NC0002828_Permit Modification 2005_20100524

Ted Murrell
Ameri-Kart Corp.
1001 NE Market St. Ext.
Reidsville, North Carolina
Dear Mr. Murrell:
27320
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
March 18, 2005
Subject: NPDES Permit Modification
Permit NC0002828
MGM Transport Corp.
Formerly Diakon Molding WWTP
Rockingham County
Division personnel have reviewed and approved your request to transfer ownership of the subject permit,
received on March 17, 2005. This permit modification documents the change in ownership.
Please find enclosed the revised permit. All other terms and conditions contained in the original permit remain
unchanged and in full effect This permit modification is issued under the requirements of North Carolina General
Statutes 143-215.1 and the Memorandum of Agreement between North Carolina and the U.S. Environmental
Protection Agency.
If you have any questions concerning this permit modification, please contact the Point Source Branch at (919)
733-50831 extension 363.
Sincerely,
(Oy V10
an W. Klimek, P.E.
cc: Central Files
Winston-Salem Regional Office, Water Quality Section
NPDES Unit File
o NrthCaro ina
Naturally
North Carolina Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617 Phone [phone] S Customer Service
Intemet: h2o.enr.state.nc.us 512 N. Salisbury SL Raleigh, NC 27604 FAX [phone]

Permit NC0002828
ff
SPATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAI, RESOURCES
DIVISION OF WATER QUALITY
PERMI
TO DISCHARGE WASTEWATER UNDER THE
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYMM
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,
Ameri-Bart Corp.
is hereby authorized to discharge wastewater from a facility located at the
Ameri-Kart Corp.
Northeast Market Street Reidsville
Rockingham County
to receiving waters designated as an unnamed tributary to Lick Fork Creek in the Roanoke River Basin in
accordance with effluent limitations, monitoring requirements, and other conditions set forth in Parts I,
II, III and IV hereof.
This permit shall become effective March 22, 2005.
This permit and authorization to discharge shall expire at midnight on February 28, 2007.
Signed this day March 22, 2005.
Ac A) '
�� Alan W. Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission

Peffnit NC0002828
SUPPLEMENT TO PERMIT COVER SHEET
Ameri-Kart Corp. is hereby authorized to:
1. Continue to operate an existing 0.005 MGD package wastewater treatment facility with
the following components:
♦ Equalization basin
♦ Bar screen
♦ Aeration basin
♦ Clarifier
♦ Chlorine contact chamber with tablet chlorination
♦ Sludge digester
♦ Flow meter
♦ Polishing pond
This facility is located off Northeast Market Street in Reidsville at the Ameri-Kart Corp.
WWTP in Rockingham County.
2. Continue to discharge non -contact cooling water from outfall 002 at the Amen -Kart
Corp. WVVI'P.
I Discharge from said outfalls at the locations specified on the attached map into an
unnamed tributary to Lick Fork Creek, classified C waters in the Roanoke River Basin.

Xj
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POint
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r 1
40' 920 911 D.C.-0f7•
622 02300e.. E 7
Southeast Eden, N.C. N C000 2 8 2 8 Facility
Stream Class: C Amen-K= Corp. Location - -
Subbasin: 30202
Receiving Stream: Ur lick Fork Creek
Latitude: 36�2256" (001) 36�2T59" (002) SCALE 1:24000
Longitude: 79°38'5T' (001) 79'39'02" (002) North

Permit NC0002828
A. (1.) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS (001)
During the period beginning on the effective date of this permit and lasting until expiration, the Permittee is
authorized to discharge from outfall 001. Such discharges shall be limited and monitored by the Pemuttee as
specified below.
EFFLUENT
CHARACTERISTICS
UWS
FA0WORIHG REQUIREMENTS
Monthly
A
Daily
Maximmn
Measurement
F
Sample Type
Sample Locations
Flow
0.005 MGD
nuous
Recording
Influent or Effluent
BOD, 5<* (2(rC)
(April 1- October 31
5.0 mg&
7.5 mglL
Weekly
Grab
Effluent
BOD, 5-day (20°C)
November 1- March 31
10.0 mg&
1&0 mg&
Weekly
Grab
Effluent
Total Suspended Residue
30.0 mg&
45.0
Weft
Grab
Effluent
NH3 as N
CApril 1- October 31
2.0 mglL
16
Weekly
Grab
Effluent
NH3 as N
November 1- March 31
4.0 mglL
Q
kVsally
Grab
Effluent
Dissolved Oxygen2
Weekly
Grab
Effluent,
Upstream & Downstream
Fecal Cd'rform (geometric mean)
200 / 100 ml
400 / 100 ml
Weekly
Grab
Effluent
Total Residual Chlorine
17 pgA.
21Week
Grab
Effluent
Temperature rC)
Daily
Grab
Effluent
Temperature (°C)
Weekly
Grab
Upstream & Downstream
pH3
Weekly
Grab
Effluent
Footnotes:
1. Upstream = at least 50 feet upstream from the outfall. Downstream = at least 100 feet downstream from the outfall.
I The daily average dissolved oxygen effluent concentration shall not be less than 6.0 mg/L.
3. The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units.
There shall be no discharge of floating solids or visible foam in other than trace amounts.

