NC0049441_Regional Office Historical File Pre 2018

JAMES B. HUNT JR.
GOVERNOR.
_BILL HOLMAN
SECRETARY
'KERR -T. 'STEVENS
DIRECTOR- -
Mr. Billy Plummer
Burlwood Mobile Home Park
1507 Burlwood Rd.
Concord, North: Carolina 28025
Subject:
Dear Mr. Plummer:
NORTH CAROL INA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
DIVISION OF WATER QUALITY
May 10, 2000
NPDES Permit No. NCO049441
Burlwood Mobile Home Park
Cabarrus County, NC
Our records indicate that I\IPDES Permit No. NC0049441 was issued on May 5,
2000 for the discharge of wastewater to the surface waters of the State from your facility.
The purpose of this letter is to advise you of the importance of the Permit and the liabilities
in the event of failure to comply with the terms and conditions of the Permit. If you have
not already done so, it is suggested that you thoroughly read the Permit. Of particular
importance are Pages 4 and 5 .
Pages 4 and 5 set forth the effluent limitations and monitoring requirements for
your discharge. Your discharge must not exceed any of the limitations set forth. The
section headed "Monitoring Requirements" describes the measurement frequencies, sample
types and sampling locations. Upon commencement of your discharge (or operation), you
must initiate the required monitoring. The monitoring results must be entered on reporting
forms furnished or approved by this Agency. If you have not received these forms, they
should be arriving shortly. If you fail to receive the forms, please contact this Office as
quickly as possible. I have enclosed a sample of the "Effluent' reporting form (DEM Form
MR-1), plus instructions for completing the form. It is imperative that all applicable parts
be completed, and the original and one copy be submitted as required.
Please be advised that an annual administering and compliance monitoring fee may
be required for your facility. You will soon be receiving a statement from our Raleigh
Office. It is imperative that the fee be paid in a timely manner so as to prevent enforcement
action or possible revocation of your permit.
The remaining parts of the Permit set forth definitions, general conditions and special
conditions applicable to the operation of wastewater treatment facilities and/or discharge(s).
The conditions include special reporting requirements in the event of noncompliance,
bypasses, treatment unit/process failures, etc. Also addressed are requirements for a
certified wastewater treatment plant operator if you are operating wastewater treatment.
1617 MAIL SERVICE CENTER, RALEIGH, NORTH CAROLINA 27699-1617
website: h2o.enr.state.nc.us PHONE [phone] FAX 919-73Z-2496
AN EQUAL OPPORTUNITY / AFFIRMATIVE ACTION EMPLOYER - 50% RECYCLED/10%. POST -CONSUMER PAPER

PW-
Mr. Billy Plummer
May 10, 2000
Page No. 2
facilities. Any changes in operation of wastewater treatment facilities, quantity and type of
wastewater being treated or discharged, expansions and/or upgrading of wastewater
treatment facilities must be permitted or approved by this Agency.
Failure to comply with the terms and conditions of an NPDES Permit subjects the
Permittee to :enforcement action pursuant to Section 143-215.6 of the North Carolina
General Statutes. A civil penalty of up to-$25,000 per violation (and/or criminal penalties)
may be:assessed for such violations. If you find at anytime that you are unable to comply
with the terms and conditions of the Permit, you should contact this Office immediately. A
Special Order by Consent (SOC) may be necessary while pursuing action to obtain
compliance.
As a final note, an NPDES Permit is normally issued for a five-year period. Permits
are notautomatically renewed. Renewal requests must be submitted to this Agency no .later
than 180 days prior to expiration. Please make note of the expiration date of your Permit.
This date is set forth on Page 1 of the Permit. Also note that NPDES Permits are not
automatically transferable. If you, as the Permittee, cease to need this Permit, then you
should request that the Division of Water Quality rescind the Permit or request that DWQ
reissue the Permit to another party, if necessary.
As mentioned previously, the purpose of this letter is to advise you of the importance
of your NPDES Permit. Please read the Permit and contact this Office at 704/663-1699 in
Mooresville if you have any questions or need clarification. We look forward to providing
any assistance.
Enclosure
A:\BURUANPD.LTRDRG/de
Sincerely,
-D. Rex Gleason, P.E.
Water Quality Regional Supervisor

0
State of North Carolina
Department of Environment
n�
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
May 5, 2000
Mr. Billy D. Plummer
Burlwood Mobile Home Park
1507 Burlwood Road
Concord, North Carolina 28025
Dear Mr. Plummer:
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
1M V i112QM.e�t]AeN , RM'A_ TP
NA9t'�7:.,AIC R3R;'yJURC _ r
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Subject: NPDES Permit Issuance
Permit Number NCO049441
Burlwood Mobile Home Park
Cabarrus Countv
In accordance with the application for discharge permit received on March 18, 1999, the Division is
forwarding herewith the subject state - NPDES permit. This permit is issued pursuant to the requirements of North
Carolina General Statute 145-215.1 and the Memorandum of Agreement between North Carolina and the U.S.
Environmental Protection Agency dated December 6, 1985.
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 (50) 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, 6714 Mail Service Center, Raleigh, North
Carolina 27699-6714. Unless such a demand is made, this permit shall be final and binding.
This permit does not affect the legal requirements to obtain other permits which may be required by the
Division of Water Quality or permits required by the Division of Land Resources, Coastal Area Management Act, or any
other Federal or Local governmental permits which may be required.
If you have any questions or comments regarding these speculative limitations, please do not hesitate to contact
Mark McIntire at telephone number (919) 7,33-5085, extension 555.
Sincerely
Original Signed BY
David A. Goodrich
Kerr T. Stevens
Enclosure: NPDES Permit
Cc: Central Files
NPDES Permit File
rN o es llle Regi n' i1�Officeka Uater.Qua°li;ty ?
Point Source Compliance/Enforcement Unit
1617 Mail Service Center. Raleigh, North Carolina 27699-1617 - Telephone 9'19-733-5083/FAX [phone]
An EQual Opportunity Affirmative Action Employer - 50% recycled/ 10% post -consumer paper
Visit us on the web at http://h2o.enr.state.nc.us/NPDES

Permit No. NCO049441
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL. RESOURCES
DIVISION OF WATER QUALITY
PERMIT
TO DISCHARGE WASTEWATER UNDER THE
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provision of North Carolina General Statute 145-215.1, other lawful
standards and regulations promulgated and adopted by -'the North Carolina Environmental
Management Commission, and the Federal' Water Pollution Control Act, as amended,
Mr. Billy D. Plummer
is hereby authorized to discharge wastewater from a facility located at
Burlwood Mobile Home park
1507 Burlwood Road
Concord
Cabarrus County
to receiving waters designated as Reedy Creek in the Yadkin Pee -Dee River Basin in accordance with
effluent limitations, monitoring requirements, and other conditions set forth in Parts I, I1, III and IV
hereof.
This permit shall become effective June 1, 2000.
This permit and authorization to discharge shall expire at midnight on November 50, 2003.
Signed this day May 5, 2000.
Original Signed By
David A. Goodrich
Kerr T. Stevens, Director
Division of Water Quality
By Authority of the Environmental Management Commission

a
Permit No. NCO049441
SUPPLEMENT TO PERMIT COVER SHEET
Mr. Billy D. Plummer
is hereby authorized to:
1. Operate, after completion of construction, a 0.03 i\IGD wastewater treatment facility
consisting of flow equalization, bar screen, aeration, clarification, sludge bolding, flow
measurement and tablet disinfection located at Burlwood i\4obile Home Park, 1507
Burlwood Road, Concord, Cabarrus County; and
2. Discharge from said treatment works at the location specified on the attached map into Reedy
Creek, a class C water in the Yadkin Pee -Dee River Basin.

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Fac" Information
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Location
Latitude:
-ide: 35'17'27" Sub -Basin: 03-07-11
Lonaitude: 80'36'24"
Ouad #: Concord SE
Stream Class: C
Receiving Stream: Reedy Creek
Mr. Bil1v D. Plummer
N6004911-41
PcnniLted Flow: 0.03 MGD
Burlwood NIHP

A (1). EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS - FINAL
Permit No. NCO049441
During the period beginning on the effective date of the permit and lasting until expiration, the Perniittee is authorized to discharge front outfall(s) serial number 001
- Wastewater Treatment Plant Effluent. Such discharges shall be limited and monitored by the Pernlittee as specified below:
EFFLUENT CHARACTERISTICS
-
DISCHARGE
LIMITATIONS
MONITORING REQUIREMENTS
Monthly Average
Daily Maxinuun
Measurement
Frequency
Sample Type
Sample
Locations
Flow (MGD)
0.03
Continuous
Recording
I or E
BOD,, 20°C (April 1 - October 31)
10.0 nig/L
15.0 nig/L
Weekly
Composite
E
BOD5, 20°C (November I -March 31)
20.0 nig/L
30.0 nig/I.
Wee lily
Composite
I -
Total Suspended Solids
30.0 nig/L
45.0 nig/L
Weekly
Composite
E
NI-1,-N (April 1 -October 31)
4.0 nig/L
Weekly
Composite
E
NH,-N (November I -March 31)
8.0 nig/L
Weekly
Composite
E
Dissolved Oxygen
Weekly
Grab
E, U, D
Fecal Coliform (geometric mean)
200/100 nil
400/100 nil
Weekly
Grab
L'
Total Residual Chlorine
28 g/L
2/Weeli
Grab
E
Temperature (effluent)
Wily
Grab
E
Temperature (instream)
\Veeltly
Grab
U, D
1)H'
Weekly
Grab
E
Total Nitrogen (N0.+N0,,+-I-IW)
Quarterly
Composite
E
Total Phosphorus
Quarterly
Composite
E
THERE SHALL BE NO DISCHARGE OF FLOATING SOLIDS OR VISIBLE FOAM IN OTHER THAN TRACE AMOUNTS.
NOTES:
P Sample Locations: I -In fluent, E - Effluent, U - Upstreamn 100 feet above the out falI, D - Downstream at NCSI1 1215. Upstream and downstl-eani samples slialI be grab samples.
2 The daily average dissolved oxygen concentration in the effluent shall not be less than 5.0 mg/L.
'3 The pl-i shall not be less than 6.0 standard units nor greater than 9.0 standard units.

PART
Section B. Schedule of Compliance
1. The permittee shall comply with Final Effluent, Limitations specified for discharges in accordance
with the following schedule:
Permittee shall comply with Final Effluent Limitations by the effective date of the permit .unless
specified below.
2. Permittee shall at all times provide the operation and maintenance necessary to operate the
existing facilities at optimum efficiency.
3. No later than 14 calendar days following a date identified in the above schedule of compliance,
the permittee shall submit either a report of progress or, in the case of specific actions being
required by identified dates, a written notice of compliance or noncompliance. In the latter case,
.the notice shall include the cause of noncompliance, any remedial actions taken, and the
probability of meeting the next schedule requirements.

Part II
Page 1 of 14
PART II
STANDARD CONDITIONS FOR NPDES PERMITS
SECTION- A. DEFINITIONS
1. Permit Issuing Aut_ horn^
The Director of the Division of Water Quality.
2. DEM or "the Division"
Means the Division of Water Quality, Department of Environment, Health and Natural Resources.
3. EMC
Used herein means the North Carolina Environmental Management Commission.
4. Act or "the Act"
The Federal Water Pollution Control Act, also known as the Clean Water Act, as amended, 33 USC
1251, et. seq.
5. Mass/Day Measurements
a. The "monthly average discharge" is defined as the total mass of all daily discharges sampled
and/or measured during a calendar month on which daily discharges are sampled and
measured, divided by the number of daily discharges sampled. and/or measured during such
month. It is therefore, an arithmetic mean found by adding the weights of the pollutant found
each day of the month and then dividing this sum by the number of days the tests were
reported. The limitation is identified as "Monthly Average" in Part I of the permit.
b. The "weekly average discharge" is defined as the total mass of all daily discharges sampled
and/or measured during the calendar week (Sunday - Saturday) on which daily discharges are
sampled and measured, divided by the number of daily discharges sampled and/or measured
during such week. It is, therefore, an arithmetic mean found by adding the weights of
pollutants found each day of the week and then dividing this sum by the number of days the
tests were reported. This limitation is identified as "Weekly Average" in Part I of the permit.
c. The "maximum daily. discharge" is the total mass (weight) of a pollutant discharged during a
calendar day. If only one sample is taken during any calendar day the weight of pollutant
calculated from it is the "maximum daily discharge." This limitation is identified as "Daily
Maximum," in Part I of the permit.
d. The "average annual discharge" is defined 'as the total mass of .all daily discharges sampled
and/or measured during the calendar year on which daily discharges are sampled and
measured, divided by the number of daily discharges sampled and/or measured during such
year. It is, therefore, an arithmetic mean found by adding the weights of pollutants found each
day of the year and then dividing this sum by the number of days the tests were reported. This
limitation is defined as "Annual Average" in Part I of the permit.

Part II
Page 2 of 14
6. Concentration Measurement
a. The "average monthly concentration," other than for fecal coliform bacteria, is the sum of the
concentrations of all daily discharges sampled and/or measured during a calendar month on
which daily discharges are sampled and measured, divided by the number of daily discharges
sampled and/or measured during such.month (arithmetic mean of the daily concentration
values). The daily concentration value is equal to the concentration of a composite sample or in
the case of grab samples is the arithmetic mean (weighted by flow value) of all the samples
collected during that calendar day. The average monthly count for fecal coliform bacteria is
the geometric mean of the counts for samples collected during a calendar month. This
limitation is identified as "Monthly Average" under "Other Limits" in Part I of the permit.
b. The "average weekly concentration," other than for fecal coliform bacteria, is the sum of the
concentrations of all daily discharges sampled and/or measured during a calendar week
(Sunday/Saturday) on which daily discharges are sampled and measured divided by the
number of daily discharges sampled and/or measured during such week (arithmetic mean of the
daily concentration values). The daily concentration value is equal to the concentration of a
composite sample or in the case of grab samples is the arithmetic mean (weighted by flow
value) of all the -samples collected during that calendar day. The average weekly count for
fecal coliform bacteria is the geometric mean of the counts for samples collected during a
calendar week. This limitation is identified as "Weekly Average" under "Other Limits" in
Part I of the permit.
c. I The "maximum daily concentration" is the' concentration of a pollutant discharge during a
calendar day. If only one sample is taken during any calendar. day the concentration of
pollutant calculated from it is the "Maximum Daily Concentration". It is identified as "Daily .
Maximum" under "Other Limits" in Part I of the permit.
d. The "average annual concentration," other than for fecal coliform bacteria, is the sum of the
concentrations of all daily discharges sampled and/or measured during a calendar year on
which daily discharges are sampled and measured divided by the number of daily discharges
sampled and/or measured during such year (arithmetic mean -of the daily concentration
values). The daily concentration value is equal. to -the concentration of a composite sample or in
the case of grab samples is the arithmetic mean (weighted' by flow value) of all the, samples
collected during that calendar day. The average yearly count for fecal coliform bacteria is the
geometric mean of the counts for samples collected during a calendar year. This limitation is
identified as "Annual Average" under "Other Limits" in Part I of the permit.
e. The "daily average concentration" (for dissolved oxygen) is the minimum allowable amount of
dissolved oxygen required to be available in the effluent prior to discharge averaged over a
calendar day. If only one dissolved oxygen sample is taken over a calendar day, the sample is
considered to be the "daily average concentration" for the discharge. It is identified. as "daily
average" in the text of Part I:
f. The "quarterly average concentration" is the average of all samples taken over a calendar
quarter. It is identified as "Quarterly Average Limitation" in the text of Part l of the permit.
g. A calendar quarter is defined as one of the following distinct periods: January through March,
April through June, July through September, and October through December.

Part II
Page 3 of 14
7. Other Measurements
a.- Flow, (MGD): The flow limit expressed in this permit is the 24 hours average flow, averaged
monthly. It is determined as the arithmetic mean of the total daily flows recorded during the
calendar month.
b. An "instantaneous flow measurement" is a measure of flow taken at the -time of sampling, when
both the sample and flow will be representative of the total discharge.
C. A "continuous flow measurement" is a measure of discharge flow from the facility which occurs
continually without interruption throughout the operating hours of the facility. Flow shall be
monitored continually except for the infrequent times when there may be no flow or for
infrequent maintenance activities on the flow device.
8. Types of Samples
a. Composite, Sample: A composite sample shall consist of: .
(1) a series of grab samples collected at equal time intervals over a 24 hour period of discharge
and combined proportional to the rate of flow measured at the time of individual sample
collection, or
(2) a series of grab samples of equal volume collected over a 24 hour period with the time
intervals between samples determined by a preset number of gallons passing the sampling
point._ Flow measurement between sample intervals shall be determined by use of a flow
recorder and totalizer, and the present gallon interval between sample collection fixed at
no greater than 1 /24 of the expected total daily flow. at the treatment system, or
(3) a single, continuous sample collected over a 24 hour period proportional to the rate of flow.
In accordance with (1) above, the time interval between influent grab samples shall be no
greater than.once per hour, and the time interval between effluent grab samples shall be no
greater than once per hour except at wastewater treatment systems having a. detention time of
greater than 24 hours. In such cases, effluent grab samples may be collected at time intervals
evenly spaced over the 24 hour period which are equal in number of hours to the detention time
of the system in number of days. However, in no case may the time interval between effluent
grab samples be greater than six (6) hours nor the number of samples less than four (4) during a
24 hour sampling period. _
b.. Grab Sample: Grab samples are individual samples collected =over a period of time not
exceeding 15 minutes; the grab sample can be taken manually. Grab samples must ' be
representative of the discharge or the receiving waters.
9. Calculation of Means
a Arithmetic Mean: The arithmetic mean of any set of values is the summation of the individual
values divided by the number of individual values.
b. Geometric Mean:. The geometric mean of,any set of values is the Nth root of the product of the
individual values where N is equal to the number of individual values. The geometric mean is
equivalent to the antilog of the arithmetic mean of the logarithms of the individual values.
For purposes of calculating the geometric mean, values of zero (0) shall be considered to be one
0).
c. Weighted by Flow Value: Weighted by flow value means the summation of each concentration
times its respective flow divided by the summation of the respective flows.

Part II
Page 4 of 14
10. Calendar Day
A calendar day is defined as the period from midnight of one day until midnight of the next day.
However, for purposes of this permit, any consecutive 24-hour period that reasonably represents
the calendar day may be used for sampling.
11. Hazardous Substance
A hazardous substance means any substance designated under 40 CFR Part 116 pursuant to Section
311 of the Clean Water Act.
12. Toxic Pollutant
A toxic pollutant is any pollutant listed as toxic under Section 307(a)(1) of the Clean Water Act.
SECTION B. GENERAL CONDITIONS'
1. Duty to Comply
The permittee must comply with all conditions of this permit.. Any permit noncompliance
constitutes a violation of the Clean,Water Act and is grounds for enforcement action; for permit
termination, revocation and reissuance, or modification; or denial of a permit renewal application.
a: The permittee shall comply with effluent standards or prohibitions established under section
307(a) of the Clean Water Act for toxic pollutants and with standards for sewage sludge use or
disposal established under section 405(d) of the Clean Water Act within the time provided in
the regulations that establish these standards or prohibitions or standards for sewage sludge
use or disposal, even if the permit has not yet been modified to incorporate the requiremQnt.
b. The Clean Water Act provides that any person who violates a permit condition is subject to a
civil penalty not to exceed $25,000 per day for each violation. Any person who negligently
violates any permit condition is subject to criminal penalties of $2;500 to $25,000 per day of
violation; or imprisonment for not more than 1 year, or both. Any person who knowingly
violates permit, conditions is subject to criminal penalties of $5,000 to $50,000 per day of
violation, or imprisonment for not more than 3 years, or both. Also,.any person who violates a
permit condition may, be assessed an administrative penalty not to exceed $10,000 per violation
with the maximum amount not to exceed $125,000. [Ref: Section 309 of the Federal Act 33
U.S.C.1319 and 40 CFR 122A1 (a)]
c. Under state law, a civil penalty of not more than ten thousand dollars ($10,000) per violation
may be assessed against any person who violates or fails to act in accordance with the terms,
conditions, or requirements of a permit. [Ref: North Carolina General Statutes § 143-215.6A]
d. Any person may be assessed an administrative penalty, by the Administrator for violating
section 301, 302, 306, 307, 308,' 318, or 405 of the Act,- or any permit condition or limitation
implementing any of such sections in a permit issued under section 402 of, the Act.
Administrative penalties for Class I violations are not to exceed $10,000 per violation, with
the maximum amount of any Class I penalty assessed not to exceed $25,000. Penalties for Class
II violations are not to exceed $10,000 per day for .each day during which the violation
continues, with the maximum amount of any Class 11 penalty not to exceed $125,000.

Part 11
Page 5 of 14
2. Duly t�gate
The permittee shall take all reasonable steps to minimize or prevent any discharge or sludge use or
disposal, in violation of this permit which has a reasonable likelihood of adversely affecting
human health or the environment.
3. Civil and Criminal Liability
Except as provided in permit'conditions on "Bypassing" (Part I1, C-4) and "Power Failures" (Part ll,.
C-7), nothing in this permit shall be construed to relieve the permittee from any responsibilities,
liabilities, or penalties for noncompliance pursuant to NCGS 143=215.3, 143-215.6 or Section 309 of
the Federal Act, 33 USC 1319. Furthermore, the permittee is responsible for consequential damages,
such as fish kills, even though the responsibility for effective compliance may be temporarily
suspended.
4. Oil and Hazardous Substance Liability
Nothing in this permit shall be construed to preclude the institution of any legal action or relieve
the permittee-from any responsibilities, liabilities, or penalties to which the permittee is or may
be subject to under NCGS 143-215.75 et seq. or Section 311 of the Federal Act, 33 USG 1321.
Furthermore, the permittee is responsible for consequential damages, such as fish kills, even
though the responsibility for effective compliance may be temporarily suspended.
5. Property Rights
The issuance of this permit does not convey any property rights in either real or personal property,
or any exclusive privileges, nor does it authorize any injury to private property or any invasion .of
personal rights, nor any infringement of Federal, State or local laws or regulations.
6. ' Onshore or Offshore Construction
This permit does not authorize or approve the construction of any onshore or offshore, physical
structures"or facilities or the undertaking of any work in any navigable waters.
7. Severability
The provisions of this permit are, severable, and if any provision of. this permit, or the application
of any provision of this permit to any circumstances, is held invalid, the application of such
provision to other circumstances, and the remainder of'this permit, shall not be affected thereby.
8. Duty to Provide Information
The permittee shall furnish to the Permit Issuing .Authority, within a reasonable time, any
information which 'the Permit Issuing Authority may request to determine whether cause exists for
modifying, revoking and reissuing, or terminating this permit or to determine compliance with this
permit. The permittee shall also furnish to the Permit Issuing Authority upon request, copies of
records required to be kept by this permit.
9. Duty to Reapply
If the permittee wishes to continue an activity regulated by this permit after the expiration date of
this permit, the permittee must apply for and obtain a new permit.

Pan II
Page 6 of 14
10. Expiration of Permit
The permittee is not authorized to discharge after the expiration date. In .order to receive
automatic authorization to discharge beyond the expiration date, the permittee shall submit such
information, forms, and fees as are required by the.agency authorized to issue permits no later than
180 days prior to the expiration date. Any permittee that has not requested renewal at least 180
days prior to expiration, or any permittee that does not have a permit after the expiration and has
not requested renewal at least 180 days prior to expiration, will subject the permittee to enforcement
procedures as provided in NCGS 143-215.6 and 33 USC 1251 et. seq.
11. Signatory Requirements
All applications, reports, or information submitted to the Permit Issuing Authority shall be signed
and certified.
a. All permit applications shall be signed as follows:
(1) For a corporation: by a responsible corporate officer. For the purpose of this Section, a
responsible corporate officer means: (a) a president, secretary, treasurer or vice president
of the corporation in charge of a principal business. function, or any other person who
performs similar policy or decision making functions for the. corporation, or (b) the manager
of one or more manufacturing production or operating facilities employing more than 250
persons or having gross annual sales or expenditures exceeding 25 million (in second quarter.
1980 dollars), if authority to, sign documents has been assigned or delegated to the manager
in accordance with corporate procedures.
(2) For a partnership or sole proprietorship: by a general partner or the proprietor,
respectively; or
(3) For a municipality, State, Federal, or other public agency: by either a principal executive
officer or ranking elected official.
b. All reports required by the permit and other information' requested by the Permit Issuing
Authority shall besigned by a person described above or by a duly authorized representative of
that person. A person is a duly authorized representative only if:
(1) The authorization is made in writing by a person described above;
(2) The authorization specified either an individual or a position having responsibility for the
overall operation of the regulated. facility or activity, such 'as the position of plant
manager, operator of a well or well field, superintendent, a position of equivalent
responsibility, or an individual or position having overall responsibility for environmental
matters for the company. (A duly authorized representative may thus be either a named
individual or any individual occupying a named position.); and
(3) The written authorization is submitted to the Permit Issuing Authority.
c. Certification. Any person signing a document under paragraphs a. or b. -of this section shall
make the following certification:.
"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 fines and imprisonment for knowing violations."

Part II
Page 7 of 14
12. Permit Actions
This permit may be modified, revoked and reissued, or terminated for cause. The filing of a request
by the permittee for a permit modification, revocation and reissuance, or termination, or a
notification of planned changes or anticipated noncompliance does not stay any permit condition.
13. Permit Modification. Revocation and Reissuance. or Termination
The issuance of this permit does not prohibit the permit issuing authority from reopening and
modifying the permit, revoking and reissuing the permit, or terminating the permit as allowed by
the laws, rules, and regulations contained in Title 40, Code of Federal Regulations, Parts 122 and
123; Title 15A of the North Carolina .Administrative Code, Subchapter 2H .0100; and North
Carolina General Statute 143-215.1 et. al.
14. Previous Permits
All previous National Pollutant Discharge Elimination System Permits issued to this facility,
whether for operation or discharge, are hereby revoked by issuance of this permit. IThe exclusive
authority to operate this facility arises under this permit. The authority to operate the facility
under previously issued permits bearing this number is no longer effective..) The conditions,
requirements, terms, and provisions, -of this permit authorizing discharge under the National
Pollutant Discharge Elimination System govern discharges from this facility.
SECTION C. OPERATION AND MAINTENANCE OF POLLUTION CONTROLS
1. Certified Operator
Pursuant to Chapter 90A44 of North Carolina General Statutes, and upon classification of the
facility by the Certification Commission, the permittee shall employ a certified wastewater
treatment plant operator in responsible charge (ORC) of -the wastewater treatment facilities. Such'
operator must hold a certification of the grade equivalent to or greater than :the classification
assigned to the wastewater treatment facilities by the Certification Commission. The permittee
must also employ a certified back-up operator of the appropriate type and any grade to comply
with the- conditions of Title 15A, Chapter 8A .0202. The ORC of the facility must visit each Class I
facility at least weekly and each Class II, III, and IV facility at least daily, excluding weekends
and holidays, and must properly manage and document daily operation and maintenance of the
facility and must comply with all other conditions of Title 15A, Chapter 8A .0202. Once the
facility is classified, the permittee shall submit a letter to theCertification Commission which
designates the operator in responsible charge within thirty days after the wastewater. treatment
facilities are 50% complete.
2. Proper Operation and Maintenance
The permittee shall at all timesproperly operate and maintain all facilities and systems of
treatment and control (and related appurtenances) which are installed or used by the permittee to
achieve compliance with the conditions of this permit. Proper operation and maintenance also
includes adequate laboratory controls and appropriate quality assurance procedures. This provision
requires the operation of back-up or auxiliary facilities or similar systems which are installed by a
permittee only when the operation is necessary to achieve compliance with the conditions of the
permit.

Part II
Page 8 of 14
3. Need to Halt or Reduce not a Defense
It shall not be a defense for a permittee in an enforcement action that it would have been necessary
to halt or reduce the permitted activity, in order to maintain compliance with the condition of this
permit.
4. Bypassing of Treatment Facilities
a. Definitions
(1) 'Bypass" means the known diversion of waste streams from any portion of a treatment
facility including the collection system, which is not a designed or established or operating
mode for the facility.
(2) "Severe property damage" means substantial physical damage to Property, damage to the
treatment facilities which causes them to become inoperable, or substantial and permanent
loss of natural resources which can reasonably be expected to occur in the absence of a
bypass. Severe property damage does not mean economic loss caused by delays in
production.
b. Bypass not exceeding limitations.
The permittee may allow any bypass to occur which -does not cause effluent limitations to be
exceeded, but only if it also is for essential maintenance to assure efficient operation. These
bypasses are not subject to the provisions of Paragraphs c. and d. of this section.
c. Notice
(1) Anticipated bypass. If the permittee knows in advance of the need for a bypass, it.shall
submit prior notice, if possible at least ten days before the date of the bypass; including an .
evaluation of the anticipated quality and affect of the bypass.
(2) Unanticipated bypass. The permittee shall submit notice of an unanticipated bypass as
required in Part II, E. 6. of this permit. (24 hour notice).
d. Prohibition of Bypass_
(1) Bypass is prohibited and the Permit Issuing Authority may take enforcement action against
. a permittee for bypass, unless:
(A) Bypass was unavoidable to. prevent loss of life, personal injury or severe property
damage;
(B) There were' no feasible alternatives to the bypass, such as the use of auxiliary treatment
facilities, retention of untreated wastes or maintenance during normal periods of
equipment downtime. This condition is not satisfied if adequate backup equipment should
have been installed in the exercise of reasonable engineering judgment to prevent a bypass
which occurred during normal periods of equipment downtime or preventive maintenance;
and
(C) The permittee submitted notices as required under Paragraph c. of this section.
(2) The Permit Issuing Authority may approve -an anticipated bypass, after considering its
adverse affects, if the Permit Issuing Authority determines that it -will meet the three
conditions listed above in Paragraph d. (1) of this section.

Part II
Page 9 of 14
5. Upsets
a. Definition.
"Upset " means an exceptional incident in which there is unintentional and 'temporary
noncompliance with technology based permit effluent limitations because of factors beyond the
reasonable control of the permittee. An upset does not include noncompliance to the extent,
caused by operational error, improperly designed, treatment facilities, inadequate treatment
facilities, lack of preventive maintenance, or careless or improper operation.
b. Effect of an upset.
An upset constitutes an affirmative defense to an action brought for noncompliance with such
technology based permit effluent limitations if the requirements of paragraph c. of this
condition are met. No determination made during administrative review of claims that
noncompliance was caused by upset, and before an action for noncompliance, is final
administrative action subject to judicial review.
c. Conditions necessary for a demonstration of upset.
A permittee who wishes to establish the affirmative defense of upset shall demonstrate,
through properly signed, contemporaneous operating logs, or other relevant evidence that:
(1) An upset occurred and that the permittee can identify the cause(s) of the upset;
(2) The permittee facility was.at the time being properly operated; and
(3) The permittee submitted notice of the upset as required in Part II, E. 6. (b) (B) of this permit.
(4) The permittee complied with any remedial measures required under Part 11, B. 2. of this
permit.
d. Burden of proof.
In any enforcement proceeding the permittee seeking to establish the occurrence of an upset has
the burden of proof.
6. Removed Substances
Solids, sludges, filter backwash, or other pollutants removed in the course of treatment or. control of
wastewaters shall be utilized/disposed of in accordance with NCGS 143-215.1 and in a manner such
as to prevent any pollutant from such materials from entering waters of the State or navigable
.waters of the United States. The permittee shall comply with all existing federal regulations
governing the disposal of sewage sludge. Upon promulgation" of 40 CFR Part 503, any permit issued
by the Permit. Issuing Authority for the utilization/disposal of sludge may be reopened and
modified, or revoked and reissued, to incorporate applicable requirements at 40 CFR Part 503. The
permittee shall comply with applicable 40 CFR Part 503 Standards for the -Use and Disposal of
Sewage Sludge (when promulgated) within the time provided in the regulation, even if the permit
is not modified to.incorporate the requirement. The permittee shall notify, the Permit Issuing
Authority of any significant change in its sludge use or. disposal practices.
7. Power Failures
The permittee is responsible for maintaining adequate. safeguards as required by DEM Regulation,
Title 15A, North Carolina Administrative, Code, Subchapter -2H, .0124. Reliability, to prevent the
discharge of untreated or inadequately treated wastes during electrical power failures either by
means of alternate power sources, standby generators or retention of inadequately treated effluent.

