NC0004260_Regional Office Historical File Pre 2018 (2)

DIVISION OF
• e ., ENVIRONMENTAL
; r��, North Carolina Department of Natural MANAGEMENT
Resources &Community Development Robert F.
Director
` •� " James B. Hunt, Jr , Governor L Joseph W. Grimsley, Secretary Telephone [phone]
_.,,,
COMMUNITY Didi,001 T
DECi ofiii5,,,,ek'
)7' J cc
December 6, 1983
.) D1 DIVIS{D* 1llll ii M __;iT
Mr. Ross V. Oddo , mmun mma f�
Chicago Rawhide
Manufacturing Company
900 North State Street
Elgin, Illinois 60120
Subject: NPDES No. NC0004260
Precision Seals, Inc .
. (formerly Garlock Precision Seal )
Gaston County
Dear Mr. Oddo:
In accordance with your request received November 21 , 1983, we are
forwarding herewith the Subject permit now issued to Precision Seals, Inc. .
The only change in this permit is in name and ownership. This permit is
issued pursuant to the requirements of North Carolina General Statute 143-
215.1 and the Memorandum of Agreement between North Carolina and the U. S.
Environmental Protection Agency.
If you have any questions concerning this Permit, please contact Ms.
Helen S. Fowler at telephone number 919/733-5083.
Sincerely yours,
Original:FRObRSTF. W
m I-
cc: Mr. Jim Patrick, EPA
Mooresville Regional Manager
POLLUTION PREVENTION PAYS
P. O. Box 27687 Raleigh,N. C.27611-7687
An Equal Opportunity Affirmative Action Employer

--'---• - - - - VVVYLUV
a
STATE OF NORTH CAROLINA
DEPARTMENT OF NATURAL RESOURCES & COMMUNITY DEVELOPMENT
DIVISION OF ENVIRONMENTAL MANAGEMENT
PERM I T
To Discharge Wastewater Under the NATIONAL
POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provisions of North Carolina General Statute 143-215.1,
other lawful standards and regulations promulgated and adopted by the North Carolina
Environmental Management Commission, and the Federal Water Pollution Control Act, as
amended,
Precision Seals, Inc.
is hereby authorized to discharge wastewater from a facility located at
US 321 South
Gastonia
Gaston County
to receiving waters designated Crowders Creek in the Catawba River Basin
in accordance with effluent limitations, monitoring requirements, and other
conditions set forth in Parts I, II, and III hereof.
This permit shall become effective December 6, 1983
This permit and the authorization to discharge shall expire at midnight
on March 31, 1988
Signed this day of December 6, 1983
Original Signed By
FORREST R. WESTALL
FOR
Robert F. Helms, Director
Division of Environmental Management
By Authority of the Environmental
Management Commission
M1 & I1

Permit No. NC0004260
SUPPLEMENT TO PERMIT COVER SHEET
Precision Seals, Inc.
is hereby authorized to:
1. After receiving an Authorization to Construct from the
Division of Environmental Management, enter into a
contract for construction of additional wastewater
treatment facilities,
2. Operate the existing 14,000 GPD domestic wastewater
treatment plant, which consists of a bar screen, aeration
basin, secondary clarifier with sludge return, and chlor-
nation facilities, and the existing oil and water separator
and continue to operate a physical-chemcal wastewater treat-
ment facility to be operated in conjunction with the existing
facility which consists of an equalization basin, pH adjust-
ment, alum and lime feed units and mixing basin, clarification,
a final filtration system, and sludge dewatering facilities
located at Precision Seal in Gaston County, (Note Part III of
this Permit) , and
3. Discharge from said treatment works into Crowders Creek in the
Catawba River Basin, which is classified Class "C" waters.

A. (1). EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS Final
During the period beginning on the effective date of the Permit and lasting until expiration, the
permittee is authorized to discharge from outfall(s) serial number(s). ool.
Such discharges shall be limited and monitored by the permittee as specified below:
Effluent Characteristics
Discharge Limitations Monitoring Requirements
Kg/day (lbs/day) Other Units (Specify) ***Measurement **Sample * Sample
Daily Avg. Daily Max. Daily Avg. Daily Max. Frequency hype Location
Flow
0.148 MGO Daily Continuous I or E
'' MonthlyComposite I,E,U,D
BOD5 16.8(37 .0) 25.2(55.5)
TSS 23 mg/1 61 mg/1 Quarterly Composite I,E
NH3 as N 7 .84(17 .3) 11 .8(25.9)
Quarterly Composite I,E
Fecal Coliform (geometric mean)
1000/100 ml 2000/100 ml Monthly Grab E,U,D
Oil and Grease 17 mg/1 42 mg/1 Monthly Grab E
. Phenols 0.11(0.25) 0.11(0.25)
Monthly Composite E,U,D
Cyanide 270 pg/1 1290 pg/1 Monthly Composite E,U,D
Total Chromium 800 ug/1 2870 pg/1 Monthly Composite E
Copper 1090 pg/1 3720 ug/1 Monthly Composite E
Iron
0.20(0.44) 0.40(0.88) Monthly Composite E
Phosphorous 0.20(0.44) 0.40(0.88)
Monthly Composite E
Zinc 600 pg/1 2640 pg/1 Monthly Composite E
**** Daily Grab E,U,D
Temperature
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(continued on next page)
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The pH shall not be less than standard units nor greater than standard units
and shall be monitored
There shall be no discharge of floating solids or visible foam in other than trace amounts.

Continued from page 1
w
A. (1). EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS Final
During the period beginning and lasting until
permittee is authorized to discharge from outfall(s) serial number(s).
Such discharges shall be limited and monitored by the permittee as specified below:
Effluent Characteristics
Discharge Limitations Monitoring Requirements
Kg/day (lbs/day) Other Units (Specify) ***Measurement **Sample Sample
Daily Avg. Daily Max. Daily Avg. Daily Max. Frequency .ype— Location
Daily Grab U,D
Dissolved Oxygen
Settleable Matter Daily Grab E
Residual Chlorine Daily Grab E
Quarterly Composite E,U,D
COD
Total Residue Quarterly Composite I,E
*Sample locations: I - Influent, E - Effluent, U - Upstream, D - Downstream
**All stream samples shall be grab samples.
***Daily means every day on which a wastewater discharge occurs except Saturdays, Sundays, and legal holidays. Daily
stream sampling frequency may be reduced at each sampling station to one (1) time per week except during the months
of June, July, August and September, when the frequency must be no less than three (3) times per week at each sampling
station.
****The temperature shall be such as not to cause an increase in the stream water temperature of more than 5°F above
ambient stream water temperature.
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The pH shall not be less than 6.0 standard units nor greater than 9.o standard units
and shall be monitored daily by grab samples at I,E,U,D.
There shall be no discharge of floating solids or visible foam in other than trace amounts.

Part I
Permit No. NC
B. SCHEDULE OF COMPLIANCE
1 . The permittee shall achieve compliance with the effluent limitations
specified for discharges in accordance with the following schedule:
2. No later than 14 calendar days following a date identified in the above
schedule of compliance, the permittee shall submit either a report of
progress or, in the case of specific actions being required by identified
dates, a written notice of compliance or noncompliance. In the latter
case, the notice shall include the cause of noncompliance, any remedial
actions taken, and the probability of meeting the next scheduled requirement.
M 4 R T 4

PART I
Permit No. NC
Act used herein means the Federal Water Pollution Control Act, As amended.
DEM used herein means the Division of Environmental Management of the
Department of Natural Resources and Community Development
"EMC" used herein means the North Carolina Environmental Management
Commission.
C. MONITORING AND REPORTING
1 . Representative Sampling
Samples and measurements taken as required herein shall be representative
of the volume and nature of the monitored discharge.
2. Reporting
Monitoring results obtained during the previous month(s) shall be
summarized for each month and reported on a Monthly Monitoring Report
Form (DEM No. MR 1 .0, 1 .1 , and 1.4) postmarked no later than the 45th
day following the completed reporting period. The first report is due on
. The DEM may require reporting of additional monitoring
results by written notification. Signed copies of these, and all other
reports required herein, shall be submitted to the following address:
Division of Environmental Management
Water Quality Section
Post Office Box 27687
Raleigh, North Carolina 27611
3. Definitions
a. The "daily average" discharge means the total discharge by weight
during a calendar month divided by the number of days in the month
that the production or commercial facility was operating. Where less
than daily sampling is required by this permit, the daily average
discharge shall be determined by the summation of all the measured
daily discharges by weight divided by the number of days sampled
during the calendar month when the measurements were made.
b. The "daily maximum" discharge means the total discharge by weight
during any calendar day.
4. Test Procedures
Test procedures for the analysis of pollutants shall conform to The EMC
regulations published pursuant to N. C. G. S. 143-215.63 et seq. . The
Water and Air Quality Reporting Act, Section 304(g) , 13 USG 1314, of the
Federal Water Pollution Control Act, As Amended, and Regulation 40 CFR 136.
5. Recording Results
For each measurement or sample taken pursuant to the requirements of
this permit, the permittee shall record the following information:
I5

• • PART I
Permit No. NC
a. The exact place, date, and time of sampling;
b. The dates the analyses were performed;
c. The person(s) who performed the analyses;
d. The analytical techniques or methods used; and
e. The results of all required analyses.
6. Additional Monitoring by Permittee
If the permittee monitors any pollutant at the location(s) designated
herein more frequently than required by this permit, using approved
analytical methods as specified above, the results of such monitoring
shall be included in the calculation and reporting of the values required
in the Monthly Monitoring Report Form (DEM MR 1 .0, 1 .1 , 1.4)
Such increased monitoring frequency shall also be indicated. The DEM
may require more frequent monitoring or the monitoring of other pollu-
tants not required in this permit by written notification.
7. Records Retention
All records and information resulting from the monitoring activities
required by this permit including all records of analyses performed and
calibration and maintenance of instrumentation and recordings from
continuous monitoring instrumentation shall be retained by the permittee
for a minimum of three (3) years, or longer if requested by the State
Division of Environmental Management or the Regional Administrator of
the Environmental Protection Agency.
I6

PART II
Permit No. NC
A. MANAGEMENT REQUIREMENTS
1 . Change in Discharge
All discharges authorized herein shall be consistent with the terms and
conditions of this permit. The discharge of any pollutant identified
in this permit more frequently than or at a level in excess of that
authorized shall constitute a violation of the permit. Any anticipated
facility expansions, production increases, or process modifications which
will result in new, different, or increased discharges of pollutants must
be reported by submission of a new NPDES application or, if such changes
will not violate the effluent limitations specified in this permit, by
notice to the DEM of such changes. Following such notice, the permit
may be modified to specify and limit any pollutants not previously limited.
2. Non compliance Notification
If, for any reason, the permittee does not comply with or will be unable
to comply with any effluent limitation specified in this permit, the per-
mittee shall provide the Division of Environmental Management with the
following information, in writing, within five (5) days of becoming aware
of such condition:
a. A description of the discharge and cause of noncompliance; and
b. The period of noncompliance, including exact dates and times; or,
if not corrected; the anticipated time the noncompliance is expected
to continue, and steps being taken to reduce, eliminate and prevent
recurrence of the noncomplying discharge.
3. Facilities Operation
The permittee shall at all times maintain in good working order and
operate as efficiently as possible all treatment or control facilities
or systems installed or used by the permittee to achieve compliance with
the terms and conditions of this permit.
4. Adverse Impact
The permittee shall take all reasonable steps to minimize any adverse
impact to navigable waters resulting from noncompliance with any effluent
limitations specified in this permit, including such accelerated or
additional monitoring as necessary to determine the nature and impact of
the noncomplying discharge.
5. Bypassing
Any diversion from or bypass of facilities necessary to maintain compliance
with the terms and conditions of this permit is prohibited, except (i) where
M8 & I7

PART II
Permit No. NC
unavoidable to prevent loss of life or severe property damage, or
(ii) where excessive storm drainage or runoff would damage any
facilities necessary for compliance with the effluent limitations
and prohibitions of this permit. The permittee shall promptly
notify the Water Quality Section of DEM in writing of each such
diversion or bypass.
6. Removed Substances
Solids, sludges, filter backwash, or other pollutants removed in the
course of treatment or control of wastewaters shall be disposed of in
a manner such as to prevent any pollutant from such materials from
entering waters of the State or navigable waters of the United States.
7. Power Failures
In order to maintain compliance with the effluent limitations and
prohibitions of this permit, the permittee shall either:
a. In accordance with the Schedule of Compliance contained in Part I,
provide an alternative power source sufficient to operate the waste-
water control facilities;
or, if such alternative power source is not in existence, and no date for
its implementation appears in Part I,
b. Halt, reduce or otherwise control production and/or all discharges
from wastewater control facilities upon the reduction, loss, or
failure of the primary source of power to said wastewater control
facilities.
8. Onshore or Offshore Construction
This permit does not authorize or approve the construction of any onshore
or offshore physical structures or facilities or the undertaking of any
work in any navigable waters.
I8

•
PART II
Permit No. NC
B. RESPONSIBILITIES
1 . Right of Entry
The permittee shall allow the Director of the Division of Environmental
Management, the Regional Administrator, and/or their authorized represen-
tatives, upon the presentations of credentials:
a. The enter upon the permittee's premises where an effluent source is
located or in which any records are required to be kept under the
terms and conditions of this permit; and
b. At reasonable times to have access to and copy any records required
to be kept under the terms and conditions of this permit; to inspect
any monitoring equipment or monitoring method required in this permit;
and to sample any discharge of pollutants.
2. Transfer of Ownership or Control
This permit is not transferable. In the event of any change in control
or ownership of facilities from which the authorized discharge emanates
or is contemplated, the permittee shall notify the prospective owner or
controller by letter of the existence of this permit and of the need to
obtain a permit it the name of the prospective owner. A copy of the
letter shay: be ,forwarded to the Division of Environmental Management.
3. Availability of Repnrts
Except for data determined to be confidential under N. C. G. S. 143-215.
3(a)(2) or Section 308 of the Federal Act, 33 USC 1318, all reports prepared
in accordance with the terms shall be available for public inspection at the
offices of the Division of Environmental Management. As required by the Act,
effluent data shall not be considered confidential . Knowingly making any
false statement on any such report may result in the imposition of criminal
penalties as provided for in N. C. G. S. 143-215.6(b)(2) or in Section
309 of the Federal Act.
4. Permit Modification
After notice and opportunity for a hearing pursuant to N. C. G. S. 143-
215.1 (b)(2) and G. S. 143-215.1 (e) respectively, this permit may be
modified, suspended, or revoked in whole or in part during its term for
cause including, tut not limited to, the following:
a. Violation of any terms or conditions of this permit;
b. Obtaining this permit by misrepresentation or failure to disclose
fully a;E relevant facts; or
c. A change in any condition that requires either a temporary or
permanent reduction or elimination of the authorized discharge.
M 10 & I 9

PART II
Permit No. NC
5. Toxic Pollutants
Notwithstanding Part II, B-4 above, if a toxic effluent standard or
prohibition (including any schedule of compliance specified in such
effluent standard or prohibition) is established under Section 307(a)
of the Act for a toxic pollutant which is present in the discharge and
such standard or prohibition is more stringent than any limitation for
such pollutant in this permit, this permit shall be revised or modified
in accordance with the toxic effluent standard or prohibition and the
permittee so notified.
6. Civil and Criminal Liability
Except as provided in permit conditions on "Bypassing" (Part II , A-5)
and "Power Failures" (Part II , A-7), nothing in this permit shall be
construed to relieve the permittee from civil or criminal penalties for
noncompliance pursuant to N. C. G. S. 143-215.6 or Section 309 of the
Federal Act, 33 USC 1319.
7. Oil and Hazardous Substance Liability
Nothing in this permit shall be construed to preclude the institution
of any legal action or relieve the permittee from any responsibilities,
liabilities, or penalties to which the permittee is or may be subject
under N. C. G. S. 143-215.75 et seq. or Section 311 of the Federal Act,
33 USC 1321 .
8. Property Rights
The issuance of this permit does not convey any property rights in either
real or personal property, or any exclusive privileges, nor does it
authorize any injury to private property or any invasion of personal
rights, nor any infringement of Federal,State or local laws or regulations.
9. Severability
The provisions of this permit are severable, and if any provision of this
permit, or the application of any provision of this permit to any circum-
stance, is held invalid, the application of such provision to other cir-
cumstances, and the reminder of this permit shall not be affected thereby.
M 11 & I 10

PART II
Permit No NC
10. Expiration of Permit
Permittee is not authorized to discharge after the expiration date.
In order to receive authorization to discharge beyond the expiration
date, the permittee shall submit such information, forms, and fees as
are required by the agency authorized to issue permits no later than 180
days prior to the expiration date. Any discharge without a permit after
the expiration will subject the permittee to enforcement procedures as
provided in N. C. G. S. 143-215.6 and 33 USC 1251 et seq. .
I 11

•
PART III
Permit No. NC
B. Previous Permits
All previous State water quality permits issued to this facility,
whether for construction or operation or discharge, are hereby revoked
by issuance of this permit. The conditions, requirements, terms, and
provisions of this permit authorizing discharge under the National
Pollutant Discharge Elimination System governs discharges from this
facility.
C. Construction
No construction of wastewater treatment facilities or additions thereto
shall be begun until Final Plans and Specifications have been submitted
to the Division of Environmental Management and written approval and
Authorization to Construct has been issued. If no objections to Final
Plans and Specifications has been made by the DEM after 30 days following
receipt of the plans or issuance of this permit, whichever is latter, the
plans may be considered approved and construction authorized.
D. Certified Operator
Pursuant to Chapter 90A of North Carolina General Statutes, the permittee
shall employ a certified wastewater treatment plant operator in responsible
charge of the wastewater treatment facilities. Such operator must hold a
certification of the grade equivalent to the classification assigned to
the wastewater treatment facilities.
M15 & I12

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. r State of North Carolina ,M
fDepartment of Natural Resources and Community Development
I Division of Environmental Management t
512 North Salisbury Street • Raleigh, North Carolina 27611
James G. Martin, Governor R. Paul Wilms r,
S. Thomas Rhodes, Secretary / Director
s, Subject : NPDES Permit Application 4 .
' , NPDES Permit No. NCO() W• ,�'
County "• `
Dear
� ± This is to acknowledge receipt of the following documen�tt", ;drib'. PTn7,/TRAL • a r
�� APPlication Form, {�,R _ R..< A' `IND '
Engineering Proposal (for proposed control facilities} LOP114EN' ifs
Request for permit renewal , OP
NOV
a Application Processing Fee of $ NOV 10 1987 ,,
Other
DIVISION CF ENVIRONMENTAL OANA6EYEN�
�. The items checked below are needed before review can fieg fiillE Rama ['FF
Application form _ ( Copy enclosed) ,
Engineering Proposal (See Attachment) ,
Application Processing Fee of $ ,
xYF Other
If the application is not made complete within thirty (30) days , it will c.
be returned to you and may be resubmitted when complete . 4 <
• :t This application has been assigned to � f<
( 919/733-5083) of our Permits Unit for review. You will be advised of
any comments recommendations , questions or other information necessary r.,
• for the review of the application. a>• '
>x: I am, by copy of this letter, requesting that our Regional Office .,
: Supervisor prepare a staff report and recommendations regarding this
.�1 discharge . If you have any questions regarding this application, please
'-'t contact the review person listed above . %' '"
s' Sincerely, �"
LL ',
Arthur Mouberry, P.E. ;, '`
' Supervisor, Permits and Engineering
c c . �
Pollution Prevention Pays
P.O. Box 27687, Raleigh, North Carolina 27611-7687 Telephone [phone]
,' ,"„ Y %:a "1 »mob An Equal Opportunity Affirmative Action Employer .44 r4;� +, :7 b' . P.''''
fi;
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Precision Seals, Inc.
October 30, 1987 M-P
Mr. Dale Overcash
Permits and Engineering Unit
N. C. Division of Environmental Management
Post Office Box 27687
Raleigh, North Carolina 27611-7687
Dear Mr. Overcash:
On October 22, 1987, you returned to Precision 'Seals, Inc. , our
request for renewal of our existing NPDES permit. Along with the
request, you enclosed an information sheet to assist our company
in completing the renewal request.
We have completed all the items you have requested except for the
Priority Pollutant Analysis. We have requested Environmental
Testing, Inc. , to perform these analyses, and as soon as they are
completed they will be forwarded to your office.
Enclosed are three copies of the permit application form and a
check for $150. 00 to cover the cost of processing and public
notice.
In accordance with GS 143-215.I (C) , Precision Seals, Inc. , is
requesting renewal of our existing wastewater NPDES Permit Number
NC0004260.
If you should need any further information, please contact Mr.
Earl G. Staley at 704/864-8351.
Sincerely,
f461
Edward W. Linser, Jr. NOV 2 1987
Vice-President
Manufacturing PEA- NI i S c� E:NONFERI `G
EWL/bnl
Enclosures
•
EL71030A
4307 South York Road • P.O. Box 1767 • Gastonia, North Carolina 28053-1767 • 704/864-8351

•
/UC0 a tin °
N. C. DEPT. OF NATURAL RESOURCES AND COMMUNITY DEV. FOR AGENCY USE
ENVIRONMENTAL MANAGEMENT COMMISSION
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
APPLICATION FOR PERMIT TO DISCHARGE WASTEWATER 60Fy3
STANDARD FORM C - MANUFACTURING AND COMMERgQI 4 /5)6.00
SECTION I. APPLICANT AND FACILITY DESCRIPTION ,OLQIVd v
Unless otherwise specified on this form all items are to be completed. If an Item Is not applicable indicate'NA.' / 1 2 LL iC
ADDITIONAL INSTRUCTIONS FOR SELECTED ITEMS APPEAR IN SEPARATE INSTRUCTION BOOKLET AS INVIC 1'EO. R A TO
BOOKLET BEFORE FILLING OUT THESE ITEMS.
Please Print or Type
1. Legal Name of Applicant 101 Precision Seals , Inc.
(see Instructions)
2. Mailing Address of Applicant
(see instructions) 4307 S. York Rd. , PO Box 1767
Number&Street 102P-.
City 1026 Gastonia
North Carolina
State 143iC.;
..... ........
ZIP Cods 102d 28052 28053
3. Applicant's Authorized Agent
(see instructions) Earl GuyStaley
and Title 103*
Environmental Control Engineer
Number&Street Address 103b 4307 S. York Rd.
City 103c Gastonia
State 103e..: North Carolina
Zip Code 11Dss 28052
Telephone int 704 864-'8351 :sn
Area Number
4. Previous Application
Code
zt ' { ^i
if a previous application for a
National or Federal discharge per-
mit has been made,give the date $2 10 15 v
of application. Use numeric _
designation for date. 104 YR MO DAY ) F_,+z ff } ,
• (..4 Ei •Yii.7 pVh1-gala--
I certify that I am familiar with the information contained In this application and that to the best of my knowledge and Denw Information
is true,complete,and accurate.
Edward W. Linser, Jr. 10*s Vice-President, Manufacturing
Printed Name of Person Signing Title
•
17lef3U
YR MO DAY
IOU
Signature of Applicant r Authorized A t Date Application Signed
North Carolina General Statute 143-215.6(b)(2) provides that: Any person who knowingly makes
any false statement representation, or certification in any application, record, report, plan,
or other document files or.Yequired to be maintained under Article 21 or regulations of the
Environmental Management Commission implementing that Article, or who falsifies, tampers with,
or knowly renders inaccurate any recording or monitoring device or method required to be
operated or maintained under Article 21 or regulations of the Environmental Management Coivl{ssioa
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 provide
a punishment by a fine of not more than $10,000 or imprisonment not more than 5 years, br both,
for a cirti1ar nffr+ncr..'

•
5. Facility/Activity(see instructions) FOR AGENCY USE1
Give the name,ownership,and ri-t I
physical location of the plant or other operating facility where die 1I L
charge(s)does or will occur.
Name 1011a Precision Seals , Inc. __�•_____•_._
Ownership(Public,Private or
Both Public and Private) 1O5b. 0 PUB rRV 0 BPP
Check block If Federal Facility 105C ❑FED
and give GSA inventory Control
Number 105d
Location 4307 S. York Rd.
Street&Number 105e
City >fsf Gastonia
County iosg Gaston
NC y_
State 10514 "—'
6. Nature efBusiness state the toc,. Manufacturer of Oil Seals
nature of the business conducted
at the plant or operating facility.
/0ib AGENCY USE
7. Facility Intake Water (see Inttruc- Amounts represent 365 day average
tions) Indicate water Intake volume
per day by sources. Estimate of yearly total
average volume per day In thousand
gallons per day.
Municipal or private water system 107* 58 thousand gallons per day
Surface water 107b:: thousand gallons per day
Groundwater 107e . thousand gallons per day
Other* b107d thousand gallons per day
Total Item 7 107* 58 thousand gallons per day
elf there is intake water from
'other,'specify the source. 107f.
I. Facility Water Use Estimate Amounts represent 365 day average
average volume per day in thousand of yearly total
gallons per day for the following
types of water usage at the facility.
(see instructions) +
Noncontact cooling water iota 1•0 thousand gallons per day
Boiler feed water 10$b 6 .0 thousand gallons per day
Process water(Including contact +4 5 .0 .
cooling water) 10/c thousand gallons per day •
Sanitary water .1064 5.0 thousand gallons per day
Other* 1oee 1.0 Fire pump testing
' • thousand gallons per day
Total Item 8 '1'14*f thousand gallons per day
*If there;re•discharges to
' 'other,specify. mitt,
If there Is'Sanitary'water use,give '
the number of people served. 111°<. 365 people served •
•
• I-2

FOR AGENCY USE
9. 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 categories below. Estimate Number of Total Volume Used
average volume per day In thousand Discharge or Discharged,
gallons per day. Ppints Th%u1and Gal/Day
Surface Water 10li1, 1 •10262
Sanitary wastewater transport 109b1;: 1891►!'
system
Storm water transport system 109s1 `:10$e2
Combined sanitary and storm
water transport system 10221, :101d2
Surface Impoundment with no
effluent 109.1 .102112
Y'r
Underground percolation •_Solt' :10l12
Well Injection 10991 10222
Waste acceptance firm 1091x1' 189112:
Evaporation tOl11i.. Mu1tip1,,3..' 6
Consumption 20911 :. 12912
Other* 104111." t1.0912 1
Facility discharges and volume 58
Total Item 9. 10911 f0910
`If there are discharges to'other,'
specify. lOiml'
10. Permits.Licenses and Applications
List all existing,pending or denied permits,licenses and applications related to discharges from this facility(see Instructions).
Type of Permit Date Date Date Expiration
Issuing Agency For Agency Use or License ID Number Filed Issued Denied Date
YR/MO/DA Y R/MO/DA YR/MO/DA YR/MO/DA
• (C) ;! di (n) (t)' ' (0.i.. .<•
1• NC NPDES NC0004260 82/10/15 83/04/15 88/04/15
2.
3.
11. Maps and Drawings •
Attach all required maps and drawings to the back of this application.(see instructions) •
12. Additional Information
1a1$ Item Number Information
109K1 Fire pump testing -- surface irrigation

FOR AGENCY USE
STANDARD FORM C — MANUFACTURING AND COMMERCIAL
SECTION II. BASIC DISCHARGE DESCRIPTION
Complete this section for each discharge indicated in Section I, Item 9,that is to surface waters. This includes discharges to municipal sewerage
systems in which the wastewater does not go through a treatment works prior to being discharged to surface waters. Discharges to wells must
be described where there are also discharges to surface waters tram this facility. SEPARATE DESCRIPTIONS OF EACH DISCHARGE ARE
REQUIRED EVEN IF SEVERAL DISCHARGES ORIGINATE IN THE SAME FACILITY. All values for an existing discharge should be repre-
sentative of the twelve previous months of operation. If this Is a proposed discharge,values should reflect best engineering estimates.
ADDITIONAL INSTRUCTIONS FOR SELECTED ITEMS APPEAR IN SEPARATE INSTRUCTION BOOKLET AS INDICATED. REFER
TO BOOKLET BEFORE FIt LING OUT THESE ITEMS.
1. Discharge Serial No.and Name !l
a. Discharge Serial No. 2013 0 0 1
•
(see instructions)
b. Discharge Name :01b Crowders Creek Rd outfall; Crowders Creek
Give name of discharge,if any.
(see instructions)
•
c. Previous Discharge Serial No.
If previous permit application 001
was made for this discharge(see 201C —_—
Item 4,Section I),provide previ-
ous discharge serial number.
2. Discharge Operating Dates
a. Discharge Began Date If the
discharge described below is in 6 6 0 2
operation,give the date(within 202a
best estimate)the discharge YR MO
began.
b. Discharge to Begin Date if the
discharge has never occurred but
is planned for some future date, 202b —
give the date(within best esti- YR MO
mate)the discharge will begin.
c. Discharge to End Date If dis-
charge is scheduled to be discon-
tinued within the next b years. 202c
give the date(within best esti- YR MO
mate)the discharge will find. •
3. Engineering Report Available •
Check if an engineering report is
•
available to reviewing agency upon
•
request. (see instructions) 203 fic
4. Discharge Location Name the
political boundaries within which •
Agency Use
the point of discharge is located.
State 2o4a Nnr-th_CarQiina -- 20441 •
•
County 204b Gaon-- 204e
(if applicable) City or Town 204e Gastonia Township zoo
5. Discharge Point Description
Discharge is into (check one):
(see instructions)
Stream(includes ditches,arroyos,
and other intermittent watercourses) 205a 1IXTR
Lake •
OLKE
Ocean ❑OCE •
Municipal Sanitary Wastewater
•
Transport System ❑MTS
Municipal Combined Sanitary and
Storm Transport System FMCS
II-I
• Thie cArrinn rrnrs:nc 0

•
DISCHARGE SERIAL NUMBER
•
FOR AGENCY USE
Municipal Storm Water Transport
System 0 STS
Well(Injection) ❑WEL
Other ❑OTH
If 'other' is checked, specify 2090
6. Discharge Point—Lat/Long Give
the precise location of the point
of discharge to the nearest second.
Latitude 2011a 35 DEG 11 MIN 3 SEC
Longitude 206b B_DEG 12__MIN 2A_SEC
7. Discharge Receiving Water Name
Name the waterway at the point 207e Crowders Creek
of discharge.(see Instructions) ______
For Agency Use _ For Agency Use
If the discharge is through an out- Maior Minor Sub 303e
fall that extends beyond the shore- 207b — 207C line or is below the mean low
water line,complete item 8.
B. Offshore Discharge
a. Discharge Distance from Shore 206a 2 .feet
b. Discharge Depth Below Water
Surface 206b __feet
9. Discharge Type and Occurrence
a. Type of Discharge Check
whether the discharge is con- 209a ❑(con)Continuous
tinuous or intermittent. MI
(see instructions) LE (int) intermittent
b. Discharge Occurrence Days per
Week Enter the average num- 209b days per week
ber of days per week (during
periods of discharge) this dis-
charge occurs.
c. Discharge Occurrence—Months
If this discharge normally 20Cc {]JAN FEB ®MAR .`QAPR
operates(either intermittently, ' •
•
or continuously)on less than $]MA`. ®JUN IBJUL AD AUG
a year-around basis(excluding
shutdowns for routine mainte- KJSEP OCT® (33NOV )ODEC
• nance),check the months dur-
ing the year when the discharge
is operating. (see instructions)
:omplete Items 10 and 11 If"Inter-
'intent"is checked in Item 9.a.
)therwise,proceed to Item 12.
0. Intermittent Discharge Quantity
State the average volume per dis- 210 68 thousand gallons per discharge occurrence.
charge occurrence in thousands of
gallons.
11. Intermittent Discharge Duration •
and Frequency
a. Intermittent Discharge Duration
Per Day State the average 2114 __hours per day
number of hours per day the
discharge is operating.
b. Intermittent Discharge ••
Frequency State the average 211b 1 discharge occurrences per day
number of discharge occur-
rences per day during days
when discharging.
12. Maximum Flow Period Give the /�
time period in which the maximum 212 From .0_to Da--
flow of this discharge occurs. month month

DISCHARGE SERIAL NUMBER
FOR AGENCY USE-1
13. Activity Description Give a 1. Stamping cold rolled steel components
narrative description of activity 1213a P g P
producing ions)this discharga.(see 2. of crs com onents for oil removal
instructions) Cleaning p
3 . Phosphatizing crs components
4 . Cleaning of synthetic elastomer molds
5 . Cleaning of adhesive applicating eqpt.
6 . Sanitary waste
7 . Cooling water
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
specified in Table I of the Instruc-
tion Booklet. For SIC Codes not
listed in cable I,use raw material
or production units normally used
for measuring production.(see
instructions)
a. Raw Materials
Maximum Unit Shared Discharges
SIC Code Name Amount/Day (See Table I) (Serial Number)
214e (1) (2) (3) (4) (Si
• 3469 Cold rolled steel 8 Ton 001
Oil drawing 33 Gal 001
3471 Clean crs
components r 1 Gal 001
35% sodium riydroxide
See attached sheet II-3A
b. Products
Maximum Unit Shared Discharges
SIC Code Name Amount/Day (See Table I) (Serial Number)
214b (1) (2) (3) (4) - ------ (5)
II-3

•
DISCHARGE SERIAL NUMItIR
FOR AGENCY USE
I I T1-:1
15. Waste Abatement
a. Waste Abatement Practices pp}p� i n an
Describe the waste abatement 215e Narrative:_S.anitary waste 1 S—tr ivated
practices useo on this discharge
with a brief narrative. (see sludge type package 1 att ._ The sanitary
_.effluent
instructions) enters the treatment plant equalization basin
and is mixed with the industrial waste. These
wastes are then treated by the physical-chemical
treatment plant.
b. Waste Abatement Codes 215b (1) Omonit (2)Pequal (3) Pscree_.
Using the codes listed in Table Paerat dim Pfloat
11 of the Instruction Booklet, (4) o)Pse (6)
describe the waste abatement Askimc Cneutr Ccoagu
processes for this discharge in (7) l8) (91
the order in which they occur
possible.possible. (10) Cphadj (1) f l0cc (12) Bactiv
(13) Slando (14)SPpess (15)
(16) (17) (18)
(19) (20) (21)
(22) (23) (24)
(25)
•
11-4

SIC Section II Max
Code Item 14a Day Unit Discharge
3479 Phosphatizing crs 15. 0 Gal 001
components
Zinc phosphatizing
solution
15% zinc ions in solution
Alkaline cleaner
20% potassium hydroxide 15. 6 Gal 001
Acid pickling solution
45% phosphoric acid 2.0 Gal 001
Alkaline cleaner
35% sodium hydroxide 2. 0 Gal 001
Rust inhibitor
70% mineral oil 0.3 Gal 001
3471 Cleaning adhesive
applicating epq
Sodium hydroxide <1. 0 Gal 001
4952 Sanitary waste 350 Empl 001
3471 Mold cleaning tank 17 Lbs 001
70% sodium hydroxide
ES71030A

•
DISCHARGE SERIAL NUMBER
FOR AGENCY USE
/ 1
I _
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 Parameter
,216; a 216. a
Color Copper
00080 01042 •
+
Ammonia i„ Iron +
00610 01045
Organic nitrogen Lead
00605 + 01051
Nitrate Magnesium
00620 + 00927
Nitrite Manganese
00615 + 01055
Phosphorus Mercury
00665 + 71900
Sulfate + Molybdenum
00945 01062
Sulfide Nickel
00745 01067
Sulfite Selenium
00740 01147
Bromide Silver
71870 01077
Chloride Potassium
00940 00937
Cyanide Sodium
00720 + 00929
Fluoride Thallium
00951 + 01059
Aluminum + Titanium
01105 01152
Antimony Tin
01097 01102
Arsenic Zinc
01002 01092•
_
•
Beryllium Algicides'
01012 74051
Barium Chlorinated organic compounds'
01007 74052
Boron Pesticides'
01022 74053
Cadmium Oil and grease {.
01027 00550
Calcium „} Phenols. +
00916 32730
Cobalt Surfactants +
01037 38260 •
Chromium 4. Chlorine
01034 50060
Fecal coliform bacteria Radioactivity•
74055 + 74050
*Specify substances,compounds and/or 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 Rodenticide Act.
•
II-5

•
DISCHARGE SERIAL NUMBER
FOR AGENCY USE 1
r -
i
17. Description of Intake and Discharge ' -
For each 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 were checked In Item 16;
ammonia,cyanide,aluminum,arsenic,beryllium,cadmium,chromium,copper,lead,mercury,nickel,selenium,zinc,phenols,oil and grease,
and chlorine(residual).
Influent Effluent
a .. r o -2 ? ''a C G
Parameter and Code H g > o G > o a ' `o
iw Y
. 2 cr 1 ra ' 14 S'�y, 'b g $1 g' x5Z f E E
3e . 5e S TOwaQ x846 w` e za( u>
(1) (2) (3) (4) (5) (6) (7) 18)
' 1
Flow*
Gallons per day -
57 ,000 68 ,000 0 144 ,000 5/7 26$ 15
00056
pH
Units 6 . 1 8 .9 5/7 268 G
00400
Temperature(winter)
°F
74028 54° 430 63° 5/7 67 G
_ Temperature(summer)
°F 79° 84° 73°74027 5/7 69 G
L
Biochemical Oxygen Demand
(BOD 5-day) • 22. 4 2 .1 95. 9 1/7 15
mg/I
00310
Chemical Oxygen Demand(COD)'
mg/I 75 .7 52. 0 94.7 1/90 4 15
00340
Total Suspended(nonfilterable)
Solids
mg/1 13. 4 20 .7 5. 1 1/90 4 15
00530�
Specific Conductance _
micromhos/cm at 25°C
00095 •
Settleable Matter(residue)
m1/1
00545 <0 . 1 <0 . 1 c0 . 1 5/7 268 G
'Other discharges sharing intake flow(serial numbers).(see instructions)
II-6

DISCHARGE SERIAL NUMBER
FOR AGENCY USE
pe:v. .', • ::...
17. (Cont'd.)
Influent Effluent I
I
d v o 5 u oo�
Parameter and Code 5 ' o` A > 3 < o E.
E.
oG
ca a � 3 < > E •vv ro El .„, u �'i c H F
a a x a' 4a. Z3 G p .= 0 .0 x .= s1 3 c E
Ou10 < ZOw0 u. e Z < cn(1) (2) (3)/1 (4)/1 (5)/1 (6) (7) (8)
Phosphorus 00655 0.71 0.07 mgmg 1.47 mg 1/30 12 15
Cyanide 00720 0.038 mg 0.02 mg 0:06 mg 1/30 12 15
Chromium 01034 0.010 mg 0.01 mg 0.012 me 1/30 12 15
toe. -Colitorm ,
Bacteria 74055 , 3/100 m1,5/100 ml 28/100 ml 1/30 12 1G
Copper 01042 0.025 mg 0.074 mg 0.01 mg 1/30 12 15
Iron 01045 0.19 mg 0.04 mg 0.46 mg 1/30 12 15
Zinc 01092 11.336 mg 0.33 mg 9.960 me 1/30 12 15
Oil & Grease 00550 5.2 mg 1.2 mg 15.6 mg 1/30 12 G
Phenols 32730 0.01 mg 0.05 mg 0.05 mg 1/30 12 15
Ammonia Nitrogen 00610 0.85 mg 0.13 mg 1.50 mg 1.90 4 15
1$. Plant Controls Check if the fol- ii...;
lowing plant controls are available
for this discharge.
Alternate power source for major 0 APS
pumping facility.
Alarm or emergency procedure for 0 ALM
Power or equipment failure -
Complete Item 19 If discharge is
from cooling and/or steam water
• generation and water treatment
additives are used. •
IS. Water Treatment Additives If the
discharge Is treated with any con-
ditioner.Inhibitor,or aigicide,
answer the following: _
a. Name of Material(s) gtss..
b. Name and address of manu-
facturer ma
•
c. Quantity(pounds added per ;;.Ilj ;;:
million gallons of water treated).
1I-7

•
•
DISCHARGE SERIAL NUMBER
FOR AGENCY USE1
d. Chemical composition of these xi.
additives(see Instructions).
Complete Items 20-25 if there is a thermal discharge
associated with a steam and/or power generation
plant,steel mill,petroleum refinery,or any other
manufacturing process)and the total discharge flow is
10 million gallons per day or more. (see instructions)
20. Thermal Discharge Source Check :2*11'
the appropriate item(s)Indicating
the source of the discharge. (see
-• instructions)
•
Boiler Blowdown 0 BLBD
Boller Chemical Cleaning 0 BCCL
Ash Pond Overflow ❑APOF
Boiler Water Treatment—Evapora- ❑EPBO
tor Blowdown
Oil or Coal Fired Plants—Effluent 0 OCFP
from Air Pollution Control Devices
Condense Cooling Water 0 CONO
Cooling Tower Blowdown ❑CTBD
Manufacturing Process • ❑MFPR
Other • ❑OTH R
21. Discharge/Receiving Water Temper-
ature Differonce
Give the maximum temperature
difference between the discharge
and receiving waters for summer
and winter operating conditions. •
(see Instructions) 211a °F
Summer
Winter 21A °F.
,
22. Discharge Temperature, Rate of
Change Per Hour 2t3 °F./hour
Give the maximum possible rate of .
temperature change per hour of
discharge under operating con-
ditions. (see instructions)
23. Water Temperature,Percentile
Report(Frequency of Occurrence) •
in the table below,enter the •
temperature which Is exceeded 10%
of the year,5%of the year, 1%of
the year and not at all(maximum
yearly temperature). (see Instructions)
Frequency of occurrence 10% 5% 1% Maximum
of of of of
a. Intake Water Temperature 2234.
(Subject to natural changes) OF of °F °F
b. Discharge Water Temperature 2230
24. Water intake Velocity .724 feet/sec
(see Instructions)
25. Retention Time Give the length of -23* minutes
time,In minutes,from start of
water temperature rise to discharge
of cooling water. (see Instructions)
•
II-8

•
DISCHARGE SERIAL NUMBER
FOR AGENCY USE
26. Additional Information
226 Item • Information
3 1977 Engineering Report by Charles Main Company available at
Precision Seals, Inc.
PO_..Box 1767 •
Gastonia NC 28053-1767
•
•
•
11-9

FOR AGENCY USE
1
STANDARD FORM C - MANUFACTURING AND COMMERCIAL
SECTION III. WASTE ABATEMENT REQUIREMENTS&IMPLEMENTATION (CONSTRUCTION)SCHEDULE
This section requires information on any uncompleted implementation schedule which may have been imposed for construction of waste abate-
ment 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 la.)AND/OR STAGED CONSTRUCTION OF SEPARATE OPERATION UNITS
(Item lc),SUBMIT A SEPARATE SECTION 111 FOR EACH ONE.
FOR AGENCY USE
1. Improvements
a. Discharge Serial Number ` h .
Affected List the discharge
serial numbers,assigned In
Section II,that are covered by ?i
this implementation schedule.
b. Authority Imposing Require-
ments Check the appropriate
item indicating the authority for
implementation schedule. If
the identical Implementation
schedule has been ordered by
more than one authority,check
the appropriate items. (see
instructions)
Locally developed plan "301:6 ❑LOC
Areawide Plan DARE
Basic Plan OBAS
State approved Implementa-
tion schedule ❑SQS
Federal approved water
quality standards Implementa-
tion plan. ❑WQS
Federal enforcement proced-
ure or action •
❑ENF
State court order ❑CRT
Federal court order ❑FED
c. Facility Requirement. Specify
the 3-character code of those 3-character
listed below that best describes (general)
• in general terms the require-
ment of the implementation 301R
schedule and the applicable six-
character abatement code(s)
from Table II of the instruction •
booklet. if more than one 30 d 6-character
schedule applies to the facility (specific)
because of a staged construction (see Table II)
schedule,state the stage of con-
struction being described here
with the appropriate general
action code. Submit a separate '
Section 11 l for each stage of
construction planned.
•
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
III-1

FOR AGENCY USE
2. Implementation Schedule and 3. Actual Completion Dabs
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 ,8 -//— —/—�—
b. Final plan submission -// :44 -/-�
c. Final plan complete ? -/-/
d. Financing complete&contract awarded ' -/-/ -/-/-
e. Site acquired -/-/-
f. Begin action(e.g.,construction) 3OSt! -//- -/-/-
g. End action(e.g.,construction) f;l< -//- + -/-/
h. Discharge Began
I. Operational level attained
III-2 GPO 865-742

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
I
u d
m oo V
•-: ° a
13 43
3a « 3a • bo
, o c .� d
Parameter Y : .� Y '� A E °' E °' ' _' E ; °'
C. c A c c G d > 5 —', A V c
(Code) c A a X > L >
wa z ¢
itgOi ;'
•
REMARKS:
•
I certify 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 Completed Name of Authorized Agent Signature

Directions.—For each parameter listed, complete the than 15 minutes).
information requested in each column in the units specified #C For composite sample "#" is to be replaced by t)
according to the instructions given below, average number of hours over which the comm,
Column 1.—Enter the daily average value of the intake sample was collected. Composite samples Jr, ::•ci-
water at the point it enters the facility. If intake water is binations of individual samples obtained at ititc;•.• ,
from more than one source, and enters the facility at over a time period. Either the volume of eaci)
separate entry points, the value given in column 1 should be dividual sample is directly proportional to discharge
weighted proportional to the quantity of flow contributed flow rates or the sampling interval (for constant-
from each source. If water is treated before use,completion volume samples) is inversely proportional to t;.,:
of this column is not required (see instructions for column flow rates over the time period used to produce.- l'
2).Values of intake are not required for mining activities. composite.
Column 2.—If all or part of intake water is treated before
use, provide values for total intake here instead of in NA If"CONT"was entered in column 6.
Column 1. Also describe briefly in item 26 "additional Analytical methods.—Appendix A contains all parameters
information," the type of treatment performed on intake with their reporting levels, test descriptions, and reference.
water (e.g., rapid sand filtration, coagulation, flocculation, The parameter values_can be determined either by use cat on.
ion exchange, etc.) and the percent of intake water of the standard analytical methods as described in table A or
contributing to this discharge that has been treated. by methods previously approved by the EPA Regi,.ttal
Column 3.—Supply daily average value for the days when Administrator or Director of a federally appl,n,cd ';,ate
discharge is actually operating or is expected to be operat- program (or their authorized representatives) will::'
ing (a new discharge). Daily average values are to be corn- jurisdiction over the State in which the discharge o..0 ti
puted by weighting the daily value in proportion to the daily the test used is not one shown in table A.the test tiro(..,'un•
flow. If a discharge occurs irregularly, the value supplied should be referenced in"Remarks"or on a separate ch,
in the column marked "Daily Average" should represent values are determined to be less than the detectable ii,ni: tas
an average for the average for the days the discharge actually determined by referenced standard analytical teLhun.,:,,
occurs. Average values are not to be supplied for pH, and/or instrument manufacturer's literature). speeiiy
specific conductance, and bacteriological parameters (e.g., (value of detectable limit)" in the appropriate space. i
coliform bacteria). example, if the detectable limit is .005 mg/1 and quantrtic,
Columns 4 and 5.—Supply minimum and maximum value of less than this are determined, specify "LT.005." Do no;
observed (or expected for new discharge) over any one day enter descriptors such as "NIL," "TRACE," "NEG," etc..
when the discharge is operating. for this purpose. If it is your reasoned judgement that one u,
Column 6.—Specify the average frequency of analysis for more of the required parameters'is not present in the initial
each parameter as number analyses per number of days(e.g., untreated or treated process water and/or the discharge.
"3/7" is equivalent to three analyses performed every 7 enter an "A" (meaning"absent") in the appropriate space.
days). If continuous, enter "CONT." When analyses are In order for values reported to be representative, it is
conducted on more than one individual grab sample col- recommended that they be based on from at least five to
lected during the same day, the analysis frequency should seven analyses of composite samples (if applicable). Each of
reflect one analysis whose value is the average of the the composite samples should be obtained by compositing
individual grab sample measurements. Average frequency frequent samples in proportion to flow over an operating
should be based on an operating month. day. Samples should be taken during period of maximum
Column 7.—Specify the number of analyses performed at production, if possible. If samples are taken at periods of
the average frequency specified in column 6,up to 365. less than maximum production, state in "Remarks" the
Column 8.—Specify sample type as follows: percent of maximum production that was obtained during
G For grab sample (individual sample collected in less the sampling period.
•
GPO 865.710

MUNICIPAL WATER SUPPLY 57,000 Gal/Day
1,500 Gal/Day Parts
Washers
l
Evaporation
100 Gal/Day
43,000 Gal/Day Phosphate
Coating
Evaporation
400 Gal/Day
500 Gal/Day MoldArt .�
Cleaning
Boiler
Evaporation
5500 Gal/Day
Non Contact
1,000 Gal/Day 4
Cooling Water
5.000 Gal/Day Domestic-41
111
Wastewater
V
Wastewater Schematic of Water Flow
Treatment Plant Precision Seals, Inc.
51.000 Gal/Day City: Gastonia
County: Gaston
Crowders Creek State: North Carolina
October 26, 1987

t t LLJ J t.-11 L' J • ,
,LENT OF THE INTERIOR
• GEOLOGICAL SURVEY �Tser
(4HZ ` ,„ .5Ml. •484 1O'i485 `H5 1487 I IGASTONIAi4H9
aJgcocm.E, :aJg 1 330 C00 FEET c:.C.) '481 — .-----.— _--ram-c-r-�---'4re;-- ,- � - 1
'��N•r e ,- '�•:`s,� .. / >, cannel • /y'• C �_ '•�
�' , - _ >t --'-.(1..
I . -t-'-(- • i- ..".•fart I - . • 'r•> b f 7. a..•�" fit. .\. 1 .../"�I♦
gL
wy ,` •t\ / - t 1r95'0rY `cs• /7 r- -7'i \ \ ,♦ ar - } TT/Ii _. F ,:`r
:t\71ln N _ :t i _ •.1 s--�77�`. yam! Crn-. ,.`.. 7 f ' •p, , ^-1 • /2 1'7,c.�" __
t.
cc .Ci `` (v�! _ + ,e ��,• 1rf�ts ^-_�� J R .—�V\ -1;-_"__.:
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. SOC Priority Project: Yes No X
If Yes, SOC No. :
To: Permits and Engineering Unit
Water Quality Section
Attention: Charles Alvarez
Date : December 30, 1992
NPDES STAFF REPORT AND RECOMMENDATION
County: Gaston
Permit No . NC0004260
PART I - GENERAL INFORMATION
1 . Facility and Address : CR Industries
4307 South York Road
Gastonia, North Carolina 28053
2 . Date of Investigation: December 29 , 1992
3 . Report Prepared by: Kim H. Colson, Environmental Engineer I
4 . Persons Contacted and Telephone Number : William Johns ,
Manager Manufacturing Engineering, (704) 864-8351 .
5 . Directions to Site : CR Industries is located in the northwest
quadrant of the intersection of US Hwy 321 and SR 1103
(Crowders Creek Road) south of the City of Gastonia .
6 . Discharge Point(s) , List for all discharge points :
Latitude : 35° 11 ' 42" Longitude : 81° 13 ' 24"
Attach a USGS map extract and indicate treatment facility site
and discharge point on map.
U.S .G.S . Quad No . : Gl4NW U. S .G.S . Quad Name : Gastonia
South, NC
7 . Site size and expansion area consistent with application?
There is limited land available for expansion and upgrading .
8 . Topography (relationship to flood plain included) : Flat
slopes ; the WWT facilities are not located within the 100 year
flood plain .
9 . Location of nearest dwelling: None within 400 feet .
10 . Receiving stream or affected surface waters : Crowders Creek
a . Classification: C
b. River Basin and Subbasin No . : Catawba 030837