Permit NC0002828 .
A. (2.) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS (002)
During the period beginning on the effective date of this permit and lasting until expiration, the Pennittee is
authorized to discharge from outfal1002. Such discharges shall be limited and monitored by the Permittee as
specified below:
EFFLUENT
CHARACTERISTICS
LMTS
MOMTORINO REQIAREMENTS
Monthly
A
Daily
Maximum
Measurement
F
I Sample Type
Sample Locations
Flow
Continuous
Recxxcling
Influent or Effluent
Total Residual Ct*Ane2
1
2IINeek
Grab
Effluent
Temperature (°C) 3
Daily
Grab
Effluent,
tnn & Downstream
pH4
weakly
Grab
Effluent
Footnotes:
I. Upstream = at least 50 feet upstream from the outfall. Downstream = at least 100 feet downstream from the outfall.
2. Monitoring requirements apply only if chlorine is added to the cooling water.
3. The effluent temperature shall not cause the temperature of the receiving stream to increase more than 2.8"C. In no case
shall the effluent temperature cause the receiving stream temperature to exceed 32°C
4. The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units.
There shall be no discharge of floating solids or visible foam in other than trace amounts.
A. (3.) BIOCIDE CONDITION
0.0 r ! -7-77,117777_i 1r r_ r 1 i r� �� r r r r 1 �1.y te-
r r i :at
The permittee shall obtain approval from the Division's Aquatic Toxicology Unit prior to the use of any biocide
(not previously approved by the Division) in the effluent discharged under this permit Approval for use of any
biocide not previously approved should be requested at least 90 days in advance of any planned usage.
Contact the Aquatic Toxicology Unit for detailed instructions on requesting approval of biocides:
NC DENR / DWQ / Aquatic Toxicology Unit
1621 Mail Service Center
Raleigh, North Carolina 27699-1621

o f W A TF9 Michael F. Easley
Governor
R Q� ©*A William G. Ross, Jr., Secretary
r NCDENR
> � North Carolina Department of Environment and Natural Resources
O `< Alan W. Klimek, P.E., Director
Division of Water Quality
July 31, 2002
Ms. Andrea Murrell
Diakon Molding, Inc.
P.O. Box 1350
Reidsville, North Carolina 27320
Subject: Issuance of NPDES Permit NC0002828
Diakon Molding WWTP
Rockingham County
Dear Ms. Murrell:
Division personnel have reviewed and approved your application for renewal of the subject permit.
Accordingly, we are forwarding the attached NPDES discharge 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 U.S. Environmental Protection Agency dated May % 1994 (or as subsequently amended}.
This final permit includes no major changes from the draft permit sent to you on April 17, 2002.
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 (6714 Mail Service Center, Raleigh, North
Carolina 27699-6714). Unless such demand is made, this decision shall be final and binding.
Please note that this permit is not transferable except after notice to the Division. The Division may require
modification or revocation and reissuance of the permit. 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, the 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 Charles Weaver at telephone number (919)
733-5083, extension 511.
Sincerely,
ORIGINAL SIGNED BY
tjS091 A. WILSOk
Alan W. Klimek, P.E.
cc: Central Files
Winston-Salem Regional Office/Water Quality Section
NPDES Unit .
N. C. Division of Water Quality / NPDES Unit Phone: [phone]
1617 Mail Service Center, Raleigh, NC 27699-1617 fax: [phone]
Internet: h2o.enr.state.nc.us DENR Customer Service Center. 1 800 623-7748

Permit NC0002828
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 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,
Diakon Molding, Inc.
is hereby authorized to discharge wastewater from a facility located at the
Diakon Molding WWI7P
Northeast Market Street Reidsville
Rockingham County
to receiving waters designated as an unnamed tributary to Lick Fork Creek in the Roanoke River Basin in
accordance with effluent limitations, monitoring requirements, and other conditions set forth in Parts I, II,
III and IV hereof.
This permit shall become effective September 1, 2002.
This permit and authorization to discharge shall expire at midnight on February 28, 2007.
Signed this day July 31, 2007.
ORIGINAL SIGNED BY
3USAN A. WILSON
Alan W. Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission

Permit NC0002828
SUPPLEMENT TO PERMIT COVER SHEET
Diakon Molding, Inc. is hereby authorized to:
1. Continue to operate an existing 0.005 MGD package wastewater treatment facility with
the following components:
♦ Equalization basin
♦ Bar screen
♦ Aeration. basin
♦ Clarifier
♦ Chlorine contact chamber with tablet chlorination
♦ Sludge digester
♦ Flow meter
♦ Polishing pond
This facility is located off Northeast Market Street in Reidsville at the Diakon Molding
VUVVTP in Rockingham County.
2. Continue to discharge non -contact cooling water from outfall 002 at the Diakon
Molding VVV7 P. _
3. Discharge from said outfalls at the locations specified on the attached map into an
unnamed tributary to Lick Fork Creek, classified C waters in the Roanoke River Basin.