Part II
Page 10 of 14
SECTION D. MONITORING AND RECORDS
1. Representative Sampling
Samples collected and measurements taken, as required herein, shall be characteristic of the
volume and nature of the permitted discharge. Samples collected at a frequency less than daily
shall be. taken on a day and time that is characteristic of the discharge over the entire period
which the sample represents. All samples shall be taken.at the. monitoring points specified in this
permit and, unless otherwise specified, before the effluent joins or is diluted by any other
wastestream, body of water, or substance. Monitoring points shall not be changed without
notification to and the approval of the Permit Issuing Authority. .
2. Reporting
Monitoring results obtained during the previous month(s) shall be summarized for each month and
reported on a monthly Discharge Monitoring Report (DMR) Form (DEM No. MR 1, 1.1, 2, 3) or
alternative forms approved by. the .Director, DEM, postmarked no, later than the. 30th day
following;the completed reporting period.
The first DMR is due on the last day of the month following the issuance of the permit. or in the case
of a new facility,. on the last day of the month following the commencement of discharge.
Duplicate signed copies of these, and all other reports required herein, shall be submitted to the
following address:
Division of Water Quality
Water Quality Section .
ATTENTION: Central Files
Post Office Box 29535 .
Raleigh, North Carolina 27626-0535
3. Flow Measurements
Appropriate flow measurement devices and methods consistent with accepted scientific practices
shall be selected and used to ensure the accuracy and reliability of measurements of the volume of
monitored discharges. The devices shall be installed, calibrated and maintained to ensure that the
accuracy of the .measurements are consistent with the accepted capability of that type of device.
Devices selected shall be capable of measuring flows with a maximum deviation of less than + 10%
from the true discharge rates throughout the range of expected discharge volumes. Once -through
condenser cooling water flow which is monitored by pump logs, or pump hour meters as specified in
Part I of this permit and based on .the manufacturer's pump curves shall- not be subject to this
requirement.
4. Test Procedures
Test procedures for the analysis of pollutants shall conform to the EMC regulations published
pursuant to NCGS 143-215.63 et. seq, the Water and Air Quality Reporting Acts, and to regulations
published pursuant to Section 304(g), 33 USC 1314, of the Federal Water Pollution Control Act, as
Amended, and Regulation 40 CFR 136, or in the case of sludge use or disposal, approved under 40
CFR 136, unless otherwise specified in 40 CFR 503, unless other test procedures have been specified
in this permit.
To meet the intent of the monitoring required by this permit, all test procedures must produce
minimum detection and reporting levels that are below the permit discharge requirements and all
data generated must be reported down to the minimum detection or lower reporting level of the
procedure. If no approved methods are determined.capable of achieving minimum detection and .

Part II
Page 11 of 14
reporting levels below permit discharge requirements, then the most sensitive (method with the
lowest possible detection and reporting level) approved method must be used.
5. Penalties for Tampering
The Clean Water Act provides that any person who falsifies, tampers with, or knowingly renders
inaccurate, any monitoring -device or method required to be maintained under this permit shall,
upon conviction, be punished by a fine of not more than $10,000 per violation, or by imprisonment for
not more than two years per violation, or by both. If a conviction of a person is for a violation
committed after a first conviction -of such person under this paragraph, punishment is a fine of not
more than $20,000 per day of violation, or.by imprisonment of not more than 4 years, or both.
6. Records Retention
Except for records of monitoring information required by this permit related to the permittee's
sewage sludge use and disposal activities, which shall be retained for a period of at least five
years (or longer as required by 40 CFR 503), the permittee shall retain records of all monitoring
information, including all calibration and maintenance records and all original strip chart
recordings for continuous monitoring instrumentation, copies of all reports required by this permit,
for a period of at least 3 years from the date of the sample, ''Measurement, report or application.
This period may be extended by request of the Director at any time.
7. Recording Results
For each measurement or sample taken pursuant to the requirements of this permit, the permittee
shall record the following information:
a. The date, exact place, and time of -sampling or measurements;
b. The individual(s) who performed the sampling or measurements;
c. The date(s) analyses were performed;
d. The individual(s) who performed the analyses,
e. The analytical techniques or methods used; and
f . The results of such analyses.
8. Inspection and En fty
The permittee shall allow the Director, or. an authorized representative (including an authorized
contractor acting as a representative of the Director), upon the presentation of credentials and other
documents as may be required by law, to;
a. Enter upon the permittee's premises where a regulated facility or activity is located or
conducted, or where records must be kept under the conditions of this permit;
b. Have access to and copy, at reasonable times, any records that must be kept under the conditions
of this permit;
c. Inspect at reasonable times any facilities, equipment. (including monitoring and control
equipment), practices, or operations regulated or required under this permit; and .
d. Sample or monitor.at reasonable times, for the purposes of assuring permit compliance or as
otherwise authorized by the Clean Water Act, any substances or parameters at any location.

Part I1
Page 12 of 14
SECTION E. REPORTING REQUIREMENTS
1. Change in Discharge
All discharges authorized herein shall be consistent with the terms and conditions of this permit.
The discharge of any pollutant identified in this permit more frequently than or at a level in excess
of that authorized shall constitute a violation of the permit.
2. Planned Changes
The permittee shall give notice to the Director as soon as possible of any planned physical
alterations or additions to the permitted facility. Notice is required only when:
a. The alteration or addition to a permitted facility may meet one of the criteria for determining
whether a'facility is a new source in 40 CFR Part 122.29 (b); or
b. The alteration or addition could significantly change the nature or increase the quantity of
pollutants discharged. This notification applies to pollutants which are subject neither to
effluent limitations in the permit, nor to notification requirements under 40 CFR Part 122.42 (a)
(D
c. The alteration or addition results in a significant change- in the permittee's sludge use or
disposal practices, and such alternation, addition or change may justify the application of
permit conditions that are different from or absent in the existing permit, including notification
of additional use or disposal sites not reported during the permit application process or not
reported pursuant to an approved land application plan.
3. Anticipated Noncompliance
The permittee shall give advance notice to the Director of any planned changes in the permitted
facility or activity which may result in noncompliance with permit requirements.
4. Transfers
This permit is not transferable to any person except after notice to the Director. The Director may
require modification or revocation and reissuance of the permittee and incorporate such other
.requirements as may be necessary under the Clean Water Act.
5. Monitoring Reports
Monitoring results shall be reported at the intervals specified elsewhere in this permit.
a. Monitoring results must be reported on a Discharge Monitoring Report (DMR) (See Part 11. D. 2
of this permit) or forms provided by the Director for reporting results of monitoring of sludge use
or disposal practices..
b. If the permittee monitors any pollutant more frequently than required by the permit, using test
procedures specified in Part II, D. 4. of this permit or in the case of sludge use or .disposal,
approved under 40 CFR 503, or as specified in this permit, the results of this monitoring shall be
included in the calculation and reporting of the data submitted in the DMR.
c. Calculations for all limitations which require averaging of measurements shall utilize an
arithmetic mean unless otherwise specified by the Director in the permit.

Part II
Page 13 of 14
6. Twenty-four Hour Reporting
a. The permittee shall report to the central office or the appropriate regional office any
noncompliance which may endanger health or the environment. Any information -'shall be
provided orally within 24 hours from the time the permittee became aware of the
circumstances. A written submission shall also be provided within 5 days of the time the
permittee becomes aware of the circumstances. The written- submission shall contain a
description of the noncompliance, and its cause; the period of noncompliance, including exact
dates and times, and if the noncompliance has not been corrected, the anticipated time it is
expected to continue; and steps taken or planned to reduce, eliminate, and prevent reoccurrence
of the noncompliance.
b. The following shall be included as information which must be reported within 24 hours under
this paragraph:
(1) Any unanticipated bypass which exceeds any effluent limitation in the permit.
(2) Any upset which exceeds any effluent limitationin the permit.
(3) Violation of a maximum daily discharge limitation for any of the pollutants listed by the
Director in the permit to be reported within 24 hours.
c. The Director may waive the written report on a case -by -case basis for reports under paragraph
b. above of this condition if the oral report has been received within 24 hours.
7. Other Noncompliance
The permittee shall report all instances of noncompliance not reported under Part II. E. 5 and 6. of
this permit at the time monitoring reports, are submitted. The reports shall, contain the information
listed in Part II. E. 6. of this permit.
8. Other Information
Where the permittee becomes aware that it failed to submit any relevant facts in a permit
application, or submitted incorrect information in a permit application or in any report to the
Director, it shall promptly submit such facts or information.
9. Noncompliance Notification
The permittee shall report by telephone to either the central office or the appropriate regional
office of the Division as soon as possible, but in no case more than 24 hours or on the nett working
day following the occurrence or first knowledge of the occurrence'of any of the following:
a. Any occurrence -at the water pollution control facility which results in the discharge of
significant amounts of wastes which are abnormal in quantity or -characteristic, such as the
dumping of the contents of a sludge digester; the known passage of a slug of hazardous substance
through the facility; or any other unusual circumstances.
b. Any process unit failure, due to known or unknown reasons, that render the facility incapable of
adequate wastewater treatment such as mechanical or electrical failures of pumps, aerators,
compressors, etc.
c. Any failure of a pumping station, sewer line, or treatment facility resulting in a by-pass
directly to receiving waters without treatment of all or any portion of the influent to such
station or facility.

Part II
Page 14 of 14
Persons reporting such occurrences by telephone shall also file a written report in letter form within
5 days following first knowledge of the occurrence.
10. Availability of Reports
Except for data determined to be confidential under NCGS 143-215.3(a)(2) or Section 308 of the
Federal Act, 33 USC 1318, all reports prepared in accordance with the terms shall be available for
public inspection at the offices of the Division of Water Quality. As required by the Act, effluent
data shall not be considered confidential. Knowingly making any false statement on any such
report may result in the imposition of criminal penalties as provided for in NCGS 143-215.1(b)(2) or
in Section 309 of the Federal Act.
11. Penalties for Falsification of Reports
The Clean Water Act provides that any person who knowingly makes any false statement,
representation, or certification in any record or other .document submitted or required to be
maintained under this permit, including monitoring reports or reports of compliance or
noncompliance shall, upon conviction, be punished by a fine of not more than $10,000 per violation,
or by imprisonment for not more than two years per violation, or by both.

F
PART III
OTHER REQUIREMENTS
A. Construction
No construction of wastewater treatment facilities or additions to add to the plant's treatment
capacity or, to change the type of process utilized at the treatment plant shall be begun until Final
Plans and Specifications have been submitted to the Division of Water Quality and written approval
and Authorization to Construct has.been issued.
B. Groundwater Monitoring
The permittee shall, upon written notice from the Director of the Division of Water Quality, conduct
groundwater monitoring as may be required to determine the compliance of this NPDES permitted
facility, with the current groundwater standards.
C. Changes in Discharges of Toxic Substances
The permittee shall notify the Permit Issuing Authority as soon as it knows orhas reason to believe:
a.That any activity has occurred or will occur which would result in the discharge, on a routine or
frequent basis, of any toxic pollutant which is not limited in the permit, if that discharge will
exceed the highest of the following "notification levels'
(1) One hundred micrograms per liter (100 ug/1);
(2)Two hundred micrograms per liter (200 ug/1) for acrolein and acrylonitrile; five hundred
micrograms per liter (500 ug/1) for 2.4-dinitrophenol and for 2-methyl-4.6-dinitrophenol; and
one milligram per liter (1 mg/1) for antimony;
(3) Five (5) times the maximum concentration value reported for that pollutant in the permit
application.
b. That any activity has occurred or will occur which would result in any discharge, on a non -routine
or infrequent basis, of a toxic pollutant which is not limited in the permit, if that discharge will
exceed the highest of the following "notification levels';
(1) Five hundred micrograms per liter (500 ug/1);
(2) One milligram per liter (1 mg/l) for antimony;
(3) Ten (10) times the maximum'concentration value reported for that pollutant in the permit
application.
D. Requirement to Continually Evaluate Alternatives to Wastewater Discharges
The permittee shall continually evaluate all wastewater disposal alternatives and pursue the most
environmentally sound alternative of the reasonably cost effective alternatives. If the facility is in
substantial non-compliance with, the terms and conditions of the NPDES permit or governing rules,
regulations or laws, the permittee shall submit a report in such form and detail as required by the
Division evaluating these alternatives and a plan of action within sixty (60) days of notification by the
Division:

ANNUAL I1RiIlVISTEZING:
q,CE MCri STORING FEE,
A. The permittee must pay the annual administering and compliance monitoring fee
within 30 (thirty). days after being.bMed-by the Division... Failure_ to pay the fee in
a timely manner -in accordance with 15A NCAC 2H, .0105(b)(4) may cause this
Division to initiate achori.to revoke:the permit.

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E.; Director
February 11, 1999
Bill Plummer
Burlwood MHP
1507 Burlwood Road
Concord, NC 28025
NC R
M*1VUMkquavrr,
14M-vMar. itvttc:fi
FEB 15 199y
r F31i' ini 1—
s :, i r.-MMI'aw
Subject: Renewal of NPDES Permit NCO049441
Burlwood MHP
Cabarrus County
Dear Permittee:
The subject permit expires on September 30, 1999. North Carolina General Stature 143.215.1(c) requires that an
application for permit renewal be filed at least 180 days prior to the expiration date.
To satisfy this requirement, your renewal package must be sent to the Division postmarked no later than April 3,
1999. Failure to request renewal by April 3, 1999 will result in.a civil assessment of at least $250.00. Larger
penalties may be assessed depending upon the delinquency of the request.
If any wastewater discharge will occur after September 30, 1999 (or if continuation of the permit is desired), the
permit must not be allowed to expire. Operation of waste treatment works or continuation of a discharge after
September 30, 1999 would violate NCGS 143-215.1 and could result in assessment of civil penalties of up to $10,000
per day.
If all wastewater discharge has ceased at the subject facility and you wish to rescind this permit, contact Robert
Farmer of the Division's Compliance Enforcement Unit at [phone], extension 531. You may also contact the
Mooresville Regional Office at [phone] to begin the rescission process.
Use the enclosed checklist to complete your renewal package. The checklist identifies the items which you must
submit when applying for renewal of the subject permit.
If you have any questions, please contact me. My telephone number, fax number and e-mail address are listed below.
Sincerely,
i
harles H. Weaver Jr. vl� ,
NPDES Unit
cc: Central Files
LMo_oresviEeRegional-Office, Water uality Section--)
NPDES Unit ��-
P.O. Box 29535, Raleigh, North Carolina 27626-0535 919 733-5083, extension 511 (fax) 919 733-0719
An Equal Opportunity Affirmative Action Employer [e-mail]

NC DENR / DWQ / NPDES
Permit Renewal Applications
Renewal Package Checklist
NPDES Permit NCO049441
Burlwood AMP
a.~ Cabarrus County
The following, items are. REQUIRED for all renewal packages:
A cover letter requesting the renewal and documenting any changes at the facility
since issuance of the last permit. Submit one signed original and two copies.
The completed application form (copy attached), signed by the permittee or an
Authorized Representative. Submit one signed original and two
gncopies.
If an Authorized Representative is preparing the renewal package, documentation
F.] must be provided from the permittee defining the person or company preparingthe.
renewal package as an Authorized Representative (see Part II.B.ILb. of the
current NPDES permit).
❑A narrative description of the sludge management plan at the subject facility. If
your facility has no sludge management plan, explain the reason for this in your
cover letter. Submit one original and two copies.
The following item applies ONLY to Industrial facilities which discharge process
wastewater
❑ Industrial facilities .classified as Primary Industries (listed in Appendix A of Title 40
of the Code of Federal Regulations, Part 122) must submit a Priority Pollutant
Analysis (PPA) in accordance with 40 CFR Part 122.21.
The PPA requirement does NOT apply to municipal or non -industrial facilities.
PLEASE NOTE:
There is no renewal fee required with_ your application.
Changes to the NPDES permit fee schedule took efffect on January 1, 1999.
Consult the enclosed fee schedule to for details.
Send the completed renewal package to:
Mr. Charles H. Weaver, Jr. .
NC DENR / DWQ / NPDES
P.O. Box 29535
Raleigh, North Carolina 27626-0535

SOC PRIORITY PROJECT: No
To: Permits and Engineering Unit
Water Quality Section
Attention: Charles Weaver H. Jr:
Date: April 20, 1999
NPDES STAFF REPORT AND RECOMMENDATIONS
County: Cabarrus
Permit No_ NC0049441
MRO No. 99-071
PART I - GENERAL INFORMATION
1. Facility and Address: Burlwood Mobile Home Park
1507 Burlwood Road
Concord, N.C. 28025
12. Date of Investigation: N/A (Site was investigated on May 10,
1994 by Mike Parker.)
3. Report.Prepared By: G. T. Chen
4: Person Contacted and Telephone Number: N/A (Billy D.
Plummer, 704/455-9152.)
5.. Directions to Site: From the jct. of SR 1136 (Lower Rocky
River Road), and SR 1215 (Burlwood Road) in southeastern
Cabarrus County, travel west on SR 1215 approximately 0.4
mile to the end of the road. The proposed site for the MHP
is at the end of SR 1215.
6. Discharge Point(s), List for all discharge Points: -
Latitude: 350 17' 27" Longitude: 800 36' 24"
Attach a USGS Map Extract and indicate treatment plant site
and discharge point on map.
USGS Quad No.: F 16 SE USGS Quad Name: Concord SE, NC
T. Site size and expansion area consistent with application:
Yes.

PPPPFP_ . . I
8. Topography (relationship to flood plain included): Gently
rolling, 1-5% slopes. The proposed WWTP site is not in the
100 year flood plain.
9. Location of Nearest Dwelling: Approx. 400-500 feet from the
proposed WWTP site.
10. Receiving Stream or Affected Surface Waters: Reedy Creek
a.. Classification: C
b. River Basin and Subbasin No..: Yadkin -Pee Dee &.03-07-11
C. Describe receiving stream features and .pertinent
.downstream uses: The receiving .stream is a medium size
.creek. The proposed discharge location is approximately
0.5 mile downstream from an existing discharger - Cedar
Park Estates WWTP (NC0034711).
PART.II - DESCRIPTION OF DISCHARGE AND TREATMENT WORKS
1. a. Volume of Wastewater to be permitted: 0.030 MGD
(Ultimate Design Capacity)
b. What is the current permitted capacity of the
wastewater treatment facility? 0.030 MGD
C. Actual treatment capacity of current facility (current
design capacity): N/A (Facility has not been built)
d. Date(s) and construction activities allowed by previous
ATCs issued in the previous two years: None
I
e. Description of existing or substantially constructed
WWT facilities: There are no existing WWT facilities.
f. Description of proposed WWT facilities: The permittee
has received an ATC (issued on. February 28, 1991) to
construct the following WWT units: flow equalization
followed by a bar screen, aeration, clarification, an
aerated sludge holding 'tank, instrumented flow
measurement., and tablet disinfection.-
9- Possible toxic impacts to surface waters: Chlorine
will be used for disinfection..
h. Pretreatment Program (POTWs only): Not Needed.
2

PPPPP_ - - I
a
2. Residual handling and utilization/disposal scheme:
Residuals will be removed and transported by Roto-Rooter of
Rowan County to the Rocky River WWTP in Concord for final
disposal.
3.. Treatment Plant Classification (attach completed rating
sheet): Class II (the facility has not been built, no change
of rating, no rating sheet attached)
4. - SIC. Code (s) : 6516
Wastewater Code(s): 08
MTU Code (s) : 06017
PART.III OTHER PERTINENT INFORMATION
1. Is this facility being constructed with Construction Grant
Funds or are any public monies involved (municipals only)?
N/A
2. Special monitoring or limitations (including toxicity)
requests: None at this time.
3: Important SOC/JOC or Compliance Schedule dates: N/A
4. Alternative Analysis Evaluation
Spray Irrigation: There is no information in the MRO files
.that documents whether or not this non -discharge option has
been evaluated, however, it is doubtful whether sufficient
area (with acceptable soils) exists at this location. Since
an ATC has been issued, further, evaluation of this option is
not necessary.
Connect to regional sewer system: There is no regional
sewer collection system available to the site.
Subsurface: Ditto item , (a) above.
Other disposal options: Not evaluated.
PART IV - EVALUATION AND RECOMMENDATIONS
NPDES Permit No. NC0049441 was issued to Mr.. Billy Plummer
(the Permittee) for the construction and operation of a
wastewater treatment plant to serve the.Burlwood Mobile Home Park
3

(not yet built). An Authorization To Construct was issued to the
permittee on February 28, 1991. However, construction of the WWT
facility has not yet begun. There has been no changes to either
the proposed WWT facilities approved in the ATC and/or the point
of discharge. It should be pointed out that there is an existing
discharger (Cedar Park Estates, Inc., Permit No. NC0034711)
approximately 0.5 mile upstream of the proposed discharge
location.
Pending receipt and approval of the WLA (no changes
anticipated), it is recommended that the Permit be renewed as
requested.
Signat e of Report Preparer Date
Water Quality R94ional Supervisor Date
4

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State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
Kerr .T.- Stevens, Director
Mr. Billy D. Plummer
Burlwood Mobile Home Park
1507 Burlwood Road
Concord, North Carolina 28025
Dear Mr. Plummer:
April 1, 1999
kc,el �-/Z�-ff" �c
AVZ-41a;W,A
00
NCDENR
TH'CP:ROLINP.t;DEPARTMENT OF
ENVIRONMENT -AN i'T?IAT! RR ;RESOURCES
APR .. � "- 1999
Subject: NPDES Permit Renewal Applications
Permit NCO049441
Burlwood MHP WWTP
Cabarrus County
The Division received your permit renewal application on March 18, 1999. Thank you for
submitting this package in a timely fashion.
The permit renewal for this facility will be assigned to a member of the NPDES Unit staff.
That staff member will contact you if further information is needed to complete the permit
renewal. I regret to inform you that we have lost several staff members in the past few months,
leaving the NPDES Unit with four vacant positions. This staff shortage is causing delays in our
processing of permit renewals. Our remaining staff are currently reviewing Authorizations to
Construct, speculative limit requests, major permit modifications and 201 plan reviews ahead of
permit renewals. This is necessary due to a variety of factors, including mandatory deadlines in
the statutes which govern our program.
If this staff shortage delays reissuance of NCO049441, the existing requirements in your
permit will remain in effect until the permit is renewed (or other action is taken by the Division).
We appreciate your patience and understanding while we operate with diminished resources. If
you have any additional questions concerning renewal of the subject permit, please contact me at
[phone], extension 511.
Sincerely,
" Charles H. Weaver, Jr.
NPDES Unit
cc: Central Files
Mooresvil1e_Regi9naFGffice,_ Water _Quality Section's
NPDES File
P.O. Box 29535,.Raleigh, North Carolina 27626-0535 919 733-5083, extension 511 (fax) 919 733-0719
An Equal Opportunity Affirmative Action Employer [e-mail]

March 15, 1999
Mr. Charles H. Weaver, Jr.
NC DENR / DWQ / NPDES
Post Office Box 29535
Raleigh, North Carolina 27626-0535
RE: NPDES PERMIT NO. NC0049441
CABARRUSCOUNTY
Dear Mr. Weaver:
I, Billy Plummer, request renewal of discharge permit No. NC0049441. Attached is
completed short form D, Application for Permit to Discharge, dated March 15, 1999.
I intend to contract with Roto-Rooter of Rowan to dispose of sludge as described in the
attached letter of February 19, 1991 from Roto-Rooter.
Sincerely,
Billy D. Plummer
Enclosure

NPDES PERMTT.APPLICATION -SHORT FORM D
To be filed only by dischargers of 100% domestic wastewater (<1 MGD flow)
N. C Department of Environment and Natural Resources
Division of Water Quality / NPDES Unit
P. O. Box 29535, Raleigh, NC• 27626-0535
North Carolina NPDES Permit Number NC00 �/
( known)..
lrnown Please print or type ._.
1. Mailing address of applicant:
Facility Name
Owner Name-. - _ .. _
Street Address
City
State
ZIP Code
Telephone Number
Fax Number
e-mail Address
, iJRL Wo JG7 0,6 t3/L x/i2
/✓F�L GUoO T.� �d/�17
G,
2. Location of facility producing discharge:
Name (If different. from above)
Facility Contact Person
Street Address or State Road
City /. Zip Code
County
Telephone Number
3. Reason for application:
Expansion/Modification
Renewal
Existing Unpermitted Discharge
.New Facility
* Please provide a description of the expansion/modification:
4. Desorption of the existing treatment facilities (list all installed components with capacities):
Version 9197
Page 1 of 2

NPDES PERMIT APPLICATION. -,.SHORT FORM D
To be filed only by.dischargers of 100%:domestic wastewater (<1 MGD flow)
5. Description of wastewater (check all that apply):
TvnP of Facility Generating Wastewater-'
Industrial Number ­of Employees
Commercial Number of Employees
Residential Number of Homes
School Number of Students/Staff
Other iV Uwaz--/l a� Z—Wp o
Describe the source(s) of wastewater (example: subdivision, mobile home park, etc.):
6. Number of separate wastewater discharge pipes (wastewater outfalls):
O /.
7 - If the facility has multiple discharge outfalls, record the source(s) of wastewater for each outfall:
8. Name of receiving water(s) (Provide a map showing the exact location of each outfall):
I certify that I am familiar. with. the information contained in the application and
that to the best of my knowledge and belief such information is true, complete, and
accurate.
Printed N a of Person Signing
e5 AW z�/Z-
Title
Signature of Applicant ate Stgned
North Carolina General Statute 143=215.6(b)(2) provides that:.. Any person who knowingly makes any
false statement representation; or certification in -any application, record, report, plan, or other
document files or required to be maintained under Article 21 or regulations of the Environmental
Management Commission implementing that Article, or who falsifies, tampers with, or knowingly
renders inaccurate any recording or monitoring device or method required to be operated or maintained
under Article 21 or -regulations of the Environmental Management Commission implementing that
Article, shall be guilty of a misdemeanor punishable by a fine not to exceed $10,000, or by imprisonment
not to exceed six months, or by both (18 U.S.C. Section 1001 provides a punishment by a fine of not more
than $10,000 or imprisonment not more than 5 years, or both for a similar offense.)
Page 2 of 2 - Version 9197

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, S r
. r .. Home Office Hwy. '801 Mt. Ulla, NC 28125 _
Salisbury, NC
633-6324
Kannapolis, NC
932-8365
Concord, NC
788-1702
Statesville, NC
872-3834
Sewer & Drain
.Cleaning
High Pressure Jet
6R-24' Lines
Trenching
Back -Hoe Service.
Septic Tank Service
Cleaning,.
Installation
and Repair
Plumbing '
Installation
and Repair
24 Hour Service
FW=Uary 19, 1"1
Mr. Bill Plu mw
1507 Burlwood Road
Harrisburg, NC 28075
sat Buau:iaood subdivision
Sludge Disposal,, Caban:rW County.
W. Plul Mrs
` In x+egund to our commmsstion by rune conaeming the
tsludge dispowl. from the Btwlwood Subdivis3�vn
" Sewage Tzeaiment Plant. We ' can p i=ida disposal by me me
of a vacum tan)mr truck.
All hauling paixtits will be cbtained by us frrm the city
of Canoed. Disposal of waste win be at the Rocky River
Taaeetm nt Plant in Ccn=d.
If you have any questions en this matter, please call me
at _.(704). 788-1702.0
Sinoexe ly,
Bell Hams
Roto-Rooter of Rowan
BHjdh

State of North Carolina
Department of Environment,
Health and Natural Resources
Mooresville Regional Office
James B. Hunt, Jr:, Governor
Jonathan B. Howes, Secretary
Linda Diane Long, Regional Manager
� )VA
�T
DEHNR
DIVISION OF ENVIRONMENTAL MANAGEMENT
November 29, 1994
Mr. Bill Plummer
1507 Burlwood Road
Concord, North Carolina 28025
Subject: NPDES Permit No. NCO049441
Burlwood Mobile Home Park
Cabarrus County, NC
Dear Mr. Plummer:
. Our records indicate that NPDES Permit No. NCO049441 was
issued on November-21, 1994 for the discharge of wastewater to the
surface waters of the State from your facility. The purpose of
this letter is to advise you of the importance of the Permit and
the liabilities in the event of failure -to comply with the terms
and conditions of the Permit. .If you have not already done so, it
is suggested that you thoroughly read the Permit. Of particular
importance are Pages 4-5.
Pages 4-5 set forth the effluent limitations and monitoring
requirements for your discharge(s). Your discharge(s) must not
exceed any of the limitations set .forth. The section headed
"Monitoring Requirements" describes the measurement frequencies,
sample types and sampling locations. Upon commencement of your
discharge (or operation), you must initiate the required
monitoring. The monitoring results- must be entered on the
reporting forms furnished to you by this Agency. If you have not
received these forms,_ they should be arriving shortly. If you fail
to receive the forms, please contact this Office as quickly as
possible. I have enclosed a sample of the "Effluent" reporting
form (DEM Form MR-1), plus instructions for completing the form.
It is imperative 'that all applicable parts be completed, and the
original and one copy be submitted as.required.
The remaining Parts of the Permit set forth definitions,
general conditions and special conditions applicable to the
operation of wastewater treatment facilities and/or discharge(s).
The conditions include special reporting requirements in the event
of noncompliance, bypasses, treatment unit/process failures, etc.
Also addressed are requirements for a certified wastewater
treatment plant operator if you are operating wastewater treatment
facilities. Any changes in operation of wastewater treatment
919 North Main Street, Mooresville, North Carolina 28115 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

Mr. Bill Plummer
Page Two
November 29, 1994
facilities, quantity and type of wastewater being treated or
discharged, expansions and/or upgrading of wastewater treatment
facilities must be permitted or approved by this Agency.
Failure to comply with the terms and conditions of'an NPDES
Permit subjects the Permittee to enforcement action pursuant to
Section 143-215.6 of the North Carolina General Statutes. A civil.
penalty of up to $10,000 per violation (and/or criminal penalties)
may be assessed for such violations. If you find at any time that
you are unable to comply with the terms and conditions of the
Permit, you should contact this Office immediately. A Consent
Order may be necessary while pursuing action to obtain compliance.
As a final note, an NPDES Permit is normally issued for a
five-year period. Permits are not automatically renewed. Renewal
requests must be submitted to this Agency no later than 180 days
prior to expiration. Please make note of the expiration date of
your Permit. This date is set forth on Page 1 of the Permit. Also
note that NPDES Permits are not transferable. If you, as the
Permittee, cease to need this Permit, then you should request that
the Permit be rescinded.
As mentioned previously, the purpose of this letter is to
advise you of the importance of your NPDES,Permit. Please read the
Permit and contact this Office at 104/663-1699 in Mooresville if
you have any questions or need clarification. We look forward to
providing any. assistance.
Sincerely,
Q ;:� .
4. Rex Gleason, P. E.
Water Quality Regional Supervisor
Enclosure
DRG:s1

State of North Carolina
;�' s Department of Environment,
-J 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. Bill Plummer
1507 Burlwood Road
Concord, NC 28025
Dear Mr. Plummer:
AL
F5 FE
N.C. NDE.
ENVIRONMENT, HEALTH,
& NATURAL RESOURCES
November 21, 1994
NOV 20 1994
DIVISIOR OF EPIVIRORME111AL I'AAHAREMmT,
MOORESVILLl RERIONAI OFFICE
Subject: Permit No. NCO049441
Burlwood Mobile Home Park
Cabarrus County
-
In accordance with your application for discharge permit received on March 9, 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 1-50B 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, EA. 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 Dana Bolden at
telephone number 919/733-5083.
Sincerely,
Original Signed_ By
David A. Goodrich
A. Preston Howard, Jr., P. E.
cc: Mr. Jim Patrick, EPA
'-. —o resville Reg onalOf e
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An F-qua; Oppoiiuniiy Afiiimative Action E_mpiuyer 50%. recycled/ 10;b post -consumer paper

Permit No. NCO049441
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,
Mr. Billy D. Plummer
is hereby authorized to discharge wastewater from a facility located at
Burlwood Mobile Home Park
1507 Burlwood Road
Concord
Cabarrus County
to receiving waters designated as Reedy Creek in the Yadkin -Pee Dee 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 September 30, 1999
Signed this day November 21, 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

Permit No. NC0049441
SUPPLEMENT TO PERMIT COVER SHEET
Mr. Billy D. Plummer
is hereby authorized to:
1. Construct and operate a wastewater treatment facility consisting of flow equilization, bar screen,
aeration, clarification, sludge holding, flow measurement, and tablet disinfection located at
Burlwood Mobile Home Park, 1507 Burlwood Road, Concord, Cabarrus County (See Part III of
this Permit), and
2. After receiving an Authorization to Construct from the Division of Environmental Management,
construct and operate additional treatment units as required to meet the effluent limitation in this
permit, and
3. Discharge from said treatment works at the location specified on the attached map into Reedy
Creek which is classified Class C waters in the Yadkin -Pee Dee River Basin.