Page Two
c . Describe receiving stream features and pertinent
downstream uses : General "C" classification uses . The
stream is a moderate size creek with a flat stream
gradient . Wetlands appear to border the creek on both
sides . There are several discharges located in the
Crowders Creek watershed.
PART II - DESCRIPTION OF DISCHARGE AND TREATMENT WORKS
1 . a . Volume of wastewater to be permitted: 0 . 148 MGD
(ultimate design capacity)
b . Current permitted capacity of the wastewater treatment
facility: 0 . 148 MGD
c . Actual treatment capacity of the current facility
(current design capacity) : 0 . 148 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 : Existing
WWT facilities consists of an activated sludge package
type treatment plant for domestic waste and a physical-
chemical WWTP which treats industrial wastewater and the
effluent from the package WWTP . The package WWTP
consists of a comminutor , bar screen, activated sludge
basin, and clarifier . The physical-chemical WWTP
consists of an oil skimmer , aerated flow equalization
basin, pH adjustment , alum addition, lime addition,
polymer addition, dissolved air flotation, pH adjustment
for effluent , mechanical screens , ultrasonic flow
measurement , sludge holding tank, and sludge filter
press .
f . Please provide a description of proposed wastewater
treatment facilities : N/A
g . Possible toxic impacts to surface waters : The raw
wastewater is known to contain oil and grease , and
several metals .
h. Pretreatment Program (POTWs only) : N/A
2 . Residuals handling and utilization/disposal scheme : Domestic
activated sludge is taken to a site permitted for disposal of
septage . Industrial sludge is taken to the county landfill .
a . If residuals are being land applied, please specify DEM
permit no. : N/A
Residuals Contractor: N/A
Telephone No . : N/A

Page Three
b. Residuals stabilization: PSRP PFRP Other
c . Landfill : Industrial sludge is taken to the county
landfill .
d . Other disposal/utilization scheme (Specify) : N/A
3 . Treatment plant classification (attach completed rating
sheet) : Class IV
4 . SIC Code(s) : 3469 3471 3479
Wastewater Code(s)
Primary: 57 Secondary: 02 14
Main Treatment Unit Code: 51001
PART III — OTHER PERTINENT INFORMATION
1 . Is this facility being constructed with Construction Grant
Funds or are any public monies involved (municipals only) ?
N/A
2 . Special monitoring or limitations (including toxicity)
requests : N/A
3 . Important SOC, JOC or Compliance Schedule dates (Please
indicate) : N/A
4 . Alternative Analysis Evaluation:
Spray Irrigation: Insufficient land available for spray
irrigation .
Connection to Regional Sewer System: The industry is
considering connecting to the City of Gastonia ' s collection
system provided the City can allocate the required flow. This
is the primary alternative to eliminating the discharge .
Subsurface : Insufficient land available for subsurface
disposal .
Other disposal options : N/A
5 . Air Quality and/or Groundwater concerns or hazardous materials
utilized at this facility that may impact water quality, air
quality, or groundwater: Groundwater comments should be
obtained for the flow equalization basin which is unlined.
The industry uses several acids and alkalies in the industrial
process . There are no known Air Quality concerns .
6 . Other Special Items : N/A

•
Page Four
PART IV — EVALUATION AND RECOMMENDATIONS .
The applicant , CR Industries , has applied for permit renewal
and modification . The modification consists of removing the
silver, cadmium, and chromium effluent limits from the permit .
Since the facility is a categorical industry (CFR 40 Part 433
Subpart A) , the effluent limits for cadmium, chromium, and silver
should remain in the permit .
It is recommended that the permit be renewed without the
requested modification .
Signature of report preparer
/2. ..,
Water Qua ty Regional Supervisor
/2///
Date

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:4"'N.i.i 7---/ 41147 I iirrilliiiiLl "1 t17-7 14,17-s I
y
/� / of )
r ,,,, , , ..„--........„--- ,. T II - fir `. � 4 I
)14 1 Ir sew . �,

• -.. -r•-•v v 11 IVP1•.v.• vI IP1 -• III•
Name of Plant: C-R '. Ns-ccaAc—s
•
•
Owner or Contact Person: rs-1,�".a,.,, �o,aMs
Mailing Address: 4107 ,.NTh.s, \LQ,c .61,,,.
G STo,-kk 4-, N C '2.$vS3- -3-6-1
County: fir -o,-t Telephone: 404/ ttk-t— S3s-t
NPDES Permit No. NCOOc-3 .Z6u Nondisc. Per. No.
IssueDate: Asa.‘ . Si cc\ c Expiration Date: ►-r\a<< 3\J \C\\13
Existing Facility ✓ New Facility
- - Rated By: K. Cc, t.t Date:
Reviewed (Train. & Cert.)' Reg. Office
Reviewed (Train. & Cert.) Central Office
ORC ���L t-b�,;- Grade
Plant Class: (circle one) I II Ill m Total Points 6
ITEM POINTS (5)SECONDARY TREATMENT UNITS
(1) Industrial Pretreatment Units and/or (a) Carbonaceous Stage
Industrial Pretreatment Program (i)Aeration High
Diffuseded Air
Oxygen System 20
(see definition No. 33) 4 r System 1 p
(2) PFSIGN FLOW OF PLANT IN GPO Mechanical Air System (fixed,
(not applicable to non-contaminated cooling waters, sludge floating ao Sludge 3
handlingfacilities for water Separate Reaeration 3
purification plants, totally (ii) Trickling Filter
dosed cycle systems (def. No. 11). and facilities High Rate 7
consisting only of Item (4) (d) or Items (4) (d) and (11) (d)) Standard Rate 5
0 -- 20,000 1Packed Tower
20,001 - 50.000 2 5
20,001 - 100,000 3 (iii) Biological Aerated Filter or Aerated
10,001 - 0,000 Biological Filter 10
• 250,001 - 500,000 ® (iv) Aerated Lagoons 1 0
500,001 -1.000,000 8 (v) Rotating Biological Contactors 10
1.000,001-2,000.000 10
2.000.001 (and up) • rate 1 point additional for each (vi) Sand Filters-
200,000 gpd capacity up to a intermittent biological 2
maximum of 30 recirculating biological 3
Design Flow (god) : 1ACc 60(. (vii) Stabilization Lagoons 5
(3) PRELIMINARY UNITS (see definition no.32) (v`ui)Clarifier C o ,
(a) Bar Screens -
(ix) Single stage system for combined
or carbonaceous removal of SOD and
(b) Mechanical Screens. Static Screens or
Comminuting Devices d (seogenousf. 12)removal(Points
by nitrification
(c) Grit Removal 1 (see del. No. 12) (Points for this item
or have to be In addition toitems (5) (a)
(d) Mechanical or Aerated Grit Removal 2 x) (i)through(5) (a) (via) 8
Nutrient additions to enhance SOD
(e) Flow Measuring Device 1 removal 5
Of
(xi) Biological Culture ('Super Bugs') addition
(1) Instrumented Flow Measurement 01 to enhance organic compound removal 5
(g)Preaeration 2
(b) Nitrogenous Stage
(h) Influent Flow•Equalization O (i) Aeration• High Purity Oxygen System 20
(I) Grease or Oil Separators- Gravity 2 Diffused Air System 1 p
Mechanical Ca) Mechanical Air System (fixed.
Dissolved Air Flotation. 8 floating,or7otor) 6
Sep
(I) Pr chbrination 5 0i) Trickling Filterarate Sludge Reaeration 3
(4) PRIMARY TREATMENT UNITS High Rate 7
(a) Septic Tank(see definition no.43) 2
Standard Rats 5
(b) Imhoff Tank 5 Packed Tower �5
(c)b Primary Clarifiers 5 (iii) Biological Aerated Filter or Aerated
Biological Filter 10
(d) Settling Ponds or Settling Tanks for Inorganic (iv) Rotating Biological Contactors 10
Nontoxic Materials (sludge handling facilities (v) Sand Filter-
for water purification plants, sand, gravel. intermittent biological 2
stone, and other mining operations except
recreational activities such as gem or gold recirculating biological 3
mining) 2 (vI) Clarifier 5

(6) TERTIARY OR ADVANCED TREATMENTUNIT (10) CHEMICAL ADDITION SYSTEM(S)(See definition No.9)
(a) Activated Carbons Beds - 5 (not applicable to chemical additions rated as item
without carbon re tIon 15 (3) (j), (5) (a) (xl). (6) (a). (6) (b). (7) (b). (7) (e). .
with carbon regeneration (9) (a), (9) (b).or(9) (c)5 points each: List:
(b) Powdered or Granular Activated Carbon Feed - lta A. "s;he,\T
without carbon regeneration 5
with carbon regeneration 15 5
(c) Air Stripping 5( 5
penitrification Process (separate process) 10
(ee)) Eted 5 rodialysis _ (11) MISCELLANEOUS UNITS
(I) Foam Separation 5 (a) Holding Ponds, Holding Tanks or Settling Ponds
•
(g) ton Exchange 5 for Organic or Toxic Materials including wastes
(h) Land Application of Treated Effluent from mining operations containing nitrogen and/or
(see definition no. 22b) (not applicable for phosphorous compounds in amounts significantly
sand.gravel, stone and other similar mining greater than is common for domestic wastewater .......... 4
operations) (b) Effluent Flow Equalization (not applicable to storage
(i) on agriculturally managed sites (See def. , basins which are inherent in land application systems). 2
No.4) ' 10 (c) Stage Discharge (not applicable to storage basins
(ii) by high rate infiltration on non-agriculturally inherent in land application systems _-,-»_-_...»
managed sites (includes rotary didtributors (d) Pumps-
and similar fixed nozzle systems) 4 (e) Stand-By Power Supply 3
(iii) by subsurface disposal (mcludes low pressure (f) Thermal Pollution Control Device'.__.._ ._... 3
pipe systems and gravity systems except at
plants consisting of septic tank and nitrifica-
tion times only) - 4 TOTAL POINTS
n Microscreens ® CLASSIFICATION(j) Phosphorus Remoial by Biological Processes
(See def.No.26) 20
(k) Polishing Ponds - without aeration 2 Gass I 5 - 25 Points
with aeration 5 Class II 26- 50 Points
(I) Post Aeration - cascade 0 Class III 51- 65 Points
diffused or mechanical . . . 5 Class IV 66- Up Points
(m) Reverse Osmosis 5
(n) Sand or Mixed-Media Fillers-low rate 2 Facilities having a rating of one through four points, inclusive.
high rate 5 do not require a certified operator. Classification of all other
(o) Treatment processes for removal of metal or facilities requires a comparable grade operator in responsible
cyanide dr) charge.
(p) Treatment processes for removal of toxic materials other than metal or cyanide 15 Facilities having an activated sludge process will be assigned
a minimum classification of Class II.
I SLUDGE TREATMENT 10 Facilities having treatment processes for the removal of metal
(a) Sludge Digestion Tank -Heated 5 or cyanide will be assigned a minimum classification of Class II.
Aerobic......
Unheated 3 Facilities having treatment processes for the biological removal
(b) Sludge Stabilization (chemical or thermal) 5 of phosphorus will be assigned a minimum classification of Class
(c) Sludge Drying Beds- Gravity -- 2
Vacuum Assisted 5
(d) Sludge Elutriation 5 In-plant processes and related control equipment which are an
(e) Sludge Conditioner (chemial or thermal) 5 integral part of industrial production shall not be considered waste
(f) Sludge Thickener(gravity) 5 treatment. Likewise, discharges of wastewater from residences
(g) Dissolved Air Flotation Unit having a design flow of 1.000 gpd or less. shall not be subject to
(not applicable to a unit rates as (3) (i) (ID having
(h) Sludge Gas Utilization (including gas storage) . . . . 2
(i) Sludge Holding Tank- Aerated ADDITIONAL COMMENTS;
Non-aerated 2
(I) Sludge Incinerator - (not including activated
carbon regeneration) 10
(k) Vacuum Fitter. Centrifuge or Filler Press or other 10
similar dewatering devices
(8) SLUDGE DISPOSAL(including incinerated ash) 2
(a)Lagoons
(b) Land Application (surface and subsurface)
(see definition 22a)
..were the facility holds the land app. permit . . . 10 -
-by contracting to a land application operator who 2
holds the land application permit
-land application of sludge by a contractor who does
not hold the permit for the wastewater treatment 10
facility where the sludge is generated 5
•
(c) Landfilled(burial)
(9) DISINFECTION 5
(a) Chlorination 5
(b) Dechlorinatiion 5
(c) Ozone 5
(d) Radiation

N.C. DEPT. OF NATURAL
e"`Ro RESOURCES AND
1-1 \F
•
r. „ I� COMMUNITY DEVELOPMENT
/V/
�c • ��\-`tiaq Z 't "OV 2 3 1992
I!` ,` DIVISION OF ENVIRONMENTAL MANAGEMEI%%
State of North Carolina y00 VILLE RE610NAL OFFICE
Department of Environment, Health and Natural iesources
Division of Environmental Management
512 North Salisbury Street• Raleigh,North Carolina 27604
James G.Martin,Governor A. Preston Howard,Jr., P.E.
\William W.Cobey,Jr.,Secretary Acting Director
November 13, 1992
Mr. Robert L. Werts Subject : NPDES Permit Application
CR Industries NPDES Permit No.NC0004260
4307 South York Road CR Industries
Gastonia, NC 28053-8351
Dear Mr. Werts Gaston County
This is to acknowledge receipt of the following documents on November 9, 1992:
4 Application Form
Engineering Proposal (for proposed control facilities) ,
4 Request for permit renewal,
-4 Application Processing Fee of $400.00,
Engineering Economics Alternatives Analysis,
Local Government Signoff,
Source Reduction and Recycling,
Interbasin Transfer,
Other request for permit modification,
,
The items checked below are needed before review can begin :
Application Form ,
Engineering proposal (see attachment) ,
Application Processing Fee of
Delegation of Authority (see attached)
Biocide Sheet (see attached)
Engineering Economics Alternatives Analysis,
Local Government Signoff,
Source Reduction and Recycling,
Interbasin Transfer,
Other
Pollution Prevention Pays
P.O.Box 29535,Raleigh,North Carolina 27626-0535 Telephone [phone]
An Equal Opportunity Affirmative Action Employer

If the application is not made complete within thirty (30) days, it will be
returned to you and may be resubmitted when complete .
This application has been assigned to Charles Alvarez
(919/733-5083) of our Permits Unit for review. You will be advised of any
comments recommendations, questions or other information necessary for the
review of the application .
I am, by copy of this letter, requesting that our Regional Office
Supervisor prepare a staff report and recommendations regarding this
discharge . If you have any questions regarding this applications,
please contact the review person listed above .
/ n
Sincerely,�1
Coleen H. Sullins, P .E.
CC: Mooresville Regional Office

•i 0040
CR INDUSTRIES • 4307 SOUTH YORK ROAD, GASTONIA, NORTH CAROLINA 28053-1767 • 704/864-8351
V
•
CR
If1DUf TR If f
L C. DEPT. OF NATURAL
October 28 , 1992 RESOURCES AND
COMMUNITY DEVELOPMENT
NOV 2 31992
DIVISION OF ENVIRONMENTAL MANAGEMEIQ
Ms . Coleen Sullins MOORESVILLE REGIONAL OFFICE
Permits and Engineering Unit
Division of Environmental Management
Post Office Box 29535
Raleigh, North Carolina 27626-0535
Dear Ms . Sullins :
Re . NPDES PermittlIMIIIMMIMINIMIND
By this letter and its attachments , CR Industries is applying for
of our NPDES permit . Attachments to
this letter include Stan and Form C , a check for the renewal and
r fee for $400 . 00 , and priority pollant analysis
i entified in 40 CFR 122 . 21 .
This letter also includes the required narrative description of
the management of sludges from the wastewater treatment system,
as well as a request for modification to the permit.
Sludge Management Narrative Description:
Sludges are generated at two points in the wastewater treatment
system. Waste activated sludge is removed periodically from the
package plant that treats sanitary waste from the facility. A
septic tank pumper truck conveys the sludge for disposal at a
North Carolina permitted land farm operated by Wesson Septic Tank
Service , permit number 00574 . A letter confirming ` esl,ui:
services is attached .
The industrial wastewater sludge is generated in the precipita-
tion, flocculation, and dissolved air flotation processes , and is
dewatered using a plate and frame filter press . The filtrate is
returned to the treatment system. The dewatered sludge is
transported to the Gaston County landfill. Characterization of
the sludge is done by the Solid Waste Management Division of
North Carolina . A copy of the latest approval is enclosed.
r. modificati
and
WHJ/WHJ21028/bnl

NPDES 'Permit NC0004260 Page 2
•
Be that, fifty tests over the last twelve months have produced
the following results :
Cadmium 39 Test Results <0. 001 mg/1
9 Test Results 0 . 0.02 mg/1
2 Test Results 0. 003 mg/1
Chromium 50 Test Results <0 . 050 mg/1
Silver 38 Test Results <0. 050 mg/1
10 Test Results <0 . 010 mg/1
1 Test Result 0 . 025 mg/1
1 Test Result 0 . 066 mg/1
If there are any questions , please contact me at 704/864-8351 .
Sincerely,
William H. Johns
Manager
Manufacturing Engineering
Enclosures
._J
WHJ/WHJ21028/bnl

•
DISCHARGE SERIAL NUMBER
/101!"117
001 _
FOR AGENCY USE
EFE:44-PIP
.:!,A qta,,,„,s , ,
t 7. (Cont'd.)
•
Effluent 1
u
ea x
°' `��' u 5 u bo
Parameterand Code 'd A o _S .>
ktif d Q (- 3 > v > oA > oaa <to
< > E -o c >vo E .o .d „ C)
A 3 f� C G. A .pI
-2 .tO Q y 'u '� Si y 2 7 . t,
owA < Owq g E Q z' e
(1) (2) (3) (4)
Lead 01051 mg/1 IIIIIIII1
--- 3
_ 0.007 0.005 0.03 ®®ilia
Iron 01045 mg/1 _I
0.196 0.136 0.454 1/30 ®n
Nickel 01067 mg/1 __I
0.049 <0.01
Silver 01077 mg/1 __I0.154 50 � 16�
0.033 <0.01 {0.05
Zinc 01092 mg/1 _I 501 16
1.108 0. 303 2.83
Cyanide 00720 mg/1 __I m 16
<0.005 <0.005 <0.005 5
_�I ® 0
Phosphorus 00665 mg/1
0.88 0.42 1.16 1.90
3 II
18. Plant Controls Check If the fol-
lowing plant controls are available 31�`
for this discharge.
Alternate power source for major
Pumping facility. 0 AP$
Alarm or emergency procedure for
Power or equipment failure 0 ALM
Complete Item 19 If discharge is
from cooling and/or steam water •
generation and water treatment
.ddltives are used. .
19. Water Treatment Additives it the
discharge Is treated with any con-
ditioner.inhibitor,or aiglcide,
answer the following:
a. Name of Material(s)
219a
b. Name and address of manu-
facturer
219b
c. Quantity(pounds added per i------
te
million gallons of water treated) xt "
. �----
11-7 A

•
DISCHARGE SERIAL NUMBER
001 .
FOR AGENCY USE
LA p",plrlig,
17. (Cont•d.)
Influent
Effluent �--
u
c
Parameter and Code c =
eo a
`: v d , 000 A 5 S~
> u 3 a
E d > E o vA ° Q <
.a
H
a3Q' c� A Q'7.1 a � y ,u ro u la . >
(1) iow4 < i" -wA S. c<
NH3 as N 00610 mg/1 I(2) (3) (4) (.
111111111
_I (6) (7)
Fecal Cloriform 0.97 —�-
31616 100 ml 0'1 20.0
��I ® 50 �
Oil & Grease 00556 mg/
�_I 1.0 10.0 ®�
Phenols 32732 mg/1 J 4.5 G
__I 1 0 47.0
7 0
Chromium 01034 m. 6.43 ® 50 ! G �
/1 __I <0.05 0.001 ® 1/30 INNIS
Cadmium 01027 m./1 __I < 0.05 ®m
0.05
0.0012 •Copper 01042 mg/1 MIIIIIIIIIIIIIIIIIIIII < 0.001 0.003
0.049 NM
50 •
0.12 0.127 NM 50 la
18. Plant Controls Check If the fol-
lowing plant Controls are available Xi!],;•.
for this discharge •
Alternate power source for major Pumping facility, APS
Alarm or emergency for Procedure Power or a
4uiPment failure 0 ALM
Complete item 29 If discharge is
from Cooling and/or steam water •
generation and water treatment
•
additives are used.
Yvater Treatment Additives If the
dlc.,_liarge la treated with
. any Con-dltlon-e.Inhibitor, or alglclde,
answer the following:
a. Name of Material(s)
2.1.9 ;
b. Name and address ----__�__
facturer of manu-
Quantity(pounds Qmuantalion added Per �--
gallons of water treated) f1iC: —��
f,
11-7

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i. • "E' •�' LINwOoo: OaT ST. -\a �mE{ -iTS= ...•�s>'" • / .•' 4" ,2OAR VALL 'v
I SPRINGS' t- \AL-L•M 'a VEN AV -� . $ d `'
Qom. GOLF CLUB m C ,.- i PHI .PS > ,- " . � ti 2805.4
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- 9
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Q �{;� t��,�����7. SARVIS cr
_no G pE"yr't •41 DAB. P.•:q 1 „ HGTS. oLvE a0.ri'114
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foao RD
VB
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r f E W W NILA 8T ROetn
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CH RD.R0. �s\S Ro ..>) //2s /Q South f TE: sof o, .a /" ��.
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HAV CREST 0 = 0 CREST.O1 HAVEN pp '�+ ` 7r..,,S��Q JACKSON
'%5°\`Cr®° °q STAR CR INDUSTRIES -H N HAW EN DaCE # z Tn - ..-Q' KNOB
/ LAND DR. , _ G . .dWJ. CHARLESTON .1 N.
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-. O B Z z ''L ' Q.TELE- 4"Oµ� I� Pf'� ..�� R0. FRB
.t \Z6 '. �p� f QQ UPSTREAM MONITORING LAMAR'. cIR =GRAPH �Y�'/ IQ oa o�� ?g f'
\/ g� LOCATION "ES oR. ',ye. o �,� ,y 20
A ACRES �`� c`SA *�P s.AMY AC-:E. THE
I/ -- -
x < W.... ._T � •- o MERRYWm °F9 .W •COTTONWO \C? O LOU DR, {f'�,, G� \\' SEWER LINE
o O o
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z BALSAM/ - - Wa ` \L4'Q�E\'O(` OR..
�`T TABLEROCK JKS-\\\CAflTERSNC. ,gyp Q�r $� ��' \-p�p�
SUPERIOR IS \� rcy
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r' ACCESS('YCFg MACHINE FORBES '� ,.r,, �0,-
ROCK `\-. RO s 2420 ws F�
'1,' SUPERIOR INC•II vOv \ a �- •
SHADY BLUFFO\. :\c^ pp,, \ .WESLEY '7 w ,
\`- B3 RAUCH o \ ACRES a c
RAINTREE� � �� Nc 8; 7, m „
m :: "', / ,,, 4 ! _ - Crowder `,- OQ-' \ CT fF o m-PAM Da.
S� n ' �O S 04 1y w �.osir
...lc-
, �Ri� //ss '•. p 0 Gi9 °°° FC?cfJL RD. `-1=
�T P 1: 9yP5 t�a� S �/
,.-- DOWNSTREAM i�iONI TOR TNG % +x, = Q/ \ Y`P I� �`/�4:
" LOCATION i Y 1 �:°f- e-. r- ,vi
04
\T Imt �A 2 P�\\�, ^ '� RyF (‘ 2kj6��\\ Cr SWFC
`Q((�'F 1 I0 a o A // G� e-/j ETH p ! F(p R �(�5� H \o%
4R 9 ob C<
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\� 9 Aq - �_ �/
V
oQ
a N. F.a -s
OA \F S C PROCESS PLANT f
� e\ P *
\ - .3211 Ak000
\ ,
V
7 WILLIAM '\ C. wtLSON /
O JI• .OUSE / Q
N O /-'— -_-_ \f �0. Z —
\ P` p�
IlY cQ `. •z
TY —— —
-� Sourri NORTH RD. ,° �' /
cnsTonnn %�CAROLIN.A
I SOUTH j __
CAROL INA
LOCATION MAP
CR. INDUSTRIES
GA TONIA, NORTH CAROLINA

CR INDUSTRIES • 4307 SOUTH YORK ROAD, GASTONIA, NORTH CAROLINA 28053-1767 • 704/864-8351
Crit
X.c DEPT* OF NATUR,�,
IADUSTRIU RESOURCES AND
�uM ITY nE VELopmENT
October 28 , 1992 NOV 2 31992
BIVISION OF ENVIRONMENTALNJICFAI -
MOORESVIU [O E R� NAL OFFICE
3 •
Ms. Coleen Sullins
Permits and Engineering Unit
Division of Environmental Management (•)
Post Office Box 29535
Raleigh, North Carolina 27626-0535LJ
Dear Ms. Sullins:
Re. NPDES Permit NC0004260, CR Industries
By this letter and its attachments, CR Industries is applying for
renewal and modification of our NPDES permit. Attachments to
this letter include Standard Form C, a check for the renewal and
modification fee for $400. 00, and priority pollant analysis
identified in 40 CFR 122.21.
This letter also includes the required narrative description of
the management of sludges from the wastewater treatment system,
as well as a request for modification to the permit.
Sludge Management Narrative Description:
Sludges are generated at two points in the wastewater treatment
system. Waste activated sludge is removed periodically from the
package plant that treats sanitary waste from the facility. A
septic tank pumper truck conveys the sludge for disposal at a
North Carolina permitted land farm operated by Wesson Septic Tank
Service, permit number 00574 . A letter confirming Wesson
services is attached.
The industrial wastewater sludge is generated in the precipita-
tion, flocculation, and dissolved air flotation processes, and is
dewatered using a plate and frame filter press. The filtrate is
returned to the treatment system. The dewatered sludge is
transported to the Gaston County landfill. Characterization of
the sludge is done by the Solid Waste Management Division of
North Carolina. A copy of the latest approval is enclosed.
The request for modification is related to the possible removal
of Cadmium, Chromium, and Silver testing from the renewed permit.
WHJ/WHJ21028/bnl

•
NPDES Permit NC0004260 Page 2
Be that, fifty tests over the last twelve months have produced
the following results:
Cadmium 39 Test Results <0.001 mg/1
9 Test Results 0.002 mg/1
2 Test Results 0.003 mg/1
Chromium 50 Test Results <0.050 mg/1
Silver 38 Test Results <0.050 mg/1
10 Test Results <0.010 mg/1
1 Test Result 0.025 mg/1
1 Test Result 0.066 mg/1
If there are any questions, please contact me at 704/864-8351.
Sincerely,
•
William H. Johns
Manager
Manufacturing Engineering
Enclosures
WHJ/WHJ21028/bnl

• . e l-3F o AbD
N. C. DEPT. OF NATURAL RESOURCES AND COMMUNITY DEV. FOR AGENCY USE
ENVIRONMENTAL MANAGEMENT COMMISSION
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM D, 2�I/
APPLICATION FOR PERMIT TO DISCHARGE WASTEWATER a. ` 4 pD Aso
STANDARD FORM C —MANUFACTURING AND COMMERQ M,
SECTION I. APPLICANT 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 INVICIAI'EO. RgFEA TO
BOOKLET BEFORE FILLING OUT THESE ITEMS.
Please Print or Type
1. Legal Name of Applicant 1pt . CR Industries
(see Instructions)
2. Mailing Address of Applicant F3
(see instructions) "'sc: 4307 S. York Rd. P.O. Box 1767
Number&Street 41 :::
Gastonia
city
1 <" NC
State '# C,
28052 28053 •
Zip Code
3. Applicant's Authorized Agent f:
(see Instructions) William H. Johns
Name and Title 1.3*
Manager, Manufacturing Engineering
4307 S. York Rd. P.O. Box 1767
Number&Street Address 103b:::
Gastonia
City 103C:
NC
State 10301-:
28052 28053
Zip Code
Telephone ;pal 704 864-8 '51
Area Number
4. Previous Application Code
If a previous application for a
National or Federal discharge per-
mit has been made,give the date •
of application. Use numeric
designation for date. 104 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 Informattos
is true,complete,and accurate.
Robert L. Werts Plant Manager
10;9: (.)
Printed Name of Person Signing Title
7 YR MO DAY/e44 ffiV: 4(
Signature of Applicant or Authorized Agent Date Application Signed
North Carolina General Statute 143-215.6(b)(2) provides that: Any person who knowingly makes
. any false statement representation, or certification in any application, record, report, plan,
or other document files or required to be maintained under Article 21 or regulations of the
Environmental Management Commission implementing that Article, or who falsifies, tampers with,
or knowly 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 aunishable by a fine not to exceed :
$10,000, or by imprisonment not to exceed six months, or by both. (18 D.S.C. Section 1001 provide
a punishment by a fine of not more than $10,000 or imprisonment not more than 5 years, br both,
fm- a similar r,ffcnc, 1

FOR AG CY USE E
S. Facility/Activity(see Instructions) ]
K
Give the name,ownership,and •
-1
physical location of the plant or 1 1
other operating facility where dis- 1
1.i:
charge(s)does or wilt occur. ... •
Name
loss CR Industries, Gastonia NC
•
Ownership(Public,Private or
Both Public and Private) :t:OSb::s ❑PUB ®PRV ❑BPP
Check block if Federal Facility lose i ❑FED
and give GSA Inventory Control
Number toSd,;
Location 4307 S. York Rd. P.O. Box 1767
Street&Number `.tea:
; f Gastonia
City
•
Gaston
County 1(188
- —
State 10Sq
NC 28052 28053
Manufacture Oil Seals
6. Nature of Business State the .1106a
nature of the business conducted
at the plant or operating facility.
tOib, AGENCY USE
Amount represents 365-day average
7. Facility Intake Water (see Instruc-
tions) Indicate water intake volume of 12 month total.
per day by sources. Estimate •
average volume per day in thousand
gallons per day.
Municipal or private water system 1117* 53.5 thousand gallons per day
Surface water 107B: thousand gallons per day
Groundwater 1074.- thousand gallons per day
Other* 107d';'. thousand gallons per day
53.5
Total Item 7 107e- thousand gallons par day
`
`If there is intake water from
'other;specify the source. 107f.1.<
8. Facility Water Use Estimate
average volume per day in thousand
gallons per day for the following
types of water usage at the facility-
(see instructions) 18-0
Noncontact cooling water 1Q8a:, thousand gallons per day
Boller feed water t08b 1'0 thousand gallons per day
Process water(including contact 28.7
cooling water) 108C thousand gallons per day
5.5
Sanitary water .0$4 thousand gallons per day
0.3
Other* thousand gallons per daY
53.5
Total Item 8 '1 '' thousand gallons per day
-If there alre•discharges to ioi�.:'` Fire protection equipment testing
' 'other;specify. '>
::•,ii 325
• If there is'Sanitary'water use,give .iiiti><
the number of people served. 4iiiiiiii people served -
I-2 •

4 . .,F;ftti!...ii.G7INICY4,4,;1.....71.4
.
9.. 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 categories below. Estimate Number of Total Volume Used
average volume per day In thousand Discharge or Discharged.
gallons per day. Points Thousand Gat/Day
Surface Water :,:100011 A/21144
- .... .:i;:, -'•'''.......,:..,..:
Sanitary wastewater transport ,•00.Pli.;: 1*0.0*.
......,....., ,,;;;W:00
System
i:4*.NVI....:.....
Storm water transport system 409.01.1. .:::.,:40141
.:',.i:gi::.-....'',..: •'" '
,:i:':,..:.-.:,.•
- .- --
Combined sanitary and storm
water transport system :001: :•flief#'
_.::.::...•.-
.. -::.:;-•:-•,:....:...
Surface Impoundment with no .
effluent .4000,..: 4002'
... .:,...:-
,...,.,,
Underground percolation 40..*11.' :telitg
..:-.:..
.. . ... .::' ,.: . •
Well Injection ,409591:;'.1 !OSA.
.,... ....,......:
Waste acceptance firm :1041111:: ...111114...
,...•::1...!::::
Evaporation , ---
ultiple 4442.... 18.6
.. ,
.:,-.-:. ,•.:.-
Consumption -lifiWi .-40.00
-.... .
...
.. ..
. I :„L:1•I', i -,- .:.,....:1.::
Other* iti9kili:: -` 400.0:::.i 0.3
-:.,..
Facility discharges and volume "' ' 53.5
Total Item 9. 4044:-; *OUC...
:•,::.:..--,..
•: -...;
*If there are discharges to'other.' .::,' -....:::,..ii5 ;
specify. 140‘i Fire protection equipment testing to lawn.
10. Permits.Licenses and Applications
List all existing,pending or denied permits,licenses and applications related to discharges from this facility(see instructions).
Date Date Date Expiration
Type of Permit
Issuing Agency For Agency Use or License ID Number Flied Issued Denied Date
YR/MO/DA YR/MO/DA YR/MO/DA YR/MO/DA
1.14. 'N.::::iZ(ii)::;.:1.*:V:IR i]2...,i;:: :::i:.';::631t''''.1:ii:•:;1.0'..' .': (C):::':.':':',..']'i:...:'':''']';ilt::.:.i•:',: ••• Cc)
NC
;... --.:----.., -
I. NC ::LT''''' .- .. ' NPDES NC0004260 87/10/30 88/05/31 93/05/31
. .. ..
: .:5M:::&NIM: :::ii;i:..-•'''''''.
2. :,;.;:iigg:'R::Ri!aE:X ,''' Revised 91/04/05
... .... .„,......„....,..,.... , ..
- -.
3.
11. Maps and Drawings
Attach all required maps and drawings to the back of this application.(see Instructions)
12. Additional Information
]:i.:.4. Item Number Information
T-3

FOR AGENCY USE
STANDARD FORM C —MANUFACTURING AND COMMERCIAL - - ,
SECTION II. BASIC DISCHARGE DESCRIPTION
Complete this section for each discharge indicated in Section I. Item 9,that is to surface waters. This includes discharges to municipal sewerage
systems in which the wastewater does not go through a treatment works prior to being discharged to surface waters. Discharges to wells must
be described where there are also discharges to surface waters from this facility. SEPARATE DESCRIPTIONS OF EACH DISCHARGE ARE
REQUIRED EVEN IF SEVERAL DISCHARGES ORIGINATE IN THE SAME FACILITY. All values for an existing discharge should be repre-
sentative of the twelve previous months of operation. It this is a proposed discharge,values should reflect best engineering estimates_
•
ADDITIONAL INSTRUCTIONS FOR SELECTED ITEMS APPEAR IN SEPARATE INSTRUCTION BOOKLET AS INDICATED. REFER
TO BOOKLET BEFORE FILLING OUT THESE ITEMS.
1_ Discharge Serial No.and Name
a. Discharge Serial No. 20fa 001
(see instructions)
b. Discharge Name tots Crowders Creek Outfall, Crowders Creek
Give name of discharge,if any.
(see instructions)
c. Previous Discharge Serial No.
If previous permit application
was made for this discharge(see 20tc _001
Item 4,Section I),provide previ-
ous discharge serial number.
2. Discharge Operating Dates
a. Discharge Began Date If the
discharge described below is in 66 02
operation,give the date(within 202a
best estimate)the discharge YR MO
began.
b. Discharge to Begin Date If the
discharge has never occurred but
is planned for some future date, 202b _.
give the date(within best esti- YR MO
mate)the discharge will begin.
c. Discharge to End Date If dis-
charge is scheduled to be discon-
tinued within the next 5 years, 202c
give the date(within best esti- Y R MO
mate)the discharge will end.
3. Engineering Report Available
Check if an engineering report is
available to reviewing agency upon •
request. (see instructions) 203
4. Discharge Location Name the
political boundaries within which
Agency Use
the point of discharge is located. _
North Carolina
State 204a ---------- -_-- 2440•
County 204b Gaston — ----- ._Z -
(if applicable) City or Town 204c _- ____ - 204f
5. Discharge Point Description
Discharge is into (check one):
(see instructions)
Stream(includes ditches,arroyos,
and other intermittent watercourses) 205a ®STR
Lake OLKE •
Ocean DOCE •
Municipal Sanitary Wastewater
Transport System DMTS
•
Municipal Combined Sanitary and
Storm Transport System ❑MCS
II-I

DISCHARGE SERIAL rvurvMtstr(
•
001 '
k
FOR AGENCY USE
Municipal Storm Water Transport
System ❑STS
Well(Injection) ❑WEL
Other ❑O TH
If 'other' is checked, specify 2O6b ----
6. Discharge Point—Lat/Long Give
the precise location of the point
of discharge to the nearest second.
Latitude 206a 35 DEC 1,_MIN 3 SEC
Longitude vier. 81 DEG 12 MIN 24 SEC
7. Discharge Receiving Water Name
Name the waterway at the point 207a Crowders Creek
of discharge.(see instructions)
For Agency Use For Agency Use
If the discharge is through an out- 303e
fall that extends beyond the shore- 207b •
1 l
Major Minor Sub
line or is below the mean low 076
water line,complete Item 8. _
9. Offshore Discharge
a. Discharge Distance from Shore 209a 2 _feet
b. Discharge Depth Below Water
Surface 2011b ._ _—feet
9. Discharge Type and Occurrence
a. Type of Discharge Check
whether the discharge is con- 209e 0(con)Continuous
tinuous or intermittent.
(see instructions) ®((nt) Intermittent
b. Discharge Occurrence Days per
Week Enter the average num- 2O9b 5 days per week
ber of days per week(during
periods of discharge)this dis-
charge occurs.
c. Discharge Occurrence—Months I
If this discharge normally 2090 ❑JAN ❑FEB ❑MAR DAPR
operates(either intermittently,
or continuously)on less than ❑MAN). ❑JUN ❑JUL ❑AUG
a year-around basis(excluding
shutdowns for routine mainte- ❑SEP ❑OCT ❑NOV ❑DEC
nance),check the months dur-
ing the year when the discharge
is operating. (see instructions.)
:omplete Items 10 and 11 if"inter-
iittent"is checked in Item 9a.
)therwise,proceed to Item 12.
0. Intermittent Discharge Quantity 50.5
State the average volume per dis- 21e thousand gallons per discharge occurrence.
charge occurrence in thousands of
gallons.
11. Intermittent Discharge Duration
and Frequency
a. Intermittent Discharge Duration
Per Day State the average 211a- 16 hours per day
number of hours per day the
discharge is operating.
b. Intermittent Discharge
Frequency State the average 211b _I discharge occurrences per day
number of discharge occur-
rences per day during days
when discharging.
12. Maximum Flow Period Give the
time period in which the maximum 212 From 04 to 09
flow of this discharge occurs. month month
Ii1_7

DISCHARGE SERIAL NUMBER
001
FOR AGENCY USE-1
13. Activity Description Give a 1. Stamping cold rolled steel (CRS) components
narrative description of activity 213a
producing this discharge.(see
instructions) 2. Cleaning of CRS components
3. Phosphatizing CRS components
4. Cleaning of synthetic elastomer mold
5. Sanitary waste
6. Cooling water
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
specified in Table I of the Instruc-
tion Booklet. for SIC Codes not
listed in 7 able I.use raw material
or production units normally used
for measuring production.(see
instructions)
•
a. Raw Materials
Maximum Unit Shared Discharges
SIC Code Name Amount/Day (See Table I) (Serial Number) •
214a (1) • (2) (3)' (4) (3)
3469 Cold Roll SteeL 8.1 Ton 001
Drawing Oil 24.0 Gal 001
3471 Cleaning CRS
Components 2.0 Gal 001
35% Sodium Hydroxide
b. Products
Maximum Unit Shared Discharges
SIC Code Name Amount/Day (See Table I) (Serial Number)
SW) (1) '— -- (2)'--- (3) (4) — --—-- ;3) T:-
I1_i

•
DISCHARGE SEItIAI NUMHrR `
001 •
--- __.._ .... ... ,
FOR AGENCY USE .
Till
15. Waste Abatement
a. Waste Abatement Practices __ _ __—
Describe the waste abatement 215a Narrative:___.—._._-- —
practices uses on this discharge The sanitary waste is treated in an activated sludge
with a brief narrative. (sec .__ -----
instructions) type package plant. The sanitary effluent enters_
the treatment plant equalization basin and is
mixed with the industrial waste. These wastes are
then treated by the physical-chemical treatment___.
. plant. .
( )
b. Waste Abatement Codes 21Sb 1 PSKIMC (2) BACTIV (3) PEQTIAT.__.
Using the codes listed in Table CPHADJ (5) C`C'oAGN (6) CPFPn'Z---•
II of the Instruction Booklet, (41
describe the waste abatement CFLOCC (8) PFLOAT (9) PEQUAL
processes for this discharge in (7)
the order in which they occur PSCREE ())) OMONIT (12) SP�2ESS
•
if possible. (10)
(13) sr.ANnn (14) (15) .
(16) (17) (18)
(19) (20) (21)
(22) (23) (24)
(25)
II-4

SHEET II-3A CR INDUSTRIES
NC 0004260
MAXIMUM SHARED
SIC CODE NAME AMOUNT/DAY UNIT DISCHARGE
3471 Mold Cleaning 30 Lbs. 001
50% Sodium Hydroxide
3479 Phosphatizing CRS 12 Gal. 001
Components, Zinc
Phosphatizing
Solution
15% Zinc Ions in Solution
Alkaline Cleaning CRS 25 Gal. 001
Components
20% Potassium Hydroxide
Acid Pickling Solution 1 Gal. 001
45% Phosphoric Acid
Rust Inhibitor 0.3 Gal. 001
70% Mineral Oil
4952 Sanitary Waste 325 Empl. 001
II-3A

•
• DISCHARGE SERIAL NUMBER
• 001
1 FOR AGENCY USE
• I r
z :
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 yF, Parameter $
11.
Color Copper X
00080 01042
Ammonia X Iron X
00610 01045
Organic nitrogen Lead X
00605 X 01051
Nitrate Magnesium
00620 X 00927 X
Nitrite X Manganese
00615 01055
Phosphorus Mercury
00665 X 71900
Sulfate Molybdenum
00945 X 01062
Sulfide Nickel X
00745 01067
Sulfite Selenium
00740 01147
Bromide Silver X
71870 01077
Chloride Potassium X
00940 00937
Cyanide Sodium X
00720 X 00929
Fluoride Thallium
00951 01059
Aluminum X Titanium
01105 01152
-
Antimony Tin
01097 01102
Arsenic Zinc X
01002 01092
Beryllium • Algicides'
01012 74051
-Barium Chlorinated organic compounds*
01007 74052
Boron Pesticides*
01022 74053
Cadmium Oil and grease X
01027 X 00550
Calcium Phenols. X
00916 X 32730
Cobalt Surfactants X
01037 38260
Chromium x Chlorine X
01034 50060
Fecal coliform bacteria Radioactivity*
74055 X 74050
•
'Specify substances,compounds and/or 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.20250,1une 1972,as
required by Subsection 162.7(b)of the Regulations for the Enforcement of the Federal Insecticide,
Fungicide,and Rodenticide Act.
II-5

DISCHARGE SERIAL NUMBER
001 •
FOR AGENCY USE 1
17. Description of Intake and Discharge
For each 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 were checked in Item 16;
ammonia,cyanide,aluminum,arsenic,beryllium,cadmium,chromium,copper,lead,mercury,nickel,selenium,zinc,phenols,oil and grease.
and chlorine(residual). __
Influent Effluent
I T
^ 7 ... _.�.. ..
co
42,
o op
m o ' C , o)
Parameter and Code = d o A d }}°OG�� G ° u $ o
"`g� v a F3 < a E v y to ff a �i+,-a 0 a�i d H a
..NA
la Luxe
3 A a c A S O W A a x 8 W A w z a( v�
(1) (2) (3) (4) (5) (6) (7) I$)
_
Flow'
Gallonsperday 53,500 50,500 11,000 144,000 5/7 25716 !
00056 1
pH Units 6.4 8.9 5/7 257� G
X —
00400 —
J
Temperature(winter)
'F 59 50 75 5/7 127 G
74028
- Temperature(summer)
of 73 57 84 5/7 130 G
74027
Biochemical Oxygen Demand
(GODS-day) 49.7 1.7 105 1/7 50 16
mg/1
00310
Chemical Oxygen Demand(COD)
mg/I 38.4 1 16
00340
Total Suspended(nonfilterable)
Solids 15.4 1.0 43 1/7 50 16
mg/1
00530
Specific Conductance ___ __ __
micromhos/cm at 25*C --- ---
00095
Settleable Matter(residue)
m1/1 --- --- --- --- -- --
00545
*Other discharges sharing intake flow(serial numbers).(see instructions)
II-6

•
DISCHARGE SERIAL NUMBER .
001 FOR AGENCY USE
irtitilli
17. (Cont'd.)
Influent Effluent 1
i
_T I
a) ea ) �•'-'
P. u 7 .5 7 .S
4)
Parameter and Code E40 y N -2y 7 " `o 0
$o ° .., (—
t.
1 d a � 3 44 a max ; o E. a - y ;
rti q t P, u iX a c ;m; sNa ' .. x as x 5 a E •
3q ° q A MOtilA < Mou it' < r„(1) (2) (3) (4) (5) (6) (7) (8)
I 1.
NH3 as N 00610 mg/1 0.97 0.1 20.0 1/7 50 16
Fecal Cloriform
31616 /100 ml 1.0 10.0 1/7 50 G
Oil & Grease 00556 mg/_ 4.5 1.0 47.0 1/7 50 ' G
Phenols 32732 mg/1 6.43 0.001 22.5 1/30 12 G
Chromium 01034 mg/1 <0.05 < 0.05 <0.05 1/7 50 16
Cadmium 01027 mg/1 0.0012 < 0.001 0.003 1/7 50 16
Copper 01042 mg/1 0.049 0.12 0.127 ±/7 50 16
t.
18. Plant Controls Check If the fol- Sig
lowing plant controls are available
for this discharge.
Alternate power source for major 0 APS
pumping facility.
Alarm or emergency procedure for 0 ALM
power or equipment failure
Complete item 19 if discharge is
from cooling and/or steam water
generation and water treatment
additives are used.
19. Water Treatment Additives If the
discharge is treated with any con-
ditioner,inhibitor,or algicide,
answer the following:
a. Name of Material(s) 2t*a:
b. Name and address of manu-
facturer 219p
c. Quantity(pounds added per IOC
million gallons of water treated).
11-7

•
DISCHARGE SERIAL NUMBER -
001 FOR AGENCY USE
17. (Cont•d.)
Influent Effluent l
i
4)
x m oo .,
54 u o - 5 5 ?
F.
-a w
Parameter and Code 5 V 0 �F > c Cl > c Clo
o .E 3 m > E [ ...•
•Q Vx YE go 1 ;' �
i i � . 1 . ' � sh EE
64 E .A A' aSA W G a iI ^ � A XOiLla ' of1 u6 Z < co
(1) (2) (3) (4) (5) (6) (7) (8)
Lead 01051 mg/1 0.007 0.005 0.033 1/7 50 16
Iron 01045 mg/1 0.196 0.136 0.454 1/30 12 16
Nickel 01067 mg/1 0.049 00.01 0.154 1/7 50 ! 16
Silver 01077 mg/1 0.033 <0.01 <0.05 1/7 50 16
Zinc 01092 mg/1 1.108 0.303 2.83 1/7 50 16
Cyanide 00720 mg/1 <0.005 <0.005 <0.005 1/7 50 16
Phosphorus 00665 mg/1 0.88 0.42 1.16 1.90 3 16
18. Plant Controls Check if the fol. Eli
lowing plant controls are available
for this discharge.
Alternate power source for major 0 APS
pumping facility.
Alarm or emergency procedure for - 0 ALM
power or equipment failure
Complete Item 19 if discharge Is
from cooling and/or steam water ,
generation and water treatment
additives are used.
19. Water Treatment Additives If the
discharge Is treated with any con-
ditioner,inhibitor,or algicide,
answer the following:
a. Name of Material(s) 419i
b. Name and address of manu-
facturer 21913
c. Quantity(pounds added per '.119C;
million gallons of water treated).
1I-7 A

DISCHARGE SERIAL NUMBER _
001 FOR AGENCY USE
17. (Cont•d.)
Influent Effluent -{
i
u
x u u u S 7 .5.>_
Parameter and Code > c q > ° < ° &
N t-
•
it 2p pppOp, S e�yy• a
G N A• G Q .4 - o x y U ti .D x n G 7 C
A 3 — o owa < moisca u. < z < C,
(1) (2) (3) (4) (5) (6) (7) (8)
Total Nitrogen 00600 mg/1 13.1 10.1 15.6 1/90 3 16
Aluminum 01105 mg/1 1.17 1 16
i
1
18. Plant Controls Check If the fol- ElE '
lowing plant controls are available
for this discharge.
Alternate power source for major 0 APS
pumping facility.
Alarm or emergency procedure for 0 ALA',
power or equipment failure
Complete item 19 if discharge is
from cooling and/or steam water
generation and water treatment
additives are used. •
19. Water Treatment Additives If the
discharge is treated with any con-
ditioner,inhibitor,or algicide,
answer the following:
a. Name of Material(s) ?lea
b. Name and address of manu-
facturer 21 ;p
c. Quantity(pounds added per .itfjryc.
million gallons of water treated).
11-7 13

DISCHARGE SERIAL NUMBER -
•
001 FOR AGENCY USE I
d. Chemical composition of these
additives(see Instructions).
Complete items 20-25 If there is a thermal discharge
(e.g.,associated with a steam and/or power generation
plant,steel mill,petroleum refinery,or any other
manufacturing process)and the total discharge flow is
10 million gallons per day or more. (see instructions)
20. Thermal Discharge Source Check
the appropriate item(s)indicating
the source of the discharge. (see
instructions)
Boiler Blowdown ❑BLBO
Boiler Chemical Cleaning 0 BCCL
Ash Pond Overflow ❑APOF
Boiler Water Treatment—Evapora- ❑EPBO
tor Blowdown
Oil or Coal Fired Plants—Effluent ❑OCFP
from Alr Pollution Control Devices
Condense Cooling Water 0 COND
Cooling Tower Blowdown 0 CTBD
Manufacturing Process ❑MFPR
Other ❑OTHR
21. Discharge/Receiving Water Temper-
ature Difference
Give the maximum temperature
difference between the discharge
and receiving waters for summer
and winter operating conditions.
(see Instructions) 2214 of
Summer
Winter ;21b °F.
•
22. Discharge Temperature,Rate of °F./hour
Change Per Hour 2 ''
Give the maximum possible rate of
temperature change per hour of
discharge under operating con•
dltions. (see instructions)
23. Water Temperature,Percentile
Report(Frequency of Occurrence)
In the table below,enter the
temperature which is exceeded 10%
of the year,5%of the year,1%of
the year and not at all(maximum
yearly temperature). (see instructions)
Frequency of occurrence 10% 5% 1% Maximum
of of OF °F
a. Intake Water Temperature 2**a
(Subject to natural changes) of of of of
b. Discharge Water Temperature '.�2
24. Water Intake Velocity �2i feet/sec.
(see Instructions)
25. Retention Time Give the length of minutes
time,In minutes,from start of
water temperature rise to discharge
of cooling water. (see Instructions)
II-8

