nationwide Permits. The
Preliminary Engineering Report — Wastewater Treatment System Improvement Project
Parkton, North Carolina
Page 7

Contractor(s) will also be required to control dust on the respective sites, to dispose of
construction materials properly, to operate during normal working hours, and encourage the
use of recycled materials.
The proposed utility alignments will be chosen to minimize negative environmental impacts.
With access to existing roads and the work proposed in already disturbed and cleared areas
the disturbance of wildlife habitat will be minimized.
7 SUMMARY
The Town of Parkton operates a 0.2 MGD treatment plant that is located Southeast of town
on State Road 1724. The WWTP consists of a manual bar screen, two oxidation ditches
operated in parallel, two clarifiers, post chlorination, step down post aeration, an aerobic
sludge digester, and sludge drying beds. The Parkton wastewater treatment plant discharges
to Dunns Marsh, which is a class C-Swamp water in the Lumber River Basin. The plant
operates under NPDES Permit Number NC0026921.
The average flow at the wastewater treatment plant in 1998 was 149,000 gallons per day
(0.149 mgd) which represents 74.5% of the plant's permitted flow. In 1998, the peak
monthly flow was 368,000 gallons per day (0.368 mgd) and the peak daily flow was 494,000
gallons (0.494 mgd). It should be noted that the elevated flows seen January through April
correspond to the high rain months in the Parkton area.
Over the past few months the wastewater treatment plant has violated its NPDES discharge
limits and has received multiple Notice of Violation letters from the; Fayetteville Regional
Office of the North Carolina Department of Environment and Natural Resources. The Town
was assessed a $1,072.19 civil penalty for exceeding ammonia limits in October 1998. A
second civil penalty of $1,250.00 was assessed after the system again exceeded ammonia
limits in November 1998. NOV letters also indicate that ammonia limits were exceeded in
December 1998, and fecal coliform counts were high in January 1999.
To improve the operational effectiveness of the treatment plant, thereby eliminating the
discharge limit violations, the following work items are proposed:
• Install new rotors in the oxidation ditches
• Construct a new 30' diameter clarifier
• Construct a new 30' diameter aerobic digester
• Install new aeration piping in the existing digester and remove the existing
floating aerator
• Construct a new dechlorination system
These improvements will help insure effective treatment and operation, which will protect
the surrounding environment and allow continued growth and development for the Town of
Parkton. The estimated cost to complete the proposed scope of work is $921,933.00.
Detailed cost estimates are provided in Appendix A_
Preliminary Engineering Report — Wastewater Treatment System Improvement Project
Parkton, North Carolina Page 8

The Town of Parkton does not have the funds available to contract for engineering services at
this time. A provisional contract between the Town of Parkton and the consulting firm of
Hobbs, Upchurch & Associates, P.A. has been drafted. The contract stipulates that upon
notice of grant award, Hobbs, Upchurch & Associates, P.A. will work to submit completed
plans and specifications as quickly as possible. A signed copy of the provisional contract
will be forwarded to the Construction Grants & Loans Section as soon as it is available.
As shown in the grant application package, the water and sewer fund for the Town showed a
significant loss for the 1997-1998 fiscal year. To help correct this! deficit, the Town Council
has voted to increase the water and sewer rates. Detailed information regarding the current
and future water and sewer rates is provided in the grant application. The average residential
water and sewer bill under the new rate structure will be approximately $35.50. The new
rates are scheduled to go into effect with the new fiscal year, July 1, 1999.
Preliminary Engineering Report — Wastewater Treatment System Improvement Project
Parkton, North Carolina Page 9

Primary highway,
hard surface_...._....._
Secondary highway,
hard surface ...
• INTERIOR -GEOLOGICAL SURVEY. R STON. VIRGINIA-19133
682000mi.
ROAD CLASSIFICATION
Light -duty road, hard or
improved surface._._...
Unimproved road. _
79'D'' 683
684
uced.by the United States Geological
cooperation with North Carolina Depart,
atural Resources and Community Develoi
by.USGS. NOS/NOAA, and North Carolina (
nhu h., nhntnennmmoMr• mothnric frnm rorlwl

APPENDIX A
COST ESTIMATES
Preliminary Engineering Report — Wastewater Treatment System Improvement Project
Town of Parkton

Item Description
Town of Parkton
Cost Estimate Summary
Wastewater Treatment Plant Improvements
Qh'•
Unit
Unit Price
Total Price
1
Install New Rotors in Existing
Oxidation Ditches
1
LS
$195,000.00
$195,000.00
2
Construct New 30' Clarifier
1
LS
$229,203.87
$229,203.87
3
Construct New 30' Aerobic
Digester
1
LS
$131,915.98
$131,915.98
4
Install New Dechlorination
System
1
LS
$58,500.00
$58,500.00
Subtotal for Contract I - WWTP Improvements
$614, 619.85
5
Electrical Contract
1
LS
$122,925.00
$122,925.00
Estimated Construction Cost
Engineering and Design (9%)
Construction Management and Inspection (6%)
Contingencies (10%)
Total Project Cost
$737,544.85
$66,379.04
$44,252.69
$73,754.49
$921,931.06

Item Description
Town of Parkton
Cost Estimate to Replace Rotors in Existing Oxidation Ditches
Wastewater Treatment Plant Improvements
Qh'•
Unit
Unit Price
Total Price
1
30 Hp Rotors
4
EA ._
$30,01,00.00
$120,000.00
2
Installation
1
LS
$30,000.00
$30,000.00
3
Contractor Overhead & Profit
1
LS
$45,000.00
$45,000.00
Estimated Construction Cost $195,000.00

Town of Parkton
Construction of New Clarifier at the Parkton WWTP
Item Symbol Qty. Unit
Number Of Clarifiers N 1
Clarifier Diameter DIA 30.00 ft
Wall Height WH 14.00 ft
Clarifier Wall Thickness OT 12.00 in
Slab Thickness FT 12.00 in
Slab Overhang SO 18.00 in
Launder Width LW 2.50 ft
Launder Perimeter Height LH 3.00 ft
Launder Thickness LT .10.00 in
Sidewater Depth SWD 12.00 ft
Concrete In Floor Slab
_((((((DIA+((2*OT)/12+(2*SO)/ 12))^2)*P I)*0.25)*(FT/ 12))/27)*N
35.6 CY
Concrete In Curved Wall
_((((((DIA+((2*OT)/ 12))^2-(DIA)^2)*PI)*0.25)*WH)/27)*N
50.5 CY
Concrete In Launder Slab
_((((((DIA+((2*OT)/ 12)+(2*LW))^ 2-(DIA+((2*OT)/ 12))^2)*P 1)*0.25)*(LT/ 12))/27)*N
8.4 CY
Concrete In Launder Walls
_((((((DIA+((2*OT)/ 12)+(2*LW)+((2*LT)/ 12))^ 2-(DIA+((2*OT)/ 12)+
11.0 CY
Concrete Estimate
Total Slab Concrete
Total Curved Wall Concrete
ITEM
44 CY $230.00
62 CY $500.00
uantit
Unit
Cost
$10,119.27
$30,751.73
$40,871.01
Extended
Total Concrete Costs
106
CY
$40,871.01
Excavation Estimate
696
CY
$15.00
$10,437.87
Clarifier Equipment
1
LS
$50,00,0.00
$50,000.00
Sludge Pump
2
LS
$5,00,0.00
$10,000.00
Installation
1
LS
$25,00'0.00
$25,000.00
Yard Piping
1
LS
$25,00:0.00
$25,000.00
Remove Old Clarifiers from Svc.
1
LS
$5,00'0.00
$5,000.00
Erosion Control
1
LS
$5,00'0.00
$5,000.00
Seeding/Landscaping
1
LS
$5,000.00
$5,000.00
Contractor Overhead & Profit
1
LS
$52,895.00
$52,895.00
Total Construction Cost $229,203.87

Item
Town of Parkton
Construction of New Digester at the Parkton WWTP
Symbol
uantity Unit
Number Of Digesters
N
1
4
Digester Diameter
DIA
30.00
ft
Wall Height
WH
18.00
ft
Digester Wall Thickness
OT
14.00
in
Slab Thickness
FT
12.00
in
I;
Slab Overhang
SO
18.00
in
I
;
Launder Width
LW
0.00
ft
Launder Perimeter Ht
LH
0.00
ft
,
Launder Thickness
LT
0.00
in
,
Sidewater Depth
SWD
15.00
ft
;'
I
Concrete In Floor Slab
=((((((DIA+((2*OT)/ 12+(2*SO)/ 12))^2)*P I)*0.25)*(FT/ 12))/27)*N
36.3 CY
Concrete In Curved Wall
=((((((DIA+((2*OT)/ 12))^2-(DIA)^2)*P I)*0.25)*WH)/27)*N
76.2 CY
Concrete Estimate
Total Slab Concrete
36 x $230/CY $8,352..63
Total Curved Wall Concrete
76 x $500/CY $38,0771.27
Total Concrete 112 CY
$46,429.90
Excavation Estimate
Cubic Yards X $ 5.00 CY
608
$5.00
$3,041.08.
Digester Cost Estimate
Total Concrete
$46,429.90
Excavation
$3,04108
Yard Piping
1
$10,000.00
$10,000'.00
20 HP PD Blower
1
$5,000.00
$5,000'.00
Aeration Piping in Old Digester
1
$20,000.00
$20,0001.00
Installation
1
$10,000.00
$10,000'.00
Erosion Control
1
$5,000.00
$5,000.00
Seeding/Landscaping
1
$2,000.00
$2,0001.00
Contractor Overhead & Profit
1
$30,445.00
$30,4451.00
Total Digester Construction $131,915.98,
Volume = 79,307.17
gallons