A. (). EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS SUMMER (April 1- October 31) Permit No. NCO049441
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
Effluent Characteristics
Flow
BOD, 5 day, 200C
TSS
NH3 as N
Dissolved Oxygen"
Fecal Coliform (geometric mean)
Total Residual Chlorine
Temperature
Temperature
Conductivity
Discharge Limitations
Monitoring
Requirements
Measurement
Sample
"Sample
Monthly Avg. Weekly Avg:
Daily Max
Frequency
jype
Location
0.030 MGD
Continuous
Recorder
I or E
10.0 mg/I
15.0 mg/Fl
Weekly
Grab
E,I
30.0 mg/I
45.0 mg/I.'
Weekly
Grab
E,I
4.0 mg/I
Weekly
Grab
E
Weekly
Grab
E, U, D
200.0 /100 ml
400.0 /100 ml
Weekly
Grab
E, U, D
28.0 µg/I
2/Week
Grab
E
Daily
Grab
E
Weekly
Grab
U, D
Weekly
Grab
E,U,D
* Sample locations: E - Effluent, I -- Influent, U - Upstream at least 100 feet, D Downstream at State Road 1213
** The daily average effluent dissolved oxygen concentration shall not be less than 5.0 mg/l.
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.

A. (). EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS WINTER (November 1 - March 31) Permit No. NCO049441
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:
Effluent Characteristics
Flow
BOD, 5 day, 200C
TSS
NH3 as N.
Dissolved Oxygen"
Fecal Coliform (geometric mean)
Total Residual Chlorine
Temperature
Temperature
Conductivity
Discharge Limitations
Monitoring
Requirements
Measurement
Sample
*Sample
Monthly An, Weekly Avg,,
Daily Max
Frequency
Type
Location
0.030 MGD
Continuous
Recorder
I or E
20.0 mg/I
30.0 mg/1
Weekly
Grab
E,I
30.0 mg/I
45.0 mg/1
Weekly
Grab
E,I
8.0 mg/1
Weekly
Grab
E
Weekly
Grab
E, U, D
200.0 /100 ml
400.0 /100 ml
Weekly
. Grab
E, U, D
28.0 µg/I
2/Week
Grab
E
Daily
Grab
E
Weekly
Grab
U, D
Weekly
Grab
E,U,D
* Sample locations: E - Effluent, I - Influent, U - Upstream at least 100 feet, D - Downstream at State Road 1213.
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.
** The daily average effluent dissolved oxygen concentration shall not be less than 5.0 mg/l.
There shall be no discharge of floating solids or visible foam in other than trace amounts.

PART
Section B. Schedule of Compliance
1. The permittee shall comply with Final Effluent Limitations specified for discharges in
accordance with the following schedule:
Permittee shall comply with Final Effluent Limitations by the effective date of the permit unless
specified below.
2. Permittee shall at all times provide the operation and maintenance necessary to operate the
existing facilities at optimum efficiency.
3. No later than 14 calendar days following a date identified in the above schedule of compliance,
the permittee shall submit either a report of progress or, in the case of specific actions being
required by identified dates, a written notice of compliance or noncompliance. In the latter
case, the notice shall include the cause of noncompliance, any remedial actions taken, and the
probability of meeting the next schedule requirements.

Part II
Page 1 of 14
PART II
STANDARD CONDITIONS FOR NPDES PERMITS
SECTION A. DEFINITIONS
1. Permit Issuing Authority
The Director of the Division of Environmental Management.
Means the Division of Environmental Management, Department of Environment, Health and
Natural Resources.
3. EMC
Used herein means the North Carolina Environmental Management Commission.
4. Act or "the Act"
The Federal Water Pollution Control Act, also known as the Clean Water Act, as amended, 33
USC 1251, et. seq.
5.. Mass/Day Measurements
a. The "monthly average discharge" is defined as the total mass of all daily discharges
sampled and/or measured during a calendar month on which daily discharges are sampled
and measured, divided by the number of daily discharges sampled and/or measured during
such month. It is therefore, an arithmetic mean found by adding the weights of the
pollutant found each day of the month and then dividing this sum by the number- of days
the tests were reported. The limitation is identified as "Monthly Average" in Part I of the
permit.
b. The "weekly average discharge" is defined as the total mass of all daily discharges sampled
and/or measured during the calendar week (Sunday - Saturday) on which daily discharges
are sampled and measured, divided by the number of daily discharges sampled and/or
measured during such week. It is, therefore, an arithmetic mean found by adding the
weights of pollutants found each day of the week and then dividing this sum by the
number of days the tests were reported. This limitation is identified as "Weekly Average"
in Part I of the permit.
c. The "maximum daily discharge" is the total mass (weight) of a pollutant discharged during
a calendar day. If only one sample is taken during any calendar day the weight of pollutant
calculated from it is the "maximum daily discharge." This limitation is identified as 'Daily
Maximum," in Part I of the permit.
d. The "average annual discharge" is defined as the total mass of all daily discharges sampled
and/or measured during the calendar year on which daily discharges are sampled and -
measured, divided by the number of daily discharges sampled and/or measured during such
year. It is, therefore, an arithmetic mean found by adding the weights of pollutants found
each day of the year and then dividing this sum by the number of days the tests were
reported. This limitation is defined as "Annual Average" in Part I of the permit.

Part lI
Page 2 of 14
6. Concentration Measurement
a. The "average monthly concentration," other than for fecal coliform bacteria, is the sum of
the concentrations of all daily discharges sampled and/or measured during a calendar month
on which daily discharges are sampled, and measured, divided by the number of daily
discharges sampled and/or measured during such month (arithmetic mean of the.daily
concentration values). The daily concentration value is equal to the concentration of a
composite sample or in the case of grab samples is the arithmetic mean (weighted by flow
value) of all the samples collected during that calendar day. The average monthly count for
fecal coliform bacteria is the geometric mean of the counts for samples collected during a
calendar month. This limitation is identified as "Monthly Average" under "Other Limits" in
Part I of the permit.
b. The "average weekly concentration," other than for fecal coliform bacteria, is the sum of the
concentrations of all daily discharges sampled and/or measured during a calendar week
(Sunday/Saturday) on which daily discharges are sampled and measured divided by the
number of daily discharges sampled and/or measured during such week (arithmetic mean of
the daily concentration values). The daily concentration value is equal to the concentration
of a composite sample or in the case of grab samples is the arithmetic mean (weighted by
flow value) of all the samples collected during that calendar day. The average weekly count
for fecal coliform bacteria is the geometric mean of the counts for samples collected during
a calendar week. This limitation is identified as "Weekly Average" under "Other Limits" in
Part I of the permit.
c. The "maximum daily concentration" is the concentration of a pollutant discharge during a
calendar day. If only one sample is taken during any calendar day the concentration of
pollutant calculated from it is the "Maximum Daily Concentration". It is identified as
"Daily Maximum" under "Other Limits" in Part I of the permit.
d. The "average annual concentration," other than for fecal coliform bacteria, is the sum of the
concentrations of all daily discharges sampled and/or measured during a calendar year on
which daily discharges are sampled and measured divided by the number of daily,
discharges sampled and/or measured during .such year (arithmetic mean of the daily
concentration values). The daily concentration value is equal to the concentration of a
composite sample or in the case of grab samples is the arithmetic mean (weighted by flow
value) of all the samples collected during that calendar day. The average yearly count for
fecal coliform .bacteria is the geometric mean of the counts for samples collected during a.
calendar year. This limitation is identified as "Annual Average" under "Other Limits" in
Part I of the permit.
e. The "daily average concentration" (for dissolved oxygen) is the minimum allowable amount
of dissolved oxygen required to be available in the effluent prior to discharge averaged
over a calendar day. If only one dissolved oxygen sample is taken over a calendar day, the
sample is considered to be the "daily average concentration" for the discharge. It is
identified as "daily average" in the text of Part I.
f. The "quarterly average concentration" is the average of all samples taken over a calendar
quarter. It is identified as "Quarterly Average Limitation" in the text of Part I of the permit.
g. A calendar quarter is defined as one of the following distinct periods: January through
March, April through June, July -through September, and October through December. ,

Part II
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7. Other Measurements
a. Flow, (MGD): The -flow limit expressed in this permit is the 24 hours average flow,
averaged monthly.. It is determined as the arithmetic mean of the total daily flows recorded
during the calendar month.
b. An "instantaneous flow measurement" is a measure of flow taken at the time of sampling,
when both the sample and flow will be representative of the total discharge.
c. A "continuous flow measurement" is a measure of discharge flow from the facility which
occurs continually without interruption throughout the operating hours of the facility. Flow
shall be monitored continually except for the infrequent times when there may be no flow
or for infrequent maintenance activities on the flow device.
8. Types of Samples
a: Composite Sample:. A composite sample shall consist of.-
(1) a series of grab samples collected at equal time intervals over a 24 hour period of
discharge and combined proportional to the rate of flow measured at the time of
individual sample collection, or
(2) a series of grab samples of equal volume collected over a 24 hour period with the time
intervals between samples determined by a preset number of gallons passing the
sampling point. Flow measurement between sample intervals shall be determined by
use of a flow recorder and totalizer, and the present gallon interval between sample
collection fixed at no greater than,1/24 of the expected total daily flow at the treatment
system, or
(3) a single, continuous sample collected over'a 24 hour period proportional to the rate of
flow.
In accordance with (1) above, the time interval between influent grab samples shall be no
greater.than once per hour, and the -time interval between effluent grab samples shall be no
greater than once per hour except at wastewater treatment systems having a detention time
of greater than 24 hours. In such cases, effluent grab samples may be collected at time
intervals evenly spaced over the 24 hour period which are equal in number of hours to the
detention time of the system in number of days. However, in no case may the time interval
between effluent grab samples be greater than. six (6) hours nor the number of samples less
than four (4) during a 24 hour sampling period. .
b. Grab Sample: Grab samples are individual samples collected over a period of time not
exceeding 15 minutes; the grab sample can be taken manually. Grab samples must be
representative of the discharge or the receiving waters.
9. Calculation of Means
a Arithmetic Mean: The arithmetic mean of any set of values is the summation of the
individual values divided by the number of individual values.
b. Geometric Mean: The geometric mean of any set of values is the Nth root of the product of
the individual values where N is equal to the number of individual values. The geometric
mean is equivalent to the antilog of the arithmetic mean of the logarithms of the individual
values. For purposes of calculating the geometric mean, values of zero (0) shall be
considered to be one (1). '

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Page 4 of 14.
c. Weighted by Flow Value: Weighted by flow value means the summation of each
concentration times its respective flow divided by the summation of the respective flows. -
10. Calendar Day.
A calendar day is defined as the period from midnight of one day until midnight of the next
day. However, for purposes of this permit, any consecutive 24-hour period that reasonably
represents the calendar day may be used for sampling.
11. Hazardous Substance
A .hazardous substance means any substance designated under. 40 CFR Part 116 pursuant to
Section 311 of the Clean Water Act.
12. Toxic Pollutant
A toxic pollutant is any pollutant listed as toxic under Section 307(a)(1) of the Clean Water Act.
SECTION B. GENERAL CONDITIONS
The permittee must comply with all conditions of this permit. Any permit noncompliance
constitutes a violation of the Clean Water Act and is grounds for enforcement action; for permit
termination, revocation and reissuance, or modification; or denial of a permit renewal
application.
a. The permittee shall comply with effluent standards or prohibitions established under
section 307(a) of the Clean Water Act for toxic pollutants and with standards for sewage
sludge use or disposal established under section 405(d) of the Clean Water Act within the
time provided in the regulations that establish these standards or prohibitions or standards
for sewage sludge use or disposal, even if the permit has not yet been modified to
incorporate the requirement.
b. The Clean Water Act provides that any person who violates a permit condition is subject to
a civil penalty not to . exceed $25,000 per day for each violation." Any person who
negligently violates any permit condition is subject to criminal penalties of $2,500 to
$25,000 per day of violation, or imprisonment for not more than 1 year, or both. Any
person who knowingly violates permit conditions is subject to criminal penalties of $5,000
to $50,000 per day of violation, or imprisonment for not more than 3 years, or both. Also,
any person who violates a permit condition may be assessed an administrative penalty not
to exceed $10,000 per violation with the maximum amount not to exceed $125,000. [Ref:
Section 309 of the Federal Act 33 U.S.C. 1319 and 40 CFR 122.41 (a)] .
c. Under state law, a civil penalty of not more than ten thousand dollars ($10,000) per
violation may be assessed against any person who violates or fails to act in accordance with
the terms, conditions, or requirements of a permit. [Ref: North Carolina General Statutes
§ 143-215.6A]
d. Any person may be assessed an administrative penalty by the Administrator for violating
section 301, 302, 306, 307, 308, 318, , or 405 of the Act, or any. permit condition or
limitation implementing any of such sections in a permit issued under section 402 of the
Act. Administrative penalties for Class I violations are not to exceed $10,000 per violation,
with the maximum amount of any Class I penalty assessed not to exceed $25,000.

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Page 5 of 14
Penalties for Class II violations are not to exceed $10,000 per day for each day during
which the violation continues, with the maximum amount of any Class II penalty not to
exceed $125,000.
1._ 4 U
The permittee shall take all reasonable steps to minimize or prevent any discharge or sludge use
or disposal in violation of this permit which has a reasonable likelihood of adversely affecting
human health or the environment.
3. Civil and Criminal Liability
Except as provided in permit conditions on 'Bypassing" (Part II, C-4) and "Power Failures"
(Part. II, C-7), nothing in this permit shall be construed to relieve the permittee from any
responsibilities, liabilities, or penalties for noncompliance pursuant to NCGS 143-215.3,143-
215.6 or Section 309 of the Federal Act, 33 USC 1319. Furthermore, the permittee is
responsible for consequential damages, such as fish kills, even though the responsibility for
effective compliance may be temporarily suspended.
4. Oil and Hazardous Substance Liability
Nothing in this permit shall be construed to preclude the institution of any legal action or relieve
the permittee from any responsibilities, liabilities, or penalties to which the permittee is or may
be subject to under NCGS 143-215.75 et seq. or Section 311 of the Federal Act, 33 USG 1321.
Furthermore, the permittee is responsible for consequential damages, such as fish kills, even
though the responsibility for effective compliance may be temporarily suspended.
The issuance of this permit does not convey any property rights in either real or personal
property, or any exclusive privileges, nor does it authorize any injury to private property or any
invasion of personal rights, nor any infringement of Federal, State or local laws or regulations.
This permit does not authorize or approve the construction of any onshore or offshore physical
structures or facilities or the undertaking of any work in any navigable waters.
7. Severability
The provisions of this permit are severable, and if any provision of this permit, or the
application of any provision of this permit to any circumstances, is held invalid, the application
of such provision to other circumstances, and the remainder of this permit, shall not be affected
thereby.
8. Duty to Provide Information
The permittee shall furnish to the Permit Issuing Authority, within a reasonable time, any
information which the Permit Issuing Authority may request to determine whether cause exists
for modifying, revoking and reissuing, or terminating this permit or to determine compliance
with this permit. The permittee shall also furnish to the Permit Issuing Authority upon
request, copies of records required to be kept by this permit.

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Page 6 of 14
If the permittee wishes to continue an activity regulated by this permit after the expiration date
of this permit, the permittee must apply for and obtain a new permit.
10. Expiration of Permit
The permittee is not authorized to discharge after the expiration date. In order to receive.
automatic authorization to discharge beyond the expiration date, the permittee shall submit such
information, forms, and fees as are required by the agency authorized to issue permits no later
than 180 days prior to the expiration date. Any permittee that has not requested renewal at least
180 days prior to expiration, or any permittee that does not have a permit after the expiration
and has not requested renewal at least 180 days prior to expiration, will subject the permittee to
enforcement procedures as provided in NCGS 143-215.6 and 33 USC 1251 et. seq.
11. Signatory Requirements
All applications, reports, or information, submitted to the Permit Issuing Authority shall be
signed and certified.
a. All permit applications shall be signed as follows:
(1) For a corporation: by a responsible corporate officer. For the purpose of this Section,
a responsible corporate officer means: (a) a president, secretary, treasurer or vice
president of the corporation in charge of a principal business function, or any other
person who performs similar policy or decision making functions for the corporation,
or (b) the manager of one or more manufacturing production or operating facilities
employing more than .250 persons or having gross annual sales or expenditures
exceeding 25 million (in second quarter 1980 dollars), if authority to sign documents
has been assigned or delegated to the manager in accordance with corporate procedures.
(2) For a partnership or sole proprietorship: by a general partner or the proprietor,
respectively; or
(3) For a municipality, State, Federal, or other public agency: by either a principal
executive officer or ranking elected official.
b. All reports required by the permit and other information requested by the Permit Issuing
Authority shall be signed by a person described above or by a duly authorized
representative of that person. A person is a duly authorized representative only if.
(1) The authorization is made in writing by a person described. above;
(2) The authorization specified either an individual or a position having responsibility for
the overall operation of the regulated facility or activity, such as the position of plant
manager, operator of a well or well field, superintendent, a position of equivalent
responsibility, or an individual or position having overall responsibility for
environmental matters for the company. (A duly authorized representative may thus be
either a named individual or any individual occupying a named position.); and
(3) The written authorization is submitted to the Permit Issuing Authority.

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Page 7 of 14
c. Certification. Any person signing a document under paragraphs a. or b. of this section
shall make the following certification:
"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 fines and imprisonment for
knowing violations."
12. Permit Actions
This permit may be modified, revoked and reissued, or terminated for cause. The filing of a
request by the permittee for a permit modification, revocation and reissuance, or termination,
or a notification of planned changes or anticipated noncompliance does not stay any permit
condition.
13. Permit Modification. Revocation and Reissuance, or Termination
The issuance of this permit does not prohibit the permit issuing authority from reopening and
modifying the permit, revoking and reissuing the permit, or terminating the permit as allowed
by the laws, rules, and regulations contained in Title 40, Code of Federal Regulations, Parts
122 and 123; Title 15A of the North Carolina Administrative Code, Subchapter 2H .0100; and
North Carolina General Statute 143-215.1 et. al.
14. Previous Permits
All previous National Pollutant Discharge Elimination System Permits issued to this facility,
whether for operation or discharge, are hereby revoked by issuance of this permit. [The
exclusive authority to operate this facility arises under this permit. The authority to operate the
facility under previously issued permits bearing this number is no longer effective. ] The
conditions, requirements, terms, and provisions of this permit authorizing discharge under the
National Pollutant Discharge Elimination System govern discharges from this facility.
•��•► •' tl•► ►It a hull � � •1 • i• 1111•► •►��:•
MMA
KOMWIM
Pursuant to Chapter 90A-44 of North Carolina General Statutes, and `upon classification of the
facility by the Certification Commission, the permittee shall employ a certified wastewater
treatment plant operator in responsible charge (ORC) of the wastewater treatment facilities.
Such operator must hold a certification of the grade equivalent to or greater than the
classification assigned to the wastewater treatment facilities by the Certification Commission.
The permittee must also employ a certified back-up operator of the appropriate type and any
grade to comply with the conditions of Title 15A, Chapter 8A .0202. The ORC of the facility
must visit each Class I facility at least weekly and each Class II, III, and IV facility at least
daily, excluding weekends and holidays, and must properly manage and document daily
operation and maintenance of the facility and must comply with all other conditions of Title
15A, Chapter 8A .0202. Once the facility is classified, the permittee shall submit a letter to the
Certification Commission which designates the operator in responsible charge- within thirty
days after the wastewater treatment facilities are 50% complete.

Part II
Page 8 of 14
•0 03-- I•
The permittee shall at all times properly operate and maintain all facilities and systems of
treatment and control (and related appurtenances) which are installed or used by the permittee to
achieve compliance with the conditions of this permit. Proper operation and maintenance also
includes adequate laboratory controls and appropriate quality assurance procedures. This
provision requires the operation of back-up or auxiliary facilities or,similar systems which are
installed by a permittee only when the operation is necessary to achieve compliance with the
conditions of the permit.
3. Neel to Halt or Reduce not a Defense
It shall not be a defense for a permittee in an enforcement action that it would have been
necessary to halt or reduce the permitted activity in order to maintain compliance with the
condition of this permit.
4. Bypassing of Treatment Facilities
a. Definitions
(1) "Bypass" means the known diversion of waste streams from any portion of a treatment
facility including the collection system, which is not a designed or established or
operating mode for the facility.
(2) "Severe property damage" means substantial physical damage to property, damage to
the treatment facilities which'causes them to become inoperable, or substantial and
permanent loss of natural resources which can reasonably be expected to occur in the
absence of a bypass. Severe property damage does not mean economic loss caused by
delays in production.
b. Bypass not exceeding limitations.
The permittee may allow any bypass to occur which does not cause effluent limitations to
be exceeded, but only if it also is for essential maintenance to assure efficient operation.
These bypasses are not subject to the provisions of Paragraphs c. and d. of this section.
c. Notice
(1) Anticipated bypass. If the permittee knows in advance of the need for a bypass, it
shall submit prior notice, if possible at least ten days before the date of the bypass;
including an evaluation of the anticipated quality and affect of the bypass.
(2) Unanticipated bypass. The permittee shall submit notice of an unanticipated bypass as
required in Part II, E. 6. of this permit. (24 hour notice).
d. Prohibition of Bypass
(1) Bypass is prohibited and the Permit Issuing Authority may take enforcement action
against a permittee for bypass, unless:
(A) Bypass was unavoidable to prevent loss of life, personal injury or severe property
damage;
(B) There were no feasible alternatives to the bypass, such as the use of auxiliary
treatment facilities, retention of untreated wastes or maintenance during normal

Part H
Page 9 of 14
periods of equipment downtime. This condition is not satisfied if adequate backup
equipment should have been installed in the. exercise of reasonable engineering
judgment to prevent a bypass which occurred -during normal periods of equipment
downtime or preventive maintenance; and
(C) The permittee submitted notices as required under Paragraph c. of this section.
(2) The Permit Issuing Authority may approve an anticipated bypass, after considering its
adverse affects, if the Permit Issuing Authority determines that it will meet the three
conditions listed above in Paragraph d. (1) of this section.
5.
a. Definition.
"Upset " means an exceptional incident in which there is unintentional and temporary
noncompliance with technology. based permit effluent limitations because of factors
beyond the reasonable control of the permittee. An upset does not include noncompliance
to the extent caused by operational error, improperly designed treatment facilities,
inadequate treatment facilities, lack of preventive maintenance, or careless or improper
operation.
b. Effect of an upset.
An upset constitutes an affirmative defense, to an action brought for noncompliance with
such technology based permit effluent limitations if the requirements of paragraph c. of this
condition are met._ No determination made during administrative review of claims that
noncompliance was caused by upset, and before an action for noncompliance, is final
administrative action subject to judicial review.
c. Conditions necessary for a demonstration of upset.
A permittee who wishes to establish the affirmative defense of upset shall demonstrate,
through properly signed, contemporaneous operating logs, or other relevant evidence that:
(1) An upset occurred and that the permittee can identify the cause(s) of the upset;
(2) The permittee facility was at the time being properly.operated; and
(3) The permittee submitted notice of the upset as required in Part II, E. 6. (b) (B) of this
permit. .
(4) The permittee complied with any remedial measures required under Part II, B. 2. of this
permit.
d. Burden of proof.
In any enforcement proceeding the permittee seeking to establish the occurrence of an upset
has the burden of proof.
Solids, sludges, filter backwash, or other pollutants removed in the course of treatment or
control of wastewaters shall be utilized/disposed of in accordance with NCGS 143-215.1 and in
a manner such as to prevent any pollutant from such materials from entering waters of the State.
or navigable waters of the United States. The permittee shall comply with all existing federal

Part II
Page 10 of 14
regulations governing the disposal of sewage sludge. Upon promulgation of 40 CFR Part 503,
any permit issued by the Permit Issuing Authority for the utilization/disposal of sludge may be
reopened and modified, or revoked and reissued, to incorporate applicable requirements at 40
CFR Part 503. The permittee shall comply with applicable 40 CFR Part 503 Standards for the
Use and Disposal of Sewage Sludge (when promulgated) within the time provided in the
regulation, even if the permit is not modified to. incorporate the requirement. The permittee
shall notify the Permit Issuing Authority of any significant change in its sludge use or disposal
practices.
7. Power Failures
The permittee is responsible for maintaining adequate safeguards as required by DEM
Regulation, Title 15A, North Carolina Administrative Code, Subchapter 2H, .0124 Reliability,
to prevent the discharge of untreated or inadequately treated wastes during electrical power
failures either by means of alternate power sources, standby generators or retention of
inadequately treated effluent.
KOXN 0 • •• ••�
1. Representative Samplline
Samples collected and measurements taken, as required herein, shall be characteristic of the
volume and nature of the permitted discharge. Samples collected at a frequency less than daily
shall be taken on a day and time that is characteristic of the discharge over the entire period
which the sample represents. All samples shall be taken at the monitoring points specified in
this permit and, unless otherwise specified, before the effluent joins or is diluted by any other
wastestream, body of water, or substance. Monitoring points shall not be changed without
notification to and the approval of the Permit Issuing Authority.
H1127-34=.-
Monitoring results obtained during the previous month(s) shall be summarized for each month
and reported on a monthly Discharge Monitoring Report (DMR) Form (DEM No. MR 1,1.1, 2,
3) or alternative forms approved by the Director, DEM, postmarked no later than the 30th day
following the completed reporting period
The first DMR is due on the last day of the month following the issuance of the permit or in the
case of a new facility, on the last day of the month following the commencement of discharge.
Duplicate signed copies of these, and all other reports required herein, shall be submitted to the
following address:_
Division of Environmental Management
Water Quality Section
ATTENTION: Central Files
Post Office Box 29535
Raleigh, North Carolina 27626-0535
3. Flow Measurements
Appropriate flow measurement devices and methods consistent with accepted scientific
practices shall be selected and used to ensure the accuracy and reliability of measurements of
the volume of monitored discharges. The devices shall be installed, calibrated and maintained
to ensure that the accuracy of the measurements are consistent with the accepted capability of
that type of.device. Devices selected shall be capable of measuring flows with a maximum
deviation of less than. + 10% from the true discharge rates throughout the range of expected

Part II
Page 11 of 14
discharge volumes. Once -through condenser cooling water flow which is monitored by pump
logs, or pump hour meters as specified in Part I of this permit and based on the manufacturer's
pump curves shall not .be subject to this requirement.
Test procedures for the analysis of pollutants shall conform to the EMC regulations published
pursuant to NCGS 143-215.63 et. seq, the Water and Air Quality Reporting Acts, and to
regulations published pursuant to Section 304(g), 33 USC 1314, of the Federal Water
Pollution Control Act, as Amended, and Regulation 40 CFR 136; or in the case of sludge use or
disposal, approved under 40 CFR 136, unless otherwise specified in 40 CFR 503, unless
other test procedures have been specified in this permit.
To meet the intent of the monitoring required by this permit, all test procedures must produce
minimum detection and reporting levels that are below the permit discharge requirements and
all -dam generated must be reported down to the minimum detection or lower reporting level of
the procedure. If no approved methods are determined capable of achieving minimum
detection and reporting levels below permit discharge. requirements,. then the most sensitive
(method with the lowest possible detection and reporting level) approved method must be used.
5. Penalties for Tampering
The Clean Water Act provides that any person who falsifies, tampers with, or knowingly
renders inaccurate, any monitoring device or method required. to be maintained under this
permit shall, upon conviction, be punished by a fine of not more than $10,000 per violation, or
by imprisonment for not more than two years per violation, or by both. If a conviction of a
person
'is for a violation committed after a first conviction of such person under this paragraph,
punishment is a fine of not more than $20,000 per day of violation, or by imprisonment of not
more than 4 years, or both.
Except for records of monitoring information required by this permit related to the permittee's
sewage sludge use and disposal activities, which shall be retained for a period of at least five
years (or longer as required by 40 CFR 503), the permittee shall retain records of all
monitoring information, including all calibration and maintenance records and all original strip
chart recordings for continuous monitoring instrumentation, copies of all reports required by
this permit, for a period of at least 3 years from the date of the sample, measurement, report
or application. This period may be extended by request of the Director at any time.
7. Recording Results
For each measurement or sample taken pursuant to the requirements of this permit, the
permittee shall record the following information:
a. The date, exact place, and time of sampling or measurements;
b. The individual(s) who performed the sampling or measurements;
c. The date(s) analyses were performed;
d. The individual(s) who performed the analyses;
e. The analytical techniques or methods used; and
f.. The results .of such analyses.

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8. Inspection and Entry
The permittee shall allow the Director, or an authorized representative (including an authorized
contractor acting as a representative of the Director), upon the presentation of credentials and .
other documents as may be required by law, to;
a. Enter upon the permittee's premises where a regulated facility or activity is located or
conducted, or where records must be kept under the conditions of this permit;
b. Have access to and copy, at reasonable times, any records that must be kept under the
conditions of this permit;
c. Inspect at reasonable times any facilities, equipment (including monitoring and control
equipment), practices, or operations regulated or required under this permit; and
d. Sample or monitor at reasonable times, for the purposes of assuring permit compliance or
as otherwise authorized by the Clean Water Act, any substances or parameters at any
location.
SECTION E. REPORTING REQUIREMENTS
1. Change in Discharge
All discharges authorized herein shall be consistent with the terms and conditions of this
permit. The discharge of any pollutant identified in this permit more frequently than or at a
level in excess, of that authorized shall constitute a violation of the permit.
2. Planned Changes
The permittee shall give notice to the Director as soon as possible of any planned physical
alterations or additions to the permitted facility. Notice is required only when:
a. The alteration or addition to a permitted facility may meet one of the criteria for determining
whether a facility is a new source in 40 CFR Part 122.29 (b); or
b. The alteration or addition could significantly change the nature or increase the quantity of
pollutants discharged. This notification applies to pollutants which are subject neither to
effluent limitations in the permit, nor to notification requirements under 40 CFR Part 122.42
(a) (1)•
c. The alteration or addition results in a significant change in the permittee's sludge use or
disposal practices, and such alternation, addition or change may justify the application of
permit conditions that are different from or absent in the existing permit, including
notification of additional use or disposal sites not reported during the permit application
process or not reported.pursuant to an approved land application plan.
3.. Anticipated Noncompliance
The permittee shall give advance notice to the Director of any planned changes in the permitted
facility or activity which may result in noncompliance with permit requirements.

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Page 13 of 14
4. Transfers
This permit is not transferable, to any person except after notice to the Director. The Director
may require modification or revocation and reissuance of the permittee and incorporate such
other requirements as may be necessary under the Clean Water Act.
5. Monitoring_Reports
Monitoring results shall be reported at the intervals specified elsewhere in this permit.
a. Monitoring results must be reported on a Discharge Monitoring Report (DMR) (See Part H.
D. 2 of this permit) or forms provided by the Director for reporting results of monitoring of
sludge use or disposal practices.
b. If the permittee monitors any pollutant more frequently than required by the permit, using
test procedures specified in Part II, D. 4. of this permit or in the case of sludge .use or
disposal, approved under 40 CFR 503, or as specified in this permit, the results of this
monitoring shall be included in the calculation and reporting of the data submitted in the
DMR.
c. Calculations for all limitations which require averaging of measurements shall utilize an
arithmetic mean unless otherwise specified by the Director in the permit.
6. Twenty-four Hour Reporting
a.. The permittee shall report to the central office or the appropriate regional office any
noncompliance which may endanger health or the environment. Any information shall be
provided orally within 24 hours from the time the permittee became aware of the
circumstances. A written submission shall also be provided within 5 days of the time the
permittee becomes aware of the circumstances. The written submission shall contain a
description of the noncompliance,. and its cause; the period of noncompliance, including
exact dates and times, and if the noncompliance has not been corrected, the anticipated time
it is expected to continue; and steps taken or planned to reduce, eliminate, and prevent
reoccurrence of the noncompliance.
b. The following shall be included as information which must be reported within 24 hours
under this paragraph:
(1) Any unanticipated bypass which exceeds any effluent limitation in the permit.
(2) Any upset which exceeds any effluent limitation in the permit.
(3) Violation of a maximum daily discharge limitation for any of the pollutants listed by the
Director in the permit to be reported within 24 hours.
c. The Director may waive the written report on a case -by -case basis for reports under
paragraph b. above of this condition if the oral report has beenreceived within 24 hours.
7. Other Noncompliance
The permittee shall report all instances of noncompliance not reported under Part II. E. 5 and 6.
of this permit ,at the time monitoring reports are submitted. The reports shall contain the
information listed in Part II. E. 6. of this permit.