•
. - • •
• DISCHARGE SERIAL NUMBER
FOR AGENCY USE
001
26- Additional Information
226 Item • Information
_
II-3 1977 Engineering Report by Charles T. Main Company available at
CR Industries, 4307 S. York Rd., Gastonia NC 28052.
•
•
11-9

•
FOR AGENCY USE
STANDARD FORM C —MANUFACTURING AND COMMERCIAL
SECTION ID. WASTE ABATEMENT REQUIREMENTS&IMPLEMENTATION (CONSTRUCTION)SCHEDULE
This section requires information on any uncompleted Implementation schedule which may have been imposed for construction of waste abate-
ment 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 la.)AND/OR STAGED CONSTRUCTION OF SEPARATE OPERATION UNITS
(Item 1c),SUBMIT A SEPARATE SECTION III FOR EACH ONE.
FOR AGENCY USE
1. Improvements
n :z.::.:...u t
a. Discharge Serial Number
Affected List the discharge A(A>
serial numbers,assigned In z:
Section II.that are covered by
this implementation schedule. yhzr:
b. Authority imposing Require-
ments :...»g."
Check the appropriate
item indicating the authority for
implementation schedule. If
the identical Implementation
schedule has been ordered by
more than one authority,check
the appropriate items. (see
Instructions)
Locally developed plan 3 t;b' ❑LOC
Areawide,Plan (DARE
Basic Plan ❑BAS
State approved implementa
lion schedule DSQS
Federal approved water
quality standards implementa-
tion plan. ❑WQS
Federal enforcement proced-
ure or action DENF
State court order ['CRT
Federal court order ❑FED
c. Facility Requirement. Specify
the 3-character code of those - _ 3-character
listed below that best describes (general)
in general terms the require-
ment of the implementation 3010.'y
schedule and the applicable six-
character abatement code(s)
from Table II of the Instruction
booklet. If more than one -30 4. 6-character
schedule applies to the facility (specific)
because of a staged construction (see Table II)
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.
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
III-1

FOR AGENCY USE
2. 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 0.4 -//- `r 'a> —/—/—
b. Final plan submission --/-/- : -/-/-
c. Final plan complete -/-/- * '' -/-/-
d. Financing complete&contract awarded 2d:: -/-/- /-/-
febli
e. Site acquired 1*: -/-/-
*11. __/-/-
1101 :Wig:
f. Begin action e.g.,construction) " aY`'' -/_/- ^' -/-/-
NM vR ;
g. End action(e.g.,construction) 3@it* -/-/- - -/-/
h. Discharge Began 2 -/-/ '$$ -/-/-
Hgti
I. Operational level attained 1 -/-/- t' -/-/-
•
•
III-2 GP 0 865-742

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
u d
C..R A 0` d 0.V
.0 M > I- '.3 > E E u ° d, (•
0 us Co
Parameter Y . Y T >, aO.,, _ N £ a> 7 a. p >.
m C;' 3 'm > S ie A '3 c 0 c E
(Code) a � A . e Alt > > w < z < :n
. �d . S
REMARKS:
I certify 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 Completed Name of Authorized Agent Signature

•
•
Directions.—For each parameter listed, complete the than 15 minutes).
information requested in each column in the units specified #C For composite sample "#" is to be replaced fly tl
according to the instructions given below. average number of hours over which the con&
Column 1.—Enter the daily average value of the intake sample was collected. Composite samples art' _.•+.-t-
water at the point it enters the facility. If intake water is binations of individual samples obtained at inic!
from more than one source, and enters the facility at over a time period. Either the volume of each iz-
separate entry points, the value given in column I should be dividual sample is directly proportional to discharge
weighted proportional to the quantity of flow contributed flow rates or the sampling interval (for constabt-
from each source. If water is treated before use,completion volume samples) is inversely proportional to U:
of this column is not required (see instructions for column flow rates over the time period used to product- ,o,
2).Values of intake are not required for mining activities. composite.
Column 2.—If all or part of intake water is treated before
use, provide values for total intake here instead of in NA if"CONT"was entered in column 6.
Column 1. Also describe briefly in item 26 "additional Analytical methods.—Appendix A contains all parameters
information," the type of treatment'performed on intake with their reporting levels, test descriptions, and references.
water (e.g., rapid sand filtration, coagulation, flocculation, The parameter values can be determined either by use of oil'
ion exchange, etc.) and the percent of intake water of the standard analytical methods as described in table A or
contributing to this discharge that has been treated. by methods previously approved by the EPA Regi':ual
Column 3.—Supply daily average value for the days when Administrator or Director of a federally apptovcd SI.cte
discharge is actually operating or is expected to be operat- program (or their authorized representatives) whit:'
ing (a new discharge). Daily average values are to be com- jurisdiction over the State in which the discharge uc;u:s If
puted by weighting the daily value in proportion to the daily the test used is not one shown in table A,the test nrot.••tun•
flow. If a discharge occurs irregularly, the value supplied should be referenced in"Remarks"or on a separate cli•.t
in the column marked "Daily Average" should represent values are determined to be less than the detectable limit (as
an average for the average for the days the discharge actually determined by referenced standard analytical
occurs. Average values are not to be supplied for pH, and/or instrument manufacturer's literature), spec'uy '
specific conductance, and bacteriological parameters (e.g., (value of detectable limit)" in the appropriate space. i •
coliform bacteria). example, if the detectable limit is .005 mg/I and quantttic,
Columns 4 and S.—Supply minimum and maximum value of less than this are determined,specify "LT.005." Do no;
observed (or expected for new discharge) over any one day enter descriptors such as "NIL," "TRACE," "NEG," etc..
when the discharge is operating. for this purpose. If it is your reasoned judgement that one 0,
Column 6.—Specify the average frequency of analysis for more of the required parameters'is not present in the initial
each parameter as number analyses per number of days(e.g_, untreated or treated process water and/or the discharge.
"3/7" is equivalent to three analyses performed every7 enter an "A" (meaning"absent") in the appropriate space.
days). If continuous, enter "CONT." When analyses are In order for values reported to be representative, it is
conducted on more than one individual grab sample col- recommended that they be based on from at least five to
lected during the same day, the analysis frequency should seven analyses of composite samples (if applicable). Each of
reflect one analysis whose value is the average of the the composite samples should be obtained by compositing
individual grab sample measurements. Average frequency frequent samples in proportion to flow over an operating
should be based on an operating month. day. Samples should be taken during period of maximum
Column 7.—Specify the number of analyses performed at production, if possible. If samples are taken at periods of
the average frequency specified in column 6,up to 365. less than maximum production, state in "Remarks" the
Column 8.—Specify sample type as follows: percent of maximum production that was obtained during
G For grab sample (individual sample collected in less the sampling period.
GPO 865-710

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CAROLINA ay.../
LOCATION MAP
CR INDUSTRIES
GASTONIA, NORTH CAROLINA

•
I l G U J i --.t i G J
• 439
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:487 • • i .r:STON
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<•�f ��� .r^^' �. _,i.----,:,. ��``:'_ . . ," LOCATION MAP
'S - _�,;' ��-\1= j ;\ • �: _ FROM USGS MAP, 1947, 1:62,500
2 : . zon ChNs. fry; _?J . ,)-:,% . . J :__t .- CR INDUSTRIES
;' =%(' ��} f`C}over: ..-�•�1 .- GASTONIA, GASTON COUNTY
y s u:r?=,d''`:�? ,r- - '_-:__; NORTH CAROLINA

Municipal Water Supply 53,500 gal/day
27,600 gal/day Phosphate Coating
System
$
Tank evaporation and
parts drying
400 gal/day
500 gal/day
-• Mold Cleaning Tank 41
Tank evaporation
200 gal/day
1000 gal/day Noncontact Cooling
Water
Evaporation
17,000 gal/day
Fire Protection
Equipment Testing
Surface irrigation
300 gal/day
Boiler
Evaporation
1 ,000 gal/day
5,500 gal/day Schematic of Water
Domestic Wastewater 41 Y Flow
CR industries
City: Gastionia
34,600 gal/day County: Gaston
Wastewater . to Crowders Creek State: North Carolina
Treatment Plant October 21 ,1992

PC , , O R A T E D ® REPORT OF LABORATORY ANALYSIS
THE ASSURANCE OF QUALITY
October 02, 1992
Mr. Steve Poarch
CR Industries
P.O. Box 1767
4307 S. York Rd.
Gastonia, NC 28053-1767
RE: PACE Project No. 620916.502
Client Reference: Priority Pollutant Scan
Dear Mr. Poarch:
Enclosed is the report of laboratory analyses for samples received
September 16, 1992.
Footnotes are given at the end of the report.
If you have any questions concerning this report, please feel free
to contact us.
Sincerely,
v[- `u�
Clevecia M. Harris
Project Manager
•
Enclosures
9800 Kincey Avenue,Suite 100 Offices Serving: Minneapolis,Minnesota Charlotte,North Carolina An Equal Opportunity Employer
Huntersville,NC 28078 Tampa,Florida Asheville,North Carolina
TEL:[phone] Iowa City,Iowa New York,New York
FAX: [phone] San Francisco,California Pittsburgh,Pennsylvania
Kansas City,Missouri Denver,Colorado
Los Angeles,California

INCORPOR. a ce
A T E U ® REPORT OF LABORATORY ANALYSIS
THE ASSURANCE OF QUALITY
CR Industries October 02, 1992
P.O. Box 1767 PACE Project Number: 620916502
4307 S. York Rd.
Gastonia, NC 28053-1767
Attn: Mr. Steve Poarch
Client Reference: Priority Pollutant Scan
PACE Sample Number: 92 0111222
Date Collected: 09/15/92
Date Received: 09/16/92
Effluent
Parameter Units MDL Composite METHOD DATE ANALYZED
ORGANIC ANALYSIS
PRIORITY POLLUTANT SEMIVOLATILE ORGANICS 625
Date Extracted-BNAs 09/22/92
4-Chloro-3-methylphenol ug/L 9.7 ND 09/30/92
2-Chlorophenol ug/L 7.4 ND 09/30/92
2,4-Dichlorophenol ug/L 7.4 ND 09/30/92
2,4-Dimethylphenol ug/L 8.6 ND 09/30/92
2,4-Dinitrophenol ug/L 10 ND 09/30/92
2-Methyl-4,6-dinitrophenol ug/L 10 ND 09/30/92
2-Nitrophenol ug/L 8.0 ND 09/30/92
4-Nitrophenol ug/L 8.3 ND 09/30/92
Pentachlorophenol ug/L 15 ND 09/30/92
Phenol ug/L 3.0 ND 09/30/92
2,4,6-Trichlorophenol ug/L 11 ND 09/30/92
Acenaphthene ug/L 4.4 ND 09/30/92
Acenaphthylene ug/L 4.5 ND 09/30/92
Anthracene ug/L 5.3 ND 09/30/92
Benzo(a)anthracene ug/L 4.9 ND 09/30/92
Benzo(a)pyrene - ug/L 12 ND 09/30/92
Benzo(b)fluoranthene ug/L 12 ND 09/30/92
Benzo(k)fluoranthene ug/L 11 ND 09/30/92
Benzo(g,h, i)perylene ug/L 12 ND 09/30/92
Bis(2-chloroethoxy)methane ug/L 12 ND 09/30/92
Bis(2-chloroethyl)ether ug/L 34 ND 09/30/92
Bis(2-chloroisopropyl )ether ug/L 13 ND 09/30/92
Bis(2-ethylhexyl )phthalate ug/L 15 ND 09/30/92
4-Bromophenol phenyl ether ug/L 6.0 ND 09/30/92
Benzyl butyl phthalate ug/L 5.2 ND 09/30/92
2-Chloronaphthalene ug/L 3.3 ND 09/30/92
4-Chlorophenyl phenyl ether ug/L 3.9 ND 09/30/92
9800 Kincey Avenue,Suite 100 Offices Serving: Minneapolis,Minnesota Charlotte,North Carolina An Equal Opportunity Employer
Huntersville,NC 28078 Tampa,Florida Asheville,North Carolina
TEL:[phone] Iowa City,Iowa New York,New York
FAX: [phone] San Francisco,California Pittsburgh,Pennsylvania
Kansas City,Missouri Denver,Colorado
Los Angeles,California

INCORPOR. ,
. a ca
REPORT OF LABORATORY ANALYSIS
THE ASSURANCE OF QUALITY
Mr. Steve Poarch October 02, 1992
Page 2 PACE Project Number: 620916502
Client Reference: Priority Pollutant Scan
PACE Sample Number: 92 0111222
Date Collected: 09/15/92
Date Received: 09/16/92
Client Sample ID: Effluent
Parameter Units MDL Composite METHOD DATE ANALYZED
ORGANIC ANALYSIS
PRIORITY POLLUTANT SEMIVOLATILE ORGANICS 625
Chrysene ug/L 4.7 ND 09/30/92
Dibenzo(a,h)anthracene ug/L 11 ND 09/30/92
1,2-Dichlorobenzene ug/L 5.8 ND 09/30/92
1,3-Dichlorobenzene ug/L 5.8 ND 09/30/92
1,4-Dichlorobenzene ug/L 5.2 ND 09/30/92
3,3-Dichlorobenzidine ug/L 5.2 ND 09/30/92
Diethyl phthalate ug/L 6.6 ND 09/30/92
Dimethyl phthalate ug/L 6.8 ND 09/30/92
Di-n-butyl phthalate ug/L 6.1 ND 09/30/92
2,4-Dinitrotoluene ug/L 3.5 ND 09/30/92
2,6-Dinitrotoluene ug/L 4.2 ND 09/30/92
Di-n-octylphthalate ug/L 10 ND 09/30/92
Fluoranthene ug/L 5.8 ND 09/30/92
Fluorene ug/L 3.9 ND 09/30/92
Hexachlorobenzene ug/L 6.2 ND 09/30/92
Hexachiorobutadiene ug/L 8.2 ND 09/30/92
Hexachloroethane ug/L 8.9 ND 09/30/92
Indeno(1,2,3,-cd)pyrene ug/L 11 ND 09/30/92
Isophorone ug/L 5.5 ND 09/30/92
Naphthalene - ug/L 3.5 ND 09/30/92
Nitrobenzene ug/L 6.9 ND 09/30/92
N-Nitrosodi-n-methylamine ug/L 4.4 ND 09/30/92
N-Nitrosodi-n-propylamine ug/L 8.0 ND 09/30/92
N-Nitrosodiphenylamine ug/L 6.2 ND 09/30/92
Phenanthrene ug/L 4.7 ND 09/30/92
Pyrene ug/L 4.3 ND 09/30/92
1,2,4-Trichlorobenzene ug/L 7.7 ND 09/30/92
9800 Kincey Avenue,Suite 100 Offices Serving: Minneapolis,Minnesota Charlotte,North Carolina An Equal Opportunity Employer
Huntersville,NC 28078 Tampa,Florida Asheville,North Carolina
TEL:[phone] Iowa City,Iowa New York,New York
FAX: [phone] San Francisco,California Pittsburgh,Pennsylvania
Kansas City,Missouri Denver,Colorado
I nc Annebc falifnrnia

INCORPOR•
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A T E O ® REPORT OF LABORATORY ANALYSIS
THE ASSURANCE Of QUALITY
Mr. Steve Poarch October 02, 1992
Page 3 PACE Project Number: 620916502
Client Reference: Priority Pollutant Scan
PACE Sample Number: 92 0111230
Date Collected: 09/15/92
Date Received: 09/16/92
Client Sample ID: Effluent
Parameter Units MDL Grab METHOD DATE ANALYZED
ORGANIC ANALYSIS
PRIORITY POLLUTANT VOLATILE ORGANICS (1) 624
Acrolein ND 09/25/92
Acrylonitrile ND 09/25/92
Benzene ug/L 2.0 ND 09/25/92
Bromodichloromethane ug/L 2.0 ND 09/25/92
Bromoform ug/L 2.0 ND 09/25/92
Bromomethane ug/L 2.0 ND 09/25/92
Carbon tetrachloride ug/L 2.0 ND 09/25/92
Chlorobenzene ug/L 2.0 ND 09/25/92
Chloroethane ug/L 2.0 ND 09/25/92
2-Chloroethylvinyl ether ug/L 2.0 ND 09/25/92
Chloroform ug/L 1.0 7.9 09/25/92
Chloromethane ug/L 2.0 ND 09/25/92
Dibromochloromethane ug/L 2.0 ND 09/25/92
1,1-Dichloroethane ug/L 2.0 ND 09/25/92
1,2-Dichloroethane ug/L 2.0 ND 09/25/92
1,1-Dichloroethylene ug/L 2.0 ND 09/25/92
Total 1,2-dichloroethylene ug/L 1.0 ND 09/25/92
1,2-Dichloropropane ug/L 2.0 ND 09/25/92
1,3-Dichloropropene ug/L 2.0 ND 09/25/92
Ethyl Benzene - ug/L 2.0 ND 09/25/92
Methylene chloride ug/L 2.0 ND 09/25/92
1,1,2,2-Tetrachloroethane ug/L 2.0 ND 09/25/92
Tetrachloroethylene ug/L 2.0 ND 09/25/92
Toluene ug/L 2.0 ND 09/25/92
1,1,1-Trichloroethane ug/L 2.0 ND 09/25/92
1,1,2-Trichloroethane ug/L 2.0 ND 09/25/92
Trichloroethylene ug/L 1.0 ND 09/25/92
Trichlorofluoromethane ug/L 2.0 ND 09/25/92
Vinyl Chloride ug/L 2.0 ND 09/25/92
9800 Kincey Avenue,Suite 100 Offices Serving: Minneapolis,Minnesota Charlotte,North Carolina An Equal Opportunity Employer
Huntersville,NC 28078 Tampa,Florida Asheville,North Carolina
TEL:[phone] Iowa City,Iowa New York,New York
FAX: [phone] San Francisco,California Pittsburgh,Pennsylvania
Kansas City,Missouri Denver,Colorado
Los Ananias.California

•
ace
INCORPORATED ® REPORT OF LABORATORY ANALYSIS
THE ASSURANCE OF QUALITY
Mr. Steve Poarch October 02, 1992
Page 4 PACE Project Number: 620916502
Client Reference: Priority Pollutant Scan
These data have been reviewed and are approved for release.
1iL
Cot-
John T. Stimus
Manager, Organic Chemistry
9800 Kincey Avenue, Suite 100 Offices Serving: Minneapolis,Minnesota Charlotte,North Carolina An Equal Opportunity Employer
Huntersville,NC 28078 Tampa,Florida Asheville,North Carolina
TEL:[phone] Iowa City,Iowa New York,New York
FAX: [phone] San Francisco,California Pittsburgh,Pennsylvania
Kansas City,Missouri Denver,Colorado
Los Angeles.California

ace•
INCORPORATED ® REPORT OF LABORATORY ANALYSIS
THE ASSURANCE OF QUALITY
Mr. Steve Poarch FOOTNOTES October 02, 1992
Page 5 for pages 1 through 4 PACE Project Number: 620916502
Client Reference: Priority Pollutant Scan
MDL Method Detection Limit
ND Not detected at or above the MDL.
(1) Acrolein and Acrylonitrile were performed by Library Search.
9800 Kincey Avenue,Suite 100 Offices Serving: Minneapolis,Minnesota Charlotte,North Carolina An Equal Opportunity Employer
Huntersville,NC 28078 Tampa,Florida Asheville,North Carolina
TEL:[phone] Iowa City,Iowa New York,New York
FAX: [phone] San Francisco,California Pittsburgh,Pennsylvania
Kansas City,Missouri Denver,Colorado
Los Angeles,California

N C O R P cc0 ®
REPORT OF LABORATORY ANALYSIS
THE ASSURANCE OF QUALITY
Mr. Steve Poarch QUALITY CONTROL DATA October 02, 1992
Page 6 PACE Project Number: 620916502
Client Reference: Priority Pollutant Scan
METHOD 624 GC/MS VOLATILE ORGANICS
Batch: 95 08778
Samples: 92 0111230
METHOD BLANK:
Method
Parameter Units MDL Blank
Benzene ug/L 2.0 ND
Bromodichloromethane ug/L 2.0 ND
Bromoform ug/L 2.0 ND
Bromomethane ug/L 2.0 ND
Carbon Tetrachloride ug/L 2.0 ND
Chlorobenzene ug/L 2.0 ND
Chloroethane ug/L 2.0 ND
2-Chloroethylvinyl ether ug/L 2.0 ND
Chloroform ug/L 1.0 ND
Chloromethane ug/L 2.0 ND
Dibromochloromethane ug/L 2.0 ND
1,2-Dichlorobenzene ug/L 2.0 ND
1,3-Dichlorobenzene ug/L 2.0 ND
1,4-Dichlorobenzene ug/L 2.0 ND
1,1-Dichloroethane ug/L 2.0 ND
1,2-Dichloroethane ug/L 2.0 ND
1,1-Dichloroethene ug/L 2.0 ND
trans-1,2-Dichloroethene ug/L 1.0 ND
1,2-Dichloropropane - ug/L 2.0 ND
cis-1,3-Dichloropropene ug/L 2.0 ND
trans-1,3-Dichloropropene ug/L 2.0 ND
Ethylbenzene ug/L 2.0 ND
Methylene Chloride ug/L 2.0 ND
1,1,2,2-Tetrachloroethene ug/L 2.0 ND
Tetrachloroethene ug/L 2.0 ND
Toluene ug/L 2.0 ND
1,1,1-Trichloroethane ug/L 2.0 ND
1,1,2-Trichloroethane ug/L 2.0 ND
Trichloroethene ug/L 1.0 ND
Trichlorofluoromethane ug/L 2.0 ND
Vinyl Chloride ug/L 2.0 ND
9800 Kincey Avenue,Suite 100 Offices Serving: Minneapolis,Minnesota Charlotte,North Carolina An Equal Opportunity Employer
Huntersville,NC 28078 Tampa,Florida Asheville,North Carolina
TEL:[phone] Iowa City,Iowa New York,New York
FAX:[phone] San Francisco,California Pittsburgh,Pennsylvania
Kansas City,Missouri Denver,Colorado
1 nc Annaloc ralifnmia

. a ca
I N C O R P O R A T E D
® REPORT OF LABORATORY ANALYSIS
THE ASSURANCE OF QUALITY
Mr. Steve Poarch QUALITY CONTROL DATA October 02, 1992
Page 7 PACE Project Number: 620916502
Client Reference: Priority Pollutant Scan
METHOD 624 GC/MS VOLATILE ORGANICS
Batch: 95 08778
Samples: 92 0111230
SPIKE AND SPIKE DUPLICATE:
Spike
Spike Dupl
Parameter Units MDL 900118201 Spike Recv Recv RPD
Benzene ug 2.0 2 20 TM% 105% 4%
Bromodichloromethane ug/L 2.0 ND 20 90% 95% 5%
Bromoform ug/L 2.0 ND 20 80% 85% 6%
Bromomethane ug/L 2.0 ND 20 70% 75% 6%
Carbon Tetrachloride ug/L 2.0 ND 20 85% 85% 0%
Chlorobenzene ug/L 2.0 ND 20 100% 105% 4%
Chloroethane ug/L 2.0 ND 20 85% 85% 0%
2-Chloroethylvinyl ether ug/L 2.0 ND 20 0% 0% 0%
Chloroform ug/L 1.0 ND 20 100% 105% 4%
Chloromethane ug/L 2.0 ND 20 75% 70% 6%
Dibromochloromethane ug/L 2.0 ND 20 90% 90% 0%
1,2-Dichlorobenzene ug/L 2.0 ND 20 100% 105% 4%
1,3-Dichlorobenzene ug/L 2.0 ND 20 100% 105% 4%
1,4-Dichlorobenzene ug/L 2.0 ND 20 100% 105% 4%
1,1-Dichloroethane ug/L 2.0 ND 20 100% 100% 0%
1,2-Dichloroethane ug/L 2.0 ND 20 100% 105% 4%
1,1-Dichloroethene ug/L 2.0 ND 20 95% 95% 0%
trans-1,2-Dichloroethene ug/L 1.0 ND 20 105% 105% 0%
1,2-Dichloropropane ug/L 2.0 ND 20 105% 105% 0%
cis-1,3-Dichloropropene ug/L 2.0 ND 20 90% 95% 5%
trans-1,3-Dichloropropene ug/L 2.0 ND 20 80% 85% 6%
Ethylbenzene ug/L 2.0 5 20 80% 80% 0%
Methylene Chloride ug/L 2.0 ND 20 105% 105% 0%
1,1,2,2-Tetrachloroethane ug/L 2.0 ND 20 90% 95% 5%
Tetrachloroethene ug/L 2.0 ND 20 95% 100% 5%
Toluene ug/L 2.0 7 20 100% 110% 9%
1,1,1-Trichloroethane ug/L 2.0 ND 20 90% 95% 5%
1,1,2-Trichloroethane ug/L 2.0 ND 20 100% 105% 4%
Trichloroethene ug/L 1 .0 ND 20 105% 105% 0%
Trichlorofluoromethane ug/L 2.0 ND 20 90% 90% 0%
Vinyl Chloride ug/L 2.0 ND 20 75% 70% 6%
9800 Kincey Avenue,Suite 100 Offices Serving: Minneapolis,Minnesota Charlotte,North Carolina An Equal Opportunity Employer
Huntersville,NC 28078 Tampa,Florida Asheville,North Carolina
TEL:[phone] Iowa City,Iowa New York,New York
FAX: [phone] San Francisco,California Pittsburgh,Pennsylvania
Kansas City,Missouri Denver,Colorado
Los Angeles,California

•
. ac
P REPORT OF LABORATORY ANALYSIS
THE ASSURANCE OF DUALITY
Mr. Steve Poarch QUALITY CONTROL DATA October 02, 1992
Page 8 PACE Project Number: 620916502
Client Reference: Priority Pollutant Scan
METHOD 624 GC/MS VOLATILE ORGANICS
Batch: 95 08778
Samples: 92 0111230
LABORATORY CONTROL SAMPLE:
Reference
Parameter Units MDL Value Recv
Benzene ug/L 2.0 20 100%
Bromodichloromethane ug/L 2.0 20 90%
Bromoform ug/L 2.0 20 80%
Bromomethane ug/L 2.0 20 85%
Carbon Tetrachloride ug/L 2.0 20 80%
Chlorobenzene ug/L 2.0 20 100%
Chloroethane ug/L 2.0 20 105%
2-Chloroethylvinyl ether ug/L 2.0 20 80%
Chloroform ug/L 1.0 20 95%
Chloromethane ug/L 2.0 20 70%
Dibromochloromethane ug/L 2.0 20 85%
1,2-Dichlorobenzene ug/L 2.0 20 100%
1,3-Dichlorobenzene ug/L 2.0 20 95%
1,4-Dichlorobenzene ug/L 2.0 20 95%
1,1-Dichloroethane ug/L 2.0 20 100%
1,2-Dichloroethane ug/L 2.0 20 90%
1,1-Dichloroethene ug/L 2.0 20 100%
trans-1,2-Dichloroethene ug/L 1.0 20 110%
1,2-Dichloropropene - ug/L 2.0 20 100%
cis-1,3-Dichloropropene ug/L 2.0 20 90%
trans-1,3-Dichloropropene ug/L 2.0 20 80%
Ethylbenzene ug/L 2.0 20 95%
Methylene Chloride ug/L 2.0 20 105%
1,1,2,2-Tetrachloroethane ug/L 2.0 20 85%
Tetrachloroethene ug/L 2.0 20 95%
Toluene ug/L 2.0 20 100%
1,1,1-Trichloroethane ug/L 2.0 20 85%
1,1,2-Trichloroethane ug/L 2.0 20 100%
Trichloroethene ug/L 1.0 20 100%
Trichlorofluoromethane ug/L 2.0 20 85%
Vinyl Chloride ug/L 2.0 20 80%
9800 Kincey Avenue,Suite 100 Offices Serving: Minneapolis,Minnesota Charlotte,North Carolina An Equal Opportunity Employer
Huntersville,NC 28078 Tampa,Florida Asheville,North Carolina
TEL:[phone] Iowa City,Iowa New York,New York
FAX: [phone] San Francisco,California Pittsburgh,Pennsylvania
Kansas City,Missouri Denver,Colorado
Los Angeles,California

•
am
' I N C O R P O R ATED ® REPORT OF LABORATORY ANALYSIS
THE ASSURANCE OF QUALITY
Mr. Steve Poarch QUALITY CONTROL DATA October 02, 1992
Page 9 PACE Project Number: 620916502
Client Reference: Priority Pollutant Scan
METHOD 624 GC/MS VOLATILE ORGANICS
Batch: 95 08809
Samples: 92 0111230
METHOD BLANK:
Method
Parameter Units MDL Blank
Benzene ug/L 2.0 ND
Bromodichloromethane ug/L 2.0 ND
Bromoform ug/L 2.0 ND
Bromomethane ug/L 2.0 ND
Carbon Tetrachloride ug/L 2.0 ND
Chlorobenzene ug/L 2.0 ND
Chloroethane ug/L 2.0 ND
2-Chloroethylvinyl ether ug/L 2.0 ND
Chloroform ug/L 1.0 ND
Chloromethane ug/L 2.0 ND
Dibromochloromethane ug/L 2.0 ND
1,2-Dichlorobenzene ug/L 2.0 ND
1,3-Dichlorobenzene ug/L 2.0 ND
1,4-Dichlorobenzene ug/L 2.0 ND
1,1-Dichloroethane ug/L 2.0 ND
1,2-Dichloroethane ug/L 2.0 ND
1,1-Dichloroethene ug/L 2.0 ND
trans-1,2-Dichloroethene ug/L 1.0 ND
1,2-Dichloropropane - ug/L 2.0 ND
cis-1,3-Dichloropropene ug/L 2.0 ND
trans-1,3-Dichloropropene ug/L 2.0 ND
Ethylbenzene ug/L 2.0 ND
Methylene Chloride ug/L 2.0 ND
1,1,2,2-Tetrachloroethane ug/L 2.0 ND
Tetrachloroethene ug/L 2.0 ND
Toluene ug/L 2.0 ND
1,1,1-Trichloroethane ug/L 2.0 ND
1,1,2-Trichloroethane ug/L 2.0 ND
Trichloroethene ug/L 1.0 ND
Trichlorofluoromethane ug/L 2.0 ND
Vinyl Chloride ug/L 2.0 ND
9800 Kincey Avenue,Suite 100 Offices Serving: Minneapolis,Minnesota Charlotte,North Carolina An Equal Opportunity Employer
Huntersville, NC 28078 Tampa,Florida Asheville,North Carolina
TEL:[phone] Iowa City,Iowa New York,New York
FAX: [phone] San Francisco,California Pittsburgh,Pennsylvania
Kansas City,Missouri Denver,Colorado
Los Angeles.California

PC O R P O R A T E D
® REPORT OF LABORATORY ANALYSIS
THE ASSUHANCE Of QUALITY
Mr. Steve Poarch QUALITY CONTROL DATA October 02, 1992
Page 10 PACE Project Number: 620916502
Client Reference: Priority Pollutant Scan
METHOD 624 GC/MS VOLATILE ORGANICS
Batch: 95 08809
Samples: 92 0111230
SPIKE AND SPIKE DUPLICATE:
Spike
Spike Dupl
Parameter Units MDL 930071961 Spike Recv Recv RPD
Benzene ug/L 2.0 ND 20 TUN 100% 0%
Bromodichloromethane ug/L 2.0 1.7 20 97% 102% 5%
Bromoform ug/L 2.0 ND 20 85% 90% 5%
Bromomethane ug/L 2.0 ND 20 105% 110% 4%
Carbon Tetrachloride ug/L 2.0 ND 20 90% 95% 5%
Chlorobenzene ug/L 2.0 ND 20 95% 100% 5%
Chloroethane ug/L 2.0 ND 20 105% 105% 0%
2-Chloroethylvinyl ether ug/L 2.0 ND 20 0% 0% 0%
Chloroform ug/L 1.0 17.9 20 101% 106% 4%
Chloromethane ug/L 2.0 ND 20 110% 110% 0%
Dibromochloromethane ug/L 2.0 ND 20 90% 95% 5%
1,2-Dichlorobenzene ug/L 2.0 ND 20 100% 110% 9%
1,3-Dichlorobenzene ug/L 2.0 ND 20 100% 110% 9%
1,4-Dichlorobenzene ug/L 2.0 4.2 20 104% 114% 9%
1,1-Dichloroethane ug/L 2.0 ND 20 105% 110% 4%
1,2-Dichloroethane ug/L 2.0 ND 20 105% 110% 4%
1,1-Dichloroethene ug/L 2.0 ND 20 100% 105% 4%
trans-1,2-Dichloroethene ug/L 1.0 ND 20 130% 140% 7%
1,2-Dichloropropane ug/L 2.0 ND 20 100% 100% 0%
cis-1,3-Dichloropropene ug/L 2.0 ND 20 100% 105% 4%
trans-1,3-Dichloropropene ug/L 2.0 ND 20 90% 95% 5%
Ethylbenzene ug/L 2.0 ND 20 110% 115% 4%
Methylene Chloride ug/L 2.0 1.2 20 94% 94% 0%
1,1,2,2-Tetrachloroethane ug/L 2.0 ND 20 90% 90% 0%
Tetrachloroethene ug/L 2.0 ND 20 95% 100% 5%
Toluene ug/L 2.0 ND 20 115% 120% 4%
1,1,1-Trichloroethane ug/L 2.0 12.7 20 32% 117% 114%
1,1,2-Trichloroethane ug/L 2.0 ND 20 95% 100% 5%
Trichloroethene ug/L 1.0 ND 20 100% 105% 4%
Trichlorofluoromethane ug/L 2.0 ND 20 105% 105% 0%
Vinyl Chloride ug/L 2.0 ND 20 110% 110% 0%
9800 Kincey Avenue,Suite 100 Offices Serving: Minneapolis,Minnesota Charlotte,North Carolina An Equal Opportunity Employer
Huntersville,NC 28078 Tampa,Florida Asheville,North Carolina
TEL:[phone] Iowa City,Iowa New York,New York
FAX: [phone] San Francisco,California Pittsburgh,Pennsylvania
Kansas City,Missouri Denver,Colorado
I ns Ananias.California

•
r'
• pa
CORPORATED ® REPORT OF LABORATORY ANALYSIS
THE ASSURANCE OF QUALITY
Mr. Steve Poarch QUALITY CONTROL DATA October 02, 1992
Page 11 PACE Project Number: 620916502
Client Reference: Priority Pollutant Scan
METHOD 624 GC/MS VOLATILE ORGANICS
Batch: 95 08809
Samples: 92 0111230
LABORATORY CONTROL SAMPLE:
Reference
Parameter Units MDL Value Recv
Benzene ug/L 2.0 20 95%
Bromodichloromethane ug/L 2.0 20 95%
Bromoform ug/L 2.0 20 85%
Bromomethane ug/L 2.0 20 100%
Carbon Tetrachloride ug/L 2.0 20 85%
Chlorobenzene ug/L 2.0 20 90%
Chloroethane ug/L 2.0 20 95%
2-Chloroethylvinyl ether ug/L 2.0 20 75%
Chloroform ug/L 1.0 20 100%
Chloromethane ug/L 2.0 20 115%
Dibromochloromethane ug/L 2.0 20 90%
1,2-Dichlorobenzene ug/L 2.0 20 100%
1,3-Dichlorobenzene ug/L 2.0 20 100%
1,4-Dichlorobenzene ug/L 2.0 20 105%
1,1-Dichloroethane ug/L 2.0 20 95%
1,2-Dichloroethane ug/L 2.0 20 100%
1,1-Dichloroethene ug/L 2.0 20 100%
trans-1,2-Dichloroethene ug/L 1.0 20 130%
1,2-Dichloropropane - ug/L 2.0 20 100%
cis-1,3-Dichloropropene ug/L 2.0 20 100%
trans-1,3-Dichloropropene ug/L 2.0 20 90%
Ethylbenzene ug/L 2.0 20 105%
Methylene Chloride ug/L 2.0 20 100%
1,1,2,2-Tetrachloroethane ug/L 2.0 20 90%
Tetrachloroethene ug/L 2.0 20 90%
Toluene ug/L 2.0 20 110%
1,1,1-Trichloroethane ug/L 2.0 20 100%
1,1,2-Trichloroethane ug/L 2.0 20 95%
Trichloroethene ug/L 1.0 20 100%
Trichlorofluoromethane ug/L 2.0 20 95%
Vinyl Chloride ug/L 2.0 20 110%
9800 Kincey Avenue,Suite 100 Offices Serving: Minneapolis,Minnesota Charlotte,North Carolina An Equal Opportunity Employer
Huntersville,NC 28078 Tampa,Florida Asheville,North Carolina
TEL:[phone] Iowa City,Iowa New York,New York
FAX: [phone] San Francisco,California Pittsburgh,Pennsylvania
Kansas City,Missouri Denver,Colorado
Los Angeles,California

•
• INCORPORATED ® REPORT OF LABORATORY ANALYSIS
THE ASSURANCE OF DUALITY
Mr. Steve Poarch QUALITY CONTROL DATA October 02, 1992
Page 12 PACE Project Number: 620916502
Client Reference: Priority Pollutant Scan
METHOD 625 GC/MS ACID BASE/NEUTRALS
Batch: 95 08838
Samples: 92 0111222
METHOD BLANK:
Method
Parameter Units MDL Blank
4-Chloro-3-methylphenol ug/L 9.7 ND
2-Chlorophenol ug/L 7.4 ND
2,4-Dichlorophenol ug/L 7.4 ND
2,4-Dimethylphenol ug/L 8.6 ND
2,4-Dinitrophenol ug/L 10 ND
2-Methyl-4,6-dinitrophenol ug/L 10 ND
2-Nitrophenol ug/L 8.0 ND
4-Nitrophenol ug/L 8.3 ND
Pentachlorophenol ug/L 15 ND
Phenol ug/L 3.0 ND
2,4,6-Trichlorophenol ug/L 11 ND
Acenaphthene ug/L 4.4 ND
Acenaphthylene ug/L 4.5 ND
Anthracene ug/L 5.3 ND
Benzo(a)anthracene ug/L 4.9 ND
Benzo(a)pyrene ug/L 12 ND
Benzo(b)fluoranthene ug/L 12 ND
Benzo(k)fluoranthene ug/L 11 ND
Benzo(g,h,i)perylene - ug/L 12 ND
bis(2-Chloroethoxy)methane ug/L 12 ND
bis(2-Chloroethyl)ether ug/L 34 ND
bis(2-Chloroisopropyl)ether ug/L 13 ND
bis(2-Ethylhexyl)phthalate ug/L 15 ND
4-Bromophenyl phenyl ether ug/L 6.0 ND
Butyl benzyl phthalate ug/L 5.2 ND
2-Chloronaphthalene ug/L 3.3 ND
4-Chlorophenyl phenyl ether ug/L 3.9 ND
Chrysene ug/L 4.7 ND
Dibenz(a,h)anthracene ug/L 11 ND
1,2-Dichlorobenzene ug/L 5.8 ND
1,3-Dichlorobenzene ug/L 5.8 ND
1,4-Dichorobenzene ug/L 5.2 ND
9800 Kincey Avenue,Suite 100 Offices Serving: Minneapolis,Minnesota Charlotte,North Carolina An Equal Opportunity Employer
Huntersville,NC 28078 Tampa,Florida Asheville,North Carolina
TEL:704•875.9092 Iowa City,Iowa New York,New York
FAX: [phone] San Francisco,California Pittsburgh,Pennsylvania
Kansas City,Missouri Denver,Colorado
Los Angeles,California

•
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CORPORATED ® REPORT OF LABORATORY ANALYSIS
THE ASSURANCE OF QUALITY
Mr. Steve Poarch QUALITY CONTROL DATA October 02, 1992
Page 13 PACE Project Number: 620916502
Client Reference: Priority Pollutant Scan
METHOD 625 GC/MS ACID BASE/NEUTRALS
Batch: 95 08838
Samples: 92 0111222
METHOD BLANK:
Method
Parameter Units MDL Blank
3,3-Dichlorobenzidine ug/L 5.2 ND
Diethyl phthalate ug/L 6.6 ND
Dimethyl phthalate ug/L 6.8 ND
Di-n-butyl phthalate ug/L 6.1 ND
2,4-Dinitrotoluene ug/L 3.5 ND
2,6-Dinitrotoluene ug/L 4.2 ND
Di-n-octyl phthalate ug/L 10 ND
Fluoranthene ug/L 5.8 ND
Fluorene ug/L 3.9 ND
Hexachlorobenzene ug/L 6.2 ND
Hexachlorobutadiene ug/L 8.2 ND
Hexachloroethane ug/L 8.9 ND
Ideno(1,2,3-c,d)pyrene ug/L 11 ND
Isophorone ug/L 5.5 ND
Naphthalene ug/L 3.5 ND
Nitrobenzene ug/L 6.9 ND
N-nitrosodimethylamine ug/L 4.4 ND
N-nitrosodi-n-propylamine ug/L 8.0 ND
N-nitrosodiphenylamine - ug/L 6.2 ND
Phenanthrene ug/L 4.7 ND
Pyrene ug/L 4.3 ND
1,2,4-Trichlorobenzene ug/L 7.7 ND
Hexachlorocylcopentadiene ug/L 3.3 ND
SPIKE AND SPIKE DUPLICATE:
Spike
Spike Dupl
Parameter Units MDL 930068677 Spike Recv Recv RPD
4-Chloro-3-methylphenol ug/L 9.7 ND 100 81% 82% 1%
2-Chlorophenol ug/L 7.4 ND 100 79% 84% 6%
2,4-Dichlorophenol ug/L 7.4 ND 100 74% 77% 3%
2,4-Dimethylphenol ug/L 8.6 ND 100 83% 89% 6%
2,4-Dinitrophenol ug/L 10 ND 100 81% 77% 5%
9800 Kincey Avenue,Suite 100 Offices Serving: Minneapolis,Minnesota Charlotte,North Carolina An Equal Opportunity Employer
Huntersville,NC 28078 Tampa,Florida Asheville,North Carolina
TEL:[phone] Iowa City,Iowa New York,New York
FAX: [phone] San Francisco,California Pittsburgh,Pennsylvania
Kansas City,Missouri Denver,Colorado
Los Angeles,California

•
._ Cit Ca
REPORT OF LABORATORY ANALYSIS
INCORPOR ATED
THE ASSURANCE OF QUALITY
Mr. Steve Poarch QUALITY CONTROL DATA October 02, 1992
Page 14 PACE Project Number: 620916502
Client Reference: Priority Pollutant Scan
METHOD 625 GC/MS ACID BASE/NEUTRALS
Batch: 95 08838
Samples: 92 0111222
SPIKE AND SPIKE DUPLICATE:
Spike
Spike Dupl
Parameter Units MDL 930068677 Spike Recv Recv RPD
2-Methyl-4,6-dinitrophenol ug/L 10 ND 100 86% 81% 5%
2-Nitrophenol ug/L 8.0 ND 100 87% 91% 4%
4-Nitrophenol ug/L 8.3 ND 100 40% 39% 2%
Pentachlorophenol ug/L 15 ND 100 116% 109% 6%
Phenol ug/L 3.0 ND 100 70% 71% 1%
2,4,6-Trichlorophenol ug/L 11 ND 100 96% 96% 0%
Acenaphthene ug/L 4.4 ND 100 79% 75% 5%
Acenaphthylene ug/L 4.5 ND 100 79% 75% 5%
Anthracene ug/L 5.3 ND 100 86% 82% 4%
Benzo(a)anthracene ug/L 4.9 ND 100 78% 72% 8%
Benzo(a)pyrene ug/L 12 ND 100 81% 71% 13%
Benzo(b)fluoranthene ug/L 12 ND 100 74% 69% 6%
Benzo(k)fluoranthene ug/L 11 ND 100 78% 71% 9%
Benzo(g,h,i)perylene ug/L 12 ND 100 73% 59% 21%
bis(2-Chloroethoxy)methane ug/L 12 ND 100 56% 65% 14%
bis(2-Chloroethyl)ether ug/L 34 ND 100 76% 81% 6%
bis(2-Chloroisopropyl )ether ug/L 13 ND 100 63% 71% 11%
bis(2-Ethylhexyl )phthalate ug/L 15 ND 100 75% 69% 8%
4-Bromophenyl phenyl ether ug/L 6.0 ND 100 86% 83% 3%
Butyl benzyl phthalate ug/L 5.2 ND 100 70% 69% 1%
2-Chloronaphthalene ug/L 3.3 ND 100 75% 72% 4%
4-Chlorophenyl phenyl ether ug/L 3.9 ND 100 68% 65% 4%
Chrysene ug/L 4.7 ND 100 41% 75% 58%
Dibenz(a,h)anthracene ug/L 11 ND 100 73% 56% 26%
1,2-Dichlorobenzene ug/L 5.8 ND 100 67% 69% 2%
1,3-Dichlorobenzene ug/L 5.8 ND 100 63% 65% 3%
1,4-Dichorobenzene ug/L 5.2 ND 100 65% 67% 3%
3,3-Dichlorobenzidine ug/L 5.2 ND 100 20% 21% 4%
Diethyl phthalate ug/L 6.6 ND 100 86% 82% 4%
Dimethyl phthalate ug/L 6.8 ND 100 84% 83% 1%
Di-n-butyl phthalate ug/L 6.1 ND 100 83% 73% 12%
9800 Kincey Avenue,Suite 100 Offices Serving: Minneapolis,Minnesota Charlotte,North Carolina An Equal Opportunity Employer
Huntersville,NC 28078 Tampa,Florida Asheville,North Carolina
TEL:[phone] Iowa City,Iowa New York,New York
FAX: [phone] San Francisco,California Pittsburgh,Pennsylvania
Kansas City,Missouri Denver,Colorado
Los Angeles,California

,,,, ::).. 4.5 Ce
® REPORT OF LABORATORY ANALYSIS
INCORPOR
THE ASSURANCE OF QUALITY
Mr. Steve Poarch QUALITY CONTROL DATA October 02, 1992
Page 15 PACE Project Number: 620916502
Client Reference: Priority Pollutant Scan
METHOD 625 GC/MS ACID BASE/NEUTRALS
Batch: 95 08838
Samples: 92 0111222
SPIKE AND SPIKE DUPLICATE:
Spike
Spike Dupl
Parameter Units MDL 930068677 Spike Recv Recv RPD
2,4-Dinitrotoluene ug/L 3.5 ND 100 77% 74% 3%
2,6-Dinitrotoluene ug/L 4.2 ND 100 78% 77% 1%
Di-n-octyl phthalate ug/L 10 ND 100 73% 65% 11%
Fluoranthene ug/L 5.8 ND 100 81% 67% 18%
Fluorene ug/L 3.9 ND 100 77% 74% 3%
Hexachlorobenzene ug/L 6.2 ND 100 87% 82% 5%
Hexachlorobutadiene ug/L 8.2 ND 100 66% 61% 7%
Hexachloroethane ug/L 8.9 ND 100 66% 56% 16%
Ideno(1,2,3-c,d)pyrene ug/L 11 ND 100 68% 54% 22%
Isophorone ug/L 5.5 ND 100 89% 92% 3%
Naphthalene ug/L 3.5 ND 100 70% 72% 2%
Nitrobenzene ug/L 6.9 ND 100 90% 95% 5%
N-nitrosodi-n-propylamine ug/L 8.0 ND 100
N-nitrosodiphenylamine ug/L 6.2 ND 100 95% 0% 200%
Phenanthrene ug/L 4.7 ND 100 80% 0% 200%
Pyrene ug/L 4.3 ND 100 80% 0% 200%
1,2,4-Trichlorobenzene ug/L 7.7 ND 100 65% 0% 200%
Hexachlorocylcopentadiene ug/L 3.3 ND 100 65% 0% 200%
-
9800 Kincey Avenue,Suite 100 Offices Serving: Minneapolis,Minnesota Charlotte,North Carolina An Equal Opportunity Employer
Huntersville,NC 28078 Tampa,Florida Asheville,North Carolina
TEL:[phone] Iowa City,Iowa New York,New York
FAX: [phone] San Francisco,California Pittsburgh,Pennsylvania
Kansas City,Missouri Denver,Colorado

ace
• p
C O R P O R A T E D ® REPORT OF LABORATORY ANALYSIS
THE ASSURANCE OF QUALITY
Mr. Steve Poarch FOOTNOTES October 02, 1992
Page 16 for pages 6 through 15 PACE Project Number: 620916502
Client Reference: Priority Pollutant Scan
MDL Method Detection Limit
ND Not detected at or above the MDL.
RPD Relative Percent Difference
9800 Kincey Avenue,Suite 100 Offices Serving: Minneapolis,Minnesota Charlotte,North Carolina An Equal Opportunity Employer
Huntersville,NC 28078 Tampa,Florida Asheville,North Carolina
TEL:[phone] Iowa City,Iowa New York,New York
FAX: [phone] San Francisco,California Pittsburgh,Pennsylvania
Kansas City,Missouri Denver,Colorado
Los Angeles,California

10i28i92 11:11 HYDROLOGIC 002
0 I. 0 G I C f �
N C
-a.
28 October 1992
Mr. Bill Johns
C R Industires
P. O. Box 1767
Gastonia,NC 28053
Reference:C R Industries Sample Id# 11495
Sample date 9/24/92
Dear Mr. Johns:
Summarized below are the analytical results you requested. The metallic parameters were
analyzed by Cenref Laboratories,Brighton, CO and the COD analysis was performed by
HydroLogic,Lumberton, NC.
Parameter Analytical result (mg/L)
Arsenic <0.003
Mercury <0.0008
Aluminum 1.17
Thallium <0.001
Antimony <0.003
Beryllium <0.008
Selenium <0.004
Chemical Oxygen Demand(COD) 38.4
If you have further questions, do not hesitate calling
y:rtified by poor
—111111111111er.
B. u , • china na
P.O.BOX 1 E029/ASHEVILLE,NC 28814/122 LYMAN STREET/ASHEVILLE,NC 28801/[phone]/FAX:[phone] /TOLL fRff:1.800-231.8889

FROM EkM SUUIMEH$1 11,1.Y1. 1yy4 104:534b NO. 1 F. 2
WESSON SEPTIC TANK SERVICE
.16
707 POPLAR SPRINGS CHURCH ROAD
SHELBY, NC 28152
[phone]
06,
oCi ,
9
iFo
October 12, 1992 woe, lvv�
ii
ii
.i
Kem Pickle
EPM, SE
Suite 200
7300 Carmel Executive Park
Charlotte, NC 28226
Dear Sirs:
We are under contract with CR Industries of Gastonia, North Carolina
to dispose of sludge. Our method cif disposal is land farming.
Our state permit number is 00574. If you have any further questions
please feel free to call.
Sincerely,
itlasevid
Don Wesson, Owner
Wesson Septic Tank

