NC0001210_Regional Office Historical File Pre 2016

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May 12, 2005
Mr. Richard C. Keziah, President
Monarch Hosiery Mills, Inc.
P.O. Box 1205
Burlington, North Carolina 27216-1205
Subject: Compliance Evaluation Inspection
Monarch Hosiery Mills — Altamahaw Plant
NPDES Permit No. NC0001210
Alamance County
Dear Mr. Keziah:
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
Jenny Freeman of this office performed a Compliance Evaluation Inspection of the
wastewater treatment facility at the former site of Monarch Hosiery Mills in Altamahaw in
Alamance County on May 10, 2005. You were present for the inspection. This type of
inspection consists of two basic parts: an in -office review of facility files and self -monitoring data
and an on -site inspection of the facility. This particular inspection evaluated four (4) areas, and
observations from each area are addressed below:
1. Permit
The permit became effective November 1, 2002 and expires May 31, 2006. Monarch Hosiery is
no longer using this facility. Therefore, the wastewater treatment plant is inactive, with no
discharge. The building is for sale, and has been on the market for approximately 6 months. In
May 2004, Mr. Keziah applied for and was granted Pump & Haul permit WQ0023939, which
expired on November 30, 2004. At that time, another application was made for a second Pump
& Haul permit and W00024617 was issued. This permit will expire on May 31, 2005.
Application is being made for a third Pump & Haul permit.
2. Facility Site Review
During operation, the system was used to treat primarily industrial waste generated from the
textile mill. The plant is rated to treat 50,000 gallons of wastewater per day. Now the system is
handling only a small volume of domestic waste from the few remaining staff. McPherson's
Septic Service pumps the settling basin on an as -needed basis.
3. Records/Reports
Monarch Hosiery was granted a waiver of the monthly reporting requirement by means of a
letter from Division of Water Quality dated June 18, 2004.
4. Effluent/Receivinq Waters
During active operation, the effluent was discharged to Reedy Fork Creek in the Cape Fear
River Basin. There is currently no discharge from the treatment system.
During the inspection, your current permitting options were discussed in some detail.
The current NPDES Permit No. NC0001210 expires on May 31, 2006. Please note that you
should begin the permit renewal process as soon as possible. If you decide not to renew this
permit, the re -permitting process for the future property owner could be extensive with an
Nam` Carolina
;Vatundly
North Carolina Division of Water Quality 585 Waughtown Street Winston Salem, NC 27107 Phone [phone] Customer Service
Internet: h2o.enr.state.nc.us FAX [phone]
An Equal Opportunity/Affirmative Action Employer — 50% Recycled/10% Post Consumer Paper

Mr. R.C. Keziah
Page 2
May 12, 2005
��N
uncertain result. If the future property owner plans to use the wastewater treatment system
immediately upon the sale of the building, the permit will need to be renewed now to ensure that
all Division of Water Quality rules and regulations are met. If you have any questions
concerning this matter, please contact Ms. Freeman or me at [phone].
Sincerely,
Steve W. Tedder
Water Quality Regional Supervisor
cc: WSRO — SWP
Central Files — SWP

United States Environmental Protection Agency
Form Approved.
EPA Washington, D.C. 20460
OMB No. 2040-0057
Water Compliance Inspection Report
Approval expires 8-31-98
Section A: National Data System Coding (i.e., PCS)
Transaction Code NPDES yr/mo/day Inspection Type Inspector Fac Type
1 U 2 U 31 NC0001210 111 121 05/05/lo 17 18 U 19 U 20 U
Remarks
21IIIII111111111111IIIIII1JIIIIIIIIIII IIIIIIII11166
Inspection Work Days Facility Self -Monitoring Evaluation Rating 81 QA --------------------------- Reserved -----------------------
67 I 169 70 U 71 U 72 U 73 W 74 751 I I I I I I 180
Section B: Facility Data
Name and Location of Facility Inspected (For Industrial Users discharging to POTW, also include
Entry Time/Date
Permit Effective Date
POTW name and NPDES permit Number)
09:40 AM 05/05/10
02/11/01
Monarch Hosiery Mills Incorporated
Exit Time/Date
Permit Expiration Date
2729 Ossippee Front St
Altamahaw NC 27202
10:15 AM 05/05/10
06/05/31
Name(s) of Onsite Representative(s)/Titles(s)/Phone and Fax Number(s)
Other Facility Data
Richard Keziah//336-584-0361 /
Name, Address of Responsible Official/Title/Phone and Fax Number
Boyd H McKenzie,PO Box 1205 Burlington NC 27216//336-584-0361/ Contacted
No
Section C: Areas Evaluated During Inspection (Check only those areas evaluated)
Permit 0 Records/Reports 0 Facility Site Review 0 Effluent/Receiving Waters
Section D: Summary of Finding/Comments (Attach additional sheets of narrative and checklists as necessary)
(See attachment summary)
Name(s) and Signature(s) of Inspector(s) Agency/Office/Phone and Fax Numbers Date
Jennife M. Freeman WSRO WQ///
Signature of Management Q A Reviewer Agency/Office/Phone and Fax Numbers Date
f' p -
EPA Form 3560-3 (Rev 9-94) Previous editions are obsolete.

NPDES yr/mo/day Inspection Type (cont.) 1
3I NC0001210 111 12, 05/05/10 1
17 18 U
Section D: Summary of Finding/Comments (Attach additional sheets of narrative and checklists as necessary)
1. Permit
The permit became effective November 1, 2002 and expires May 31, 2006. Monarch Hosiery is no longer using this
facility. Therefore, the wastewater treatment plant is inactive, with no discharge. The building is for sale,
and has been on the market for approximately 6 months. In May 2004, Mr. Keziah applied for and was granted
Pump & Haul permit WQ0023939, which expired on November 30, 2004. At that time, another application was made
for a second Pump & Haul permit and WQ0024617 was issued. This permit will expire on May 31, 2005.
Application is being made for a third Pump & Haul permit.
2. Facility Site Review
During operation, the system was used to treat primarily industrial waste generated from the textile mill. The
plant is rated to treat 50,000 gallons of wastewater per day. Now the system is handling only a small volume
of domestic waste from the few remaining staff. McPherson's Septic Service pumps the settling basin on an
as -needed basis, taken to East Burlington WWTP.
3. Records/Reports
Monarch Hosiery was granted a waiver of the monthly reporting requirement by means of a letter from Division of
Water Quality dated June 18, 2004.
4. Effluent/Receiving Waters
During active operation, the effluent was discharged to Reedy Fork Creek in the Cape Fear River Basin. There
is currently no discharge from the treatment system.

Permit
(If the present permit expires in 6 months or less). Has the permittee submitted a new application?
Is the facility as described in the permit?
Are there any special conditions for the permit?
Is access to the plant site restricted to the general public?
Is the inspector granted access to all areas for inspection?
Comment: The facility currently operates under Pump & Haul permit No. WO0024617. Permit will expire within the
next year, renewal process should be started immediately.
Effluent Pipe
Is right of way to the outfall properly maintained?
Are the receiving water free of foam other than trace amounts and other debris?
If effluent (diffuser pipes are required) are they operating properly?
Comment: The facility is no longer discharging.
Yes No NA NE
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MAY-09-2005 09:42 From:JEFFERIES SOCKS 3362269217 To:3367714630 P.2/2
DIRECTIONS TO MONARCH HOSIERY MILLS, INC.
Finishing Plant - Altamahaw, N. C.
Traveling north on 1-85 / 40 take the ELON exit ( #141) Take a
left at the exit stop light and go back across the bridge and go to
the second stop light and take a left onto GARDEN ROAD.
Follow GARDEN ROAD until you come to a stop sign (approximately 1.1 miles).
Take a right onto ST. MARK'S CHURCH ROAD. Follow ST. MARKS
CHURCH ROAD and continue on through the stop light at HWY 70.
ST. MARKS CHURCH ROAD changes to WILLIAMSON AVENUE on
the other side of the stop light. Continue on WILLIAMSON AVENUE into
the town of Elon . You'll go through four (4) stop lights. The third
stop light will be the intersection of HWY 100 and WILLIAMSON
AVENUE . Continue through this stop light for approximately .7 mile and
you'll come to the fourth stop light at UNIVERSITY DRIVE. Go through this
stop light and take a immediate left onto the ELON - OSSIPEE ROAD.
Continue for approximately 3 1/2 miles until you come to a stop sign at
OLD HWY 87. Take a left on OLD HWY 87 and go about .6 mile.
Our driveway is the paved road to the left, just before the bridge . The
street sign shows OSSIPEE / FRONT STREET. Come on through the gate
and our office is on the right _
(�e�.ia-/\

Boyd McKenzie
• 530 Pomeroy ST.
Graham NC 27253
MonuchHosiayM&
RECEIVED
July 25, 2004 N.C. Dept' of ENR
AUG 0 6 2004
Division of Water Quality Winston-Salem
Regional Office
To: Alan W. Klimek
Since the plant has shut down we have been using Steve McPherson to
pump the small aeration basin to prevent any discharge. We have
bypassed the two holding basins. Steve has removed the contents of one
of the basins and is in the process of emptying the second. When all of
the staff has moved from the building Steve will remove the contents of
the last tank.
Monarch will continue to maintain the package plant. In the event they
restart, or sell the property they will reinstate or transfer the permit.
Thank you for your help with this matter.
Sincerely, Boyd McKenzie

EFF.REPORT
NC0001210 DISCHARGE NO. 001
tCH HOSIERY MILLS INC.
MONTH: Septembe' YEAR:
CLASS: 2 COUNTY. Alamance
OPERATOR IN RESPONSIBLE CHARGE (ORC) Boyd Mckenzie
CHECK BOX IF ORC HAS CHANGED
CERTIFIED LABORATORIES (1)
PERSON(S) COLLECTING SAMPLES
GRADE 3 PHONE [phone]
(2)
Mail ORIGINAL and ONE COPIES to:
ATTN.CENTRAL FILES
DIV. OF WATER QUALITY X
1617 MAIL SERVICE CENTER (�5(-)I- UN tN RE
RALEIGH, NC 27699-1617 BY THIS SIGNATURE, I CERTIFY THAT THIS REPORT IS ACCURATE
AND COMPLETE TO THE BEST OF MY KNOWLEDGE