Part II
Page 14 of 14
8. Other Information
Where the permittee becomes aware that it. failed to submit any relevant facts in a permit
application, or submitted incorrect information in a permit application or in any report to the
Director, it shall promptly submit such facts or information. ,
The permittee shall report by telephone to either the central office or the appropriate regional
office of the Division as soon as possible, but in no case more than 24 hours or on the next
working day following the occurrence or first knowledge of the occurrence of any of the
following;
a. Any occurrence at the water pollution control facility which results in the discharge of
significant amounts of wastes which are abnormal in quantity or characteristic, such as the
dumping of the contents of a sludge digester; the known passage of a slug of hazardous
substance through the facility; or any other unusual circumstances.
b. Any process unit failure; due to known or unknown reasons, that render the facility
incapable of adequate wastewater treatment such as mechanical or electrical failures of
PUMPS, aerators, compressors, etc.
c. Any failure of a pumping station, sewer line, or treatment facility resulting in a by-pass
directly to receiving waters without treatment of all or any portion of the influent to such
station or facility.
Persons reporting such occurrences by telephone shall also file a written report in letter form
within 5 days following first knowledge of the occurrence.
10. Availability of Reports
Except for data determined to be confidential under NCGS 143-215.3(a)(2) or Section 308 of
the Federal Act, 33 USC 1318, all reports prepared in accordance with the terms shall be
available for public inspection at the offices of the Division of Environmental Management. As
required by the Act, effluent data shall not be considered confidential. Knowingly making any
false statement on any such report may result in the imposition of criminal penalties as provided
for in NCGS 143-215.1(b)(2) or in Section 309 of the Federal Act.
11. Penalties for Falsification of Reports
The Clean Water Act provides that any person who knowingly makes any false statement,
representation, or certification in any record or other document submitted or required to be
maintained under this permit, including monitoring reports or reports of compliance or
noncompliance. shall, upon conviction, be punished by a fine of not more than $10,000 per
violation, or by imprisonment for not more than two years per violation, or by both.

PART III
OTHER REQUIREMENTS
A. Construction
No construction of wastewater treatment facilities or additions, to add to the planes treatment
capacity or to change the type of process utilized at the treatment plant shall be begun until
Final Plans and Specifications have been submitted to the Division of Environmental
Management and written approval and Authorization to Construct has been issued.
B. Groundwater Monitoring
The permittee shall, upon written notice from the. Director of the Division of Environmental
Management, conduct groundwater monitoring -as may be required to determine the
compliance of this NPDES permitted facility with the current groundwater standards.
C. Changes in Discharges of Toxic Substances
The permittee shall notify the Permit Issuing Authority as soon as it knows or has reason to
believe:
a.That any activity has occurred or will occur which would result in the discharge, on a
routine or frequent basis, of any toxic pollutant which is not limited in the permit,, if that
discharge will exceed the highest of the following "notification levels";
(1) One hundred micrograms per liter (100 ug/1);
(2)Two hundred micrograms per liter (200 ug/1) for acrolein and acrylonitrile; five
hundred micrograms per liter (500 ug/1) for 2.4-dinitrophenol and for 2-methyl-4.6=
dinitrophenol; and one milligram per liter (1 mg/1) for antimony;
(3) Five (5) times the maximum concentration value reported for that pollutant in the.
permit application.
b. That any activity has occurred or will occur which would result in any discharge, on a
non -routine or infrequent basis, of a toxic pollutant which is not limited in the permit, if
that discharge will exceed the highest of the following "notification levels";
(1) Five hundred micrograms per liter (500 ug/1);
(2) One milligram per liter (1 mg/1) for antimony;
(3) Ten (10) times the maximum- concentration value reported for that pollutant in the
permit application.
D. Requirement to Continually'Evaluate Alternatives to Wastewater Discharges
The permittee shall continually evaluate all wastewater disposal alternatives and pursue the
most environmentally sound alternative of the reasonably cost effective alternatives. If the
facility is in substantial non-compliance with the terms and conditions of the NPDES permit
or governing rules, regulations or laws, the permittee shall submit a report in such form and
detail as required by the Division evaluating these alternatives and a plan of action within
sixty (60) days of notification by the Division.

PART IV
ANNUAL ADMINISTERING AND COMPLIANCE MONITORING FEE REQUIREMENTS
A. The permittee must pay the annual administering and compliance monitoring fee within 30
(thirty) days after being billed by the Division. Failure to pay the fee in a timely manner in
accordance with 15A NCAC 211.0105(b)(4) may cause this Division to initiate action to
revoke the permit.

Oeo
Permit No. NCO049441
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT, HEALTH, AND NATURAL RESOURCER,c. DEPT. of
DIVISION OF ENVIRONMENTAL MANAGEMENT ENVIRONMENT, HEALTH,
Fd NATURAL RESOURCES
PERMIT
SEP 29 t994
TO DISCHARGE WASTEWATER UNDER THE
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEh*ISIGN OF ENVIRONMENTAL MANAGEMENT
MOORESVILLE REGIONAL OFFICE
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,
Mr. Billy D. Plummer
is hereby authorized to discharge wastewater from a facility. located at
Burlwood Mobile Home Park
1507 Burlwood Road
Concord
Cabarrus County
to receiving waters designated as Reedy Creek in the Yadkin -Pee Dee 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
This permit and the authorization to discharge shall expire at midnight on' September 30, 1999
Signed this day
A. Pre �, Jr., P.E., Director
Division �ronmental Management
By Authors of the,Environmental Management Commission

Permit No. NC0049441
SUPPLEMENT TO PERMIT COVER SHEET
Mr. Billy D. Plummer
is hereby authorized to:
1. Construct and operate a wastewater treatment facility consisting of,flow equilization, bar screen,
aeration, clarification, sludge holding, flow measurement, and tablet di s fection located at
Burlwood Mobile Home Park, 1507 Burlwood Road, Concord, Caba s County (See Part III of
this Permit), and
2. After receiving an Authorization to Construct from the Division of Environmental Management,
construct and operate additional treatment units as required to meet the effluent limitation in this
permit, and
3. Discharge from said treatment works at the location specified on the attached map into Reedy
Creek which is classified Class C waters in the Yadkin -Pee Dee River Basin.

A. (). EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS SUMMER (April 1- October 31) Permit No. NCO049441
During the period beginning on the effective date of the permit and lasting until expiration, the Permitted is authorized to discharge from
outfall(s) serial number 001. Such discharges shall be limited and monitored by the permittee as specified below:
Effluent Characteristics
Flow
BOD, 5 day, 200C
TSS
NH3 as N
Dissolved Oxygen"
Fecal Coliform (geometric mean)
Total Residual Chlorine
Temperature
Temperature
Conductivity
Discharge Limitations
Monthly Avg,
0.030 MGD
10.0 mg/I
30.0 mg/I
4.0 mg/I
200.0 /100 ml
Weekly Avg, Daily Max
1,5.0 mg/I
45.0 mg/I
400.0 /100 ml
28.0 µg/I
Monitoring
Requirements
Measurement
Sample
'Sample
Frequency
Tvpe
Location
Continuous
Recorder
I or E
Weekly
Grab
E,I
Weekly
Grab
E,I
Weekly
Grab
E
Weekly
Grab
E, U, D
Weekly
Grab
E, U, D
2/Week '
Grab
E
Daily
Grab
E
Weekly
Grab
U, D
Weekly
Grab
E,U,D
* Sample locations: E - Effluent, I - Influent, U - Upstream at least 100 feet, D - Downstream at State Road 1213
** The daily average effluent dissolved oxygen concentration shall not be less than 5.0 mg/l.
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.

A. (). EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS WINTER (November 1- March 31) Permit No. NCO049441
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:
Effluent Characteristics
Flow
BOD, 5 day, 200C
TSS
NH3 as N
Dissolved Oxygen`*
Fecal Coliform (geometric mean)
Total Residual Chlorine
Temperature
Temperature
Conductivity
Discharge Limitations
Monitoring
Requirements
Measurement
Sample
*Sample
Monthly Avg. Weekly Avg,
Daily Max
Frequency
Type
Location
0.030 MGD
Continuous
Recorder
I or E
20.0 mg/1
30.0 mg/I
Weekly
Grab
E,I
30.0 mg/1
45.0 mg/I
Weekly,
Grab
E,I
8.0 mg/1
Weekly
Grab
E
Weekly
Grab
E, U, D
200.0 /100 ml
400.0 /100 ml
Weekly
Grab
E, U, D
28.0 µg/I
2/Week-
Grab
E
Daily
Grab
E
Weekly
Grab
U, D
Weekly
Grab
E,U,D
* Sample locations: E - Effluent, I - Influent, U - Upstream at least 100 feet, D - Downstream at State Road 1213.
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.
** The daily average effluent dissolved oxygen concentration shall not be less than 5.0 mg/l.
There shall be no discharge of floating solids or visible foam in other than trace amounts.

To: Permits and Engineering Unit
Water Quality Section
Attention: Dana Bolden
SOC PRIORITY PROJECT: No
Date: May 12, 1994
NPDES STAFF REPORT AND RECOMMENDATIONS
County: Cabarrus
NPDES Permit No.: NC0049441
MRO No.: 94=116
PART I - GENERAL INFORMATION
1. Facility and Address: Burlwood Mobile Home Park
1507 Burlwood Road
Concord, N.C. 28025
2. Date of Investigation: May 10, 1994
3. Report Prepared By: Michael L. Parker, Environ. Engr. II
4. Person Contacted and Telephone Number: Billy D. Plummer,
[phone].
5. . Directions to Site: From the jct. of SR 1136 (Lower Rocky
River Road) and SR 1215 (Burlwood Road) in southeastern
Cabarrus County, travel west on .SR 1215 x 0.4 mile to the
end of the road. The proposed site for the MHP is at the end
of SR 1215.
6. Discharge Point(s), List for all discharge Points: -
Latitude: 35° .17' 27"
Longitude: 80` 36' 24"
Attach a USGS Map Extract and indicate treatment plant site
and discharge point on map.
USGS Quad No.: F 16 SE
7. Site size and expansion area consistent with application:
Yes. There is ample area available for the construction of
the WWTP.
8. Topography (relationship to flood plain included): Gently
rolling, 1-5% slopes. The proposed WWTP site appears to be
above the 100 year flood plain elevation..
9. Location of Nearest Dwelling: Approx. 400-500 feet from the
proposed WWTP site.

Page Two
10. Receiving Stream or Affected Surface Waters: Reedy Creek
a. Cl.assification: C
b. River -Basin and Subbasin No.: Yadkin 030711
C. Describe receiving stream features and pertinent
downstream uses: Flow was observed in the receiving
stream (4-6.feet wide x 6-10 inches deep) at the
proposed point of discharge. There is an existing
discharger (NC0034711-Cedar Park Estates) located a
short distance downstream.
PART II - DESCRIPTION OF DISCHARGE AND TREATMENT WORKS
1. a. Volume of Wastewater: 0.030 MGD (Design Capacity)
b. What is the current permitted capacity: 0..030 MGD
c.. Actual treatment capacity of current facility (current
design capacity): N/A
d. Date(s) and construction activities allowed by previous
ATCs issued in the previous two years: An ATC for
construction of the proposed WWTP was issued on
February 28, 1991
e. Description of existing or substantially constructed
WWT facilities: There are no existing WWT facilities.
f. Description of proposed WWT facilities': The permittee
has received an ATC to construct the following WWT
units: flow equalization followed by a bar screen,
aeration, clarification, an aerated sludge holding
tank, instrumented flow measurement, and tablet
disinfection.
g. Possible toxic impacts to surface waters: Chlorine
will be used for disinfection.
h. Pretreatment Program (POTWs only): Not Needed.
2. Residual handling and utilization/disposal scheme:
Residuals will be removed by a tanker truck and transported
for disposal- to the Rocky River WWTP operated by the
Cabarrus County Water & Sewer Authority.
3. Treatment Plant Classification: Less than 5 points; no
rating (include rating sheet). Class II (proposed)
4. .. SIC Code(s): 6516
Wastewater Code(s): 08
5. MTU Code(s): 06007

Page Three
PART III - OTHER PERTINENT INFORMATION
1. Is this facility being constructed with Construction Grant
Funds or are any public monies involved (municipals only)?
No
2. Special monitoring or limitations (including toxicity)
requests: None at this time.
3. Important SOC/JOC or Compliance Schedule dates: N/A
4. Alternative Analysis Evaluation
a. Spray Irrigation: There is no information in the MRO
files that documents whether or not,this non -discharge
option has been evaluated, however, it is doubtful
whether sufficient area (with acceptable soils) exists
At this location. Since an ATC has been issued, further
evaluation of this option is not necessary.
b. Connect to regional sewer system: There is no regional
sewer.collection system available to the site.
C. Subsurface: Ditto item (a) above.
d. Other disposal options: N/A
PART IV - EVALUATION AND RECOMMENDATIONS
Although an ATC has been issued to the permittee,�
construction of the proposed WWT facility has yet to begin. There
has been no change to either the proposed WWT facilities approved
in the ATC and/or the point of discharge.
Pending receipt and approval of the WLA (no changes
anticipated), it is recommended that the Permit be renewed as
requested.
ig ature of eport Preparer Dat
Water Quality RegMbnal Supervisor Date

MEMO
u J
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12
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I
13 \ I
ill 106
535 1 520 000 FEET
VIA
650 1
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36

4,0K .- M
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74 0
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m
RATING SCALE FOR CLASSIFICATION OF WATER POLLUTION CONTROL SYSTEMS
Name of Facility u2� t� �� IWIP
Owner or Contact Person: 1% 1 RfieAzmelL
Mailing Address: /So 7 i W D 4) Go�dz/W /N • �"2A02
County: Telephone:
Present Classification: zr New Facility. Existing Facility
NPDES Per. No. NC00 YLV II Nondisc. Per. No.WQ Health Dept.Per No.
Rated by: /L%eNF/EL 00g4/&2 Telephone: 4 63 /l099 Date: j!6/2_
Reviewed by: Health Dept. Telephone:
_ Regional Office Telephone:
Central Office Telephone:
ORC: Grade: Telephone:
Check Classification(s): Subsurface Spray Irrigation . Land Application
Wastewater Classification: (Circle One) I II III' IV Total Points: 3�
SUBSURFACE CLASSIFICATION
(check
all units that apply)
11
septic tanks
2
pump tanks
3.
siphon or punip-dosing systems
4—sand
fUters
5,
grease trapAnterceptor
6—oil/water
separators
7_
_gravity subsurface treatment and disposal:
b.
pressure subsurface treatment and disposal:
SPRAY pfl@ATION ajosFICAT10N
(check
all units that apply)
1,.,__preliminary
treatment (definition no. 32 )
2.
lagoons
3-septic
tanks
4—pump
tanks
5.
--pumps
6
sand filters
7
grease trapfinterceptor
e.
oU/water separators
p,__disinfedion
10.
chemical addition for nutrient/algae control
11.
spray Irrigation of wastewater
In addition to the above classifications, pretreatment of wastewater In excess of these components shall
bu rated using the point rating system and will require on operator with an appropriate dual certification.
LAND APPLICATION/RESIDUALS CLASSIFICATION (Applies only to permit holder)
1. Land application of biosolids, residuals or contaminated soils on a designated site.
wASTEwATFA TREATMENT FACILITY ct.ASSIFICATION
The following systems shall be assigned a Class I desa;cation, unless the flow is of a significant quantity or the technology is unusually
complex, to require consideration by the Commission on a case -by -case basis: (Check If Appropriate)
1. Oiltwater Separator Systems consisting only of physical separation, pumps and disposal;
2 k/S
Septic Tanand Filter Systems consisting only of septic tanks, dosing apparatus, pumps,sand filters, disinfection
and direct discharye:
3. —Lagoon Systems consisting only of preliminary treatment, lagoons, pumps, disinfection, necessary chemical treatment for
algae or nutrient control, and direct discharge.
4. Closed400p Recycle Systems.
5. Groundwater Remedl on Systems consisting only of of *ater separators, pumps, air -stripping, carbon adsorption, disinfection
and disposal:
6. Aquaculture operations with discharge to surface waters:
7. —Water Plant sludge handling and back -wash water treatment:
e. Seafood processing consisting of screening and disposal.
g. —SiNle4amily discharging systems, wfth the exception of Aerobic Treatment Units, wig be classified a permitted otter July 1,
I or p upon inspect'ion.by the Division, N Is found that the system is not being adequately operated or maintained. Such
systems will be notified of the dasstfication or reclassification by the Commission, In writing.

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j
SLNIOd 14311
(stuiod e1Sildoldde spin) :sel1!j!ouj tueW1Eeit 1G1PmG1sBm 6uiial 1oj peso sl epos 6uiMol(ol eq.L

diffusedor macnanlcai ........... _........................................................... ......................
`o
(m)
Reverse Osmosis........................................._..........................................._.............................................
w?
(n)
Sand or Mixed -Media Fibers low rate ....._...._............._...._........_....._................2
Mphats.......................................................6
(o)
Treatment processes for removal of metal or cyanide..................................................................................I s
'
(p)
treatment processes for removal of toxic materials other than metal or cyanide ----_.----__--------_----_-__-_-15
(7)
91CGETREATMEJT
(a)
Sludge Digestion Tank - Heated(anaerobic).._.._....... _..... .._........ _....... _....... —....... _............................. 10
Aerobic................ ............... ....... .................. _.................. _........................................................ 5
Unheated(anaerobic)............................................................................................ ..........................3
(b)
Sludge Stabilization (chemical or thermal)..................................................................................................5
(c)
Sludge Drying Beds - _..__............... ..... ..............................................................2
VacuumAssisted ......................... _.......................................................... .......... ...... _....... ...... ...........5
(d)
Sludge Elutrlation........................................................................................_...................................5
(0)
Sludge Conditioner (chemical or therm al) ........_......................................_....»_».»........_......._..................5
itSludge
Thickener (gravity) ............ ..................... ........... .._............................ .......................5
(g)
Dissolved Air Fiotatldn Unit (not applicable to a unit rated as (3)(1))...................... _.......... _..._...................6
(h) -
(1)
Sludge Gas Utilization (including gas storage) ............... _._...... ..._......... _......... »........ _......... _...............
Sludge Holding Tank Aerated...............................»._.................................................................
.....
Non -aerated................................. ........................... ............................ .
(J)
Sludge Incinerator (not Includingactivated carbon regeneration) . .......................................................10
(k)
Vacuum Filter. Centrifuge, or Filler Press or other similar dewaterinp devices.._____.:__.. _ _-.._»....._:._-...10
(6)
RESIDUALS UTILIZATIOWDISPOSAL (hduding Incinerated ash)
(a)
Lagoons ......... _..................... :................................................................................................................. 2
(b)
Land Application (surface and subsurface) (see definition 22a)
by contracting to a land application operator or landfill operator who holds the land application permit
(c)
orIandlil permit ........................................................................................................................................2
Dedicated Landfill(burial) by the permutes of the wastewater treatment facility ...................................
(ti)
D6TFC•CTCN
(a)
Chlorination .......................... ................ .........._................ ------- ........................................... .............
(b)
Dechlorination....... ...»...............».......»...._................................»....................._....................................
(c)
Ozone .......... ..._......... ................. ...._... »............................... .................................................... ................
(10)
(d) Radiation ...... ...................................... »..................................................................................... ...... ..........
CHEMICAL ADDITION SYSTEM(S) ( see definition No. 9) (rot applicable to chemical additions rated as hem (3)Q),
(5)(a)(x1).
(6)(a)• (6)(b). Mft (7)(s). (oa). (o)(b) or (g)(c) 5 Points each:
Ust.....
.... ..............._.............._..............................»....»......................._.........................
......... „.._........................... ....................
.................. ........... ..... ........
.... ................._............
................_.......................................................»»...»...............__.........._........5
(11)
MISCELLANEOUS UNITS,IPROCESSES
(a) Holding Ponds, Holding Tanks or Settling Ponds for Organic or Toxic Materials Induct wastes from mining g
operations containing nitrogen or phosphorus compounds In amounts significantly. greater than is comrnon
(b)
for domestic wastewater..........................................:...................................»..........................................A
Effluent Flow Equalization (rot applicable to storage basins which are Irtfterent to lard appileation systems) --- 2
(c)
Stage Discharge (not applicable to storage basins Inherent in land application systems)._ __•--._-.___-
(d)
Pumps ....... ............................. .... ............... .......... .....,...».....,._._...._..............».........*_....:........_ ..
(e)
Stand -By Power Supply.................. _... .»................... ................ ... _...».........._..:........_.............»»....3
.
(f)
Thermal Pollution Cormal Device........................ _ ..... ....................„................_..... ....... 3
TOTALPOINTS........»........».»........».......»....» .......... .......• 3a..
CIASSFIGTION
classI ......... ....:.......„................._........„............_....................._................b-2b Points
. Class 11........».......... _.............. 50 Points
C4assif....... ........... ............................ ........».......................................b1.85 Points
ClassN.... ... .... ........................... ................._....»........................»...86•Up Points
-------------------------------------------------------------
Facilities having a rating of one through four points. Inclusive. do not require a attmed operator.
Facilities having an activated sludge process will be assigned a minimum classification of Class IL
Faeilitlas having treatment processes for the removal of metal or cyanide will be assigned a minimum classification of Class IL
Facilities having traernent processes for the biological removal of phosphorus will be assigned a minimum clarification of`Class Ill.
AW4 DEFINnX S
The following definhlons shall apply throughout this Subchapter.
(1) Activated Carbon Bads. A physical/chemical method for reducing soluble organic materlat from wastewater effluent; The column -type beds used in this
method will have a flow rate varying from two to eight gallon per minute per square foot and may be either upflow or dow nflow carbon beds. Carbon may or
may not be regenerated an the wastewater treatment plant sus;.
(2) Aerated Lagoons. A basin in which of solids are maintained In suspension and by which biological oxidation or organic matter (s reduced through artificially
accelerated transfer of oxygen on a flow -through basis;
(3) Aeration. A process of bringing about Ineknals contact between air or high purity oxygen In a liquid by spraying, agitation or dffusbnX3a).Extended
Aeration. An activated sludge process utilizing a minimum hydraulic detention time of 16 hours.
(4) Agriculturally managed sits. Any she on which a emp Is produced. managed, and harvested (Crop Includes grasses, grains, Vasa, Mc.):
(5) Air Stripping. A process by which the ammonium ion Is first convened to dissolved ammonia (pH adjustment) with the ammonia then released to the
atrnosphere by physical means; or other similar processes which remove petroleum products such as benzene. toluene, and xylens;
(6) Carbon Regeneration. The regeneration of exhausted carbon by the use of a furnace to provide extremely high temperatures which voladlize and oxidize the
absorbed krpuddes;
(7) Carbonaceous Stage. A stage of wastewater treatment designed to achieve %scondary' effluent fkrdts;
(6) Centrifuge. A mechanical device in which centrifugal fora is used to separate solids from liquids or to separate liquids of dtffersrt denst..as:
(9) Chemical Addition Systems- The addition of chemicaf(s) to wastewater at an application point for purposes of Improving soft removal. pH adjustment.
alkafnity control. eta; the capability to experiment with different chemicals and different application points to achieve a specific result will be considered one .
system; the capability to add clemical(s) to dual unfits will be rated as one system; capability to add a chsrmlcai at a di ferwl application poirris for different
purposes wit result in the systems being rated as separate systems;
(10) Chemical Sludge C Kftring. The addition of a chemical compound such as ilme, ferric chloride. or a polymer to wet sludge to coalesce the mass prior to
its application to a dewaterfng dew
(11) Closed Cycle Systems. Use of holding ponds or holding Tanks for containment of wastewater containing inorganic, nor•bxlc materials from a". gravel,
crushed stone or other similar operations. Such "am shall carry a maximum of two points regardless; of pumpig facilities or any other appurtenances;
(12) Combined Removal of Carbonaceous BOO and Nitrogenous Removal by Nhrffcatbr} A single stage system required to achieve permit effluent limits on BOD
and ammonia nitrogen within the same biological reactor.
(13) Dechlorinattor> The partial or corplete reduction of residual chlorine in a liquid by any chemical or physical process:
(14) Denhrificatbn Process: The conversion of nitrate -nitrogen to nitrogen gas;

State of North Carolina
Department of Environment,
Health and Natural Resources A74j;e
Division of Environmental Management
James B. Hunt; , Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., RE., Director
N,T. OF
'>' HEALTH,
'? OI�ItCES
April 14, 1994
Ig�ISI�}II R1•~ E�q''�}�.1!���.ti tAAi]A�GEMERI -
Mr. Billy ummer Subject: NPDES Permit Application
1507 Burlwood Road NPDES Permit No.NC0049441
Concord, North Carolina 25025 Burlwood Mobile Home Park
Dear Mr. Plummer Cabarrus County
This is, to acknowledge receipt of the following documents on March 9, 1994:
Application Form
Engineering Proposal (for proposed control facilities),
Request for permit renewal,
L Application Processing Fee of $200.00,
Engineering Economics Alternatives Analysis,
Local Government Signoff,
Source Reduction and Recycling,
Interbasin Transfer,
Other ,
The items checked below are needed before review can begin:
Application Form_ ,
Engineering proposal (see attachment),
Application Processing Fee of
Delegation of Authority (see attached)
Biocide Sheet (see attached)
Engineering Economics Alternatives Analysis,
Local Government Signoff,
Source Reduction and Recycling,
Interbasin Transfer,
Other
0
P.O.'Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action •Employer 50% recycled/ 10% pc ,-consumer paper

If the application is not made complete within thirty (30) days, it will be
returned to you and may be resubmitted when.complete. '
This application has been assigned to Dana Bolden
(919/733-5083') of our Permits Unit for reviewYou wili be advised of
any
comments recommendations, questions or other information necessary for the
review of --the application.
.I am, by -copy of -this letter, requesting that our Regional Office
.Supervisor prepare a staff report and recommendations regarding this
discharge. If you have any.questions regarding this applications,
please contact the+reviewperson listed above.'
JPColeen
rely,
' - H. Sullins, P.E.
CC: Mooresville Regional Office

March 8, 1994
0
COLEEN SULLINS P.E.
SUPERVISOR, NPDES PERMITS GROUP
PERMITS AND ENGINEERING UNIT
DIVISION OF ENVIRONMENTAL MANAGEMENT
POST OFFICE BOX 29535
RALEIGH, NORTH CAROLINA 27626-0535
Subject: NPDES PERMIT NO. NCO049441
GABARRUSCOUNTY
Dear Mrs. Coleen Sullins P.E.
I, Billy D. Plummer, request renewal of discharge permit No.
NC0049441. Enclosed is the domestic renewal fee of $200.00.
Attached is completed short form D, Application for Permit
to Discharge, dated March 8, 1994.
I intend to contract with Roto- Rooter of Rowan to dispose
of sludge as described in the attached letter of Februrary. 19, 1991
from Roto-Rooter.
Sincerely,
Billy D. Plummer
Enclosure

WrOw
Salisbury, NC
633-6324
Kannapolis, NC
932-8365
Concord, NC
788-1702
Statesville, NC
872-3834
Sewer & Drain
Cleaning
High Pressure Jet
6"-24' Lines
Trenching
Back -Hoe Service
Septic Tank Service
Cleaning,
Installation
and Repair
Plumbing
it! si ;! t;(J1i
and Repair
24 Hour Service
1
COAST. -
TO
COAST
Home, _Office Hwy. 801 Mt. Ulla, NC 28125
F bn%ery 19, 1991
Mr. Bill Plunner
1507 Bizlwood Rcxyd
Haarrisbixg, iW w8075
W_- f3=lwood Subdivision
S-i_-dge Disposal,_ Cabarrus Cot.mty.
Mr. Pluner:
In re-g mxd to our cenverstat is n by phone cc ncernir g the
sltege d?sposal fran ttrt Burlwood ,Subdivision
Sege Treatn-nt Plant. We can provide. disposal by mean
of a vacuLm tanker txw-k .
All hauling permits will be obtained by us from the city
of Ccncord . DisxxeA1 of waste will be at the Rocky River
Waste "7 aunt Plant in Concord.
If you have. any, cn.stions c.n this ,ratter, please call me
at (704) 788--1702.
"incexely,
Bill Hawes
Roto-Rooter of Rcv;an
BH/dh

NORTH CAROLINA DEPT. OF NATURAL KE✓ iuuxuna [uvu
DIVISION OF ENVIRONMENTAL MANAGEMENT
P.O. BOX 27687, RALEIGH, NC 27611
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM APPLICATION, NUMBER
APPLICATION FOR PEPtATT TO'DISCHARGE - SHORT FORM ri _.:- FOR
AGENCY USE DATE RECEIVED
- .- - - -
To be filed only by services; -Wholesale and retail trade,
and other commercial establishments including vessels YEAR Mo. DAY
Oo not attempt to complete this form without reading the accompanying instructions
Please print or type
1. Name, address, and telephone number of facility producing discharge � C 1
A. Name
U L 000
B. Street address 7 4 .
C. City
G�OA(CQRQ 0, State N C
CA�AJZR11 F.'ZIP
E. County -
G. Telephone No. VO 4'
Area
Code
2. SIC
(Leave blank)
O .
3. Number of employees C
4. Nature of business �Q�IG E �o1VWE
5. (a) Check here if discharge occurs all yea rol*or
(b) Check the month(s) discharge occurs:
1, o January- 2. 0 February 3. o March 4, o April 5: o May
a August 9.0 September.' ' 10. o October
6.0 June 7, o July 8.
I I . o November. 12. a December"
(c) How mapv, days per week:
1. i 2_02-3 3.c4 4 E-7
6. Types of waste water discharged to surface waters only (check as applicable)
Flow, .gallons per operating day
Discharge per
operating day
A. Sanitary, daily
average
B. Cooling water, etc.,
daily average
C., other discharge(s),
daily -.average;
Spec i fy
O. Kazimum per:operat-
ing day for combined
discharge (all types)
0.1-999 1 1000-4999 1 5000-9999 1 10,000-
49 999
(1) (2) (3) (4)
PREVIOUS EDITION MAY BE USED
50.000
or more
(5)
Volume treated before.
discharging (percent)
None 0_1- 30- 65- 95-
29.9 64.9 1114.9 100
(6) (7) (8) (9) 1 (10)
m �.6

)_ If any of the types of waste identified in item 6, either treated or un-
treated, are .discharged to places other than surface waters. check below
as applicable.
AVERAGE FLOW. GALLONS PER OPEftATING OAv'
waste water is discharged to: 0.1-999 1000-4999 5000-9999 10,000-49.999 50.000 or more.
(1) (7) (3) (4) (5)
A. Municipal sewer system
b. Underground well
C. Septic tank
U. Evaporation lagoon or pond
E. Other. specify: _ I I _
8. Number of separate discharge points,
a2-3 C.❑ 4-5 D.a 6 or more
g_ Narre of receiving water or waters
10.'Does your discharge contain or is it possioie for your discharge to contain
one or more of the.following substances added as -a result of your operations.
activities. or processes: ammonia, cyanide. aluminumberyllium. cadmium.
chromium, copper. lead, mercu. nickel. selenium, zinc. pfienols. oil and
grease. and chlorine (residual c0 fOR f. e, 1X11e7:eON
A�s B.13 no
I certify that I am familiar with the information contained in the application and
that to the best of my knowledge and belief such information is true. complete. and
accurate.
Printed Na-me of Person Signing
OLCZ Al
- Title ----
Date Appj icati'on Signed
Signature of Applicant
- — •- -- - •-
North Carolina General Statute 143-215 6(b)(2) provides that: Any s
person who knowingly makes
any false statement representation, or certification in any application, record, report, p.
or other document files or required to be maintained under Article 2l'or regulations of the
Environmental Management Commission implementing that Article, or who falsifies,. tampers with,
method required
or knowly renders inaccurate any recording or monitoring device or e
operated or maintained. under Article 21 or regulations•of the Environmental Management nt Commission
C
implementing that Article, shall be guilty of a misdemeanor punishable by a fine not to exceed
$10,000, or by imprisonment not to exceed six months, risonmenthnotlmore.thanS5years
or by ction 1001 provide
or both,
a punishment by a fine of_not more than $10,000 or imp
for a similar offense.)