4 e.slnTto
ccY aw..,,Fs.
State of North Carolina
Department of Environment, Health, and Natural Resources
Division of Solid Waste Management
P.O. Box 27687•Raleigh,North Carolina 27611-7687
James G. Martin, Governor William L. Meyer
William W. Cobey, Jr., Secretary Director
October 22 , 1992
Mr. Robert L. Werts
CR Industries
P.O. Box 1767
Gastonia, NC 28053
Subject: Disposal of Approximately Two Tons/Week of Dewatered
Chemical Process Wastewater Sludge at the Gaston County
Landfill, (Permit #36-06) .
Dear Mr. Werts:
The Solid Waste Management Division has received a request for
characterization of the subject waste. Based upon the submitted
information, the waste appears to be non-hazardous. The Solid
Waste Management Division has no objection to the sanitary landfill
disposal of this waste, if in accordance with the conditions listed
below:
1. The owner/operator of the landfill approves the disposal.
2 . The waste contains no free liquids and can be confined,
compacted, and covered in accordance with the Solid Waste
Management Rules (15A NCAC 13B) .
3 . Additionally, a resubmittal of the Waste Determination
Form and current supportive analytical data, is required
on the anniversary of this approval.
Failure to meet these conditions may result in revocation of
this approval, and subsequently, an administrative penalty. The
approval is subject to change if new regulations were to prohibit
this practice. If the process which generates the waste changes or
if the composition of the waste changes significantly, this
approval is void and re-evaluation of the waste will be required
prior to subsequent disposal.
An In,i t(lnnruninity Affirmative Action Emolover

Mr. Robert L. Werts
October 22, 1992
Page 2
If you have further questions, please contact this office at
(919) 733-0692.
Sincerely,
William R. Hocutt
Waste Determination Coordinator
Solid Waste Section
cc: Richard Doby
William D. Beasley

44441
State of North Carolina
Department of Environment, Health, and Natural Resources
Division of Environmental Management
512 North Salisbury Street• Raleigh, North Carolina 27611
James G. Martin, Governor Ccoprge T.Everett,Ph. D.
William W. Cobey,Jr., Secretary `bit • Director
a
March 21, 1991 r,tr. �r •
.-•F
l ':r. 's.4*.TCI�
Mr. Robert L. Werts Mq,Q ''` al
Plant Manager b/`�s�y
CR Industries 48� /9
pF"we
, 91
4307 South York Road
Gastonia, NC 28053-1767 �f� 'FcjJl.,.
Subject: NPDES Permit Api3igation
NPDES Permit No. NC0.004'260
CR Industries
Gaston County
Dear Mr. Werts:
On March 21, 1991, the Division of Environmental Management received a NPDES
Permit Application for the subject facility. The application is considered incomplete. Therefore,
the Division of Environmental Management is returning the application.
The returned information must be resubmitted with the following to complete the
application:
1 . A check for $50.00 made payable to the NC Department of EHNR.
The Division of Environmental Management will initiate the permit review process
upon receipt of the above requested information. The receipt of the above information does not
preclude this Division from requesting additional information at a future date.
If you have any questions, please contact me at [phone].
Sincerely,
/1{
M. Dale Overcash, P
Supervisor, NPDES Permits
cc:
Pollution Prevention Pays
P.O.Box 27687,Raleigh,North Carolina 27611-7687 Telephone [phone]
An Equal Opportunity Affirmative Action Employer

VRECEIVED �STATE,,,
agnsioN OF ENVIRONMENTAL MARASEMEW '
yr
MAY is 1989
p" ^I, MOOATIILLE
/ .(,)11
State of North Carolina
Department of Natural Resources and Community Development
Division of Environmental Management
512 North Salisbury Street • Raleigh, North Carolina 27611
James G. Martin, Governor R. Paul Wilms
William W. Cobey, Jr., Secretary Director
May 17, 1989
Precision Seals, Inc.
P.O. Box 1767
Gastonia, N.0 28052
Subject: Modification to NPDES
Permit No. NC0004260
Precision Seals
Gaston County
Dear Mr. Linser:
On June 1, 1988 the Division of Environmental Management issued NPDES Permit No.
NC0004260 to Precision Seals, Inc. Based on a review of this permit file by the Mooresville
Regional Office, the Division is hereby forwarding the following modification to the subject
permit. This permit modification is issued to remove the monitoring requirements for Total
Residual Chlorine. Please insert the enclosed effluent limitations page and discard the old page.
This permit modification becomes effective immediately.
All other terms and conditions in the original permit remain unchanged and in full effect.
These modifications are issued pursuant to the requirements of North Carolina General Statute
143-215.1 and the Memorandum of Agreement between North Carolina and the U. S.
Environmental Protection Agency dated December 6, 1983.
If any parts, measurement frequencies or sampling requirements contained in this permit
are unacceptable to you, you may request a waiver or modification pursuant to Regulation 15
NCAC 2B .0508(b) by written request to the Director identifying the specific issues to be
contended. Unless such request is made within 30 days following receipt of this permit, this permit
shall be final and binding. Should your request be denied, you will have the right to request an
adjudicatory hearing.
Pollution Prevention Pays
P.O. Box 27687, Raleigh, North Carolina 27611-7687 Telephone [phone]

7 -,.,'F , -...g.
Mr. Linser
z%
Page Two
May 17, 1989 :x,
If you have any questions concerning this permit, please contact Mr. Dale Overcash, at
telephone number 919/733-5083.
Sincerely,
. Paul Wilms
cc: Mr.Jim Patrick, EPA
,_
Compliance
Central Files , ';'
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! 1

A. O. EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS Final
NPDES No. NC0004260
During the period beginning on the effective date of the Permit and lasting until expiration, the
Permittee is authorized to discharge from outfall(s) serial number(s) 001. Such discharges shall be
limited and monitored by the Permittee as specified below:
Effluent Characteristics Discharge Limitations
Monitoring Requirements
Lbs/day Other Units (Specify) Measurement Sample S
Daily Avg. Daily Max. Daily Avg. Daily Max. Frequency Type *Sample
Locationte
Flow 0. 148 MGD Continuous Recording E
BOD, 5Day, 20 Degrees C 37. 0 55.0
Dissolved Oxygen (DO) Weekly Composite E
Total Suspended Solids Weekly Grab E, U, D
31.0 mg/1 60. 0 mg/1 Weekly Composite E
NH3 as N 17.3 25.9 Weekly Composite E
Fecal Coliform 1000.0/100 ml 2000.0/100 ml Weekly Composite E, U, D
Oil and Grease 26.0 mg/1 52.0 mg/1 Daily Grab Temperature E
Phenols Daily Grab E, U, D
Total Chromium Monthly Grab E
0. 15 mg/1 Weekly Composite E
Total Cadmium 0.028 mg/1 Weekly Composite E
Total Copper 2.07 mg/1 3.38 mg/1 Weekly Composite E
Total Lead 0. 14 mg/1 Weekly Composite E
Total Nickel 0. 70 mg/1 Weekly Composite E
Total Silver 0.24 mg/1 0.43 mg/1 Weekly Composite E
Total Zinc 1.48 mg/1 2.61 mg/1 Weekly Composite ,n..c.r
Cyanide 0.07 m 1 WeeklyL, S r("-- 4�
Iron g/ Gnu E Sl�.�(�6` S
Conductivity Monthly Composite E
Weekly Grab U D
Total Nitrogen ,
Total Phosphorus Quarterly Composite E
Chronic Toxicity ** Quarterly Composite E
** Quarterly Composite E
Total Toxic Organics *** 2. 13 mg/1 Weekly Composite E
(continued on next page)

Date: January 14 , 1988
NPDES STAFF REPORT AND RECOMMENDATIONS
County: Gaston
NPDES Permit No. NC 0004260
PART I - GENERAL INFORMATION
1. Facility and Address: Precision Seals, Inc.
4307 South York Road
Post Office Box 1767
Gastonia, North Carolina 28052
2. Date of Investigation: January 5, 1988
3. Report Prepared By: J. Thurman Horne, P. E.
4. Person Contacted and Telephone Number: Mr. Earl G. Staley;
704/864-8351
5. Directions to Site: The facility is located on the
northwest corner of the intersection of Highway 321 and S.
R. 1103 (Crowders Creek Road) .
6. Discharge Point - Latitude: 35° 11' 45"
Longitude: 81° 13 ' 25"
Attach a USGS Map Extract and indicate treatment plant site
and discharge point on map.
USGS Quad No. : G 14 NW
7. Size (land available for expansion and upgrading) : The
existing site encompasses approximately 1/2 acre. There is
limited land available for expansion and modification.
8. Topography (relationship to flood plain included) : The
terrain is mildly rolling with slopes generally less than
10%. The wastewater treatment plant site is located well
above any potential flood plain.
9. Location of Nearest Dwelling: None within 500 feet.
10. Receiving Stream or Affected Surface Waters: Crowders
Creek
a. Classification: C
b. River Basin and Subbasin No. : 03-08-37
c. Describe receiving stream features and pertinent
downstream uses: The receiving stream is rather flat
and shallow with a sandy bottom. There are no known
users for any reasonable distance downstream other
, than for secondary recreation and agriculture.

Page Two
PART II - DESCRIPTION OF DISCHARGE AND TREATMENT WORKS
1. Type of wastewater: 10% Domestic
90% Industrial
Note: The existing permitted flow is . 148 MGD. The
application lists the flow as . 051 MGD. Monitoring reports
for the last twelve ( 12) months indicate that the average
flow is greater than .051 MGD. Mr. Earl Staley was advised
of this problem and he indicates that Precision Seal will
submit a letter to Dale Overcash requesting that the Permit
be renewed for . 148 MGD.
a. Types and quantities of industrial wastewater:
1. 1,500 gpd of wash water from the cleaning of
metal parts.
2. 43 ,000 gpd of wastewater from a zinc
phosphatizing facility.
3. 500 gpd of rinse water from the cleaning of a
mold uses in forming rubber gaskets.
4. 1,000 gpd of non-contact cooling water
c. Prevalent toxic constituents in wastewater: To date
there has been no toxicity testing at this facility.
The effluent is known to contain significant
concentrations of zinc, iron, cyanide, chromium,
copper, phenols and oil & grease. The applicant has
submitted a priority pollutant analysis as an addendum
to the permit application.
d. Pretreatment Program (POTWs only) : N/A
2. Production Rates ( industrial discharges only) in Number of
Parts:
a. Highest month in the last 12 months: 3 , 766 , 700
b. Highest year in last 5 years: 35, 442,000
3 . Description of Industrial Process (for industries only) and
Applicable CFR Part and Subpart: CFR Part 433 , Subpart A

V
Page Three
4. Type of Treatment (specify whether proposed or existing) :
The existing wastewater treatment facilities consist of a
14,000 gpd package contact stabilization wastewater
treatment plant, an oil/water separator, an aerated flow
equalization basin, and a physical-chemical industrial
wastewater treatment facility consisting of pH adjustment,
a flocculation basin with alum addition, a DAF clarifier,
membrane filters, effluent holding basin, potassium
permanganate feed system (for BOD reduction) , instrumented
flow measurement, and sludge filter press.
5. Sludge Handling and Disposal Scheme: Dewatered sludge is
disposed at the County landfill.
6. Treatment Plant Classification: Class IV. Note: The
facility is currently listed as being a Class II . A new
rating sheet has been sent to John Campbell (copy attached)
which recommends that the facility be designated as Class
IV.
7. SIC Code(s) : 3469 3471 3479
Wastewater Code(s) : 02 14 37 57
PART III - OTHER PERTINENT INFORMATION
1. Is this facility being constructed with Construction Grants
Funds (municipals only) ? N/A
2. Special monitoring requests: Toxicity monitoring.
Monitoring frequencies should be as appropriate for a Class
IV facility.
3 . Additional effluent limits requests: Toxicity limits
4. Other: None
PART IV - EVALUATION AND RECOMMENDATIONS
It is recommended that the Permit be renewed with effluent
limitations and monitoring requirements as appropriate for a
Class IV facility in this particular industrial category.
-.meg, ,,,,e0K
Si. a Pe of Repo 7 Preparer
(/, / ----
-:), / c.-4.°,, - (
Water Quality R tonal Supervisor

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Permit No. NC0004260
STATE OF NORTH CAROLINA
DEPARTMENT OF NATURAL RESOURCES AND COMMUNITY DEVELOPMENT
DIVISION OF ENVIRONMENTAL MANAGEMENT
PERMIT
To DISCHARGE WASTEWATER UNDER THE
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provisions of North Carolina General Statute 143-215. 1,
other lawful standards and regulations promulgated and adopted by the North Carolina
Environmental Management Commission, and the. Federal Water Pollution Control Act, as
amended,
Precision Seals, Inc.
is hereby authorized to discharge wastewater from a facility located at
the intersection of U.S. Highway 321 and NCSR 1103
Gastonia
Gaston County
to receiving waters designated as Crowders Creek in the Catawba River Basin
in accordance with effluent limitations, monitoring requirements, and other
conditions set forth in Parts I, II, and III hereof.
This permit shall become effective
This permit and the authorization to discharge shall expire at midnight on
Signed this day 117, k
R. Paul Wilms, Director
Division of Environmental Management
By Authority of the Environmental Management Commission

Permit No. NC0004260
SUPPLEMENT TO PERMIT COVER SHEET
Precision Seals, Inc.
is hereby authorized to:
1. continue to operate the existing 14,000 GPD domestic wastewater
treatment plant, which consists of a bar screen, aeration basin, secondary
clarifier with sludge return, and chlorination facilities, and the existing
oil and water separator and continue to operate a physical-chemical
wastewater treatment facility to be operated in conjunction with
the existing facility which consists of an equalization basin, pH
adjustment, alum and lime feed units and mixing basin, clarification, a
final filtration system, and sludge dewatering facilities located
at Precision Seals in Gaston County (See Part III of this Permit),
and
2. Discharge from said treatment works into Crowders Creek which is
classified Class "C" waters in the Catawba River Basin.

A. (1). EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS Final
During the period beginning on the effective date of the Permitand lasting until expiration, the
Permittee is authorized to discharge from outfall(s) serial number(s) 001. Such discharges shall be limited
and monitored by the Permittee as specified below:
Effluent Characteristics Discharge Limitations Monitoring Requirements
Kg/day (lbs/day) Other Units (Specify) Measurement Sample *Sample
Daily Avg. Daily Max. Daily Avg. Daily Max. Frequency 11P.. Location
Flow 0. 148 MGD Continuous Recording E
BOD, 5Day, 20 Degrees C 37.0 55.5 Weekly Composite E
Dissolved Oxygen (DO) Weekly Grab E, U, D
Total Suspended Solids 31.0 mg/1 60.0 mg/1 Weekly Composite E
NH3 as N ' 17.3 25.9 Weekly Composite E
Fecal Coli;form 1000.0/100 ml 2000.0/100 ml Weekly Composite E, U, D
Oil and Grease 26.0 mg/1 52.0 mg/1 Daily Grab E
Temperature Daily Grab E, U, D
Phenols Monthly Grab E
Total Chromium 0. 15 mg/1 Weekly Composite E
Total Cadlium 0.028 mg/1 Weekly Composite E
Total Copper 2.07 mg/1 3.38 mg/1 Weekly Composite E
Total Lead 0.14 mg/1 ' Weekly Composite E
Total Nickel 0.70 mg/1 Weekly Composite E
Total Silver 0.24 mg/1 0.43 mg/1 Weekly Composite E
Total Zinc 1.48 mg/1 2.61 mg/1 Weekly Composite E
Cyanide 0.07 mg/1 Weekly Composite E
Iron Monthly Composite E
Conductivity Weekly Grab U, D
Total Nitrogen (NO2 + NO3 + TKN) Quarterly Composite E
Total Phosphorus Quarterly Composite E
Chronic Toxicity ** ** Quarterly Composite E
Total Residual Chlorine Daily Grab E
Total Toxic Organics*** 2. 13 mg/1 Weekly Composite E
(continued on next page)
M3
NC0004260

EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS - FINAL 11111111
(continued)
* Sample locations: E - Effluent, I - Influent, U - Upstream, D - Downstream
** Chronic Toxicity (Ceriodaphnia) P/F at 7%, February, May, August, November, See Part III, Condition G.
*** In lieu of monitoring for TTO, the permitte may submit the following certification statement: "Based on
my inquiry of the person or persons directly responsible for managing compliance with the permit limitation for
total toxic organics, I certify that, to the best of my knowledge and belief, no dumping of consentrated toxic
organics into the wastewater has occurred since the filing of the last discharge monitoring report".
The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units and shall be
monitored daily at the effluent by grab sample.
There shall be no discharge of floating solids or visible foam in other than trace amounts.
M3
NC0004260

1111.11
Part III
Permit No . NC0004260
F. Toxicity Reopener -
This permit shall be modified , or revoked and reissued to
incorporate toxicity limitations and monitoring requirements in the
event toxicity testing or other studies conducted on the effluent or
receiving stream indicate that detrimental effects may be expected
in the receiving stream as a result of this discharge .
G. Chronic Toxicity Testing Requirement
The effluent discharge shall at no time exhibit chronic toxicity
using test procedures outlined in:
1 . The North Carolina Ceriodapilnia chronic effluent bioassay
procedure (North Carolina Chronic Bioassay Procedure - Revised
*February 1987) or subsequent versions .
The effluent concentration at which there may be no observable
inhibition of reproduction or significant mortality is 7% (defined
as treatment two in the North Carolina procedure document) . The
permit holder shall perform quarterly monitoring using this
procedure to establish compliance with the permit condition. The
first test will be performed after thirty days from issuance of this
permit during the months of February, May, August, November.
Effluent sampling for this testing shall be performed at the NPDES
permitted final effluent discharge below all treatment processes.
All toxicity testing results required as part of this permit
condition will be entered on the Effluent Discharge Monitoring Form
(MR-1) for the month in which it was performed, using the parameter
code TGP3B. Additionally, DEM Form AT-1 (original) is to be sent to
the following address : .
Technical Services Branch
North Carolina Division of Environmental Management
PO Box 27687
Raleigh, North Carolina 27611-7687
Test data shall be complete and accurate and include all supporting
chemical/physical measurements performed in association with the
toxicity tests , as well as all dose/response data . Total residual
chlorine of the effluent toxicity sample must be measured and
reported if chlorine is employed for disinfection of the waste
stream.
Should any test data from this monitoring requirement or tests
performed by the North Carolina Division of Environmental Management
indicate potential impacts to the receiving stream, this permit may
be reopened and modified to include alternate monitoring
requirements or limitations.

Part III
Permit No . NC0004260
Note : Failure to achieve test conditions as specified in the cited
document , such as minimum control organism survival and appropriate
environmental controls , shall constitute an invalid test and will
require immediate retesting (within 30 days of initial monitoring
event) . Failure to submit suitable test results will constitute
non-compliance with monitoring requirements.

•;',,:" 7,73M \
tee{ i r~
yr ' Or V * jDIVISIOI1 OF ENVIRDNMEr1TAL•f MA �D�1LUr lits, OD FNTApril l5, 1983
C01311
),,,,, , .
Pr‘` fls:1 4 '
p/77,6 Mr. Earl G. Staley • ,.••• /
Garlock, Inc. nE ruVirlEII* �1i1'tiE
P. 0. Box 1767 p1V1S10. ,,m11,i.1E V ur"L .
. Gastonia, North Carolina 28052 �LQ►" ! :
x; SUBJECT: Permit No. NC0O04260
`. Garlock, Inc.
Gaston County "r- s
itirt,ter? Dear Mr. Staley:
4 In accordance with your application for discharge Permit received March
11, 1982, we are forwarding herewith the suo ject State - NPDUS Permit. This
permit is issued pursuant to the requirements of NorthCarolina mineral Statutes
_. f143-215.1 and the Memorandum of Agreement between North Carolina and the U. S.
Environmental Protection Agency dated October 19 1975.
.4 If any parts, requirements, or Limitations contained in this Permit are
!" unacceptable to you, you have the right to an adjudicatory hearing before a
hearing officer upon written demand to the Director within 30 days following
receipt of this Permit, identifying the specific issues to be contended. Unless
.. such demand is made, this Permit shall be final and binding.
"''�x Please take notice that this Permit is not transferable. Part II, 5.2.
addresses the requirements to be followed in case of change in ownership or
control of this discharge.
:::14:
This Permit does not affect the legal requirement to obtain other Permits
which may be required by the Division of Environmental Management. If you have
tv any questions concerning this Permit, please contact Mr. David T. Adkins,
tov telephone [phone].
,' ne Si r*l yoprs,
0' Original Signed By
FORREST R. WESTALL
FOR
Robert F. Helm
Director
cc: Mr. Jim Patrick, EPA
1. 1MQ A$
f'-.: Mooresville Regional Manager
` y y!'�X _-�y� ,r, ,* °• "� i- ,.� q . . T' '?.'11,-, ,lam' ,,
'aiF��._:y,< � • � 1.r1W'i- ��.��'1P3i ��� r Y 1_�r i� Z N�'�kw2 '.R• . t�� � Xx� ' _'1�.

11-T j"
C. j WSJ-, April 15, 1983
Jr
DItTT SIOPd 07 ENVIRONMENTAL ��+$1 ��
;la
ok
tT
Mr. Earl G. Staley
Garlock., Inc.
P. C. Box 17A7 91191 ,;<<'q11
Gastonia, North Carolina 28052 W'`
SUBJECT: Permit No. NC0004260
Garlock, Inc.
Gaston County
Dear. Mr. Staley:
In accordance with your application for discharge Permit received March
11, 1982, we are forwarding herewith the subject State - NPDUG psrrti.''v• This
permit is Issued pursuant to the requirements of North Carolina General Statutes
141-•215.1 and the Mx3trorandum of Agreement between North Carolina and the U. S.
Environmental Protection Agency dated October 19; 1975.
If any parts, requirements, or limitations contained in this Permit are
unacceotab'e to you, you have the right to an adju:iicatory hearing before a
hearing o+`'`icer upon written demand to the Director witnin 30 days following
receipt of this permit, identi*_vina the specific issues to be contended. Unless
such demand is made, this Permit shall be final and binding.
Please take notice that. this Permit is not transferable. Part II, 5.2.
addresses the requirements to be followed in case of change in ownership or
control of thi3 di=diar c.
This Permit doeq not affect the legal requirement to obtain other Permits
which may be required by the Division of rnvironmental Management. If you have
any questions concerning this Permit, please contact Mr. David T. Adkins,
telephone [phone].
Sincerely your'$,
Ori in;. ,1 ne.1 By
FORREST R. 'WESTALL
FOR
Robert F. Helms
Director
co: Mr. Jim Patrick, EPA
Mooresville Factional Office
Mooresville Regional Manager

remit No.• NC 0004260
STATE OF NORTH CAROLINA
DEPARTMENT OF NATURAL RESOURCES & COMMUNITY DEVELOPMENT
DIVISION OF ENVIRONMENTAL MANAGEMENT
PERMIT
To Discharge Wastewater Under the NATIONAL
POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provisions of North Carolina General Statute 143-215.1,
other lawful standards and regulations promulgated and adopted by the North Carolina
Environmental Management Commission, and the Federal Water Pollution Control Act, as
amended,
Garlock, Inc.
is hereby authorized to discharge wastewater from a facility located at
Garlock Precision Seal
US 321 South
Gastonia
Gaston County
to receiving waters designated Crowders Creek in the Catawba River Basin
in accordance with effluent limitations, monitoring requirements, and other
conditions set forth in Parts I, II, and III hereof.
This permit shall become effective ApR 15 1983
This permit and the authorization to discharge shall expire at midnight
on MAR 3 1 1988
Signed this day of APR 1 5 1983
Original Signed By
FORREST I . WESTALL
FOR
Robert F. Helms, Director
Division of Environmental Management
By Authority of the Environmental
Management Commission
M1 & I1

Permit No. NC0004260
SUPPLEMENT TO PERMIT COVER SHEET
Garlock, Inc.
is hereby authorized to:
1. After receiving an Authorization to Construct from the Division of
Environmental Management; enter into a contract for construction of
additional wastewater treatment facilities ,
2. Operate the existing 14,000 GPD domestic wastewater treatment plant,
which consists of a bar screen, aeration basin, secondary clarifier
with sludge return, and chlorination facilities, and the existing
oil and water separator and continue to operate a physical-chemical
wastewater treatment facility - to be operated in conjunction with
the existing facilities - consisting of an equalization basin, pH
adjustment, alum and lime feed units and mixing basins , clarification,
a final filtration system, and sludge dewatering facilities located at
Garlock,.Precision Seal in Gaston County, (Note Part III of this
Permit) , and
3. Discharge from said treatment works into Crowders Creek in the
Catawba River Basin, which is classified Class "C" waters.

w
A. (1). EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS - Final
During the period beginning on the effective date of the Permit and lasting until expiration, the
permittee is authorized to discharge from outfall (s) serial number(s). 001.
Such discharges shall be limited and monitored by the permittee as specified below:
Effluent Characteristics Discharge Limitations Monitoring Requirements
Kg/day (lbs/day) Other Units (Specify) Measurement ,;,; Sample ;; Sample
Daily Avg. Daily Max. Daily Avg. Daily Max. Frequency Type Location
low 0.148 MGD Daily Continuous I or E
OD5 16.8(37.0) 25.2(55 .5) Monthly Composite I,E,U,D
•r
23.0 mg/1 61.0 m/gl Quarterly Composite I,E
{3 as N 7.84(17. 3) 11. 8(25.9) Quarterly Composite I,E
ecal Coliform Bacteria (Geometric Mean) 1000/100 ml 2000/100 ml Monthly Grab E,U,D
ii and Grease 17.0 mg/1 42.0 mg/1 Monthly Grab E
henols 0.11(0.25) 0.11(0.25) Monthly Composite E,U,D
yanide • 0.27 mg/1 1.29 mg/1 Monthly Composite E,U,D
otal Chromium 0.80 mg/1 2.87 mg/1 Monthly Composite E
upper 1.09 mg/1 3.72 mg/1 Monthly Composite E
ton 0.20(0.44) 0.40(0.88) Monthly Composite E
hosphorous 0.20(0.44) 0.40(0. 88) Monthly Composite E
inc 0 .60 mg/1 2.64 mg/1 Monthly Composite E
emperat ure Daily Grab E,U,D
(continued on next page) z -ci
M a
oa
O J.
N Z
co O
o
The pH shall not be less than standard units nor greater than standard units
and shall be monitored
There shall be no discharge of floating solids or visible foam in other than trace amounts.

Continued from page 1
a -
A. (1). EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS - Final
During the period beginning and lasting until
permittee is authorized to discharge from outfall (s) serial number(s) .
Such discharges shall be limited and monitored by the permittee as specified below:
Effluent Characteristics Discharge Limitations Monitoring Requirements
Kg/day (lbs/day) Other Units (Specify) ,,,,,,*Measurement ,;,; Sample ,; Sample
Daily Avg. Daily Max. Daily Avg. Daily Max. •Frequency Type Location
Dissolved Oxygen Daily Grab U,D
`settleable Matter Daily Grab E
Residual Chlorine Daily Grab E
COD Quarterly Composite E,U,D
Total Residue Quarterly Composite I ,E
-Sample Locations : I - Influent , E - Effluent, U - Upstream, D - Downstream
All stream samples shall be grab samples.
':':Daily means every day on which a wastewater discharge occurs except Saturdays , Sundays , and legal holidays. Daily stream
:sampling frequency may be reduced at each sampling station to one (1) time per week except during the months of June, July,
August and September, when the frequency must be no less than three (3) times per week at each sampling station.
':*The temperature shall be such as not to cause an increase in the stream water temperature of more than 5°F above ambient
stream water temperature.
z v -v
cam a
o a cam+
o
oe-$• P4
n) Z
o O
0 •
The pH shall not be less than 6.0 standard units nor greater than 9 .o standard units
and shall be monitored daily by grab samples at I ,E,U,D.
There shall be no discharge of floating solids or visible foam in other than trace amounts.

Part I
Permit No. NC
B. SCHEDULE OF COMPLIANCE
1 . The permittee shall achieve compliance with the effluent limitations
specified for discharges in accordance with the following schedule:
NOT APPLICABLE
2. No later than 14 calendar days following a date identified in the above
schedule of compliance, the permittee shall submit either a report of
progress or, in the case of specific actions being required by identified
dates, a written notice of compliance or noncompliance. In the latter
case, the notice shall include the cause of noncompliance, any remedial
actions taken, and the probability of meeting the next scheduled requirement.
M 4 & I 4

• Part I
Permit No. NC
"Act" used herein means the Federal Water Pollution Control Act, As Amended.
"DEM" used herein means the Division of Environmental Management of the
Department of Natural Resources and Community Development.
"EMC" used herein means the North Carolina Environmental Management Commission.
C. MONITORING AND REPORTING
1 . Representative Sampling
Samples and measurements taken as required herein shall be representative
of the volume and nature of the monitored discharge.
2. Reporting
Monitoring results obtained during the previous month(s) shall be
summarized for each month and reported on a Monthly Monitoring Report
Form (DEM No. MR 1 .0, 1 .1 , and 1 .4) , postmarked no later than the
45th day following the completed reporting period.
The first report is due on . Duplicate signed copies of
these, and all other reports required herein, shall be submitted to
the following address:
Division of Environmental Management
Water Quality Section
Post Office Box 27687
Raleigh, North Carolina 27611
3. Definitions
a. The monthly average, other than for fecal coliform bacteria, is the
arithmetic mean of all the composite samples collected in a one-
month period. The monthly average for fecal coliform bacteria is
the geometric mean of samples collected in a one-month period.
b. The weekly average, other than for fecal coliform bacteria, is the
arithmetic mean of all the composite samples collected during a
one-week period. The weekly average for fecal coliform bacteria
is the geometric mean of samples collected in a one-week period.
c. Flow, M3/day (MGD): The flow limit expressed in this permit is the
24 hour average flow, averaged monthly. It is determined as the
arithmetic mean of the total daily flows recorded during the calendar
month.
d. Arithmetic Mean: The arithmetic mean of any set of values is the
summation of the individual values divided by the number of individual
values.
M5

•
Part I
Permit No. NC
e. Geometric Mean: The geometric mean of any set of values is the
Nth root of the product of the individual values where N is equal
to the number of individual values. The geometric mean is equiva-
lent to the antilog of the arithmetic mean of the logarithms of
the individual values. For purposes of calculating the geometric
mean, values of zero (0) shall be considered to be one (1 ).
f. Composite Sample: A "composite sample" is any of the following:
(1 ) Not less than four influent or effluent portions collected
at regular intervals over a period of 24 hours and composited
in proportion to flow.
(2) Not less than four equal volume influent or effluent portions
collected over a period of 24 hours at intervals proportional
to the flow.
(3) An influent or effluent portion collected continuously over
a period of 24 hours at a rate proportional to the flow.
g. Grab Sample: A "grab sample" is a single influent or effluent
portion which is not a composite sample. The sample(s) shall be
collected at the period(s) most representative of the total discharge.
4. Test Procedures
Test procedures for the analysis of pollutants shall conform to the EMC
regulations published pursuant to N. C. G. S. 143-215.63 et seq, The
Water and Air Quality Reporting Act, and to regulations published pursuant
to Section 304(g) , 33 USC 1314, of the Federal Water Pollution Control Act,
As Amended, and Regulation 40 CFR 136.
5. Recording Results
For each measurement or sample taken pursuant to the requirements of
this permit, the permittee shall record the following information:
a. The exact place, date, and time of sampling;
b. The dates the analyses were performed; and
c. The person(s) who performed the analyses.
M6

PART I
Permit No. NC
6. Additional Monitoring by Permittee
If the permittee monitors any pollutant at the location(s) designated
herein more frequently than required by this permit, using approved
analytical methods as specified above, the results of such monitoring
shall be included in the calculation and reporting of the values required
in the Monthly Monitoring Report Form (DEM No. MR 1 .0, 1 .1 , and 1.4)
Such increased frequency shall also be indicated. The DEM may require
more frequent monitoring or the monitoring of other pollutants not
required in this permit by written notification.
7. Records Retention
All records and information resulting from the monitoring activities
required by this Permit including all records of analyses performed and
calibration and maintenance of instrumentation and recordings from
continuous monitoring instrumentation shall be retained for a minimum of
three (3) years, or longer if requested by the Division of Environmental
Management or the Regional Administrator of the Environmental Protection
Agency.
M7

•
PART II
Permit No. NC
A. MANAGEMENT REQUIREMENTS
1 . Change in Discharge
All discharges authorized herein shall be consistent with the terms and
conditions of this permit. The discharge of any pollutant identified
in this permit more frequently than or at a level in excess of that
authorized shall constitute a violation of the permit. Any anticipated
facility expansions, production increases, or process modifications which
will result in new, different, or increased discharges of pollutants must
be reported by submission of a new NPDES application or, if such changes
will not violate the effluent limitations specified in this permit, by
notice to the DEM of such changes. Following such notice, the permit
may be modified to specify and limit any pollutants not previously limited.
2. Non compliance Notification
If, for any reason, the permittee does not comply with or will be unable
to comply with any effluent limitation specified in this permit, the per-
mittee shall provide the Division of Environmental Management with the
following information, in writing, within five (5) days of becoming aware
of such condition:
a. A description of the discharge and cause of noncompliance; and
b. The period of noncompliance, including exact dates and times; or,
if not corrected; the anticipated time the noncompliance is expected
to continue, and steps being taken to reduce, eliminate and prevent
recurrence of the noncomplying discharge.
3. Facilities Operation
The permittee shall at all times maintain in good working order and
operate as efficiently as possible all treatment or control facilities
or systems installed or used by the permittee to achieve compliance with
the terms and conditions of this permit.
4. Adverse Impact
The permittee shall take all reasonable steps to minimize any adverse
impact to navigable waters resulting from noncompliance with any effluent
limitations specified in this permit, including such accelerated or
additional monitoring as necessary to determine the nature and impact of
the noncomplying discharge.
5. Bypassing
Any diversion from or bypass of facilities necessary to maintain compliance
with the terms and conditions of this permit is prohibited, except (i) where
M8 & I7

PART II
Permit No. NC
unavoidable to prevent loss of life or severe property damage, or
(ii ) where excessive storm drainage or runoff would damage any
facilities necessary for compliance with the effluent limitations
and prohibitions of this permit. The permittee shall promptly
notify the Water Quality Section of DEM in writing of each such
diversion or bypass.
6. Removed Substances
Solids, sludges, filter backwash, or other pollutants removed in the
course of treatment or control of wastewaters shall be disposed of in
a manner such as to prevent any pollutant from such materials from
entering waters of the State or navigable waters of the United States.
7. Power Failures
In order to maintain compliance with the effluent limitations and
prohibitions of this permit, the permittee shall either:
a. In accordance with the Schedule of Compliance contained in Part I,
provide an alternative power source sufficient to operate the waste-
water control facilities;
or, if such alternative power source is not in existence, and no date for
its implementation appears in Part I,
b. Halt, reduce or otherwise control production and/or all discharges
from wastewater control facilities upon the reduction, loss, or
failure of the primary source of power to said wastewater control
facilities.
8. Onshore or Offshore Construction
This permit does not authorize or approve the construction of any onshore
or offshore physical structures or facilities or the undertaking of any
work in any navigable waters.
I8

•
' PART II
Permit No. NC
B. RESPONSIBILITIES
1 . Right of Entry
The permittee shall allow the Director of the Division of Environmental
Management, the Regional Administrator, and/or their authorized represen-
tatives, upon the presentations of credentials:
a. The enter upon the permittee's premises where an effluent source is
located or in which any records are required to be kept under the
terms and conditions of this permit; and
b. At reasonable times to have access to and copy any records required
to be kept under the terms and conditions of this permit; to inspect
any monitoring equipment or monitoring method required in this permit;
and to sample any discharge of pollutants.
2. Transfer of Ownership or Control
This permit is not transferable. In the event of any change in control
or ownership of facilities from which the authorized discharge emanates
or is contemplated, the permittee shall notify the prospective owner or
controller by letter of the existence of this permit and of the need to
obtain a permit in the name of the prospective owner. A copy of the
letter shall be ,forwarded to the Division of Environmental Management.
3. Availability of Reports
Except for data determined to be confidential under N. C. G. S. 143-215.
3(a)(2) or Section 308 of the Federal Act, 33 USC 1318, all reports prepared
in accordance with the terms shall be available for public inspection at the
offices of the Division of Environmental Management. As required by the Act,
effluent data shall not be considered confidential . Knowingly making any
false statement on any such report may result in the imposition of criminal
penalties as provided for in N. C. G. S. 143-215.6(b)(2) or in Section
309 of the Federal Act.
4. Permit Modification
After notice and opportunity for a hearing pursuant to N. C. G. S. 143-
215.1 (b)(2) and G. S. 143-215.1 (e) respectively, this permit may be
modified, suspended, or revoked in whole or in part during its term for
cause including, but not limited to, the following:
a. Violation of any terns or conditions of this permit;
b. Obtainira th=s permit by misrepresentation or failure to disclose
fully ai relevant facts; or
c. A change in any condition that requires either a temporary or
permanent reduction or elimination of the authorized discharge.
M 10 & I 9

PART II
Permit No. NC
5. Toxic Pollutants
Notwithstanding Part II, B-4 above, if a toxic effluent standard or
prohibition (including any schedule of compliance specified in such
effluent standard or prohibition) is established under Section 307(a)
of the Act for a toxic pollutant which is present in the discharge and
such standard or prohibition is more stringent than any limitation for
such pollutant in this permit, this permit shall be revised or modified
in accordance with the toxic effluent standard or prohibition and the
permittee so notified.
6. Civil and Criminal Liability
Except as provided in permit conditions on "Bypassing" (Part II, A-5)
and "Power Failures" (Part II , A-7), nothing in this permit shall be
construed to relieve the permittee from civil or criminal penalties for
noncompliance pursuant to N. C. G. S. 143-215.6 or Section 309 of the
Federal Act, 33 USC 1319.
7. Oil and Hazardous Substance Liability
Nothing in this permit shall be construed to preclude the institution
of any legal action or relieve the permittee from any responsibilities,
liabilities, or penalties to which the permittee is or may be subject
under N. C. G. S. 143-215.75 et seq. or Section 311 of the Federal Act,
33 USC 1321.
8. Property Rights
The issuance of this permit does not convey any property rights in either
real or personal property, or any exclusive privileges, nor does it
authorize any injury to private property or any invasion of personal
rights, nor any infringement of Federal,State or local laws or regulations.
9. Severability
The provisions of this permit are severable, and if any provision of this
permit, or the application of any provision of this permit to any circum-
stance, is held invalid, the application of such provision to other cir-
cumstances, and the reminder of this permit shall not be affected thereby.
M 11 & I 10

PART II
Permit No NC
10. Expiration of Permit
Permittee is not authorized to discharge after the expiration date.
In order to receive authorization to discharge beyond the expiration
date, the permittee shall submit such information, forms, and fees as
are required by the agency authorized to issue permits no later than 180
days prior to the expiration date. Any discharge without a permit after
the expiration will subject the permittee to enforcement procedures as
provided in N. C. G. S. 143-215.6 and 33 USC 1251 et seq. .
I 11

PART III
Permit No. NC 0004260
B. Previous Permits
All previous State water quality permits issued to this facility,
whether for construction or operation or discharge, are hereby revoked
by issuance of this permit. The conditions, requirements, terms, and
provisions of this permit authorizing discharge under the National
Pollutant Discharge Elimination System governs discharges from this
facility.
C. Construction
No construction of wastewater treatment facilities or additions thereto
shall be begun until Final Plans and Specifications have been submitted
to the Division of Environmental Management and written approval and
Authorization to Construct has been issued. If no objections to Final
Plans and Specifications has been made by the DEM after 30 days following
receipt of the plans or issuance of this permit, whichever is latter, the
plans may be considered approved and construction authorized.
D. Certified Operator
Pursuant to Chapter 9OA of North Carolina General Statutes, the permittee
shall employ a certified wastewater treatment plant operator in responsible
charge of the wastewater treatment facilities. Such operator must hold a
certification of the grade equivalent to the classification assigned to
the wastewater treatment facilities.
E. This permit may be modified, or alternatively, revoked and reissued, to
comply with any applicable effluent limitations issued pursuant to the order the
United States District Court for the Distrcit of Columbia issued on June 8, 1976,
in Natural Resources Defense Council, Inc. et. al. v. Russell E. Train 8 ERC 2120
(D.D.C. 1976) , if the effluent limitation so issued:
( 1) is different in conditions or more stringent than any effluent
limitation in the Permit; or
(2) controls any polluntant not limited in the Permit.
M 15 & r 12

/1111111111.7
NORTH CAROLINA
SPECIAL ORDER BY CONSENT
EMC WQ
GASTON COUNTY
IN THE MATTER OF DISCHARGES TO
INADEQUATELY TREATED WASTEWATERS
FROM GARLOCK, INC.-PRECISION
SEAL DIVISION.
GASTON COUNTY, NORTH CAROLINA
THIS ORDER BY CONSENT made and entered into by Garlock, Inc. - Precision
Seal Division, a corporation incorporated in the State of North Carolina, having
its home offices near Gastonia, North Carolina, hereinafter referred to as the
COMPANY, with the North Carolina Environmental Management Commission, an agency
of the State of North Carolina, hereinafter known as the COMMISSION.
WITNESSETH:
I. The COMPANY does hereby stipulate as follows:
A. That it owns and operates waste treatment facilities located in Gaston
County, North Carolina, and in operating does discharge treated waste-
water to Crowders Creek, which is classified "C", in the Catawba River
Basin under NPDES Permit No. NC 0004260.
B. The COMPANY will be unable to comply -with final effluent limitations
required by the COMMISSION to protect water quality in the receiving
stream without construction of additional wastewater treatment
facilities.
II. The COMPANY and the COMMISSION recognize the following:
A. The record of performance of the present waste treatment facility
indicates that the COMPANY is able to operate and maintain facilities
so as to provide only partial treatment of the wastewater discharge.
B. The COMPANY is making and will make its best efforts to achieve
compliance with the final effluent limitations contained in the
NPDES Permit so as to minimize impact on water quality on Crowders
Creek by constructing additional facilities to achieve compliance.
C. The construction of additional facilities shall include the following:
(1 ) A physical-chemical wastewater treatment system consisting of
an equalization basin, pH adjustment, alum and lime feed units and
mixing basins, clarification, sludge dewatering facilities, and
a final filtration system.
III. The COMPANY, desiring to comply with the legal requirements of the COMMISSION

regarding waste disposal and with all pertinent provisions of the law and
applicable rules and regulations of the COMMISSION, does hereby agree to
do and perform all of the following things:
A. Continue to operate and maintain all existing waste treatment
facilities so as to meet the following interim effluent limitations
for outfall serial number 001 :
Effluent Characteristics Discharge Limitations
kg/day(lbs/day) Other Units(Specify
Daily Daily Daily Daily
Average Maximum Average Maximum
Flow-m3/day (MGD) 719(0.190)
BOD5 21 .6(47.5) 32.3(71 .3) 30 mg/1 45 mg/1
TSS 43.1 (95.1 ) 64.7(142.6) 60 mg/1 90 mg/1
NH3 as N 10.8(23.8) 18.0(39.6) 15 mg/1 25 mg/i
Fecal Coliform Bacteria(Geometric Mean) 1000/100 ml 2000/100 ml
Oil and Grease 21 .6(47.5) 32.3(71 .3) 30 mg/1 45 mg/1
Phenols 0.22(0.48) 0.36(0.79) 0.30 mg/1 0.50 mg/1
Cyanide 0.11 (0.24) 0.14(0.32) 0.15 mg/1 0.20 mg/1
Chromium, Total 0.26(0.57 ) 0.39(0.86)
Copper 0.26(0.57 ) 0.39(0.86)
Iron 4.63(10.2) 6.94(15.3)
Phosphorous 2.59(5.70) 3.90(8.60)
Zinc 3.63(8.00) 5.40(11 .9)
The temperature shall be such as to not cause a temperature in the receiving
stream of 50F above ambient stream water temperature.
The pH shall not be less than 6.0 standard units nor greater than 10.0 standard
units and shall be monitored as required by the North Carolina Division of
Environmental Management.
There shall be no discharge of floating solids or visible foam in other than
trace amounts.
Samples taken in compliance with the monitoring requirements specified above
shall be taken at the following location(s): As required by the North Carolina
Division of Environmental Management:
B. Operate and maintain waste treatment facilities so as to meet the
interim effluent limitations for outfall 001 during the following
period:
(1 ) Beginning on the effective date of this Order,
(2) And lasting until May 3, 1979.
C. Beginning as soon as possible and during the period which the interim
effluent limitations are effective the COMPANY shall enter into a
contract for the construction of and construct adequate wastewater
treatment facilities in accordance with the following schedule:

rage inree
(1 ) Upon authorization by the North Carolina Division of Environmental
Management, begin construction on or before June 19, 1978.
(2) Complete construction on or before March 30, 1979.
D. Compliance with final effluent limitations specified in NPDES Permit
No. NC 0004260 will be attained by May 4, 1979.
IV. Any violation of the terms and conditions of this Order, including failure
to consistently achieve the interim effluent limitations, may subject the
Company to enforcement action pursuant to N. C. G. S. 143-215.6, including
assessment of civil penalties.
This the day of , 1978.
Garlock, Inc. - Precision Seal Division
BY:
Chairman of the Board
N. C. Environmental Management Commission
BY:
Chairman
Approved and Accepted
Date:

Pli.PIPPP7
Fact Sheet
re
Special Order by Consent
Precision Seal Division-Garlock, Inc.
NPDES Permit No. NC 0004260
Gaston County, North Carolina
Applicant's Name: Precision Seal Division-Garlock, Inc.
Applicant's Mailing Address: Post Office Box 2359
Gastonia, North Carolina 28052
Location of Facility: 4307 South York Road (Highway U. S. 321 ), south of
Gastonia
Existing Wastewater Treatment Facilities: 14,000 GPD domestic wastewater
treatment plant consisting of an
aeration basin, clarifier, and
chlorination facilities; and a 2160
GPD grease trap for process wastewater.
Proposed Facilities: A physical-chemical wastewater treatment plant consisting
of an equalization basin, pH adjustment, alum and lime
feed units and mixing basins, clarification, sludge
dewatering, and final filtration.
Receiving Stream: Crowders Creek in the Catawba River Basin.
7Q10 - 2.7 cfs. Classification - "C"
Type of Wastewater : Process wastewater from zinc phosphatizing and chrome
plating and domestic wastewater from employees.
Final Effluent Limitations: Effective on the date of issuance of the revised
NPDES Permit
Parameter Limitation
Daily Average Daily Maximum
Flow 0.148 MGD
BOD5 30 mg/1 45 mg/1
TSS 30 mg/1 45• mg/1
NH3 as N 14 mg/1 21 mg/1
Fecal Coliform Bacteria 1000/100 ml 2000/100 ml
(Geometric Mean)
Oil and Grease 10 mg/1 15 mg/1
Phenols 0.20 mg/1 0.2 mg/1
Cyanide 0.10 mg/1 0.10 mg/1
Chromium, Total 0.22 lb/day 0.44 lb/day
Copper 0.22 lb/day 0.44 lb/day
Iron 0.44 lb/day 0.88 lb/day
Phosphorous 0.44 lb/day 0.88 lb/day
Zinc 0.22 lb/day 0.44 lb/day
pH 6-9 s.u.

rage two
Interim Effluent Limitations: Specified in Special Order by Consent
Parameter Limitations
Daily Average Daily Maximum
Flow 0.190 MGD
BOD5 30 mg/1 45 mg/1
TSS 60 mg/1 90 mg/1
NH3 as N 15 mg/1 25 mg/1
Fecal Coliform Bacteria
(Geometric Mean) 1000/100 ml 2000/100 ml
Oil and Grease 30 mg/1 45 mg/1
Phenols 0.30 mg/1 0.50 mg/1
Cyanide 0.15 mg/1 0.20mg/1
Chromium, Total 0.57 lb/day 0.86 lb/day
Copper 0.57 lb/day 0.86 lb/day
Iron 10.2 lb/day 15.3 lb/day
Phosphorous 5.7 lb/day 8.6 lb/day
Zinc 8.0 lb/day 11 .9 lb/day
pH 6-10 s.u.
Compliance Schedule: 1 . Start construction of the proposed wastewater
treatment facilities on or before June 19, 1978.
2. Complete construction on or before March 30, 1979.
3. Attain operational level (meet all final effluent
limitations) on or before May 4, 1979.
Other Pertinent Information: The final effluent limitations are based upon
water quality standards, BPT guidelines, and Mr.
John Lank's letter of March 15, 1978 to Mr.
Bill Grayson of Charles T. Main, Inc.

„ Permit No. NC 0004260
STATE OF NORTH CAROLINA
DEPARTMENT OF NATURAL RESOURCES & COMMUNITY DEVELOPMENT
DIVISION OF ENVIRONMENTAL MANAGEMENT
PERMIT
To Discharge Wastewater Under The NATIONAL
POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provisions of North Carolina General Statute
143-215.1 , other lawful standards and regulations promulgated and adopted
by the North Carolina Environmental Management Commission, and the Federal
Water Pollution Control Act, as amended,
Garlock, Inc.-Precision Seal Division
is hereby authorized to discharge wastewater from a facility located at
Gastonia in Gaston County
to receiving waters Crowders Creek in the Catawba River Basin
in accordance with effluent limitations, monitoring requirements, and other
conditions set forth in Parts I, II , and III hereof.
This permit shall become effective JUN 3 0 1978
This permit and the authorization to discharge shall expire at midnight
on JUN 3 0 1983
Signed this day of JUN 3 0 1978
Offal Signed am
A. F: McROR M
A. F. McRorie, Director
Division of Environmental Management
By Authority of the Environmental
Management Commission
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•
Page of
Permit No. NC
SUPPLEMENT TO PERMIT COVER SHEET
Garlock, Inc.-Precision Seal Division
is hereby authorized to:
1 . Enter into a contract for construction of a wastewater treatment
facility,
2. Continue to operate the existing 14,000 gpd domestic wastewater
treatment plant, which consists of a bar screen, aeration basin,
secondary clarifier with sludge return, and chlorination facilities,
and the existing oil and water separator and construct and operate
a new physical-chemical wastewater treatment facility - to be operated
in conjunction with the existing facilities - consisting of an
equalization basin, pH adjustment, alum and lime feed units and
mixing basins, clarification, a final filtration system, and sludge
dewatering facilities located at the Gastonia Plant of Garlock, Inc.
in Gaston County (Note Part III, Conditions No. B, C, & D of this
Permit), and
3. Discharge from said treatment works into Crowders Creek in the
Catawba River Basin, which is classified Class "C".

•
A. ( 1). EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS-FINAL , • .
During the period beginning on effective date of the Permit and lasting until expiration,
permittee, is authorized to discharge from outfall (s) serial number(s) .001 .
Such discharges shall be limited and monitored by the permittee as specified below:
affluent Characteristics Discharge Limitations Monitoring Requirements
Kg/day (lbs/day) Other Units (Specify) *** Measurement ** Sample * Sample
Daily Avg. Daily Max. Daily Avg. Daily Max. Frequency type Location
Flow 0.148 MGD Weekly Continuous I or E
BOD5 16.8(37.0) 25.2(55.5) 30 mg/1 45 mg/1 Monthly Composite I, E, U, D
TSS 16.8(37.0) 25.2(55.5) 30 mg/1 45 mg/1 Quarterly Composite I, E
NH3 as N . 7.84(17.3) 11 .8(25.9) 14 mg/1 21 mg/1 Quarterly Composite I, E
Fecal Coliform Bacteria (Geometric Mean) 1000/100 ml 2000/100 ml -Bei-ly,n.NrWty Grab E, U, D
Oil and Grease 5.60(12.3) 8.40(18.5) 10 mg/1 15 mg/1 Monthly Grab E
Phenols 0.11 (0.25) 0.11 (0.25) 0.20 mg/1 0.20 mg/1 Monthly Composite E, U, D
Cyanide 0.06(0.12) 0.06(0.12) 0.10 mg/1 0.10 mg/1 Monthly Composite E, U, D
Chromium, Total t 0.10(0.22) 0.20(0.44) Monthly Composite E
Copper 0.10(0.22) 0.20(0.44) Monthly Composite E
Iron 0.20(0.44) 0.40(0.88) Monthly Composite E
Phosphorous 0.20(0.44) 0.40(0.88) Monthly Composite E
Zinc 0.10(0.22) 0.20(0.44) Monthly Composite E
Temperature **** Daily Grab E, U, D
(continued on next page) - , C'fD -Cs
a l g.
r
z
0
• 0
-It
The pH shall not be less than standard units nor greater than standard units
and shall be monitored
There shall be no discharge of floating solids or visible foam in other than trace amounts.