Item Description
Town of Parkton
Cost Estimate to Add Dechlorination Equipment
Wastewater Treatment Plant Improvements
Qty. Unit
Unit Price
Total Price
1
Equipment
1
EA
$25,0:00.00
$25,000.00
2
Equipment Building
1
EA
$5,000.00
$5,000.00
3
Yard Piping
1
LS
$5,000.00
$5,000.00
4
Installation
1
LS
$10,000.00
$10,000:0e
5
Contractor Overhead & Profit
1
LS
$13,500.00
$13,500.00
Estimated Construction Cost $58,500.00

Job Name: Town of Parkton
HUA No. PK9902
Date: 30-Mar-99
Description: Aeration Basin Sizing and Parameter Calculation Worksheet
Formulas:
Sludge Age (days) = Suspended Solids In Aeration
Suspended Solids To Aeration
MLSS (mg/I) = Desired Suspended Solids In Aeration
Weight 0f Water In Aeration
MCRT (days) = Suspended Solids In Aeration
SS In WAS + SS In Effluent
Food To Microorganism Ratio = BOD To Aeration
Current
0.85
MLVSS in Aeration
Increase
-0.85
Use . equal current 1/2
0.425
Design Flow
1.275
Current Permitted*80%
0.68
Input Parameters:
Calculated Parameters:
Wastewater Flow & Influent Conditions:
Calculated Parameters:
Peak Wet Weather Flow (mgd) = 0.400
ADF BOD5 Destroyed (Ib/day) =>
400
Design Year Flow, ADF (mgd) = 0.200
ADF Ammonia -Nitrogen Destroyed (Ib/day)=>
47
Start -Up Anticipated Flow (mgd) = 0.100
Yr.1 BOD5 Destroyed (Ib/day) =>
200
Design Sludge Return Rate (mgd) = 0.200
Yr.1 Ammonia -Nitrogen Destroyed (Ib/day) =>
23
Influent BOD5 (mg/1) = 250
Influent TSS (mg/I) = 250
Influent TKN (mg/I) = 30
Oxygen Rates ,
ADF Actual Oxygen Transfer Rate, AOTR (Ib/day) =>
815
Effluent BOD5 Required (mg/1) = 10
ADF Standard Oxygen Transfer Rate, SOTR (Ib/day) =>
1,404
Effluent TSS Required (mg/I) = 20
Yr.1 Actual Oxygen Transfer Rate, AOTR (Ib/day) =>
408
Effluent NH3-N (mg/I) = 2
Yr.1 Standard Oxygen Transfer Rate, SOTR (Ib/day) =>
702
Max Temperature (deg C) = 27
Site Elevation = 100
HP Required
Temperature Correction Theta = 1.024
HP At Average Daily Flow =>
23
Saturation D.O. at Temp, Elev Cst (mg/I) = 7.99
HP At Year 1 Flow =>
12
Design Assumptions
Reactor Basin Volume (Based on IbBOD/1000 cuft)
Design MLSS (mg/I) = 4,000
Volume Required (gals) =>
199,626
Yr.1 MLSS (mg/I) = 3,000
Detention Time (hrs) =>
23.96
RAS and WAS Concentration (mg/I) = 8,000
Transfer Alpha Value = 0.80
System Mass Requirements
Transfer Beta Value = 0.95
System Mass • BOD z MCRT x Yield (Ib) =>
3,903
Mean Cell Residence Time (days) = 15
Volume Required (gal) =>
117,000
Operating Dissolved Oxygen, Co (mg/I) = 2.00
Detention Time (hrs) =>
14.04
Ib BOD5/1000 cu ft Aeration Vol = 15
Sludge Yield (Ib TSS/lb BOD5 Destroyed) = 0.65
Selected Volume - Input Value (gals)
x200x000
Volatile SS Fraction (MLVSS/MLSS)= 0.65
Rate Coefficients
Selected Basin Evaluation ,
ADF Detention Time (hrs) =>
24.00
Ib Oxygen/lb BOD5 Applied = 1.50
Yr. 1 Detention Time ;(hrs) =>
48.00
Ib Oxygen/lb NH3-N Applied = 4.60
Mixing HP Required =>
40
ADF Process HP Required=>
12
HP Coefficients
ADF Food To Mass (lb BOD/Ib MLSS) =>
0.09
Ib 02/BHP-Hr = 2.50
Yr. 1 Food To Mass (Ib BOD/Ib MLSS) =>
0.06
BHP/1000 Cu Ft = 1.5
ADF Sludge Wasting Rate (gpd) =>
6,167
.
Yr. 1 Sludge Wasting Rate (gpd) =>
4,750

Job Name: Town of Parkton
HUA No. PK9902
Date: 30-Mar-99
Description: Clarifier evaluation
Formulas:
Surface Loading Rate (GPD/SF) = Flow Rate (GPD)
Surface Area (SF)
Hydraulic Detention Time (Hrs) = Tank Volume (GALS) x 24 Hr/Day
Flow (GPD)
Solids Loading Rate (Lbs/Day/SF) = Solids Applied (Lb/Day)
Surface Area (SF)
Weir Overflow Rate (GPD/FT of Weir) = Flow Rate (GPD)
Weir Length (FT)
Input Parameters:
Calculated Parameters:
Wastewater Flow:
Calculated Diameter:
Peak Wet Weather Flow (mgd) = 0.400
Surface Loading Basis (FT) =>
25.23
Design Year Flow, ADF (mgd) = 0.200
Solids Loading Basis (FT) =>
16.83
Start -Up Anticipated Flow (mgd) = 0.100
Weir Overflow Basis (FT) =>
6.37
Design Sludge Return Rate (mgd) = 0.200
Detention Time Basis (FT) =>
21.74
Mixed Liquor Suspended Solids Concentration:
Minimum Diameter Required (FT) =>
25.23
ADF MLSS (mg/I) = 4,000
Selected Diameter (FT) =>
30:00;
Yr.1 MLSS (mg/I) = 3,000
Calculated Conditions:
Clarifier Parameters:
Surface Loading Rate:
Number Of Units = 0 •__ . X;`
Peak Wet Weather (GPD/SF) =>
566
Sidewater Depth (fit) = 12
Design Year, ADF (GPD/SF) =>
283
Design Surface Loading Rate (GPD/SF) = 400
Design Solids Loading Rate (Lb/Day/SF) = 30
• Design Weir Overflow Rate (GPD/LF) = 10,000
Design Detention Time (Hrs) = 4
Solids Loading Rate:
Peak Flow, ADF MLSS (Lb/Day/SF) =>
19
ADF+RAS, ADF MLSS (Lb/Day/SF) =>
19
ADF+RAS, Yr.1 MLSS (Lb/Day/SF) =>
11
Weir Overflow Rate:
Peak Wet Weather (GPD/LF) =>
4,244
Design Year, ADF (GPD/LF) =>
2,122
Detention Time:
Peak Wet Weather (Hrs) =>
3.81
Design Year, ADF (Hrs) =>
7.61