PERMIT NO.: NCO049441 _
PERMITTEE NAME: Mr. Billy D. Plummer
FACILITY NAME: Burlwood Mobile Home Park
Facility Status: Existing
Permit Status: Renewal
Major
Pipe No.: 001
Minor
Design Capacity: 0.030 MGD
Domestic (% of Flow):
Industrial (% of Flow):
100 %
Comments:
No data in the past three years.
-71--0..
RECEIVING STREAM: Reedy Creek
Class: C
Sub -Basin: 03-07-11
Reference USGS Quad: F16SE
County- Cabarrus
NPDES WASTE LOAD ALLOCATION
. N.C. DEM
ENVIRONMENT,
St NATURAL, RI
SEP 1 N
DIVISION Or ENVIRONMENTAL
— MOORESVILLE REGIONAL
(please attach)
Regional Office: Mooresville Regional Office
Previous Exp. Date: 9/30/94 Treatment Plant Class: II
Classification changes within three miles:
No change within three miles.
Requested by: Dana Bolden Date: 7/25/94
�,Zz�4
Prepared by:�, - Date: ,6/`
Reviewed by: Ll Date: g ac� , --17
Modeler
Date Rec.
#
k k
`1
I -,
'7141
2 .
Drainage Area (mi ), Avg. Streamflow (cfs):
7Q10 (cfs) j , p Winter 7Q10 (cfs) 2—� 30Q2 (cfs),
Toxicity Limits: IWC 4, 5 % Acute/Chronic
m Monitoring:
Parameters_ aO �Pr� i�?�i«r� %ire i� , 6)117 7
Upstream Y Location /P�r� l/Ju �f ui�S�yPu��
Downstream Loeatiof �la,a_)sI (/
Effluent
Characteristics
Summer
Winter
BOD5 (mg/1)
/0
a0
NH3-N (mg/1)
D.O. (mg/1)
�J
TSS (mg/1)
F. Col. (/100 ml)
200
200
pH (SU)
c
y;tZ,(, �i
as
au
Comments: 6r,7i, 1,
i,
u /� P
rP✓,SeGC IlIt�'l�JJ��U�1 LGl arl /ipCp_jSceey �v proFC

Facility Name:
NPDES No.:
Type of Waste:
Facility Status:
Permit Status:
Receiving Stream:
Stream Classification:
Subbasin:
County:
Regional Office:
Requestor:
Date of Request:
Topo Quad:
FACT SHEET FOR WASTELOAD ALLOCATION
Request #
Burlwood Mobile Home Park
NCO049441
Domestic - 100%
A to C recieved 2/28/91; facility is not built
Renewal treat as new
Reedy Creek
7941
N.C. DEPT, OF
ENVIRONMENT, HEALTH,
& NATURAL RESOUR^ES
AUG 15 1994
C DIVISION OF ENVIRONMENTAL MANAGEMENT
030711 MOORESVILLE REGIONAL OFFICE
Cabarrus � Stream Characteristic:
Mooresvillei� USGS # 021243200 weighe
Dana Bolden Date:
7/25/94 Drainage Area (mi2): 30.0
F16SE Summer 7Q10 (cfs): 1
Winter.7Q10 (cfs): 2.78
Average Flow (cfs): 31.82
30Q2 (cfs): 3.86
IWC (%): 4.5%
Wasteload Allocation Summary
(approach taken, correspondence with region, EPA, etc.)
Facility has recieved an A to C; however, they have not begun construction. Therefore,
facility is considered new. The stream flow was updated and weighed against a nearby gage
station. The Rocky River study (executive summary attached) has been completed and it
recommends all new or expanding facilities discharging into the lower Rocky River watersheds
should receive a BODu of 32 mg/1 or less. Furthermore, Level B model illustrates that the
assimilative capacity in Reedy Creek has been ` ocated. Permited wasteflow in Reedy Creek ,
watershed is 1.647 MGD (2.55 cfs) and S7Q10 at mouth of Reedy Creek is 1.40 cfs. I`
recommend BOD5= 10 mg/l and NH3-N = 4 mg/l. Also, recommend a D.O. and Chlorine limit.
Special Schedule Requirements and additional comments from Reviewers:
C,; eTi��cf%d:J a G�i T ' tsc��', ':F nry4%�o•J Dlo �`7af� /Zcc�x�
Recommended by: /"l/G� //� Date:YX� Z�f
Reviewed L-
Instream .
Regional
Permits & Engineering:
RETURN TO TECHNICAL SUPPORT BY:
RLoo� -
P a cc
SEP 1 0 1994

2
CONVENTIONAL PARAMETERS
Existing Limi
Monthly Average
Summer
Winter
Wasteflow (MGD):
0.03
0.03
BOD5 (mg/1):
30
30
NH3N (mg/1):
15
24
DO (mg/1):
TSS (mg/1):
30
30
Fecal Col. V100 ml):
200
200
pH (SU):
6-9
6-9
Residual Chlorine (µg/1):
28
28
Oil & Grease (mg/1):
TP (mg/1):
TN (mg/1):
Recommended Limits:
Monthly Average
Summer
Winter
WQ or EL
Wasteflow (MGD):
0.03
0.03
WQ
BOD5 (mg/1):
10
'A.3-00
WQ
NH3N (mg/1):
4
� S
WQ
DO (mg/1):
5
5
WQ
TSS (mg/1):
30
30
EL
Fecal Col. (/100 ml):
200
200
EL
pH (SU):
6-9
6-9
EL
Residual Chlorine (µg/l):
28
28
EL
TP (mg/1):
TN (mg/1):
LDAIT CHANGES DUE TO:
X_ Parameter(s) are water quality limited. For some parameters, the available load capacity of
the immediate receiving water will be consumed. This may. aft'�ct future water quality based
effluent limitations for additional dischargers within this portion of the watershed.
10)0
No parameters are water quality limited, but this discharge may affect future allocations.

t
INSTREAM MONITORING REQUIREMENTS
Upstream Location: at least 100 ft upstream from effluent
Downstream Location: Downstream from effluent near SR 1213. Travel north' on 1136 take a right o
SR1141then take a left onto SR1213. Sample should betaken in Reedy Cree:
assess via SR 1213.
Parameters: DO, Fecal Coli, Temp, Cond
Special instream monitoring locations or monitoring frequencies:
MISCELLANEOUS INFORMATION & SPECIAL CONDITIONS
Adequacy of Existing Treatment
Has the facility demonstrated e ability to meet the proposed new limits with existing treatment
facilities? Yes No
If no, which parameters cannot be met?
Would a "phasing in" of the new limits be appropriate? Yes' No
If yes, please provide a schedule (and basis for that schedule) with the regional
office recommendations:
If no, why not?
Wasteload sent to EPA? (Major) _N (Y or N)
(If yes, then attach updated evaluation of facility, including toxics spreadsheet, modeling analysis
if modeled at renewal, and. description of how it fits into basinwide plan)
Additional Information attached? (Y or N) If yes, explain with attachments.

EXECUTIVE SUMMARY
Water quality models for three sections of the Rocky River and its tributaries were
joined to produce one calibrated model for 47.6 stream miles in the Yadkin River basin.
This model was used to predict dissolved oxygen and biochemical oxygen demand.
concentrations at low flow conditions for both permitted and summer average discharge
conditions.
The general objective of this project was to provide a tool to assist with
management of wastewater discharge issues in the upper watershed of the Rocky River.
A more specific objective of the project was to provide a model that could be used to
determine the.appropriate waste load allocation for the Charlotte -Mecklenburg Utility
Department (CMUD) Mallard Creek WWIP. CMUD has applied for an expansion of the
Mallard Creek V,'WTP from 3 to 6 MGD.
Results from this model indicate that water quality in the upper watershed of the -
Rocky River is not adequately protected by the current NPDES permit effluent limits.
Under current operating conditions, that are well below -permitted loads, the DO standard
is not predicted to be violated in the Rocky River study area. However, three DO sags are
predicted to drop to or near the stream'standard, indicating that'little assimilative capacity
remains for oxygen consuming wastes. It is recommended that no new or expanded
discharges be permitted in the study area unless an evaluation of engineering alternatives
shows that it is the most environmentally sound alternative. If new or expanding
discharges are permitted, they should receive best available technology limits in the
watersheds above the confluence of Mallard Creek and the Rocky River, due to severely
limited assimilative capacity. Any new or expanding discharge in the lower watersheds of
the Rocky River should receive a total BODu limit of 32 mg/1 or less, equivalent to 10
mg/l BOD5 and 4 mg/l.NH3 for typical domestic discharges. This level of treatment will
protect the DO standard as well as preventing any one discharge from using up 100
percent of the available assimilative capacity of the river.
In addition, it is recommended that Mooresville WVJTP, Mallard Creek WWTP,
and Concord WWTP be encouraged to continue to meet advanced treatment levels. Upon
expansion or modification, Mooresville WWTP and Concord WWTP should receive more
advanced treatment requirements that will protect water quality in the Rocky River. This
will mean advanced tertiary treatment at the Mooresville WWTP and limits at least as
stringent as 10 mg/1 BOD5 (5.7 mg/1 CBOD5) and.4 mg/1 NH3 at the Concord WWTP.
h

R. R ®g NAT1 Ru
-COMAf�I
MAY 0 31993
State of North Carolina
Department of Environment, Health and Natural R 94 INV1R011Rr� ILAAAsfMar
Division of Environmental Management �QRE$Vl((F(0
512 North Salisbury Street • Raleigh, North Carolina 27604 WEE
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
Bill Plummer
1507 Burlwood Road
Concord, NC 28025
Dear Mr. Plummer:
A. Preston Howard, Jr., P. E.
Director
April 30, 1993
Subject: Permit No. NC0049441
Burlwood MHP
Cabarrus County
In accordance with your application for discharge permit received on March 11, 1991, 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, EA. 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 Mr. Charles Alvarez at
telephone number 919r133-5083.
Sincerely,
Original Signed By
Coleen H. Sullins
A. Preston Howard, Jr.
Director
cc: Mr. Jim Patrick, EPA
1 . e 'oval O ce
Pollution Prevention.Pays
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone]
An Equal Opportunity Affirmative Action Employer

Permit No. NCO049441
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT, HEALTH, AND NATURAL RESOURCES
DIVISION OF ENVIRONMENTAL MANAGEMENT
i®e�i©$
PERMIT REso Via►
TO DISCHARGE WASTEWATER UNDER THE �n4 u�r JD
NATIONAL POLLUTANT DISCHARGE FI IMINATI(�N SYSTEMS Q 3 1993:
fl1Y1S10N OF ftlgfRO�IE;EtITAt kINNNA6E�IQ� �ODREStillilo
afflCE
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,
_ Mr. Billy D. Plummer
is hereby authorized to discharge wastewater from a facility located at
Burlwood Mobile Home Park
1507 Burlwood Road
Concord
Cabarrus County
to receiving waters designated as Reedy Creek in the Yadkin -Pee Dee 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 June 1, 1993
This permit and the authorization to discharge shall expire at midnight on September 30, 1994
Signed this day April 30, 1993
Udginal Signed By
Coleen H: Sullins
A. Preston Howard, Jr., P.E., Director
Division of Environmental Management
By Authority of the Environmental Management Commission

Permit No. NC0049441
SUPPLEMENT TO PERMIT COVER SHEET
Mr. Billy D. Plummer
is hereby authorized to:
1. after completion of construction, begin operation of a 0.030 MGD wastewater treatment facility
consisting of an equalization basin, two aeration basins, a clarifier, an aerated sludge holding
tank, a chlorine contact chamber with tablet disinfection and a flow measuring device located at
Burlwood Mobile Home Park, 15W Burlwood Road, Concord, Cabarrus County (See Part III
of this Permit), and
2. Discharge from said treatment works at the location specified on the attached map into Reedy
Creek which is classified Class C waters in the Yadkin -Pee Dee River Basin.

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A. (). EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS SUMMER (April 1 - October 31) Permit No. NCO049441
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 thepermittee as specified below:
Effluent Characteristic.
Flow
BOD, 5 day, 20°C
Total Suspended Residue
NH3 as N
Dissolved Oxygen
Fecal Coliform (geometric mean)
Total Residual Chlorine
Temperature
Conductivity
Discharge Limitation:
Monthly Avg Weekly Avg. Daily Max
0.030 NM
30.0 mg/I 45.0 mg/I
30.0 mg/I 45.0 mg/I
15.0 mg/I
200.0 /100 ml
400.0 /100 ml
Monitoring
Requirements
Measurement
Sample
*Sample
Frequency
Zype
Location
Weekly
Instantaneous
I or E
2/Month
Grab
E
2/Month
Grab
E
2/Month
Grab
E
Weekly
Grab
E, U, D
2/Month
Grab
E, U, D
Daily
Grab
E
Weekly
Grab
E, U, D
Weekly
Grab
U, D
* Sample locations: E - Effluent, I - Influent, U - Upstream at least 100 feet, D - Downstream at State Road 1136
The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units and shall be monitored 2/month at the effluent by grab
sample.
There shall be no discharge of floating solids or visible foam in other than trace amounts: .

A. (). EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS WINTER (November 1 - March 31) Permit No. NC0049441
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:
Effluent Characteristic
Flow
BOD, 5 day, 20°C
Total- Suspended Residue
NH3 as N
Dissolved Oxygen
Fecal Coliform (geometric mean)
Total Residual Chlorine
Temperature
Conductivity
Discharge Limitations
Monthly _ Avg Weekly Avg. Daily Max
0.030 MGD
30.0 mg/I 45.0 mg/I
30.0 mg/I 45.0 mg/I
24.0 mg/I
200.0 /100 ml
400.0 /100 mi
. Monitoring
Requirements
Measurement
Sample
*Sample
Frequency
IX"
Locatlon
Weekly
Instantaneous
I or E
2/Month
Grab
E
2/Month
Grab
E
2/Month
Grab
E
Weekly
Grab
E, U, D
2/Month
Grab
E, U, D
Daily
Grab
E
Weekly
Grab
E, U, D
Weekly
Grab
U, D
* Sample locations: E - Effluent, I - Influent, U - Upstream at least 100 feet, D - Downstream at State Road 1136
The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units and shall be monitored 2/month at the effluent by grab
sample.
There shall be no discharge of floating solids or visible foam in other than trace amounts.

PART I
1. The permittee shall comply with Final Effluent Limitations specified for discharges in
accordance with the following schedule:
Permittee shall comply with Final Effluent Limitations by the effective date of the permit unless
specified below. . ,
2. Permittee shall at all times provide the operation and maintenance necessary to operate the
existing facilities at optimum efficiency.
3. No later than 14 calendar days following a date identified in the above schedule of compliance,
the permittee shall submit either a report of progress or, in the case of specific actions being
required by identified dates, a written notice of compliance or noncompliance. In the latter
-case, the notice shall include the cause of noncompliance, any remedial actions taken, and the
probability of meeting the next schedule requirements.

Part II
Page 1 of 14
PART II
STANDARD CONDITIONS FOR NPDES PERMITS
The Director of the Division of Environmental Management.
2. DEM or Division
Means the Division of Environmental Management, Department of Environment, Health and
Natural Resources.
3. EMC
Used herein means the North Carolina Environmental Management Commission.
4. Act or "the Act"
The Federal Water Pollution Control Act, also known as the Clean Water Act, as amended, 33
USC 1251, et. seq.
5. Mass/Dgy Measurements
a. The "monthly average discharge" is defined as the- total mass of all daily discharges
sampled and/or measured during a calendar month on which daily discharges are sampled
and measured, divided by the number of daily discharges sampled and/or measured during
such month. It is therefore, an arithmetic mean found by adding the weights of the
pollutant found each day of the month and. then dividing this sum by the number of days
the tests were reported. The limitation is identified as "Monthly Average" in Part I of the
permit.
b. The "weekly average discharge" is defined as the total mass of all daily discharges sampled
and/or measured during the calendar week (Sunday - Saturday) on which daily discharges
are sampled and measured, divided by the number of daily discharges sampled and/or
measured during such week. It is, therefore, an arithmetic mean found by adding the
Weights of -pollutants found each day of the week and then dividing this sum by the
number of days the tests were reported. This limitation is identified as "Weekly Average"
in Part I of the permit.
C. The "maximum daily discharge" is the total mass (weight)' of a pollutant discharged during
a calendar day. If only one, sample is taken during any calendar day the weight of pollutant
calculated from it is the "maximum daily discharge." This limitation is identified as "Daily
Maximum," in Part I of the permit.
d. The "average annual discharge" is defined as the total mass of all daily discharges sampled
and/or measured during the calendar year on which daily discharges are sampled and
measured,divided by the number of daily discharges sampled and/or measured during such
year. It is, therefore, an arithmetic mean found by adding the weights of pollutants found
each day of the year and then dividing this sum by the number of days the tests were
reported This limitation is defined as "Annual Average" in Part I of the permit.

Part II
Page 2 'of 14
a. The "average monthly concentration," other than for fecal coliform bacteria, is the sum of
the concentrations of all daily discharges sampled and/or measured during a calendar month
on which daily discharges are sampled and measured, divided by the number of daily
discharges sampled.and/or measured during such month (arithmetic mean of the daily
concentration values). The daily concentration value is equal to the concentration of a
composite sample or in the case of grab samples is the arithmetic mean (weighted by flow
value) of all the samples collected during that calendar day. The average monthly count for .
fecal coliform bacteria is the,geometric mean of the counts for samples collected during a
calendar month. This limitation is identified as "Monthly Average" under "Other Limits" in
Part I of the permit.
b. The "average weekly concentration," other than for fecal coliform bacteria, is the sum of the
concentrations of all daily discharges sampled_ and/or measured during a calendar week
(Sunday/Saturday) on which daily discharges are sampled and measured divided by the
number of daily discharges sampled and/or measured during such week (arithmetic mean of
the daily concentration values). The daily concentration value is equal to the concentration
of a composite sample -or in the case of grab samples is the arithmetic mean (weighted by
flow value) of all the samples collected during that calendar day. The average weekly count
for fecal coliform bacteria is the geometric mean of the counts for samples collected during
a calendar week. This limitation is identified as "Weekly Average" under "Other Limits" in
Part I of the permit:
c. The "maximum daily concentration" is the concentration of a pollutant discharge during a
calendar day. If only one sample is taken during any calendar day the concentration of
pollutant calculated from it is the "Maximum Daily Concentration". It is identified as
"Daily Maximum" under "Other Limits" in Part I of the permit:
d. The "average annual concentration," other than for fecal coliform bacteria, is the sum of the
concentrations of all daily discharges sampled and/or measured during a calendar year on
which daily discharges are sampled and measured divided by the number of daily.
discharges sampled and/or measured during such year (arithmetic mean of the daily
concentration values). The daily concentration value is equal to the concentration of a
composite sample or in the case of grab samples is the arithmetic mean (weighted by flow
value) of all the samples collected during that calendar day . The average yearly count for
fecal coliform bacteria is the geometric mean of the counts for samples collected during a
calendar year. This limitation is identified as "Annual Average" under "Other Limits" in
Part I of the permit.
e. The "daily average concentration" (for dissolved oxygen) is- the minimum allowable amount
of dissolved oxygen required to be available in the effluent prior to discharge averaged
over a calendar day. If only one dissolved oxygen sample is taken over a calendar day, the
sample is considered to be the "daily average concentration" for the discharge. It is
identified as ,"daily;average" in the text of Part I.
f. The "quarterly` average concentration" is the average of all samples taken over a calendar
quarter. It is identified as "Quarterly Average Limitation" in the, text of Part I of the permit.
g. A calendar quarter is defined as, one of the following distinct periods: January through
March, April through June, July through September, and October through December.

Part U
Page 3 of 14
7. Other Measurements .
a. Flow, (MGD):. The flow limit expressed in this permit is the 24 hours average flow,
averaged monthly. It is determined as the arithmetic mean of the total daily flows recorded
during the calendar month.
b. An "instantaneous flow measurement" is a measure of flow taken at the time of. sampling,
when both the sample and flow will be representative of the total discharge.
c: A "continuous flow measurement" is a measure of discharge flow from the facility which
occurs continually without interruption throughout the operating hours of the facility. Flow
shall be monitored continually except for. the infrequent times when there may be no flow
or for infrequent maintenance activities on the flow device.
a: Composite Sample: A composite sample shall consist of:
(1) a series of grab samples collected at equal time intervals over a 24 hour period of
discharge and combined proportional to the rate of flow measured at .the time of
individual sample collection, or
(2) a series of grab samples of equal volume collected over a 24 hour period with the time
intervals between samples determined by a preset number of gallons passing the
sampling point.. Flow measurement between sample intervals shall be determined by
use of a flow -recorder and totalizer, and the present gallon interval between sample
collection fixed at -no greater than 1/24 of the expected total daily flow at the treatment
system, or
(3) a single, continuous sample collected over a 24 hour period proportional to the rate of
flow.
In accordance with (1) above, the time interval between influent grab samples shall be no
greater than once per hour, and the time interval between effluent grab samples shall be no
greater than once per hour except at wastewater treatment systems having a detention time
of greater than 24 hours. In such cases, effluent grab samples may be collected at time
intervals evenly spaced over the 24 hour period which are .equal in number of hours to the
detention time of the system in number of days. However, in nocase may the time interval
between effluent grab samples be greater than six (6) hours nor the number of samples less
than four (4) during a 24 hour sampling period.
b. Grab Sample: Grab samples are individual samples collected over, a period of time not
exceeding 15 minutes; the grab sample can be taken manually. Grab samples must. be
representative of the discharge or the receiving waters.
9. Calculation of Means
a Arithmetic Mean: The arithmetic mean of any set of values is the summation of the
individual values divided by the number of individual values.
b. Geometric Mean: The geometric mean of any set of values is the Nth root of the product of
the individual values where N is equal to the number of individual values.. The geometric
mean is equivalent to the antilog of the arithmetic mean of the logarithms of the individual
values. For purposes of calculating the geometric mean, values of zero (0) shall be
considered to be one (1).

Part 11
Page 4 of 14
c. Weighted by Flow Value: Weighted by flow value means the summation of each
concentration times its respective flow divided by the summation of the respective flows.
10. Calendar Day
A calendar day is defined as the period from midnight'of one day until midnight of the next
day. However, for purposes of this permit, any consecutive 24-hour period that reasonably
represents the calendar day may be used for sampling.
A hazardous substance means any substance designated under 40 CFR Part 116 pursuant to
Section 311 of the Clean Water Act.
• • ' • I M.. _,
A toxic pollutant is any pollutant listed as toxic under Section 307(a)(1) of the Clean Water Act
The permittee must comply with all conditions of this permit. Any permit noncompliance
constitutes a violation of the Clean Water Act and is grounds for enforcement action; for permit
termination, revocation and reissuance, or modification; or denial of a permit renewal
application.
a. The permittee shall comply with effluent standards or prohibitions established under
section 307(a) of the Clean Water Act for toxic pollutants and with standards for sewage
sludge use or disposal established under section 405(d) of the Clean Water Act within the
time provided in the regulations that establish these standards or prohibitions or standards
for sewage sludge use. or -disposal, even if the permit has not yet been modified -to
incorporate the requirement.
b. The Clean Water Act provides that any person who violates a permit condition is subject to
a civil penalty not to exceed $25,000 per day for each violation. Any person who
negligently violates any permit condition is' subject to criminal penalties of $2,500 to
$25,000 per day of violation, or imprisonment for not more than 1 year, or both. Any
person who knowingly violates permit conditions is subject to criminal penalties of $5,000
to $50,000 per day of violation, or imprisonment for not more than 3 years, or both. Also,
any person who violates a permit condition may be assessed an administrative penalty not
to exceed $10,000 per violation with the maximum amount not to exceed $125,000. [Ref:
Section 309 of the Federal Act 33 U.S.C. 1319 and 40 CFR 122.41 (a)]
c. Under state law, a civil penalty of not more than ten thousand dollars ($10,000) per
violation may be assessed against any person who violates or fails to act in accordance with
the terms, conditions, or requirements of a permit. [Ref: North Carolina General Statutes
§ 143-215.6A]
d. Any person may be assessed an administrative penalty by the Administrator for violating
_,section 301, 302, 306, 307, 308, 318, or 405 of the Act, or any permit condition or
limitation implementing any of such sections in a permit issued under section 402 of the
Act. Administrative penalties for Class I violations are not to exceed $10,000 per violation,
with the maximum amount of any Class I penalty assessed not to exceed $25,000.

Part II
Page 5 of 14
Penalties for Class II violations are not to exceed $10,000 per day for each day during
which the violation continues, with the maximum amount of any Class II penalty not to
exceed $125,000.
The permittee shalltake all reasonable steps to minimize or prevent any discharge or.sludge use
or disposal in violation of this permit which has a reasonable likelihood of adversely affecting
human health or the environment.
j .5• %•11 M. I .• -
Except as provided in permit conditions on "Bypassing" .(Part'II, C-4) and 'Power Failures"
(Part II, C-7), nothing in this permit shall be construed to .relieve the permittee from any
responsibilities, liabilities, or penalties for noncompliance pursuant to NCGS 143-215.3,143-
215.6 or Section 309 of the Federal Act, 33 USC 1319. Furthermore, the permittee is
responsible for consequential damages, such as fish kills, even though the responsibility for
effective compliance may be temporarily suspended. .
WWOA . s• • . ., ..
Nothing in this permit shall be construed to preclude the institution of any legal action or relieve
the permittee from any responsibilities, liabilities, or penalties to which the permittee is or may
be subject to under NCGS 143-215.75 et'seq. or Section 311 of the Federal Act, 33 USG 1321.
Furthermore, the permittee is responsible for consequential damages, such as fish kills, even
though the responsibility for effective compliance may be temporarily suspended.
5. Property Rights
The issuance of this permit does not convey any property rights in either real or personal
property, or any exclusive privileges, nor does it authorize any injury to private property or any
invasion. of personal rights, nor any infringement of Federal, State or local laws or regulations.
This'permit does not authorize or approve the construction of any onshore or offshore physical
structures or facilities or the undertaking of any work in any navigable waters.
7. Severability
The provisions of this permit are severable, and if any provision of this permit, or the
application of any provision of this permit to any circumstances, is held invalid, the application
of such provision to other circumstances, and the. remainder of this permit, shall not be affected
thereby.
The permittee shall furnish to the Permit Issuing Authority, within a reasonable time, any
information which the Permit Issuing Authority may request to determine whether cause exists
for modifying, revoking and reissuing, or terminating this permit or to determine compliance
with this permit. The permittee shall also furnish . to the Permit Issuing Authority upon
request, copies of records required to be kept by this permit.

Part 11
Page 6 of 14
If the permittee wishes to continue an activity regulated by this permit after the expiration date
of this permit, the permittee must apply for and obtain a new permit.
The permittee is not authorized to discharge after the expiration date. In order to receive
automatic. authorization to discharge beyond the expiration date, the permittee shall submit such
information, forms, and fees as are required by the agency authorized to issue permits no later
than 180 days prior to the expiration date. Any permittee that has not requested renewal at least
180 days. prior to expiration, or,any permittee that does not have a permit after the expiration
and has not requested renewal at least 180 days prior to expiration, will subject the permittee to
enforcement procedures as provided in NCGS 143-215.6 and 33 USC 1251 et. seq.
All applications, reports, or information submitted to the Permit Issuing Authority shall be
signed and certified.
a. All permit applications shall be signed as follows:
(1) For a corporation: by a responsible corporate officer. For the purpose of this Section,
a responsible corporate officer means:. (a) a president, secretary, treasurer or vice
president of the corporation in charge of a principal business function, or any other
person who performs similar policy or decision making functions for the corporation,
or (b) the manager of one or more manufacturing production or operating facilities
employing more than 250 persons or having gross. annual sales or expenditures
exceeding 25 million (in second quarter 1980 dollars), if authority to sign documents
has been assigned or delegated to the manager in accordance with corporate procedures.
(2) For a partnership or sole proprietorship: by a general partner or the proprietor,
respectively; or
(3) For a municipality, State, Federal, or other public agency: by either. a principal
executive officer or ranking elected official.
b. All reports required by the permit and other information requested by the Permit Issuing
Authority shall be signed by a person .described above or by a duly authorized
representative of that person. A person is a duly authorized representative only if:
(1) The authorization is made in writing by a person described above;
(2) The authorization specified either an individual or a position having responsibility for
the overall operation of the regulated facility or activity, such as the position of plant
manager, operator of a well or well field, superintendent, a position of equivalent
responsibility, or an individual ,or position having overall responsibility for
environmental matters for the company. (A duly authorized representative may'thus be
either a named individual or any individual occupying a named position.); and
(3) The written authorization is submitted to the Permit Issuing Authority.

Part II "
Page 7 of 14
c. Certification. Any person signing a document under paragraphs a, or b. of this section
shall make the following certification:
"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. fines and imprisonment for
knowing violations."
This permit may be modified, revoked and reissued, or terminated for cause. The filing of a
request by the permittee for a permit modification, revocation and reissuance, or termination,
or a notification of planned changes or anticipated noncompliance does not stay any permit
condition:
The issuance of this'permit does not prohibit the permit issuing authority from reopening and
modifying the permit, revoking and reissuing the permit, or terminating the permit as allowed
by the laws, rules, and regulations contained"in Title 40,, Code of Federal Regulations, Parts
122 and 123; Title 15A. of the North Carolina Administrative Code, Subchapter 2H .0100; and
North Carolina General Statute 143-215.1 et. al.
14. Previous Permits
All previous National Pollutant Discharge Elimination System Permits issued to this facility,
whether for operation or discharge, are hereby revoked by issuance of this permit. � [The
exclusive authority to operate this facility arises under this permit. The authority to operate the
facility under previously issued permits bearing this number is no longer effective. ] The
conditions, requirements, terms, and provisions of this. permit authorizing discharge under the
National Pollutant Discharge Elimination System govern discharges from this facility.
SECTION C. OPERATION AND MAINTENANCE OF POLLUTION CONTROLS
I � - • SAT •
Pursuant to Chapter 90A-44 of North Carolina General Statutes, and upon classification of the
facility by the Certification Commission, the permittee shall.employ a certified wastewater
treatment plant operator in responsible charge (ORC) of the wastewater treatment facilities.
Such operator.must hold a certification of the grade equivalent to or greater than the -
classification assigned to the wastewater treatment facilities by the Certification Commission.
The permittee must also employ a certified back-up operator of the appropriate type and any
grade to comply with the conditions of Title 15A, Chapter 8A .0202. The ORC of the facility
must visit each Class I facilityat least weekly and each Class II, III, and IV facility at least
daily, excluding weekends and. holidays, and must properly manage and document daily
operation and maintenance of the facility and must comply with all other conditions of Title
15A, Chapter 8A .0202. Once the facility is classified, the permittee shall submit a letter to the
Certification Commission which designates the operator in responsible charge within thirty
days after the wastewater treatment facilities are 50% complete.