(continued)
A. ( ). EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS
During the period beginning and lasting until
permittee is authorized to discharge from outfall (s) serial number(s) . •
Such discharges shall be limited and monitored by the permittee as specified below:
Effluent Characteristics Discharge Limitations Monitoring Requirements
Kg/day (lbs/day) Other Units (Specify) Measurement Sample Sample
Daily Avg. Daily Max. Daily Avg. Daily Max. Frequency 73113T- Location
Dissolved Oxygen Daily Grab U, D
Settleable Matter Daily Grab E
Residual Chlorine Daily Grab E
COD • Quarterly Composite E, U, D
Total Residue Quarterly Composite I, E
*Sample Locations: I-Influent, E-Effluent, U-Upstream, and D-Downstream **All stream samples shall be grab
***Daily means every day on which a wastewater discharge occurs except Saturdays, Sundays, and legal holidays. Daily
stream sampling frequency may be reduced at each sampling station to one (1 ) time per week except duringthe months of
June, July, August and September, when the frequency must be no less than three (3) times per week at each sampling
station.
****The temperature shall be such as not to cause an increase in the stream water temperature of more than 5°F above
ambient stream water temperature.
z v v v
w sy a
crs+
o
• 0
The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units
and shall be monitored daily by grab samples at I, E, U, D.
There shall be no discharge of floating solids or visible foam in other than trace amounts.

Part I
Page of
Permit No. NC 0 0 0 1 2 6 0
B. SCHEDULE OF COMPLIANCE
1 . The permittee shall achieve compliance with the effluent limitations
specified for discharges in accordance with the following schedule:
•
The permittee shall comply with the final effluent limitations on or
before the effective date of this Permit.
2. No later than 14 calendar days following a date identified in the above
schedule of compliance, the permittee shall submit either a report of
progress or, in the case of specific actions being required by identified
dates, a written notice of compliance or noncompliance. In the latter
case, the notice shall include the cause of noncompliance, any remedial
actions taken, and the probability of meeting the next scheduled requirement.
r
M 4 & I 4

•
PART I
Page of
Permit No. NC
Act used herein means the Federal Water Pollution Control Act, As amended.
DEM used herein means the Division of Environmental Management of the
Department of Natural and Economic Resources.
"EMC" used herein means the North Carolina Environmental Management
Commission.
C. MONITORING AND REPORTING
1 . Representative Sampling
Samples and measurements taken as required herein shall be representative
of the volume and nature of the monitored discharge.
2. Reporting
Monitoring results obtained during the previous 1 month(s) shall be
summarized for each month and reported on a Monthly Monitoring Report
Form (DEM No. MR 1 .0, 1 .1 , 1 .2, and 1 .3) postmarked no later than the 45th
day following the completed reporting period. The first report is due on
SEP 15 1978 . The DEM may require reporting of additional monitoring
results by written notification. Signed copies of these, and all other
reports required herein, shall be submitted to the following address:
Division of Environmental Management
Water Quality Section
Post Office Box 27687
Raleigh, North Carolina 27611
3. Definitions
a. The "daily average" discharge means the total discharge by weight
during a calendar month divided by the number of days in the month
that the production or commercial facility was operating. Where less
than daily sampling is required by this permit, the daily average
discharge shall be determined by the summation of all the measured
daily discharges by weight divided by the number of days sampled
during the calendar month when the measurements were made.
b. The "daily maximum" discharge means the total discharge by weight
during any calendar day.
4. Test Procedures
Test procedures for the analysis of pollutants shall conform to The EMC
regulations published pursuant to N. C. G. S. 143-215.63 et seq. . The
Water and Air Quality Reporting Act, Section 304(g) , 13 USC 1314, of the
Federal Water Pollution Control Act, As Amended, and Regulation 40 CFR 136.
5. Recording Results
For each measurement or sample taken pursuant to the requirements of
this permit, the permittee shall record the following information:
I5

PART I
Page of
Permit No. NC
a. The exact place, date, and time of sampling;
b. The dates the analyses were performed;
c. The person(s) who performed the analyses;
d. The analytical techniques or methods used; and
e. The results of all required analyses.
6. Additional Monitoring by Permittee
If the permittee monitors any pollutant at the location(s) designated
herein more frequently than required by this permit, using approved
analytical methods as specified above, the results of such monitoring
shall be included in the calculation and reporting of the values required
in the Monthly Monitoring Report Form (DEM MR 1 .0, 1 .1 , 1 .2, and 1 .3).
Such increased monitoring frequency shall also be indicated. The DEM
may require more frequent monitoring or the monitoring of other pollu-
tants not required in this permit by written notification.
7. Records Retention
All records and information resulting from the monitoring activities
required by this permit including all records of analyses performed and
calibration and maintenance of instrumentation and recordings from
continuous monitoring instrumentation shall be retained by the permittee
for a minimum of three (3) years, or longer if requested by the State
Division of Environmental Management or the Regional Administrator of
the Environmental Protection Agency.
I6

•
PART II
Page of
Permit No. NC
A. MANAGEMENT REQUIREMENTS
1 . Change in Discharge
All discharges authorized herein shall be consistent with the terms and
conditions of this permit. The discharge of any pollutant identified
in this permit more frequently than or at a level in excess of that
authorized shall constitute a violation of the permit. Any anticipated
facility expansions, production increases, or process modifications which
will result in new, different, or increased discharges of pollutants must
be reported by submission of a new NPDES application or, if such changes
will not violate the effluent limitations specified in this permit, by
notice to the DEM of such changes. Following such notice, the permit
may be modified to specify and limit any pollutants not previously limited.
2. Non compliance Notification
If, for any reason, the permittee does not comply with or will be unable
to comply with any effluent limitation specified in this permit, the per-
mittee shall provide the Division of Environmental Management with the
following information, in writing, within five (5) days of becoming aware
of such condition:
a. A description of the discharge and cause of noncompliance; and
b. The period of noncompliance, including exact dates and times; or,
if not corrected; the anticipated time the noncompliance is expected
to continue, and steps being taken to reduce, eliminate and prevent
recurrence of the noncomplying discharge.
3. Facilities Operation
The permittee shall at all times maintain in good working order and
operate as efficiently as possible all treatment or control facilities
or systems installed or used by the permittee to achieve compliance with
the terms and conditions of this permit.
4. Adverse Impact
The permittee shall take all reasonable steps to minimize any adverse
impact to navigable waters resulting from noncompliance with any effluent
limitations specified in this permit, including such accelerated or
additional monitoring as necessary to determine the nature and impact of
the noncomplying discharge.
5. Bypassing
Any diversion from or bypass of facilities necessary to maintain compliance
with the terms and conditions of this permit is prohibited, except (i) where
M8 & I7

•
•
PART II
•
Page of
Permit No. NC
unavoidable to prevent loss of life or severe property damage, or
(ii ) where excessive storm drainage or runoff would damage any
facilities necessary for compliance with the effluent limitations
and prohibitions of this permit. The permittee shall promptly
notify the Water Quality Section of DEM in writing of each such
diversion or bypass.
6. Removed Substances
Solids, sludges, filter backwash, or other pollutants removed in the
course of treatment or control of wastewaters shall be disposed of in
a manner such as to prevent any pollutant from such materials from
entering waters. of the State or navigable waters of the United States.
7. Power Failures
In order to maintain compliance with the effluent limitations and
prohibitions of this permit, the permittee shall either:
a. In accordance with the Schedule of Compliance contained in Part I,
provide an alternative power source sufficient to operate the waste-
water control facilities;
or, if such alternative power source is not in existence, and no date for
its implementation appears in Part I,
b. Halt, reduce or otherwise control production and/or all discharges
from wastewater control facilities upon the reduction, loss, or
failure of the primary source of power to said wastewater control
facilities.
8. Onshore or Offshore Construction
This permit does not authorize or approve the construction of any onshore
or offshore physical structures or facilities or the undertaking of any
work in any navigable waters.
I8

• PART II
Page of
Permit No. NC
B. RESPONSIBILITIES
1 . Right of Entry
The permittee shall allow the Director of the Division of Environmental
Management, the Regional .Administrator, and/or their authorized represen-
tatives, upon the presentations of credentials:
a. The enter upon the permittee's premises where an effluent source is
located or in which any records are required to be kept under the
terms and conditions of this permit; and
b. At reasonable times to have access to and copy any records required
to be kept under the terms and conditions of this permit; to inspect
any monitoring equipment or monitoring method required in this permit;
and to sample any discharge of pollutants.
2. Transfer of Ownership or Control
This permit is not transferable. In the event of any change in control
or ownership of facilities from which the authorized discharge emanates
or is contemplated, the permittee shall notify the prospective owner or
controller by letter of the existence of this permit and of the need to
obtain a permit in the name of the prospective owner. A copy of the
letter shall be forwarded to the Division of Environmental Management.
3. Availability of Reports
Except for data determined to be confidential under N. C. G. S. 143-215.
3(a)(2) or Section 308 of the Federal Act, 33 USC 1318, all reports prepared
in accordance with the terms shall be available for public inspection at the
offices of the Division of Environmental Management. As required by the Act,
effluent data shall not be considered confidential . Knowingly making any
false statement on any such report may result in the imposition of criminal
penalties as provided for in N. C. G. S. 143-215.6(b)(2) or in Section
309 of the Federal Act.
4. Permit Modification
After notice and opportunity for a hearing pursuant to N. C. G. S. 143-
215.1 (b)(2) and G. S. 143-215.1 (e) respectively, this permit may be
modified, suspended, or revoked in whole or in part during its term for
cause including, but not limited to, the following:
a. Violation of any terms or conditions of this permit;
b. Obtaining this permit by misrepresentation or failure to disclose
fully all relevant facts; or
c. A change in any condition that requires either a temporary or
permanent reduction or elimination of the authorized discharge.
M 10 & I 9

PART II
Page of
Permit No. NC
5. Toxic Pollutants
Notwithstanding Part II, B-4 above, if a toxic effluent standard or
prohibition (including any schedule of compliance specified in such
effluent standard or prohibition) is established under Section 307(a)
of the Act for a toxic pollutant which is present in the discharge and
such standard or prohibition is more stringent than any limitation for
such pollutant in this permit, this permit shall be revised or modified
in accordance with the toxic effluent standard or prohibition and the
permittee so notified.
6. Civil and Criminal Liability
Except as provided in permit conditions on "Bypassing" (Part II , A-5)
and "Power Failures" (Part II , A-7) , nothing in this permit shall be
construed to relieve the permittee from civil or criminal penalties for
noncompliance pursuant to N. C. G. S. 143-215.6 or Section 309 of the
Federal Act, 33 USC 1319.
7. Oil and Hazardous Substance Liability
Nothing in this permit shall be construed to preclude the institution
of any legal action or relieve the permittee from any responsibilities,
liabilities, or penalties to which the permittee is or may be subject
under N. C. G. S. 143-215.75 et seq. or Section 311 of the Federal Act,
33 USC 1321 .
8. Property Rights
The issuance of this permit does not convey any property rights in either
real or personal property, or any exclusive privileges , nor does it
authorize any injury to private property or any invasion of personal
rights, nor any infringement of Federal,State or local laws or regulations.
9. Severability
The provisions of this permit are severable, and if any provision of this
permit, or the application of any provision of this permit to any circum-
stance, is held invalid, the application of such provision to other cir-
cumstances, and the remainder of this permit shall not be affected thereby.
M 11 & I 10

PART II
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Permit No NC
10. Expiration of Permit
Permittee is not authorized to discharge after the expiration date.
In order to receive authorization to discharge beyond the expiration
date, the permittee shall submit such information, forms, and fees as
are required by the agency authorized to issue permits no later than 180
days prior to the expiration date. Any discharge without a permit after
the expiration will subject the permittee to enforcement procedures as
provided in N. C. G. S. 143-215.6 and 33 USC 1251 et seq. .
I 11

. - • PART III
•
Page of
Permit No. NC
B. Previous Permits
All previous State water quality permits issued to this facility,
whether for construction or operation or discharge, are hereby revoked
by issuance of this permit. The conditions, requirements, terms , and
provisions of this permit authorizing discharge under the National
Pollutant Discharge Elimination System governs discharges from this
facility.
C. Construction
No construction of wastewater treatment facilities or additions thereto
shall be begun until Final Plans and Specifications have been submitted
to the Division of Environmental Management and written approval and
Authorization to Construct has been issued. If no objections to Final
Plans and Specifications has been made by the DEM after 30 days following
receipt of the plans or issuance of this permit, whichever is latter, the
plans may be considered approved and construction authorized.
D. Certified Operator
Pursuant to Chapter 90A of North Carolina General Statutes, the permittee
shall employ a certified wastewater treatment plant operator in responsible
charge of the wastewater treatment facilities. Such operator must hold a
certification of the grade equivalent to the classification assigned to
the wastewater treatment facilities.
E. This Permit may be modified, or alternatively, revoked and
reissued, to comply with any applicable effluent limitations
issued pursuant to the order the United States District Court
for the District of Columbia issued on June 8, 1976, in Natural
Resources Defense Council, Inc. et. al . v. Russell E. Train
8 ERC 2120 (D.D.C. 1976) , if the effluent limitation so issued:
(1) is different in conditions or more strigent than any
effluent limitation in the Permit; or
(2) controls any polluntant not limited in the Permit.
M 15 & I 12

NORTH CAROLINA DEPARTMENT OF NATURAL RESOURCES & COMMUNITY DEVELOPMENT
ENVIRONMENTAL MANAGEMENT COMMISSION
FACT SHEET
APPLICATION FOR
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
PERMIT TO DISCHARGE TREATED WASTEWATER
Application No. NC 0004260 Date April 6, 1978
1 . SYNOPSIS OF APPLICATION
a. Name and Address of Applicant
Garlock, Inc. - Precision Seal Division
Post Office Box 2359
Gastonia, North Carolina 28052
b. Description of Applicant's Operation
The applicant presently owns and operates a domestic wastewater
treatment facility and an oil-water separator for the treatment of their
process wastewater.
c. Nature of Wastewater
Domestic, cooling water, and process wastewater consisting of
electroplating wastes, chemical etching wastes, phosphatizing wastes..
d. Applicant's Receiving Waters
Crowders Creek in the Catawba River Basin; classified "C"; suitable
for fish and wildlife propagation as well as for fishing, boating,
wading and any other usage requiring waters of a lower quality; the
7-day, 10-year low flow at this site is approximately 2.7 cfs.
e. Description of Existing and Proposed Pollution Abatement Facilities
The existing wastewater treatment facilities consist of a domestic
wastewater treatment plant and an industrial wastewater treatment
facility. The domestic wastewater treatment plant is a 14,000 gpd
extended aeration facility consisting of an influent bar screen,
aeration basin, secondary clarifier with sludge return, and chlorination
facilities. The existing wastewater treatment facility consists of
only a 2160 gallon oil-water separator.
The Company proposes to construct a new 148,000 gpd physical-chemical
wastewater treatment facility to be used in conjunction with the
existing wastewater treatment facilities in order to comply with
water quality standards for this point of discharge. The new
facilities will consist of an equalization basin, pH adjustment,
aeration and mixing, alum addition, lime addition, dissolved air
flotation with clarification, a small filter press for dewatering
sludge, and a final filtration system.

rage iwu
I
f. Description of Discharges
The following data was submitted in the Preliminary Engineering Report
submitted by the Consulting Engineers, Charles T. Main, Inc. , on
August 19, 1977.
Pollutants which are present in significant quantities or which are
subject to effluent limitation are as follows:
Effluent Characteristic Reported Load
(Specify Units)
Average Maximum
BOD5 11 .4 mg/1 19.1 mg/1
TSS 63.1 mg/1 194 mg/1
NH3 as N 1 .2 mg/1 2.0 mg/1
Oil and Grease 101 mg/1 350 mg/1
Phosphorous 4.9 lb/day 13.1 lb/day
Iron 8.3 lb/day 36.5 lb/day
Zinc 6.5 lb/day 23.1 lb/day
pH 8.3 s. u. 10 s.u.
2A. PROPOSED INTERIM EFFLUENT LIMITATIONS
The following set of interim effluent limitations should be contained in
the Special Order by Consent to be agreed upon and executed by the Company:
Effluent Characteristic Discharge Limitation
kg/day(lbs/day) Other Limitations
Daily Daily (Specify Units)
Average Maximum Average Maximum
Flow 0.190 MGD
BOD5 21 .6(47.5) 32.3(71 .3) 30 mg/l 45 mg/1
TSS 43.1 (95.1 ) 64.7(142.6) 60 mg/1 90 mg/1
NH3 as N 10.8(23.8) 18.0(39.6) 15 mg/1 25 mg/1
Fecal Coliform Bacteria(Geometric Mean) 1000/100 ml 2000/100 ml
Oil and Grease 21 .6(47.5) 32.3(71 .3) 30 mg/1 45 mg/1
Phenols 0.22(0.48) 0.36(0.79) 0.30 mg/1 0.50 mg/1
Cyanide 0.11 (0.24) 0.14(0.32) 0.15 mg/1 0.20 mg/1
Phosphorous 2.59(5.70) 3.90(8.60)
Chromium, Total 0.26(0.57) 0.39(0.86)
Copper 0.26(0.57) 0.39(0.86)
Iron 4.63(10.2) 6.94(15.3)
Zinc 3.63(8.00) 5.40(11 .9)
pH 6-10 s.u.
The temperature of the effluent shall be such as to not cause a temperature
in the receiving stream of more than 50F above ambient stream water
temperature.

Page Three
2B. PROPOSED FINAL EFFLUENT LIMITATIONS
The following set of final effluent limitations will be included in the
new NPDES Permit and will become enforceable if the Company fails to comply
with the terms and conditions of the Special Order by Consent.
Effluent Characteristic Discharge Limitation
kg/day(lbs/day) Other Limitations
Daily Daily (Specify Units)
Average Maximum Average Maximum
Flow 0.148 MGD
BOD5 16.8(37.0) 25.2(55.5) 30 mg/1 45 mg/1
TSS 16.8(37.0) 25.2(55.5) 30 mg/1 45 mg/1
NH3 as N 7.84(17.3) 11 .8(25.9) 14 mg/1 21 mg/1
Fecal Coliform Bacteria (Geometric Mean) 1000/100 ml 2000/100 ml
Oil and Grease 5.60(12.3) 8.40(18.5) 10 mg/1 15 mg/1
Phenols 0.11 (0.25) 0.11 (0.25) 0.20 mg/1 0.20 mg/1
Cyanide 0.06(0.12) 0.06(0.12) 0.10 mg/1 0.10 mg/1
Phosphorous 0.20(0.44) 0.40(0.88)
Chromium, Total 0.10(0.22) 0.20(0.44)
Copper 0.10(0.22) 0.20(0.44)
Iron 0.20(0.44) 0.40(0.88)
Zinc 0.10(0.22) 0.20(0.44)
pH 6-9 s.u.
The temperature of the effluent shall be such as to not cause a temperature
in the receiving stream of more than 5°F above ambient stream temperature.
3. MONITORING REQUIREMENTS
The applicant will be required to monitor regularly for flow and those
parameters limited in Section 2 above with sufficient frequency to insure
compliance with the permit conditions. Frequency, methods of sampling,
and reporting dates will be specified in the final permit.
4. PROPOSED COMPLIANCE SCHEDULE FOR ATTAINING EFFLUENT LIMITATIONS.
a. Begin construction on or before June 19, 1978.
b. Complete construction on or before March 30, 1979.
c. Attain operational level on or before May 4, 1979.
5. PROPOSED SPECIAL CONDITIONS WHICH WILL HAVE A SIGNIFICANT IMPACT ON THE
DISCHARGE
Compliance with final effluent limitations will be attained by May 4,
1979.

rayc l uu,
6. WATER QUALITY STANDARDS AND EFFLUENT STANDARDS APPLIED TO THE DISCHARGE
Effluent limitations are based on best practicable control technology
currently available and will meet State and Federal water quality
standards of Class "C" waters.
7. PROCEDURES FOR THE FORMULATION OF FINAL DETERMINATIONS
a. Comment Period
The Division of Environmental Management proposes to issue an NPDES permit
to this applicant subject to the effluent limitations and special conditions
outlined above. These determinations are tentative.
Interested persons are invited to submit written comments on the permit
application or on the Division of Environmental Management's proposed
determinations to the following address:
DIVISION OF ENVIRONMENTAL MANAGEMENT
WATER QUALITY SECTION
POST OFFICE BOX 27687
RALEIGH, NORTH CAROLINA 27611
All comments received prior to will be considered in the
formulation of final determinations with regard to this application.
b. Public Hearing
The Director of the Division of Environmental Management may hold a public
hearing if there is a significant degree of public interest in a proposed
permit or group of permits. Public notice of such a hearing will be
circulated in newspapers in the geographical area of the discharge and to
those on the Division of Environmental Management's mailing list at least
thirty days prior to the hearing.
Following the public hearing, the Director of the Division of Environmental
Management may make such modifications in the terms and conditions of the
proposed permit as may be appropriate and shall issue or deny the permit.
Notice of issuance or denial will be circulated to those who participated in
the hearing and to appropriate persons on the Division of Environmental
Management's mailing list.
If the permit is issued, it will become effective 30 days following date of
issuance and will be the final action of the Division of Environmental
Management unless an appeal hearing is granted.
c. Appeal Hearings
An applicant whose permit is denied, or is granted subject to conditions
he deems unacceptable, shall have the right to a hearing before the
Commission upon making written demand to the Director within 30 days
following notice of final decision to deny or grant the permit.

gage Five
d. Issuance of the Permit When No Hearings Are Held
If no public hearing or appeal hearing is held, and after review of the
comments received, the Division of Environmental Management's determinations
are substantially unchanged, the permit will issue and become effective
immediately. This will be the final action of the Division of Environmental
Management.
If no hearings are held, but there have been substantial changes, public
notice of the Division of Environmental Management's revised determinations
will be made. Following a 30-day comment period, the permit will issue and
become effective immediately and will be the final action of the Division of
Environmental Management, unless a public or appeal hearing is granted.

I
RECEIVED.
M�,NNREMflA
N Of ENVIRONMEN7RL •v an...�.•
JIM 1 1988
State of North Carolina
Dogrigaent of Natural Resources and Community Development
Division of Environmental Management
512 North Salisbury Street • Raleigh, North Carolina 27611
James G. Martin, Governor R. Paul Wilms
S. Thomas Rhodes, Secretary May 31, 1988 Director
Mr. Edward Linser, Jr .
Precision Seals , Inc .
PO Box 1767
Gastonia, NC 28052
Subject : Permit No . NC0004260
Precision Seals
Gaston County
Dear Mr. Linser :
In accordance with your application for discharge permit received on
November 2, 1987 , we are forwarding herewith the subject State - NPDES
permit . This permit is issued pursuant to the requirements of North Carolina
General Statute 143-215 . 1 and the Memorandum of Agreement between North
Carolina and the US Environmental Protection Agency dated December 6 , 1983 .
If any parts , measurement frequencies or sampling requirements
contained in this permit are unacceptable. to you, you may request a waiver
or modification pursuant to Regulation 15 NCAC 2B . 0508 (b) by written
request to the Director identifying the specific issues to be contended .
Unless such request is made within 30 days following receipt of this permit ,
this permit shall be final and binding . Should your request be denied , you
will have the right to request an adjudicatory hearing .
Please take notice that this permit is not transferable . Part II , B . 2 .
addresses the requirements to be followed in case of change in ownership or
control of this discharge .
This permit does not affect the legal requirement to obtain other
permits which may be required by the Division of Environmental Management or
permits required by the Division of Land Resources , Coastal Area Management
Act or any other Federal or Local governmental permit that may be required .
If you have any questions concerning this permit , please contact Mr .
Dale Overcash, at telephone number 919/733-5083 .
Sincerely ,
ORIGINAL SIGNED BY
FOR ARTHUFK MQPauul ERRY Wilms
cc : Mr . Jim Patrick, EPA
Pollution Prevention Pays
P.O. Box 27687, Raleigh, North Carolina 27611-7687 Telephone [phone]
An Eoual Onnortunity Affirmative

//r
Permit No. NC0004260
STATE OF NORTH CAROLINA
DEPARTMENT OF NATURAL RESOURCES AND COMMUNITY DEVELOPMENT
DIVISION OF ENVIRONMENTAL MANAGEMENT
PERMIT
To DISCHARGE WASTEWATER UNDER THE
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provisions of North Carolina General Statute 143-215. 1,
other lawful standards and regulations promulgated and adopted by the North Carolina
Environmental Management Commission, and the Federal Water Pollution Control Act, as
amended,
Precision Seals, Inc.
is hereby authorized to discharge wastewater from a facility located at
the intersection of U.S. Highway 321 and NCSR 1103
Gastonia
Gaston County
to receiving waters designated as Crowders Creek in the Catawba River Basin
in accordance with effluent limitations, monitoring requirements, and other
conditions set forth in Parts I, II, and III hereof.
This permit shall become effective June 1, 1988
This permit and the authorization to discharge shall expire at midnight on
May 31, 1993
Signed this day May 31, 1988 Of if ?i'4AL SIGNED
U(�t�.v BY
ARTHU R MQuBERRY
FOR
R. Paul Wilms, Director
Division of Environmental. Management
By Authority of the Environmental Management Commission

Permit No. NC0004260
SUPPLEMENT TO PERMIT COVER SHEET
Precision Seals, Inc.
is hereby authorized to:
1. continue to operate the existing 14,000 GPD domestic wastewater
treatment plant, which consists of a bar screen, aeration basin, secondary
clarifier with sludge return, and chlorination facilities, and the existing
oil and water separator and continue to operate a physical-chemical
wastewater treatment facility to be operated in conjunction with
the existing facility which consists of an equalization basin, pH
adjustment, alum and lime feed units and mixing basin, clarification, a
final filtration system, and sludge dewatering facilities located
at Precision Seals in Gaston County (See Part III of this Permit),
and
2. Discharge from said treatment works into Crowders Creek which is
classified Class "C" waters in the Catawba River Basin.

A. (1). EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS Final
During the period beginning on the effective date of the Permitand lasting until expiration, the
Permittee is authorized to discharge from outfall(s) serial number(s) 001. Such discharges shall be limited
and monitored by the Permittee as specified below:
Effluent Characteristics Discharge Limitations Monitoring Requirements •
Kg/day (lbs/day) Other Units (Specify) Measurement Sample *Sample
Daily Avg. Daily Max. Daily Avg. Daily Max. Frequency Type Location
Flow 0. 148 MGD Continuous Recording E
BOD, 5Day, 20 Degrees C 37.0 55.5 Weekly Composite E
Dissolved Oxygen (DO) Weekly Grab E, U, D
Total Suspended Solids 31.0 mg/1 60.0 mg/1 Weekly Composite E
NH3 as N 17.3 25.9 Weekly Composite E
Fecal Coliform 1000.0/100 ml 2000.0/100 ml Weekly Composite E, U, D
Oil and Grease 26.0 mg/1 52.0 mg/1 Daily Grab E
Temperature Daily Grab E, U, D
Phenols Monthly Grab E
Total Chromium 0. 15 mg/1 Weekly Composite E
Total Cadmium 0.028 mg/1 Weekly Composite E
Total Copper 2.07 mg/1 3.38 mg/1 Weekly Composite E
Total Lead 0. 14 mg/1 Weekly Composite E
Total Nickel 0. 70 mg/1 Weekly Composite E
Total Silver 0.24 mg/1 0.43 mg/1 Weekly Composite E
Total Zinc 1.48 mg/1 2.61 mg/1 Weekly Composite E
Cyanide 0.07 mg/1 Weekly Composite E
Iron Monthly Composite E
Conductivity Weekly Grab U, D
Total Nitrogen (NO2 + NO3 + TKN) Quarterly Composite E
Total Phosphorus Quarterly Composite E
Chronic Toxicity ** ** Quarterly Composite E
Total Residual Chlorine Daily Grab E
Total Toxic Organics*** 2. 13 mg/1 Weekly Composite E
(continued on next page)
M3 NC0004260

EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS - FINAL (continued)
* Sample locations: E - Effluent, I - Influent, U - Upstream, D - Downstream
** Chronic Toxicity (Ceriodaphnia) P/F at 7%, February, May, August, November, See Part III, Condition G.
*** In lieu of monitoring for TTO, the permitte may submit the following certification statement: "Based on
my inquiry of the person or persons directly responsible for managing compliance with the permit limitation for
total toxic organics, I certify that, to the best of my knowledge and belief, no dumping of consentrated toxic
organics into the wastewater has occurred since the filing of the last discharge monitoring report".
The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units and shall be
monitored daily at the effluent by grab sample.
There shall be no discharge of floating solids or visible foam in other than trace amounts.
M3
NC0004260

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

Part if
Page 1 of 14
PART II
STANDARD CONDITIONS FOR NPDES PERMITS
SECTION A. GENERAL CONDITIONS
1. Duty to Comply
The permittee must comply with all conditions of this permit. Any permit
noncompliance constitutes a violation of the Clean Water. Act and is grounds
for enforcement action; for permit termination, revocation and reissuance,
or modification; or foi denial of a permit renewal application.
2. Penalties for Violations of Permit Conditions
Any person who violates a permit condition is subject to a civil penalty not
to exceed $10,000 per day of such violation. Any person who willfully or
negligently violates a permit condition is guilty of a misdemeanor punishable
by a fine not to exceed $15,000 per day of violation, or by imprisonment
not to exceed six months or both.
3. Duty to Mitigate
The permittee shall take all reasonable steps to minimize any adverse impact
to navigable waters resulting from noncompliance with any effluent limitations
specified in this permit, including accelerated or additional monitoring as
necessary to determine the nature and impact of the noncomplying discharge.
4. Permit Modification
After notice and opportunity for a hearing pursuant to NCGS 143-215. 1(b)
(2) and NCGS 143-215. 1(e) respectively, this permit may be modified, suspended,
or revoked in whole or in part during its term for cause including, but not
limited to, the following:
a. Violation of any terms or conditions of this permit;
b. Obtaining this permit by misrepresentation or failure to disclose fully
all relevant facts;
c. A change in any condition that requires either a temporary or permanent
reduction or elimination of the authorized discharge; or
d. Information newly acquired by the Division indicating the discharge poses
a threat to human health or welfare.
If the permittee believes that any past or planned activity would be cause for
modification or revocation and reissuance, the permittee must report such
information to the Permit Issuing Authority. The submittal of a new application►

Part TI
Page 2 of 14
may be required of the permittee. The filing of a request by the permittee for
a permit modification, revocation and reissuance, or termination, or a
notification of planned changes or anticipated noncompi.iances, does not stay
any permit condition.
5. Toxic Pollutants
Notwithstanding Part II, A-4 above, if a toxic effluent standard or prohibition
(including any schedule of compliance specified in suc:.h effluent standard or
prohibition) is established under Section 307(a) of the Act for a toxic
pollutant which is present in the discharge, if such standard or prohibition
is more stringent than any limitation for such pollutant in this permit., this
permit shall be revised or modified in accordance with the toxic effluent
standard prohibition and the permittee so notified.
The permittee shall comply with effluent standards or prohibitions established
under Section 307(a) of the Clean Water Act for toxic pollutants within the
time provided in the regulations that establish those standards or prohibitions,
even if the permit has not yet been modified to incorporate the requirement.
6. Civil and Criminal Liability
Except as provided in permit conditions on "Bypassing" (Part II, B-3) and
"Power Failures" (Part II, B-6), nothing in this permit shall be construed
to relieve the permittee from any responsibilities, liabilities, or penalties
for noncompliance pursuant to NCGS 143-215.3, 143-215.6 or Section 309 of the
Federal Act, 33 USC 131.9. Furthermore, the permittee is responsible for
consequential damages, such as fish kills, even though the responsibility
for effective compliance may be temporarily suspended.
7. Oil and Hazardous Substance Liability
Nothing in t?cis permit shall be construed to preclude the institution of any
legal action or relieve the permittee from any responsibilities, liabilities,
or penalties to which the permittee is or may he subject to under NCGS
143-215. 75 at seq. or Section 311 of the Federal Act, 33 USG 1321 . Furthermore,
the permittee is responsible for consequential damages, such as fish kills,
even though the responsibility for effective compliance may be temporarily
suspended.
•
8. Property Rights
The issuance of this permit does not convey any property rights in either real
or personal property, or any exclusive privileges, nor does it authorize any
injury to private property or any invasion of personal rights, nor any
infringement of Federal, State or local laws or regulations.

Part II
Page 3 of 14
9. Onshore of Offshore Construction
This permit does not authorize or approve the construction of any onshore or
offshore physical structures or facilities or the undertaking of any work
in any navigable waters.
10. Severability
The provisions of this permit are severable, and if any provision of this
permit, or the application of any provision of this permit to any circumstances,
is held invalid, the application of such provision to other circumstances, and
the remainder of this permit, shall not be affected thereby:
l.l . Duty_to Provide Information
The permittee sha11 furnish to the Permit Issuing Authority, within a reason-
able time, any information which the Permit Issuing Authority may request
to determine whether cause exists for modifying, revoking and reissuing,
or terminating this permit or to determine compliance with this permit. The
permittee shall also furnish to the Permit Issuing Authority upon request,
copies of records required to be kept by this permit.
SECTION B. OPERATION AND MAINTENANCE OF POLLUTION CONTROLS
1. Proper Operation and Maintenance
The permittee shall at all times maintain in good working order and operate
as efficiently as possible all treatment or control facilities or systems
installed or used by the permittee to achieve compliance with the terms
and conditions of this permit.
2. Need to Halt or Reduce not a Defense
It shall not be a defense for a permittee in an enforcement action that it
would have been necessary to halt or reduce the permitted activity in
order to maintain compliance with the condition of this permit.
3. Bypassing
Any diversion from or bypass of facilities is prohibited, except (i) where
unavoidable to prevent loss of life or severe property damage, or (ii)
where excessive storm drainage or runoff would damage any facilities
necessary for compliance with the effluent limitations and prohibitions of this
permit. All permittees who have such sewer bypasses or overflows of this
discharge shall submit, not later than six months from the date of issuance
of this permit, detailed data or engineering estimates which identify:
a. The location of each sewer system bypass or overflow;
b. The frequency, duration and quantity of flow from each sewer system
bypass, or overflow.

Part II
Page 4 of 14
This requirement is waived where infiltration/inflow analyses are scheduled
to be performed as part of an Environmental Protection Agency facilities
planning project.
The permittee shall report by telephone to either the central office or
appropriate regional office of the Division as soon as possible, but in
no case more than 24 hours or on the next working day following the
occurrence or first knowledge of the occurrence of any division from or
bypass of facilities.
4. Upsets
"Upset" means an exceptional incident in which there is unintentional and
temporary noncompliance with technology based permit effluent limitations
because of factors beyond the reasonable control of the permittee. An upset
does not include noncompliance to the extent caused by operational error,
improperly designed treatment facilities, inadequate treatment: facilities,
lack of preventive maintenance, or careless or improper operation. An upset
constitutes an affirmative defense to an action brought for noncompliance
with such technology based permit limitation if the requirements of 40 CFR S
122.41(n)(3) are met.
5. Removed Substances
Solids, sludges, filter backwash, or other pollutants removed in the course of
treatment or control of wastewaters shall be disposed of in accordance with
NCGS 143-215. 1 and in a manner such as to prevent any pollutant from such
materials from entering waters of. the State or navigable waters of the United
States.
6. Power Failures
The permittee is responsible for maintaining adequate safeguards to prevent the
discharge of untreated or inadequately treated wastes during electrical power
failures either by means of alternate power sources, standby generators or
retention of inadequately treated effluent.
SECTION C. MONITORING AND RECORDS
1. Representative Sampling
Samples collected and measurements taken, as required herein, shall be
characteristic of the volume and nature of the permitted discharge. Samples
collected at a frequency less than daily shall be taken on a day and time that
is characteristic of the discharge over the entire period which the sample
represents. All samples shall be taken at the monitoring points specified in
this permit and, unless otherwise specified , before the effluent joins or is
diluted by any other wastestream, body of water, or substance. Monitoring points
shall not be changed without notification to and the approval of the Permit
Issuing Authority.

•
Part II
Page 5 of 14
2. Reporting
Monitoring results obtained during the previous month(s) shall be summarized for
each month and reported on a monthly Discharge Monitoring Report (DMR) Form
(DEM No. MR 1, 1. 1, 2, 3) or alternative forms approved by the Director, DEM,
postmarked no later than the 30th day following the completed reporting period.
The first DrIR is due on the last day of the month following the issuance of the
permit or in the case of a new facility, on the last day of the month following
the commencement of discharge. Duplicate signed copies of these, and all other
reports required herein, shall be submitted to the following address:
Division of Environmental Management
Water Quality Section
ATTENTION: Central Files
Post Office Box 27687
Raleigh, North Carolina 27611
3 Flow Measurements
Appropriate flow measurement devices and methods consistent with accepted
scientific practices shall be selected and used to insure the accuracy and
reliability of measurements of the volume of monitored discharges. The
devices shall be installed, calibrated and maintained to insure that the
accuracy of the measurements are consistent with the accepted capability of
that type of device. Devices selected shall be capable of measuring flows
with a maximum deviation of less than + 10% from the true discharge rates
throughout the range of expected discharge volumes. Once-through condenser
cooling water flow which is monitored by pump logs, or pump hour meters as
specified in Part I of this permit and based on the manufacturer's pump
curves shall not be subject to this requirement.
4. Test Procedures
Test procedures for the analysis of pollutants shall conform to the EMC
regulations published pursuant to NCGS 143-215.63 et seq, the Water and Air
Quality Reporting Acts, and to regulations published pursuant to Section 304(g),
33 USC 1314, of the Federal Water Pollution Control Act, as Amended, and
Regulation 40 CFR 136.
5. Penalties for Tampering
The Clean Water Act provides that any person who falsifies, tampers with, or
knowingly renders inaccurate, any monitoring device or method required to be
maintained under this permit shall, upon conviction, by punished by a fine of
not more than $10,000 per violation, or by imprisonment for not more than
six months per violation, or by both.

Part II
Page 6 of 14
6. Records Retention
All records and information resulting from the monitoring activities required by
this permit including all records of analyses performed and calibration and
maintenance of instrumentation and recordings from continuous monitoring
instrumentation shall be retained for a minimum of three (3) years by the
permittee. Thisperiod of retention shall be extended during the course
of any unresolved litigation or if requested by the Division of Environmental
Management or the Regional Administrator of the Environmental Protection Agency.
7. Recording_Resul.ts
For each measurement or sample taken pursuant to the requirements of this
permit, the permittee shall record the following information:
a. The exact place, date, and time of sampling;
b. The dates the analyses were performed;
c. The person(s) who performed the analyses; and
d. The results of such analyses.
8. Right of Entry
The permittee shall allow the Director of the Division of Environmental -
Management, the Regional Administrator, and/or their authorized representatives,
upon the presentations of credentials:
a. To enter upon the permittee's premises where an effluent source is located
or in which any records are required to be kept under the terms and
conditions of this permit; and
' b. At rertsonable times to have access to and copy any records required to he
kept under the terms and conditions of this permit; to inspect any
monitoring equipment or monitoring method required i.n this permit; and
to sample any discharge of pollutants.
SECTION D. REPORTING REQUIREMENTS
1. Change in Discharge
All discharges authorized herein shall be consistent with the terms and
conditions of this permit. The discharge of any pollutant identified in
this permit more frequently than or at a level in excess of that authorized
shall constitute a violation of the permit. Any anticipated facility
expansions, production increases, or process modifications which will result

Part II
Page 7 of 14
in new, different, or increased discharges of pollutants must be reported by
submission of a new NPDES application or, if such changes will not violate
the effluent limitations specified in this permit, by notice to the DEM of
such changes. Following such notice, the permit may be modified to specify
and limit any pollutants not previously limited.
2. Anticipated Noncompliance
The permittee shall give notice to the Permit Issuing Authority of any planned
change in the permitted facility or activity which may result in noncompliance
with permit requirements. Any maintenance cf facilities, which might
necessitate unavoidable interruption of operation and degradation of effluent
quality, shall he scheduled during noncritical water quality periods and carried
out in a manner approved by the Permit Issuing Authority.
3. Transfer of Ownership or Control
This permit is not transferable. In the event of any change in name, control
or ownership of facilities from which the authorized discharge emanates or is
contemplated, the permittee shall notify the prospective owner or controller by
letter of the existence of this permit and of the need to obtain a permit in the
name of the prospective owner. A copy of the letter shall be forwarded to the
Division of Environmental Management.
4. Additional Monitoring by Permittee
If the permittee monitors any pollutant at the location(s) designated herein
more frequently than required by this permit, using approved analytical methods
as specified above, the results of such monitoring shall be included in the
calculation and reporting of the values is required in the DMR. Such increased
frequency shall also be indicated. The DEM may require more frequent monitoring
or the monitoring of other pollutants not required in this permit by written
notification.
5. Averaging of Measurements
Calculations for limitations which require averaging of measurements shall
utilize an arithmetic mean unless otherwise specified by the Permit Issuing
Authority in the permit.
6. Noncompliance Notification
The permittee shall report by telephone to either the central office or the
appropriate regional office of the Division as soon as possible, but in
no case more than 24 hours or on the next working day following the
occurrence or first knowledge of the occurrence of any of the following:

Part II
Page 8 of 14
a. Any occurrence at the water pollution control facility which results in
the discharge of significant amounts of wastes which are abnormal in
quantity or characteristic, such as the dumping of the contents of a
• sludge digester; the known passage of a slug of hazardous substance
through the facility; or any other unusual circumstances.
b. Any process unit failure, due to known or unknown reasons, that render
the facility incapable of adequate wastewater treatment such as mechanical
or electrical failures of pumps, aerators, compressors, etc.
c. Any failure of a pumping station, sewer line, or treatment facility
resulting in a by-pass directly to receiving waters without treatment
of all or any portion of the influent to such station or facility.
d. Any time that self-monitoring information indicates that the facility has
gone out of compliance with its NPDES permit limitations.
Persons reporting such occurrences by telephone shall also file a written
report in letter form within 15 days following first knowledge of the
occurrence.
7. Changes in Discharges of Toxic Substances:
The permittee shall notify the Permit Issuing Authority as soon as it knows or
has reason to believe:
• a. That any activity has occurred or will occur which would result in the
discharge, on a routine or frequent basis, of any toxic substance(s) (listed
at 40 CFR S 122, Appendix D, Table II and III) which is not limited in the
permit, if that discharge will exceed the highest of the following
"notification levels".
(1) One hundred micrograms per liter (100 ug/1);
(2) Two hundred micrograms per liter (200 ug/l) for acrolein and
acrylonitrile; five hundred micrograms per liter (500 ugh].)
for 2,4-dinitrophenol and for 2-methyl-4,6-dinitrophenol; and one
milligram per liter (1 mg/1) for antimony; or
(3) Five (5) times the maximum concentration value reported for that
pollutant(s) in the permit application.
b. That any activity has occurred or will occur which would result in any
discharge, on a non-routine or infrequent basis, of a toxic pollutant
(listed at 40 CFR S 122, Appendix D. Table II and III) which is not
limited in the permit, if that discharge will exceed the highest of the
following "notification levels":

Part II
Page 9 of 14
(1) Five hundred micrograms per liter (500 ug/1);
(2) One milligram per liter (1 mg/1) for antimony; or
(3) Ten (10) times the maximum concentration value reported for that
pollutant(s) in the permit application.
8. Expiration of Permit
Permittee is not authorized to discharge after the expiration date. In order to
receive authorization to discharge beyond the expiration date, the permittee
shall submit such information, forms, and fees as are required by the agency
authorized to issue permits no later than 180 days-prior to the expiration date.
Any discharge without a permit after the expiration will subject the permittee
to enforcement procedures as provided in NCGS 143-215.6 and 33 USC 1251 et seq.
9. Signatory Requirements
All applications, reports, or information submitted to the Permit Issuing
Authority shall be signed and certified.
a. All permit applications shall be signed as follows:
(1) For a corporation: by a responsible corporate officer. For the
purpose of this Section, a responsible corporate officer means:
(a) a president, secretary, treasurer or vice president of the
corporation in charge of a principal business function, or any
other person who performs similar policy or decision making
functions for the corporation, or (b) the manager of one or more
manufacturing production or operating facilities employing more
than 250 persons or having gross annual sales or expenditures
exceeding 25 million (in second quarter 1980 dollars), if authority
to sign documents has been assigned or delegated to the manager in
accordance with corporate procedures.
(2) For a partnership or sole proprietorship: by a general partner or
the proprietor, respectively; or
(3) For a municipality, State, Federal, or other public agency: by either
a principal executive officer or ranking elected official.
b. All reports required by the permit and other information requested by the
Permit Issuing Authority shall be signed by a person described above or by
a duly authorized representative of that person. A person is a duly
authorized representative only if:
(1) The authorization is made in writing by a person described above;
(2) The authorization specified either an individual or a position having
responsibility for the overall operation of the regulated facility or
activity, such as the position of plant manager, operator of a well or

Part II
Page 10 of 14
well field, superintendent, a position of equivalent responsibility,
or an individual or position having overall responsibility for environ-
mental matters for the company. (A duly authorized representative
may thus be either a named individual or any individual occupying a
named position. ); and
(3) The written authorization is submitted to the Permit Issuing Authority.
c. Certification. Any person signing a document under paragraphs a. or b. of
this section shall making the following certification:
"I certify, under penalty of law, that this document and all attachments
were prepared under my direction or supervision in accordance with a system
designed to assure that qualified personnel properly gather and evaluate the
information submitted. Based on my inquiry of the person or persons who
manage the system, or those persons directly responsible for gathering the
information, the information submitted is, to the best of my knowledge and
believe, 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."
10. Availability of Reports
Except for data determined to be confidential under NCGS 143-215.3(a) (2) or
Section 308 of the Federal Act, 33 USC 1318, all reports prepared in accordance
with the terms shall be available for public inspection at the offices of the
Division of Environmental Management. As required by the Act, effluent data
shall not be considered confidential . Knowingly making any false statement on
any such report may result in the imposition of criminal penalties as provided
for in NCGS 143-215. 1(b) (2) or in Section 309 of the Federal Act.
11. Penalties for Falsification of Reports
The Clean Water Act provides that any person who knowingly makes any false
statement, representation, or Certification in any record or other document
submitted or required to be maintained under this permit., including monitoring
reports or reports of compliance or noncompliance shall, upon conviction, be
punished by a fine of not more than $10,000 per violation, or by imprisonment
for not more than six months per violation, or by both.
SECTION E. DEFINITION
1. Permit Issuing Authority
The Director of the Division of Environmental Management.
2. DEM or Division
Means the Division of Environmental Management, Department of Natural
Resources and Community Development.

Part II
Page 11 of 14
3. EMC:
Used herein means the North Carolina Environmental Management Commission.
4. Act or "the Act"
The Federal Water Pollution Control Act, also known as the Clean Water Act, as
amended, 33 USC 1251, et. seq.
5. Mass/Day Measurements
a. The "monthly average discharge: is defined as the total mass of all
daily discharges sampled and/or measured during a calendar month on
which daily discharges are sample and measured, divided by the number
of daily discharges samples and/or measured during such month. It is
therefore, an arithmetic mean found by adding the weights of the
pollutant found each day of the month and then dividing this sum by
the number of days the tests were reported. The limitation is
identified as "Daily Average" or "Monthly Average" in Part I of the
permit.
b. The "weekly average discharge" is defined as the total mass of
all daily discharges sampled and/or measured during the calendar week
(Sunday-Saturday) on which daily discharges are sampled and measured,
divided by the number of daily discharges samples and/or measured
during such week. It is, therefore, an arithmetic mean found by
adding the weights of pollutants found each day of the week and then
dividing this sum by the number of days the tests were reported. This
limitation is identified as "Weekly Average" in Part T of the permit.
c. The "maximum daily discharge" is the total mass (weight.) of a
pollutant discharged during a calendar day. If only one sample is
taken during any calendar day the weight of pollutant calculated from
it is the "maximum daily discharge." This limitation is identified as
"Daily Maximum," in Part I of the permit.
d. The "average annual discharge" is defined as the total mass of all
daily discharges sample and/or measured during the calendar year on
which daily discharges are sampled and measured, divided by the number
of daily discharges sampled and/or measured during such year. It is,
therefore, an arithmetic mean found by adding the weights of
pollutants found each day of the year and then dividing this sum by the
number of days the tests were reported. This limitation is defined as
"Annual Average" in Part I of the permit.

Part II
Page 12 of 14
6. Concentration Measurement
a. The "average monthly concentration," other than for fecal coliform
bacteria, is the sum of the concentrations of all daily discharges
samples and/or measured during a calendar month on which daily discharges
are sampled and measured, divided by the number of daily discharges sampled
and/or measured during such month (arithmetic mean of the daily
concentration values) . The daily concentration value is equal to the
concentration of a composite sample or in the case of grab samples is the
arithmetic mean (weighted by flow value) of all the samples collected
during that calendar day. The average monthly count for fecal coliform
bacteria is the geometric mean of the counts for samples collected during a
calendar month. This limitation is identified as "Monthly Average" or
"Daily Average" under "Other Limits" in Part I of the permit.
b. The "average weekly concentration," other than for fecal coliform bacteria,
is the sum of the concentrations of all daily discharges sampled and/or
measured during a calendar week (Sunday/Saturday) on which daily discharges
are sampled and measured divided by the number of daily discharges sampled
and/or measured during such week (arithmetic mean of the daily
concentration values) . The daily concentration value is equal to the
concentration of a composite sample or in the case of grab samples is the
arithmetic mean (weighted by flow value) of all the samples collected during
that calendar day. The average weekly count for fecal coliform bacteria is
the geometric mean of the counts for samples collected during a calendar
week. This limitation is identified as "Weekly Average" under "Other
Limits" in Part I of the permit.
c. The "maximum daily concentration" is the concentration of a pollutant
discharge during a calendar day. It is identified as "Daily Maximum"
under "Other Limits" in Part I of the permit.
d. The "average annual concentration," other than for fecal coliform bacteria,
is the sum of the concentrations of all daily discharges sampled and/or
measured during a calendar year on which daily discharges are sampled and
measured divided by the number of daily discharges sampled and/or measured
during such year (arithmetic mean of the daily concentration values) . The
daily concentration value is equal to the concentration of a composite
sample or in the case of grab samples is the arithmetic mean (weighted by
flow value) of all the samples collected during that calendar day. The
average yearly count for fecal coliform bacteria is the geometric mean
of the counts for samples collected during a calendar year. This limitation
is identified as "Annual Average" under "Other Limits" in Port I of the
permit.