Job Name: Town of Parkton
HUA No. PK9902
Date: 30-Mar-99
Description: Disinfection, Cascade Post Aeration, and Sludge Digestor Calculations
Formulas:
Cascade Aerator Deficit Ratio, r = Cs - Co
Cs - C
Total Cascade Vertical Drop Rqd = (r - 1)
(0.11)(a)(b)(1+0.046)(T)
Pounds Of Solids Wasted Per Day = (Q Was)(8.34)(MLSS Was)
Volume Of Thickened Sludge (gpd) =
Pounds Of Solids Wasted! Per Day
(Thickened
Conc - Decant donc)(8.34)
Input Parameters:
Calculated Parameters:
Wastewater Flow:
Chlorine Contact Calculated Parameters
Peak Wet Weather Flow (mgd) = 0.400
Peak Volume Required (gal) =>
8,333
Design Year Flow, ADF (mgd) = 0.200
ADF Volume Required (gal) _>
4,167
Start -Up Anticipated Flow (mgd) = 0.100
Yr.1 Volume Required (gal) =>
2,083
Number 0f Chamber Trains =>
2.00
Chlorine Contact Basin Parameters
Required Channel Length (ft) =>
9.28
Design Channel Length (ft) =>
20.00
Required Detention Time (min) = 30
Design Channel Width (ft) =>
5.00
Number Of Chamber Trains = 2
Design Channel Depth (ft) ;_>
6.00
Design Sidewater Depth in Chamber (ft) = 6
Detention Time At Peak (min) =>
32.31
Design Width of Chamber (ft) = 5
Detention Time At Yr. 1 (min) =>
129.25
Cascade Aerator Input Parameters
Cascade Aerator Calculated Parameters
Dissolved Oxygen Saturation Cs (mg/I) = 9.1392
Height 0f Vertical Drop Required (ft) =>
7
D.O. Before Cascade Co (mg/1) = 0
Required Effluent D.O. C (mg/I) = 5
Sludge Digestion & StorageiCalculated Parameters
Coeff a (1.0 For BOD<=15mg/I) = 1.00
Coeff b (Assume 0.8 For a Step Weir) = 0.80
ADF Pounds Of Soilids Per Day =>
411
WasteWater Temperature (deg C) = 20
Yr.1 Pounds Of Soilids Per Day =>
317
ADF Thickened Sludge Volume (gpd) =>
1,981
Sludge Digestion & Storage Input Parameters
Yr.1 Thickened Sludge Volume (gpd) =>
1,526
ADF Annual Sludge Disposal Cost ($/Yr) =>
$36,158
ADF Sludge Wasting Rate (gpd) = 6,167
Yr. 1 Annual Sludge Disposal Cost ($/Yr) =>
$27,851
Yr. 1 Sludge Wasting Rate (gpd) = 4,750
Target Percent Solids After Thickening = 2.50%
Aerobic Digestion 503 Sludge Digestion & Storage Requirements
Target Decant Solids Concentration (mg/I) = 100
Sludge Disposal Cost ($/Gal) = $0.05
ADF Volume Required At 20 Dec C (40 Days)=>
79,250
Yr. 1 Volume Required At 20 Dec C (40 Days)=>
61,044
ADF Volume Required At 1'5 Dec C (60 Days)=>
118,876
Yr. 1 Volume Required At 15 Dec C (60 Days)=>
91,566
79,250 no: of basin -. 1]
79,250
SWD 15 ft
Diam 30 ft

Town of Parkton
Blower Design for New Digester at the Parkton WWTP
Blower Design
30
scfm/1000cf
Volume
10602.56
Scfm Reguired
318
scfm
Maximum Pressure drop
8
psi
Piping Headloss
2
ft
Submergence
15.00
ft
Static Pressure
6.5
ft
Blower Discharge P=
8.5
ft
use
10
HP
equals
SCFM*(.23)((((14.7+P)/14.7))^.283)•1)
10
BHP •
equals
HP/.70
14
Motor HP
BHP/eff
80%
18
Check Oxygen Requirements
Recommended
2
parts DO pe
ppm
VS
3500
Fine bubble OTE
2%
DO
7000
ppm
Submergence
13
Volume
0.046
mgd
OTE
0.26
DO required
2685
Ibs/day
SCFM
0.0173
Ibs 02
OTE *SCFM
0.0045
Ibis 02/min
SCFM delivered
318
i
Ibs-of 02-delivered SOR-- --- _----
1-43071
.Ibs/rnin- _----_-_------
-- -- _
- ------ - --
----- -
AOR/SOR ratio
0.33
fine bubble
mixing requirements provide
DO_fine
AOR
0.47213
Ibs/min
680 Ibs/day
cf
r part VS

APPENDIX B
TOWN OF PARKTON NPDES PERMIT
Preliminary Engineering Report — Wastewater Treatment System Improvement Project
Town ofParkton

DEC-18-1998 17:37 FROM DEM WATER QLOALITY SECTION TO
89108589808
P.01/08
�°•. STATE OF NORTH CAROLINA
• ' IDEPARTMENT OF ENVIRONMENT, HEALTH, AND NATURAL. RESOURCES •
DIVISION OF ENVIRONMENTAL MANAGEMENT
PERMIT.
TO DISCHARGE WASTEWATER UNDER THE
NATIONAL POLLUTANT DICHARGE E1 IMINATION SYSTEM
•
In compliance with the provision of North Carolina General Statute 143-215.1,
other lawful standards and regulations promulgated and adopted by the North Carolina Environmental
Management Commission, and theWater Pollution Control Act, as amended,
Town of Parkton
is hereby authorized to discharge wastewater from a facility located at
Parkton Wastewater Treatment Plant
NCSR 1724
southeast of Parkton
Robeson County
to receiving waters designated as Dunns Marsh in the Lumber River Basin
in accordance with effluent limitations, monitoring requirements. and other conditions set forth in
Patsy I, II, and III hereof.
pemnit shall become effective January 1.1995
This pertiit and the authorization to discharge shall expire at midnight on December 31,1999
Signed this day December 6.1994
past-ir Fax Note 7671
Ouc t
Phone M
Fnx
OriginalSigned orich
David
A. Preston Howard, Jr., P.E., Director
Division of Environmental Management
By Authority of the Environmental Management Commission
Data
Co,
1'
Phmek?I. -Safi
Fax I '

DEC-18-1998 17:38 FROM DEM WATER QUALITY SECTION 10
Permit No, NC0026921
SUPPLEMENT TO PERMIT COVER SHEET
Town of Parkton
is hereby authorized to:
1. Continue to op to an existing 0.2 MOT) wastewater treatment facility consisting of manual bar
• screen, two (2) oxidation ditches operated in parallel, two (2) clarifiers, post chlorination, step
down post aeration, sludge drying beds and an aerobic sludge digester located at Parkton
Wastewater Treatment Plant, NCSR 1724, southeast of Parkton; Robeson County (See Part III
of this Permit), and
2. Marsh�which is classified�Class C S amp waters in the Lumber River attached map into Dui
•

DEC-18-1998
17:38 FROM DEM WATER QLALITY SECTION
_. .
411.
rc•- .— —;p -�
••-' ; �_
r•
--�_. rSo. .w ;i
411
2 Ng
•
TO 8-91 r35896?8 P. 03/ i:]E
•
\tz
~ /mot ✓
' ? -::✓ .
JASCEARazim
PARKTON WASTEWATER TREATMENT PLANT
N00026921 i' }
DUNN'S MARSH
• rwflwiO4..CfW•6rCN Sumo'g. ••••v• ••,4./.—. 91>
ROAD CLASSIFICATION
Lighi•duty road, hard or
hard surfoct.. _. improved surface:_.
Primary highway,
79't}0• '83
:Secondary highway, r•
lard surface_. UnimproYed road_
O Interstate Route 0 U. S. Route•` State•
Produced by the United States Geological Survey
in cooperation with North!Carolina Department of
Natural Resources and Community Development
Control•ty•USGS. NOS/NOM. and North Carolina Geodetic Survey
T•Fh3 6y phot
ogrammctrlc methods from atrial gha;oytepl'.a
taken 1979$Q. Meld thec ed I9E1. Map retied 1986
P.e.l..+t..� ..a •n rw. , . ....... •••
eM
to

d1 ha le
A. ( ). EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS SUMMER (April 1- October 31) PcrmirMYo.. NC002692
During tii i iiod &ginning on die effective date of the permit and lasting until expiration, the Permittee is authorized to discharge from
outfalt(s) serial number 001. Such discharges shall be limited and monitored by the pennittec as specified below:
Effluent rseterlstl.. Discharge Limitations
Flow
BOO, 5 Day. 20 ®C "
Total Suspended Residue .•
NH3 as N
Dissolved Oxygen •'•
Fecal Colltorm (geometric mean)
Total Residual Chlorine
Temperature
Total Mogen (NO2 + NO3 + MN)
Total Phosphorus
Conductivity
Monthly Avg,
0.200 M330
15.0 mgll
30.0 mgll
5.0 mgll
Weekly Avg. patty Vox
22.5 mg/1
• 45.0 mg/1
200.0 /100 mi - 400.0 /100 ml
Monitorin
Measurement
Frequency
Continuous
. Weekly
Weekly
Weekly
Weekly
Weekly
2/Week
Daily
Quarte riy
Quarterly
Weekly
g Requirements
* Sample locations: E.- Effluent, I - Influent, U - Upstream above discharge point at Dunn's Marsli at NCSR 1725, D
sc rge point at Litt Marsh Swamp at Highway 301.
lnstrearn samples shall be grab samples and shall be conducted once per week.
** The monthly average effluent BOD5 and Total Suspended Residue concentrations shall not exceed 15% of the respective influent values
(85% removal).
Ea n_talit **Amite
Tyne
Aecording
Composite
Composite
Composite
Grab
Grab
Grab
Grab
Composite
Composite
Grab
kacation
1orE
E.I
E
E
E, U. D
E,U,D
E
E. U,
E
E
E,U,D
'r** The daily average dissolved oxygen effluent concentration shall not be Tess than 5.0 mgll
**** Chronic Toxicity (Ceriodaphnia) PIF at 90%, October, January, April and July, See Part III, Condition E.
The pH shall not be less than 6.0 standard units nor greater than 9.0.standard units and shall be monitored weekly at the effluent by grab
sample. '
There shall be no discharge of floating solids or visible foam in other than trace.aniounts.
CONTINUED........
- Downstream below
m
c-)
m
4:m
i
u)
0
DEM LJATER , QIAL I TY SECTION
0
8
co
8
(0