Part Il
Page 8 of 14
!t••- 6;�Y!•1 •.3t.,=1c!.a.
The perrnittee shall at all. times properly operate and maintain all facilities and systems of
treatment and control (and related appurtenances) which are installed or used by the permittee to
achieve -compliance with the conditions of this permit. Proper operation and maintenance also
includes adequate laboratory controls and appropriate quality assurance procedures. This
provision requires the operation of back-up or auxiliary facilities or similar systems which are
installed by a permittee only when the operation is necessary to achieve compliance with the
conditions of the permit.
It shall not be a defense for a permittee in an enforcement action that it would have been
necessary to.halt or reduce the permitted activity in order to maintain compliance with the
condition of this permit.
a. Definitions
(1) 'Bypass" means the known diversion of waste streams from any portion of a treatment
- facility including the collection system, which is not a designed or established or
operating mode for the facility.
(2) "Severe property damage" means substantial physical damage to property, damage to
the treatment facilities which causes them to become inoperable, or substantial and
permanent loss of natural resources which can reasonably be expected to occur in the
absence of a bypass. Severe property damage does not mean economic loss caused by
delays in production.
b. Bypass. not exceeding limitations.
The permittee may allow any bypass to occur which does not cause effluent limitations to
be exceeded, but only if it also is for essential maintenance to assure efficient operation.
Thesebypasses are not subject to the provisions of Paragraphs c. and d. of this section.
c. Notice
(1) Anticipated bypass. If the permittee knows in advance of the need for a bypass, it.
shall submit prior notice, if possible at least ten days before the date of the bypass;
including an evaluation of the anticipated quality and affect of the bypass.
(2) Unanticipated bypass.. 'The permittee shall submit notice of an unanticipated bypass as
required in Part H, E. 6. of this permit. (24 hour notice).
d. Prohibition of Bypass
(1) Bypass is prohibited and,the Permit Issuing Authority may take enforcement action
against a permittee for bypass, unless:
(A) Bypass was unavoidable to prevent loss of life, personal injury or severe property
damage;
(B) There were no feasible alternatives to the bypass, such as the use of auxiliary
treatment facilities, retention of untreated wastes or maintenance during normal

Part 1I
Page 9 of 14
periods of equipment; downtime. This condition is not satisfied if adequate backup
equipment should have been installed in the exercise of reasonable engineering
judgment to prevent a bypass which occurred during normal periods of equipment
downtime or preventive maintenance; and
(C) The permittee submitted notices as required under Paragraph ,c. of this section.
(2) The Permit Issuing Authority may approve an anticipated bypass, after considering its
adverse affects, if the Permit Issuing Authority determines that it will meet the three
conditions listed above in Paragraph d. 0) of this section.
5. Upsets
a. Definition.
"Upset " means an exceptional incident in which there is unintentional and temporary
noncompliance with technology. based .permit effluent .limitations because of factors
beyond the reasonable control of the permittee. An upset does not include noncompliance
to the extent caused by operational error, improperly. designed treatment facilities,
inadequate treatment facilities, lack of preventive maintenance, or careless or improper
operation.
b. Effect of an upset.,
An upset constitutes an affirmative defense to an action brought for noncompliance with
such technology based permit'effluent limitations if the requirements of paragraph c. of this
condition are met. No. determination made during administrative review of claims that .
noncompliance was caused- by upset, and' before an action for noncompliance, is final
administrative action subject to judicial review.
c. Conditions necessary for a demonstration of upset.
A permittee who wishes to establish the affirmative defense of upset shall demonstrate;
through properly signed, contemporaneous operating logs, or other relevant evidence that:
(1) An upset occurred and that the permittee can identify the cause(s),of the upset;
(2) The permittee facility was at the time being properly operated; and
(3) The permittee submitted. notice of the upset as required in Part II, E. 6. (b) (B) of this
permit.
(4) The permittee complied with any remedial measures required under Part IL B. 2. of this .
permit.
d. Burden of proof.
In any enforcement proceeding the permittee seeking to establish the occurrence of an upset
has the burden of proof.
6. Removed Substances
Solids, sludges, filter backwash, or other pollutants removed in the course of treatment or
control of wastewaters shall be utilized/disposed of in accordance with NCGS 143-215.1 and in
a manner such as to prevent any pollutant from such materials from entering waters of the State
or navigable waters of the United States. The permittee shall comply with all existing federal

Part II
Page 10 of 14
regulations governing the disposal of sewage sludge. Upon promulgation of 40 CFR Part 503,
any permit issued by the Permit Issuing Authority for the utilization/disposal of sludge may be
reopened and modified, or revoked and reissued, to incorporate applicable requirements at 40
CFR Part 503. The permittee shall comply with applicable 40 CFR Part 503 Standards for the
Use and Disposal of Sewage Sludge (when promulgated) within the time provided in the
regulation, even if the permit is not modified to incorporate the requirement. The permittee
shall notify the Permit Issuing Authority of any significant change in its sludge use or disposal
practices.
7. pier Failures
h
The permittee is responsible for maintaining adequate safeguards as required by DEM
Regulation, Title 15A, North Carolina Administrative Code, Subchapter 2H, .0124 Reliability,
to prevent the discharge of untreated or inadequately treated wastes during electrical power
failures either by means of alternate power sources, standby generators or retention of
inadequately treated effluent.
1. Representative Sampling
Samples collected and measurements taken, as required herein, shall be characteristic of the
volume and nature of the permitted discharge.. Samples collected at a frequency less than daily
shall be taken on a day and time that is characteristic of the discharge over the entire period
which the sample represents. All samples shall be taken at the monitoring points specified in
this permit and, unless otherwise specified, before the effluent joins or is diluted by any other
wastestream, body of water, or substance. Monitoring points shall not be changed without
notification to and the approval of the Permit Issuing Authority.
Monitoring results obtained during the previous month(s) shall be summarized for each month
and reported on a, monthly Discharge Monitoring Report (DMR) Form (DEM No. MR 1,1.1, 2,
3) or alteriiative forms approved by the Director, DEM, postmarked no later than the 30th day
following the completed reporting period.
The first DMR is due on the last day of the month following. the issuance of the permit or in the
case of a new facility, on the last day of the month following the commencement of discharge.
Duplicate signed copies of these, and all other reports required herein, shall be submitted to the
following address:
Division of Environmental Management
Water Quality Section
ATTENTION: Central Files
Post Office Box 29535
Raleigh, North Carolina 27626-0535
3. Flow Measurements
Appropriate flow measurement devices and methods consistent with accepted scientific
practices shall be selected and used to ensure the accuracy and reliability of measurements of
the volume of monitored discharges. The devices shall be installed, calibrated and maintained
to ensure that the accuracy of the measurements are consistent with the accepted capability of
that type of device. Devices selected. shall be capable of measuring flows with a maximum
deviation of less than + 10%. from the true discharge rates throughout the range of expected

Part II
Page 11 of 14
discharge volumes. Once -through condenser cooling water flow which is monitored by pump
logs, or pump hour meters as specified in Part.I of this permit and based on the manufacturer's
pump curves shall not be subject to this requirement.
Mao. To
Test procedures for the analysis of pollutants shall conform to the EMC regulations. published
pursuant to NCGS 143-215.63.et. seq, the Water and Air Quality Reporting Acts, and to
regulations published pursuant to Section 304(g), 33 USC 1314; of the Federal Water
Pollution Control Act, as Amended, and Regulation 40 CFR 136; or in the case of sludge use or
disposal, approved under 40 CFR 136, unless otherwise specified in 40 CFR 503, unless
other -test procedures have been specified in this permit.
To meet the intent of the monitoring required by this permit, all test procedures must produce
minimum detection and reporting levels that are below the permit discharge requirements and
all data generated must be reported down to the minimum detection or lower reporting level of
the procedure. If no approved methods are determined capable of .achieving minimum
detection and reporting levels below permit discharge requirements, _then the most sensitive
(method with the lowest possible detection and reporting level) approved method must be used.
The Clean Water Act provides that any person wh6 falsifies, tampers with, or knowingly
renders inaccurate, any monitoring device or method required to. be maintained under this
permit shall, upon conviction, be punished by a fine of not more than $10,000 per violation, or
by imprisonment for not more than two. years per violation, or by both, If.a conviction of a
person is for a violation committed after a first conviction of such person under this paragraph,
punishment is a fine of not. more than $20,000 per day of violation, or by imprisonment of not
more than 4 years, or both.
Except for records of monitoring informationrequired by this permit related to the permittee's
sewage sludge use and disposal activities, which, shall be retained for a period of at least five
years (or longer as required .by 40 CFR 503), the permittee shall retain records of all
monitoring information, including all calibration and maintenance records and all original strip
chart recordings for continuous monitoring instrumentation, copies of all reports required by
this permit, for a period of at least 3 years from the date of the sample, measurement, report
or application. This period may be extended by request of the Director at' any time.
For each measurement or sample taken pursuant to the requirements of this permit, the
petmittee shall record the following information:
a. The date, exact place, and time of sampling or measurements;
b. The individual(s) who performed the sampling or measurements;
c. The date(s) analyses were performed;
d: The individual(s) who performed the analyses;
e. The analytical techniques or methods used; and
f. The results of such analyses.

Part 11
Page 12 of 14
The permittee shall allow the Director, or an authorized representative (including an authorized
contractor acting as a representative of the Director), upon the presentation of credentials and
other documents as may be required by law, to;
a. Enter upon the permittee's premises where a regulated facility or activity is located or
conducted, or where records must be kept under the conditions of this permit;
r
b. Have access to and copy, at reasonable times, any records that must be kept under the
conditions of this permit;
c. Inspect at reasonable times any facilities, equipment (including monitoring and control
equipment), practices, or operations regulated or required under'this permit; and
d. Sample or monitor at reasonable times, for the purposes of assuring permit compliance or
as otherwise authorized by the Clean Water Act, any substances or parameters at any
location.
NUN I • ► I M 1010 tM t MI M 1014*41811t ui ►I
1. Change in Discharge
All discharges authorized herein shall be consistent with the terms and conditions of this
permit. The discharge of any pollutant identified in this permit more frequently than or at a
level in excess of that authorized shall constitute a violation of the permit.
2. Planned Changes
The permittee shall give notice to the Director as soon as possible of any planned physical
alterations or additions to the permitted facility. Notice is required only when:
a. The alteration or addition to a permitted facility may meet one of the criteria for determining
whether a facility is a new source in 40 CFR Part 122.29 (b); or
b.- The alteration or addition could significantly change the nature or increase the quantity of
pollutants discharged. This notification applies to pollutants which are subject neither to
effluent limitations in the permit, nor to notification requirements under 40 CFR Part 122.42
,-(a) (1)•
c. The alteration or addition results in a significant change in the permittee's sludge use or
disposal practices, and such alternation, addition or change may justify the application of
permit conditions that are different from or absent in the existing permit, including
notification of additional use or disposal sites not reported during the permit application
process or not reported pursuant to an approved land application plan.
3. Anticipated Noncompliance -
The permittee shall give advance notice to the Director of any planned changes in the permitted
facility or activity which may result in noncompliance with permit requirements.

Part II
Page 13 of 14
4. Transfers
This permit is not transferable to any person except after notice to the Director. The Director
may require modification or revocation and reissuance of the permittee and incorporate such
other requirements as may be necessary under the Clean Water Act. _
5. Monitoring_ Reports
Monitoring results shall be reported at the intervals specified elsewhere in this permit:
a. Monitoring results must be reported on.a Discharge Monitoring Report (DMR) (See Part H.
D. 2 of this permit) or forms provided by the Director for reporting results of monitoring of
sludge use or disposal practices. .
b. If the permitt6e monitors any pollutant more frequently -than required by the permit, using
test procedures specified in Part II, .D. 4. of this permit or in -the case 'of sludge use or
disposal, approved under 40 CFR 503, or as specified in this permit, the results of this
monitoring shall be included in the calculation and reporting of the data submitted in the
DMR
c. Calculations for all limitations which require averaging of measurements shall utilize an
arithmetic mean unless otherwise specified by the Director in the permit.
6. Twenty-four Hour Reporting
a. The permittee shall report to the central office or the, appropriate regional office any
noncompliance which may endanger health or the environment. Any information shall be
provided orally within 24 hours from, the time the permittee became aware of the
circumstances. A written submission shall also be provided within 5 days of the time the
permittee becomes aware of the circumstances.. The written submission shall contain a
description of the noncompliance, and its cause;. the period of noncompliance, including
exact dates and times, and if the noncompliance has no been corrected, the anticipated time
it is expected to continue; and steps taken or planned to reduce, eliminate, and prevent
reoccurrence of the noncompliance.
b. The following shall be included as information which must be reported within "24 hours
under this paragraph:
(1) Any unanticipated bypass which exceeds any effluent limitation.in the permit.
(2) Any upset which exceeds any effluent limitation in the permit.
(3) Violation of a maximum daily discharge limitation for any of the pollutants listed by the
Director in the permit to be reported within 24 hours.
c. The Director may waive the written report on a case -by -case basis for reports under
paragraph b. above of this condition if the oral report has been received within 24 hours.
7. Other Noncompliance
The permittee shall report all instances of noncompliance not reported under Part II. E. 5 and 6.
of this permit at the time monitoring reports are submitted.' The reports shall contain the
information listed in Part II. E. 6. of this permit.

Part II
Page 14 of 14
Where the permittee becomes aware that it failed to submit any relevant facts in a permit
application, or submitted incorrect information in a permit application or in any report to the
Director, it shall promptly submit such facts or information.
The permittee shall report by telephone to either the central office or the appropriate regional
office of the Division as soon as possible, but in no case more than 24 hours or on the next
working day following the occurrence or first knowledge of the occurrence of any of the
following:
a.. Any occurrence at the water pollution control facility which results in the discharge of
significant amounts of wastes which are abnormal in quantity or characteristic, such as the
dumping of the contents of a sludge digester, the known passage of a slug of hazardous
substance through the facility,. or any other unusual circumstances. .
b. Any process unit failure, due to known or unknown reasons,, that render the facility.
incapable of adequate wastewater treatment such as mechanical or electrical failures of
pumps, aerators, compressors, etc.
c. Any failure of a pumping station, sewer line, or treatment facility resulting in a by-pass
directly to receiving waters without treatment of all or any portion of the influent to such
station or facility.
Persons reporting such occurrences by telephone shall also file a written report in letter form .
within 5 days following first knowledge of the occurrence.
WNW1,10,7171ITTMI "I
Except for data determined to be confidential under NCGS 143-215.3(a)(2) or Section 308 of
the Federal Act, 33 USC 1318, all reports prepared in accordance with the terms shall be
available for public inspection at the offices of the Division of Environmental Management. As
required by the Act, effluent data shall not be considered confidential. Knowingly making any
false statement on any such report may result in the imposition of criminal penalties as provided
for in NCGS 143-215.1(b)(2) or in Section 309 of the Federal Act.
The Clean Water Act provides that any person who knowingly makes any false statement,
representation, or certification in any record' or other document submitted or required to be
maintained under this permit, including monitoring reports or reports of compliance or
noncompliance shall; upon conviction, be punished by a fine of not more than $10,000 per
violation, or by imprisonment for not more than two years per violation, or by both. .

PART III
OTHER REQUIREMENTS
A. Construction
No construction of wastewater treatment facilities or additions to add to the plant's treatment
capacity or to change the type of process utilized at the treatment plant shall be begun until
Final Plans and .Specifications have been submitted to the Division of Environmental
Management and written approval and Authorization to Construct has been issued.
B. Groundwater Monitoring
The permittee shall, upon written notice from the Director of the Division of Environmental
Management, conduct groundwater monitoring as may be _required to determine the
compliance of this NPDES permitted facility with the current groundwater standards.
C. Changes in Discharges of Toxic Substances
The permittee shall notify the Permit Issuing Authority as soon as it knows or has reason to
believe:
a.That any activity has occurred or will occur which would result in the discharge, on a
routine or frequent basis; of any toxic pollutant which is not limited in the permit, if that
discharge will exceed the highest.of the following ."notification levels";
(1) One hundred micrograms per liter (100 ug/1);
(2)Two hundred micrograms per liter (200 'ug/1) for acrolein and acrylonitrile; five
hundred micrograms per liter (500 ug/1) for 2.4-dinitrophenol and for 2-methyl-4.6-
dinitrophenol; and one milligram per'liter (1 mg/1) for antimony;
(3) Five (5) times the maximum concentration value reported for that pollutant in the
permit application.
b. That any activity has occurred or will occur which would result in any discharge, on a
non -routine or infrequent basis, of a toxic pollutant which is not limited in the permit, if
that discharge will exceed the highest of the following "notification levels";
(1) Five hundred micrograms per liter (500 ug/1);
(2) One milligram per liter (1 mg/1) for antimony;
(3) Ten (10) times the maximum concentration value reported for that pollutant in the
permit application.
D. Requirement to Continually Evaluate Alternatives to Wastewater Discharges
The permittee shall continually evaluate all wastewater disposal alternatives and pursue the
most environmentally sound alternative of the reasonably cost effective alternatives. If the
facility is in substantial non-compliance with the terms and conditions of the NPDES permit
or governing rules, regulations or laws, the permittee shall submit a report in such form and
detail as required by the Division evaluating these alternatives and a plan of action within
sixty (60) days of notification by the Division.

PART IV
ANNUAL ADMINISTERING AND COMPLIANCE MONPTORING FEE REQUIREMENTS
A. The permittee must pay the annual administering and compliance monitoring fee within 30
(thirty) days after being billed by the Division. Failure to pay the fee in a timely manner in
accordance with 15A NCAC 211 .0105(b)(4) may cause this Division to initiate action to
revoke the permit.
J

State of North Carolina
Department of .Environment, Health, and Natural Resources
Mooresville Regional Office
James a. Runt, Jr., Oovarnor Jonathan S. 8ores, Secretary
DIVISION OF ENVIRONMENTAL MANAGEMENT
May 5, 1993
Mr. Bill Plummer
Burlwood Mobile Home Park
1507 Burlwood Road
Concord, North Carolina 28025
Subject: NPDES Permit No. NCO049441
Burlwood Mobile Home Park
Cabarrus County, NC
Dear Mr. Plummer:
Our records indicate that NPDES Permit Nb. NCO049441 was
issued on April 30, 1993 for the discharge of wastewater to the
surface waters of the State from your facility. The . purpose of
this letter is to advise you -of the importance of the Permit and
the liabilities in the event of failure to comply -with the terms
and conditions of. the Permit. If you have not already done so, it
is suggested that you thoroughly read the Permit. Of particular
importance are Pages 4-5.
Pages 4-5 set forth the effluent limitations 'and monitoring
requirements for your discharge(s). Your discharges) must not
exceed 'any of the limitations set forth. The section. headed
"Monitoring' Requirements" describes the measurement frequencies,
sample types and sampling locations. Upon 'commencement of your
discharge (or operation), you must initiate the 'required
monitoring. The monitoring results must be entered on the
reporting forms'furnished to you by this Agency. If you have not.
received these forms, they should be arriving shortly. If you fail
to receive the forms, please contact this Office as quickly as
possible. I have enclosed a* sample of the "Effluent" reporting
form (DEM Form MR-1)•, plus instructions for completing the form.
It is imperative that all applicable parts be completed, and the
original.and one copy be submitted as required.
- The remaining Parts of the Permit set forth definitions,
general conditions and special conditions applicable to the
PrO. Box M, 9t9 Nash Main Sam Moomw&, NC 2mis4 0 * Telephone ml)4663-inn • FAX m4.663l w
An EqW Opp mmftr Af(iffmdve AM= Emplq)w

Mr.'Bill Plummer
Page Two
May 5, 1993
operation of wastewater treatment facilities and/or discharge(s).
The conditions include special reporting requirements in the event
of -noncompliance, bypasses, treatment unit/process failures, etc.
Also addressed are requirements for- a certified wastewater
treatment plant operator if you are operating wastewater treatment
facilities. Any changes in operation of wastewater treatment
facilities, quantity and type of wastewater being treated or
discharged, expansions and/or upgrading of wastewater treatment
facilities must -be permitted or approved by this Agency.
Failure to comply with the terms and conditions .of an NPDES
_Permit subjects the Permittee to enforcement action pursuant to
Section 143-215.6 of the North Carolina General Statutes. A civil
penalty of up to $10,000 per violation plus criminal penalties may
be assessed for such violations. If you find at any time that you
are unable to comply with the terms.and conditions of the Permit,
you should contact this Office immediately.. A Consent Order may be
necessary while pursuing action to obtain compliance.
As a final, note, an NPDES Permit is normally issued for a
five-year period. Permits are not automatically renewed. Renewal
requests must be submitted to this Agency no later than 180.days-
prior to expiration. Please make note of the .expiration date of
your Permit. This date is set forth on Page 1 of the Permit. Also
note that NPDES Permits are not transferable. If you, as the
Permittee, cease to need this. Permit, then you should request that
the Permit be rescinded.
As mentioned previously, the purpose of this letter is to
advise you of the importance of your NPDES Permit. Please read the
Permit and contact this Office at 704/663-1699 in Mooresville if
you have any questions or need clarification. We look forward to
providing any assistance.
I
Sincerely,
D. Rex Gleason, P. E.
Water Quality Regional Supervisor
Enclosure
DRG:s1

DIVISION OF ENVIRONMENTAL MANAGEMENT
�.
June 14, 1991
Memorandum
To: Mack Wiggins
From: Susan A. Wilson
Through: Carla Sanderson
Ruth C. Swanek Rc ,
Subject: Burlwood Mobile Home Park
NC0049441
Cabarrus County
N.
v `/! Vr
6/� Lit Li: rr i'ir
aFaiiF°lr
Per my conversation with Mike Parker, Environmental Engineer, Mooresville Regional Office,
I offer the following comments in regard to Burlwood MHP:
1) The actual point of discharge is approximately 2000 ft upstream of the point that the previous
model (1986) indicated. The previous model also indicated that the nearby discharger, Cedar Park
Estates, was upstream of Burlwood. These locations will be corrected in our records.
2) Burlwood has already received its Authorization to Construct from DEM. Therefore, the
facility will not be remodelled at this time. The current limits (with standard updates) have been
recommended for renewal of the permit. The facility should be warned, in the permit or by letter,
that because of current and potential problems within the Reedy Creek and Caldwell Creek area,
Burlwood will probably receive more stringent limits in the future.
Mike Parker's map of the actual locations is enclosed. Please call me if you have any
questions.
cc: Marcia Toler-McCullen
tlGi ke Pa ker,M,R- ` O-

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PERMIT NO.: NC0049441
PERNIITTEE NAME:
NPDES WASTE LOAD ALLOCATION
Mr. Billy D. Plummer / Burlwood Mobile �ko*to_
Facility Status: Existing
Permit Status: Renewal
Major Minor �1
Pipe No.:
001
Design Capacity: 0.030 MGD
Domestic (% of Flow):
Industrial (% of Flow):
100 %
Comments:
No data in the past three years.
RECEIVING STREAM: Reedy Creek
Class: C
Sub -Basin:
03-07-11
Reference USGS Quad: F16SE (please attach)
County: Cabarrus
Regional Office: Mooresville Regional Office
Previous Exp. Date: 11/30/91 Treatment Plant Class: 1
Classification changes within three miles:
No change within three miles.
Requested by: Mack Wiggins
Prepared by:
/y
Reviewed by: C
�oA� loq��-� Cs)� tom! •Z(w) /
W Q\G L_ -- �--- L�
Date: 3/26/91
Modeler
Date Rec.
#
5o.,)
3 ze 9
Drainage Area (mil) 3o.�J Avg. Streamflow (cfs):_!
7Q10 (cfs) 1 • („ Winter 7Q10 (cfs) Z • % 30Q2 (cfs) 3 8
Toxicity Limits: IWC % Acute/Chronic
Instream Monitoring:
Parameters F6CAL- cou , Tic F Cpn PLrGTI V►T y
Upstream _�l Location A f Lets-r loo" UPsvzr,4-nx
Downstream Y Location A S(l IiS&
Effluent
Characteristics
Summer
Winter
BOD5 (mg/1)
30
30
NH3-N (mg/1)
(
2:3.(o
D.O. (mg/1)
TSS (mg/1)
50
30
F. Col. (/100 ml)
1,00
Zoo
pH (SU)
6-9
Comments: FaceJTy C905 E NN-,_JJ LIMI 7 IN LIEU of ToxICrry
wufv. &51n1 ff"eEna&ur PLW 4B

-I -
FACT SHEET FOR WASTELOAD ALLOCATIONS
Request # 6175
Facility Name
:Burlwood MHP
NPDES No.
:NC0049441
;tj�( �'•,,
Type of Waste
:100% Domestic
Facility_ Status
:Existing
_ :,.,•;,;,
Permit Status
:Renewal
Receiving Stream
:Reedy Creek
Stream Classification:C
Subbasin
:030711
County
:Cabarrus
Stream Characteristics:
Regional Office
:MRO{L� "'^ ;'_'
=USGS # 0212431950
Date 1986
Requestor
:M. Wiggirjs` -,r,
Drainage
Area:
30.0
sq.mi.
Date of Request
:3/26/91 ;_j
Summer
7Q10:
1.6
cfs
Topo Quad
:F16SE
Winter
7Q10:
2.7
cfs
�!; ? ^�1
Average
Flow:
36
cfs
30Q2:
3.8
cfs
-DE°j•.?T'°i:"T OF gIVIRONMENT
Wasteload Allocation SummarjjfALTH AND NATURAL RESOURCE$
(approach taken, correspondence with region, EPA, etc
Burlwood MHP received an A to C on 2/28/91. Therefore, the facility
must be treated as an "existing" facility. There are many domestic
dischargers along Reedy Creek and along Caldwell Creek which empties into
Reedy Creek. Problems have been reported on Reedy Creek and Caldwell
Creek. Instream monitoring is recommended.
Basin Management plan should take these problem areas into account in
the future. However, due to current regulations and policy, the existing
limits will be renewed. The facility will have a choice between an ammonia
limit and a whole effluent i4oxicity limit.
Special/`Scheduled.,Re'qui±ements and additional commens from Reviewers:
:�(.Z/'C_lirie Lt�J f/1,t�L�l�y �ti� Gf:✓I;jlf P ��., iyf"- (✓'�/.%f: Jl�-/' �L��/L!Oj.,�CC.
Recommended by: .Gem.. Date:
�
Reviewed by
Instream Assessment:
Regional Supervisor:
Date: q /
Date: p
Permits & Engineering: --kc LY s,L Date:
MAY 2 5 1991
RETURN TO TECHNICAL SERVICES BY:

-2-
Existing Limits
Wasteflow (MGD):
BOD5 (mg/1):
NH3N (mg/1):
DO (mg/1):
TSS (mg/1) :
Fecal Coliform (/100 ml):
pH (SU)
Recommended Limits
CONVENTIONAL PARAMETERS
Monthly Average
Summer/Winter
0.03
30/30
30/30
1000/1000
Monthly Average
Summer/Winter
Wasteflow (MGD):
0.03
BOD5 (mg/1) :
30/30
** NH3N (mg/1):
14.4/23.6
DO (mg/1) :
TSS (mg/1) :
30/30
Fecal Coliform (/100 ml):
200/200
pH (SU) :
** Toxicity:
Chronic Q P/F at 2.8%
Daily Maximum
6-9
Daily Maximum
6-9
** Facility should have choice between ammonia limit and whole
effluent toxicity limit.
INSTREAM MONITORING REQUIRMENTS: D.O., Fecal coli, temp, conductivity
Upstream: y Location: at least 100 ft. upstream
Donwstream: y Location: at SR 1136
Limits Changes Due To:
Ammonia Toxicity
Standard update
Parameter(s) Affected
NH3.-N, toxicity
Fecal coli
(explanation of any modifications to past modeling analysis
includidng new flows, rates, field data, interacting discharges, etc.)

NEW—
Ng_5 -t.VToy_
I0/89
Facility Flame &A 1 w0(j2
CHRONIC TOXICITY TESTING REQUIU-NIENT (QR"I'RLY)
The effluent discharge shall at no time exhibit chronic toxicity in any two consecutive toxicity tests,
using test procedures outlined in:
1.) The North Carolina Ceriodaphnia chronic effluent bioassay procedure (North Carolina Chronic
Bioassay Procedure - Revised *September 1989) or subsequent versions.
The effluent concentration at which there may be no observable inhibition of reproduction or
significant mortality is 2.8 % (defined as treatment two in the North Carolina procedure
document). The permit holder shall perform rt r monitoring using this procedure to establish
compliance with the permit condition. The. first test will be performed after thirty days from
issuance of This permit sing the months of'y,R Effluent
sampling for this testing sh9U be performed at the PN DES permitted final effluent discharge below
all treatment processes.
All toxicity testing results required as part of this permit condition will be entered on the Effluent
Discharge Monitoring Form (MR-1) for the month in which it was performed, using the parameter
code TGP3B. Additionally, DEM Form AT- I (original) is to be sent to the following address:
Attention: Environmental Sciences Branch
North Carolina Division of
Environmental Management_.
P.O. Box 27687
Raleigh, N.C. 27611
Test data shall be complete and accurate and include all supporting chemical/physical measurements
Performed iwassociation with the toxicity tests, as well as all dose/response data. Total residual
chlorine of the effluent toxicity sample must be measured and reported if chlorine is employed for
disinfection of the waste stream.
Should any single quarterly monitoring indicate a failure to meet specified limits, then monthly
monitoring will begin immediately until such time that a single test is passed. Upon passing, this
monthly test requirement will revert to quarterly in the months specified above.
Should any test data from this monitoring requirement or tests performed by the North; Carolina
Division of Environmental Management indicate potential impacts to the receiving stream, tills
permit may be re -opened and modified to include alternate monitoring requirements or Iimits.
NOTE: Failure to achieve test conditions as specified in the cited document, such as minimum
control organism survival and appropriate environmental controls, shall constitute an invalid test
and will require immediate retesting(within 30 days of initial monitoring event). Failure to submit .
suitable test results will constitute noncompliance with monitoring requirements.
7Q10 I.6 cfs
Perrnited Flow o, p3 MGD
IWC% 192
Basin & Sub -basin h�in711
Receiving Stream ,,wy
Recei
Y QRus
Recommended by:
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North Carolina
Department of Environment, Health, & Natural Resources
WASTEWATER TREATMENT PLANT OPERATORS
CERTIFICATION COMMISSION
James G. Martin P.O. Box 27687
Governor Raleigh, North Carolina 27611-7687
Telephone [phone]
William W. Cobey, Jr.
Secretary July 25, 1991
CERTIFIED MAIL
RET 4 RECEIPT PEQUESTED
i 1r. Bill Plummer, Omer
Burlwood Mobile Home Park
1507 Burlwood Road
Concord, NC 28025
SUF.?=: Classification of Burlwood Mobile HcTne Park
Wastewater Treatment Facility in Cabarrus County
Permit No. NC0049441
Dear. Mr. Plummer.:
Commission Members
Steve W. Tedder
Chairman
Donald W. Register
Vice -Chairman
Clifton T. Blick
J. Earl Daniels
Donald E. Francisco, Ph.D
A. Ray Griffin
Susan S. Rexrode
The Wastewater Treatment Plant Operators Certification Commission hereby
classifies subject facility as a Class II facility (rating sheet attached).
According to the General Statutes of N. C. you are required to designate a
properly certified operator to be in responsible charge within thirty (30)
days after the fifty percent completion date of subject facility.
This designation can be accomplished IT, ccmpleting and returning the
enclosed postal card prior to that time. This designated individual must
possess a certification equal to or higher than the Class of the facility.
Please respond to tli_Ls--ecnti-remert within_ thirty (30) days of the date of
this letter to avoid further inquiries.
If you have questions on this, or if we can be of assisfarce in anv
manner, please advise.
�n Group
CF/jP
Attachment
cc: V1�1®oL"� i t+iffice

4j/
•
:1
State of North Carolina
Department of Environment, Health, and Natural Resources
Mooresville Regional Office
James G. Martin, Governor Albert F. Hilton, Regional Manager
William W. Cobey, Jr., Secretary
DIVISION OF ENVIRONMENTAL MANAGEMENT
May 6, 1991
Mr. Billy D. Plummer, Owner
Burlwood Mobile Home Park
1507 Burlwood Road
Concord, North Carolina 28025
Subject: Revised Waste Load Allocation
Burlwood Mobile Home Park
NPDES Permit No. NCO049441
Cabarrus-County
Dear Mr. Plummer:
Attached please find a copy of the revised Waste Load
Allocation for your facility as promulgated by our Technical
Support Group. This revision incorporates changes and/or
modifications determined to be necessary since the Permit was
last issued.
The changes/modifications as noted are to be included in the
renewed Permit. Please contact this Office as soon as possible
with any comments you may have. A response is necessary for those
changes which have been highlighted.
If you have any questions regarding this matter, please
contact Mr. Rex Gleason, Water Quality Regional Supervisor, or me
at [phone].
MLP/mlp
Sincerly,
Michael L. Parker
Environmental Engineer II
919 North Main Street, Mooresville, N.C. 28115 0 Telephone [phone] • FAX [phone]

=t;l'::j
N. C. DEPT. OF NATURAL
RESOURCES AND
COMMUNITY DEVELOPMENT
6IYISVIN
MAR 3 1991
State of North Carolina OFFICE
Department of Environment, Health and Natural Resources
Division of Environmental Management
512 North Salisbury Street • Raleigh, North Carolina 27611
James G. Martin, Governor
William W. Cobey, Jr., Secretary
Mr. Bill Plummer, Owner
Burlwood Mobile Home Park
1507 Burlwood Road
Concord, NC 28025
Dear Mr. Plummer:
George T. Everett; Ph.D.
Director
February 28, 1991
Subject: Permit No. NCO049441
Authorization to Construct
Mr. Bill Plummer
Burlwood Estates
Wastewater Treatment Facility
Cabarrus County
A letter of request for an Authorization to Construct was received December 12, 1990 by
the Division and final plans and specifications for the subject project have been reviewed and found
to be satisfactory. Authorization is hereby granted for the construction of a 30,000 GPD
wastewater treatment facility consisting of one (1) 9,600 gallon equalization basin, two. (2) aeration
basins (1 - 22,400 gallon capacity and 1 - 16,000 gallon capacity, one (1) 18,000 gallon clarifier,
one(1) 3,500 gallon aerated sludge holding tank, one (1) 3,500 gallon chlorine contact chamber
with a Sanuril Model 1000 tablet chlorinator and a flow measuring device, and a 100 GPM influent
pump station with high water alarms, and 630 linear feet of 4 - inch force main with discharge of
treated wastewater into Reedy Creek which is classified Class "C" waters in the Yadkin -Pee Dee
River Basin.
This Authorization to Construct is issued in accordance with Part III paragraph B of
NPDES Permit No. NCO049441 issued December 1, 1986, and shall be. subject to revocation
unless the wastewater treatment facilities are constructed in accordance with the conditions and
limitations specified in Permit No. NC0049441.
The sludge generated from these treatment facilities must be disposed of in accordance with
G.S. 143-215.1 and in a manner Iapproved by the North Carolina Division of Environmental
Management.
In the event that the facilities fail to perform satisfactorily, including the creation of
nuisance conditions, the Permittee shall take immediate corrective action, including those as may be
required by this Division, such as the construction of additional or replacement wastewater
treatment or disposal facilities.
Pollution Prevention Pays
P.O. Box 27687, Raleigh, North Carolina 27611-7687 Telephone [phone]
An Equal Opportunity Affirmative Action Employer

The Mooresville Regional Office, phone no. 704/663-1699, shall be notified at least'
forty-eight (48) hours in advance of operation of the installed facilities so that an in -place
inspection can be made. Such notification to the regional supervisor shall be made during the
normal office hours from 8:00 a.m. until 5:00 p.m. on Monday through Friday, excluding State
Holidays.
Upon completion of construction and prior to operation of this permitted facility, a
certification must be received from a professional engineer certifying that the permitted facility has
been installed in accordance with the NPDES Permit, this Authorization to Construct and the
approved plans and specifications. Mail the Certification to the Permits and Engineering Unit,
P.O. Box 27687, Raleigh, NC 27611.
Upon classification of the facility by the Certification Commission, the Permittee shall
employ a certified waster treatment plant operator to be in responsible charge of the wastewater
treatment facilities. The operator must hold a certificate of the type and grade at least equivalent to
the classification assigned to the wastewater treatment facilities by the Certification Commission.
Within thirty days after the wastewater treatment facilities are 50% complete, the Permittee must
submit a letter to the Certification Commission which designates the operator in responsible
charge.
A copy of the approved plans and specifications shall be maintained on file by the Permittee
for the life of the facility.
The Operational Agreement between the Permittee and the Environmental Management
Commission is incorporated herein by reference and is a condition of this Permit. Noncompliance
with the terms of the Operational Agreement shall subject the Permittee to all sanctions provided by
G. S. 143-215.6 for violation of or failure to act in accordance with the terms and conditions of
this Permit.
Failure to abide by the requirements contained in this Authorization to Construct may
subject the Permittee to an enforcement action by the Division of Environmental Management in
accordance with North Carolina General Statute 143-215.6.
The issuance of this Authorization to Construct does. not preclude the Permittee from
complying with any and all statutes, rules, regulations,, or ordinances which may be imposed by
other government agencies (local, state, and federal) which have jurisdiction.
One (1) set of approved plans and specifications is being forwarded to you. If you have
any questions or need additional information, please contact Mr. Lindsay L. Mize, telephone
number 919/733-5083.
Sinc rely,
0'�
eorge T. Ev
cc: Cabarrus County Health Department
wwr-esville Regional Office
Training and Certification Unit
Richard C. Mills, P. E.