Part II
Page 13 of 14
7. Other Measurements
a. Flow, (MGD): The flow limit expressed in this permit is the 24 hours
average flow, averaged monthly. It is determined as the arithmetic mean
of the total daily flows recorded during the calendar month.
b. An "instantaneous flow measurement" is a measure of flow taken at the time
of sampling, when both the sample and flow will be representative of the
total discharge.
8. Types of Samples
a. Composite Sample: These samples consist of grab samples collected at
equal intervals and combined proportional to flow, a sample continuously
collected proportionally to flow, or equal volumes taken at varying time
intervals. If a composite sample is obtained from grab samples, the
following requirements apply. The intervals between influent grab
samples shall be no greater than hourly. Intervals between effluent grab
samples shall be no greater than hourly except where the detention time
of the wastewater in the facility is greater than 24 hours, in which
case, the interval between grab samples shall be no greater in number of
hours than the detention time in number of days; provided, however, in
no case may the time between effluent grab samples be greater than six
hours nor the number of grab samples less than four during any discharge
period of 24 hours or less.
b. Grab Sample: Grab samples are individual samples collected over a
period of time not exceeding 15 minutes; the grab sample can be taken
manually.
9. Calculation of Means
a. Arithmetic Mean: The arithmetic mean of any set of values is the summation
of the individual values divided by the number of individual values.
b. Geometric Mean: The geometric mean of any set of values is the Nth root of
the product of the individual values where N is equal to the number of
individual values. The geometric mean is equivalent to the antilog of
the arithmetic mean of the logarithms of the individual values. For
purposes of calculating the geometric mean, values of zero (0) shall be
considered to be one (1).
c. Weighted by Flow Value: Weighted by flow value means the summation of each
concentration times its respective flow divided by the summation of the
respective flows.

•
Part II
Page 14 of 14
10. Calendar Day
A calendar day is defined as the period from midnight of one day until midnight
of the next day. However, for purposes of this permit, any consecutive 24-hour
period that reasonably represents the calendar day may be used for sampling.
11. Hazardous Substance
A hazardous substance means any substance designated under 40 CFR Part 116
pursuant to Section 311 of the Clean Water Act.
12. Toxic Pollutant
A toxic pollutant is any pollutant listed as toxic under Section 307(a)(1) of
the Clean Water Act.

PART III
OTHER REQUIREMENTS
A. Previous Permits
All previous State water quality permits issued to this facility, whether for
construction or operation or discharge, are hereby revoked by issuance of this
permit. The conditions, requirements, terms, and provisions of this permit
authorizing discharge under the National Pollutant Discharge Elimination
System govern discharges from this facility.
B. Construction
No construction of wastewater treatment facilities or additions thereto shall
be begun until Final Plans and Specifications have been submitted to the
Division of Environmental Management and written approval and Authorization
to Construct has been issued.
C. Certified Operator
Pursuant to Chapter 90A of North Carolina General Statutes, the permittee shall
employ a certified wastewater treatment plant operator in responsible charge
of the wastewater treatment facilities. Such operator must hold a certification
of the grade equivalent to or greater than the classification assigned to the
wastewater treatment facilities.
D. Groundwater Monitoring
The permittee shall, upon written notice from the Director of the Division of
Environmental Management, conduct groundwater monitoring as may be required
to determine the compliance of this NPDES permitted facility with the current
groundwater standards.
E. Limitations Reopener
This permit shall be modified or alternatively, revoked and reissued, to comply
with any applicable effluent guideline or water quality standard issued or
approved under Sections 302(b) (2) (c), and. (d), 304(b) (2), and 307(a) (2)
of the Clean Water Act, if the effluent guideline or water quality standard
so issued or approved:
1. contains different conditions or is otherwise more stringent than any
effluent limitation in the permit; or
2. controls any pollutant not limited in the permit.
The permit as modified or reissued under this paragraph shall also contain any
other requirements in the Act then applicable.

Part III
Permit No . NC0004260
F. Toxicity Reopener
This permit shall be modified , or revoked and reissued to
incorporate toxicity limitations and monitoring requirements in the
event toxicity testing or other studies conducted on the effluent or
receiving stream indicate that detrimental effects may be expected
in the receiving stream as a result of this discharge .
G. Chronic Toxicity Testing Requirement
The effluent discharge shall at no time exhibit chronic toxicity
using test procedures outlined in:
1 . The North Carolina Cerioda2hnia chronic effluent bioassay
procedure (North Carolina Chronic Bioassay Procedure - Revised
*February 1987) or subsequent versions .
The effluent concentration at which there may be no observable
inhibition of reproduction or significant mortality is 77 (defined
as treatment two in the North Carolina procedure document) . The
permit holder shall perform quarterly monitoring using this
procedure to establish compliance with the permit condition. The
first test will be performed after thirty days from issuance of this
permit during the months of February, May, August , November .
Effluent sampling for this testing shall be performed at the NPDFS
permitted final effluent discharge below all treatment processes .
All toxicity testing results required as part of this permit
condition will be entered on the Effluent Discharge Monitoring Form
(MR-1) for the month in which it was performed , using the parameter
code TGP3B . Additionally, DEM Form AT-1 (original) is to be sent to
the following address :
Technical Services Branch
North Carolina Division of Environmental Management
PO Box 27687
Raleigh, North Carolina 27611-7687
Test data shall be complete and accurate and include all supporting
chemical/physical measurements performed in association with the
toxicity tests , as well as all dose/response data . Total residual
chlorine of the effluent toxicity sample must be measured and
reported if chlorine is employed for disinfection of the waste
stream.
Should any test data from this monitoring requirement or tests
performed by the North Carolina Division of Environmental Management
indicate potential impacts to the receiving stream , this permit may
be reopened and modified to include alternate monitoring
requirements or limitations .

J ♦ - r w
Part III
Permit No . NC0004260
Note : Failure to achieve test conditions as specified in th'e cited
document , such as minimum control organism survival and appropriate
environmental controls , shall constitute an invalid test and will
require immediate retesting (within 30 days of initial monitoring
event ) . Failure to submit suitable test results will constitute
non-compliance with monitoring requirements .

#Lt
NPDES WASTE LOAD ALLOCATION `"'�
\ \
Facriuirrility NKifS:. : ; 'PI ' :t T Jia!' erg Date: 3 -/�— Z
e �
c� Existing at NC CDC10 4.24 0 Pipe No. : C?O / County: �-
it
.; ..+ er ~t No. .
Proposed w
Design Capa t ' 5 t" r ' Industrial (% of-Flow 90 Uome8tic % of Flow) : /0
'+� :t ip . Ue .�� ,,,
Receiving_Stream: Class: C- Sub-Basin Q 3 h$' 3
' - 1-: 4:I.:
' '' "�Re ional Office 14/� 4
03
videtetcuLc LAGS Quad:= 7i� � L✓ (Please attach) 'Requestor:• ,• �: ��^��� � $
(Guideline limitations, if applicable, are to be listed on the back of this form)cm
Design Temp. : it dG Drainage Area: 3 .Fit . 7-- i ` Avg. Streamflow: """
-7Q10: .2 . -2 r/t Winter 7Q10: - :; 1 30_Q2:: . / V Z S
aLocation of D.O.minimum (miles below outfall) • 0 }Slope:
E Velocity (fps) : 0. 3 K1 (base e, per day, 200C) : ©. CO , K2 (base e, per day, 20°C) • 1. es""
.. ' y' _. Tr ..
s Effluent Monthly Effluent Monthly "
a) Characteristics Average Comments Characteristics Average Coumnents..
CU•
=
V 1
d __
•
Original Allocation /0dchat O Vl
Revised Allocation Date(s) of Re Vision )
(Please attach previous allocation)
5/ epa red By: I.C.0-� 3 Reviewed By: -- Date: V "7�z-

',IL'
WASTE LOAD ALLOCATION APPROVAL FORM
.I
l Facility Name: Garlock, Inc. , Precision Seal
i County: Gaston Sub-basin: 03-0B-3/
Regional Office: MRO Requestor: Larry Coble
Type of Wastewater: Industrial 90 %
Domestic 10 %
If industrial, specify type(s) of industry: zinc phosphati4ing. chrome plating
Receiving stream: Crowders Creek Class: C
Other stream(s) affected: Class:
7Q10 flow at point of discharge: 2.6 cfs
30Q2 flow at point: of discharge:
Natural stream drainage area at discharge point:
Qw = 0.148 MGD Recommended Effluent Limitations
Daily Avg. Daily Max.
Conc. Load Conc. Load
BOD5 37 #/day 55.5 #/day BPT
Fecal Coli 1000/100 ml 2000/100 ml WQ
TSS 30 mg/1 37#/day 45 mg/1 55.5 #/day BPT
NH3-N 14 mg/1 17.3 #/day 21 mg/1 25.9#/day BPT
pH 6-9 SU BPT
Oil & Grease 10 mg/1 12.3 #/day 15 mg/1 18.5 #/day BPT
Phenols 0.20mg/1 0.25 #/day 0.2 mg/1 0.2 #/day BPT
Cyanide 0.10 mg/1. 0.12 #/day 0.10 mg/1 0.12 #/day BPT
Tot. Chrom. 0.22 #/day 0.44 #/day BPT
) Copper 0.22 #/day 0.44 #/day BPT
Iron 0.44#/day 0.88 #/day BPT
Phosphorus 0.44 #/day 0.88 #/day BPT
Zinc 0.22 #/day 0.44 #/day BPT
This allocation is: / / for a proposed facility
/ / for a new (existing) facility
/y* a revision of existing limitations BOD5 in #/day only
/ / a confirmation of existing limitations
' Recommended and reviewed by:
y4/LI C. Date: 2_-
Head, Techncial Services Branch /kd4 Date: C /1lr2
Reviewed by:
Regional Supervisor be i Date: 2 -/-L
Permits Manager 4Cr / Date: .57.21/4�.
r /
Approved by: i� j n
Division Director V�l , (2 Date: 4/ d'c2
d

NPDES WASTE AD ALLOCATION
PERMIT NO.: NCo0 0 1CCO �- Modeler Date Rec. .�
/ --C_, l l Z� VI 1 4 3 4333
FACILITY NAME: /2.-cc,s,c-s, -"5-n, Zs/ .7.'4
(mi2)
Facility Status: �� PROPOSED Drainage Area 35.6 Avg. Streamflow (cfs): gZ-7
(circle owe)__i 3. �',o ! .S
/
7Q10 (cfs) Winter 7Q10 (cfs) 30Q2 (cfs)
Permit Status:' RE74EWAt MODIFICATION UNPERw'rrED NEW
(circis mug)�., A11 Toxicity Limits: IWC 7 5 (cards oils) Acute / Chronic
Malor __Minor n
Pipe No• UU / sins RFC Instream Monitoring: �•
Design Capacity (MGD): / � 'v'G'' N°FfN,� ���
Parameters� 1tr / Z ., FQ `ti"-' ` cam.,
'gyp C I/
Domestic (5 of Flow): 14 °7o Mai .22 4eEmaii Upstream Y Location
�� B
'���s °3
8
Industrial (S of Flow): 90 7') • Rf°'°NfS Downstream Y Location Cm'', °- '' 1'-^' q `�`S `J
Comments: , 'een 4,C} 6secl cn 'ems-/ Qc4J ,Re. e Fes, a
•5 4 oae G P/J w, 67000 g`.rJ �o G)/7 C.,I
AVPI" "NJ •gt+-/ , NC.. /./ Effluent EifftgNF �w Mo. .
Characteristics No.Av5 l Dt. frk x ch+•a� AybMax.. M
RECEIVING STREAM: -7racx4/..s e'er /c BOD5 (41/40 37 ((5P1)i 5S.S L 4CM,S/R) - - - 0'.Li
Class: C NH -N /L) 17 3(13P7) Wa ( -
Sub-Basin: D 3 a a" 3 7 I�N� mil
(( D.O. (mg/1) S,7u1,,�(,�(Q) 6.24 0.43
Reference USGS Quad: _ please attach! cep'
County: C;G.#sh TSS (mg/1) 3/ c. 0 Zidc,(MS/i) I.4I Z41
Ciil
F. Col. (/100m1)
Regional Office: As Fa P., ) Re Wa Wi WS I o 0 U (u1Q� Zo ail .o,.h(µ�l) - - - o.ei
)
Weeks ewe) pH (SU) 6-1(0479 (.-9 7'T ) e/� ----- ;..I 3
�►m„
Requested By: / ., .J L,(.:,7 Date: ///5-18 7 O`/i GA1r4.- (*;/9 24 (SAT) 5Z Cam.. (lit j(t) -- - - - O.o a8 WOWOPrepared By: 2 3/c 4 Date: /Vg7 (hi) - _ _ - o.15(cJv
Reviewed By: Date: • CA5 L 54e) 2.07(8 3,3i _
iss o m me nts: "'"r4' P� `-'
,3 a/ 80 &x i k1 ifs IA)/ Firs&1 C-Aottes ry/avAr1Is,./ MJf p

FOR APPROPRIATE DISCHARGERS, LIST COMPLETE GUIDELINE LIMITATIONS BELOW
Effluent Characteristics Monthly Daily
Average Maximum Comments
T 6 / e'ccdm.;Uai f>, a G ,r5/1 6 , (o `f Atjii
ei4,0044.40i f , 7 / . 7 1
e`pie' . a . o -7 i 3 . 3 6.
Les •r 6, y3 & 6 1
41/4-he 1 a. 3 k _ 3, 9 "'
6, le,c• a , as'! G, L/ 3
(504,de 6. 65- / , odd
1-To -- - ,2 , / 3
G. / t6. jG a. 6 6- A
r.55 3 , 60
Rfl --1 .0. 6 _ , s, u.
Type of Product Produced Lbs/Day Produced Effluent Guideline Reference
/Ka..s.,PG kiri a/ Oil Sc
in4c Litj A!I'l E ,5rn:/CA. '*,COCA Li 33 , /`l /3/47- 6/S-4

' --
- '
Request No . :4333
'
- -------------- WASTELOAD ALLOCATION' APPROVAL FORM --------------_- - --
-
Permit Number : NC0004260
Facility Name : PRECISION SEALS, INC.
Type of Waste : 10% DOMESTIC; 90% INDUKRIAL
Status : EXISTING
Receiving Stream : CROWDERS CREEK
Stream Clast : C
Subbasin : 030837 '
County : GASTO Drainage Area (sq mi ) : 35.6
Regional Office : MRO Average Flow (cfs/ : 02.7
Requestor : CHREM, Summer 7010 (cfs) : 3,
Date of Request : 11/24y87 Winter 7010 /cfs) 1 8.
Qum : 014NW 3002 (cfs> : 1 ! .5
----- -------------------- RECOMMENDED EFFLUENT LIMITS ------------------------
: MO. AVG DA. MAX MO.AVG DA. MAX
Wasteflow (mgd) : 0' 148 0. 148 Lead (mg/1 ) ---- 0' 1+
5-Day BOD (#/d ) : 37 COM9 55'5 Nickel (Mg/1 ) ----44)0'70
Ammonia Nitrogen (#/d) : 17.30VT 25.9 Silver (mg/l ) 0.24-_-� 0.43
Fecal Coliform (0/100ml ) : 1000(m�0 2000 Zinc (mg/l ) 1 .4G � '' 2.&1
TSS (mg/1 ) : 3 1 CIMI 60 Cyanide (mg/l ) --'--^ ' 0.07
Oil & Grease (mg/l ) : 26 QM0 52 TTO vmg/l ) - ---- 2' 13
PH (SU) : 6 ( 6-9 '
Cadmium (mg/l ) : 0.028
Chromium (mg/l ) : ---- 0, 15 �� �� ]m��� �� �����&�
' DENaTCES AND
Copper (mg/1 ) : 2'07W) 3'3S 0031»lUNUIY DDVELOr891rNT
--------------------------
—� MONITORING .....................
Upstream (04) : Y Location: BRIDGE AT SR1103
Downstream (Y/N) : Y Location: 2.5 MI DOWNST ���Of [ORn- r&JAR t 7V0�
RZIUAL URCE
----------------- ----- COMMENTS ----------------------------------
THIS FACILITY INTERACTS WITH THE PROPOSED CROWDERS MOUNTAIN MHP. RECOMMEND
MONITORING FOR PHENOLS, IRON,& PHOSPHORUS. RECOMMEND INSTREAM MONITORING FOR
TEMPERATURE,D.O. ,FECAL COLIFORM, AND CONDUCTIVITY. MONITORING SHALL BE WEEKLY
IN THE SUMMER AND MONTHLY IN THE WINTER.
**TOXICITY LIMITS ATTACHED**
Al`P ��8L ^w J $At RA . 7T �� � Doe� f J� w° ? �m
____________________________ �m�_ ____ ___' _ _________ ° --------------------------
Recommended byDate
Reviewed by: &/ �� '
�
Tech . Support Supervisor Date
Regional Supervisor Date __
Permits & Engineering _______ Date JIM;—__
&8A R i � 1988
n�

•
5c.. s,a.J ��I S permitRnit �l NC doo qZ
Facility Name 1f �o
CHRONIC TOXICITY TESTING REQUIREMENT(QRTRLY)
The effluent discharge shall at no time exhibit chronic toxicity using test procedures outlined in:
1.) The North Carolina Ceriodaphnia chronic effluent bioassay procedure(North Carolina Chronic
Bioassay Procedure -Revised *February 1987)or subsequent versions.
The effluent concentration at which there may be no observable inhibition of reproduction or
significant mortality is 7 %(defined as treatment two'in the North Carolina procedure
document). The permit holder shall perform guarter(y mbnitoring using this procedure to establish
compliance with the permit condition. The first test will be performed after thirty days from
issuance of this permit during the months of Fib AL5 Nov . Effluent
sampling for this testing shall be performed at the NP)7ES permitted final effluent discharge below
all treatment processes.
All toxicity testing results required as part of this permit condition will be entered on the Effluent
Discharge Monitoring Form (MR-1) for the month in which it was performed, using the parameter
code TGP3B. Additionally,DEM Form AT-1 (original) is to be sent to the following address:
Attention: Technical Services Branch
North Carolina Division of
• Environmental Management
P.O. Box 27687
Raleigh, N.C. 27611
Test data shall be complete and accurate and include all supporting chemical/physical measurements
performed in association with the toxicity tests, as well as all dose/response data. Total residual
- chlorine of the effluent toxicity sample must be measured and reported if chlorine is employed for
disinfection of the waste stream.
Should any test data from this monitoring requirement or tests performed by the North Carolina
Division of Environmental Management indicate potential impacts to the receiving stream, this
permit may be re-opened and modified to include alternate monitoring requirements or limits.
NOTE: Failure to achieve test conditions as specified in the cited document, such as minimum
control organism survival and appropriate environmental controls, shall constitute an invalid test
and will require immediate retesting(within 30 days of initial monitoring event). Failure to submit
suitable test results will constitute a failure of permit condition.
7Q10 3 cfs
Permitted Flow o. 1 S MGD Recommended by:
IWC% 7
Basin&Sub-basin GTI3 37 yt
Receiving Stream C-rin itws L,nLk az,
County 6-4s4,l ate ) Z t• ; 3 /t 8
**Chronic Toxicity (Ceriodaphnia) P/F at 7 %, 6.4 /Gf,M,4u$ /Vv�, See Part 3 , Condition Cr'

p'\-1 F16 / )1'1-
7 , I''' 74
REC7 " " ..) ..!`^",
sarisioN OF ENVIRONMENtAL MANAbtM K Z-g n
3 4 _
JUN 1988 ,,
/ }X
MOORESVtLLE
REGIONAL OE5Gt
State of North Carolina
Department of Natural Resources and Community Development
Division of Environmental Management
512 North Salisbury Street • Raleigh, North Carolina 27611
James G. Martin, Governor R. Paul Wilms •
S. Thomas Rhodes, Seurtary
June 2 , 1988 Director
Mr . Earl G. Staley
Environmental Control Engineer
Precision Seals , Inc .
PO Box 1767
Gastonia , NC 28053-1767
Subject : Permit Modification Request
NPDES Permit No. NC0004260
Precision Seals , Inc .
Gaston County
Dear Mr . Staley :
On May 23 , 1988, the Division of Environmental Management (DEM)
received your letter requesting a modification of the draft permit .
•
• The letter specifically requests the DEM to reduce the monitoring
frequency for oil and grease from daily to weekly. Due to the routing
procedures within the DEM, your final permit was issued on May 31 ,
1988, prior to any review of your letter. Your letter will be reviewed
by the DEM staff to determine if any issues can be resolved . Precision
Seals , Inc . will be notified of this Division' s position upon
completion of our review. Until a final decision is made , Precision
Seals, Inc . is to continue monitoring as required by the permit . If
your concerns are not addressed by our decision, you may request a
hearing in accordance with the requirements of Chapter 150B of the
General Statutes of North Caorlina.
If you have any questions , please contact me at 919/733-5083.
Sincerely,
Original Signed By
M. Dale Overcash
M. Dale Overcash, P . E.
Supervisor
NPDES Permits Group
cc : alkiiIMININIIINIMMI
Permit File
Pollution Prevention Pay
P.O. Box 27687, Raleigh, North Carolina 27611-7687 Telephone [phone]

CR/PRECISION Seals • 4307 SOUTH YORK ROAD, GASTONIA, NORTH CAROLINA 28053-1767 • 704/864-8351
CR
IfDUfTRIff
CR/PRECISION Seals
Mechanical Products
May 17, 1988 p©INIt321))
Mr. R. Paul Wilms, Director MAY 23 15(33
Division of Environmental Management DIV.OFENVIRON�4C>rTAI�dANAGEMENT
North Carolina Department of Natural Raleigh
Resources and Community Development
P. 0. Box 27687
Raleigh, NC 27611-7687 •
Dear Mr. Wilms :
Precision Seals , Inc. (PSI) has been reviewing our draft NPDES permit
and are making the necessary arrangements to meet the new monitoring
requirements listed. PSI is requesting that the final permit be
modified as to the frequency 'requirement placed on the oil and grease
analysis. Our present permit requires oil and grease monitoring
monthly. The draft permit requires oil and grease monitoring daily.
We are aware, that the guidelines stated in the Federal Register, for
a grade IV facility with our SIC codes, recommends daily monitoring
of oil and grease.
In reviewing our past oil and grease monitoring results, we have not
had any violations during the last three years; see attachment. Based
on our past performance the draft permit limits set on oil and grease
should be obtainable. Also based on our past performance record we
feel daily monitoring to be an excessive requirement of time and
expense. Therefore, we are requesting that our NPDES permit be
modified so as to require monitoring of oil and grease on a weekly
basis. This will quadrupile the monitoring frequency over our present
permit, which we feel is sufficient due to our record.
•Your thoughtful consideration of this request will be greatly appreciated
If you should need any additional information, please contact
Mr. William Johns, or myself, at 704-864-8351 .
Sincerely,
CR/PRECISION SEALSY 1q$
I. cx/
Earl G. Staley
Environmental Control Engineer
EGS/ljn

VCR/PRECISION Seals • 4307 SOUTH YORK ROAD, GASTONIA, NORTH CAROLINA 28053-1767 • 704/864-8351
CR
If1ouJTRal
CR/PRECISION Seals
Mechanical Products
PSI ' s OIL & GREASE ANALYSIS OVER PAST THREE YEARS
New Limit 26. 0 mg/1 . and 52. 0 mg/1 .
MONTH/YEAR RESULTS MG/1 . MONTH/YEAR RESULTS MG/1 .
Apr/85 9. 1 Oct/86 4. 1
May/85 2. 0 Nov/86 11 . 2
Jun/85 2. 5 Dec/86 3 . 2
Jul/85 3. 4 Jan/87 3. 6
Aug/85 3. 9 Feb/87 2. 0
Sep/85 8. 7 Mar/87 3 . 2
Oct/85 6. 5 Apr/87 2 . 0
Nov/85 4. 5 May/87 1 . 2
Dec/85 9. 3 Jun/87 7 . 6
Jan/86 3. 6 Jul/87 15. 6
Feb/86 1 . 9 Aug/87 4. 4
Mar/86 5. 9 Sep/87 4. 8
Apr/86 6. 9 Oct/87 5. 2
May/86 9. 3 Nov/87 4 . 8
Jun/86 3. 9 Dec/87 5 . 2
Jul/86 3. 6 Jan/88 6 . 8
Aug/86 5. 2 Feb/88 6 . 8
Sep/86 <0 . 5 Mar/88 15 . 2
Three year average = 5. 5 MG/1 .
ES/ljn

1 y
tihn
1'=
State of North Carolina
Department of Natural Resources and Community Development
Division of Environmental Management
512 North Salisbury Street • Raleigh, North Carolina 27611
James G. Martin, Governor R. Paul Wilms
S. Thomas Rhodes, Secretary October 10, 1988. N. C. DEPT. OF NATURAL Director
RESOURCES AND
COMMUNITY DEVELOPMENT!
Mr. Earl G. Staley OCT 1 3 1988
Precision Seals, Inc.
P.O. Box 1767
Gastonia, N.C. 28053-1767 OIVISEN OF ENVIROMME'iTAI ITIAG lE14
MIORESIRLE REGINAAI &RE/
Subject: Request for Modification or Waiver
of Monitoring Requirements
NPDES Permit No. NC0004260
Precision Seals, Inc.
Gaston County
Dear Mr. Staley:
In accordance with your request for Permit modification received May 23, 1988,
we are forwarding herewith a modification to the subject permit. This modification is
to reduce the monitoring frequency from daily to weekly for the oil and grease
parameter. Please insert the enclosed effluent limitations and monitoring
requirements page into your permit and discard the old page. This permit modification
becomes effective immediately.
All other terms and conditions contained in the original permit remain
unchanged and in full effect. These modifications are issued pursuant to the
requirements of North Carolina General Statute 143-215. 1 and the Memorandum of
Agreement between North. Carolina and the U.S. Environmental Protection Agency dated
December 6, 1983.
If this decision is unacceptable to you, you have the right to an adjudicatory
hearing upon written request within thirty (30) days following receipt of this
letter. This request must be in the form of a written petition, conforming to Chapter
150B of the North Carolina General Statutes, and filed with the Office of
Administrative Hearings, Post Office Drawer 11666, Raleigh, North Carolina 27604.
Unless such a demand is made, this decision shall be final and binding.
Pollution Prevention Pays
P.O. Box 27687, Raleigh, North Carolina 27611-7687 Telephone [phone]

If you have any questions concerning this hermit., p)ense contact Mr. Arthur.
Mouberry, at telephone number 919/733-5083.
Sincerely,
if4;g4.4.—.. ,/;ALC..c.m.
. 1 nn.l Wilms /
cc: Permits and Engineering `
Wagifig
smk

A. 0. EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS Final
NPDES No. NC0004260 11111111
During the period beginning on the effective date of the Permit and lasting until expiration, the
Permittee is authorized to discharge from outfall(s) serial number(s) 001. Such discharges shall be
limited and monitored by the Permittee as specified below:
Effluent Characteristics Discharge Limitations
Monitoring Requirements
Lbs/day Other Units (Specify) Measurement Sample *Sample
Daily Avg. Daily Max. Daily Avg. Daily Max. Frequency Type Location
Flow
BOD, 5Day, 20 Degrees C 37.0 55.0 0. 148 MGD Continuous Recording E
Dissolved Oxygen (DO) Weekly Composite E
Total Suspended Solids Weekly Grab E, U, D
NH3 as N 17 3 31.0 mg/1 60.0 mg/1 Weekly Composite
25.9 Weekly Composite E
Fecal Coliform 1000. 0/100 ml 2000.0/100 ml Weekly Oil and Grease 26.0 mg/1 52.0 mg/1 Weekly Gram E, U, D
Temperature E
Phenols Daily Grab E, U, D
Total Chromium Monthly Grab E
Total Cadmium 0. 15 mg/1 Weekly Composite E
Total Copper 0.028 mg/1 Weekly Composite E
2.07 mg/1 3.38 mg/1 Weekly Composite E
Total Lead 0. 14 mg/1 Weekly Composite E
Total Nickel 0. 70 mg/1 Weekly Composite E
Total Silver 0.24 mg/1 0.43 mg/1 Weekly Composite E
Total Zinc 1.48 mg/1 2.61 mg/1 Weekly Composite E
Cyanide
Iron 0.07 mg/1 Weekly Composite E
Conductivity Monthly Composite E
Total Nitrogen Weekly Grab U, D
Total Phosphorus Quarterly Composite E
Quarterly Composite E
Chronic Toxicity *
*** Quarterly Composite E
Total Residual Chlorine
Total Toxic Organics *** Daily Grab E
2. 13 mg/1 Weekly Composite E
(continued on next page)

STAFF REPORT AND RECOMMENDATIONS
Part I - INSPECTION OF PROPOSED WASTEWATER TREATMENT PLANT SITE
1 . Place visited: Colt Industries
Garlock Precision Seal
Gaston County
2. Report Date: April 29, 1982 n
3. By: Larry D. Coble '91_
4. Person contacted: Mr. Earl G. Staley, Environmental Control
Engineer
5. Directions to site: The site is located at the intersection of
Highway 321 and S. R. 1103 south of Gastonia.
6. The bearing and distance to the proposed point of effluent discharge
is: Latitude 35°11 '03" and Longitude 81°12'24".
7. Size: There is ample area available for location of existing and
proposed facilities.
8. Topography: Relatively flat with 3-5% slopes.
3. Location of nearest dwelling: None located within 1000 feet of the
site.
1J. Receiving Stream: Crowders Creek
(a) Classification: "C"
(b) Minimum 7-Jay, 1J-Year discharge at site: 2.7 cfs
(c) Usage: Fishing, boating, wading and any other usage except
for bathing or as a source of water supply for drinking,
culinary or food processing purposes.
Part II - DESCRIPTION OF PROPOSED TREATMENT WORKS
The Company's existing wastewater treatment plant consists of a 14,000
gpd extended aeration domestic facility in parallel with a physical-
chemical industrial facility.
The industrial facility has been unable to consistently comply with the
permitted effluent limitation for BOD5. Pilot studies conducted by the
Company reveal that addition of potassium permanganate will reduce the
industrial BOD5 to an acceptable level .
The Company proposes to install an addition to the existing industrial
wastewater treatment plant. This addition is a potassium permanganate
feed system consisting of fiberglass 100 gallon storage tank, a 3.8 GPM
feed pump, a chemical mixer and back pressure valve.

Page Two
Part III - EVALUATION AND RECOMMENDATIONS
It is recommended that an authorization to construct be granted for the
proposed facilities as requested.
It is further recommended that the T D S Pernii L Pe ai.ended to provide
for the construction and continued operation of the proposed facilities.
The existing NPDES Permit contains effluent limitations in lbs/day and
mg/1 . The Company contends that they can comply with the lbs/day limits,
but cannot comply with the mq/1 requirement. They have requested that the
limits be changed to only lbs/day. The Mooresville Regional Office has
recuested a revised Waste Load Allocation on this discharge, but has
received no word fron Technical Services on this request. It is suggested
that these matters be considered in amendments to the NPDES Permit.

remit No.• NC 0004260
4\4
• •
r1/1 (—.
44)$.
STATE OF NORTH CAROLINA
DEPARTMENT OF NATURAL RESOURCES & COMMUNITY DEVELOPMENT
DIVISION OF ENVIRONMENTAL MANAGEMENT
PERM I T
To Discharge Wastewater Under the NATIONAL
POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provisions of North Carolina General Statute 143-215.1,
other lawful standards and regulations promulgated and adopted by the North Carolina
Environmental Management Commission, and the Federal Water Pollution Control Act, as
amended,
Garlock, Inc.
is hereby authorized to discharge wastewater from a facility located at
Garlock Precision Seal
US 321 South
Gastonia
Gaston County
to receiving waters designated Crowders Creek in the Catawba River Basin
in accordance with effluent limitations, monitoring requirements, and other
conditions set forth in Parts I, II, and III hereof.
This permit shall become effective
This permit and the authorization to discharge shall expire at midnight
on
Signed this day of
Robert F. Helms, Director
Division of Environmental Management
By Authority of the Environmental
Management Commission
M1 & I1

• Permit No. NC0004260
SUPPLEMENT TO PERMIT COVER SHEET
Garlock, Inc.
is hereby authorized to:
1. After receiving an Authorization to Construct from the Division of
Environmental Management; enter into a contract for construction of
additional wastewater treatment facilities ,
2. Operate the existing 14,000 GPD domestic wastewater treatment plant,
which consists of a bar screen, aeration basin, secondary clarifier
with sludge return, and chlorination facilities, and the existing
oil and water separator and continue to operate a physical-chemical
wastewater treatment facility - to be operated in conjunction with
the existing facilities - consisting of an equalization basin, pH
adjustment, alum and lime feed units and mixing basins , clarification,
a final filtration system, and sludge dewatering facilities located at
Garlock,. Precision Seal in Gaston County, (Note Part III of this
Permit), and
3. Discharge from said treatment works into Crowders Creek ir, the
Catawba River Basin, which is classified Class "C" waters.

.
ca
A. (1). EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS - Final
During the period beginning on the effective date of the Permit and lasting until expiration, the
permittee is authorized to discharge from outfall (s) serial number(s) . 001.
Such discharges shall be limited and monitored by the permittee as specified below:
Effluent Characteristics Discharge Limitations Monitoring Requirements
Kg/day (lbs/day) Other Units (Specify) ;,;,; Measurement ,;,; Sample ;; Sample
Daily Avg. Daily Max. Daily Avg. Daily Max. Frequency Type Location
low 0.148 MGD Daily Continuous I or E
;OD5 16.8(37.0) 25. 2(55 .5) Monthly Composite I,E,U,D
'2 n
5 23.0 mg/1 61.0 m/gl Quarterly Composite I,E
'113 as N 7.84(17. 3) 11. 8(25.9) Quarterly Composite I,E
ecal Coliform Bacteria (Geometric Mean) 1000/100 ml 2000/100 ml Monthly Grab E ,U,D
'il and Grease 17.0 mg/1 42.0 mg/1 Monthly Grab E
henols 0.11(0.25) 0.11(0.25) Monthly Composite E,U,D
yanide • 0.27 mg/1 1.29 mg/1 Monthly Composite E,U,D
otal Chromium 0.80 mg/1 2.87 mg/1 Monthly Composite E
ripper 1.09 mg/1 3.72 mg/1 Monthly Composite E
non 0.20(0.44) 0.40(0.88) Monthly Composite E
hosphorous 0 .20(0.44) 0.40(0. 88) Monthly Composite E
inc 0.60 mg/1 2.64 mg/1 Monthly Composite E
emperature • ••• •• Daily Grab E,U,D
(continued on next page) z v
C7 M SL
0 3 rP
o
oc+ .-•
N
0) 0
0 •
The pH shall not be less than standard units nor greater than standard units
and shall be monitored
There shall be no discharge of floating solids or visible foam in other than trace amounts.

Continued from page 1
A. (1). EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS - Final
During the period beginning and lasting until
permittee is authorized to discharge from outfall (s) serial number(s) .
Such discharges shall be limited and monitored by the permittee as specified below:
Effluent Characteristics Discharge Limitations Monitoring Requirements
Kg/day (lbs/day) Other Units (Specify) ;,;,;,Measurement ,;;; Sample Sample
Daily Avg. Daily Max. Daily Avg. Daily Max. •Frequency Type Location
Dissolved Oxygen Daily Grab U,D
Settleable Matter Daily Grab E
Residual Chlorine Daily Grab E
COD - Quarterly Composite E,U,D
Total Residue Quarterly Composite I,E
-Sample Locations : I - Influent , E - Effluent, U - Upstream, D - Downstream
'All stream samples shall be grab samples.
':':Daily means every day on which a wastewater discharge occurs except Saturdays , Sundays , and legal holidays. Daily stream
sampling frequency may be reduced at each sampling station to one (1) time per week except during the months of June, July,
August and September, when the frequency must be no less than three (3) times per week at each sampling station.
':`The temperature shall be such as not to cause an increase in the stream water temperature of more than 5°F above ambient
stream water temperature.
z -v -v
cup a,
-S
o a c+
-.
O t'f 0-1
N
M O
U •
The pH shall not be less than 6.0 standard units nor greater than 9 .0 standard units
and shall be monitored daily by grab samples at I ,E,U,D.
There shall be no discharge of floating solids or visible foam in other than trace amounts.

Part I
Permit No. NC
B. SCHEDULE OF COMPLIANCE
1 . The permittee shall achieve compliance with the effluent limitations
specified for discharges in accordance with the following schedule:
NOT APPLICABLE
2. No later than 14 calendar days following a date identified in the above
schedule of compliance, the permittee shall submit either a report of
progress or, in the case of specific actions being required by identified
dates, a written notice of compliance or noncompliance. In the latter
case, the notice shall include the cause of noncompliance, any remedial
actions taken, and the probability of meeting the next scheduled requirement.
M 4 & I 4

Part I
Permit No. NC
"Act" used herein means the Federal Water Pollution Control Act, As Amended.
"DEM" used herein means the Division of Environmental Management of the
Department of Natural Resources and Community Development.
"EMC" used herein means the North Carolina Environmental Management Commission.
C. MONITORING AND REPORTING
1 . Representative Sampling
Samples and measurements taken as required herein shall be representative
of the volume and nature of the monitored discharge.
2. Reporting
Monitoring results obtained during the previous month(s) shall be
summarized for each month and reported on a Monthly Monitoring Report
Form (DEM No. MR 1 .0, 1 .1 , and 1 .4) , postmarked no later than the
45th day following the completed reporting period.
The first report is due on . Duplicate signed copies of
these, and all other reports required herein, shall be submitted to
the following address:
Division of Environmental Management
Water Quality Section
Post Office Box 27687
Raleigh, North Carolina 27611
3. Definitions
a. The monthly average, other than for fecal coliform bacteria, is the
arithmetic mean of all the composite samples collected in a one-
month period. The monthly average for fecal coliform bacteria is
the geometric mean of samples collected in a one-month period.
b. The weekly average, other than for fecal coliform bacteria, is the
arithmetic mean of all the composite samples collected during a
one-week period. The weekly average for fecal coliform bacteria
is the geometric mean of samples collected in a one-week period.
c. Flow, M3/day (MGD): The flow limit expressed in this permit is the
24 hour average flow, averaged monthly. It is determined as the
arithmetic mean of the total daily flows recorded during the calendar
month.
d. Arithmetic Mean: The arithmetic mean of any set of values is the
summation of the individual values divided by the number of individual
values.
M5

Part I
Permit No. NC
e. Geometric Mean: The geometric mean of any set of values is the
Nth root of the product of the individual values where N is equal
to the number of individual values. The geometric mean is equiva-
lent to the antilog of the arithmetic mean of the logarithms of
the individual values. For purposes of calculating the geometric
mean, values of zero (0) shall be considered to be one (1 ).
f. Composite Sample: A "composite sample" is any of the following:
(1 ) Not less than four influent or effluent portions collected
at regular intervals over a period of 24 hours and composited
in proportion to flow.
(2) Not less than four equal volume influent or effluent portions
collected over a period of 24 hours at intervals proportional
to the flow.
(3) An influent or effluent portion collected continuously over
a period of 24 hours at a rate proportional to the flow.
g. Grab Sample: A "grab sample" is a single influent or effluent
portion which is not a composite sample. The sample(s) shall be
collected at the period(s) most representative of the total discharge.
4. Test Procedures
Test procedures for the analysis of pollutants shall conform to the EMC
regulations published pursuant to N. C. G. S. 143-215.63 et seq, The
Water and Air Quality Reporting Act, and to regulations published pursuant
to Section 304(g) , 33 USC 1314, of the Federal Water Pollution Control Act,
As Amended, and Regulation 40 CFR 136.
5. Recording Results
For each measurement or sample taken pursuant to the requirements of
this permit, the permittee shall record the following information:
a. The exact place, date, and time of sampling;
b. The dates the analyses were performed; and
c. The person(s) who performed the analyses.
M6

• PART I
Permit No. NC
6. Additional Monitoring by Permittee
If the permittee monitors any pollutant at the location(s) designated
herein more frequently than required by this permit, using approved
analytical methods as specified above, the results of such monitoring
shall be included in the calculation and reporting of the values required
in the Monthly Monitoring Report Form (DEM No. MR 1 .0, 1 .1 , and 1.4)
Such increased frequency shall also be indicated. The DEM may require
more frequent monitoring or the monitoring of other pollutants not
required in this permit by written notification.
7. Records Retention
All records and information resulting from the monitoring activities
required by this Permit including all records of analyses performed and
calibration and maintenance of instrumentation and recordings from
continuous monitoring instrumentation shall, be retained for a minimum of
three (3) years, or longer if requested by the Division of Environmental
Management or the Regional Administrator of the Environmental Protection
Agency.
M7

PART II
Permit No. NC
A. MANAGEMENT REQUIREMENTS
1 . Change in Discharge
All discharges authorized herein shall be consistent with the terms and
conditions of this permit. The discharge of any pollutant identified
in this permit more frequently than or at a level in excess of that
authorized shall constitute a violation of the permit. Any anticipated
facility expansions, production increases, or process modifications which
will result in new, different, or increased discharges of pollutants must
be reported by submission of a new NPDES application or, if such changes
will not violate the effluent limitations specified in this permit, by
notice to the DEM of such changes. Following such notice, the permit
may be modified to specify and limit any pollutants not previously limited.
2. Non compliance Notification
If, for any reason, the permittee does not comply with or will be unable
to comply with any effluent limitation specified in this permit, the per-
mittee shall provide the Division of Environmental Management with the
following information, in writing, within five (5) days of becoming aware
of such condition:
a. A description of the discharge and cause of noncompliance; and
b. The period of noncompliance, including exact dates and times; or,
if not corrected; the anticipated time the noncompliance is expected
to continue, and steps being taken to reduce, eliminate and prevent
recurrence of the noncomplying discharge.
3. Facilities Operation
The permittee shall at all times maintain in good working order and
operate as efficiently as possible all treatment or control facilities
or systems installed or used by the permittee to achieve compliance with
the terms and conditions of this permit.
4. Adverse Impact
The permittee shall take all reasonable steps to minimize any adverse
impact to navigable waters resulting from noncompliance with any effluent
limitations specified in this permit, including such accelerated or
additional monitoring as necessary to determine the nature and impact of
the noncomplying discharge.
5. Bypassing
Any diversion from or bypass of facilities necessary to maintain compliance
with the terms and conditions of this permit is prohibited, except (i) where
M 8 & I 7

PART II
Permit No. NC
unavoidable to prevent loss of life or severe property damage, or
(ii) where excessive storm drainage or runoff would damage any
facilities necessary for compliance with the effluent limitations
and prohibitions of this permit. The permittee shall promptly
notify the Water Quality Section of DEM in writing of each such
diversion or bypass.
6. Removed Substances
Solids, sludges, filter backwash, or other pollutants removed in the
course of treatment or control of wastewaters shall be disposed of in
a manner such as to prevent any pollutant from such materials from
entering waters of the State or navigable waters of the United States.
7. Power Failures
In order to maintain compliance with the effluent limitations and
prohibitions of this permit, the permittee shall either:
a. In accordance with the Schedule of Compliance contained in Part I,
provide an alternative power source sufficient to operate the waste-
water control facilities;
or, if such alternative power source is not in existence, and no date for
its implementation appears in Part I,
b. Halt, reduce or otherwise control production and/or all discharges
from wastewater control facilities upon the reduction, loss, or
failure of the primary source of power to said wastewater control
facilities.
8. Onshore or Offshore Construction
This permit does not authorize or approve the construction of any onshore
or offshore physical structures or facilities or the undertaking of any
work in any navigable waters.
I8

PART II
Permit No. NC
B. RESPONSIBILITIES
1 . Right of Entry
The permittee shall allow the Director of the Division of Environmental
Management, the Regional Administrator, and/or their authorized represen-
tatives, upon the presentations of credentials:
a. The enter upon the permittee's premises where an effluent source is
located or in which any records are required to be kept under the
terms and conditions of this permit; and
b. At reasonable times to have access to and copy any records required
to be kept under the terms and conditions of this permit; to inspect
any monitoring equipment or monitoring method required in this permit;
and to sample any discharge of pollutants.
2. Transfer of Ownership or Control
This permit is not transferable. In the event of any change in control
or ownership of facilities from which the authorized discharge emanates
or is contemplated, the permittee shall notify the prospective .owner or
controller by letter of the existence of this permit and of the need to
obtain a permit in the name of the prospective owner. A copy of the
letter shall be ,forwarded to the Division of Environmental Management.
3. Availability of Reports
Except for data determined to be confidential under N. C. G. S. 143-215.
3(a)(2) or Section 308 of the Federal Act, 33 USC 1318, all reports prepared
in accordance with the terms shall be available for public inspection at the
offices of the Division of Environmental Management. As required by the Act,
effluent data shall not be considered confidential . Knowingly making any
false statement on any such report may result in the imposition of criminal
penalties as provided for in N. C. G. S. 143-215.6(b)(2) or in Section
309 of the Federal Act.
4. Permit Modification
After notice and opportunity for a hearing pursuant to N. C. G. S. 143-
215.1 (b)(2) and S. 143-215.1 (e) respectively, this permit may be
modified, suspender , or revoked in whole or in part during its term for
cause including, but n t limited to, the following:
a. Violation of any terms or conditions of this permit;
b. Obtainira this permit by misrepresentation or failure to disclose
fully all reievant facts; or
c. A change in any condition that requires either a temporary or
permanent reduction or elimination of the authorized discharge.
M 10 & I 9

PART II
Permit No. NC
5. Toxic Pollutants
Notwithstanding Part II, B-4 above, if a toxic effluent standard or
prohibition (including any schedule of compliance specified in such
effluent standard or prohibition) is established under Section 307(a)
of the Act for a toxic pollutant which is present in the discharge and
such standard or prohibition is more stringent than any limitation for
such pollutant in this permit, this permit shall be revised or modified
in accordance with the toxic effluent standard or prohibition and the
permittee so notified.
6. Civil and Criminal Liability
Except as provided in permit conditions on "Bypassing" (Part II, A-5)
and "Power Failures" (Part II , A-7), nothing in this permit shall be
construed to relieve the permittee from civil or criminal penalties for
noncompliance pursuant to N. C. G. S. 143-215.6 or Section 309 of the
Federal Act, 33 USC 1319.
7. Oil and Hazardous Substance Liability
Nothing in this permit shall be construed to preclude the institution
of any legal action or relieve the permittee from any responsibilities,
liabilities, or penalties to which the permittee is or may be subject
under N. C. G. S. 143-215.75 et seq. or Section 311 of the Federal Act,
33 USC 1321.
8. Property Rights
The issuance of this permit does not convey any property rights in either
real or personal property, or any exclusive privileges, nor does it
authorize any injury to private property or any invasion of personal
rights, nor any infringement of Federal,State or local laws or regulations.
9. Severability
The provisions of this permit are severable, and if any provision of this
permit, or the application of any provision of this permit to any circum-
stance, is held invalid, the application of such provision to other cir-
cumstances, and the remginder of this permit shall not be affected thereby.
M 11 & I 10

• . PART II
Permit No NC
10. Expiration of Permit
Permittee is not authorized to discharge after the expiration date.
In order to receive authorization to discharge beyond the expiration
date, the permittee shall submit such information, forms, and fees as
are required by the agency authorized to issue permits no later than 180
days prior to the expiration date. Any discharge without a permit after
the expiration will subject the permittee to enforcement procedures as
provided in N. C. G. S. 143-215.6 and 33 USC 1251 et seq. .
I 11

`• PART III
Permit No. NC 0004260
B. Previous Permits
All previous State water quality permits issued to this facility,
whether for construction or operation or discharge, are hereby revoked
by issuance of this permit. The conditions, requirements, terms, and
provisions of this permit authorizing discharge under the National
Pollutant Discharge Elimination System governs discharges from this
facility.
C. Construction
No construction of wastewater treatment facilities or additions thereto
shall be begun until Final Plans and Specifications have been submitted
to the Division of Environmental Management and written approval and
Authorization to Construct has been issued. If no objections to Final
Plans and Specifications has been made by the DEM after 30 days following
receipt of the plans or issuance of this permit, whichever is latter, the
plans may be considered approved and construction authorized.
D. Certified Operator
Pursuant to Chapter 9OA of North Carolina General Statutes, the permittee
shall employ a certified wastewater treatment plant operator in responsible
charge of the wastewater treatment facilities. Such operator must hold a
certification of the grade equivalent to the classification assigned to
the wastewater treatment facilities.
E. This permit may be modified, or alternatively, revoked and reissued, to
comply with any applicable effluent limitations issued pursuant to the order the
United States District Court for the Distrcit of Columbia issued on June 8, 1976 ,
in Natural Resources Defense Council, Inc. et. al. v. Russell E. Train 8 ERC 2120
(D.D.C. 1976) , if the effluent limitation so issued:
( 1) is different in conditions or more stringent than any effluent
limitation in the Permit; or
(2) controls any polluntant not limited in the Permit.
M 15 & I 12

7
North Carolina Department of Natural
Resources &Community Development
James B. Hunt, Jr., Governor Howard N. Lee, Secretary
DIVISION OF ENVIRONMENTAL MANAGEMENT
May 16, 1978
Mr. William H. Johns
Precision Seal Division
Garlock, Inc. , ,1
Box 2359
Gastonia, North Carolina 28052 ! p.R•0.
SUBJECT: Permit No. NC0004260 MAY 1 1978
Authorization to Construct
Precision Seal Division wNTER ArID AJ
Garlock, Inc. Val"
Gaston County
Dear Mr. Johns:
The final plans and specifications for the subject project have been reviewed
and found to be satisfactory. Authorization is hereby granted for the construction
of 0.16 MGD physical - chemical wastewater treatment facilities to consist of in-
fluent and effluent flow monitoring, equalization, acid, alum, lime, and polymer con-
tact units, dissolved air flotation unit, three (3) pressure filter units, a closed
loop cooling water recycle system, a clarified water basin, a solid waste return
box, filter press, related chemical storage, feed and mixing facilities, high and
low pH alarms, pH probes and controllers, spillage collection- containment system,
and to receive the discharge from the existing 14,000 GPD domestic wastewater package
plant and 2,160 gallon oil separator.
This is a Class IV Wastewater Treatment Plant which requires that the operator
in responsible charge hold a valid Grade IV Cer±3finnrn
This Authorization to Construct shall be subject to revocation unless the
wastewater treatment facilities are constructed in accordance with the conditions
and limitations specified in Permit No. NC0004260.
This Authorization to Construct does not in any way modify the effluent limits
contained in the NPDES Permit No. NC0004260.
In the event of power or equipment failure the wastewater generating processes
shall be halted.
Also, enclosed is a copy of WPC Form #50 "Cost of Wastewater Treatment Works."
This form is to be completed and returned to this office within thirty (30) days
after the project is completed.
Sincerely yours,
Original Signed by
F. McRoriel, P. BENTON, JR.
Enclosures Acting Director
cc: Gaston County Health Department
Environmental Protection Agency
Mr. William J. GraysoF4Iax 27b87 Raleigh, North Carolina 27611
\ir. Rex G]eason
Mr. W. S lffman An LquuiOpportunity Atfirmutrve Action Lmployer

,� „ --- y/v
r._
WASTE LOAD ALLOCATION APPROVAL FORM
Facility Name: Garlock, Inc. , Precision Seal
County: Gaston Sub-basin: 03-08-37
Regional Office: MRO Requestor: Larry Coble
Type of Wastewater: Industrial 90 %
Domestic 10 %
If industrial, specify type(s) of industry: zinc phosphatizing. chrome plating
Receiving stream: Crowders Creek Class: C
Other stream(s) affected: Class:
7Q10 flow at point of discharge: 2.6 cfs
30Q2 flow at point of discharge:
Natural stream drainage area at discharge point:
Qw = 0.148 MGD Recommended Effluent Limitations
Daily Avg. Daily Max.
Conc. Load Conc. Load
BOD5 37 #/day 55.5 #/day BPT
Fecal Coli 1000/100m1 2000/100 ml WQ
TSS 30 mg/1 37 #/day 45 mg/1 55.5 #/day BPT
NH3-N 14 mg/1 17.3 #/day 21 mg/1 25.9#/day BPT
pH 6-9 SU BPT
Oil & Grease 10 mg/1 12.3 #/day 15 mg/1 18.5 #/day BPT
Phenols 0.20 mg/1 0.25 #/day 0.2 mg/1 0.25 #/day BPT
Cyanide 0.10 mg/1 0.12 #/day 0.10 mg/1 0.12#/day BPT
Tot. Chrom. 0.22 #/day 0.44 #/day BPT
Copper 0.22 #/day •0.44#/day BPT
Iron 0.44 #/day 0.88#/day BPT
Phosphorus 0.44 #/day 0.88 #/day BPT
Zinc 0.22 #/day 0.44 #/day BPT
This allocation is: /_/ for a proposed facility
%/ for a new (existing) facility
/y a revision of existing limitations GODS in #/day only
/ / a confirmation of existing limitations
Recommended and reviewed by:
YVI Gk/ S• -.d Date: Z
Head, Techncial Services Branch 44,14/ Date: 5" /7!1
2
Reviewed by:
Regional Supervisor Date:
Permits Manager Date:
Approved by:
Division Director Date:

Division of Environmental Management
May 17, 1982
1L .'T OF . .T'ITIINL
MEMORANDUM !!
TO: Larry Coble
Mooresville Regional Office
FROM: Mark Lewis . .4P y,L.L ll u s%itl. Lii;161.
to'Monitoring & Technical Services Branch
SUBJECT: Garlock, Inc.
In response to Mr. Earl Staley's letter to Rex Gleason of March 9, 1982,
a Level "B" analysis has been completed assessing the water quality impact
of Garlock's request to have their BOD5 limit in pounds per day only. In
his letter, Mr. Staley stated that due to water conservation efforts and
changes in Garlock's economic situation, the present wastewater discharge is
52,000 gpd while Garlock is permitted for 148,000 gpd. Due to lack of
dilution, they are not meeting the BOD5 limit in terms of concentration, but
are remaining within the limit in terms of pounds per day.
For purposes of analysis, Garlock was assumed to be discharging at the
present average rate of 52,000 gpd. With a BOD5 limit of 37 pounds per
day this would correspond to an effluent BOD5 concentration of 85.2 mg/l.
Modeling results indicated that water quality would still be protected under these
conditions.
As there was no request for further permit modification, I am routing an
approval form with BOD5 being limited in pounds per day only and all other
parameters remaining as they are in the existing permit.
Please call if you have any further questions.