Facility Status: (Please check one of the following)
All monitoring data and sampling frequencies meet permit requirements
All monitoring data and sampling frequencies do NOT meet permit requirements
Compliant
Noncompliant
If the facility is noncompliant, please comment on corrective actions being taken in respect to equipment, operation, maintenance, etc.,
and a time table for improvements to be made.
No �--Low: Ta �1 l_Rty . \e-lyy1 lc, G
"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."
Permittee Address
00010 Temperature
00076 Turbidity
00080 Color (Pt -Co)
00082 Color (ADMI)
00095
Conductivity
00300
Dissolved Oxygen
00310
BOD5
00340
COD
00400
pH
00530 Total Suspended
Residue
00545
Settleable Matter
Permittee (Please print or type)
Signature of Permittee**
Phone Number
Date
PARAMETER CODES
00556
Oil & Grease
00951
Total Fluoride
01067
Nickel
00600
Total Nitrogen
01002
Total Arsenic
01077
Silver
00610
Ammonia Nitrogen
01092
Zinc
00625
Total Kjeldhal
01027
Cadmium
01105
Aluminum
Nitrogen
00630
Nitrates/Nitrites
01032
Hexavalent Chromium
01147
Total Selenium
01034
Chromium
31616
Fecal Coliform
00665
Total Phosphorous
32730
Total Phenolics
00720
Cyanide
01037
Total Cobalt
34235
Benzene
00745
Total Sulfide
01042
Copper
34481
Toluene
00927
Total Magnesium
38260
MBAS
00929
Total Sodium
01045
Iron
39516
PCBs
00940
Total Chloride
01051
Lead
50050
Flow
Permit Exp. Date
50060 Total
Residual
Chlorine
71880 Formaldehyde
71900 Mercury
81551 Xylene
Parameter Code assistance may obtained by calling the Water Quality Compliance Group at [phone], extension 581 or 534.
The monthly average for fecal coliform is to be reported as a GEOMETRIC mean. Use only units designated in the reporting
facility's permit for reporting data.
* ORC must visit facility and document visitation of facility as required per 15A NCAC 8A .0202 (b) (5) (B).
** If signed by other than the permittee, delegation of signatory authority must be on file with the state per 15A NCAC 2B .0506 (b)
(2) (D)•

EFF.REPORT
NC0001210 DISCHARGE NO. 001
2CH HOSIERY MILLS INC.
MONTH: Decembei YEAR
CLASS: 2 COUNTY: Alamance
OPERATOR IN RESPONSIBLE CHARGE (ORC) Boyd Mckenzie GRADE
CHECK BOX IF ORC HAS CHANGED
CERTIFIED LABORATORIES (1)
PERSON(S) COLLECTING SAMPLES
(2)
Mail ORIGINAL and ONE COPIES to.
AT -TN : CENTRAL FILES
DIV. OF WATER QUALITY X���
1617 MAIL SERVICE CENTER (SIGNATURE aFUHEHA I UKIN
RALEIGH, NC 27699-1617 BY THIS SIGNATURE, I CERTIFY THAT THIS REPORT IS ACCURATE
AND COMPLETE TO THE BEST OF MY KNOWLEDGE
2 PHONE [phone]
J, (;

Facility Status: (Please check one of the following)
All monitoring data and sampling frequencies meet permit requirements
All monitoring data and sampling frequencies do NOT meet permit requirements
Compliant
Noncompliant
If the facility is noncompliant, please comment on corrective actions being taken in respect to equipment, operation, maintenance, etc.,
and a time table for improvements to be made.
G—
"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."
Permittee (Please print or type)
Signature of Permittee** Date
Permittee Address Phone Number
PARAMETER CODES
00010
Temperature
00556
Oil & Grease
00951
Total Fluoride
01067
Nickel
00076
Turbidity
00600
Total Nitrogen
01002
Total Arsenic
01077
Silver
00080
Color (Pt -Co)
00610
Ammonia Nitrogen
01092
Zinc
00082
Color (ADMI)
00625
Total Kjeldhal
01027
Cadmium
01105
Aluminum
Nitrogen
00095
Conductivity
00630
Nitrates/Nitrites
01032
Hexavalent Chromium
01147
Total Selenium
00300
Dissolved Oxygen
01034
Chromium
31616
Fecal Coliform
00310
BOD5
00665
Total Phosphorous
32730
Total Phenolics
00340
COD
00720
Cyanide
01037
Total Cobalt
34235
Benzene
00400
pH
00745
Total Sulfide
01042
Copper
34481
Toluene
00530 Total Suspended
00927
Total Magnesium
38260
MBAS
Residue
00929
Total Sodium
01045
Iron
39516
PCBs
00545
Settleable Matter
00940
Total Chloride
01051
Lead
50050
Flow
Permit Exp. Date
50060 Total
Residual
Chlorine
71880 Formaldehyde
71900 Mercury
81551 Xylene
Parameter Code assistance may obtained by calling the Water Quality Compliance Group at [phone], extension 581 or 534.
The monthly average for fecal coliform is to be reported as a GEOMETRIC mean. Use only units designated in the reporting
facility's permit for reporting data.
* ORC must visit facility and document visitation of facility as required per 15A NCAC 8A .0202 (b) (5) (B).
** If signed by other than the permittee, delegation of signatory authority must be on file with the state per 15A NCAC 2B .0506 (b)
(2) (D)•

NC0001210 DISCHARGE NO
RCH HOSIERY MILLS INC.
e
EFF.REPORT
MONTH: YEAR _
CLASS: 2 COUNTY Alamance
311
©ORE�®��������������
1 I
�
• • •
����
11 11�®®
I .
1 :
1®
OPERATOR IN RESPONSIBLE CHARGE (ORC) Boyd Mckenzie GRADE
CHECK BOX IF ORC HAS CHANGED
CERTIFIED LABORATORIES (1)
PERSON(S) COLLECTING SAMPLES
(z)
Mail ORIGINAL and ONE COPIES to:
ATTN: CENTRAL FILES
DIV-OF WATER QUALITY x �r'�JCj���f��J�(
1617 MAIL SERVICE CENTER �`fGAA'`I UHL UFJFI�ES�6NSiBL
RALEIGH, NC 27699-1617 BY THIS SIGNATURE, I CERTIFY THAT THIS REPORT IS ACCURATE
AND COMPLETE TO THE BEST OF MY KNOWLEDGE
3 PHONE [phone]

Facility Status: (Please check one of the following)
All monitoring data and sampling frequencies meet permit requirements
All monitoring data and sampling frequencies do NOT meet permit requirements
Compliant
Noncompliant
If the facility is noncompliant, please comment on corrective actions being taken in respect to equipment, operation, maintenance, etc.,
and a time table for improvements to be made.
"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."
Permittee Address
00010
Temperature
00076
Turbidity
00080
Color (Pt -Co)
00082
Color (ADMI)
00095
Conductivity
00300
Dissolved Oxygen
00310
BOD5
00340
COD
00400
pH
00530 Total Suspended
Residue
00545
Settleable Matter
Permittee (Please print or type)
Signature of Permittee**
Phone Number
PARAMETER CODES
00556
Oil & Grease
00951
Total Fluoride
00600
Total Nitrogen
01002
Total Arsenic
00610
Ammonia Nitrogen
00625
Total Kjeldhal
01027
Cadmium
Nitrogen
00630
Nitrates/Nitrites
01032
Hexavalent Chromium
01034
Chromium
00665 Total Phosphorous
00720
Cyanide
01037
Total Cobalt
00745
Total Sulfide
01042
Copper
00927
Total Magnesium
00929
Total Sodium
01045
Iron
00940
Total Chloride
01051
Lead
Date
01067
Nickel
01077
Silver
01092
Zinc
01105
Aluminum
Permit Exp. Date
50060 Total
Residual
Chlorine
01147 Total Selenium
71880 Formaldehyde
31616 Fecal Coliform
71900 Mercury
32730 Total Phenolics
81551 Xylene
34235 Benzene
34481 Toluene
38260 MBAS
39516 PCBs
50050 Flow
Parameter Code assistance may obtained by calling the Water Quality Compliance Group at [phone], extension 581 or 534.
The monthly average for fecal coliform is to be reported as a GEOMETRIC mean. Use only units designated in the reporting
facility's permit for reporting data.
* ORC must visit facility and document visitation of facility as required per 15A NCAC 8A .0202 (b) (5) (B).
** If signed by other than the permittee, delegation of signatory authority must be on file with the state per 15A NCAC 2B .0506 (b)
(2) (D).

June 18, 2004
Mr. Richard C. Keziah
Monarch Hosiery Mills, Inc.
PO BOX 1205
BURLINGTON NC 27216-1205
micnaei r. atmivy, %avvvnwi
William G. Ross Jr., Secretary
Department of Environment and Natural Resources
Subject: Waiver of Monthly Reporting Requirement
Monarch Hosiery Mills, Inc. — Altamahaw Plant
NPDES Permit NC0001210
Alamance County
Dear Mr. Keziah:
Alan W. Klimek, P.E., Director
Division of Water Quality
N of ENR
JON 2 2 2004
Winston-JaIp,7;
Rol C'`F.e
Title 15A of the North Carolina Administrative Code, Subchapter 2B, Section .0506 enumerates
specific reporting requirements applicable to holders of NPDES permits issued by the State of
North Carolina. 15A NCAC 2B .0506 (a)(1)(E) states that permittees must continue to submit
monthly discharge monitoring reports (DMRs) to the Division of Water Quality, even when there
is no discharge from the facility during the reporting period. This requirement may be waived by
the Director of the Division of Water Quality during extended periods of no discharge.
I have reviewed your correspondence of June 8, 2004, which describes the unfortunate ceasing of
manufacturing operations at Monarch Hosiery Mills' Altamahaw Plant and requests a suspension
of NPDES reporting requirements for the facility's wastewater treatment plant (WWTP). You
state that due to the plant shut down, the WWTP receives no influent from manufacturing
processes. However, the WWTP will continue to serve a small office staff working on the site.
This small volume of domestic flow to the WWTP is planned to be pumped and hauled from the
facility for treatment and disposal. A pump and haul permit was secured on May 24, 2004 so
you could perform this activity.
After reviewing your letter and considering the recommendation of the staff of the Winston-
Salem Regional Office, I have agreed to waive the requirement to submit monthly DMRs for the
subject facility, effective June 1, 2004. The DMRs for September 2003, December 2003, and
May 2004 should be submitted, and include a summary report on progress made in implementing
those actions that will preclude the WWTP from discharging. Please note that the issuance of
this waiver is conditional upon your compliance with all terms and conditions of the pump and
haul permit. Please be further advised that if and when a discharge resumes, the discharge must
be monitored as per the terms of the NPDES permit and other applicable rules or statutes. Please
keep the Winston-Salem Regional Office apprised of any pertinent developments that arise
regarding wastewater treatment at this facility, especially if plant operations resume and the
WWTP is again activated.
"
. Y1:1ir.<:l •.
Customer Service Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617
1 800 623-7748 [phone] Fax: [phone]

In addition, this letter waives the requirement for certified operator visitation during this period
of no discharge activity. Though the visitation requirement is waived, it is strongly suggested
that knowledgeable personnel continue to perform routine oversight of wastewater management
operations in order to minimize the chance of an unintended discharge.
Please also be advised that while requirements for operator visitation, monitoring and reporting
are being waived during the period of no discharge, your company is still required to pay the
Annual Administering and Compliance Monitoring Fee that is associated with this and all
NPDES permits.
Thank you for your cooperation in this matter. If you have any questions, please contact the
Water Quality Section staff in our Winston-Salem Regional Office at [phone].
Sincerely,
rlt4
Alan W. Klimek. P.E.
cc: Winston-Salem Regional Office
Point Source Compliance/Enforcement Unit
Technical Assistance & Certification Unit
Charles Weaver
Jeanne Phillips
Central Files