..� i
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if
Wol[ island ........... \ _ —
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1 • '�i ^ _ • - • _ -Cell) ..• ♦ ' • • ��r . 9: • • S _
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Ch
-
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e poi
PRMont t '�
40' 620 621 1 • 1«*cft1010 C.1.$VAV6V. w,s•.,»aroN. e.c.—Iss.
622 e23ml- E 7
Quad: Southeast Eden, N.C. N 0 0 0 0 2 8 z 8 Facility
Stream Class: c Location
Subbasin: 30202 Diakon Molding, Inc.:
Receiving Stream: UT Lick Fork Creek
Latitude: 36*22'56" (001) 36"22'59" (002)
Longitude: 79"38'57" (001) 79'39'02" (002) North sCaLK t24000

Permit NC0002828
A. (1.) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS (001)
During the period beginning on the effective date of this permit and lasting until expiration, the Permittee is
authorized to discharge from outfall 001. Such discharges shall be limited and monitored by the Permittee as
specified below:
T
TERISTICS
FFIow
LIMITS
MONITORING REQUIREMENTS
Monthly
Avera
Daily
Maximum
Measurement
F uenc
Sample Type
Sample Location
0.005 MGD
Continuous
Recording
Influent or Effluent
,y (204C)
(April 1— October 31
5.0 mg1L
7.5 mg/L
Weekly
Grab
Effluent
BOD, 5-day (202C)
November 1 — March 31
10.0 mg/L
15.0 mg/L
Weekly
Grab
Effluent
Total Suspended Residue
30.0 mg/L
45.0 mg/L
Weekly
Grab
Effluent
NHs as N
(April 1— October 31
2.0 mg/L
1 0 1j
Weekly
Grab
Effluent
NHs as N
November 1 — March 31
4.0 mg/L
j
Weekly
Grab
Effluent
Dissolved Oxygen
Weekly
Grab
Effluent,
Upstream & Downstream
Fecal Coliform (geometric mean)
200 / 100 ml
400 / 100 ml
Weekly
Grab
Effluent
Total Residual Chlorine
17Ng/L
2/Week
Grab
Effluent
Temperature (2C)
Daily
Grab
Effluent
Temperature (2C)
Weekly
Grab
Upstream & Downstream
pH3
Weekly
Grab
Effluent
Footnotes:
1. Upstream = at least 50 feet upstream from the outfall. Downstream = at least 100 feet downstream from the outfall.
2. The daily average dissolved oxygen effluent concentration shall not be less than 6.0 mg/L.
3. The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units.
There shall be no discharge of floating solids or visible foam in other than trace amounts.

Permit NC0002828
A. (2.) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS (002)
During the period beginning on the effective date of this permit and lasting until expiration, the Permittee is
authorized to discharge from outfall 002. Such discharges shall be limited and monitored by the Permittee as
specified below:
EFFLUENT
CHARACTERISTICS
LIMITS
MONITORING REQUIREMENTS
Monthly
Avers
Daily
Maximum
Measurement
Fr uenc
Sample Type
Sample Locations
Flow
Continuous
Recording
Influent or Effluent
Total Residual Chlorine2
21Week
Grab
Effluent
Temperature (9C) 3
Daily
Grab
Effluent,
Upstream & Downstream
pH4
Weekly
Grab
Effluent
Footnotes:
1. Upstream = at least 50 feet upstream from the outfall. Downstream = at least 100 feet downstream from the outfall.
2. Monitoring requirements apply only if chlorine is added to the cooling water.
3. The effluent temperature shall not cause the temperature of the receiving stream to increase more than 2.8°C. In no case
shall the effluent temperature cause the receiving stream temperature to exceed 32°C.
4. The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units.
There shall be no discharge of floating solids or visible foam in other than trace amounts.
A. (3.) BIOCIDE CONDITION
There shall be no chromium, zinc or copper added to the treatment system except as pre -approved
additives to biocidal compounds.
The permittee shall obtain approval -from the Division's Aquatic Toxicology Unit prior to the use of any biocide
(not previously approved by the Division) in the effluent discharged under this permit. Approval for use of any
biocide not previously approved should be requested at least 90 days in advance of any planned usage.
Contact the Aquatic Toxicology Unit for detailed instructions on requesting approval of biocides
NC DENR / DWQ / Aquatic Toxicology Unit
1621 Mail Service Center
Raleigh, North Carolina 27699-1621