A. ( ). EFFLUENT 1MfTAT1ONS AND MONITORING REQUIREMENTS SUMMER (April 1- October 31) Permit No. NC0026921
During the period beginning on the effective date of the permit and lasting until expiration, the Permittee is authorized to discharge from
outfnll(s) serial number 001. (Continued) •
Effluent tiheract©rlstics
Chronic Toxicity ""
Discharge 1.1mIllatle_el ElgnitigILL R* giijrements
Units fsoecityl Meaeuremeg_ • sjnple -Sample
F.
Monthly . Avg. Weekly Avg. nailyL_Kezt EreouencY :wig • Location o
Quarterly Composite E
m
co
n
w
- n
0
.
NOI133S kiildf1O cl3ldM W3Q
0
0
to
0
co

A. (). EFFZUENTLIMiTA7TQNS AND MONITORING REQUIREMENTS•
W INTER (iVovembec �1 - March 31) Permit No. NC002
During the period beginning Uu, ine effective date of the permit andi fasting until expiJ5tinn, the Permittee is authorized to discharge front t
outfall(s) serial number 001. Such discharges shall he limited and monitored by the permittee as specified below: g
Effluent tutu terlstks
Flow
BOD,5Day, 20°C'•
Total Suspended Residue '•
NH3esN
Dissolved Oxygen '••
Feral Conform {geometric mean)
Total Residual Ctilorine
Temperature •
Total Nitrogen (NO2 + NO3 + TKN)
Total Phosphorus
Conduotfvily
DISC__ JI e I imitg tones
lilontbly Avq, Yieek1y _Avg. Deity Mai
0.200 I i
24.0 mg/I 36.0 mg/1
30.0 mgll 45.0 mg/1
9.0 mg/I
200.0 /100 ml 400.0 /100 ml
Manitorina Reaulrerentg.
flistaauremenl Sample
FreavenrarRA
Continuous Recording
Weekly Composite
Weekly Composite
Weekly Composite
Weeldy Grab
Weeldy Grab
2/Week Grab
Daily Grab
°uartorry Composite
Quarterly Composite
Weekly Grab
* Sample locations: E Effluent, 1- Influent U - Upstream above discharge point at Dunn's Marsh at NCSR 1725, D - Downstream below
discharge point at Little March Swamp at Highway 3M.
flinnitat
Loratilan
IorE
E,I
E.1
E
E.U.D
E.U,D
E
E,U,O
E
E
E,U,D
Instrearn samples shall be grab samples and shall be conducted once per week.
** The monthly -average effluent BOD5 and Total Su
(85% removal).*speeded Residue concentrations shall not exceed 15�v of the r±es pecti -ve.influcn[ values
** The daily average dissolved oxygen -effluent concetttratioa shall not be less than 5.0 mg/l.
**** Chronic Toxicity (Ceriodaphnia) Mat 90%, October, January, April and July, ,See Part III, Condition E.
he pH shall not be less than 6.0 standard units nor greater than 9.0 standard units and shall be monitored weekly at the effluent by grab
sample. •
There shall be no discharge of floating solids or visible foam in other than trace amounts.
CONTINUED •
• 0
3
DEM WATER QUALITY SECTION
0
w
ce

A. t ). EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS WINTER (November
.1- March 31) Permit No. NC0026921
During the period beginning on the effective date of the pemit and lasting until expiration, the Permittee is authorized to discharge from
outfall(s) serial number COI. (Continued) f
Affluent Charactorlall cis
Chronic Toxicity —
pisslearge ylmitatlonq
units [simony)
monthly Ara. WuktY Avg, al Y Mix
Monitoring
Meteurement
Frequency
Quarterly
r
Requlrcm ii1
• - Santplq .t1nRta
TAR" Lt�atlan
Composite E •

DEC-18-1998 17:41 FROM DEM WATER QUALITY SECTION TO
8910: Jdr:c;
Permit No. NC0026921
F. CHRONIC TOXICITY PASS/FAIL PERMIT LIMIT (QRTRLY)
The effluent discharge shall at no tune exhibit chronic toxicity using test pr
ocedttres outlined in;
hnia chronic effluent bioassay procedure; (North' Caroliub Chronic -
l.) The North Carolina Ceriod*p .. . .
Bioassay Procedure- Revised September 1989) or subsequent versions. I
ction or
The effluent concentration 'at which there be no two in the I�TorthCarol�na inhibitionable oPro document).
The significant mortality is 90% (defined as treatment
t holder shall perform quarterly monitoring using this procedure to establish compliance
with permit holder
condidon. The first test will be performed after thirty; days from the effective date
of this permit during the' months of October, January; April, and July. Effluent sampling for this
testing shall be performed at the NPDES permitted final effluent discharge below all treatment
processes. 1 I
All toxicity testing results as part of this permit condition will be entered on the Effluent
Discharge Monitoring Form (M R-1) for the month in which it was performed, using the parameter
code TGP3B. Additionally, DEM Form AT-1 (original) is to be sent to the following address:
Attention:
Enviromnental Sciences Branch
North Carolina Division of
Environmental Maims
4401 Reedy Creek Road f
Raleigh, N.C. 27607
Testdata shall be complete and accurate and include all supporting chemical/physical measurements
performed
ormed in association with the toxicity tests, as well as all doseliesochlorinc data. is e Total yea for
residual
chlorine of the effluent toxicity sample must be measured and rep
orted ifdisinfection of the waste stream- i
Should any single quarterly monitoring indicate a failure to � p cifieudlimits, n passing,monthly
monitoring will begin immediately wail such time that a singlespecified above.
monthly test requirement will revert to quarterly in the months spec
Should any test data from this monitoring requirement or tests performed by the North Carolinato 'the receiving stream, this
Division of Environmental Management indicate potential impacts , or limits.
pe t y be re -opened and modified to include alternate nioaitonn7 requirements
NOTE: Failure to achieve test conditions as specified in the cited; document, such as minimum
• control organism survival and ap.propriate cmironrnental controls, shall constitute aaure invalidn i test
and will require immediate retesnn$(within 30 days of initial monitoring evert
). 'Fsuitable test results will constitute noncompliance with monitoring (requirements.
i
TO -AL P,08

APPENDIX C
NOV LETTERS FROM THE NCDENR
f
FAYETTEVILLE REGIONAL OFFICE
Preliminary Engineering Report — Wastewater Treatment System Improvement Project
Town of Parkton

Pipe Parameter
q,
. NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT. AND NATURAL RESOURCES
FAYETTEVILLE REGIONAL OFFICE
DIVISION OF WATER QUALITY
March 2, 1999
The Honorable Timothy S. Parnell
Mayor of the Town of Parkton
P.O:Box 55
Parkton, N.C. 28371
SUBJECT: Notice of Violation
NPDES Permit No. NC0026921
Town of Parkton WWTP
Robeson County
4
Dear Mayor Parnell:
A review of subject self -monitoring reports for the month of JANUARY 1999
have been reviewed by the staff of the Fayetteville Regional Office. This review
indicated the following violation of the following parameters:
Reported Limits
Value/Unit Value/Type/Unit
001 31616 FECAL COL. >980.0/100ML 400.0 FINAL #/100ML
001 31616 FECAL COL. >600.0/100ML 400.0 FINAL #/100ML
Remedial action, if not already implemented, should be taken to correct the
problem. The Division of Water Quality may pursue enforcement action for this and
any additional violation of State Law.
If you should have any questions or require further clarification, please do not
hesitate to contact Kitty A.K. Kramer, Environmental Technician at [phone]. •
Sincerely,
Paul E. Rawls
Water Quality Regional Supervisor
PER/AKK/akk
225 GREEN STREET, SUITE 714, FAYETTEVILLE, NORTH CAROLINA 28301-5043
PHONE [phone] FAX [phone]
AN EQUAL OPPORTUNITY /AFFIRMATIVE ACTION EMPLOYER - 50'4 RECYCLED/10% POST -CONSUMER PAPER