VJ•Vu , ,��+„ ,ice.. •.-a��...�..+. �. ._.. _._ ___ _- ____
P.O. Box 1205
Burlington, NC 27216-1205
FAX [phone]
June 8, 2004
MONARCH HOSIERY MILLS, INC.
" 0""41d"Wu of -®.al. f do 9a4„
1,
ichael M. Mickey
Division of Watq� Quafrty
W' a em Regional. Office
595 Waughtown Street
Winston-Salem, NC 27107
Suk lect: NPDES Permit No. NC000121.0
Dear Mr. Mickey:
E,o Fk1 -
J1JA( ®a
- _
2729 Ossipee Front St.
Altamahaw, NC 27202-0247
Phone: [phone]
1-800-334-5168
Monarch Hosiery ceased manufacturing operations at our Altaaoahaw, NC
Plant in June 2002. We prescmtly have seven employees using the office space
at this facility. Since the only waste going into our waster treatment plant is
domestic waste from our office, we applied for and have received a Pump and
Haul permit. Our Pump and Haul permit number is WQ0023939 and is dated
May 24, 2004.
We are requesting that our NPDES Permit status be changed to" on hold".
Thank you in advance for your consideration.
Sincere ,
Richard C. Keziah

►J
-2004 09 : 06 FiiUM : NC U 1 V 151 UN Ut- taxi I trc Sao r r t-to-wi 1 u • V J 1 J 1 JJ JV 1 L
Michael F. Eeslcy, Govamor
/+9William G. Ron Jr., Secraary
p North Carolina Depa twat of Bnvimnmcnt and Natural Re3ources
�y Alan W.10i nek, P. E. Dh=tm
Division of Water Quality
Cakxn H. Sullins, Deputy Director
UU
MIMN Division of water Quality
t!
April 30, 2004
Mr, Richard C. Keziah, President
Monarch Hosiery Mills, inc.
P.O. Box 1205
Burlington, NC 27216-1205
SUBJECT; DMR Submittal
Monarch Hosiery Mills, Inc.
NPDES Permit No. NC0001210
Alamence County
Dear Mr. Keziah:
i spoke with Boyd McKenzie on April 15, 2004, concerning the process for
Monarch Hosiery to suspend submittal of the monthly self -monitoring reports (DMR's).
This option is possible because Monarch Hosiery has not discharged any wastewater
into Reedy Fork Creek since October 2002.
The process involves submitting a letter to our office explaining your current
situation and requesting that the permit status be changed to "on hold". Please note,
however, that this letter cannot be submitted until a Pump and Haul permit is issued and
in effect for the small quantity of domestic wastewater that Monarch still generating.
The "on hold" status will not affect the validity of the permit, your ability to transfer
the permit nor the annual permit fee payment requirement. It simply means that our
computer system no longer expects DMR's from the Monarch facility.
Should you have any questions, please give me a call at [phone].
cc: Central Files
WSRO
Sincerely,
%X�� %JA4>
Michael M. Mickey
Environmental Specialist it
N. C. DlvlNon of Water QualityYVatcr Quality Section 595 Wa*town Street Wit m-tiler, North C=11na 27107 (336) 7771/14600 C Re77-U3.67 8

PFV
P.O. Box 1205
Burlington, NC 27216-1205
FAX [phone]
June 8, 2004
MONARCH HOSIERY MILLS, INC.
`e anu faeiuzazs ofQud-lEy _{oslezty foz dm 6.am 13am "
r. ichael Mkey
Division of �ati7erQuality
W' - am Regional Office
585 Waughtown Street
Winston-Salem, NC 27107
Subject: NPDES Permit No. NC0001210
Dear Mr. Mickey:
2729 Ossipee Front St.
Altamahaw, NC 27202-0247
Phone: [phone]
1-800-334-5168
Monarch Hosiery ceased manufacturing operations at our Altamahaw, NC
Plant in June 2002. We presently have seven employees using the office space
at this facility. Since the only waste going into our waster treatment plant is
domestic waste from our office, we applied for and have received a Pump and
Haul permit. Our Pump and Haul permit number is WQ0023939 and is dated
May 24, 2004.
We are requesting that our NPDES Permit status be changed to " on hold".
Thank you in advance for your consideration.
Sincere ,
.
" eelelz�
Richard C. Keziah

NORTH CAROLINA
DEPARTMENT OF
ENVIRONMENT AND
NATURAL RESOURCES
FAX TRANSMITTAL
Water Quality Section
Winston-Salem Regional Office
585 Waughtown Street
Winston-Salem, N.C. 27107
Phone: [phone]
TO: �CP�
FAX NUMBER:
FROM:
DATE:
-_ \� O
Number of pages (including cover page):
5
F1.94A,
�ENF1
Fax: [phone]
[e-mail]

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
Coleen H. Sullins, Deputy Director
Division of Water Quality
April 30, 2004
Mr. Richard C. Keziah, President
Monarch Hosiery Mills, Inc.
P.O. Box 1205
Burlington, NC 27216-1205
SUBJECT: DMR Submittal
Monarch Hosiery Mills, Inc.
NPDES Permit No. NC0001210
Alamance County
Dear Mr. Keziah:
I spoke with Boyd McKenzie on April 15, 2004, concerning the process for
Monarch Hosiery to suspend submittal of the monthly self -monitoring reports (DMR's).
This option is possible because Monarch Hosiery has not discharged any wastewater
into Reedy Fork Creek since October 2002.
The process involves submitting a letter to our office explaining your current
situation and requesting that the permit status be changed to "on hold". Please note,
however, that this letter cannot be submitted until a Pump and Haul permit is issued and
in effect for the small quantity of domestic wastewater that Monarch still generating.
The "on hold" status will not affect the validity of the permit, your ability to transfer
the permit nor the annual permit fee payment requirement. It simply means that our
computer system no longer expects DMR's from the Monarch facility.
Should you have any questions, please give me a call at [phone].
Sincerely,
%j4Q__1 VVADV,_1'1�
Michael M. Mickey
Environmental Specialist II
cc: Central Files
WSRO
N. C. Division of Water Quality/Water Quality Section 585 Waughtown Street Winston-Salem, North Carolina 27107 [phone] Customer Service
1-877-623-6748
- ( 7,f -
V-X_�

inactive status?
Rust <[e-mail]>
Date: Tue, 20 Apr 2004 10:07:40 -0400
To: Mike Mickey <[e-mail]>
Hey Mike,
The way I understand this process is that the facility does need to request the change in status, and
explain why the change is appropriate. So, they would need to give details as to why they believe they
will no longer discharge, and the regional office would need to give their input and consent. Also, the
facility is still responsible for annual fees and renewal fees. As far as I know, the Director is the only
person who has the delegation to approve this change in status. Additionally, if they want to discharge
in the future, they would need to notify the regional office and the regional office would have to check
and agree that the facility was in good condition, and was ok to discharge. Now, this is symantics, but
technically, an inactive permit status means the permit has been rescinded or become void. According
to Bob, the permit status is "on hold" when the DMR submission requirement is suspended. So, I
think your letter explains what is going to happen pretty well, but for clarity, I would recommend not
using "inactive status", and use suspension of DMR submission, or on hold permit status. I hope this
helps. Let me know if you have any other questions.
Thanks,
Karen
Mike Mickey wrote:
Hi Karen - Me again. Can you read the attached letter and tell me if that is how inactive status is
supposed to work? Thanks, Mike.
Mike Mickey
NC DENR Winston-Salem Regional Office
Division of Water Quality, Water Quality Section
585 Waughtown Street
Winston-Salem, NC 27107
Voice: [phone] ext 264
FAX: [phone]
1 of 1 4/22/2004 8:13 AM

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
Coleen H. Sullins, Deputy Director
Division of Water Quality
April 6, 2004
Mr. Richard C. Keziah, President
Monarch Hosiery Mills, Inc.
P.O. Box 1205
Burlington, NC 27216-1205
SUBJECT: Pump & Haul Permit Application
Monarch Hosiery Mills, Inc.
Alamance County
Dear Mr. Keziah:
Per our conversation on April 2, 2004, the attached application is being sent to
you detailing the requirements for obtaining a pump & haul permit. This permit is
necessary because your domestic waste is being trucked for disposal.
Since the wastewater storage unit(s) are already in use, plans and specifications
sealed by an engineer are not required. A schematic of the pump and haul system
(drains, piping, tanks, pumps) will suffice along with detailed information on the type of
high water alarm.
The application fee is $675 (see attached fee schedule). Should you have any
questions, please give me a call at [phone].
Sincerely, 1
Michael M. Mickey
Environmental Specialist II
cc: Central Files
WSRO
N. C. Division of Water Quality/Water Quality Section 585 Waughtown Street Winston-Salem, North Carolina 27107 [phone]
,pw
A ENOR
Customer Service
1-877-623-6748

cc: Permits and Engineering
Technical Support Branch
Countv Health Department
Central Files
WSRO
SOC PRIORITY PROJECT: Yes No X
If Yes, SOC No._
To: Permits and Engineering Unit
Water Quality Section
Attention: (Jeanette Powell)
Date June 9, 1995
NPDES STAFF REPORT AND RECOMCENDATION
County Alamance
Permit No. NC0001210
PART I - GENERAL INFORMATION
1. Facility and Address: Monarch Hosiery Mills, Inc.
PO Box 1205
Burlington, NC 27216
2. Date of Investigation: June 8, 1995
3. Report Prepared by: Jim Johnston
4. Persons Contacted and Telephone Number:
Mr. Richard Keziah, President [phone]
5. Directions to Site: Take I-85 to Burlington. Take the Elon
College Esit travelling North through Elon College on
Williamson Ave. which turns into Elon Ossipee Road. Stay on
this road until it runs into SR 1558 or Old Highway 87.
Monarch is located near the old bridge on Old Highway 87.
6. Discharge Point(s), List for all discharge points:
Latitude: 36 10' 30" Longitude: 79 31' 00"
Attach a USGS map extract and indicate treatment facility
site and discharge point on map.
U.S.G.S. Quad No. C20NE U.S.G.S. Quad Name Ossipee
7. Site size and expansion area consistent with application?
_X Yes No If No, explain:
8. Topography (relationship to flood plain included):
Located above the flood plain.