COIL Industries Garlock Precision Seal
IncGarlock In
4307 South York Road
P. O. Box 1767
1/4,7 _ Gastonia, North Carolina 28052
704/864.8351
V'
March 9 , 1982\ u01‘ / Vr4
fri e ` . Yl-v;ti
1\1_2 4)0 k\:(e/V
e
1 Mr. D. Rex Gleason, P.E.
'�,�' Water Quality Supervisor
North Carolina Department of
Natural Resources and Community Development
919 North Main Street
Mooresville, North Carolina 28115
Dear Mr. Gleason:
This letter is in reference to the conference that we had at
your office March 2 , 1982 , concerning our noncompliance with
B.O.D. As we stated at that meeting, our wastewater treat-
ment facility would be able to meet compliance if we were
limited on B.O.D. by pound per day only.
There are several reasons our facility is in noncompliance
at this time , which have nothing to do with operation or
maintenance of the facility. The main problem is that our
facility was not designed to remove B.O.D. specifically'.
Attached you will find a copy of the characterization of raw
industrial and sanitary wastewater at the time the plant was
designed. As you can see from these analyses, there seemed
to be no problem with B.O.D. at that time. The B.O.D. limits
of 30 mg./1 average and 45 mg./1 maximum were sufficiently
high; so apparently , the facility was not designed with any
specific B.O.D. removal units except for tie activated sludge
package plant which only treats sanitary wastewater.
Although the initial B.O.D. analysis may have not been totally
representative of the waste character, there are other factors
which have caused an increase in the B.O.D. strength of our
industrial wastewater.
One cause of increased strength of our industrial B.C.D. is
lack of dilution . In the past two years , Garlock has made
several efforts to conserve water usage in the industrial pro-
cesses . The greatest decreases in water usage are in the
recycling of chill water in the air conditioning and process
line water cooling systems . Also, less water is used in the
phosphate line process.

{
i;, 1'
Mr. D. Rex Gleason
-2- March 9 , 1982
In addition to these , because of our economic situation, we
have fewer employees and are working shorter hours. This
reduces water from the sanitary wastewater treatment system,
which has a much lower B.O.D. than the industrial wastewater.
All these factors have reduced our dilution factor by about
50% .
Another factor contributing to our increased B. ^ .D. strength
is our effort to find a more effective cleaning agent in the
phosphate system. Because the cleaning systems are removing
more drawing oil and compounds , which have high B.O.D. s , this
is increasing our B.O.D. strength.
All of these factors have contributed to the development of
a situation of less wastewater, but with a higher B.O.D.
We have tried several possible solutions to this problem
with little or no reduction in B.O.D. We have tried "super
chlorination" with only about a 5% to 10% reduction in B.O.D.
We have tried increasing the alum dosage as much as three
times , with no reduction of B.O.D. We have tried recycling
the wastewater through the system, with no noticeable reduc-
tion of B.O.D. We have tried lowering the pH to 2 .5 and
increasing the alum dosage (this is supposed to remove more
emulsified oils) with no B.O.D. reduction.
Presently, we are trying the addition of 50 mg. /1 of activated
carbon. Also, we will begin bench tests of B.O.D. reduction
for potassium permangate. At this time we have no conclusive
results. Garlock has and is still trying to find a cost
effective method of reducing our B.O.D.
Our present wastewater discharge is averaging about 52 ,000
aal3ons per day. This is only 35% of our permitted discharge
of 148 ,000 gallons per day. Because of our small discharge flow,
we have not violated the maximum B .O.D. in pounds per day for
our NPDES permit. If Garlock had not tried to conserve water
and were discharging wastewater near our maximum permitted
flow, we would be within our permit limits now on mg./1 and
pounds of B.O.D.
The net effect is that we are putting less pounds of B .O.D. in
the stream than our permit limits ; but because we have tried
to conserve water and be more efficient, we may be penalized.
Garlock is requesting that our permit be modified so that our
/6
effluent is limited on B.O.D. by the maximum pounds limit of
j our present permit only. Because there have probably beens
at least four years since our permit has been reviewed e
water quality standards , there may be some improvement of the
water quality of Crowders Creek.

Mr. D. Rex Gleason -3- March 9 , 1982
If there are any problems in modifying the permit because
of water quality standards , Garlock also requests that
Crowders Creek be remodeled to redetermine the proper waste
load allocation for the facility.
•
Your assistance in this matter will be appreciated. If you
should need additional information, please contact me.
Sincerely,
/e/- 1016-7
Earl G. Staley
Environmental Control Engineer
EGS/bnh
Enclosure

— 3C RAW WASTEWATER CHARACTERIZATION
Industrial and Sanitary Wastewater - Characterization of the
Industrial and Sanitary Wastewater was determined from five (5)
twenty-four (24) hour composite samples _obtained from the samplJ
: manhole downstream of the oil skimmer for the industrial waste-
stream and the package sanitary waste treatment plant. Charac-
terization of this stream is presented below:
y'r
:, CHARACTERIZATION OF RAW INDUSTRIAL AND SANITARY
!sr!' WASTEWATER
3;+ i 4o LJ
Parameter (a) Average High
pH 10 . 9 11. 6 9 . 0
p BOT05 14 . 7 26 5
Total Suspended Solids 145 350 3
Oil and Grease 32 . 7 680 21
Phenols <0 . 039 0 . 152 <0 . 01
a..
NH3 as N
2 . 88 3. 7 0 . 22
"' A° Phosphorus , Total 8 . 19 17 . 8 0 . 95
., Chromium, Total <0 . 01 0 . 01 <0 . 01
Copper
<0 . 023 <0 . 04 <0. 01
. M`
r Iron 14 . 3 51 <0 . 02
Zinc 11 . 3 32 . 5 0 . 077
Cyanide , Total <0 . 02 <0 . 02 <0 . 02
Wit.
(a) All parameters have units of mg/1 except pH (unitless) .
j'
l.
rx .
2922-4-2 3C-1

STAFF REPORT AND RECOMMENDATIONS
Part I - INSPECTION OF EXISTING AND PROPOSED WASTEWATER TREATMENT PLANT SITE
1. Place visited: Precision Seal 9ivis1on
Garlock, Inc. -
Gaston County
2. Date: February 4, 1977
itj
3. By: B. Keith Overcash /► (7R C
4. Persons contacted: Will am Johns, Manager of Manufacturing Engineer-
ing; Edww.ord Linser, Vice-President of Manufacturing.
5. Directions to site: Garlock, Inc. is locatad at the intersection of
U. S. 321 and S. R. 1103 south of Gastoli a.
6. The bearing and distance to the existing1 mint of effluent discharge
is: Approximately 3300 feet west of th axistinr1wastewater treatment
facilities at Longitude pl° 12' 24" and LatitTle 75° 11 ' 03".
7. Size: Adequate area is available for tha location of the proposed
wasto'.'ater treitnnnt fa.ciliti .s.
Toln"ranhy: ',,,lativ(=l; flat, 3-5"' donna.
`+. Location of f,irost ')wel l ion: 'ion.:? .ri t;i 1 M l feet.
10. C^.i Vi. :t,r an: Crowders Creel
(a) Cl.ansific.tion: C
(`') li;ii, .'l: . )- !, 10-Year niischara at _,i':e: 2.7 cfs
(c) UsTl r : :S iitahle for fish and willli ''e ,rooa'ation as well as
for Fi;hi ^, boating, wading: or ar;:, oth.r usal ! r.aquiring
waters of -z lower nuality.
Part- II - DESCRIPTI`0 OF PROPOSED APED EXISTINS TREnT1ENT WORKS
The existing wastewater treatment works at the Gastonia Plant of Garlock, .
Inc. consist of a domestic wastewater treatment plant and an industrial
wastewater treatment facility. The domestic wastewater treatment facility
is a 14,000 gpd extended aeration facility consisting of an influent
bar screen, aeration basin, secondary clarifier with sludge return
facilities, and chlorination facilities. The existing industrial waste-
water treatment facility is composed of only a 2160 gallon oil and grease
separator. Approximately 80,000 gpd of industrial process wastewater is
discharged through the separator. These two wastestreams are combined
with approximately 73,000 gpd of cooling water into one sewer outfall

VParameter Limitations Page Three
Daily Avg. Daily Max.
Phosphorous 0.44 lb/day 0.88 lb/day
Chromium, Total 0.22 to/day 0.44 lb/day
Copper 0.22 lb/day 0.44 lb/day
Iron 0.44 lb/day 0.88 lb/day
Zinc 0.22 lb/day 0.44 lb/day
pH 6-9 s.u.
Since the Company cannot comply with the final effluent limitations by
July 1 , 1977, it will be necessary for a Special Order by Consent to
be prepared containing interim effluent limitations which the existing
wastewater treatment facilities can comply with until the new facilities
can be approved and constructed. The Special Order by Consent, if agreed
upon by the Company, will be present to the Lnvirowiental Management
Commission for approval . The Order recogni:-,s that tie Company desires
to comply with appropriate provisions of `'L 5")] and final effluent
limitations set forth by this Division to ;.roi;ecc the water quality
of the receiving stream. The Order further recognizes that in order
to comply with the final effluent limitations, the construction of
additional wastewater treatment facilities will be required. The Order
All specify that t e a';ove final efflu3n;; l i.,,i ;;.;tions dill become effective
i:ri i a ely.
Ti. of;u.;i A.le ;-,c.i_ ;.l i for t.1,2 cons truc.;i en oF th.. ,:roposed waste-
, i _' r troa',; _ci l i ti .i i l 1J,, i;;e i u in ti,2 Sp, cial Order by
COHS:: t:
1 . _e :i n co ;s :rac::i on on in* 'cfore June 1:•, 1 47.;;
2 Complete construction on or hefore 'arc.' ), 1:'7.);
3. ',ttai'1 a r.:: c`i ';i.1 lav2•1 on ora' re --. , :, '1.,7
During the ,,erioi i'ro,,i ,:he effective date of the P)E.5 Permit until
lay 3, 1.)7 , due ., Inc. snail be requir•'.J to operate and maintain
the existinj ,-nst� ra'.;:r treatment facilities so as to meet the following
set of interim effluent limitations, which will be included in the Special
Order ;)y Consent;
Parameter Limitations
Daily Avg. Daily Max_
Flow 0.191 TIP
SOD5 30 mg/1 45 mg/1
TSS 60 mg/i 90 mg/1
NH3 as N 15 mg/1 25 mg/1
Fecal Coliform Bacteria (Geometric Mean) 1000/100 ml 2000/100 ml
Oil and Grease 30 mg/1 45 mg/i
Phenols 0.30 mg/1 0.50 mg/1
Cyanide 0.15 mg/1 0.20 mg/1
Phosphorous 5.7 lb/day 8.5 ib/day
Chromium, Total 0.57 lb/day 0.86 lb/day
Copper 0.57 lb/day 0.86 lb/day
Iron 10.2 lb/day 15.3 lb/day
Zinc 8.0 lb/day 11.9 lb/day
pH 6-10 s.u.

Page Two
which leads to the point of discharge. This combined discharge is not
currently meeting the effluent limitations contained in NPDES Permit
NC 004260 and will not meet the effluent limitations which have been
proposed by this Office and our Technical Services Branca. The proposed
limitations are based on a projected flow rate of 148,000 gpd and on
the Federal Guidelines for Electroplating dated April 24, 1975.
The Consulting Engineers for Garlock, Inc., Charles T. Main, Inc. , have
submitted a proposal for a physical-chemical wastewater treatment facility.
The proposed facility will be designed to handle a flow of 148,000 gpd
which will include the process wastewater and the domestic wastewater
after each has been treated in the existing wastewater treatment facilities.
A closed loop recycle system is to be installed for the non-contact cooling
water.
The proposed physical-chemical wastewater treatment facility will consist
of an equalization basin, pH adjustment, aeration and mixing, alum
addition, lime addition, dissolved air flotation with clarification,
a small filter press for dewatering sludge, and a final filtration system.
The Precision Seal Division of Garlock, Inc. .4as issued :NPDES Permit
AC 0004260 by the :_nvi rou rental Protection k..plc' Jn June 3), 1375.
That Permit contained a tine schedule for cJ 1-: ia!rc:! with final effluent
limitations on or ` ;:fore larch 31 , 137J. ':o:,-r/2r, the Company did not
feel that the original J )t3 Per:,li t •ras h Permit for their
:situation; reprosn;,atives O1 the COLipany contactii this Office in the
Fall of 1)75 and it was recomman.!ed that e Co Ban,., apply for a new
;1PDES ['emit to replace the original Paul/ flar ,i ;. 1.;1 2 ,proposal which
has been sub.li tted For the construction o f le n:':•: wastewater treatment
system is a result of the efforts •r'lici have ;O. ,+ ,ii i, to iastablish a
repres::ncativ_ spa;; of. fluent Ii:aitatious f,)r ,,)is !isc`lar .
Part III - EVAL'Jt,I I,J1
The existing wastewater treata_,nt facilities at 5arloci;, Inc. are not
adequate to satisfactorily treat the industrial process wastewater being
discharged by the Company. However, the Consulting Engineers for the
Company :have suitted a proposal for the construction of wastewater
treatment facilities which should be capable of meeting the proposed
final effluent l i: litations. Therefore,it is recommended that a permit
for the continu s: o?eration of the existing facilities and for the
construction and operation of the proposed wastewater treatment facilities
be issued which contains the following set of final effluent limitations:
Parameter Limitations
Daily Avg. Daily 'tax._
Flow 0.143 MGD
BOD5 30 mg/1 45 mg/1
TSS 30 mg/1 45 mg/1
483 as y 14 mg/1 21 mg/1
Fecal Coliform Bacteria (Geometric Mean)1000/lO0 ml 2000/100 ml
')il an i crease 10 mg/1 15 mg/1
Phenols 0.20 mg/1 0.20 mg/1
Cyanids 0.10 mg/1 0.10 mg/1

' • NORTH CAROLINA. DEPT. OF NATURAL & ECONOMIC RESOURCES
• FOR AGENCY USE
ENVIRONMENTAL MANAGEMENT COMMISSION Nco 0 0 4lz bo
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
APPLICATION FOR PERMIT TO DISCHARGE WASTEWATER
STANDARD FORM C — MANUFACTURING AND COMMERCIAL
SECTION I. APPLICANT AND FACILITY DESCRIPTION
Unless otherwise specified on this form all Items are to be completed. If ar,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.
Please Print or Type
•
1. Legal Name of Applicant • 101 Precision Seal Division
(see Instructions)
Garlock Inc.
•
2. Mailing Address of Applicant
(see instructions) 4307 South York Rd. , PO Box 2359
Number&Street X,
' •
City 4t • ill • Gastonia
State ; , P•R•° 102e North Carolina
Zip Code 18
Apra 6 T 24 28052 •
3. Applicant's Authorized Agent
(see instructions), AIR William H. Johns, Manager, Manufacturing Engg.
Name and Title` ��
j' QU ' Precision Seal Division, Garlock Inc.
Number&Street iAddress 103b 4307 S. York Road, PO Box 2359
City. 103e •
Gastonia
State 103d North Carolina
•
•
Zip Code 103a 28052
Telephone 103t 704 864-8S51
Area Number
4. Previous Application Code
If a previous application for a
National or Federal discharge per-
mithasbeenmade,givethedate 71 06 25, 76/01/02 and 77/08/16
of application. Use numeric
designation for date. 104 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.
Edward W. Linser, Jr. Vice-President, Manufacturing
102e
•
Printed Name of Person Signing Title -
r YR MO DAY
Signature of Applicant or Authorized• Agent Date Application Signed
•
Korth Carolina General Statute 143-215.6(b) (2) provides that: Any person who knowingly makes
any false statement representation, or certification in any application, record, report, plan,
or other docmment files or required to be maintained under Article 21 or regulations of the
Environmental Management Commission implementing that Article, or who falsifies, tampers with,
nr knor»ly renders inaccurate any recording or monitoring device or method required to be
operated or maintained under Article 21 or regulations of the Environmental Management Commissio
ice?eventing; that Article, shall be guilty of a misdemeanor punishable by a fine not to exceed
S10,00 ), or by imprisonment not to exceed six months, or by both. (18 L .S.C. Section 1001 provid
a punishment by a fine of not more than $10,000 or imprisonment nct more than 5 years, or both,
for a similar offense.)

S. Facility/Activity(see instructions) •
Give the name,ownership,and FOR AGENCY%SE
physical location of the plant or '
other operating facility where dis-
charges)does or will occur. 3 -• ' '
Name • ,-. Precision Seal Division
Garlock Inc.
•
•
Ownership(Public,Private or
'. Both Public and Private) 103b ❑PUB ❑PR V ❑BPP
Check block if Federal Facility 105e ❑FED
and give GSA Inventory Control
Number 105d •
Location
streets Number 105... 4307 S. York Rd. . PO Box 2359
'City 105f Gastpni'a
County 1os, • Gaston •
State 105)1 North Carolina
•
t'.: Nature of Business State the t06a Manufacture of Oil Seals
nature of the business conducted
it the plant or operating facility.
•
• 'I06b AGENCY USE
7. Facility Intake Water (see instruc -
tipns) Indicate water Intake volume
per Cay by sources. Estimate
average volume per day in thousand
`gallons per day.
Municipal or private-water system 107a 160 thousand gallons per day
'Surface water t07b thousand gallons per day
Groundwater 107e thousand gallons per day
Other' '. 107d thousand gallons per day
Total Item 7 . 107e 160 thousand gallons per day
. '.If there is intake water from
other,'-specify the source. .107f • _
'8.• Facility Water Use Estimate
average volume per day in thousand ..gallons per day for the following
.,.types of water usage at the facility.
(see instructions)
Noncontact coolipg water 108a 2 thousand gallons per day
Boiler feed water 1O8b . -11 • thousand gallons per day
-Process-water(including contact '
cooling water) 108e 132
thousand gallons per day
• Sanitary water r1Old 14 thousand gallons per day
Other' 108, 1
thousand gallons per day
Total Item 8 1031 160 thousand gallons per day
f there are discharges to
'other,'specify. 108g.
If tnere is'Sanitary'water use,give
the number of people served. 108h 480 people served
1-2

' FOR AGENCY USE
9. 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 categories below. Estimate Number of Total volume Used _
average volume per day_in thousand p,uh•rge • or Crscnarged,
•• gallons per day. Points ThuusanO Gal/Day .
Surface Water i09s1 1 109a2 I 148-AVG. ; 151-MAX. •
Sanitary wastewater transport I09b1 109b2 I .
system
Storm water transport system 109c1 109c2
Combined sanitary and storm
water transport system 109d1 109d2 .
•
Surface impoundment with no - _
effluent 109e1 109e2 .
Underground percolation 109f1 109f2
I .
Well Injection 109g1 109-2 I _ -
•
Waste acceptance firm 109h1 109h2 - -
Evaporation , 10911 Multiple 10912 11 .
1 •
Consumption 1090 109j2 f
Other• 109k1 1 109k2 I _ 1 -
1
•
Facility discharges and volume 160 Total Item 9. 10911 10912
•If there are discharges to'other,'
specify. 109m1
10. Permits.Licenses and Applications •
List all existing,pending or denied permits,licenses and applications relate'to discr.aries from this facility(See instructions).
Type of Permit Da:e Date Date Expiration
Issuing Agency For Agency Use 10 Number i F,ied Denied Date
or License Issued
i Y4/MO,'DA YR/MO/DA YR/r10/DA YR/MO/DA
110 (a) - ; • (b) CO • _ (d) # CO •(1) •. (g) . (h)
i• EPA - NPDES NC 000 ! 71 76/6/30 80/6/14
4260 I I •
2- N.C. Sanitary 868 I 65 I 65/10/1?
3 ; _
. • - I — t -
11. Maps and Drawings -
Attacn all reQuirea maps and drawings to the back of this application (see Ins:ruc;:ers)
12. Additional Information
112 Item Number In!dr"la,,On
109K1 Fire Pump Testing - Surface Irrigation
G-► tr bb7-,U8 I-3

STANDARD FORM C =- MANUFACTURING AND COMMERCIAL
FOR AGENCY
•
SECTION II. BASIC DISCHARGE'DESCRIPTION
COmyN•d (hIS section Inc each disi.harge indicated in•ct_t itn,•. ._ sys!ems an which the wastewater dwrs not di ated h U. r•`.it is t'i surface waters. 1n.t includes d.sCha.ges to municipal set,
be deSCribed where there are ater does m u h to roughurface treat ilrr.,.i .16 i or.... -'being
A
REQUIRED EVEN IF re SEVERAL DISCHARGES ORIGINATE IN THE SAME FACILITY.discharged ti.DESCRIPTIONSsurfac waters EACH DISCHARGEDischarge wells n
Jt SEPARATE OF e-
sentative of the twelve previous months of operation. If this is a 7'eposed diS::.,arye.values shoo p reflect best engineering an eii.stinq OiStharge Should bs
•
A0011(UNAL INSTRUCTIONS FOR SELECTED ITEMS APPEAR IN SEPARATE ` g estimates
TO BOOKLET BEFORE F I: LIiNG OUT THESE ITEMS.
INSTRUCrI(►N BOOKLET AS tNOICATED. REFE
1. Discharge Serial No.and Name
a. Discharge Serial No- 201a __1101
•
(see instructions)
• b. Discharge Name • 201b- Croi.vders Creek R Give name of discharge.if any. - --- --__-.---Road Out Fall
(see instructions) ? - __-__
C. Previous Discharge Serial No. •
�' •
If previous permit application
was made for this discharge(see 2OIc UQ1
...Otero 4. Section I).provide previ-
oos•discharge serial number.
'2. Discharge Operating Dates I
a.' Discharge Began Date if the
GLschjrye described below is.n
OQeratrnn,give the date(within - 202a b 6 -
best estimate) the discharge YR MO
•began.
•
0. ,Discharge to Begin'Date if the
.d,;(.u)ara.,has never nccurred.but
".is Planned fur some future dale. 202b _ _ _ _
- give the datr!'(w.tnui best em- y4 StO
Mate)the discharge will begin. •
. C. Discharge to End pate If dis. •
chafie is Scheduled to be doubt). _
tinned within the next 5 years. 202c __
.e.ve the date(within best esti- YR Mil
•
inat )•the disCharge will end.
•
3. Engineering Report Available
i.r.eck if an engineering report IS
available to reviewing agency upon
►eQuest. (see'nstniCtinns) I-
203 e -
4. •Discharge Location Name the
political boundaries within which
•
the onint of discharge is located.
• Agency th
State 2.o4a _North Carolina_ .
• ----- 204d
cnnncy • 204b Gaston _
Of aunticahrC)City or. Town 204c _--- - -._. ------_• ---•
•
5. Disenarge Point Description
r.)':r^ar^r is into (thee:. tine):
I.see. instructions)
Si•rea•a (incriirfcs ditches.arroyos.
a<'.a other intermittent watercourses) 1 205a i 1 :,:X5iR
Last
OLKF
Olean
❑OCE
Mi.il.ri JI Sanitary Wastewater
TrJnSuiut System
r'tun,C•oJI Combine0 San,:icy ana .
Srnrm T'amour 1 System • [J:105 .
•
II-I .
•
r-his-section contains 9 pages

DISCHARGE SERIAL_NUMBER
• ( 0O1
`
FOR AGENCY USE
Municipal Storm Water Transport -
System ❑STS
•
Well(Injection) ❑WEt_ -
Otncr O(ITH -
If *other' is checked. specify. 1 205b __ -_ __ _ ____ —
6. Discharge Point—lat/Long Give -
the precise location of the point
Of discharge to the nearest second. - -
Latitude 206a 35 DEG 11 MIN 3 SEC
Longitude 208b $1 LAG 12 MIN 24 SEC .
7. Discharge Receiving Water Name
Name the waterway at the point 207e •
C r owder s Creek
Of discharge.(see instruCtions) ( _ --_-_.._—.- -
•
--For Agency Use For Agency Use
if the d,SCharge es through an nut- I hlalOr�Minor Sub • I 303e r •
fail trial a tends beyond the shore- 2O7b --- --- —
line or .s below me mean low 207c
water line.complete Item 8. , •
ti .
S. Offshore Discharge
a. Discharge Distance from Shore • 208a -- —feel •
b. Discharge Depth Below Water
Surface 2OSb _— reet
9.- Discharge Type and Occurrence
a. Type of Discharge Check
wnetner the discharge is con- 1209a E(con)Cnnt••`unus
tinuouS or Intermittent.
(See instructions) 0 lint) Inn•n.•.••ent
b. Discharge Occurrence Days per
Week Enter the average num- 209b ?days per weed .
ber of days per week(during .
periods of discharge) this drs• -
charge occurs.
. c. .Discharge Occurrence—Months ..
If this discharge normally' 209c OJAN DFFB OMAR DAPR •
operates tertnet►ntermittently.
Or Cont•nrin.icly)On less than OMAY LJUN OJUL. AUG0
- a year-around baSIS(excluding
Shutdowns for routine rnarnte- OSEP Doc r O Nov ❑oEc -
nance).Cheek the months dur-
ing the year when the discharge •
Is operating. ('see instructions) - -
.Omplete I terns 10 and 11 if••Inter-
intent•'is cnecked in Item 9.a.
Itherw.se•proceed to Item 12.
•
O. Intermittent Discharge Quantity -
State the avers le:rltunte per drs• 210 _thousand gallons per C•scnarge occurrence.
chalet Occ..nencc in thousands of
gallons.
I I. intermittent Discharge Duration
and Frequency - - -
a. Intermittent Discharge Duration
Per Dar Stare the average 211a ___pours per day
nu—he, of nriors Der day the
discharge.c operating.
b. Bite---mttent Discharge
Frequency State the average 211b __discnar•;e vx..rrences D••r car
number 01 discharge Occur.
rences One clay during dayS -
when d.sCnarging. .
12. Maximum Flow Period save the
time period in which tnvmaxrmum 212 From . to __

001
FOR AGENCY USE
•
13. Activity Description Give a
narrative description of activity 2133 s Stamping Cold Rolled Steel Components
prpduc.ng pus discharge.(see - - --------- -
instructions) • 2.__ Cleaning of_CRS Components for Oil Removal
. ,_ Phosphatizina CRS Components. -
4. Cleaning of Synthetic Elastomer Molds
5. Cleaning ofAdhesive Applicating Equipment
• 6.. Chrome Plating Molds •
•
7. Sanitary_Waste
•8. Cooling Water
•
14. Activity Causing Discharge For
each SIC'COde which describes
• the'activity causing this discharge.
Subpiy-the type and ma.imunt
amount•if either the raw ina!enal -
ConsaineJ (Item )Sa)or the product -
prnduCed (;ern lab)in the units •
--;. Soccifi••d in I at:le 1 nt Ine Instruc-
tion Elon.trt. 1.nr SIC Codes not
listed in table 1.use raw material
•Or prnou:tion units normally used for measuring production.(see
instructions)
•
.a. Raw Materials
-.1aaimum Unit Shared Discharges
' SIC Code Name Amount:Day (See'able I)
(Serial Number)
2tea PT_ �2). (3) t4) (5)
_3469 _ - •old Rolled Steel 6. 5 Ton 001
•
• it Drawing 28 I Gal. 001
leaning •
•
•
3471 qn Prt"
/ um
ydro�cide 8 Lbs. 001
..4lust Inhibitor 1 j Gal. 001
'SEE ATTACHED SHEET II-3A -
b. Products
:'a••�unl Unit Shared Discharges
SIC Code Name �'.•o.:'-:.Wv (Sae :able I) (Serial Number)
I.
•
•
•
•
• II-3

•
•
. 001
- FOR AGENCY USE
IS. Waste Abatement
tyas!e Abatement Practices Sanitary wastes are treated in_an activated
[wince Ri..vas'e abat•Ynen: 215a F:ar•a!•ver. -- •- •- - - -- ---
pear u n r!ices i.se •. thisK�ll d .lrgn —--. _ ——
w•trr a WI??narrat•v.i. (see _ sludge-type package plant with chlorination of
ens:hrct.nns) final effluent. Process waste is treated by an r�
_oil skimmer unit_ __-- - — __
•
•
•
•
•
•
b. Waste Abatement Codes 215D. (I) Bactiv. (2) Pskimc • (3)
Us•nq:tic codes listed Ill iablc .
11 of the Instruction Booklet. (3) (i) • (V)
descr.be the waste abatement •
Processes for th.S discharge•n (7) (8) (9) •
the nraer in which they w]Cur
if poslrb•e. (10) (II)
(12)
(13) 114) _ 11S)
•
• WI _ • (17) (18) •
• (191 (20) • (21)
•
(22) (23) (24)
•
(25)
•
•
•
•
•
•
•
•
11-4 •

SECTION II
ITEM 14a
SIC Code Name Max. /Day Unit Discharge
3479 Phosphatizing CRS Components 15 Gal. 001
Zinc Phosphatizing Solution
15% Zinc Ions in Solution
•
Alkaline Cleaner
50% Sodium Hydroxide 10 Gal. 001
•
Acid Pickling Solution
30% Hydrochloric Acid .3 Gal. 001
Alkaline Cleaner
70% Sodium Hydroxide 65 Lbs . 001
Rust Inhibitor •
70% Mineral Oil .2 Gal. 001
3471 Clean Adhesive Applicating Eqpt,
75% Sodium Hydroxide .4 Lbs . 001
3471 Chrome Plating
99% Chromic Acid 1 Lb. 001
'Reducing Agent
Sodium Sulfate 1 Lb. 001'
•
Stripping Agent
Total Alkalinity 68%
By Weight as Na2O .6 Lb. 001
4952 Sanitary Waste 480 001
•
•
•
II-3A

FOR AGENCY USE
Ilitill
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
Parameter
216 216
o
Color
(11Nriit X Copper
,)Ita;. X
Ammoni;i Ir.in
•
_Ut161t) _ x hl{tts
Or�_anie nitrogen — tit Lr1..nd5 i •
-- -- x
(►116(S .
---.,
Nitrate Ma',nesnuu
006211 X 011427 -
Nitrite ManganeseX
un6(5 X u)uS5 X
. Phosphorus i 1lcreury
1111665
X 71't111)
Sulfate Molybdenum
00945
X 01062
Sulfide •
—1107.15 • 111 r'6'
! 1114,7
Sulfite _ --
I►fi74ii 1 Sel:niutn r
1 n1147 • 1
BUM)rOn,isle i
ker
71ti7n (S((07
Chloride _
01107
IIl)9411 Potassium
1X 009;.
Cyanide - —_X
lih?±.l) I Sodium i .
009'4
hlusinde i ------ -- !X
(1It951 _ ! X lilt
9
• Aluminum ! 'Itit.intu:n ___
n
0I105 l l�_
•
Antimony fin iT
01097 I 01102
Arsenic I
0I0112 — Zin;
UU►9_ X
F)en Ilium -
01012 �t;ides• -
•
_ 7-015 1 X
Barium
0.111ii,7 Chloe mated organic compounds"-
X 7405_
ftoi un Pesticides' •
_1)11)22 _ _ 74053
—_.
Cadmium Oil and Treace 131r127
M I5.9) X
Calcium
Phenok
lc
X •273u X
Cobalt
01037 • r Surfaaantc i •
_ r j�,b„ X
Chromium ' t Chlorine 1 —�
(i l t►34one
X ! 5latth(1
•
(;"l'nl'f•arm bacteria ! i Radioactivity•
7 ' X 1 7401511
•Spe;U'y substances,compounds and:or elements in l:ein 2t'.
Pecncade•(insecticides.fury;tiles,.and n•dent..idest must he re;..rcd in terms of the accep t.ihte cmmman
names specified anAcceptable.(i,pnuui,t Nemes end Chow(is♦limes for tke Ingredient Statement on
Pestrcn/e Labels. 2nd Edition.Environmental Protection A canc..tt a;hi neton,U.C.202511.June 1972.ae
required by Subsection Ih2.7tbr o; the Re_ULataons for :he I-nt..rcernen;of the Federal Insecticide.
Fungicide,and Ri'denticide Act.
•
11-5

001 ( .
, FOR AGENCY USE
1[1]:[1]:[11
17. Orseriotion of Intake and Discharge
For each of the parameters listed below,enter in the appropriate box the value or code letter answer called for.(see instructions)
to addition,enter the parameter name and cotle and all required values for any of the following parameters if they were checked in Item 16;
aTr*onia,cyanide.aluminum,arsenic.beryllium,cadmium,chromium,copper,lead,mercury,nickel.selenium, zinc,phenols,oil and grease,
ar+C chlorine(residual).
Influent h
II Effluent
Ii
.a, i a..
.rt 9 I -o —
J 'le.. 1.. ill
Cri J
Parameter and Cade C
217a ? F '">J I = G ^. ° c
• (I) i (3) (4) + (5) (6) I (7) I(g)
Flow' _ I ! f •
Gallo per day 'i
fr�r5 60,000 I148,000 145,000 151, 000'
.s:ts 7.2 ` ipa
i •
o3;:o I 6.0 11 . 0 1/30 119 &
I AC
Temp-era:lire (winter)
4026 55 I 73 56 84 1/07 1
ii
!34 G
. I TYje:s -:(Simmer)• fi
7 02 7 70
84 64 90 . 1/07 189 G
SIcsele•^i�I Oxygen Demand I '
(BOD 5<=:) }g •
1
G
i
to 43 5 95 1/30 19 &
• C
c—.: )Oslgen Demand(COD)
.=') G
t•3''° 294 179 512 • 1/91 4 &
•
f
Total S3s,en a 1(nunftfterable) C
. sx�� G
r-=�a 5 l• 63 42 I94 1/30 19 &
ff t530 I
II•
Sr- :>c C•_I:,;uetance II
micrer: >=.rr at 25*C 110
its Ij , 290 1 C
,1
Sect.eaS- Matter(residue) II�,i N.D.•
G
�
�+�s;s Ii 3.b 1 80 1/07 65 &
• I II
24 C
'Oter4s_ r:_es sharing intake flow(serial numberc)•tsee instruction,)
•
11-6

•
•
17. (Cont•d.)
•
•
•
Influent lI Effluent
•
Parameter and =; 2.1 _Code ? ` •' . 1 : ? ` . s..
Z.
(I) (2) ! l:t (4) (5) (6) (7) I-(3)
•
Ammonia 00610 < 1 .22 1 < .2 1 .99 f 1/30_____ 5 7 Cr,
Cyanide 00720 < 06 < . 02 . 15 1/30 8 2403
Chromium 01034 .05 i < 0.01 C0. 01 <0.01 1/30
r13 124C
Copper 01042 .05 I ii < .013 ! < . 01 .02 1/30 7 124C
Zinc 01092 1 !l (
.02 � __ , _2_8s. .05 16.b 1/30 15 ,.
;
Phenols 32730 - il < .04 ; < . 01
ii
j .08 1/30 4 +24
Oil & Grease 00550 li 40.0 3.4 1350.0 ( iG
1/30 25 ��g
Iron .05 3 .0 .03 26.0 1/30 - 19 24
Phosphorus 00665 .33 3.5 . 6 9.4 1/30 - 4 ?Gh&C
•
1ff. Plant Controls Check if the rot. 21a
lowing plant controls are available
for this discharge.
Alternate power source for major f l APS
pumping facility.
Alarm or emergency procedure for - 0 Alfl.1
power or equipment failure
Complete item 19 if discharge is
. from cooling and/or steam water .
generation and water treatment -
addrtrves are used.
•
19. Water Treatment Additives If the
discharge is treatco witn any con.
ditioner.rnh.brtur.Or arg.c.de.
answer the following• -
a. Name of Material(s) 219a Chlorine
b. Name and address of manu•
•facturer 219b Purchased from
Worth Chemical Corp.
( 818Tuckasee'vee Rd.
Charlotte, NC 2821.4
•
t p
Quantity(Pounds added per 219c 8.5
5
rf IIiort gallons of water treated).
II-7

•
OO Z ( FOR AGENCY USE
•
11iTrnT
d. Chemical composition of these 1 2.19d I Na UCT •_•
additives(see instructions). L • -
Complete items 20-25 if there is a thermal discharge
(e.g.,associated with a steam and/or power generation
plant,steel mill,petroleum refinery,or any other •
manufacturing process)and the total discharge flow is
740 million gallons per day or more. (see Instructions)
20. Thermal Discharge Source Check .220
the appropriate item(s)indicating
the source Of the discharge. (see
instructions)
Bailer Slowdown 0 also
Boiler Chemical Cleaning Docci-
Ash Pond Overflow OApoc
Boiler Water Treatment —Evapora- ,C.EPBO
for Slowdown •
Oil Or Coal Fired Plants—Effluent L OCFP
from Air Pollution Control Devices
Condense Cooling Water ' U CoND
Cooling Tower Slowdown • r-CTBD
Manufacturing Process 0;:FP? •
-
Other `.;O7r+A
2.1. Discharge/Receiving Water Temper- •
ature Difference I •
•
Give the maximum temperature
difference between the discharge
and receiving waters for summer •
and winter operating conditions. E j
(see instructions)
Summer
E 221 a _ °F,
•
Winter 221b,
22. Discharge Temperature, Rate of •
Change Per Hour 222 _ °F,/hour
Give the maximum possible rate of .
temperature change per hour of •
discharge under operating con-
ditrons.• (see instructions) -
23. Water Temperature,Percentile
. Report(Frequency of Occurrence)
I.n the table•below,enter the
temperature which is exceeded 10%
Of the year,5%of the year, le.of
the year and not at all(maximum
yearly temperature), (see instructions) •
Frequency of occurrence !
Z 10s. ! Say ' 1°s' , Maximum
a. Intake water Temperature 223a of I OF! OF! of
(Subject to natural changes) + '
D. Discharge Water Temperature 223b ! r► OF of 1 OF
• 24. Water Intake Velocity- 224 feet/sec.
(see instructions)
25. Retention Time Give the length Of 225 .minutes
time, in minutes. from start of
water temperature rise to discharge
of cooling water. (See instructions)
•
It-S •

o:SCHARGE SERIAL NUMB=P
FOR AGENCY USE
lllflll
26. Additional Information
226 Item • information
203 Chas. T. Main, Inc. , Report 2922-2-1 Dated 8/19/77
Issued•jo Division of Environmental Management, 'N. C.
Department of Natural & Economic Resources, Mooresville,
N. C. --
203 Chas. T. Main, Inc. , Addendum to Report 2922-2-1
Dat_e&.12/12/77. Issued to Division of Environmental
Management, N. C. Department of Natural & Economic
Resources, Mooresville, N. C.
216 Algicide (74051) Mercaptobenzo Thiozate, Quarternary
----------___--_ -• Ammonium Salt
•
•
•
•
•
•
•
•
11-9

FOR AGENCY USE.
STANDARD FORM C — MANUFACTURING AND COMMERCIAL
SECTION M. WASTE ABATEMENT REQUIREMENTS& IMPLEMENTATION(CONSTRUCTION)SCHEDULE
This sec bon requires information on any uncompleted implementation schedule which may have been Imposed for construction of waste abate-
merit fac,iities. 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 la.)AND/OR STAGED CONSTRUCTION OF SEPARATE.OPERATION UNITS
(Item lc). SU3MPT A SEPARATE SECTION ul FOR EACH ONE.
FOR AGENCY USE
1. Improvements 300
a_ Discharge Serial Number SCH=_p.IVO.
Affected List the discharge 30121. 0 0 1
serial numbers,assigned in
Section I I,that are covered by
this implementation schedule.
b. Authority Imposing Require-
merits Check the appropriate
item indicating the authority for
implementation schedule. If
the identical implementation
•
schedule has been ordered by
more than one authority,check
the appropriate items. (See
instr•,:cPons)
Locally developed plan 301b OLOC •
Areawide Plan ARE
Basic Plan ❑BAS
State approved implementa-
tion schedule I3SQS
Federal approved water
quauy standards implementa-
tion plan. Cci.voS
Federal enforcement proced-
ure or action ❑ENF
State court order QCRT
Federal court order • - El FED
C- Fatality Requirement. Specify • .••
tire 3-character code of those 3-character
listed below that best describes (general)
ir.general terms the require-
ment of the implementation 301e
schedule and the applicable six-
.character abatement code(s)
from Table t1 of the Instruction
Docklet. If more than one 301d 6-character
schedule applies to the facility (specific)
because of a staged construction (Sirert3Py Z,Ql4 jJl!)3
scnedu!e,state the stage of con- tr
S.:ruction being described here
with the appropriate general CFLOCC
action code. Submit a separate
Section ill for each stage of SOTHER
construction planned.
• New Facility NEW
Modification(no increase in capacity or treatment) MOO
Increase in Capacity INC •
Increase in Treatment Level INT
Both increase in Treatment Level and Capacity ICT
Process Change PRO
Elimination of Discharge ELI
•
HI-1
This section contains 2 pages.

2. 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./OM
a. Preliminary plan complete 3021 ____/-/ 303a. --/--/
b. Final plan submission 303b / / •
C. Final plan complete 302c /_/ 3.03e
d. Financing complete&contract awarded 302Q / / 303*
•
e. Site acquired .302e /_/ • 303e
t. Begin action(e.g..construction) 302! / / 333t
g. End action(e.g..construction) 302g /_/ 3039 /
•
h. Discharge Began 302h /_/ 303M1 / /
I. Operational level attained 3021 ___/___/___ 3031
1. Submit engineering design report for State approval. 8/19/77
2.* Approval of design report by State. 9/15/77
3. Start engineering design. 9/15/77
g. Submit engineering drawings and specifications for State approval. 12/30/77
5.* Approval of engineering drawings and specifications by State. 2/01/78
6. Issue drawings and specifications for "General Construction" bids . 2/01/78
7. Award "General Construction" contract. 3/01/78
8. Begin construction of wastewater treatment facilities. 3/15/78
9. Complete construction of wastewater treatment facilities . 11/01/78
10. Attain operational effectiveness by the treatment system by: 12/15/78
*Construction schedule is contingent upon receipt of approval of the engineering
design report and construction drawings and specifications as listed herein by
the N. C. Dept. of Environmental Management and EPA.
•
•
•
III-2
GPO ee5-742

• GE0LOG1CAL 5L•itVti . • , .
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?. ; V• :0'^,!-;.p,_ _ f J, - -:▪ ' ‘ =1', FROM USGS MAP, 1947, 1;62,500.
/ . --- . .--- If •::: = _'T, PRECISION SEAL DIVISION
<'+Ii.'TJ7R Chi r 5.;%- .
3 ,- • •,4_•-..'•• e �-.--�-1..:; - ,_ t:• GARLOCK, INC.
:%.--cr.—• •:-/:1_ y`7 ._;. %+, ,'-;\ •
.:. GASTONIA, GASTON COUNTY,
C.-,: r Vic. •'•I:h .:,- t. ' -.:•ir„ -_
' _ -'r; 1-.L.,1-:;�,_�:=_ :--_`t • ':' r,..3:1 NORTH CAROT:T?