JAMES B. HUNTJR.
GOVERNOR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
FAYETTEVILLE REGIONAL OFFICE
DIVISION OFWATER QUALITY
February 15, 1999
The Honorable Timothy S. Parnell
Mayor of the Town of Parkton
P.O. Box 55
Parkton, N.C. 28371
SUBJECT: Notice of Violation
NPDES Permit No. NC0026921
Town of Parkton WWTP
Robeson County
Dear Mayor Parnell:
A review of subject self -monitoring reports for the month of DECEMBER
1998 have been reviewed by the staff of the Fayetteville Regional Office. This
review indicated the following violation of the following parameters:
I
Reported Limits
Pipe Parameter Value/Unit Value/Type/Unit
001 00610 NH3 as N 10.8 MG/L 9.0 FINAL MG/L
Remedial action, if not already implemented, should be taken to correct the
problem. The Division of Water Quality may pursue enforcement action for this
and any additional violation of State Law.
If you should have any questions or require further clarification, please do
not hesitate to contact Kitty A.K. Kramer, Environmental Technician at (910)
486-1541.
Paul E. Rawls
Water Quality Regional Supervisor
PER/AKK/akk
225 GREEN STREET, SUITE 714, FAYETTEVILLE, NORTH CAROLINA 28301-5043
PHONE [phone]E41 FAX [phone]
AN EQUAL OPPORTUNITY/AFFIRMATIVE ACTION EMPLOYER - 50% RECYCLED/I0% POST -CONSUMER PAPER

. NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
FAYETCEVILLE REGIONAL OFFICE
•
DIVISION OF WATER QUALITY,
March 5, 1999
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
The Honorable Tim Parnell
The Mayor of The Town of Parkton
102 West Second Street
Parkton, N.C. 28371
I;
SUBJECT: Notice of Violation and Assessment of Civil11 Penalty
for Violations of N.C. General Statute 143-215.1(a)(6)
and NPDES Permit NC0026921
Town of Parkton Wastewater Treatment System
Case No. LV 99-088
Robeson County
Dear Mayor Parnell:
This letter transmits a Notice of Violation and assessment of civil penalty in
the amount of $1,322.19 ($1,250.00 civil penalty + $72.19 enforcement costs)
against the Town of Parkton.
This assessment is based upon the following facts: a review has been
conducted of the discharge monitoring report (D!v ) submitted by the Town of
Parkton for the month of NOVEMBER 1998. This review has shown the subject
facility to be in violation of the discharge limitation requirements found in NPDES
Permit NC0026921. The violations which occurred in NOVEMBER 1998 are
summarized in Attachment A to this letter.
Based upon the above facts, I conclude as a matter of law that the .Town of
Parkton violated the terms, conditions or requirements of NPDES Permit
NC0026921 and N.C.G.S. 143-215.1(a)(6) in the manner, and extent shown in
Attachment A. Pursuant to N.C.G.S. 143-215.6A(a)(2), a civil penalty of not
more than ten thousand dollars ($10,000.00) may be assessed against a person
who violates the terms, conditions or requirements of a permit required by
N.C.G.S. 143-215.1(a),
225 GREEN STREET, SUITE 714„FAYETTEVILL,E, NORTH CAROLINA 28301-5043
PHONE [phone] FAX [phone]
AN EQUAL OPPORTUNITY /AFFIRMATIVE ACTION EMPLOYER - 50% RECYCLED/10% POST -CONSUMER PAPER

Based upon the above findings of fact and conclusions of -law, and in accordance with
authority provided by the Secretary of the Department.of Environment and Natural Resources and
the Director of the Division of Water Quality, I, Paul E. Rawls, Division of Water Quality
Regional Supervisor for the Fayetteville Region, hereby make the following civil penalty
assessment against the Town of Parkton:
$ 1.000.00 For 1 of the 1 violations Hof G.S. 143-215.1(a)(6)
and NPDES Permit No. NC0026921, by discharging
waste into the waters of the State, in violation of permit
monthly average effluent limits for NH as U.
$ 250.00 For 1 of the 1 violations Hof G.S. 143-215.1(a)(6)
and NPDES Permit No. NC0026921, by discharging
waste into the waters of the State in violation of permit
weekly average effluent limits for FJCAI. COL.
$ 1.250.00 TOTAL CIVIL PENALTY, which is 6.25 percent of
the maximum penalty authorized by G.S. 143- 215.6A.
72.19
Enforcement costs.
$ 1.322.19 TOTAL AMOUNT DUE 1.
I
Pursuant to G.S. 143-215.6A(c), in determining the amount of the penalty I have taken
into account the Findings of Fact and Conclusions of Law and the factors set forth at G.S. 143B-
282.1(b), which are:
t
(1)
(2)
(3)
(4)
(5)
(6)
(7)
(8)
The degree and extent of harm to the natural resources of the State,; to the public health,
or to private property resulting from the violation; i,
The duration and gravity of the violation;
The effect on ground or surface water quantity or quality or on air quality;
The cost of rectifying the damage;
The amount of money saved by noncompliance;
Whether the violation was committed willfully or intentionally; i'
The prior record of the violator in complying or failing to comply with programs over
which the Environmental Management Commission has regulatory authority; and
The cost to the State of the enforcement procedures.
Within thirty days of receipt of this notice, you rnust do one of the following:
1 v
Submit payment
of the penalty:
Payment should be made directly to the order of the Department of Environment and
Natural Resources (do not include waiver form). Payment of the penalty will not
foreclose further enforcement action for any continuing or new violation(s).

Please submit payment to the attention of:
Point Source Compliance/Enforcement Unit
Division of Water Quality
P.O. Box 29535
Raleigh, North Carolina 27626-0535
Q
2. Submit a written request for remission or mitigation including a detailed
justification for such request:
A request for remission or mitigation is limited to consideration of the reasonableness of
the amount of the penalty and is not the proper procedure for contesting the accuracy of
any of the statements contained in the assessment letter. Because a 'remission request
forecloses the option of an administrative hearing, such a request must be accompanied by
• a waiver of your right to an administrative hearing and a stipulation that there are no
• factual or legal issues in dispute. You must execute and return to this office the attached
waiver and stipulation form and a detailed statement which you believe establishes
whether: i
(a) one or more of the civil penalty assessment factors in G.S. 143B-282.1(b) were
wrongfully applied to the detriment of the petitioner; ; ,
(b) the violator promptly abated continuing environmental damage resulting from the
violation; (c) the violation was inadvertent or a result of an accident;
(d) the violator had been assessed civil penalties for any previous violations;
(e) payment of the civil penalty will prevent payment for the remaining necessary
remedial actions.
Please submit this information to the attention of
Point Source Compliance/Enforcement Unit
Division of Water Quality
P.O. Box 29535
Raleigh, North Carolina 27626-0535
• 2

3. Submit a written request for an administrative hearing:
If you wish to contest any statement in this assessment letter, you must request an
administrative hearing. This request must be in the form of a written petition to the Office
of Administrative Hearings and must conform to Chapter 150B of the North Carolina
General Statutes. You must:
File your original petition with the
Office of Administrative Hearings
P.O. Drawer 27447
Raleigh, North Carolina 27611-7447
And
Mail or hand -deliver a copy of the petition to
Mr. Dan McLawhorn, General Counsel
Department of Environment and Natural Resources
P.O. Box 27687
Raleigh, North Carolina 27611-7687
Failure to exercise one of the options above within thirty days, as evidenced by a date
stamp (not a postmark) indicating when we received your response, will result in this matter being
referred to the Attorney General's Office with a request to initiate a civil action to collect the
penalty.
Please be advised that any continuing violation(s) may be the subject of a new enforcement
action, including an additional penalty. If you have any questions about this civil penalty
assessment, please contact the Water Quality Section staff of the i ayetteville Regional Office at
[phone].
3-5—S5
(Date)
Paul E. Rawls
Water Quality Regional Supervisor
Fayeteville Region
Division of Water Quality
ATTACHMENTS
cc: Regional Supervisor w/ attachments
Compliance/Enforcement File w/ attachments
Central Files w/ attachments

ATTACHMENT A
TOWN OF AN-E x�
NPDES PERMIT NUMBER Nz0026921
CASE NUMBER LV 99-088
NOVEMBER 1998
Monthly Average Limit Violations
Parameter Computed Value Limit
NH as H
Parameter
FECAL COL.
* Values assesed
Al
14.4 * 9.0
Weekly Average Limit Violations
Computed Value
Limit
>10,000* 400
Units
MG/L
Units
#/100ML
�r - Om •