3
9. Location of nearest dwelling: No dwellings within 1000
feet.
10. Receiving stream or affected surface waters: Reedy Fork
Creek.
a. Classification: C-NSW
b. River Basin and Subbasin No.: 03-06-02
C. Describe receiving stream features and pertinent
downstream uses: Has permitted discharges into
it.
PART II - DESCRIPTION OF DISCHARGE AND TREATMENT WORKS
1. a. Volume of Wastewater to be permitted: _0.05
MGD(Ultimate Design Capacity)
b. What is the current permitted capacity of the Waste
Water Treatment facility? 0.05 MGD
C. Actual treatment capacity of the current facility
(current design capacity)? 0.05 MGD
d. Date(s) and construction activities allowed by previous
Authorizations to Construct issued in the previous two
years: N/A
e. Please provide a description of existing or
substantially constructed wastewater treatment
facilities: Bar screen, aerated holding tank, to pre -
aeration basin, to aeration tank, clarifier, holding
tank, sand filter. Sludge holding tank.
f. Please provide a description of proposed wastewater
treatment facilities: N/A
g. Possible toxic impacts to surface waters: N/A
h. Pretreatment Program (POTWs only): N/A
in development approved
should be required not needed
2. Residuals handling and utilization/disposal scheme:
a. If residuals are being land applied, please specify DEM
Permit no.
Residuals Contractor
Telephone No.

b.Residuals stabilization: PSRP
PFRP Other
C. Landfill:
d. Other disposal/utilization scheme (Specify): Sludge is
pumped from the holding tank and taken to the City of
Burlington.
3. Treatment plant classification (attach completed rating
sheet): Class II
4. SIC Code(s): 2252
Primary 55 Secondary 02 a
Main Treatment Unit Code: 0 4 1 X 7
PART III - OTHER PERTINENT INFORMATION
1. Is this facility being constructed with Construction Grant
Funds or are any public monies involved. (municipals
only)?
2. Special monitoring or limitations (including toxicity)
requests:
3 Important SOC, JOC or Compliance Schedule dates: (Please
indicate)
Date
Submission of Plans and Specifications
Begin Construction
Complete Construction
4. Alternative Analysis Evaluation: Has the facility evaluated
all of the non -discharge options available. Please provide
regional perspective for each option evaluated.
Spray Irrigation: N/A
Connection to Regional Sewer System: N/A
Subsurface: N/A
Other disposal options:
5. Other Special Items:

PART IV - EVALUATION AND RECOMIENDATIONS
The influent to the plant overflows when all the dye vats
are dumped simultaneously. The reason for the overflow is that
the pipe to the holding basin is not large enough to handle the
flow. It is recommended that a special condition be put in the
permit that requires a larger pipe to be installed to prevent
further overflows.
It is recommended that permit NC0001210 be reissued in
accordance with Division policy.
gnature of y6port prepay
/�h, OA !�,�
Water Quality Regional Supervisor
'9"qs
Date

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RATING SCALE FOR CLAS! :ATION OF WATER POLLUTION NTROL SYSTEMS
Name of Facility: /t l �%re✓ ��e.r __
Owner or Contact Person: /I/ .4y i24�e
Mailing Address-
0 /,fie ,c /ZO
County: .4 / Telephone:��/o,)
Present Classification: 7 New Facility Existing Faclllty�_
NPDES Per. No. C_oo ' a / Nondisc. Per. No.WQ Health Dept.Per No.
Rated by: Telephone: &W 9& YG� Data:
Reviewed by: f Health Dept. Telephone:
Regional Office Telephone:
Central
ORC:____Grade:
Check Classification(s): Subsurface am SI
Wastewater Classification: (Circle One) I / fl
Office Telephone:
Telephone: S --a x c /
,ray Irrigation Land Application
III IV Total Points:—Z`
�•�.. • � � 1 1: : lu =►•1 �► W.0 a a I'sa W ► Wfel I=u. R09 11 -► 3 I Wlro
SUBSURFACE CLASSIFICATION
(check all units that apply)
1. septic tanks
2. pump tanks
3. siphon or pump -dosing systems
4. sand filters
5. • grease trapinterceptor
6 oil/water separators
7. gravity subsurface treatment and disposal:
8. pressure subsurface treatment and disposal:
SPRAY IRRIGATION CLASSIRCATiON
(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 trap/interceptor
8.
oiUwater separators
9
disinfection
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
be rated using the point rating system and will require an 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.
WASTEWATER TREATMENT FACILITY CLASSIFICATION
The following systems shall be assigned a Class I classification, 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. Oil/water Separator Systems consisting only of physical separation, pumps and disposal;
2 Septic TankfSand Filter Systems consisting only of septic tanks, dosing apparatus, pumps,sand fillers, disinfection
and direct discharge;
3,__Lagoon Systems consisting only of preliminary treatment, lagoons, pumps, disinfection, necessary chemical treatment for
algae or nutrient control, and direct discharge;
4. Closed -loop Recycle Systems;
5. __Groundwater Remediation Systems consisting only of oiUwater 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:
8. Seafood processing consisting of screening and disposal.
g., Single-family discharging systems, with the exception of Aerobic Treatment Units, will be classified if permitted after July 1,
1993 or 4 upon inspection by the Division, It is found that the system Is rat being adequately operated or maintained. Such
systems will be ratified of the classification or reclassification by the Commission, in writing.

The following scale is used for rating wastewater treatment facilities; (circle appropriate points)
REM POINTS
(1) Industrial Pretreatment Units or Industrial Pretreatment Program (see definition No. 33)...................................................4
(2) DESIGN
FLOW OF PLANT IN gpd (rot applicable to non -contaminated cooing waters, sludge handling facilities for
water purification plants, totally dosed cycle systems(see definition No. 11), and facilities consisting only of hem
(4)(d) or Items (4)(d) and (I1)(d))
0 . 20,000.............................................................................................................................................:.
20,001 - 60,000.....................................................................................................................................(Z;
60.001 - 100.000 ...............................................................................................................................
100.001 - 250.000..................................................................................................................................A
250.001 -'600.000................................ :........................................ ... ... ..................................................
500,001 - 1.000.000..........................................................................................»...................................A
1,000.001 - 2.000,D00...........................................................................................................................10
2,000,001 (and ups? rate 1 point additional for each 1100,000 00 NPAOlty UP m a Irtaitlnwm Of ,._.............30
n Flow
PRELIMINARY
I�RSMAOCESSES (see definition No.32)
(3)
(a)
Ba►Scmers!...........................................................................................................................................0
(b)
or
Mechanical Screens. Static Screens or Comminuting pevices..._.»._.»....._...._.»...._._....»._._....................».2
(c)
Grk Removal.........:....................................................................................................................................1
(d)
or
Mechanical or Aerated Grit Removal.............................................................................................................2
(e)
Flow Measuring Device .......................................... ...................................................................................... I
orf(f) Instrumented Flow Measurement............................................................................................................1(g)
Preaeration............................................................................................................................................2(h)
Influent Flow Equalization.......................................................................................................................
(1)
Grease or Oil Separators - Gravity ...... ..... _..............»....».............................................................................2
Mechanical................................................................................................................................................
Dissolved Air Flotation................................................................................................................................a
(1)
Prechiodnation..... _..................................................................................................................................5
(4) PR IMARYTREATMENT WirSrPROCESSES
(a)
Septic Tank (see definition No. 43)............................................................................................................2
(b)
Imhoff Tank...............................................................................................................................................5
(c)
Primary Clarhlers.......... ...............................................................................................................................5
(d)
Settling Ponds or Settling Tanks for Inorganic Non -toxic Materials (sludge handling facilities for water
purification plants. sand. gravel. stone, and other mining operation except recreational activities such as gem
orgold mining)........................................................................................................................................2
(5) SE ARY TREATMENT tIN6TSIPI=ESSFS
(a)
Carbonaceous Stage
(i) Aeration -High Purity Oxygen System .......................................... .............................. 20
DiffusedAir System.....................................................................................:.............. � S
Mechanical Air System (fixed, floating or rotor)......»_..._..._..._..�..._..._...»..._..._...»...
Separate Sludge Reiteration ............................................ .............. »............................... 3
(il) Trickling Filer
HighRate..................................................................................................................7
StandardRate .......................................... ............... ..»..»................. ...........................
PackedTower........................................................... »....................................................
oil) Biological Aerated Filler or Aerated Biological Filter ».__»...»._»»..._»._ .__»._»_.__.»_.10
(iv) Aerated Lagoons..........................................................................................................10
(v) Rotating Biological Contactors .............................. .................................... .................. 10
(VI) Sand Filters -intermittent biological ........................ ............................ ............................ 2
Recirculatingbiolaglcal..........................................».............. .........................................
(vli) Stabilization Lagoons ................................ »........... .................................... ..................5
(vfil) Clarifier.........................................................................................................................
(Ix) Single atsgo systom for combhod carbonaceous removal of DOD and nhrogonous removal by
nitrification (see definition No. 12)(Poims for this hem have to be In addition to hems
(5)(a)(1) through (5)(a)(viii),
utilizing the extended aeration process (see definition No3a)..........................................2
utilizing other than the extended aeration process....._...._................._....................»...a
(x) Nutrient additions to enhance BOD removal ...... »......»....................................................5
(XI) Biological Culture ('Super Bugs')addhion..»...................................................................5
(b)
Nitrogenous Stage
(I) Aeration - High Purity Oxygen System.».._»... .._ .._.»._. _...�...._...._.. _....»„.._..20
Diffused Alt System ............ ................................... ................... .............. ............ ..10
Mechanical Air System (fixed, floating or rotor)_..._..._..._.,._..._..._...»..._..._.. ..._...»...5
Separate Sludge Reaeration................... ........ ........................ ....................................... 3
(II) Trickling Filter -High Rate ............................ _.......... »....................... .»...............................7
Standard Rate ................. ...................................................... .....................5
PackedTower .......... .......... .................. ......... ....... ..»..... ............................ .................
QIQ Biological Aerated Filter or Aerated Biological 10
(Iv) Rotating Biological Contactors....................................................................................10
2
(v) Sand Filter - Intermittent b"Ical.............. .... ......... ................... » ............... ....... .......
Recirculatingbiological .... ............ .............................. ...... .... ».»....... .............................
(VI) psrfriar.............................. ... ............... ..... ... . ».»» ....._............ .».».»....... _»..»...5
(6) TERTIARY OR ADVANCED TREATMe4T LJNRSIPROCESSES
(a)
Activated Carbon Beds -
wkhoutcarbon regeneration ....... .»............... ...........»...»..»....»..»».................................5
withcarbon regeneration ............. . .......... »... .....»...........»....».».»... __ ..._.. ._.......15
(b)
Powdered or Granular Activated Carbon Food -
withoutcarbon regeneration.._...»..».. ».................... »..... .............. .»...... » „5
withcarbon regeneratlon.......... ..............».......».................»...........»..................»...._...15
(c)
Air stripping ..... ......... »... ........ ............................. ............»....»_.»......................................10
(d)
DentuffkationProcess...»..».»......_..............._...»..._„.......„...._.».........„.»..._...........»_...............
(0)
Electrodialysis........... ....................................._... »..._»..».... » ....»....._......._......... » .. »».»_....5
(f)
Foam Separation .... _».........„.................. ...»................»»...»...........__................»...»....»......».».......5
(g)
(h)
ion Exchange ... .......... ........................ ...... .............................».........»............................». .5
Land Application of Treated Effluent (sse definition No. 22b) (not applicable for sand. gravel. clone
and other similar mining operations) by high rate k0tratlon._
Phosphorous Removal by Biological Processes (See definition No. 26)...... «......_.».»».»......».......».»........20
())
(k)
Polishing Ponds - without uratlon .». »......_.._..».»_....»................»_....»....—.»»-»-.-.._..-»-»...---»2
with aeration......»»».»...........»......_.....»»»......»»»»._.......................»».........�..»..» .5