MR
Permit No. NCO049441
Authorization to Construct
February 28, 1991
Engineer's Certification
as a duly registered Professional Engineer in the State of North
Carolina, having been authorized to observe (periodically, weekly, full time) the constriction of the
project, for the
Project Naine Location
Permittee hereby state that, to the best of my abilities, due care and diligence was used in the
observation of the construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
Signature Registration No.
Date

DIVISION OF ENVIRONMENTAL MANAGEMENT
January 16, 1991
MEMORANDUM TO: Don Safrit FROM: D. Rex Gleason.,,t// y0 /)%ZG
PREPARED BY: Michael L. Parke pp/2
SUBJECT: AC0049441
Burlwood Mobile Home Park
Cabarrus County, North Carolina
This Office has conducted a review of the plans and
specifications regarding the subject.facility and offers the
following comments/recommendations:
This Office cannot determine whether a sludge return outlet
exists on the second aeration basin. An -outlet is recommended
should this basin develop an insufficient solids inventory.
It appears that some units are mislabeled (see sheet 8 of
8). The "Plan View" reflects two (2) aerated sludge holding
tanks and chlorine contact units.
Pending a final technical review, it is recommended that an
Authorization to Construct be issued.
If you have any questions, please advise.
MLP:se

C. DEPT-01? NATURAL.
, StA7Z G0M1,XUN1T.Y DEVELOPMENT
FEB 19. 1991
State of North Carolina olulsloN of �t;ulaoil��E#iittl i��°�AGE1AFliT
MOORESVILLk REGIOML OffICE
Department of Environment, Health, and Natural Resources
Division of Environmental Management
512 North Salisbury Street • Raleigh, North Carolina 27611
James G. Martin, Governor
William W. eobey, Jr., Secretary
February 1-9, 1991
BILL PLUMMER
BURLWOOD MHP
1507 BURLWOOD ROAD
CONCORD, NC 28025
George T. Everett, Ph.D.
Director
Subject: NPDES PERMIT NO. NC0049441
CABARRUS COUNTY
Dear Permittee:
The subject permit issued on 12/01/86 expires on 11/30/91. North Carolina
General Statute (NCGS) 143-215.1(c) requires that an application for permit renewal
be filed at least 180 days prior to the expiration date. As of the date of this
letter, the Division of Environmental Management had not received an application for
renewal.
If operation of a discharge or waste treatment facility is to occur after the
permit's expiration date, or if continuation of the permit is desired, it must not be
allowed to expire. A renewal request must be submitted no later -than 180 days prior
to the permit's expiration date. Operation of the waste treatment works or
continuation of a discharge after the. expiration date would constitute a violation of
NCGS 143-215.1 and could result in assessment of- civil penalties of up to $10,000 per
day. If continuation of the permit is desired, failure to request renewal at least
180 days prior to expiration will result in a civil assessment of at least 8300.00:
larger penalties may be assessed depending upon the delinquency of the request.
A renewal application shall consist of a letter requesting permit renewal along
with the appropriate completed and signed application .form (copy attached), submitted
in triplicate, referenced in Title 15 of the North Carolina Administrative Code (15
NCAC) Subchapter 2H .0105(a). Primary industries listed in Appendix A of Title 40 of
the Code of Federal Regulations, Part 122 shall also submit a priority pollutant
analysis in accordance with Part 122.21. A processing :fee must be submitted with the
application. In addition to penalties referenced above, a permit renewal request
received after the expiration date will be -considered as a new application and will
require the higher application fee.
tPoRudon Previendon Pays
P.O. Box 27687, Raleigh, North Carolina 27611-7687 Telephone 919-733=7015
An Frn al Clnnnrh mitt' AffirmMiw- Actinn Fmnlnver

t
Attached is a copy of the fee schedule from 15 NCAC 2B.0105(b). The application
processing fee is based on the design or permitted flow, whichever is appropriate,
listed in the first five categories of facilities. Presently, no facility is allowed.
to submit a fee for the general permits listed in the schedule since the Environmental
Protection Agency has not approved the State of'North Carolina's general permit. If
the facility covered by this permit contains some type of treatment works, a narrative
description of the sludge management.plan must be submitted with the application for
renewal.
The Environmental Management.Commission adopted revised rules on October 1, 1990
(attached), requiring the payment of an annual fee for most permitted facilities. You
will be billed separately for that fee (if applicable), after your permit is.approved.
The letter requesting renewal, the completed Permit -application, and appropriate
fee should be sent to:
Permits and Engineering Unit
Division of Environmental Management
Post Office Box 2,7687
Raleigh, North Carolina 27611-7687
The check should be made..payable to the North Carolina Department of Environment,
Health, and Natural Resources which may be abbreviated as DEHNR.
If there are questions or a.need for additional information regarding the permit
renewal procedure, please contact me at teleplione number [phone].
Sincerely,
LWL
t
M. Dale Overcash, P.E.
Supervisor, NPDES Permits Group
cc: oev l�leRegona=]x�Q:f'f'e
Permits and Engineering Unit
Central Files

A 'I ,
74 , ILIA.
ryp� NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Michael F. Easley, Governor William G. Ross, Jr., Secretary
Alan W. Klimek, P.E., Director
January 28, 2005
Mr. Billy D. Plummer
1507 Burlwood Road
Concord, North Carolina 28025
Subject: Rescission of NPDES Permit NCO049441
Burlwood Mobile Home Park WWTP
Cabarrus County
Dear Mr. Plummer:
Division staff has confirmed that the subject permit is no longer required. No WWTP facility was ever
constructed. Therefore, in accordance with your request, NPDES Permit NCO049441 is rescinded,
effective immediately.
If in the future you wish to again discharge wastewater to the State's surface waters, you must first
apply for and receive a new NPDES permit. Discharge of wastewater without a valid NPDES permit
will subject the responsible party to a civil penalty of up to $25,000 per day.
If you have questions about this matter, please contact Charles Weaver of my staff at the telephone
number or address listed below. You may also contact the Mooresville Regional Office at (704) 663-
1699.
Sincerely,
T
r-Alan W. imek/
cc: Central Files
(Mooresville Regional -Office / M'ike Parker fj
NPDES Permit file
Fran McPherson, DWQ Budget Office
FEB 0 2005 j
as
`a
c
IK7E`w
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 One 1 512 North Salisbury Street, Raleigh, North Carolina 27604 NOrthCar011na
` Internet: h2 -733- tate.nc.us ;aturaliPhone: 919-733-5083, extension 511 /FAX [phone]
[e-mail] ff
An Equal.Opportunity/Affinnative Action Employer— 50% Recycled/10% Post Consumer Paper

W ATF Michael F. Easley
�0 RQ AA Governor
PNC ENR William G. Ross, Jr., Secretary
r North Carolina Department of Environment and Natural Resources
-1
< Alan W. Klimek, P.E., Director
Division of Water Quality
May 14, 2003
Billy D. Plummer
Burlwood Mobile Home Park
1507 Burlwood Road
Concord, NC 28025
Subject: Renewal Notice
NPDES Permit NCO049441
Burlwood Mobile Home Park
Cabarrus County
Dear Permittee:
Your NPDES permit expires on November 30, 2003. Federal (40 CFR 122.41) and North Carolina (15A NCAC
2H.0105(e)) regulations require that permit renewal applications must be filed at least 180 days prior to expiration of the current
permit. If you have already.,rrailed your renewal application, you may.disregard this. notice.
To satisfy this requirement, your renewal package must be sent to the Division postmarked no later than June 3, 2003.
Failure to request renewal of the permit by this date may result in a civil assessment of at least $500.00. Larger penalties may
assessed depending upon the delinquency of the request.
If any wastewater discharge will occur after November 30, 2003, the current permit must be renewed. Discharge of
wastewater without a valid permit would violate North Carolina General Statute 143-215.1; unpermitted discharges of wastewater ,
may result in assessment of civil penalties of up to $25,000 per day.
If all wastewater discharge has ceased at your facility and you wish to rescind this permit, contact Bob Sledge of the
Division's Compliance Enforcement Unit at [phone], extension 547. You may also contact the Mooresville Regional
Office at [phone] to begin the rescission process.
Use the enclosed checklist to complete your renewal package. The checklist identifies the items you must submit with
the permit renewal application. If you have any questions, please contact Valery Stephens at the telephone number or e-mail
address listed below.
Sincerely,
l
Charles H. Weaver, Jr.
NPDES Unit
cc: Central Files
1 Ioores_v_ille Regional _Office, Water Quality" Section_ )
NPDES File
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 919 733-5083, extension 520 (fax) 919 733-0719
VISIT us ON THE INTERNET @ http://h2o.enr.state.nc.us/NPDES e-mail: [e-mail]

NPDES Permit NCO049441
Burlwood Mobile Home Park
Cabarrus County
The following items are REQUIRED for all renewal packages:
❑ A cover letter requesting renewal of the permit and documenting any changes at the facility since
issuance of the last permit. Submit one signed original and two copies.
❑ The completed application form (copy attached), signed by the permittee or an Authorized
Representative. Submit one signed original and two copies.
❑ If an Authorized Representative (such as a consulting engineer or environmental consultant) prepares
the renewal package, written documentation must be provided showing the authority delegated to any
such Authorized Representative (see Part II.B.11.b of the existing NPDES permit).
❑ A narrative description of the sludge management plan for the facility. Describe how sludge (or other
solids) generated during wastewater treatment are handled and disposed. If your facility has no such
plan (or the permitted facility does not generate any solids), explain this in writing. Submit one signed
original and two copies.
The following items must be submitted by -any Municipal or.Industrial,facilities.discharging.
process wastewater:
Industrial facilities classified as Primary Industries (see Appendices A-D to Title 40 of the Code of Federal
Regulations, Part 122) and ALL Municipal facilities with a permitted flow >_ 1.0 MGD must submit a
Priority Pollutant Analysis (PPA) in accordance with 40 CFR Part 122.21.
The-ahove.requlrement does.NOT.apply to privately owned faciU es treating 100%
domestic wastewater, or facilities which discharge non process wastewater (cooling
water, filter backwash, etc.)
PLEASE NOTE:
Due to a change in fees effective January 1, 1999, there is no renewal fee required with your
application package.
Send the completed renewal package to:
Mrs. Valery Stephens
NC DENR / Water Quality / Point Source Branch
1617 Mail Service Center
Raleigh, NC 27699-1617

Michael F. Easley., Governor
William G. Ross Jr.; Secretary-_
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
4/24/2003
CERTIFIED MAIL APR 2 9 2003
RETURN RECEIPT REQUESTED
Billy D Plummer (Acueet u4 '''avew e�a
Burlwood Mobile Home Park ANDMATURALRESCURCES
1507 Burlwood Rd 40ORF-S�9@t LE Eft®��I Q�f�IC�
Concord NC 28025
SUBJECT: NOTICE OF VIOLATION AND REVOCATION FOR NON PAYMENT
PERMIT NUMBER NCO049441
Burlwood Mobile Home Park
Cabarrus COUNTY
Dear Permittee:
Payment of the required annual administering and compliance monitoring fee of $715.00 for this year has not
been received for the subject permit. This fee is required by Title 15 North Carolina Administrative Code 2H.0105, under
the authority of North Carolina General Statutes 143-215.3(a)(1), (1 a) and (1 b). Because this fee was not fully paid within
30 days after being billed; this letter initiates action to revoke the subject permit, pursuant to 15 ncac 2H.0105(b) (2) (k)
(4), and G.S. 143-215.1 (b) (3).
Effective 60 days from receipt of this notice, subject permit is hereby revoked unless the required Annual
Administering and Compliance Monitoring Fee is received within that time. Discharges without a permit are subject to the
enforcement authority of the Division of Water Quality. Your payment should be sent to:
N.C. Department of Environment and Natural Resources
Division of Water Quality
Budget Office
1617 Mail Service Center
Raleigh, NC 27699-1617
If. you are dissatisfied with this decision, you have the right to request an administrative hearing within Thirty (30)
days following recipt of this notice, identifying the specific issues to be contended. This request must be in the form of a
written petition conforming to Chapter 150E 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 request for hearing is made or
payments received, revocation shall be final and binding. If you have any questions, please contact:
Mr. Rex Gleason, Mooresville Water Quality Regional Supervisor, [phone].
cc: Supevisor, Water Quality Permits and Engineering Unit
Mooresville Regional Office_}
County Health Department
v Sincerely,
Alan W. Klimek, P.E.
1.617 Mail Service Center, Raleigh; NC 27699-1617
An Equal Opportunity Affirmative Action Employer
Telephone [phone] FAX [phone]
50% recycled / 10% post -consumer paper

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
Michael F. Easley, Governor
William G. Ross Jr., Secretary
Kerr T. Stevens, Director
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
MA
!A&g�j
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
3/23/2001
BILLY D. PLUMMER
BURLWOOD MOBILE HOME PARK
1507 BURLWOOD ROAD
CONCORD NC 28025
SUBJECT: NOTICE OF VIOLATION AND REVOCATION FOR NON PAYMENT
PERMIT NUMBER NCO049441
BURLWOOD MOBILE HOME PARK
CABARRUS COUNTY
Dear Permittee:
Payment of the required annual administering and compliance monitoring fee of $715.00 for this year has not
been received for the subject permit. This fee is required by Title 15 North Carolina Administrative Code 2H.0105, under
the authority of North Carolina General Statutes 143-215.3(a)(1), (1 a) and (1 b). Because this fee was not fully paid within
30 days after being billed, this letter initiates action to revoke the subject permit, pursuant to 15 ncac 2H.0105(b) (2) (k)
(4), and G.S. 143-215.1 (b) (3).
Effective 60 days from receipt of this notice, subject permit is hereby revoked unless the required Annual
Administering and Compliance Monitoring Fee is received within that time. Discharges without a permit are subject to the
enforcement authority of the Division of Water Quality. Your payment should be sent to:
N.C. Department of Environment and Natural Resources
Division of Water Quality
Budget Office
1617 Mail Service Center
Raleigh, NC 27699-1617
If you are dissatisfied with this decision, you have the right to request an administrative hearing within Thirty (30)
days following recipt of this notice, identifying the specific issues to be contended. 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 request for hearing is made or
payments received, revocation shall be final and binding. If you have any questions, please contact:
Mr. Rex Gleason, Mooresville Water Quality Regional Supervisor, [phone].
Sincerely,
-err T. Stevens
cc: Supevisor, Water Quality Permits and Engineering Unit
Mooresville Regional Office
County Health Department
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
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
James B. Hunt,- Jr., Governor
Bill Holman, Secretary
Kerr T., Stevens, Director
4 • •
EL
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
3/20/2000
CERTIFIED MAILCp
F'
RETURN RECEIPT REQUESTED�2�LI;r
BILLY D. PLUMMER
BURLWOOD MOBILE HOME PARK A14R 200Q
1507 BURLWOOD ROAD
CONCORD NC 28025dSlGfd .G�fJf1
tlOURE. Fztt:frdsl! 4iANAG[Njy1r
SUBJECT: NOTICE OF VIOLATION AND REVOCATION FOR NON PAYMENT l'V1IlE (tf'gfRFtAj Off��f
PERMIT NUMBER NCO049441
BURLWOOD MOBILE HOME PARK
CABARRUS COUNTY
Dear Permittee:
Payment of the required annual administering and compliance monitoring fee of $715.00 for this year has not
been received for the subject permit. This fee is required by Title 15 North Carolina Administrative Code 2H.0105, under
the authority of North Carolina General Statutes 143-215.3(a)(1), (1 a) and (1 b). Because this fee was not fully paid within
30 days after being billed, this letter initiates action to revoke the subject permit, pursuant to 15 ncac 2H.01050) (2) (k)
(4), and G.S. 143' 215.1 (b) (3).
Effective 60 days from receipt of this notice, subject permit is hereby revoked unless the required Annual
Administering and Compliance Monitoring Fee is received within that time. Discharges without a permit are subject to the
enforcement authority of the Division of Water Quality. Your payment should be sent to:
N.C. Department of Environment and Natural Resources
Division of Water Quality
Budget Office
1617 Mail Service Center
Raleigh, NC 27699-1617
If you are dissatisfied with this decision, you have the right to request an administrative hearing within Thirty (30)
days following recipt of this notice, identifying the specific issues to be contended. 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 request for hearing is made or
payments received, revocation shall be final and binding. If you have any questions, please contact:.
er. Rez Gleason, Mooresville Water Quality -Regional -Supervisor, (704) 663_1699: - -
Sincerely,
Kerr T. Stevens
cc: Supevisor, Water Quality Permits and Engineering Unit
Mooresville Regional Office
County Health Department
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled / 10% post -consumer paper

I dam{ wv� D
~`y
E.OpM`,
State of North Carolina. i`l P'P1IAGEC+9Etli
De artment of Environment Health and Natural IR od I1�Y CF 2
p Division of Environmental Management r+1uRES ILLE REGIORAI OFFICE
512 North Salisbury Street • Raleigh, North Carolina 27611
James G. Martin, Governor
William W. Cobey, Jr., Secretary
February 28, 1991
Mr. Bill Plummer, Owner
Burlwood Mobile Home Park
1507 Burlwood Road
Concord, NC 28025
George T. Everett, Ph.D.
Director
Subject: Permit No. WQ0004525
Mr. Bill Plummer
Burlwood Estates
Sewer Extension
Cabarrus County
Dear Mr. Plummer:
In accordance with your application received December 12, 1990, we are forwarding
herewith Permit No. WQ0004525, dated February 28, 1991, to Mr. Bill Plummer for the
construction and operation of the subject wastewater collection extension.
This permit shall be. effective from the date of issuance until rescinded, and shall be subject
to the conditions and limitations as specified therein.
If any parts, requirements, or limitations contained in this permit are unacceptable to you,
you have the right to request an adjudicatory hearing upon written request within 30 days
following receipt of this permit. This request must be in the form of a written petition, confoiTning
to Chapter 150B of North Carolina General Statutes, and filed with the Office of Administrative
Hearings, P.O..Drawer 27447, Raleigh, NC 27611-7447. Unless such demands are made this
permit shall be final and binding.
One set of approved plans and specifications is being forwarded to you. If you need
additional information concerning this matter, please contact Mr. Lindsay L. Mize at
919/733-5083.
ncerely,
George T. Ev
cc: Cabarrus County Health Department
ooresv`iIle-' 'onaLO fiee=--
Richard C. Mills, P. E.
Pollution Prevent"on Pays
P.O. Box 27687, Raleigh, North Carolina 27611-7687 Telephone [phone]
An Equal Opportunity Affirmative Action Employer

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
N. C. DEPT. OF NATURAL
DEPARTMENT OF ENVIRONMENT, HEALTH AND NATURAL RES01MC)ESEs AND
C09fyI5JI+r-y ??ri%TLOPILIFNT
RALEIGH
WASTEWATER COLLECTION PERMIT
I OF f` : su; `$T` TF,1 MANAGEMEHr
'.;c',.. S1 __ u L OFFICE
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North
Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Bill Plummer
Cabarrus County
FOR THE
construction and operation of approximately 6,650 linear feet of 8 - inch gravity sewer to serve
Burlwood Estates and the discharge of 30,000 GPD of collected domestic wastewater into the
Burlwood Estates existing sewerage system, pursuant to the application received December 12,
1990, and in conformity with the project plan, specifications, and other supporting data
subsequently filed and approved by the Department of Environment, Health and Natural
Resources and considered a part of this permit.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
following specified conditions and limitations:'
1. This permit shall become voidable unless the facilities are'constructed in accordance with
the conditions of this permit, the approved plans and specifications and other supporting
data.
2. This permit is effective only with respect to the nature and volume of wastes described in
the application and other supporting data.
3. The facilities must be properly maintained and operated at all times.
4. The sewage and wastewater collected by this system shall be treated in the Burlwood
Estates Wastewater Treatment Facility prior to being discharged into the receiving stream.
5. This permit is not transferable. In the event there is a desire for the facilities to change
ownership, or there is a name change of the.Pcrmittee, a formal permit request must be
submitted to the Division of Environmental Management accompanied by an application
fee, documentation from the parties involved, and other supporting materials as may be
appropriate. The approval of this request will be considered on its merits and may or may
not be approved.
6— Construction of the sewers, pump station(s) and force main shall be scheduled so as not to
interrupt service by the existing utilities nor result in an overflow or bypass discharge of
wastewater to the surface waters of the State.
7. Upon completion of construction and prior to operation of this permitted facility, a
certification must be received from a professional engineer. certifying that the permitted
facility has been installed in accordance with this permit, the approved plans and
specifications. Mail the certification to the Permits and Engineering Unit, P.O. Box 27687,
Raleigh, NC 27611-7687.

8. A copy of the approved plans and specifications shall be maintained on file by the Permittee
for a minimum of fivV;Rrs from the date of the completion of construction.
9. Failure to abide by the conditions and limitations contained in this permit may subject the
Permittee to an enforcement action by the Division of Environmental Management in
accordance with North Carolina General Statute 143-215.6.
10. The issuance of this permit does not preclude the Permittee from complying with any and
all statutes, rules, regulations, or ordinances which may be imposed by other government
agencies (local, state, and federal) which have jurisdiction.
11. In the event that the facilities fail to perform satisfactorily, including the creation of
nuisance conditions, the Permittee shall take immediate corrective action, including those as
may be required by this Division, such as the construction of additional or replacement
wastewater collection facilities.
12. Noncompliance Notification:
The Perrittee shall report by telephone to the Mooresville Regional Office, telephone no.
704/663-1699 as soon as possible, but in no case more than 24 hours or on the next
working day following the occurrence or first knowledge of the occurrence of either of the
following:
a. Any process unit failure, due to known or unknown reasons, that render the facility
incapable of adequate wastewater transport such as mechanical or electrical failures
of pumps, line blockage or breakage, etc.
b. Any failure of a pumping station or sewer line resulting in a by-pass directly to
receiving waters without treatment of all or any portion of the influent to such
station or facility.
Persons reporting such occurrences by telephone shall also file a written report in letter
form within 15 days following first knowledge of the occurrence. This report must outline
the actions taken or proposed to be taken to ensure that the problem does not recur.
13. No wastewater shall be tributary to the collection system until such time as the wastewater
treatment facility is constructed and operational.
Permit issued this the 28th day of February, 1991
CN RTH CAROLINA
George T. Eve ett, Di
Division of Env' nm�
By Authority of the i
WNMENTAL MANAGEMENT COMMISSION
agement
ital Management Commission
2

Permit No. WQ0004525 tl 4
February 28, 1991
Engineer's Certification
as a duly registered Professional Engineer in the'State of North
Carolina, having been authorized to observe (periodically, weekly, full time) the construction of the
project, for the
Project Name Location
Permittee hereby state that, to the best of my abilities, due care and diligence was used in the
observation of the construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and. specifications.
Signature Registration No.
Date
i

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'MEMO
DATE: - 2—
TO: ✓ W, ` SUBJECT:
�� ✓� ��� /�� N, C. i3L•'t=% t>tF N+1rllkA1L
Y:�Sf?iI BLS AND
f,ObiNIL. yga'l' 13i: LLOPMENT
FE-0 1 8 1991
DIVISION Or EiiVIPOit'1ENTAL MANAGEMENT
WORESVILLI Puma QFFICE
From:
North Carolina Department of Environment,
Health, and Natural Resources @,� Printed on Recycled Paper

North Carolina Department of Environment. Health, and 96t6dlaies6Sir4ri i
Environmental Management Commbsi�®ES ANT)�, F..y ayo"El nv
NON -DISCHARGE PERMIT APPLICATION*
FEB 1 8 1991
ft ° L - DEM USE ONLY I
Number:
sin accordance with NC General Statutes Chapter 143. Article 21 County: C Q. 6q, rrV S
Applicant (name of board, individual, or others): .OIVISIOII OF ORIENTAL MAJi C _ication Date:
� � � �y D' r �U M M e r �iQQRES�lIiZE RiGlf)NiIL _ Qf .IC,Q�g c . 3 19 9 c�
Project (name of city, village, town, sanitary district, establishment):
B V r- 1'W b
FOR:
❑ Non -Discharge Treatment/Disposal Facilities
❑ Pretreatment Facilities
I Sewer Collection System (private)
❑ Extension of Sewer Systems (public)
❑ Sludge Disposal
❑ Spray Irrigation
NATURE OF WASTEWATER:
(Domestic Sewage
❑ Sludge/Industrial Waste
❑ Other Waste
Brief Project Description:
M ob; I 4ome. f ask -F0.-
I00 M06; le Horhes_. Oyi-s;
pa ckg 9 e d-heeQ+.7,7 t
E®
0 E G 1990
Estimated Completion Date:
From (sewers, pretreatment plant): MQ Rf
Serving (city, inatitutiol{, lndustry):
Sew B� Ina o oe�l J
Into (name of treatment plant): ��L Average Daily Gallons Sewage or Waste Flow:
$u•►iwoeaa� t` s-}�-�rs 7'v� r�en� �l4�If' 30� nod
At (location of plant) (NPDES No.)
W e y eea,v C-e By a Road NCOO
Name and Complete
Address of Engineering Firm: rA/A j 115' PE Z$12
F-0, X ox Z 8 Z /� Zip Code:
H� ll, AlC 28/Z� Telephone No.00--0519--4527
Applicant assures that proposed works will be constructed, supervised, operated and maintained I
with approved plans and specifications or approved changes thereto.'
Print Name :J I A P1,,MMer Mailing Address: / 5 07
Title: der CO1'1Cord M C Z402S
Zip Code:
Signature: Telephone No.. / 7. 114 / �5S_ 9 il Z
INSTRUCTIONS:
I -Fill-in AU Spaces. 1f not applicable, enter N/A.
2.Secure appropriate signature (mayor/city manager for municipality, chairman for sanitary district board, owner/proper official of
corporation. or legally constituted_ board or commission in charge of proposed works). A letter of authorization is
Proper official U design engineer or other agent signs application. required from
3. Submit to Division of Environmental Management, Permits and Engineering Unit, P.O. Box 27687, Raleigh, NC 27611 the original.
and ALL carbon copies of the application, 3 sets of finalized plans, specifications and other supporting data as required by Com
mission Rules. and permit fee. Plans and specifications must be signed and sealed by a registered North Carolina engineer.
FO@ ASSISTANCE, CALL THE STATE CENTRAL OFFICE [phone], PERMITS & ENGINEERING UNIT. OR:
Asheville [phone] Fayetteville [phone] Mooresville [phone] Winston-Salem [phone]
59 Woodfin Place Suite 714 Wachovia Bldg. 919 North Main Street
Suite
Asheville. NC 28801 Fayetteville, NC 28301 Mooresville, NC 28115 North Point Boulevard
Suite 100
Raleigh [phone] Washington [phone] Wilmington [phone] rton-Salem. NC 27106 Win
3800 Barnett Drive i424 Carolina Avenue 7225 W�y
P.O. Box 27687 P.O: Box 1507 -�Yt a Avenue
Raleigh, NC 27611 Washington. NC 27889 Wilaingtoa. NC 28403

October 6,1998
Burlwood MBP
NPDES Permit No. NC0049441
I spoke with Mrs. Plummer by phone today and the WWTP has not been built. They are trying
to sell the property.
Linda Love

BURLWOOD ESTATES
1507 BURLWOOD ROAD
CABARRUS COUNTY
CONCORD, NORTH CAROLINA 28025
SPECIFICATIONS
FOR
COLLECTION SEWERS, INFLUENT PUMP STATION, AND
PACKAGED WASTEWATER TREATMENT PLANT
SECTION
1
2
3
4
5
6
DN1833300 13 Sjjb+ did
0661 7
TITLE
TRENCHING, BACKFILLING, AND COMPACTING
MANHOLE STRUCTURES
PIPE: PLASTIC
CHAIN LINK FENCE AND GATES
INFLUENT PUMP STATION
f• PACKAGED WASTEWATER TREATMENT PLANT
Richard C. Mills, PE
n. P.O. Box 282
Newell, NC 28126
[phone]
oppOOB o.b�OO •�i I�
S/0,; ® �
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D C
IZl3 is0

SECTION 1
TRENCHING, BACKFILLING, AND COMPACTING
1. GENERAL.
The Contractor shall furnish all labor, materials, tools, equip-
ment, and perform all work and services necessary for or incidental
to the furnishing and installation, complete, of all operations in
connection with excavation, trenching, and backfilling of underground
utilities as shown on drawings and as specified, in accordance with
provisions of the contract documents, and completely coordinated with
that of all other trades.
A. Work included in the project consists of, but is not limited
to, installation of the following utility items:
(1) Wastewater Piping
(2) Sanitary Sewers appurtenances.
B. Although such work is not specifically shown or specified,
all supplementary or miscellaneous items,appurtenances and devices
incidental to or necessary for a sound, secure, complete and compat-
ible installation shall be furnished and installed as part of this
work.
2. QUALITY STANDARDS.
American Societv for Testinq and Materials
ASTM C33 Concrete Aggregates
ASTM D2049 Relative Density for Cohesionless Soils
ASTM D2487 Classification of Soils for Engineering Purposes
ASTM D698 The Moisture -Density Relations of Soils using a
5.5-pound rammer and a 12-inch drop
ASTM D1557 The Moisture -Density Relations of Soils using a
10-pound rammer and an 18-inch drop
American Association of State Hiqhway Officials
AASHO T99. The Moisture -Density Relations of Soils using a
5.5-pound rammer and a 12-inch drop
AASHO T180 Moisture -Density Relations of Soils using a
10-pound rammer and an 18-inch drop
-1-