NPDES PERMIT NO e
FACILITY NAME dwe d r- p r
OPERATOR IN RESPONSIBLE CH
CER I IFIED LABORATORIES
CHECK BOX IF ORC HAS C
Mail ORIGINAL and ONE C
ATTN: CENTRAL FILES
DIV. OF ENVIRONMENTAL MAN
DEHNR
P.O. BOX 29535
RALEIGH, NC 27626-0535
t PY
�EC 2
EMENT
FAY
REG.
Er r LUENT
a DISCHARGE NO. O 6 /S MONTH 7COUNTY
.b.r iTEARJ_
(OR ),L eaVJGr� �. �I c GRAD 1 V PHONE ,7— 2
� rI Lc1 67—
(2) /' )J'
"' •- ON(S) COLLECTING SAMPLE J e, n ✓L0 r Al-, 6 r-e
1998
/ ( NAURE OF OPERATOR IN RESPONSIBLE CHARGE)
E' � THIS SIGNATURE, I CERTIFY THAT THIS REPORT IS
FF Ir.iCURATE AND COMPLETE TO THE BEST OF MY KNOWLEDGE.
-
DATE
_e__
A
.•
Operator Arrival
Time: 2400 Clock
Operator Time '
On SIte
1 ORC On Site? • I
50050
00010
00400
50060
00310.
00610
00530
31616
.00300
00600
00665
oQo ?Sr - yam/
FLOW
I
TEMPERATURE,
CELSIUS
Q
�
c.)'
k
A '^ U
q N
AMMONIA
NITROGEN
TOTAL
SUSPENDED.
RESIDUE
FECAL
COLIFORM
(Geometric Mean)
DISSOLVED
OXYGEN
TOTAL
NITROGEN
TOTAL
PHOSPHOROUS
ENTER PARAMETER CODE
ABOVE NAME AND UNITS
BELOW
EFF IS
INF
C'
V
.,
C• is
x
v 1,2
�4 E.,ar
E
Q
HRS
HRS
Y/N
MGD
'C
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MG/L
MG/L
#/IOOML
MG/L
MG/L
MG/L
q Ik3
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Monthly Limit
, .7 0 0
e2 ci.
I. 36
,2l% e)

. •
Facility Status: (Please check one of the following)
All monitoring data and sampling frequencies meet permit requirements
All monitoring data and sampling frequencies do NOT meet perrnit requirements
1' 1.
•
Compliant
1:E1
Noncompliant
If the facility is noncompliant, please comment on corrective actions being taken in respect to equipment, operation,'maintenance, etc.,
and a time table for im rovements to be made.
4. lv _ 'Pec ► -
' - te/a
"I certify, under penalty of law, that this document and all attachments were prepared under my direction or supervision in accordance
with a system designed to assure that qualified personnel properly gather and evaluate the information submitted. Based on my
inquiry of the person or persons who manage the system, or those persons directly responsible for gathering -the information, the
information submitted is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are significant
penalties for submitting false information, including the possibility of fin imprisonment for knowing violations."
Permittee (Pleas
0.rI
type)
Permittee Address Phone Number
•'f vlit� \Gl.4.t.{ _
M Signature of Permittee** Date
lQ� WeS'*I C04,d (f)3L9 ` /0?-31-77
Permit Exp. Date
00010Temperature
00076 Turbidity
00080' Color (Pt -Co)
00082 Color (ADMI)
00095 Conductivity
00300. Dissolved•Oxygen
00310 BODS
00004000 1�
0053A Tpta1 Suspeenddedd
i-Resrd . t�r'
9�5 Settleaabd fitter
Parameter ode.; z&tance
00720 Cyanide
00745 Total.Sulfide
00927 Total Magnesium
00929 Total Sodium 01045 Iron
00940 Total Chloride 01051 Lead
PARAMETER CODES
00556 Oil & Grease 00951
00600 Total Nitrogen 01002
00610 Ammonia Nitrogen
00625 Total Kjeldhal 01027
Nitrogen
00630
Nitrates/Nitrites 01032
Total Fluoride
Total Arsenic
Cadmium
Hexavalent Chromium
01034 Chromium •
00665 Total Phosphorous •
01037 Total Cobalt
01042 Copper
•
•
01067 .Nickel
01.077 Silver
01092 Zinc . • '
01105 Aluminum
01147 Total Selenium 71880
' 31616 Fecal Coliform 71900
32730 Total Phenolics 81551
34235 Benzene
34481 Toluene
38260 MBAS
39516 PCBs . .
50050 FI'ow •
50060 Total
Residual
Chlorine
Formaldehyde
Mercury
Xylene
may obtained by calling the Water Quality Compliance Group at [phone], extension 581 or 534.
•
The monthly average for fecal coliform is to be reported as a GEOMETRIC mean. Use only units designated in the reporting
* ORC must visit facility and document visitation of facility as required per 15A NCAC 8A .0202 (b) (5) (B). .
** If signed by other than the permittee, delegation of signatory authority must be on file with thestate per 15A NCAC 2B .0506 (b)
(2) (D). ;i
facility's permit for reporting data.

STATE OF NORTH CAROLINA
COUNTY OF Robeson
IN THE MATTER OF ASSESSMENT
OF CIVIL, PENALTIES AGAINST
PERMIT NO. NC0026921
FACILITY Town of Parkton
DEPARTMENT OF ENVIRONMENT
AND NATURAL RESOURCES
WAIVER OF RIGHT TO AN
ADMINISTRATIVE HEARING AND
STIPULATION OF FACTS
FILE NO. LV 99- 088
II
Having been assessed civil penalties totaling , for
violation(s) as set forth in the assessment document of the Director ofthe'Division of Water
Quality dated , the undersigned, desiring to seek remission of
the civil penalties, does hereby waive the right to an administrative hearing in the above -stated
matter and does stipulate that the facts are as alleged in the assessment document.
This the day of
I.
19
By
ADDRESS
TELEPHONE .

State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Environmental Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
March
Dan C. Webb
Town of Parkton
P.O. Box 55
Parkton, NC 28371
Dear Mr. Webb:
27, 1995
MAR 28 1995
r �
ENV. MANAGEMENT
FAYETTEUILLE REG. OFFICEI
Subjedt: NPDES Permit No. NC. Q6921
• Parkton WWTP
Robeson County
A review of the subject permit by the Division revealed an error in the effluent limit
pages. Enclosed please find the corrected pages. The toxicity! testing requirement should refer
to Part III, Special Condition F. Part III of the permit is enclosed. In addition, influent
monitoring of TSS was inadvertently omitted from the summer effluent limits page. The
enclosed pages should be inserted into your existing permit and th'e old pages discarded. This
permit is issued pursuant to the requirements of North Carolina General Statute 143-215.1
and the Memorandum of Agreement between North Carolina and the U. S. Environmental
Protection Agency dated December 6, 1983.
If any parts, measurement frequencies or sampling 'requirements contained in this
modification of the permit are unacceptable to you, you have the right to an adjudicatory hearing
upon written request within thirty (30) days following receipt .of this letter. This request
must be in the form of a written petition, conforming to Chapter ' 150B of the North Carolina
General Statutes, and filed with the Office of Administrative] Hearings, Post Office Drawer
27447, Raleigh, North Carolina 27611-7447. Unless such demand f is . made, this decision shall
be final and binding.
Please take notice that this permit is not transfer ble. Pa
rt art II, E.4. addresses the
requirements to be followed in case of change in ownership or control of this discharge.
This permit does not affect the legal requirement to obtain !other permits which may be
required by the Division of Environmental Management or permits required by the Division of
Land Resources, Coastal Area Management Act or any other !Federal or Local governmental
permit that may be required.
If you have any questions concerning this permit, please contact Susan Wilson at telephone
number 919/733-5083.
cc: Mr. Roosevelt Childress, EPA
Fayetteville Regional Office
Compliance
Central Files
P.O. Box 29535, Raleigh, North Carolina 27626-0535
- An Equal Opportunity Affirmative Action Employer
ncerely,
A. Preston Howard, Jr., P.E.
�I 1
Telephone [phone] FAX [phone]
50% recycled/ 10% post -consumer paper