(m)
(n)
Reverse Osmosis......................................................................................................................................6
Sand or Mixed -Media Filters - low rate...........»...
high rate.........., t 55
(o)
Treatmerr &sea for removal of metal or cyanide .........................,................................................
( p )
treatment _ &ses for removal of toxic materials other than metal or cyanide ....... .............. ................... i 5
(7)
SUJOGETREATMENT
10
(a)
Sludge Digestion Tank - Heated (anaerobic).................................................... _....... _................................
Aerobic...........................................................................................................................................
Unheated(anaerobic)................................................................................................
(b)
Sludge Stabilization (chemical or thermal)...............................................................................................
(a)
Mudge Drying Beds - Oravity......................................................................................................................Z
VacuumAssisted.......................................................................................................................................6
(d)
Sludge Elutrlatlon............................................................................:.........................................................5
(e)
Sludge Conditioner (chemical or thermal) ........ ................................................. ...........................................
(1)
Sludge Thickener (gravity)..................................................................................................................5
(g)
Dissolved Air Flotation Unit
(not applicable to a unit rated as(3)(i)).......................................................... 6
(h)
Sludge t3as Utilization (including
gas storage) ....... »......... »......... »......... »......... ».......................................2
(1)
Sludge Holding Tank - Aerated .......................................... .......... »........................................................ .
Non-aerated.......................................................................................................................................... 2
())
Sludge Incinerat6r (not Including activated carbon regeneration)...............................................................
(k)
Vacuum Filter, Centrifuge, or Fitter Press or other similar dewatering devices .._»»..........................................10
(a)
RESIDUALS UTILIZATIOWDISPOSAL (including 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
orlandfill permk........................................................................................................................................2
(c)
Dedicated Landfill(burial) by the permittee of the wastewater treatment facility..............................................5
(a)
Chlorination.............................................................................................................................................5
(b)
Dechlorination..........................................................................................................................................5
(c)
Ozone.......................................................................................................................................................5
(d)
Radiation................................................................................................................................................5
(1 0)
CHEMICAL ADDITION SYSTEM(S) ( see definition No. 9) (not applicable to chemical additions rated as Rom (3)0),
(5)(a)(xi),
(6)(a), (6)(b), (7)(b), (7)(e). (9a), (9)(b) or (9)(c) 5 points each:
List................................................................................................
_ ..............................5
5
..................................................................................................................................
.....................................................................................................................................5
(1 1)
MISCBIANEOUS WW_ROCFSSES
(a)
Hong Ponds, Holding Tanks or Settling Ponds for Organic or Toxic Materials including wastes from mining
operations containing nitrogen or phosphorus compounds In amounts significantly greater than is common
fordomestic wastewater...........................................................................................................................A
(b)
Effluent Flow Equalization (rot applicable to storage basins which are inherent In land application systems).....2
(c)
Stage Discharge (not applicable to storage basins Inherent In land application systems) ...__.»... _.........»
(d)
Pumps................................................................................................................................................... 3
(e)
Stand -By Power Supply.......................................................................................................................
(f)
Thermal Pollution Control Device................................................................................................................3
TOTAL POINTS ...................................................... .................. ._3-2--
ClassI.................................................................................._.......................5.25 Points
Class11.........................................................................................................26-50 Points
Chwilt........................................................................................................51-65 Points
ClassIV.......................................................................................................66-UP Points
Facilities having a rating of one through four points, Inclusive, do not require a certified operator.
Facilities having an activated sludge process will be assigned a minimum classification of Class 11.
Facilities having treatment processes for the removal of metal or cyanide will be assigned a minimum classification of Class IL
Facilities having treatment proceeess for the biological removal of phosphorus will be assigned a minimum dassirication of Class III.
MU DEFINITIONS
The following definitions shall apply throughout this Subchapter.
(1) Activated Carbon Beds. A physicallchemkal method for reducing soluble organic material from wastewater effluent; The column -type beds used in this
method will have a flow rate varying from two to eight gallons per minute per square toot and may be either upflow or downflow carbon beds. Carbon may or
may not be regenerated on the wastewater treatment plant she;
(2) Aerated Lagoons. A basin in which all solids are maintained In suspension and by which biological oxidation or organic matter Is reduced through artificially
accelerated transfer of oxygen on a flow -through basis;
(3) Aeration. A process o1 bringing about Intimate contact between air or high purify oxygen In a liquid by spraying, agitation or d1flusbn;(3a) Extended
Aeration. An activated sludge process utilizing a minimum hydraulic detention time of 16 hours.
(4) Agriculturally managed she. Any she on which a crop Is produced, managed, and harvested (Crop Includes gooses, gramm trees, eta);
(5) Air Stripping. A process by which the ammonium ion is first converted to dissolved ammonia (pH adjustment) with the ammonia then released to the
atmosphere by physical means; or other similar processes which remove petroleum products such as benzene, toluene, and xylene;
(6) Carbon Regeneration The regeneration of exhausted carbon by the use of a furnace to provide extremely high temperatures which volatilize and oxidize the
absorbed Impurities;
(7) Carbonaceous Stage. A stage of wastewater treatment designed to achieve *secondary effluerd Births;
(6) Centrifuge. A mechanical device In which centrifugal fora Is used to separate solids from liquids or to separate liquids of dHerem derwWws;
(9) Chamicai Addition Systems- The addition o1 chemial(&) to wastewater at an application point for purposes of Improving solids removal, pH adjustment,
alkalinity control, etc.; the capability to experiment with different chemicals and different application points to achieve a specMlc result will be considered one
system; the capability to add chemica(s) to dual units will be rated as one system; capability to add a chemical at a different application points for different
purposes will result In the systems being rated as separate systems;
(10) Chemical Sludge Conditioning. The addition of a chemical compound such as Bate, ferric chloride, or a polymer to wet shrdge to coalesce the mass prior to
Its application to a dewatering device;
(11) Closed Cycle Systems. Use of holding ponds or holding tar*& for containment of wastewater containing Inorganic, non-roxlc materials from sand, gravel,
crushed stone or other similar operations. Such systems shell carry a maximum of two points regardless of pumping facilities or any other appurtenances;
(12) Combined Removal of Carbonaceous BOD and Nitrogenous Removal by Nkrfficatbn- A single stage system required to achieve pemth effluent ffmits on SOD
and ammonia nitrogen within the same biological reactor,
(13) Dechiorinatbn. The partial or complete reduction of residual chlorine In a liquid by any chemical or physical process;
(14) Denhriliatbn Process. The convention o1 nitrate-nitrogen to nitrogen gas;