3. PROTECTION OF EXISTING UTILITIES.
A. Verify location and existence of all underground utilities.
Omission from or inclusion of located utility items does not con-
stitute non-existence or definite location. Secure and examine
local utility purveyor records for available location data.
B. Take all precautions necessary to protect existing utilities
from damage due to any construction activity. Repair all damages to
utility items at sole expense. Assess no cost to Owner, Engineer,
or auxiliary party for any damages.
C. Avoid overloading or surcharge a sufficient distance back
from edge of excavation to prevent slides or caving. Maintain and
trim excavated materials in such a manner to be as little inconven-
ience as possible to public and adjoining property owners.
D. Provide full access to public and private premises and fire
hydrants, at street crossings, sidewalks, and other points as
designated by the Owner to prevent serious interruption of travel.
E. Protect and maintain all bench marks, monuments or other
established points and reference points and, if disturbed or
destroyed, replace items to full satisfaction of the Owner or
Engineer.
4. UNCLASSIFIED EXCAVATION.
A. Remove rock excavation, clay, silt, gravel, hard pan, loose
shale, and loose stone as directed by the Engineer and dispose of to
a site approved by the Owner. The width of the trench allowed in
rock excavation will be two (2) feet greater than the nominal
diameter of the pipe to be laid.
B. Rock excavation will include the excavating of all solid
ledge rock which cannot be removed by machinery without blasting and
of all boulders of one-half cubic yard in size not previously exca-
vated.
C. Rock excavation shall be carried six (6) inches below the
invert of the pipe. The trenches will be brought back to grade by
the pipe laying crew with suitable material, properly compacted, and
no extra compensation shall be paid for such refilling except as
hereinafter specified for masonry around pipes.
D. Blasting will be done only by experienced men and extreme
care and precaution will be used to prevent injury to workmen and
to existing pipe, buildings, or other structures, either below or
above the surface of the ground. Sufficient warning will be given
to all persons in the area prior to blasting.
-2-

5. TRENCH EXCAVATION.
A. Unless given permission to do otherwise, excavate trenches
by open cut method to depth shown on drawings and necessary to
accommodate the work. Permission may be granted for tunnel work
for crossing under crosswalks, driveways, or existing utility lines;
however, such tunnels are limited to ten (10) feet in length.
B. Do not open more than 300 lineal feet trench at one time.
Failure to comply may necessitate shutdown of entire project until
backfilling is performed.
C. Observe the following trenching criteria:
(1) Trench Size. - Excavate only sufficient width to accom-
modate free working space. In no case shall trench
width at the top of pipe or conduit exceed outside
diameter of utility service by following dimensions:
Overall Diameter of
Utility Service Excess Dimension
33 inches and less 16 inches
more than 33 inches 24 inches
Cut trench walls vertically from bottom of trench to
top of pipe, conduit, or utility service.
(2) Dewatering. - Keep trenches free of water. Include
cost of dewatering in original proposal. No additional
remuneration for this item is permitted.
(3) Sheeting and Bracing. - Brace and sheet trenches as
soil conditions.dictate and in full observation of
OSHA requirements. Do not remove sheeting until back -
filling has progressed to a stage that no damage to
piping, utility service, or conduit will result due to
removal.
(4) Rock Excavation. - All rock excavation shall extend to
a depth of six inches below bottom of pipe and back -
filled to original bottom of trench with stabilization
stone.
6. TRENCH EMBEDMENT.
A. Observe applications of service and for specifics regarding
embedment conditions. -
-3-

B. Sewer Bedding shall be Class B - Bedding - Load Factor 1.9.
(1) Two Methods:
a. Shaped bottom in firm undisturbed soil with tamped
backfill.
b. Compacted granular bedding with tamped backfill.
C. Refer to specific pipe material specifications for addi-
tional embedment requirements.
7. EXCAVATION FOR APPURTENANCES.
A. Excavate for appurtenant structures to provide at least 12
inch (minimum) clear distance between outer surface and the embed-
ment and in full observation to Safety Rules referred in this
Section.
8. GRANULAR BEDDING MATERIALS.
A. Provide granular bedding material consisting of well graded
crushed gravel meeting requirements of ASTM C33, Gradation 67.
B. Where gravel backfill materials are indicated provide mater-
ials consisting of a uniformly graded pea gravel. Place any gravel
backfill materials in full compliance to methods prescribed for
"Carefully Compacted Backfill" under paragraph No. 10, "BACKFILLING".
9. PREPARATION OF FOUNDATION FOR PIPE LAYING.
A. Exercise care to avoid excavations below established grade
where firm earth conditions exist. If over -excavation occurs, back -
fill in two-inch lifts and thoroughly compact with pneumatic tamper
to required density.
B. In case of rock excavation, carry excavation a minimum of 6
inches below bottom of pipe and backfill to grade with suitable
earth or granular material. Material used shall be free of rocks,
roots, sod or organic matter and shall be firmly compacted in two-
inch lifts. Form bell holes in trench such that only the barrel of
pipe is firmly supported by bedding material.
10. BACKFILLING (MATERIAL AND METHODS).
A. Do not backfill until all tests to be performed on system
are in full compliance to specified requirements unless approved
by the Engineer.
-4-

B. Materials. - Use only backfill for trenches which is free
from boulders, large roots, sod, and other vegetative or organic
matter, and frozen material.
C. Methods. - Provide backfill and compaction methods of the
following types:
(1) CAREFULLY COMPACTED BACKFILL. - Where indicated on
drawings and required in specified trench embedment
conditions and for all compacted backfill conditions
up to 24 in. above the top of the pipe or conduit,
provide compliance to the following:
a. Place backfill in lifts not exceeding 8 in.
(loose thickness).
b. Hand place and pneumatically tamp backfill under
and around pipe up to 24 in. above the pipe.
C. Observe specific pipe or conduit manufacturer's
recommendations regarding methods of backfilling
and compaction.
d. Insure compaction of each lift to requirements
stated in these specifications.
(2) COMMON TRENCH BACKFILL. - Perform all remaining
backfill in accordance with drawings and for particu-
lar locations described.
a. Place backfill in lift thicknesses capable of
being compacted to required densities specified;
however, in no case shall lift (loose) thickness
exceed 36 in.
b. Observe specific pipe or conduit manufacturer's
recommendations regarding methods of backfilling
and compaction.
C. Exercise extreme care in backfilling operations
to avoid displacing joints. Appurtenances or
causing any horizontal or vertical misalignment,
separation, or distortion. Repair all damages,
distortions or misalignments to full satisfac-
tion of the Engineer.
D. Special Method Considerations.
(1) Water flushing for consolidation will not be permitted.
-5-

11. COMPACTION.
A. Compact all trench backfill in areas under paved roads,
parking areas, and other structures as directed by the Engineer to
a density of 95 percent of maximum dry density as determined by
AASHO Methods T99. In locations where trench will not be under
paved areas, compact trench backfill to a minimum 90 percent of
maximum dry density as determined by AASHO Method T99. Insure
backfill material has moisture content in range of 5 percent
above to 3 percent below optimum moisture at time it is placed.
12. SAFETY RULES.
A. Insure full compliance to all applicable requirements of
OSHA.
B. Special attention is directed to Title 29 Labor, Part
1518-"Safety and Health Regulations for Constructions" and
detailed requirements of Subpart P "Excavations, Trenching, and
Shoring."
C. Comply to all local requirements and all specific require-
ments of the State of North Carolina.
END OF SECTION

SECTION 2
MANHOLE STRUCTURES
1. GENERAL.
The Contractor shall furnish all labor, materials, tools,
equipment, and perform all work and services necessary for or
incidental to the furnishing and installation complete, of all
manhole structures with appurtenant items as shown on drawings
and as specified, in accordance with provisions of the contract
documents, and completely coordinated with that of all other
trades.
A. Work required in the project includes, but is not neces-
sarily limited to the following:
(1) Manhole Structures for Sanitary Sewers.
B. Although such work is.not specifically shown or specified,
all supplementary or miscellaneous items, appurtenances and
devices incidental to or necessary for a sound, secure, complete
and compatible installation shall be furnished and installed as
part of this work.
2. QUALITY STANDARDS.
A. Refer to the following reference standards for materials
specified:
American Society for Testing and Materials (ASTM)
ASTM
C478
Precast
Reinforced Concrete Manhole Sections
ASTM
A48
Gray Iron
Castings (Class 23 ►Minimum)
ASTM
A536
Ductile
Iron Castings
ASTM
B221
Aluminum
Alloy Extruded Bars, Rods, Wire,
Shapes,
and Tubes
3. SUBMITTALS.
A. Deliver shop drawings in accordance with General Conditions
and Special Conditions.
B. Deliver four copies of manhole schedules showing:
(1) Typical dimensional and detailed diagrams of manhole
showing typical components.
-7-

(2) On a separate schedule itemizing sectional breakdown
of each manhole structure with all components and
refer to drawing identification number or notation.
4. MANHOLE STRUCTURE COMPONENTS.
Provide materials. and install in accordance with detail draw-
ings showing typical and special requirements. Unless detailed
alternately on drawings, provide components meeting these speci-
fications.
A. Type A. - Complete type A manhole shall include a precast
monolithic base section, riser section(s), flat top with manhole
cover frame and vent pipe sleeve cast in it, type 1 or 2 vent and
apprutenances listed in this section.-
B. Type B. - Complete type B manhole shall include a precast
monolithic base section, riser section(s), eccentric section,
adjustment ring(s) and appurtenances listed in this section.
C. Drop Manhole. - Complete drop manhole shall include a
pour -in -place concrete foundation as shown on the plans, precast
riser section(sy, type A'or B top section, outside drop as shown
on plans, and appurtenances listed in this section.
D. Precast Concrete Manhole. - Sections, monolithic bottoms,
eccentric sections and adjustment sections shall conform to-ASTM
Specification C478 except the wall thickness of riser sections,
eccentric sections, bottom sections and adjustment sections shall
have a minimum thickness of five (5) inches and the cement used
in the concrete to form the manholes shall have tricalcium
aluminate (3CaA1203) of less than five (5) percent. The manholes
shall be constructed in conformance to the details shown on the
plans.
E. Manhole Appurtenances.
(1) Manhole Covers.
The flat top precast concrete cover for type A man-
holes shall have a cast iron wall flange and cast
iron manhole cover frame cast in it when the cover
is formed. The precast concrete cover shall conform
to the detail shown on the drawings.
The type B manholes shall have a cast iron frame and
cover installed that conforms to the heavy traffic
type shown on the drawings. The total weight of the
cast iron frame and cover shall equal or exceed 328
pounds.
The total weight of the frame and cover for type A
and B tops shall equal or exceed 328 pounds.

( 2 ) Manhole Steps.
The manufacturer of the precast manholes shall furnish
and install in manholes riser sections manhole steps
which comply with the latest amendment of the Occupa-
tional Safety and Health Act of 1970, including rules
and regulations issued pursuant thereto. The manhole
step shall also be totally resistant to corrosion by
hydrogen sulfide and other sewer gases which may cause
the step to fail. The manufacturer shall submit a
certificate to the Engineer certifying that the man-
hole steps installed shall not be corroded by sewer .
gases.
(3) Manhole Joints.
The manhole joints shall be tongue and groove type
specifically designed for use with an "o" ring gasket.
The "o" ring gasket shall.conform to ASTM Specifica-
tion C361.
(4) Flexible Manhole Sleeve.
The Contractor may, at his option, have flexible man-
hole sleeves installed in the precast manhole sections
for pipe 15 inches and less in diameter. If this
option is chosen, the Contractor must verify that all
of the clearance dimensions are met as detailed on the
drawings. The flexible manhole sleeve shall consist
of a high quality synthetic rubber with a tensile
strength of 1,500 psi. This high quality synthetic
rubber shall be resistant to raw sewage, ozone, acids,
weathering and steam. It shall remain flexible at
temperatures as low as -60 degrees F. and will resist
heat as high as 300 degrees F. The sleeve shall be
capable of maintaining a watertight union when
secured to the sewer line with a highly corrosive
resistant stainless steel strap clamp, draw bolt and
nut.
(5) Concrete. - Concrete used to cast concrete monolithic
manhole foundations for drop manholes shall have a
minimum 28-day compressive strength of 4,000 psi.
The concrete shall conform to the limitation on tri-
calcium aluminate specified for the precast manhole
sections.
Q'1a

5. SPECIAL COATINGS.
A. Spray exterior surface of manhole sections with protective
mastic coating to a dry film thickness of 1/8 inch minimum. Pro-
tective coating may be field applied.
END OF SECTION
-10-

SECTION 3
PIPE: PLASTIC
1. GENERAL.
The Contractor shall furnish all labor, materials, tools,
equipment, and perform all work and services necessary for or
incidental to the furnishing and installation complete, of all
plastic pipe, as shown on drawings and as specified, in accordance
with provisions of the contract documents, and completely coordi-
nated with that of all other trades.
A. Items included within the project consist of:
(1) PVC Sewer Pipe
B. Although such work is not specifically shown or specified,
all supplementary or miscellaneous items, appurtenances and
devices incidental to or necessary for a sound, secure, complete
and compatible installation shall be furnished and installed as
part of this work.
2. QUALITY STANDARDS.
A. Refer to the following standards and include as part of
these specifications:
American Society for Testing and Materials (ASTM)
PVC (Polyvinyl Chloride) Materials
ASTM C1785 PVC Plastic Pipe
ASTM D2241 (PVC) Plastic Pipe (SDR-PR and Class T)
ASTM D3034 Type PSM - PVC Sewer Pipe and Fittings
ASTM D2321 Underground Installation of Flexible
Thermoplastic Sewer Pipe
3. PVC NON -PRESSURE SEWER PIPING.
A. Materials. - Furnish materials in full compliance to the
following material specification. PVC Pipe shall be rigid, unplas-
ticized polyvinyl chloride (PVC) made of PVC plastic having a cell
classification of 12454-B or 12454-C as described in specification
ASTM D1785. The requirements of this specification are intended
to provide for pipe and fittings suitable for non -pressure drainage
of wastewater and surface water. Joining systems shall consist of
an elastomeric gasket joint meeting requirements of ASTM C-1869.
-11-

Supply to the Engineer all information and sample of
joining method for his evaluation. Only jointing methods accept-
able to the Engineer will be permitted.
Provide pipe and fittings meeting or exceeding all require-
ments of ASTM D3034 with a minimum Standard Dimension Ratio (SDR)
- 35. Insure impact strengths and pipe stiffnesses in full com-
pliance to these specifications.
B. Installation. - Install pipe and fittings in accordance
with ASTM D2321.
Provide for a maximum deflection of not more then 3 percent.
C. Infiltration and Exfiltration. - Testing of PVC sewers for
infiltration and exfiltration shall be performed in conformance to
Item 5. below, using Method A. B, or C.
4. IDENTIFICATION.
Identify each length of pipe clearly at intervals of 5 ft. or
less.f-Include manufacturer's name and trademark. Nominal size of
pipe, appurtenant information regarding polymer cell classification
and critical identification regarding performance specifications,
and "nSt" approvals when applicable.
5. INFILTRATION - EXFILTRATION TESTING AND FINAL INSPECTION.
A. Infiltration. - Perform and observe following testing
criteria and procedures.
(1) Maximum infiltration allowance is 200 gpd/inch
diameter/mile.
(2) Tests and allowances include service.connections or
stub lines extending from main or lateral sewer to
curb or property line.
(3) Infiltration test procedure:
a. Plug upper section of line.
b. Install suitable measuring device at lower end.
C. Measure amount of water flowing through outlet
over a specified period of time.
B. Exfiltration. - Perform and observe following testing
criteria and procedures.
-12-

(1) Maximum exfiltration allowance is 125 gpd/inch
diameter/mile.
(2) This allowance is based on an elevation head of water
in upper manhole which produces a four (4) foot head
on invert of line at midpoint between structures.
Exfiltration maximum allowance will be increased 10
percent for each two (2) feet that average actual
head exceeds four (4) foot head. However, absolute
maximum exfiltration shall not exceed 30 percent of
specified allowance. Limit total head on invert of
pipe at lower end to 20 feet.
(3) Exfiltration test procedure (water):
a. Plug lower end of section to be tested.
b. Fill line and manhole with water to specified
level.
C. Let water stand until pipe has reached its maxi-
mum absorption and until all trapped air has had
opportunity to escape. Allow 4 hours.
d. After pipe has achieved maximum absoprtion,
refill manhole to original depth. After fifteen
minute intervals, record the difference in eleva-
tion of water surface and convert to gallons.
(4) Exfiltration test procedure (air);
a. Check pneumatic plugs for proper sealings.
b. Place plugs in line at each manhole and inflate
to 25 psig.
C. Introduce low pressure air into sealed line until
air pressure reaches 4 psig greater than average
back pressure of any groundwater that may be over
the pipe. Use test.gage conforming to ANSI B40.1,
with 0 to 30 psi scale and an accuracy of 1
percent to full range.
d. Allow two (2) minutes for air pressure to sta-
bilize.
e. After stabilization period (3.5 psig minimum
pressure in pipe) discontinue air supply to line
segment.
-13-

f. Acceptable time for loss of one (1) pisg of air
pressure shall be;
Pipe Size Time, Minutes
4
2.0
6
3.0
8
4.0
10
5.0
12
5.5
15
7.5
18
8.5
21
10.5
24
11.5
27
13.0
30
14.0
36
15.0
g. All air testing shall be witnessed by Engineer.
The results of all air testing shall be recorded
and signed by the Engineer.
END OF SECTION
-14-

SECTION 4
CHAIN LINK FENCE AND GATES
1. GENERAL.
A. This section covers furnishing of all labor, materials,
tools, equipment, and performing all work and services, necessary
or incidental to furnish and install, complete, all chain link
fence and gates as shown on drawings and as specified, in accor-
dance with provisions of the Contract Documents, and completely
coordinated with work of all other trades. .
B. Although such work is not specifically shown or specified,
furnish and install all supplementary or miscellaneous items,
appurtenances and devices incidental to or necessary for a sound,
secure and complete installation.
C. Provide each type of steel fence and gate, complete pro-
duced by one manufacturer, including necessary erection, acces-
sories, fittings and fastenings.
D. Height of chain link fence - 6 feet.
2. QUALITY STANDARDS.
Comply with standards of Chain Link Mfrs. Institute for
"Galvanized Steel Chain Link Fence Fabric" and "Industrial Steel
Specifications for Fence Posts, Gates and Accessories" except as
otherwise indicated.
3. SUBMITTALS.
Submit shop drawings in compliance with Contract Documents.
Show fence layout, post locations, gates, details illustrating
fence height, location and sizes of posts, rails, braces, footings,
hardware list and erection procedures.
4. PRODUCT DELIVERY, STORAGE, AND HANDLING.
Schedule delivery of items to site to avoid excessive on -site
storage. Store fence fabric, posts and other items off ground
and protected from damage.
5. JOB CONDITIONS.
Verify suitability of areas to accept installation. Installa-
tion assumes responsibility for performance.
-15-

6. MATERIALS - GENERAL.
A. Use only new materials. Pipe sizes indicated are commer-
cial pipe sizes. Tube sizes indicated specified are nominal flange
dimensions. Roll form section sizes are nominal outside dimensions.
open seam material not allowed.
B. Hot -dip galvanized iron or steel components after fabri-
cation. Use galvanized and aluminized finish complying with
following minimum requirements:
(1) Pipe: ASTM A120, 2.0 oz. zinc s.f.
(2) Square Tubing: ASTM A123, 2.0 oz. zinc s.f.
(3) Roll Form: ASTM A120
(4) Hardware and Accessoroes: ASTM A153.
(5) Fabric: ASTM A392, Class II, 1.4 oz. zinc s.f.
or
ASTM A491, Class II, .4 oz. aluminum s.f.
(6) Misc. Items: ASTM A120, 2.0 oz. zinc s.f.
C. Use only one piece width fabric.
7. MATERIALS.
A. Chain Link Fabric. - Made from steel No. 9 ga. wire helic-
ally wound and interwoven to provide a continuous 2 inch mesh,
twisted and barbed at top and bottom selvages. Fabric to be hot -
dipped aluminum coated before weaving, weighing not less than 0.40
oz. minimum per square foot of uncoated wire surface.
B. Steel Line Posts. - 2-1/2 in. o.d. pipe weighing 3.65 lbs.
per lineal ft. or 2-1/2 in. square tubing weighing 4.1 lbs. per
lineal ft. or "C" section 2.25 in. x 1.70 in. Provide posts of
sufficient length to permit bottom 36 in. to be set in concrete
footing.
C. Steel Top and Bottom Rails. - 1-5/8 in. o.d. pipe weighing
2.27 lbs. per lineal ft. or 1-5/8 in. x 1-1/4 in. roll form sec-
tion. Fit rails with expansion couplings of outside sleeve type.
Rails continuous, for outside sleeve type for full length of fence.
D. Steel Terminal, End, Corner, and Pull Posts, referred to
herein as Terminal Posts. - 3 in. 0.40 pipe weighing not less than
5.79 lbs. per lineal ft., or 2-1/2 in. square tube weighing 5.79
lbs. per lineal ft. or 3-1/2 in. x 3-1/2 in. roll form section.
Provide posts of sufficient length to permit bottom 36 in. to be
set in concrete footings.
-16-

E. Bracing, for use between terminal, end, corner, gate, and
pull posts, and first adjacent line posts. - 1-5/8 in. o.d. pipe
weighing not less than 2.27 lbs. per lineal ft. Space no lower
than 1/2 of fabric width from top of posts and trussed back to
base of terminal, end, corner, or pull post with 3/8 inch truss
rod with turnbuckles.
F. Gate Posts. - Round steel pipe not less than size and
weight given below:
(1) Double gate, total width 8 feet. - 3 inch o.d.
weighing not less than 5.70 plf.
(2) Single gate up to 6 ft. wide. - 3 inch o.d. weighing
no less than 5.79 plf.
(3) Single gate 6 ft. wide up to 13 ft. wide. - 4 in.
o.d. weighint 9.11 plf.
(4) Square tube of same or greater weight may be used in
lieu of round pipe. Provide posts of sufficient
length to permit bottom 36 in. to be set in concrete.
G. Tension Bars. - 3/16 in. x 3/4 in. min. steel, one piece
for full height of fabric.
H. Stretcher Bars and Bands.— Thread stretcher bars, 1/8 in.
x 1 in., through fabric and secure to posts with metal bands
spaced not greater than 15 in. o.c.
I. Fabric Bands. - Either No. 9 ga, aluminum wire or aluminum
straps, for securing fabric to.line posts and rails. Fabric bands
for securing fabric to terminal posts, aluminum straps. Space
gands not greater than 24 in o.c.
J. Gate Frames. - Not less
weighing not less than 2.72 plf,
not less than 3.65 plf.
K. Gate Hardware.
than 2 in. o.d. steel pipe
or 2 in. square tubing weighing
(1) Hinges. - Pressed or forged steel or malleable iron
to suit gate size, of non -lift-off heavy duty type,
offset to permit 180 deg. gate opening. Provide
1-1/2 pair for each leaf over 6 ft. nominal height.
(2) Latches for Single and Double Gates. - Heavy duty
automatically engaging, lockable latch. Latches for
double gates with automatic engaging, lockable latch
-17-

on one leaf and drop rod type latch on other leaf.
Furnish drop rod complete with suitable casting set
in concrete to hold gate leaf in place when drop rod
is engaged.
(3) Keepers. - Provide keepers for all gates to automa-
tically engage gate leaf and hold it in open position
until manually released.
L. Concrete. - Portland cement complying with ASTM C150 type
I, aggregates complying with ASTM C33, and clean water. Mix
materials to obtain concrete with minimum 28-day compressive
strength of 2500 psi. Use not less than 4 sacks of cement per cu.
yd., 1 in. maximum size aggregate, 3 in. minimum slump, and 2 to
4-percent entrained air.
M. Combination Post Top Cap and Barbed Wire Supporting Arm.
- Steel, wrought, or malleable iron complete with provisions for
anchorage to posts and attaching 3 rows of barbed wire. Provide
one cap and vertical arm for each post where barbed wire is
required.
N. Barbed Wire. - Galvanized two strand, 12-1/2 g. wire with
14 ga. 4-point barbs spaced 5 in. o.c., or aluminum coated barbed
wire.
O. Miscellaneous Items and Materials. - Provide as required
to complete fence installation. Items and materials consistent in
quality with materials listed above.
8. ERECTION.
A. Furnish and erect fence and gates of the types designated,
in reasonably close conformance with lines, grades and locations
specified on plans or established by Architect. Provide a rigid
taut fence.
B. Employ only experienced and skilled mechanics to erect
fence.
C. Do not start fence installation before final grading is
complete and finish elevations are established. Install fence in
true and correct alignment with posts vertical.
D. Drill holes. in firm, undisturbed or compacted soil exten-
ding not less than 3 in. below bottom of posts.
E. Set all posts in concrete footings with crowned, steel
troweled tops of following minimum dimensions.
(1) 10 in. diameter for line posts.

(2) 12 in. diam. for all posts, not including line posts,
to 6 in. in diam.
(3) 18 in. diam. by 48 in. deep for posts over 6 in. to
9 in. diam.
1
F. Install fence tight, free of sags and bulges. Place fence
with bottom edge of fabric 1 in. above grade. Correct minor
irregularities in earth to maintain 2 in. clearance.
G. Space line posts at equal intervals not exceeding 10 ft.
O.C. Install terminal posts at gates, ends of runs, changes in
alignment, or at other points of strain. Fit terminal posts with
bracing assemblies between terminal posts and line posts adjacent
to terminal posts.
H. Provide top rails with expansion couplings at not more
than 20 ft. intervals. Use couplings which provide rigid connec—
tion and allow for expansion and contraction. Anchor top rails
to main posts with.appropriate wrought or malleable fittings.
I. Install bracing assemblies at all main posts and at both
sides of corner and pull posts. Locate compression members at
mid -height of fabric. Extend diagonal tension members from com-
pression members to bases of main posts. Use tension members
not less than 3/8 in. diameter and fitted with a tension take-up
device. Install braces so that posts are plumb when diagonal
rod is under correct tension.
J. Pull fabric taut and secure to posts and rails. Install
fabric on security side of fence and secure to framework so that
fabric remains in tension after pulling force is released. Secure
fabric to posts at not over 12 in. o.c., and to top rails at not
over 24 in. o.c. Use U-shaped wire conforming to diameter of pipe
to which attached, clasping pipe and fabric firmly with ends
twisted at least 2 full turns. Bend ends of wire to minimize
hazards to persons or clothing.
K. Thread stretcher bars through fabric and secure to posts
with metal bands spaced not greater than 15 in. o.c.
L. Construct gate frames with heavy wrought or malleable fit-
tings at joints, or by welding at joints, to produce rigid and
weatherproof joints. Bracing and details of construction to pro-
vide a rigid non -sagging, non -twisting gate. Use fabric same as
fence fabric and similarly attached. 'Do not weld fabric to frame.
Furnish frames with provision for 3 rows of barbed wire at top.
-19-

M. Provide center rails only where indicated. Install in
one piece between posts and flush with posts on fabric side using
special offset fittings where required.
N. Remove and replace all damaged or improperly installed
fencing components to satisfaction of Architect at no additional
expense to Owner.
END OF SECTION
-20-

SECTION 5
INFLUENT PUMP STATION
1. GENERAL.
The Contractor shall furnish all labor, materials,
tools, and perform all work and services necessary for or
incidental to the furnishing and installation, complete, of
all operations in connection with the influent pump station
as shown on drawings and as specified, in accordance with
provisions of the contract documents, and completely
c000rdinated with that of all other trades.
A.' Work included in the project consists of, but is not
limited to, installation of the following utility
items.
(1) Influent Pump Station
(2) Force Main to the Treatment Plant
B. Although such work is not specifically shown or
specified, all supplementary or miscellaneous items,
apprutenances and devices incidental to or necessary
for a sound, secure, complete and compatible
installation shall be furnished and installed as
.part of this.work.
2. PUMPS.
A. Furnish and install two submersible pumps in the wet
well as indicated on the drawings. Pumps shall be
rated 1 HP, 230V, single phase, providing 100 gpm at
17.5 feet total discharge head. Pumps shall be
Hydromatic Model No. S4F with a 5.61 inch diameter
impeller, or equal.
B. Pump shall be of the sealed submersible type. The
pump volute, motor and seal housing shall be high
quality gray cast iron, ASTM A-48, Class 25. The
pump discharge shall be fitted with 4" standard ASA
125 lb. flange, faced and drilled. All external
mating parts shall be.machined and Buna-N Rubber
0-ring sealed on a beveled edge.
C. The pump shall have two mechanical seals, mounted -in
tandem with an oil chamber between the seals.
D. Impeller shall be of the two -vane, inclosed non -
clogging design and have pump -out vanes on the front
and backside of the -impeller to prevent.grit and
other materials from collecting in the seal area.
Pump shall be designed to pass a 3 inch diameter
solid-.

2. CONTROLS.
A. Furnish and install a duplex control panel with
audible and visable high water alarm.
B. Control panel shall be rated NEMA 4X, and shall
accept 120/240V, single phase power. Each pump: and
control power shall have a separate disconnect
switch.
C. Automatic control of the pumps as a duplex,
alternating system shall be provided. On a level
rise the lower float switch shall bring on the first
pump. An increasing.level shall bring on the second
pump. If the level reaches the alarm float switch,
the red alarm light shall light and the horn shall
sound.
D. Each pump shall be provided with a hand/'off/auto
switch, run pilot light, run time meter, and a
magnetic motor starter.
3. CHECK VALVES
A. Provide check valves and pump isolation valves in
meter boxes outside the pump station -.as shown.
Valves inside the wet well are not acceptable.
4. FORCE MAIN
A. Force Main shall be PVC as specified, SDR21.

SECTION 6
PACKAGED WASTEWATER TREATMENT PLANT
1. GENERAL.
The Contractor shall furnish all labor, materials,
tools, and perform all woik*and services necessary for or
incidental to the furnishing and installation, complete, of
all operations in connection with the packaged wastewater
treatment plant as shown on drawings and as specified, in
accordance with the contract documents, and completely
coordinated with that of all other trades.
A. Work included in the project consists of, but is not
limited ot, installation of the following utility
items.
(1) Packaged Wastewater Treatment Plant
(2) Discharge line.to Reedy Creek
B. Although such work is not specifically shown or
specified, all supplementary or miscellaneous items,
for a sound, secure, complete and compatible
installation shall be furnished and installed as
part of this work.
2. PLANT TYPE AND RATING
A. The wastewater treatment plant shall be the extended
aeration type rated 50,000 gallons per day.. Plant
shall consist of two circular tanks as follows:
Tank No.l - Aeration
32,000 gallons
Tank'No.2 - Aeration
16,000 gallons
Clarifier
7,500
Digester
3,500
Chlorine Contact
1,500
B. Plant shall be manufactured by General Environmental
Equipment Company.
3. LIQUID LOADING
A. The design of the treatment facility and all
individual tanks shall be based on an average daily
influent rate of 100 gallons per capita being
serviced by the facility, and a peak flow of 2.5
times the average daily influent rate.

4. BIOLOGICAL LOADING
A. The design of the treatment facility and individual
tanks shall be based on an average raw influent 5
day BOD loading of 200 mg/liter or 0..17 pounds per
capita, and an average raw influent suspended solids
loading of 200 mg/liter.
5. AIR SUPPLY SYSTEM
A. The air supply system shall be sized to deliver
1500 SCFM per pound of 5 day BOD to -the airation
zone and 20 SCFM per 1000 cubic feet of digester.
B., The air diffusers shall be capable of maintaining a
minimum of 2 mg/liter at rated oxygen transfer of
the diffusers.
C. Two blowers shall be provided, each delivering
75 SCFM at 6.0 psig discharge pressure.
6. RETURN SLUDGE, WASTE SLUDGE AIRLIFT
A. The return sludge, waste sludge airlift:shall be
capable of returning at least 125% of the average
daily flow as settled sludge from the clarifier.
7. CHLORINE CONTACT TANK
A. The chlorine contact tank shall be a separate tank
from the activated sludge treatment facility. It
shall have sufficient volume to contain the effluent
.for 20 minutes at 2.5 times the average daily flow.
8. DIGESTER
A. The digester shall be a separate tank from the
activated sludge treatment facility and shall have a
3500 gallon capacity.
9. AERATION TANKS
A. The aeration tanks shall be designed to promote rapid
mixing and shall have sufficient capacity to contain
100% of the average daily flow for a 24 hour period.
10. CLARIFIER
A. The clarifier shall be sized to give a minimum of 4
hours detention time at average daily flow.

11. CHLORINATOR
A. A Sanuril Model 1000 chlorinator shall be installed
to chlorinate the plant effluent.
12. EFFLUENT FLOWMETER
A. The plant shall have a 90 degree V-notch effluent
weir, and an ultrasonic type flowmeter with
continuous recording of the instantaneous flow rate
and a totalizer displaying gallons of treated
wastewater flowing to Reedy Creek.