A. (). EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS SUMMER (April 1- October 31) Permit No. NC06. '
During the period beginning on the effective date of the permit and lasting until expiration, the Permittee is authorized to discharge frog.
outfall(s) serial number 001. Such discharges shall be limited and monitored by the permittee as specified below:
•
Effluent Characteristics
Discharge Limitations
Monthly Avg,
Flow 0.200 MGD
BOD, 5 Day, 20 °C' •• 15.0 mg/I
Total Suspended Residue '• 30.0 mg/I
NH3.as-N- ------ - 5.0 mg%I
- .___ Dissoolved_- Oxygen -"'=-
Fecal Coliform (geometric mean) 200.0 /100 ml
Total Residual Chlorine
Temperature
Total Nitrogen (NO2 + NO3 + TKN)
Total Phosphorus
Conductivity
Weekly Avg, Daily MaX
22.5 mg/I
45.0 mg/I•
' 400.0 /100 mi
Monitoring
Measurement
Frequency
Continuous
Weekly
Weekly- _ T
Weekly
Weekly
Weekly
2/Week
Daily
Quarterly
Quarterly
Weekly
Requirements
Sample .•Sample•
Type Location
Recording I or E
Composite E,I
- -Composite
-_Composite_—-_-E.-
Grab E,U,D
Grab E,U,D
Grab E
Grab E, U, D
Composite E
Composite E
Grab E,U,D
* Sample locations: E - Effluent, I - Influent, U - Upstream above discharge point at Dunn's Marsh at NCSR 1725, D - Downstream below
discharge point at Little Marsh Swamp at Highway 301.
Instream samples shall be grab samples and shall. be conducted once per week.
** The monthly average effluent BOD5 and Total Suspended Residue concentrations shall not exceed 15% of the respective influent values
(85% removal).
*** The daily average dissolved oxygen effluent concentration shall not be less than 5.0 mg/l.
**** Chronic Toxicity (Ceriodaphnia) P/F at 90%, October, January, April and July, See Part III, Condition F.
The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units and shall be monitored weekly at the effluent by grab
sample.
There shall be no discharge of floating solids or visible foam in other than trace amounts.
CONTINUED

A. (). EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS WINTER (November 1- March 31) Permit No. NC002y
During the period beginning on the effective date of the permit and lasting until expiration, the Permittee is authorized to discharge from.
outfall(s) serial number 001. Such discharges shall be limited and monitored by the permittee as specified below:
kffiuent Characteristics Discharge Limitations • Monitoring
Measurement
Monthly Avg,
Flow 0.200 MGD
BOD, 5 Day, 20 °C ** 24.0 mg/I
Total Suspended Residue •• 30.0 mg/I
---NH3 as-N ---9�0-mg/I
=Dissolved_=Oxygen- - - - - - - -
Fecal Coliform (geometric mean)
Total Residual Chlorine
Temperature
Total Nitrogen (NO2 + NO3 + TKN)
Total Phosphorus
Conductivity '
Weekly Avg, Daily MaX
36.0 mg/I
45.0 mg/I
200.0 /100 mi 400.0 /100 mi
Frequency
Continuous
Weekly
Weekly
Weekly
Weekly
Weekly
2/Week
Daily
Qu.arterly
Quarterly
Weekly
Requirements
Sample 'Sample\
Type, Location \\
Recording 1 or.E
Composite
Composite
Composite
Grab
Grab
Grab
. Grab
Composite
Composite
Grab
E,I
E,I
E Y
D
E,U,D
E
E, U, D
E
E
E,U,D
* Sample locations: E - Effluent, I - Influent, U - Upstream above discharge point at Dunn's Marsh at NCSR 1725, D - Downstream below
discharge point at Little Marsh Swamp at Highway 301.
Instream samples shall be grab samples and shall be conducted once per week.
** The monthly average effluent BOD5 and Total Suspended Residue concentrations shall not exceed 15% of the respective influent values
(85% removal).
*** The daily average dissolved oxygen effluent concentration shall not be less than 5.0 mg/l.
**** Chronic Toxicity (Ceriodaphnia) P/F at 90%, October, January, April and 'July, See Part III, Condition F.
The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units and shall be monitored Weekly at the effluent by grab
sample.
There shall be no discharge of floating solids or visible foam in other than trace amounts.
CONTINUED

' -State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Environmental Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
Mr. Dan C. Webb
P.O.Box55
Parkton, NC 28371
CC
ECF1NiF
;.•
December 6, 1994
t•
DEC
Subject: Permit No. NC0026921
Town ofi Parkton WWTP
Robeson, County
Dear Mr. Webb:
In accordance with your application for discharge permit received on April 4, 1994, we
are forwarding herewith the subject state - NPDES permit. This permit is issued pursuant to
the requirements of North Carolina General Statute 143-215 .1 and the Memorandum of
Agreement between North Carolina and the US Environmental Protection agency dated
December 6,1983.
' If any parts, measurement frequencies or sampling requirements contained in this permit
are unacceptable to you, you have the right to an adjudicatory hearing upon written request
within thirty (30) days following receipt of this letter. This request must be in the form of a
written petition, conforming to Chapter 150B of the North Carolina General Statutes, and filed
with the Office of Administrative Hearings, Post Office Drawer'27447, Raleigh, North
Carolina 27611. -7447. Unless such demand is made, this decision shall be final and binding.
Please take notice this permit is not transferable. Part II, E.4. addresses the requirements
to be followed in case of change in ownership or control of this discharge.
This permit does not affect the. legal requirements to obtain other permits which may be
required by the Division of Environmental Management or permits required by the Division of
Land Resources, Coastal Area Management Act or any other Federal or Local governmental
permit that may be required.
• If you have any questions concerning this permit, please'' contact Susan Wilson at
telephone number 919/733-5083.
Sincerely,
Original Signed By
D vid A. Godricdh
A: Freston owar ; Jr., P. E.
cc: Mr. Jim Patrick, EPA
Fayetteville Regional Office
P.O. Box 29535, Raleigh, North Carolina 27626-0535
An Equal Opportunity Affirmative Action Employer
Telephone [phone] FAX [phone]
50% recycled/ 10% post -consumer paper

Permit No. NC0026921
SUPPLEMENT TO PERMIT COVER SHEET
Town of Parkton
is hereby authorized to:
1. Continue to operate an existing 0.2 MGD wastewatertreatment; facility consisting of manual bar
screen, two (2) oxidation ditches operated in parallel, two (2) clarifiers, post chlorination, step
down post aeration, sludge drying beds and an aerobic sludge digester located at Parkton
Wastewater Treatment Plant, NCSR 1724, southeast of Parkton, Robeson County (See Part III
of. this Permit), and
2. Discharge from said treatment works at the location specified on the attached map into Dunns
Marsh which is classified Class C-Swamp waters in the Lumber River Basin.

A. (). EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS WINTER (November'l - March 31) Permit No. NC0026921
During the period beginning on the eltective date of the permit and lasting until expiration, the Pennittee is authorized to discharge from
outfall(s) serial number 001. Such discharges shall be limited and monitored by the permittee as specified below:
a
Effluent Characteristics
Flow
BOD, 5 Day, 20 °C "
_ Total Suspended_ Residue
NH3_as. N
Dissolved Oxygen '••
Fecal Coliform (geometric mean)
Total Residual Chlorine
Temperature
Total Nitrogen (NO2 + NO3 + TKN)
Total Phosphorus
Conductivity
Discharge Limitations
Monthly Avc%,
0.200 MGD
24.0 mg/I
-30.0-mg/I-- - -
Weekly Avg. Daily MaX
•36.0 mg/I
--45:0 mgtl
200.0 /100 ml 400.0 /100 ml
Monitoring
Measurement
Frequency
Continuous
Weekly
---Weekly
_--_---Weekly=---
Weekly
Weekly
2/Week
Daily
Quarterly
Quarterly
Weekly
Requirements
Sample
Type
Recording
Composite
'.Sample \
Lacation
I or E
E,I
-Composite--- EMI — _ -
--Composite--
Grab
Grab
Grab
Grab
Composite
E- --- ---
E,U,D
E,U,D
E
E, U, D
E
Composite E.
Grab E,U,D
* Sample locations: E - Effluent, I - Influent, U - Upstream above discharge point at Dunn's Marsh at NCSR 1725, D - Downstream below
discharge point at Little Marsh Swamp of Highway 301.
Instream samples shall be grab samples and shall be conducted once per week.
** The monthly average effluent BODS and Total Suspended Residue concentrations shall not exceed 15% of the respective influent values
(85% removal).
*** The daily average dissolved oxygen effluent concentration shall not be less than 5.0 mg/l.
**** Chronic Toxicity (Ceriodaphnia) P/F at 90%, October, January, April and July, See Part III, Condition E.
The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units and shall be monitored weekly at the effluent by grab
sample. ;
There shall be no discharge of floating solids or visible foam in other than trace amounts.
CONTINUED

A. (). EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS.SUMMER (April 1-October 31) Permit No. NC00.
During the period beginning on the effective -date of the permit and lasting until expiration, the Permittee is authorized to discharge frog,
outtalks) serial number 001. (Continued)
Fffluent Characteristics
Chronic Toxicity ••••
Discharge Limitations
Units (specifyl°
Monthly Avg, Weekly Avg, Daily Max
Monitoring
Measurement
Frequency
Quarterly
Requirements
Samale
•
Type
Composite
•Samole,.
Location
E

NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
FAYETTEVILLE REGIONAL OFFICE
January 8, 1999
CERTIFIED MAIL
RETURN RECEIPT REOUESTED
The Honorable Timothy S. Parnell
The Mayor of The Town of Parkton
P.O. Box 55
Parkton, N.C. 28371
SUBJECT: Notice of Violation and Assessment of Civil Penalty
for Violations of N.C. General Statute 143-215.1(a)(6)
and NPDES Permit NC0026921
Town of Parkton Wastewater Treatment System
Case No. LV 98-304
Robeson County
Dear Mayor Parnellll:
This letter. transmits a Notice of Violation and assessment of civil penalty in
the amount of $1,072.19 ($1,000.00 civil penalty + $72.19 enforcement costs)
against the Town of Parkton.
This assessment is based upon the following facts: a review has been
conducted of the discharge monitoring report (DMR) submitted by the Town of
Parkton for the month of OCTOBER 1998. This: review has shown the subject
facility to be in violation of the discharge limitation requirements found in NPDES
Permit NC0026921. The violations which occurred in OCTOBER 1998 are
summarized in Attachment A to this letter.
Based upon the above facts, I conclude as a matter of law that the Town of
Parkton violated the terns, conditions or requirements of NPDES Permit
NC0026921 and N.C.G.S. 143-215.1(a)(6) in the manner and extent shown in
Attachment A. Pursuant to N.C.G.S. 143-215.6A(a)(2), a civil penalty of not
more than ten thousand dollars ($10,000.00) may be assessed against a person
who violates the terms, conditions or requirements of a permit required by
N.C.G.S. 143-215.1(a).
225 GREEN STREET, SUITE 714, FAYETTEVILLE, NORTH CAROLINA 28301-5043
PHONE [phone] FAX [phone]
•
AN EQUAL OPPORTUNITY / AFFIRMATIVE ACTION EMPLOYER - 50% RECYCLED/10% POST -CONSUMER PAPER

z/Z Permit No. NC0026921
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT, HEALTH, AND NATURAL RESOURCES
DIVISION OF ENVIRONMENTAL MANAGEMENT
PERMIT
TO DISCHARGE WASTEWATER UNDER THE
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provision of North Carolina General Statute 143-215.1,
other lawful standards and regulations promulgated and adopted by the North.Carolina Environmental
Management Commission, and the Federal Water Pollution Control Act, as amended,
Town of Parkton
is hereby authorized to discharge wastewater from a facility located at
Parkton Wastewater Treatment Plant
NCSR 1724
southeast of Parkton
Robeson County
to receiving waters designated as Dunns Marsh in the Lumber River Basin
in accordance with effluent limitations, monitoring requirements, and other conditions set forth in
Parts I, II, and III hereof.
This permit shall become effective January 1, 1995
This permit and the authorization to discharge shall expire at midnight on December 31, 1999
Signed this day December 6, 1994
Original Signed By
David A. Goodrich
A. Preston Howard, Jr., P.E., Director
Division of Environmental Management
By Authority of the Environmental Management Commission

Based upon the above findings of fact and conclusions of law, and in accordance with
authority provided by the Secretary of the Department of Environment and Natural Resources and
the Director of the Division of Water Quality, I, Paul E. Rawls, Division of Water Quality
Regional Supervisor for the Fayetteville Region, hereby make the following civil penalty
assessment against the Town of Parkton:
$ 1,000.00 For 1 of the 1 violations of G.S. 143-215.1(a)(6)
and NPDES Permit No. NC0026921, by discharging
waste into the waters of the State in violation of permit
monthly average effluent limits for NH3 as N.
$ 1.000.00 TOTAL CIVIL PENALTY, which is 10.00 percent of
the maximum penalty authorized by G.S. 143- 215.6A.
$ 72.19 Enforcement costs.
$ 1,072,19 TOTAL AMOUNT DUE
Pursuant to G.S. 143-215.6A(c), in determining the amount of the penalty I have taken
into account the Findings of Fact and Conclusions of Law and the factors set forth at G.S. 143B-
282.1(b), which are:
(1) The degree and extent of harm to the natural resources of the State, to the public health,
or to private property resulting from the violation;
(2) The duration and gravity of the violation;
(3) The effect on ground or surface water quantity or quality or on air quality;
(4) The cost of rectifying the damage;
(5) The amount of money saved by noncompliance;
(6) Whether the violation was committed willfully or intentionally;
(7) .The prior record of the violator in complying or failing to comply with programs over
which the Environmental Management Commission has regulatory authority; and
(8) The cost to the State of the enforcement procedures.
Within thirty days of receipt of this notice, you must do one ofthe following:
1. Submit payment of the penalty:
Payment should be made directly to the order of the Department of Environment and
Natural Resources (do not include waiver form). 'Payment of the penalty will not
foreclose further enforcement action for any continuing or new violation(s).
Please submit payment to the attention of:

Point Source Compliance/Enforcement Unit
Division of Water Quality
P.O. Box 29535
Raleigh, North Carolina 27626-0535
OR
2. Submit a written request for remission or mitigation including a detailed
justification for such request:
A request for remission or mitigation is limited to consideration of the reasonableness of
the amount of the penalty and is not the proper procedure for contesting the accuracy of
any of the statements contained in the assessment letter. Because a remission request
forecloses the option of an administrative hearing, such a request must be accompanied by
a waiver of your right to an administrative hearing and a stipulation that there are no
factual or legal issues in dispute. You must execute and return to this office the attached
waiver and stipulation form and a detailed statement which you believe establishes
whether:
(a) one or more of the civil penalty assessment factors in G.S. 143B-282.1(b) were
wrongfully applied to the detriment of the petitioner;
(b) the violator promptly abated continuing environmental 'damage resulting from the
violation;
(c) the violation was inadvertent or a result of an accident;;
(d) the violator had been assessed civil penalties for any previous violations;
(e) payment of the civil penalty will prevent payment for the remaining necessary
remedial actions.
Please submit this information to the attention of:
Point Source Compliance/Enforcement.Unit
Division of Water Quality
P.O. Box 29535
Raleigh, North Carolina 27626-0535
OR
3. Submit a written request for an administrative hearing:
If you wish to contest any statement in this assessment letter, you must request an
administrative hearing. This request must be in the form of a written petition to the Office
of Administrative Hearings and must conform to Chapter 150B', of the North Carolina
General Statutes. You must:

A. (). EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS WINTER (November 1- March 31) Permit No. NC0026921
During the period beginning on the effective date of the permit and lasting until expiration, the Permittee is authorized to discharge from
1
outfall(s) serial number 001. (Continued)
Effluent Characteristics
Chronic Toxicity****
Discharge • Limitations
• Units '(specify)."
Monthly Avaj • Weekly Avg, Daily Max
Monitoring
Measurement
Frequency
Quarterly .
Requirements
Sample
Type
Composite
*Sample
Location
E

File your original petition with the
Office of Administrative Hearings
P.O. Drawer 27447
Raleigh, North Carolina 27611-7447
Mail or hand -deliver a copy of the petition to
Mr. Dan McLawhorn, General Counsel
Department of Environment and NaturallResources
P.O. Box 27687
Raleigh, North Carolina 27611-7687
Failure to exercise one of the options above within thirty days, as evidenced by a date
stamp (not a postmark) indicating when we received your response, will result in this matter being
referred to the Attorney General's Office with a request to initiate a civil action to collect the
penalty.
Please be advised that any continuing violation(s) may be the subject of a new enforcement
action, including an additional penalty. If you have any questions about this civil penalty
assessment, please contact the Water Quality Section staff of the Fayetteville Regional Office at
[phone].
( —g— ''\C\
(Date)
Paul E. Rawls
Water Quality Regional Supervisor
Fayeteville Region
Division of Water Quality
ATTACHMENTS
cc: Regional Supervisor w/ attachments
Compliance/Enforcement File w/ attachments
Central Files w/ attachments

ATTACHMENT A
TOWN OF PARKTON
NPDES PERMIT NUMBER NC0026921
CASE NUMBER LV 98-304
OCTOBER 1998
Monthly Average Limit Violations
Parameter Reported Value LimnUnits
NH3 as N 7.9 * 5.0 MG/L
*Value assesed

STATE OF NORTH CAROLINA DEPARTMENT OF ENVIRONMENT
AND NATURAL RESOURCES
COUNTY OF Robeson
IN THE MATTER OF ASSESSMENT
OF CIVIL PENALTIES AGAINST
PERMIT NO. NC0026921
FACILITY Town of Parkton
WAIVER OF RIGHT TO AN
ADMINISTRATIVE HEARING AND
STIPULATION OF FACTS
FILE NO. LV 98- 304
Having been assessed civil penalties totaling for
violation(s) as set forth in the assessment document of the Director of the Division of Water
Quality dated , the undersigned, desiring to seek remission of
the civil penalties, does hereby waive the right to an administrative hearing in the above -stated
matter and does stipulate that the facts are as alleged in the assessment document.
This the day of , 19
By
ADDRES S
TELEPHONE •