115) Electrodialysis. Process for removing Ionized salts from water through the use of ion -selective Ion-exc`-- membranes;
(16) Filter Press. A process operated mechar 'or partially dewalering sludge;
(17) Foam Separation. The planned frothing towater or wastewater effluent as a means of removir isaive amounts of detergent materials through
the introduction of air In the form of fine bub too called loam fractionation;
(18) Grit Removal. The process of removing grit and other heavy mineral matter from wastewater,
(19) Imhoff Tank. A deep two story wastewater tank consisting of an upper sedimentation chamber and a lower sludge digestion chamber.
(20) Instrumented Flow Measurement. A device which Indicates and records rate of Iiow;
gl) ion Exchange. A chemical process In winch ions from two different molecules are exeha+ged;
2) Land application:
(a) Sludge Disposal. A final sludge disposal method by which wet sludge may be applied to land either by spraying on the surface or by subsurface injection
p.s., chisel plow); [not applicable for types of sludge described In (11) of this Rule];
(b) Treated Effluent. The process of spraying treated wastewater onto a land area or other methods of application of wastewater ono a land area as a
mearts of final disposal or treatment;
ro (23) Micscraen. A low speed, continuously back -washed, rotating drum fiber operating under gravity corditlons as a polishing method for removing
suspended solids from effluent;
(24) Nitrification Process. The biochemical conversion of unoxidized nitrogen (ammonia and organic nitrogen) to oxidized nitrogen (usually nitrate);
(25) Nitrogenous Stage. A separate stage of wastewater treatment designed for the specific purpose of converting ammonia nitrogen to nitrate nitrogen;
(26) Phosphate Removal, Biological. The removal of phosphorus from wastewater by an oxWanoxic process designed to enhance luxury uptake of phosphorus
by the microorganisms;
(27) Polishing Ponta. A holding pond following secondary treatment with suf Clem detention time to anion settling of finely Suspended solids;
8) Post Aeration Aeration following conventional secondary treatment units to Increase effluent D.O. or for any other purpose;
(29) Post Aeration. (Cascade) A polishing method by which dissolved oxygen is added to the effluent by a nonmechwnical, gravity means of flowing down a
series of steps or weirs; The flow occurring across the steps or weirs moves in a fairly thin layer and the operation of the cascade requires no operator
adjustment; thus, zero points are assigned even though this is an essential step to meeting the limits of the discharge permit;
(30) Powdered to Granular Activated Carbon Feed. A biophysical carbon process that utilizes biological activity and organic absorption by using powdered or
granular activated carbon; Virgin or regenerated carbon Is lead controlled Into the system;
(31) Preaeratlon. A tank constructed to provide aeration prior to primary treatment;
(32) Preliminary Units. Unit operations in the treatment process, such as screening and comminution, that prepare the liquor for subsequent major operations;
(33) Industrial Pretreatment.
(a) Pre-treatment Unit, Industrial. The conditioning of a waste at its source before discharge, to remove or to neutralize substances Injurious to sewers and
treatment processes or to effect a partial reduction.in load on the treatment process which is operated by the same governing body as the wastewater
treatment plant being rated;
b) Pre-treatment Program, Industrial - must be a State or EPA required program to receive points on the rating sheet;
(34) Primary Clarifiers. The first settling tanks through which wastewater is passed In a treatment works for the purpose of removing settleable and suspended
solids and SOD which Is associated with the solids;
(35) Pumps. All influent, effluent and In -plant pumps;
(36) Radiation. Disinfection or sterilization process utilizing devices emitting ultraviolet or gamma rays;
(37) Reverse Osmosis. A treatment process In which a heavy contaminated liquid is pressurized through a membrane forming nearly pure liquid into from
suspended solids;
(38) Rotating Biological Contractors. A fixed biological growth process in which wastewater flows through tanks in which a series of partially Submerged cimlar
surfaces are totaled;
(39) Sand Filters:
(a) Intermittent Biological. Filtration of effluent following septic tanks, lagoons, or some other treatment process In which further blodecomposhlon Is
expected to produce desired effluents, Hydraulic loading rates on these fibers are computed In gpd/ac and have a resulting low gpnVsf (less than one);
b) Recirculating biological - the same type of sand fiber as defined in Subparagraph (39) (a) of this Rule with the added capability to recycle effluent back
through the sand fitter;
(40) Sand or Mixed -Media Filters. A polishing process by which effluent limits are achieved through a further reduction of suspended solids;
(a) low rate — gravity, hydraulically loaded fiber with loading rates In the one to three gpmW range;
(b) high rate — a pressure, hydraulically loaded filter with loading rates in the five gpm/sf range; At any rate, the loading rate will exceed three gpMsf;
(41) Secondary Clarifiers. A tank which follows the biological unit of treatment plant and which has the purpose of removing sludges associated with the
biological treatment units;
(42) Separate Sludge Reaeration. A part of the contact stabilization process where the activated sludge Is transferred to a tank and aerated before returning it
to the contact basin;
(43) Septic Tank. A single -story settling tank in which settled sludge Is in contact with the wastewater flowing through the tank; shall not be applicable for
septic tank systems serving single family residences having capacity of 2,000 gallons or less which discharge to a nitrification field;
(44) Sludge Digestion. The process by which organic or volatile matter and sludge is gasified, iquefied,'mineralized or converted Into more stable organic matter
through the activity of living organisms, which Includes aerated holding tanks;
(45) Sludge Drying Beds. An area comprising natural or artificial layers of porous materials upon which digested sewage sludge is dried by drainage and
evaporation;
(46) Sludge Elutriation. A process of sludge conditioning in which certain constituents are removed by successive washings with fresh water or putt effluent;
(47) Sludge Gas lhUlzation. The process of using sewage gas for the purpose of heating buildings, driving argirles, etc.;
(48) Sludge Holding Tank (Aerated and Nonaerated). A tank trtlilzed for small wastewater treatment plants not containing a digester In which sludge may be
kept fresh, and supernatant withdrawn prior to a drying method (i.e. sludge drying beds); This may be done by adding a small amount of air simply to keep the
sludge fresh, but not necessarily an amount that would be required to achieve stabilization of organic matter. A nonaended tank would simply be used to
decant sludge prior to dewatering and would not allow long periods (several days of detention) without resulting odor problems;
(49) Sludge Incinerators. A furnace designed to bum sludge and to remove all moisture and combustible materials and reduce the sludge to a sterile ash;
(50) Sludge Stabilization (Chemical or Thermal). A process to make treated sludge loss odorous and putrescit". and to reduce the pathogenic organism
content; This may be done by pH adjustment, chlorine dosing, or by hem treatment;
(51) Sludge Thickener. A type of sedimentation tank In which the sludge is permitted to settle and thicken through agitation and gravity;
(52) Stabilization Lagoon. A type of oxidation lagoon In which biological oxklation of organic: matter Is effected by natural transfer of oxygen to the Waterfront
air (not a polishing pond);
(53) Stand -By Power Supply. On she or portable electrical generating equipment;
(54) Static Screens. A stationary screen designed to remove solids, including nor► Wegradable particulate (ffoatabla solids, suspended solids and BOO
reduction) from municipal and industrial wastewater treatment systems:
(55) Tertiary Treatment. A. stage of treatment following secondary which is primarily for the purpose of effluent polishing; A settling lagoon or sand or coal filter
might be employed for this purpose;
(56) Thermal Pollution Control Device. A device providing for the transfer of heat from a fluid flowing In tubes to another fluid outside the tubes, or vice versa;
or other mean of regulating liquid temperatures;
(57) Thermal Sludge Conditioner. A conditioning process by which heat Is added for a protracted period of time to improve the dewaterabtlity of sludge by the
solubiiizing and hydraulizing of the smaller and more highly hydrated sludge particles;
(58) Toxic Materials. Those wastes or combinations of wastes. Including disease -causing agents which after discharge and upon exposure, "lion. Inhalation
or assimilation Into ary organism, either directly from the environment or indirectly by ingestion through food chain, wilt cause death, disease. behavioral
abnormalities, cancer. genetic mutations, physiological malfunctions (Including maMunctbns In reproduction) or physical deformations. In such organisms or their
offspring; Toxic materials Include, by way of Illustration and not limitation: lead, cadmium, chromium, mercury, vanadium, arsenic, zinc, onho-nkro-chlorobenzens
(ONCE). polychbrinated biphenyl (PCBs) and dkhlorodiphenyl trichioroethtane (DDT); and any other materials that have or may hereafter be determined to have
toxic properties;
(59) Trickling Filter. A biological treatment unit consisting of a material such as broken stone or lock over which wastewater is distributed: A high rate trkWing
filter Is one which operated at between 10 and 30 mgd per acre. A low rate trickling fiber is one which Is designed to operate at one to (our mgd per acre:
(60) Trickling Flier (Packed Tower). A plug flow type of operation In which wastewater flows down through suceesshre layers of media or fi trals material; Organic
material 15 removed continually by the active biological fixed growth In each successive layer. This method may produce 'secondary' quality effluent, or may be
adapted to produce a nitrified effluent;
(61) Vacuum Filter. Centrifuges. or Filter Presses Devices which are designed to remove excess water from abhor dlgesfed or undigested sludge prior to disposal
or further treatment.

State of North Carolir
Department of Environment,
Health and Natural Resources
Division of Environmental Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
June 5, 1995
Mr. Richard C. Keziah
Monarch Hosiery Mills, Inc.
One Monarch Road
Altamahaw, North Carolina 27202-0247
Dear Mr. Keziah:
AT4
owli ;e
1:3EHNR
Subject: NPDES Permit Renewal
NPDES Permit NC0001210
Monarch Hosiery Mills, Inc.
Alamance County
This is to acknowledge receipt of the following documents on May 22, 1995:
• NPDES Permit Application Form
• Request for Permit Renewal
• Application Processing Fee of $200.00
I am, by copy of this letter, requesting that our Regional Office Supervisor prepare a staff report and
recommendations regarding this discharge. You will be advised of any comments, recommendations,
questions, or other information necessary for the application review. If you have any questions regarding
this application, please contact Jeanette Powell at [phone], extension 537.
cc: Winston-Salem Regional Office
Permit File
Sincerely,
ov�
t`'�_ David A. Goodrich, Supervisor
NPDES Permits Group
ASSSCND TO3Jg
DUE DATE
P.O. Box 29535. Raleigh, Noah 'Carolina 27626-0536 --lephone 919-733-7 015 FAX [phone]
An Equal Opportunity Affirmative Action Employe; 50% recyciedi 10% post -consumer paper

TM.1
NORTH CAROLINA DEPT. OF ENVIRONMENT, HEALTH, AND NATURAL RESOURCES
ENVIRONMENTAL MANAGEMENT COMMISSION
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
APPLICATION FOR PERMIT TO DISCHARGE WASTEWATER
STANDARD FORM C - MANUFACTURING AND COMMERCIAL
SECTION I. APPLICATION AND FACILITY DESCRIPTION
Unless otherwise specified on this form all Items are to be completed. If an Item Is not applicable indicate 'NA'.
ADDITIONAL INSTRUCTIONS FOR SELECTED ITEMS APPEAR IN SEPARATE INSTRUCTION BOOKLET AS INDICATED. REFER TO BOOKLET
BEFORE FILLING OUT THESE ITEMS.
1. Legal Name of Applicant
101
(see instructions)
2 Mailing Address of Applicant
(see Instructions)
Number& Street
102a
City
102b
State
102c
Zp Code
102d
3. Applicant's Authorized Agent
(see Instructions)
Name and Title
103a
Number& Street
103b
City
103c
State
103d
Zp Code
103e
Telephone
1031'
4. Previous Application
If a previous application for a .
permit under the National
Pollutant Discharge Elimination
System has been made; give
the date of application.
104
Please Print or Type
✓t(24QPCH H0-5,e2 r /►c�cc S �rG
O. 60 X /Zo5
'-7 gd C
11, 1(— O.'e.0 . /1/A„h' fh,JcE .5u
v 4.c-t l7vS
?_`72.,G
410 Sy'f -03(, t
Area Number
Code
q2 y q
YR MO DAY
I certify that I am familiar with the information contained in this application and that to the best of my knowledge and belief such information is true, complete,
and accurate. f
/�GIC-- /L C0126 102e /L(Arh%TE,vA.IC.6 e,V= ram 0,4 c.
Printed Name of Person Signing n Title 102t 7 S
1-7
Signature of Applicant or Authorized Agent YR MO DAY
Date Application Signed
North Carolina General Statue 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 or not more than $10,000 or imprisonment not more than 5 years, or both, for a similar offense.)

ENUY
5 Facility (see instructions)
and
Give the name, ownership,
physical location of the plant or
other operating facility where
discharge(s) presently occurs)
or will occur.
105a
• , ,-��{ (foSrF�y �✓e
Name
JAACH-p
AL - G. 7-77-o7-
Ownership (Public, Private
or both Public and Private)
105b
PUB �PRV BPP
check block if a Federal
106c
FEDfacility
and give GSA Inventory
106d
Control Number
Location:
Number& Street
105e
1 NoaP`° t?•a -
city
105f
IQI,TAMANAw7
County
105g
AU'w`Aw��
State
105h
6. Nature of Business State the nature
106a
(Y1PtJ4fP�-T�•R�w110 DP (1'g:,J,5 + �D.ES FFoStF�Y.
of the business conducted at the —
plant or operating facility.
106b
AGENCY USE
7, Facility Intake Water (see
instructions) Indicate water intake
volume per day by sources.
Estimate average volume per day
in thousand gallons per day.
sand gallons per day
Municipal or private water system
107a
107b
thousand gallons per day
Surface water
thousand gallons per day
Groundwater
107c
107d
__22_thousand gallons per day
Other
_ — —
107e
thousand gallons per day
Total Item 7
If there is intake water from 'other',
107f
specify the source. .
8 Facilityaverage
me per day in gallons
volume
per day for the followingg types of
}
water usage at the facility.
(See instructions)
108a
thousand gallons per day
Nonoontact cooling water,
108b
oZ thousand gallons per day
Boiler feed water
Process water (including contact
108c
16 thousand gallons per day
cooling water)
toed
thousand gallons per day
Sanitary water
108e
thousand gallons per day
Other'
108f
oZ Z thousand gallons per day
Total Item 8
• If there are discharges to' other',
specify
108g
If there is'Sanitay water use,
give the number of people served.
108h
%S people served

FOR AULNU
f
All Facility Discharges and other Losses. Number
and Discharge (See instructions)Volume Specify the
number of discharge points and the volume of water
discharged or lost from the facility according to the
categones below. Estimate average volume per day in
thousand gallons r da
9.
y
Numberof
Total Volume Discharged,
Discharge Points
Million Gallons Per Day
Surface Water
109a1
109a2
Sanitary wastewater transport systan
109b1
1092
Storm water transport system
109c1
109a2
Combined sanitary and storm water
109d1
109d2
transport system
Surface impoundment with no
109e1
109e2
effluent
Underground percolation
109f1
1092
Well injection
109g1
109g2
Waste acceptance firm
109h1
109h2
Evaporation
109i1
102
Consumption
109j 1
1
109j2
. O Z 2
Other*
109k1
1091<2
Facility dischargers and volume
Total Item 9
10911
(
10912
. O Z 2
'If there are discharges to'othee,
109m1
specify.
10. Permits, Licenses and Applications
List all existing, pending or denied permits,
licenses and applications related to discharges from this facility (see
For
Type of
Date
Date
Date
Expiration
IIssuing
Agency
Agency
I
Permit or
I
I
Filed
I
Issued
I
Denied
Date
I
Use
license
ID Number
YR/MO/DA
YR/MO/DA
I YR/MO/DA
YR/MO/D
qZ./T / 4 I LISho/ t I I %/ i/ 31
11. Maps and Drawings
Attach all required maps and drawings to the back of this application. (see instructions)
12. Additional Information
instructions)

STANDARD FORM C - MANUFACTURING AND COMMERCIAL
SECTION II
Complete this section for each discharge Indicated In Section
In which the waste water does not go through a treatment wor
there are also discharges to surface waters from this facility.
DISCHARGES ORIGINATE IN THE SAME FACILITY. All vale
operation. If this Is a proposed discharge, values should refli
ADDITIONAL INSTRUCTIONS FOR SELECTED ITEMS
BOOKLET BEFORE FILLING OUT THESE ITEMS.
1. Discharge Serial No. and Name
a. Discharge Serial No. 201a
(see instructions)
b. Discharge Name 201b
Give the name of discharge, H
any (see instructions)
c. Previous Discharge Serial No 201c
If a previous permit
application was made for this dis-
charge (Item 4, Section 1) provide
previous discharge serial
number.
2 Discharge Operating Dates
a. Discharge Began Date 202a
If the discharge described below
is in operation, give the date
(within best estimate) the
discharge began
b. Discharge to Begin Date 202b
If the discharge has never
occurred but is planned for some
future date, give the date the
discharge will begin.
c. Discharge to End Date If the 202c
discharge is scheduled to be
discontinued within the next 5
years, give the data (within best
estimate) the discharge will and.
3 Engineering Report Available
Check if an engineering report is
available to reviewing agency
upon request (see instructions) 2013
4, Discharge Location Name the
political boundaries within which
the point of discharge is located:
State
County
(If applicable) City or Town
S. Discharge Point Description
(see instructions)
Discharge into (check one)
Stream (includes ditches, arroyos,
and otherwatercourses
Lake
Ocean
Municipal Sanitary Wastewater
Transport System
Municipal Combined Sanitary
and Storm Transport System
BASIC DISCHARGE DESCRIPTION
I, Items 9, that is to surface waters. This Includes discharges to municipal sewerage systems
vs prior to being discharged to surface waters. Discharges to wells must be described where
SEPARATE DESCRIPTIONS OF EACH DISCHARGE ARE REQUIRED EVEN IF SEVERAL
iss for an existing discharge should be representative of the twelve previous months of
ict best engineering estimates.
4PPEAR IN SEPARATE INSTRUCTION BOOKLET AS INDICATED. REFER TO
got
ti /A
pot
O'F
YR MO
YR MO
B
Agency Use
(JORZH CPJz0 t4X Mild
ALA ",J� 204e
ALWAt At+Avi - OSS tQEE 204f _
205a RrSTR
LKE
OCE
MTS
MCS

'111 '1111
�
Municipal. Storm Water Transport ,
System
Well (injection)
Other
if'other is checked, specify type
205b
Discharge Point - Lat/Long.
Give the precise location of the
point of discharge to the nearest
ssooncl.
Latitude
2D6a
Longitude
206b
7. Discharge Receiving Water Name
Name the waterway at the point of
2D7a
discharge. (see instructions)
If the discharge is through an outfall that extends
207b
beyond the shoreline or is below the mean low
,water line, complete item 8,
For Aaencv Use
Maier I Minor Sub
DISCHARGE SERIAL NUMBER
00t
STS
E] WEL
OTH
1 207C 1
For Aaency Use
L 303e
& Offshore Discharge
a. Discharge Distance from Shore
208a
b. Discharge Depth Below Water
208b
9 Discharge Type and Occurrence
a Type of Discharge Chock
whether the discharge is
209a
continuous or intermittent.
(See instructions) .
b. Discharge Occurrence Days
per Week- Enter to average
number of days per week
209b
(during periods of discharge)
this discharge occurs.
c. Discharge Occurrence- Months
209c
If this discharge normally oper-
ates (either intermittently or
continuously) on less than a yea
around basis (excluding shut-
downs for routine maintenance),
check the months during the yea'
when the discharge is operating
(see instructions) --
Complete Items 10 and 11 if 'intermittenr is
checked in Item 9.a. Otherwise, proceed to
Item 12.
10, Intermittent Discharge Quantity
State the average volume per dis-
210
charge occurrence in thousands of
gallons
11. Intermittent Discharge Duration
and Frequency
Intermittent Discharge Duration
Per Day State the average
211a
number of hours per day the
discharge is operating
b. Intermittent Discharge
Frequency State the average
211b
number of discharge occu rrenoc s
per day during days when
discharging
12. Maximum Flow Period Give the
time period in which the maximum
212
flow of this discharge occurs
34- -DEG. Lk —MIN. RCSEC
-7 q DEG. 3.0 MIN. 3.0 SEC
F--011ZK CS-e-F-K =,J _rUa C-8215- FEA1Z
rr11 —fed
Rr(oon) Continuous
[] (int) Intermittent
I -days per week
ErJAN
FEB
0 MAR
[APR
MAY
[aJUN
JUL
8 AUG
Et SEP
OCT
NOV
DEC
- t3l A thousand gallons per day
13/ A hoursper day
01A discharge occurrences per day
_L
From to
month month

FOH AUE Y Usl:-
DISCHARGE SERIAL NUMBER
001
13 Activity Description Give a 213a KkOO PES-0 H-& E9% IN&% t-L-5- 3:0c. =S A
narrative description of activity of FtjF- AAE-e-03 HOS-afy
producing this discharge (see FWD Owe D,5C640,R-U& CC,-JS-S-rS OF
instructions) M-M 14,014tif
14,
Activity Causing Discharge For each SIC Code which
describes the activity causing this discharge, supply the
type and maximum amount of either the raw material
consumed (Item 14a) or the product produced (Item 14b)
in the units specifiedin Table I of the Instruction Booldet..
For SIC Codes not listed in Table 1, use raw material or
production units normally used for measuring production
(see instructions)
a. Raw Materials
Maximum Unit Shared Discharges
b. Products
Maximum Unit Shared Discharges

DISCHARGE SERIAL NUMBER I-..•
Oo�
15 Waste Abatement
a Waste Abatement Practices 215a
Narrative:U)AS-rCuXq A Eahr S OuK 29&9-As!r f- FAsr,
Describe the waste abatement
Coo,"-fpl�C►(L $cRF,-r15 i TNFa1 a^ rG&p.V, A/J
practices used on this dis-
charge with a brief narrative
aT =S -mt" RF6w10sa
(see instructions)
T,J-o 't,+c MA.J A��o.J G4afdSf�t 1=Ro►+ T�4ERb Zr CoRpJ.Ty
-r 1 -r.4r C AA F car n..t 13AS,,J 6W64 14 CRA'AsAs
+ Sl.-&-C =T ThIE IJ
rCu.os To A TArIK 0 W146eC-. =r_ SS
i
b Waste Abatement Codes 215b
(1) O&W rT (2) �t L-Q�•Atr (3) CSC 2k�
Using the codes listed in Table
(4GQAT (5) 715t3V)
II of the Instruction Booldet
(7)?sK�a.c (t3)'�Sw taF (9) 35rA6
describe the waste abatement
(10) t3ACTl�/ (11) r3aGRAT (12) 5-ri4 tc-K -
processes for this discharge in
(13) SOr r%AR (14) (15)
the order in which they occur
(16) (17) s)
if possible.
(19) (20) (21)
(22) (23) (24)
(25)

DISCHARGE SERIAL NUMBER
Oo f
16. Wastewater Characteristics
Check the box beside each constituent which is present in the effluent (discharge water). This determination is to
be based on actual analysis or best estimate.(see instructions)
Parameter
Present
Parameter
Present
216
216
Color
pper
00080
01042
Ammonia
r n
00610
01045
Organic nitrogen
OD605
01051
Nitrate
agnesium
00620
✓
00927
i n e
a ganese
00615
✓
01055
Phosphorus
ercury
00665
r
71900
-Sulfale
-Molybdenum
00945
01062
sulfide
rc e
00745
01067
Sulfiteenwm
00740
01147
Bromide
1 ver
71970
01077
Chloride
otassrum
00940
00937
Cyanide
rum
00720
00929
Fluoride
a ium
00951
01059
Aluminum
I itanium
01105
01152
n mony
I in
01097
01102
Arsenic
Zinc
01002
01092
Beryllium
9i s
01012
7
Barium
-Chlonnated organic compounds*
01007
74052
ion
Pesticides
01022
74053
Cadmium
i an grease
01027
00550
a crum
Phenols -
00916
32730
Cobalt
Surfactants
01037
36260
romrum
on
01034
50060
Fecal oo i orm bacteria
Radioactivity
74055
74050
Specify substances, compounds andlor elements in Item 26.
Pesticides (insecticides, fungicides, and rodenticides) must be reported in terms of the acceptable common names specified in Acceptable Common
Names and Chemical names for the Ingredient Statement on Pesticide Labels, 2nd Edition, Environmental Protection Agency, Washington, D.C. 20250,
June 1972, as required by Subsection 162.7(b) of the Regulations for the Enforcement of the Federal Insecticide, Fungicide, and Rodenticidle Act

DISCHARGE SERIAL NUMBER
Oo 1
17. Description of Intake and Discharge
Foreach of the parameters listed below, enter in the appropriate box the value or code letter answer called for (see instructions)
In addition, enter the parameter name and code and all required values for any of the following parameters if they are checked in Item 16:
ammonia, cyanide, aluminum, arsenic, beryllium, cadmium, chromium, copper, lead, mercury, nickel, selenium, zinc, phenols, oil and
grease, and chlorine (residual).
lnfluen=
Effluent
Parameter and Code
Untreatedin
Intake
-Plant
Treated
ai y
Average
Minimum
Value
Maximum
Value
Frequency
of Analysts
Numbero
Analyses
Sample
Type
Water
Intake
Observed or
Observed or
217
(Daily
Water
Expected
Expected
average)
(Daily
During
During
average)
Discharge
Discharge
Activity
Activity
1
2
3
4
5
6
7
8
Flow"
Gallons per day
00056
.050
COwr.
'R
P
Units
00400
•O
q • o
iJFEK�
(
G
Temperature (winter)
OF
74028
't
N /A
A
WEEra
I
G
Temperature summer
OF
74027
A l P,
0 ( A
w"6C0_.r
l
G
biochamcial uxygen
Demand
(BOD 5-Day)
L8sI-oA',
mg/l
00310
7-
Chemical Oxygen
Demand (COD)
mgA
_
_
I t • a
00340
0 (p,
I -Cis oA y
Totalspe
(nonflterable) Solids
mg l
00530
II
NIA
J-es Do, 4
2—
1 C
Specific Coonductance
micromhostcm at 250C
00095
O iA
01 A
WL-EK
I
MaSettleable tter
(residue)
mIA
00645
NIA
14A
01A
i.)(A
Other discharges sharing intake flow (serial numbers) (see instructions)

DISCHARGE SERIAL NUMBER
Oo1
17 (Cont'd)
Parameter and Code
217
n uenEffluent
-Number
]Untreated
Intake
Water
(Daily
average)
1
In -Plant
Treated
Intake
Water
(Daily
average)
2
ai y
Average
3
Minimum
Value
Observed or
Expected
Dunng
Discharge
Activity
4
Maximum
Value
Observed or
Expected
Dunng
Discharge
Activity
5
Frequency
of Analysis
6
of
Analyses
7
bample
Type
8
,-rR E co("2o
tap,
,)(p.
-M.
l
C
lT'RiI*_ 001-1
WA
O(A
it
1
C
�+ cR..s Ooror.
A
Z.o
fir«
1
C
18 Plant Controls Check if the following
plant controls are available for this
discharge
Alternate power source for major
pumping facility
Alarm or emergency procedure for
power or equipment failure
Complete Item 19 if discharge is fro
cooling and/or steam water
generation and water treatment
additives are used
19. Water Treatment Additives If the
discharge is treated with any
conditioner, inhibitor, or algicide,
answer the following:
a, Name of Material(s)
b. Name and address of
' manufacturer
c, Quantity (pounds added per
million gallons of water treated)
i
218
APS
ALM
219a
219b
219c

d Chemical composition of these
additives (see instructions)
Complete Items 20-25 if there is a thermal dische
(e.g., associated with a steam and/or power gene
_ plant, steel mill, petroleum refinery, or any other
manufacturing process) and the total discharge fl
10 million gallons per day or more. (see instructil
20. Thermal Discharge Source- Check
the appropriate items) indicating
the source of the discharge (see
- instructions)
Boiler Blowdown
Boiler Chemical Cleaning
Ash Pond Overflow
Boiler Water Treatment -
Evaporator Blowdown
Oil and Coal Fred Plants -Effluent
from Air Pollution Control Devices
Condense Coding Water
Cooling Tower Blowdown
Manufacturing Process
Other
21.. Discharge/Receiving Water
Temperature Difference
Give the maximum temperature
difference between the discharge
and receiving waters for summer
and winter operating conditions
(see instructions)
bummer
Winter
22 Discharge Temperature , Rate of
Change Per Hour
Give the maximum possible rate of
temperature change per hour of
discharge under operating
conditions (see instructions)
23 Water Temperature, Percentile
Report(Frequency of Occurrence)
In the table below, enter the
temperature which is exceeded 109'/6
of the year,'5% of the year, 1% of
the year and not at all (maximum
yearly temperature). (see
....,......,. instructions) _...y_..._.
Frequency of occurrence
" a. Intake Water Temperature
(subject to natural changes
b. Discharge Water Temperature
219d
tion
)w is
ms)
220
221a
221b
222
223a
223b
24. Water Intake Velocity 224
(see instructions)
25. Retention Time Give the length of 225
time, in minutes, from start of
water temperature rise to discharge
of cooling water. (see instructions)
DISCHARGE SERIAL NUMBER
OOt
0 BLBD
BCCL
APOF
EPBD
OCFP
COND
[] CTBD
MFPR
OTHR
OF
OF
OF./hour
maximum
OF OF OF OF
OF OF OF OF
feettsec.
minutes

DISCHARGE SERIAL NUMBER
oot
26. Adclifional lnfbrmation

STANDARD FORM C - MANUFACTURING AND COMMERCIAL
SECTION III. WASTE ABATEMENT REQUIREMENTS a IMPLEMENTATION (CONSTRUCTION)
SCHEDULE
This section requires information on any uncompleted implementation schedule which may have been imposed for construction of waste treatment
facilities. Such requirements and implementation schedules may have been established by local, State, or Federal agencies or by court action. In
addition to completing the following items, a copy of an official implementation schedule should be attached to this application. IF YOU ARE SUBJECT
TO SEVERAL DIFFERENT IMPLEMENTATION SCHEDULES, EITHER BECAUSE OF DIFFERENT LEVELS OF AUTHORITY IMPOSING
DIFFERENT SCHEDULES (ITEM 1a) AND/OR STAGED CONSTRUCTION OF SEPARATE OPERATIONAL UNITS (ITEM 1c), SUBMIT A
SEPARATE SECTION III FOR EACH ONE.
Schad. Na
1. Improvements
a. Discharge Serial Numbers
Affected List the discharge
serial numbers, assigned in
Section II, that are covered by
this implementation schedule
b. Authority Imposing Require-
ment Check the appropriate
item indicating the authority
for the implementation schedule
If the identical implementation
schedule has been ordered by
more than one authority, check
the appropriate items. (see
instructions)
Locally developed plan
Areawide Plan
Basin Plan
State approved implementation
schedule
Federal approved water quality
standards implementation plan
Federal enforcement procedure
or action
State court order
Federal court order
c. Facility Requirement Specify
the 3-character code of those
listed below that best describes
in general terms the require-
ment of the implementation
schedule and the applicable six -
character abatement codes(s)
from Table II of the instruction
booklet If more than one
schedule applies to the facility -
because of a staged constructs
schedule, state the stage of con•
struction being described here
with the appropriate general
action code. Submit a separate
Section III for each stage of
construction planned.
300
301a
301b ElLOC
ARE
BAS
SOS
WQS
7ENF
CRT
0 FED
3-character
(general)
301c
301d
6-character
- (specific)
see Table II)
New Facility
NEW
Modification (no increase in capacity or treatment)
MOD
Increase in Capacity
INC
Increase in Treatment Level
INT
Both Increase in Treatment Level and Capacity
ICT
Process Change
PRO
Elimination of Discharge
ELI

Implementation Schedule and 3. Actual Completion Dates
Provide dates imposed by schedule and any actual dates of completion for implementation steps listed below.
Indicate dates as accurately as possible. (see instructions)
Implementation Steps 2. Schedule
(yr/Mo/Day)
3. Actual Completion (Yr/Mo/Day)
a Preliminary plan complete
302a
_I�
303a
—J�—
b. Final plan submission
302b
303b
c. Final plan complete
302c
30
d Financing complete & contract
302d
_J�
303d
-J—J
awarded
a. Site acquired
3029
303e
—�-�
I. Begin construction
300
303f
-J--�
g, End construction
302g
303g
-�-1
h Begin discharge
302h
—J—J
303h
i. Operational level attained
302i
_J_J
303i
��

N. C. DEPARTMENT OF NATURAL RESOURCES & COMMUNITY DEVELOPMENT
ENVIRONMENTAL MANAGEMENT COMMISSION
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
APPLICATION FOR PERMIT TO DISCHARGE
ADDITIONAL REQUIRED INFORMATION
APPLICATION NUMBER
DISCHARGE SERIAL NUMBER
REFER TO DIRECTIONS ON REVERSE SIDE BEFORE ATTEMPTING TO COMPLETE THIS FORM
Parameter
�Code)
501)
Untreated
Intake
Water
(Daily
average)
In -plant
Treated
Intake
Water
(Daily
avers
ai y
Average
inimum
Value
maximum
Value
requency
of Analysis
NumberSample
of
Analyses
Type
REMARKS:
I oar* that I am familiar with the information contained in this report and that to the
best of my knowledge and belief such information is true, complete and accurate.
Date Form ComnletedName ot Authorizeden i na re

Directions - For each parameter listed, complete the
information requested in each column in the units specified according to
the instructions given below.
Column I - Enter the daily average value of the intake water at
the pant it enters the facility. If intake water if from more than one source,
and enters the facility at separate entry points, the value given in column 1
should be weighted proportional to the quantity of flow contributed from
each source. If water is treated before use, completion of this column is
not required (see instructions for column 2). Values of intake are not
required for mining activities.
Column Z- If all or part of intake water is treated before use,
Eprovide values for total intake here instead on in Column 1, Also describe
riefy in item 26 'additional information,' the type of treatment performed
on intake water (e.g., rapid sand filtration, coagulation, flocculation, ion
exchange, etc.) and the percent of intake water contributing to this
discharge that has been treated.
Column 3 - Supply daily average value for the days when
discharge is actually operating or is expected to be operating a new
discharge). Daily average vues are to be oomputed by weg ing the
daily value in proportion to the daily flow. If a disoharrge occurs
irregularly, the value supplied in the column marked Daily Average'
should represent an average for the average for the days the discharge
actually occurs. Average values are not to be supplied for pH, specific
conductance, and bacteriological parameters (e.g., ooliform bacteria).
Columns 4 and 5 - Supply minimum and maximum value
observed (or expected for new discharge) over any one day when the
discharge is opereting.
Column 6 - Specify the average frequency of analysis for each
parameter as number analyses per number of days (e.g., '317' is
equivalent to three analyses performed every 7 da s). If continuous, enter
'CONT.' When analyses are conducted on more than one individual grab
sample collected during the same day, the analysis frequency should
reflect one analysis whose value is the average of the individual grab
sample measurements. Average frequency should be based on an
operating month.
Column 7- Specify the number of analyses performed at the
average frequency specified in column 6, up to 365.
Column 8- Specify sam�le type as follows:
G For grab sample (indivi ual sample collected in less than
15 minutes .
#C or composite sample # is 1b be replaced by the average
number of hours aver which the composite sample was
collected Composite samples are combinations of individual
samples obtained at intervals over a time period, either the volume
of each individual sample is directly proportional to discharge tow
rates or the sampling interval (for constant volume samples) is
inversely proportional to the flow rates over the time
period used to produce the composite.
NA If'CONT' was entered in column 6.
Analytical metinods - Appendix A contains all Parameterswith
their reporting levels, test descriptions, and references. The parameter
values can be determined either by use of the standard analytical methods
as described in table A or by methods previously approved by the EPA
Regional Administrator or Director of a federally approved State program
(or their authorized representative) who has jurisdiction over the State in
which the discharge occurs. If the test used is not one shown in table A,
the test procedure should be referenced in 'Remarks' or on a separate
sheet.. If values are determined to be less than the detectable limits (as
determined by referenced standard analytical techniques and/or
instrument manufacturers literature), specs 'LT(Value of detectable
limit)' in the appropriate space. For examp�fe, if the detectable limit is
005 mg4 and quantities of less than this are determined, specify'LT.005.'
Do not enter descriptors such as 'NIL," "TRACE,''NEG, etc. foFthis
purpose. If it is your reasoned judgrnent that one or more of the required
parameters is not present in the initial untreated or treated process water
and/or the discharge, enter an 'A" (meaning 'absent') in the appropriate
space.
In order for values reported to be representative, it is
recommended that theybe based on from at least five to seven analyses
of composite samplef applicable). Each of the composite samples
should be obtained by oomposnting frequent samples in proportion to flow
over an operating day. Samples should be taken during period of
maximum production, 0 possible. If samples are taken at periods of less
than maximum production, state in 'Remarks' the percent of maximum
production that was obtained during the sampling period.