C17-ti OP t_\STO‘,I 1
C W is
1..1E,..t.i OLD
15;000 GM../(86 3 v4z t•-.)4...-? ic., 300 6 bk1.11 Co 142_ DN.Y 1340 GAL/ lc) (AZ DAY) ir (1C0,3 0 GNU 13/1,Y)
, 4 300 GPO
(300 Pb)G
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;
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(i06O GPI))
IV 500 GAL_ IV ck OR/
(4,200 GPP)
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C.1... .NNIt\I
_T
WASH- UP WATER
1.000 PD 1 1
1000 GPO
(1000 GPD) (I zoo GP
400 cit......„-t kotc__
•
PROCESS EQUIP • ,5's::0 GPO
C OOLI 1‘)C., WATER Clb,100 GPD)
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ry Dr, ".; GPO (1=---. : 2:
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(t4000 G-p ) /
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. ,

IN't:4• COMPQi.SSO Q5
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/
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/ 6 -2 -77.
/
/ PnE:ISSioN SEAL D"V1r1O1":, GARLOCK. t4C_
U) C,:.STOHIA, NORTH CARGUN t,
/
/ . WASTEWATER TREA'.M% SYSTEM IMD=,n v'cti_NT.S
SCHEMATIC DI AGR A M
0-- 149, 000 GPD WASTEWATE R FLOWS
(148' 000 GPD)
Q } yt_t Pi.).5 F'% h a N E.-
' ._.. i 2922 - 2 R?{
o►•w�IQac...�.c-*.C� Cfi:�ti.T. .\I:tl�. INC*
•

4.- •
NORTH CAROLINA DEPT. OF NATURAL & ECONOMIC RESOURCES
ENVIRONMENTAL MANAGEMENT COMMISSION
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
•
APPLICATION FOR PERMIT TO DISCHARGE
ADDITIONAL REQUIRED INFORMATION
•
APPLICATION NUMBER •
DISCHARGE SERIAL NUMBER 001
REFER TO DIRECTIONS ON REVERSE SIDE BEFORE ATTEMPTING TO COMPLETE THIS FORM
. , v 2 ,
:z " i-
.�. i i - P. v .. v
tO
a 1 :J T _ = = - _ T
(Code) D _ c _ = ^ ! � > - < Z < ri'i
{501)
-(1) (2) (3) (4) (5) (6) (7) (g)
Ammonia 00610 1.22 .2 1. 99 1/30 5 24C
Cyanide 00720 . 06 .02 . 15 1/30 8 24C
Chromium 01034 . 05 0. 01 0. 01 0.01 1/30 13 G&24C
Copper 01042 . 05 . 015 .01 , . 02 1/30 7 24C
Zinc 01092 . 02 2. 8 .05 • 16. 6 1/30 15 G&24C
Phenols 32730 . 04 .01 . .08 1/30 4 24C
Oil & Grease 00550 40.0 3.4 350. 0 _ 1/30 25 G&24C
Iron -01045 • . 05 3.0 .03 26.0 • 1/30 19 G&24C
Phosphorus- 00665 . 33 3. 5 .6 9.4 1/30 4 G&24C
•
•
I certify 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. •
E. W. Linser, Jr.
Date Form Completed Name of Authorized Agent Signature

. . r
A.
• � 0
Directions.--For each parameter listed, complete the than 15 minutes).
information requested in each column in the units specified : For composite sample "#" is to be•replaced by the
according to the instructions given below. average number of hours over which the composite
Ct'lunur I. Enter the daily average value of the intake sample was collected. Composite samples are com-
water at the point it enters the facility. If intake water is binations of individual samples obtained at intervals
from more •than one source, and enters the facility at over a time period. Either the volume of each in-
szparate entry points, the value given in column I should be dividual sample is directly proportional to discharge
weighted proportional to the quantity of flow contributed flow rates or the sampling interval (for constant-
from each source. if water is treated before use,completion volume samples) is inversely proportional to the
of this column is not required (see instructions for column flow rates over the time period used to produce the
2).Values of intake arc not required for mining activities. composite.
Column 2. It'all or part of intake water is treated before
use. provide values for total intake here instead of in NA If"CONT' was entered in column 6.
Column 1. Also describe briefly in item 26 "additional Atruh•ticul methods.- Appendix A contains ail parameters
information," the type of treatment performed on intake with their reporting levels. test descriptions,and references.
water (e.g.. rapid sand filtration, coagulation, flocculation, The parameter values can be determined either by use of one
ifm exchange.. etc.) and the percent. of intake water of the standard analytical methods as described in table A or
contributing.to this discharge that has been treated. by methods previously approved by the EPA Regional
Co/weir 3.—Supply daily average value for the days when Administrator or Director of a federally approved State
discharge is actually operating or is expected to be operat- program (or their authorized representatives) which has
ine (a new discharge). Daily average.values are to be corn- jurisdiction over the State in which the discharge Occurs. if
puled by weighting the daily value in proportion to the daily the test used is not one shown in table A,the test procedure
flow. If a discharge occurs irregularly, the value supplied should be referenced in"Remarks" or on a separate sheet.If
in the column marked "Daily Average"_should represent values are determined to be less than the detectable limit(as
.are average for the average for the days the discharge actually determined by referenced standard analytical techniques
ocurs. Average values are not- to be supplied for pH, and/or instrument manufacturer's literature), specify "LT
_.; cific conductance,-and bacteriological parameters (e.g., (value of detectable limit)" in the appropriate space. For
califorr, bacteria). example. if the detectable limit is .005 mg/I and quantities
Coit/mrrc 4 and 5. --Supply minimum and maximum value of less than this are determined, specify "LT.005."Do not
of crv-ed (or expected for new discharge) over any one day enter descriptors such as "NIL," "TRACE," "NEC," etc.,
wi;en the discharge is operating. for this purpose. If it is your reasoned judgenient that one or
Gehl ntn h. Specify the average frequency of analysis for more of the required parameters is not present in the initial
• each parameter as number analyses per number of days(e.g.. untreated or treated process water and/or the discharge,
"3 1 ,is equivalent to :three analyses performed every 7 enter an "A" (meaning "absent") in the appropriate space.
days). If continuous, enter "CONT." When analyses are In order for values reported to be representative, it is
conducted on more than one individual grab sample col- recommended that they be based on from at least five to
leered during the same day, the analysis frequency should seven analyses of composite samples (if applicable). Each of
reflect one analysis whose value is the average of the the composite samples should be obtained by compositing
individaal •grab sample measurements. Average frequency frequent samples in proportion to flow over an operating
ski>uld he based on an operating month. day. Samples should be taken during period of maximum
Grnroinr 7. --Specify the number of analyses performed at production. if possible. If samples are taken at periods of
the aver::ee frequency specified in column 6. up to.365. less than maximum production, state in "Remarks" the
C„lrcriie. .-- Specify sample type as follows: percent of maximum production that was obtained during
G For grab sample (individual sample collected in less the sampling period. -
•
GPO 865.710

Division of Environmental Management
a 30, 1978
Mr. Edward W. Liner, Jr. 41,44 P.R.O.
Vice-President, Manufacturing � 7 19T8
Precision Seal Division
Garlock, Inc.
P. 0. Box 2359 WATER AND AIR
Gastonia, N. C. 28052 QUALITY
Subject: Permit No. NC0004260
Garlock, Inc.
Gaston, County
Dear Mr. Liner:
We are forwarding herewith the subject State-NPDES Permit. This Permit
is issued pursuant to the requirements of North Carolina General Statutes 143-
215.1 and the Memorandum of Agreement between North Carolina and the U. S.
Environmental Protection Agency dated October 19, 1975.
If any parts, requirements, or limitations contained in this Permit are
unacceptable to you, you have the right to an adjudicatory hearing before a
hearing officer upon written demand to the Director within 30 days following
receipt of this Permit, identifying the specific issues to be contended.
Unless such demand is made, this Permit shall be final and binding.
Please take notice that this Permit is not transferable. Part II, B.2.
addresses the requirements to be followed in case of change in ownership or
control of this discharge.
This Permit does not affect the legal requirement to obtain other Permits
which may be required by the Division of Environmental Management. If you
have any questions concerning this Permit, please contact us.
Sincerely,
Ori i:.al Si4)10 by
A. F McRGRIE
A. F. McRorie
Director
cc;mouth Piedmont Field Office
Mr. George Harlow, EPA

' 4 , p A A
4x)
0 /
/7/
Na? \)"\''''fv, i /
'I , \I(') :4\i‘?
V \`}7r
y 0 105
P DIVISION OF ENVIRONMENTAL C1CllWAG EMENT
fX' \
\\,ife
R ANC July 26, 1978
Mr.. lilliam U. Johns, Manager
Garlock, Inc.
Precision Feel Division
P.O. Box 2359
Gastonia, F'C 28052
SUBJECT: NPDES Permit No. NCr004260
Dear Mr. Johns:
Am you know, the subject permit was issued to Garlock, Inc.. for its
facilities in Gaston County, North Carolina. Based on a joint review by
Region IVEI`A and this Division, it has been determined that Garlock, Inc.
does not qualify for the industrial extension to meet July, 1977 effluent:•
limits. Accordingly, a Special Order by Consent which would auths.rite the
Company to operate under less strigent effluent limits with a protracted
compliance schedule would not be appropriate. Should the Company find that
the limits contained in the recently issued permit to be unacceptable, you
should initiate a request for adjudication. Thu are reminded that the dead-
hale for such a request is 30 days following the receipt of the permit.
Your consulting engineer, Chas. T. Main, Inc. , has beenfu].l.y irformea
of thr: reatons why a Special Order by Consent is not appropriate at this
time. If you have any questions, please do not hesitate to contact Yr. Robert
A. Career„ Head, Water Quality Operations Branch at (91S) 733-7120.
Sincerely,
0ri4anal &fined by
A F'. M R O R ±,
A. F. McRorie
Director
4:1. ...,,
5 4 l,A:
.,ern
.:. ... fir
4,

Ilk North Carolina Department of Natural
my Resources &Community Development
James B. Hunt, Jr., Governor Howard N. Lee, Secretary
DIVISION OF ENVIRONMENTAL MANAGEMENT
July 13, 1978
Mr. William H. Johns, Manager
Garlock, Inc.
Precision Seal Division
P. 0. Box 2359
Gastonia NC 28052
SUBJECT: Special Order By Consent
Garlock, Inc.
Precision Seal Division
Gaston County
Dear Mr. Johns:
This letter is to forward the original and three (3) copies of a
Special Order by Consent which, if executed by the Company, will be pre-
sented to the Environmental Management Commission for approval. The Order
recognizes the Company's desire to comply with appropriate provisions of
P. L. 92-500, as amended. The Order recognizes that, despite the desire and
intent to comply, the construction of additional wastewater treatment facilities
will be required to meet the final effluent limitations to protect the water
quality in the receiving stream.
The Company will be expected to continue to operate and maintain existing
wastewater treatment facilities described in NPDES Permit No. NC0004260
except as are allowed by the attached Special Order by Consent. If you have
any questions or concern about any term or condition contained in the Order,
please contact Mr. Craig Bromby, Enforcement Officer, at 919/733-7247. This
Special Order by Consent is to be signed and returned within fourteen (14)
days after receipt.
Sincerely,
A. F . McRorie
Director
Attachment
cc: Mr. Robert A. Carter
Mr. Paul J. Traina
Mr. Rex Gleason P.O. Box 27687 Raleigh, North Carolina 27611
An Equal Opportunity Affirmative Action Employer

NORTH CAROLINA
SPECIAL ORDER BY CONSENT
EMC WQ 78-31
GASTON COUNTY
IN THE MATTER OF DISCHARGES TO
INADEQUATELY TREATED WASTEWATERS
FROM GARLOCK, INC. - PRECISION
SEAL DIVISION
GASTON COUNTY, NORTH CAROLINA
THIS ORDER BY CONSENT made and entered into by Garlock, Inc. - Precision
Seal Division, a corporation incorporated into the State of North Carolina, having
its home offices near Gastonia, North Carolina, hereinafter referred to as the
COMPANY, with the North Carolina Environmental Management Commission, an agency
of the State of North Carolina, hereinafter referred to as the COMMISSION.
WITNESSETH:
I. The COMPANY does hereby stipulate as follows:
A. That it owns and operates waste treatment facilities located in Gaston
County, North Carolina, and in operating does discharge treated waste-
water to Crowders Creek, which is classified "C", in the Catawba River
Basin under NPDES Permit No. NC0004260.
B. The COMPANY will be unable to comply with final effluent limitations
required by the COMMISSION to protect water quality in the receiving
stream without construction of additional wastewater treatment
facilities.
II. The COMPANY and the COMMISSION recognize the following:
A. The record of performance of the present waste treatment facility
indicates that the COMPANY is able to operate and maintain facilities
so as to provide only partial treatment of the wastewater discharge.
B. The COMPANY in order to achieve compliance with final effluent limits
and to minimize impact on water quality in Crowders Creek, must con-
struct additional facilities.
C. The construction of additional facilities shall include the following:
(1) A physical-chemical wastewater treatment system consisiting of
and equalization basin, pH adjustment, alum and lime feed units
and mixing basins, clarification, sludge dewatering facilities,
and a final filtration system.
III. The COMPANY, desiring to comply with the legal requirements of the COMMISSION

Page Two
regarding waste disposal and with all pertinent provisions of the law and
applicable rules and regulations of the COMMISSION, does hereby agree to
do and perform all of the following things:
A. Continue to operate and maintain all existing waste treatment
facilities so as to meet the following interim effluent limitations
for outfall serial number 001:
Effluent Characteristics Discharge Limitations
kg/day(lbs/day) Other Units(Specify)
Daily Daily Daily Daily
Average Maximum Average Maximum
Flow-m3/day (MGD) 719(0.190)
BOD5 21.6(47.5) 32.3(71.3) 30 mg/1 45 mg/1
TSS 43.1(95.1) 64.7(142.6) 60 mg/1 90 mg/1
NH3 as N 10.8(23.8) 18.0(39.6) 15 mg/1 25 mg/1
Fecal Coliform Bacteria(Geometric Mean) 1000/100 ml 2000/100 ml
Oil and Grease 21.6(47.5) 32.3(71.3) 30 mg/1 45 mg/1
Phenols 0.22(0.48) 0.36(0.79) 0.30 mg/1 0.50 mg/1
Cyanide 0.11(0.24) 0.14(0.32) 0.15 mg/1 0.20 mg/1
Chromium, Total 0.26(0.57) 0.39(0.86)
Copper o.26(0.57) 0.39(0.86)
Iron 4.63(10.2) 6.94(15.3)
Phosphorous 2.59(5.70) 3.90(8.60)
Zinc 3.63(8.00) 5.40(11.9)
The temperature shall be such as to not cause a temperature in the receiving
stream of 5°F above ambient stream water temperature.
The pH shall not be less than 6.0 standard units nor greater than 10.0 standard
units and shall be montored as required by the North Carolina Division of
Environmental Management.
There shall be no discharge of floating solids or visible foam in other than
trace amounts.
Samples taken in complaince with the monitoring requirements specified in
NPDES Permit No. NC0004260 above shall be taken at the following location(s) :
As required by the North Carolina Division of Environmental Management:
B. Operate and maintain waste treatment facilities so as to meet the
interim effluent limitations for outfall 001 during the following
period:
(1) Beginning on the effective date of this Order,
(2) And lasting until May 3, 1979.
C. Beginning as soon as possible and during the period which the interim
effluent limitations are effective the COMPANY shall enter into a
contract for the construction of and construct adequate wastewater
treatment facilities in accordance with the following schedule:

Page Three
(1 ) Upon authorization by the North Carolina Division of Environmental
Management, begin construction on or before June 19, 1978.
(2) Complete construction on or before March 30, 1979.
D. Compliance with final effluent limitations specified in NPDES Permit
No. NC 0004260 will be attained by May 4, 1979.
IV. Any violation of the terms and conditions of this Order, including failure
to consistently achieve the interim effluent limitations, may subject the
Company to enforcement action pursuant to N. C. G. S. 143-215.6, including
assessment of civil penalties .
This the day of , 1978.
Garlock, Inc. - Precision Seal Division
BY:
Chairman of the Board
N. C. Environmental Management Commission
BY:
Chairman
Approved and Accepted
Date:

NORTH CAROLINA
SPECIAL ORDER BY CONSENT
EMC WQ 78-31
GASTON COUNTY
IN THE MATTER OF DISCHARGES TO
INADEQUATELY TREATED WASTEWATERS
FROM GARLOCK, INC. - PRECISION
SEAL DIVISION
GASTON COUNTY, NORTH CAROLINA
THIS ORDER BY CONSENT made and entered into by Garlock, Inc. - Precision
Seal Division, a corporation incorporated into the State of North Carolina, having
its home offices near Gastonia, North Carolina, hereinafter referred to as the
COMPANY, with the North Carolina Environmental Management Commission, an agency
of the State of North Carolina, hereinafter referred to as the COMMISSION.
WITNESSETH:
I. The COMPANY does hereby stipulate as follows:
A. That it owns and operates waste treatment facilities located in Gaston
County, North Carolina, and in operating does discharge treated waste-
water to Crowders Creek, which is classified "C", in the Catawba River
Basin under NPDES Permit No. NC0004260.
B. The COMPANY will be unable to comply with final effluent limitations
required by the COMMISSION to protect water quality in the receiving
stream without construction of additional wastewater treatment
facilities.
II. The COMPANY and the COMMISSION recognize the following:
A. The record of performance of the Present waste treatment facility
indicates that the COMPANY is able to operate and maintain facilities
so as to provide only partial treatment of the wastewater discharge.
B. The COMPANY in order to achieve compliance with final effluent limits
and to minimize impact on water quality in Crowders Creek, must con-
struct additional facilities.
C. The construction of additional facilities shall include the following:
(1) A physical-chemical wastewater treatment system consisiting of
and equalization basin, pH adjustment, alum and lime feed units
and mixing basins, clarification, sludge dewatering facilities,
and a final filtration system.
III. The COMPANY, desiring to comply with the legal requirements of the COMMISSION

Page Two
regarding waste disposal and with all pertinent provisions of the law and
applicable rules and regulations of the COMMISSION, does hereby agree to
do and perform all of the following things:
A. Continue to operate and maintain all existing waste treatment
facilities so as to meet the following interim effluent limitations
for outfall serial number 001:
Effluent Characteristics Discharge Limitations
kg/day(lbs/day) Other Units(Specify)
Daily Daily Daily Daily
Average Maximum Average Maximum
Flow-m3/day (MGD) 719(0.190)
BOD5 21.6(47.5) 32.3(71.3) 30 mg/1 45 mg/1
TSS 43.1(95.1) 64.7(142.6) 60 mg/1 90 mg/1
NH3 as N 10.8(23.8) 18.0(39.6) 15 mg/1 25 mg/1
Fecal Coliform Bacteria(Geometric Mean) 1000/100 ml 2000/100 ml
Oil and Grease 21.6(47.5) 32.3(71.3) 30 mg/1 45 mg/1
Phenols 0.22(0.48) 9.36(0.79) 0.30 mg/1 0.50 mg/1
Cyanide 0.11(0.24) 0.14(0.32) 0.15 mg/1 0.20 mg/1
Chromium, Total 0.26(0.57) 0.39(0.86)
Copper 0.26(0.57) 0.39(0.86)
Iron 4.63(10.2) 6.94(15.3)
Phosphorous 2.59(5.70) 3.90(8.60
Zinc 3.63(8.00) 9.40(11.9)
The temperature shall be such as to not cause a temperature in the receiving
stream of 5°F above ambient stream water temperature.
The pH shall not be less than 6.0 standard units nor greater than 10.0 standard
units and shall be montored as required by the North Carolina Division of
Environmental Management.
There shall be no discharge of floating solids or visible foam in other than
trace amounts.
Samples taken in complaince with the monitoring requirements specified in
NPDES Permit No. NC0004260 above shall be taken at the following location(s):
As required by the North Carolina Division of Environmental Management:
B. Operate and maintain waste treatment facilities so as to meet the
interim effluent limitations for outfall 001 during the following
period:
(1) Beginning on the effective date of this Order,
(2) And lasting until May 3, 1979.
C. Beginning as soon as possible and during the period which the interim
effluent limitations are effective the COMPANY shall enter into a
contract for the construction of and construct adequate wastewater
treatment facilities in accordance with the following schedule:

Page Three
(1 ) Upon authorization by the North Carolina Division of Environmental
Management, begin construction on or before June 19, 1978.
(2) Complete construction on or before March 30, 1979.
D. Compliance with final effluent limitations specified in NPDES Permit
No. NC 0004260 will be attained by May 4, 1979.
IV. Any violation of the terms and conditions of this Order, including failure
to consistently achieve the interim effluent limitations, may subject the
Company to enforcement action pursuant to N. C. G. S. 143-215.6, including
assessment of civil penalties.
This the day of , 1978.
Garlock, Inc. - Precision Seal Division
BY:
Chairman of the Board
N. C. Environmental Management Commission
BY:
Chairman
Approved and Accepted
Date:

NORTH CAROLINA
SPECIAL ORDER BY CONSENT
EMC WQ 78-31
GASTON COUNTY
IN THE MATTER OF DISCHARGES TO
INADEQUATELY TREATED WASTEWATERS
FROM GARLOCK, INC. - PRECISION
SEAL DIVISION
GASTON COUNTY, NORTH CAROLINA
THIS ORDER BY CONSENT made and entered into by Garlock, Inc. - Precision
Seal Division, a corporation incorporated into the State of North Carolina, having
its home offices near Gastonia, North Carolina, hereinafter referred to as the
COMPANY, with the North Carolina Environmental Management Commission, an agency
of the State of North Carolina, hereinafter referred to as the COMMISSION.
WITNESSETH:
I. The COMPANY does hereby stipulate as follows:
A. That it owns and operates waste treatment facilities located in Gaston
County, North Carolina, and in operating does discharge treated waste-
water to Crowders Creek, which is classified "C", in the Catawba River
Basin under NPDES Permit No. NC0004260.
B. The COMPANY will be unable to comply with final effluent limitations
required by the COMMISSION to protect water quality in the receiving
stream without construction of additional wastewater treatment
facilities.
II. The COMPANY and the COMMISSION recognize the following:
A. The record of performance of the present waste treatment facility
indicates that the COMPANY is able to onerate and maintain facilities
so as to provide only partial treatment of the wastewater discharge.
B. The COMPANY in order to achieve compliance with final effluent limits
and to minimize impact on water quality in Crowders Creek, must con-
struct additional facilities.
C. The construction of additional facilities shall include the following:
(1) A physical-chemical wastewater treatment system consisiting of
and equalization basin, pH adjustment, alum and lime feed units
and mixing basins, clarification, sludge dewatering facilities,
and a final filtration system.
III. The COMPANY, desiring to comply with the legal requirements of the COMMISSION

Page Two
regarding waste disposal and with all pertinent provisions of the law and
applicable rules and regulations of the COMMISSION, does hereby agree to
do and perform all of the following things:
A. Continue to operate and maintain all existing waste treatment
facilities so as to meet the following interim effluent limitations
for outfall serial number 001:
Effluent Characteristics Discharge Limitations
kg/day(lbs/day) Other Units(Specify)
Daily Daily Daily Daily
Average Maximum Average Maximum
Flow-m3/day (MGD) 719(0.190)
BOD5 21.6(47.5) 32.3(71.3) 30 mg/1 45 mg/1
TSS 43.1(95.1) 64.7(142.6) 60 mg/1 90 mg/1
NH3 as N 10.8(23.8) 18.0(39.6) 15 mg/1 25 mg/1
Fecal Coliform Bacteria(Geometric Mean) 1000/100 ml 2000/100 ml
Oil and Grease 21.6(47.5) 32.3(71.3) 30 mg/1 45 mg/1
Phenols 0.22(0.48) 0.36(0.79) 0.30 mg/1 0.50 mg/1
Cyanide 0.11(0.24) 0.14(0.32) 0.15 mg/1 0.20 mg/1
Chromium, Total 0.26(0.57) 0.3Q(0.86)
Copper 0.26(0.57) 0.39(0.86)
Iron 4.63(10.2) 6.94(15.3)
Phosphorous 2.59(5.70) 3.90(8.60)
Zinc 3.63(8.00) 6.40(11.9)
The temperature shall be such as to not cause a temperature in the receiving
stream of 5°F above ambient stream water temperature.
The pH shall not be less than 6.0 standard units nor greater than 10.0 standard
units and shall be monitored as required by the North Carolina Division of
Environmental Management.
There shall be no discharge of floating solids or visible foam in other than
trace amounts.
Samples taken in complaince with the monitoring requirements specified in
NPDES Permit No. NC0004260 above shall be taken at the following location(s) :
As required by the North Carolina Division of Environmental Management:
B. Operate and maintain waste treatment facilities so as to meet the
interim effluent limitations for outfall 001 during the following
period:
(1) Beginning on the effective date of this Order,
(2) And lasting until May 3, 1979.
C. Beginning as soon as possible and during the period which the interim
effluent limitations are effective the COMPANY shall enter into a
contract for the construction of and construct adequate wastewater
treatment facilities in accordance with the following schedule:

Page Three
(1 ) Upon authorization by the North Carolina Division of Environmental
Management, begin construction on or before June 19, 1978.
(2) Complete construction on or before March 30, 1979.
D. Compliance with final effluent limitations specified in NPDES Permit
No. NC 0004260 will be attained by May 4, 1979.
IV. Any violation of the terms and conditions of this Order, including failure
to consistently achieve the interim effluent limitations, may subject the
Company to enforcement action pursuant to N. C. G. S. 143-215.6, including
assessment of civil penalties .
This the day of , 1978.
Garlock, Inc. - Precision Seal Division
BY:
Chairman of the Board
N. C. Environmental Management Commission
BY:
Chairman
Approved and Accepted
Date:

NORTH CAROLINA
SPECIAL ORDER BY CONSENT
EMC WQ 78-31
GASTON COUNTY
IN THE MATTER OF DISCHARGES TO
INADEQUATELY TREATED WASTEWATERS
FROM GARLOCK, INC. - PRECISION
SEAL DIVISION
GASTON COUNTY, NORTH CAROLINA
THIS ORDER BY CONSENT made and entered into by Garlock, Inc. - Precision
Seal Division, a corporation incorporated into the State of North Carolina, having
its home offices near Gastonia, North Carolina, hereinafter referred to as the
COMPANY, with the North Carolina Environmental Management Commission, an agency
of the State of North Carolina, hereinafter referred to as the COMMISSION.
WITNESSETH:
I. The COMPANY does hereby stipulate as follows:
A. That it owns and operates waste treatment facilities located in Gaston
County, North Carolina, and in operating does discharge treated waste-
water to Crowders Creek, which is classified "C", in the Catawba River
Basin under NPDES Permit No. NC0004260.
B. The COMPANY will be unable to comply with final effluent limitations
required by the COMMISSION to protect water Quality in the receiving
stream without construction of additional wastewater treatment
facilities.
II. The COMPANY and the COMMISSION recognize the following:
A. The record of performance of the present waste treatment facility
indicates that the COMPANY is able to overate and maintain facilities
so as to provide only partial treatment of the wastewater discharge.
B. The COMPANY in order to achieve compliance with final effluent limits
and to minimize impact on water quality in Crowders Creek, must con-
struct additional facilities.
C. The construction of additional facilities shall include the following:
(1) A physical-chemical wastewater treatment system consisiting of
and equalization basin, pH adjustment, alum and lime feed units
and mixing basins, clarification, sludge dewatering facilities,
and a final filtration system.
III. The COMPANY, desiring to comply with the legal requirements of the COMMISSION

Page Two
regarding waste disposal and with all pertinent provisions of the law and
applicable rules and regulations of the COMMISSION, does hereby agree to
do and perform all of the following things:
A. Continue to operate and maintain all existing waste treatment
facilities so as to meet the following interim effluent limitations
for outfall serial number 001:
Effluent Characteristics Discharge Limitations
kg/day(lbs/day) Other Units(Specify)
Daily Daily Daily Daily
Average Maximum Average Maximum
Flow-m3/day (MGD) 719(0.190)
BOD5 21.6(47.5) 32.3(71.3) 30 mg/1 45 mg/1
TSS 43.1(95.1) 54.7(142.6) 60 mg/1 90 mg/1
NH3 as N 10.8(23.8) 18.0(39.6) 15 mg/1 25 mg/1
Fecal Coliform Bacteria(Geometric Mean) 1000/100 ml 2000/100 ml
Oil and Grease 21.6(47.5) 3?.3(71.3) 30 mg/1 45 mg/1
Phenols 0.22(0.48) 0.36(0.79) 0.30 mg/1 0.50 mg/1
Cyanide 0.11(0.24) 0.14(0.32) 0.15 mg/1 0.20 mg/1
Chromium, Total 0.26(0.57) 0.39(0.86)
Copper 0.26(0.57) 0.39(0.86)
Iron 4.63(10.2) 6.94(15.3)
Phosphorous 2.59(5.70) 3.90(8.60)
Zinc 3.63(8.00) 5.40(11.9)
The temperature shall be such as to not cause a temperature in the receiving
stream of 5°F above ambient stream water temperature.
The pH shall not be less than' 6.0 standard units nor greater than 10.0 standard
units and shall be monitored as required by the North Carolina Division of
Environmental Management.
There shall be no discharge of floating solids or visible foam in other than
trace amounts.
Samples taken in complaince with the monitoring requirements specified in
NPDES Permit No. NC0004260 above shall be taken at the following location(s) :
As required by the North Carolina Division of Environmental Management:
B. Operate and maintain waste treatment facilities so as to meet the
interim effluent limitations for outfall 001 during the following
period:
(1) Beginning on the effective date of this Order,
(2) And lasting until May 3, 1979.
C. Beginning as soon as possible and during the period which the interim
effluent limitations are effective the COMPANY shall enter into a
contract for the construction of and construct adequate wastewater
treatment facilities in accordance with the following schedule:

Page Three
Iiiiiiiiir
(1 ) Upon authorization by the North Carolina Division of Environmental
Management, begin construction on or before June 19, 1978.
(2) Complete construction on or before March 30, 1979.
D. Compliance with final effluent limitations specified in NPDES Permit
No. NC 0004260 will be attained by May 4, 1979.
IV. Any violation of the terms and conditions of this Order, including failure
to consistently achieve the interim effluent limitations, may subject the
Company to enforcement action pursuant to N. C. G. S. 143-215.6, including
assessment of civil penalties .
This the day of , 1978.
Garlock, Inc. - Precision Seal Division
BY:
Chairman of the Board
N. C. Environmental Management Commission
BY:
Chairman
Approved and Accepted
Date:

DIVISION OF ENVIRONMENTAL MANAGEMENT
July 13, 1978
Mr. William H. Johns, Manager
Garlock, Inc.
Precision Seal Division
P. 0. Box 2359
Gastonia NC 28052
SUBJECT: Special Order By Consent
Garlock, Inc.
Precision Seal Division
Gaston County
Dear Mr. Johns:
This letter is to forward the original and three (3) copies of a
Special Order by Consent which, if executed by the Company, will be pre-
sented to the Environmental lanagement Commission for approval. The Order
recognizes the Company's desire to comply with appropriate provisions of
P. L. 92-500, as amended. The Order recognizes that, despite the desire and
intent to comply, the construction of additional wastewater treatment facilities
will be required to meet the final effluent limitations to protect the water
quality in the receiving stream.
The Company will be e-nected to continue to operate and maintain existing
wastewater treatment facilities described in NPDES Permit No. NC0004260
except as are allowed by the attached Special Order by Consent. If you have
any questions or concern about any term or condition contained in the Order,
please contact Mr. Craig Bromby, Enforcement Officer, at 919/733-7247. This
Special Order by Consent is to be signed and returned within fourteen (14)
days after receipt.
Sincerely,
A. F . McRorie
Director
Attachment
cc: Mr. Robert A. Carter
Mr. Paul J. Traina
Mr. Rex Gleason

NORTH CAROLINA
SPECIAL ORDER BY CONSENT
EMC WQ 78-31
GASTON COUNTY
IN THE MATTER OF DISCHARGES TO
INADEQUATELY TREATED WASTEWATERS
FROM GARLOCK, INC. - PRECISION
SEAL DIVISION
GASTON COUNTY, NORTH CAROLINA
THIS ORDER BY CONSENT made and entered into by Garlock, Inc. - Precision
Seal Division, a corporation incorporated into the State of North Carolina, having
its home offices near Gastonia, North Carolina, hereinafter referred to as the
COMPANY, with the North Carolina Environmental Management Commission, an agency
of the State of North Carolina, hereinafter referred to as the COMMISSION.
WITNESSETH:
I. The COMPANY does hereby stipulate as follows:
A. That it owns and operates waste treatment facilities located in Gaston
County, North Carolina, and in operating does discharge treated waste-
water to Crowders Creek, which is classified "C", in the Catawba River
Basin under NPDES Permit No. NC0004260.
B. The COMPANY will be unable to comply with final effluent limitations
required by the COMMISSION to protect water Quality in the receiving
stream without construction of additional wastewater treatment
facilities.
II. The COMPANY and the COMMISSION recognize the following:
A. The record of performance of the present waste treatment facility
indicates that the COMPANY is able to onerate and maintain facilities
so as to provide only partial treatment of the wastewater discharge.
B. The COMPANY in order to achieve compliance with final effluent limits
and to minimize impact on water quality in Crowders Creek, must con-
struct additional facilities.
C. The construction of additional facilities shall include the following:
(1) A physical-chemical wastewater treatment system consisiting of
and equalization basin, pH adjustment, alum and lime feed units
and mixing basins, clarification, sludge dewatering facilities,
and a final filtration system.
III. The COMPANY, desiring to comply with the legal requirements of the COMMISSION

Page Tw
regarding waste disposal and with all pertinent provisions of the law and
applicable rules and regulations of the COMMISSION, does hereby agree to
do and perform all of the following things:
A. Continue to operate and maintain all existing waste treatment
facilities so as to meet the following interim effluent limitations
for outfall serial number 001:
Effluent Characteristics Discharge Limitations
kg/day(lbsJday) Other Units(Specif_y:
Daily Daily Daily Daily
Average Maximum Average Maximum
Flow-m3/day (MGD) 719(0.190)
BOD5 21.6(47.5) 32.3(71.3) 30 mg/1 45 mg/1
TSS 43.1(95.1) 64.7(142.6) 60 mg/1 90 mg/1
NH3 as N 10.8(23.8) 19.0(3Q.6) 15 mg/1 25 mg/1
Fecal Coliform Bacteria(Geometric Mean) 1000/100 ml 2000/100 ml
Oil and Grease 21.6(47.5) 3?.3(71.3) 30 mg/1 45 mg/1
Phenols 0.22(0.48) 0.36(0.79) 0.30 mg/1 0.50 mg/1
Cyanide 0.11(0.24) 0.14(0.32) 0.15 mg/1 0.20 mg/1
Chromium, Total 0.26(0.57) 0.39(0.86)
Copper o.26(0.57) 0.39(0.86)
Iron 4.63(10.2) 6.94(15.3)
Phosphorous 2.59(5.70) 3.90(8.60)
Zinc 3.63(8.00) 5.40(11.9)
The temperature shall be such as to not cause a temperature in the receiving
stream of 5°F above ambient stream water temperature.
The pH shall not be less than 6.0 standard units nor greater than 10.0 standard
units and shall be monitored as required by the North Carolina Division of
Environmental Management.
There shall be no discharge of floating solids or visible foam in other than
trace amounts.
Samples taken in complaince with the monitoring requirements specified in
NPDES Permit No. NC0004260 above shall be taken at the following location(s):
As required by the North Carolina Division of Environmental Management:
B. Operate and maintain waste treatment facilities so as to meet the
interim effluent limitations for outfall 001 during the following
period:
(1) Beginning on the effective date of this Order,
(2) And lasting until May 3, 1979.
C. Beginning as soon as possible and during the period which the interim
effluent limitations are effective the COMPANY shall enter into a
contract for the construction of and construct adequate wastewater
treatment facilities in accordance with the following schedule:

Page Three
(1 ) Upon authorization by the North Carolina Division of Environmental
Management, begin construction on or before June 19, 1978.
(2) Complete construction on or before March 30, 1979.
D. Compliance with final effluent limitations specified in NPDES Permit
No. NC 0004260 will be attained by May 4, 1979.
IV. Any violation of the terms and conditions of this Order, including failure
to consistently achieve the interim effluent limitations, may subject the
Company to enforcement action pursuant to N. C. G. S. 143-215.6, including
assessment of civil penalties .
This the day of , 1978.
Garlock, Inc. - Precision Seal Division
BY:
Chairman of the Board
N. C. Environmental Management Commission
BY:
Chairman
Approved and Accepted
Date:

DIVISION OF ENVIRONMENTAL MAAAGBMBI1T
July 13, 1978
Mr. William H. Johns, Manager
Garlock, Inc.
Precision Seal Division
P. 0. Box 2359
Gastonia NC 28052
SUBJECT: Special Order By Consent
Garlock, Inc.
Precision Seal Division
Gaston County
Dear Mr. Johns:
This letter is to forward the original and three (3) copies of a
Special Order by Consent which, if executed by the Company, will be pre-
sented to the Environmental 7anagement Commission for approval. The Order
recognizes the Company's desire to comply with appropriate provisions of
P. L. 92-500, as amended. The Order recognizes that, despite the desire and
intent to comply, the construction of additional wastewater treatment facilities
will be required to meet the final effluent limitations to protect the water
quality in the receiving stream.
The Company will be expected to continue to operate and maintain existing
wastewater treatment facilities described in ?1PDES Permit No. '1COO 04260
except as are allowed by the attached Special Order by Consent. If you have
any questions or concern about any term or condition contained in the Order,
please contact Mr. Craig Bromby, Enforcement Officer, at 919/733-7247. This
Special Order by Consent is to be signed and returned within fourteen (14)
days after receipt.
Sincerely,
A. F . McRorie
Director
Attachment
ea: Mr. Robert A. Carter
Mr. Paul J. Traina
Mr. lex Gleason

NORTH CAROLINA
SPECIAL ORDER BY CONSENT
EMC WQ 78-31
GASTON COUNTY
IN THE MATTER OF DISCHARGES TO
INADEQUATELY TREATED WASTEWATERS
FROM GARLOCK, INC. - PRECISION
SEAL DIVISION
GASTON COUNTY, NORTH CAROLINA
THIS ORDER BY CONSENT made and entered into by Garlock, Inc. - Precision
Seal Division, a corporation incorporated into the State of North Carolina, having
its home offices near Gastonia, North Carolina, hereinafter referred to as the
COMPANY, with the North Carolina Environmental Management Commission, an agency
of the State of North Carolina, hereinafter referred to as the COMMISSION.
WITNESSETH:
I. The COMPANY does hereby stipulate as follows:
A. That it owns and operates waste treatment facilities located in Gaston
County, North Carolina, and in operating does discharge treated waste-
water to Crowders Creek, which is classified "C", in the Catawba River
Basin under NPDES Permit No. NC0004260.
B. The COMPANY will be unable to comply with final effluent limitations
required by the COMMISSION to protect water nuality in the receiving
stream without construction of additional wastewater treatment
facilities.
II. The COMPANY and the COMMISSION recognize the following:
A. The record of performance of the present waste treatment facility
indicates that the COMPANY is able to onerate and maintain facilities
so as to provide only partial treatment of the wastewater discharge.
B. The COMPANY in order to achieve compliance with final effluent limits
and to minimize impact on water quality in Crowders Creek, must con-
struct additional facilities.
C. The construction of additional facilities shall include the following:
(1) A physical-chemical wastewater treatment system consisiting of
and equalization basin, pH adjustment, alum and lime feed units
and mixing basins, clarification, sludge dewatering facilities,
and a final filtration system.
III. The COMPANY, desiring to comply with the legal requirements of the COMMISSION

;111;7"--
Page T
regarding waste disposal and with all pertinent provisions of the law and
applicable rules and regulations of the COMMISSION, does hereby agree to
do and perform all of the following things:
A. Continue to operate and maintain all existing waste treatment
facilities so as to meet the following interim effluent limitations
for outfall serial number 001:
Effluent Characteristics Discharge Limitations
kg/day(lbs/day) Other Units(Specify)
Daily Daily Daily Daily
Average, Maximum Average Maximum
Flow-m3/day (MGD) 719(0.190)
BOD5 21.6(47.5) 32.3(71.3) 30 mg/1 45 mg/1
TSS 43.1(95.1) 64.7(142.6) 60 mg/1 90 mg/1
NH3 as N 10.8(23.8) 18.0(39.6) 15 mg/1 25 mg/1
Fecal Coliform Bacteria(Geometric Mean) 1n00/100 ml 2000/100 ml
Oil and Grease 21.6(47.5) 32.3(71.3) 30 mg/1 45 mg/1
Phenols 0.22(0.48) 9.36(0.79) 0.30 mg/1 0.50 mg/1
Cyanide 0.11(0.24) 0.14(0.32) 0.15 mg/1 0.20 mg/1
Chromium, Total 0.26(0.57) 0.39(0.86)
Copper o.26(0.57) 0.39(0.86)
Iron 4.63(10.2) 6.94(15.3)
Phosphorous 2.59(5.70) 3.90(8.60)
Zinc 3.63(8.00) 5.40(11.9)
The temperature shall be such as to not cause a temperature in the receiving
stream of 5°F above ambient stream water temperature.
The pH shall not be less than 6.0 standard units nor greater than 10.0 standard
units and shall be monitored as required by the North Carolina Division of
Environmental Management.
There shall be no discharge of floating solids or visible foam in other than
trace amounts.
Samples taken in complaince with the monitoring requirements specified in
NPDES Permit No. NC0004260 above shall be taken at the following location(s) :
As required by the North Carolina Division of Environmental Management:
B. Operate and maintain waste treatment facilities so as to meet the
interim effluent limitations for outfall 001 during the following
period:
(1) Beginning on the effective date of this Order,
(2) And lasting until May 3, 1979.
C. Beginning as soon as possible and during the period which the interim
effluent limitations are effective the COMPANY shall enter into a
contract for the construction of and construct adequate wastewater
treatment facilities in accordance with the following schedule:

Page Three
(1 ) Upon authorization by the North Carolina Division of Environmental
Management, begin construction on or before June 19, 1978.
(2) Complete construction on or before March 30, 1979.
D. Compliance with final effluent limitations specified in NPDES Permit
No. NC 0004260 will be attained by May 4, 1979.
IV. Any violation of the terms and conditions of this Order, including failure
to consistently achieve the interim effluent limitations, may subject the
Company to enforcement action pursuant to N. C. G. S. 143-215.6, including
assessment of civil penalties .
This the day of , 1978.
Garlock, Inc. - Precision Seal Division
BY:
Chairman of the Board
N. C. Environmental Management Commission
BY:
Chairman
Approved and Accepted
Date:

DIVISION OF ENVIRONMENTAL MANAGEMENT
July 13, 1978
Mr. William H. Johns, 'tanager
Garlock, Inc.
Precision Seal Division
P. O. Box 2359
Gastonia NC 28052
SUBJECT: Special Order By Consent
Garlock, Inc.
Precision Seal Division
Gaston County
Dear Mr. Johns:
This letter is to forward the original and three (3) copies of a
Special Order by Consent which, if executed by the Company, will be pre-
sented to the Environmental Management Commission for approval. The Order
recognizes the Company's desire to comply with appropriate provisions of
P. L. 92-500, as amended. The Order recognizes that, despite the desire and
intent to comply, the construction of additional wastewater treatment facilities
will be required to meet the final effluent limitations to protect the water
quality in the receiving stream.
The Company will be expected to continue to operate and maintain existing
wastewater treatment facilities described in NPDES Permit No. NC0Q04260
except as are allowed by the attached Special Order by Consent. If you have
any questions or concern about any term or condition contained in the Order,
please contact Mr. Craig Bromby, Enforcement Officer, at 919/733-7247. This
Special Order by Consent is to be signed and returned within fourteen (14)
days after receipt.
Sincerely,
A. P . IcRorie
Director
Attachment
cc: Mr. Robert A. Carter
Mr. Paul J. Traina
Ir. Rex Gleason

NORTH CAROLINA
SPECIAL ORDER BY CONSENT
EMC WQ 78-31
GASTON COUNTY
IN THE MATTER OF DISCHARGES TO
INADEQUATELY TREATED WASTEWATERS
FROM GARLOCK, INC. - PRECISION
SEAL DIVISION
GASTON COUNTY, NORTH CAROLINA
THIS ORDER BY CONSENT made and entered into by Garlock, Inc. - Precision
Seal Division, a corporation incorporated into the State of North Carolina, having
its home offices near Gastonia, North Carolina, hereinafter referred to as the
COMPANY, with the North Carolina Environmental Management Commission, an agency
of the State of North Carolina, hereinafter referred to as the COMMISSION.
WITNESSETH:
I. The COMPANY does hereby stipulate as follows:
A. That it owns and operates waste treatment facilities located in Gaston
County, North Carolina, and in operating does discharge treated waste-
water to Crowders Creek, which is classified "C", in the Catawba River
Basin under NPDES Permit No. NC0004260.
B. The COMPANY will be unable to comply with final effluent limitations
required by the COMMISSION to protect water nuality in the receiving
stream without construction of additional wastewater treatment
facilities.
II. The COMPANY and the COMMISSION recognize the following:
A. The record of performance of the present waste treatment facility
indicates that the COMPANY is able to operate and maintain facilities
so as to provide only partial treatment of the wastewater discharge.
B. The COMPANY in order to achieve compliance with final effluent limits
and to minimize impact on water quality in Crowders Creek, must con-
struct additional facilities.
C. The construction of additional facilities shall include the following:
(1) A physical-chemical wastewater treatment system consisiting of
and equalization basin, pH adjustment, alum and lime feed units
and mixing basins, clarification, sludge dewatering facilities,
and a final filtration system.
III. The COMPANY, desiring to comply with the legal requirements of the COMMISSION

`y0 .ji'F
t Page Two
regarding waste disposal and with all pertinent provisions of the law and
applicable rules and regulations of the COMMISSION, does hereby agree to
do and perform all of the following things:
A. Continue to operate and maintain all existing waste treatment
facilities so as to meet the following interim effluent limitations
for outfall serial number 001:
Effluent. Characteristics Discharge Limitations
kg/day(lbs/day) Other Units(Specify)
Daily Daily Daily Daily
Average Maximum Average Maximum
Flow-m3/day (MGD) 719(0.190)
BOD5 21.6(47.5 32.3(71.3) 30 mg/1 45 mg/1
TSS 43.1 95.1) 54.7(142.6) 60 mg/1 90 mg/1
NH3 as N 10.8(23.8) 18.0(39.6) 15 mg/1 25 mg/1
Fecal Coliform Bacteria(Geometric Mean) 1000/100 ml 2000/100 ml
Oil and Grease 21.6(47.5) 32.3(71.3) 30 mg/1 45 mg/1
Phenols 0.22(0.48) '1.36(0.79) 0.30 mg/1 0.50 mg/1
Cyanide 0.11(0.24) 0. 14(0.32) 0.15 mg/1 0.20 mg/1
Chromium, Total 0.26(0.57) 0.30(0.86)
Copper o.26(0.57) 0.39(0.86)
Iron 4.63(10.2) 6.94(15.3)
Phosphorous 2.59(5.70) 3.90(8.60)
Zinc 3.63(8.00) 5.40(11.9)
The temperature shall be such as to not cause a temperature in the recEiving
stream of 5°F above ambient stream water temperature.
The pH shall not be less than 6.0 standard units nor greater than 10.0 standard
units and shall be monitored as required by the North Carolina Division of
Environmental Management.
There shall be no discharge of floating solids or visible foam in other than
trace amounts.
Samples taken in complaince with the monitoring requirements specified in
NPDES Permit No. NC0004260 above shall be taken at the following location(s):
As required by the North Carolina Division of Environmental Management:
B. Operate and maintain waste treatment facilities so as to meet the
interim effluent limitations for outfall 001 during the following
period:
(1) Beginning on the effective date of this Order,
(2) And lasting until May 3, 1979.
C. Beginning as soon as possible and during the period which the interim
effluent limitations are effective the COMPANY shall enter into a
contract for the construction of and construct adequate wastewater
treatment facilities in accordance with the following schedule:

Page Three
• (1 ) Upon authorization by the North Carolina Division of Environmental
Management, begin construction on or before June 19, 1978.
(2) Complete construction on or before March 30, 1979.
D. Compliance with final effluent limitations specified in NPDES Permit
No. NC 0004260 will be attained by May 4, 1979.
IV. Any violation of the terms and conditions of this Order, including failure
to consistently achieve the interim effluent limitations, may subject the
Company to enforcement action pursuant to N. C. G. S. 143-215.6, including
assessment of civil penalties .
This the day of , 1978.
Garlock, Inc. - Precision Seal Division
BY:
Chairman of the Board
N. C. Environmental Management Commission
BY:
Chairman
Approved and Accepted
Date:

1
PIPIPPPF-- . •
•
•
•
•
DIVISION OF ENVIRONMENTAL MANAGEMENT
•
July 13, 1978
•
•
•
4r. William H. Johns, 4enaver
Garlock, Inc.
Precision Seal Division
P. O. Box 1159
Gastonia AC 28052
•
• SUBJECT: Special Order By Consent
larloet, Inc.
Preciaict Seal nivirion
eton County
Dear 1r. Johns
This :Letter is to forward the original. and three 0) copies nf a
Special Order Consent Alich, if execatel the Compiny, T,111 be pre-
seated to the Envirowlentn1 '.:.ahagement Co711.istioo for arproval. The Order
•
recognizes Ote Coripany's desire to comply 1.1.C! appropriate provisions of
P. L. 92-500, sa aAended. 1Th° Order recognises that, despite the desire and
intent to comply, the construction of additloasl •A4.3tAtOT trastnent facilities
will be required to oeet the final effluent limitations to protect the water
quality iu the' receivin streaM.
The Company will be expected to continue to operate acid maintain existing
• wastewater treatment facilities described in NP;ILS. Permit :.;o. W004260
except as :are allowed by the artacheil Fpeeial Order by ,7oAsent. If you have
any questions or concern al)ont any tern or condition contained in the Order,
please contact Mr. Craig Bromby, 7'nforclamant ( fficer, at )1)/733-7247. This
Special Order by Consent is to be signed and returned within fourteen (14) •
days after receipt. •
Sincerely,
A. P . tRorie
Director
Attachment
cc: Mr. Robert A. Carter
Mr. Paul J. Trains
At. Rex Gleason
. • • . • •

1/111111111
NORTH CAROLINA
SPECIAL ORDER BY CONSENT
EMC WO 78-31
GASTON COUNTY
IN THE MATTER OF DISCHARGES TO
INADEQUATELY TREATED WASTEWATERS
FROM GARLOCK, INC. - PRECISION
SEAL DIVISION
GASTON COUNTY, NORTH CAROLINA
THIS ORDER BY CONSENT made and entered into by Garlock, Inc. - Precision
Seal Division, a corporation incorporated into the State of North Carolina, having
its home offices near Gastonia, North Carolina, hereinafter referred to as the
COMPANY, with the North Carolina Environmental Management Commission, an agency
of the State of North Carolina, hereinafter referred to as the COMMISSION.
WITNESSETH:
I. The COMPANY does hereby stipulate as follows:
A. That it owns and operates waste treatment facilities located in Gaston
County, North Carolina, and in operating does discharge treated waste-
water to Crowders Creek, which is classified "C", in the Catawba River
Basin under NPDES Permit No. NC0004260.
B. The COMPANY will be unable to comply with final effluent limitations
required by the COMMISSION to protect water nuality in the receiving
stream without construction of additional wastewater treatment
facilities.
II. The COMPANY and the COMMISSION recognize the following:
A. The record of performance of the present waste treatment facility
indicates that the COMPANY is able to overate and maintain facilities
so as to provide only partial treatment of the wastewater discharge.
B. The COMPANY in order to achieve compliance with final effluent limits
and to minimize impact on water quality in Crowders Creek, must con-
struct additional facilities.
C. The construction of additional facilities shall include the following:
(1) A physical-chemical wastewater treatment system consisiting of
and equalization basin, pH adjustment, alum and lime feed units
and mixing basins, clarification, sludge dewatering facilities,
and a final filtration system.
III. The COMPANY, desiring to comply with the legal requirements of the COMMISSION

;;;;;Ir
Page Tw
regarding waste disposal and with all pertinent provisions of the law and
applicable rules and regulations of the COMMISSION, does hereby agree to
do and perform all of the following things:
A. Continue to operate and maintain all existing waste treatment
facilities so as to meet the following interim effluent limitations
for outfall serial number 001:
Effluent Characteristics Discharge Limitations
kg/day(lbs/day) Other Units(Specify
Daily Daily Daily Daily
Average Maximum Average Maximum
Flow-m3/day (MGD) 719(0.190)
BOD5 21.6(47.5) 32.3(71.3) 30 mg/1 45 mg/1
TSS 43.1(95.1) 64.7(142.6) 60 mg/1 90 mg/1
NH3 as N 10.8(23.8) 18.0(39.6) 15 mg/1 25 mg/1
Fecal Coliform Bacteria(Geometric Mean) 1000/100 ml 2000/100 ml
Oil and Grease 21.6(47.5) 32.3(71.3) 30 mg/1 45 mg/1
Phenols 0.22(0.48) 0.36(0.79) 0.30 mg/1 0.50 mg/1
Cyanide 0.11(0.24) 0.14(0.32) 0.15 mg/1 0.20 mg/1
Chromium, Total 0.26(0.57) 0.39(0.86)
Copper o.26(0.57) 0.39(0.86)
Iron 4.63(10.2) F.94(15.3)
Phosphorous 2.59(5.70) 3.90(8.60)
Zinc 3.63(8.00) 5.40(11.9)
The temperature shall be such as to not cause a temperature in the receiving
stream of 5°F above ambient stream water temperature.
The pH shall not be less than 6.0 standard units nor greater than 10.0 standard
units and shall be monitored as required by the North Carolina Division of
Environmental Management.
There shall be no discharge of floating solids or visible foam in other than
trace amounts.
Samples taken in complaince with the monitoring requirements specified in
NPDES Permit No. NC0004260 above shall he taken at the following location(s):
As required by the North Carolina Division of Environmental Management:
B. Operate and maintain waste treatment facilities so as to meet the
interim effluent limitations for outfall 001 during the following
period:
(1) Beginning on the effective date of this Order,
(2) And lasting until May 3, 1979.
C. Beginning as soon as possible and during the period which the interim
effluent limitations are effective the COMPANY shall enter into a
contract for the construction of and construct adequate wastewater
treatment facilities in accordance with the following schedule:

Page Three
(1 ) Upon authorization by the North Carolina Division of Environmental
Management, begin construction on or before June 19, 1978.
(2) Complete construction on or before March 30, 1979.
D. Compliance with final effluent limitations specified in NPDES Permit
No. NC 0004260 will be attained by May 4, 1979.
IV. Any violation of the terms and conditions of this Order, including failure
to consistently achieve the interim effluent limitations, may subject the
Company to enforcement action pursuant to N. C. G. S. 143-215.6, including
assessment of civil penalties .
This the day of , 1978.
Garlock, Inc. - Precision Seal Division
BY:
Chairman of the Board
N. C. Environmental Management Commission
BY:
Chairman
Approved and Accepted
Date:

Fact Sheet
re
Special Order by Consent
Precision Seal Division-Garlock, Inc.
NPDES Permit No. NC 0004260
Gaston County, North Carolina
Applicant's Name: Precision Seal Division-Garlock, Inc.
Applicant's Mailing Address: Post Office Box 2359
Gastonia, North Carolina 28052
Location of Facility: 4307 South York Road (Highway U. S. 321 ), south of
Gastonia
Existing Wastewater Treatment Facilities: 14,000 GPD domestic wastewater
treatment plant consisting of an
aeration basin, clarifier, and
chlorination facilities; and a 2160
GPD grease trap for process wastewater.
Proposed Facilities: A physical-chemical wastewater treatment plant consisting
of an equalization basin, pH adjustment, alum and lime
feed units and mixing basins, clarification, sludge
dewatering, and final filtration.
Receiving Stream: Crowders Creek in the Catawba River Basin.
7Q10 - 2.7 cfs. Classification - "C"
Type of Wastewater : Process wastewater from zinc phosphatizing and chrome
plating and domestic wastewater from employees.
Final Effluent Limitations: Effective on the date of issuance of the revised
NPDES Permit
Parameter Limitation
Daily Average Daily Maximum
Flow 0.148 MGD
BOD5 30 mg/1 45 mg/1
TSS 30 mg/1 45• mg/1
NH3 as N 14 mg/1 21 mg/1
Fecal Coliform Bacteria 1000/100 ml 2000/100 ml
(Geometric Mean)
Oil and Grease 10 mg/1 15 mg/1
Phenols 0.20 mg/1 0.2 mg/1
Cyanide 0.10 mg/1 0.10 mg/1
Chromium, Total 0.22 lb/day 0.44 lb/day
Copper 0.22 lb/day 0.44 lb/day
Iron 0.44 lb/day 0.88 lb/day
Phosphorous 0.44 lb/day 0.88 lb/day
Zinc 0.22 lb/day 0.44 lb/day
pH 6-9 s.u.

Page Two
Interim Effluent Limitations : Specified in Special Order by Consent
Parameter Limitations
Daily Average Daily Maximum
Flow 0.190 MGD
BOD5 30 mg/1 45 mg/1
TSS 60 mg/1 90 mg/1
NH3 as N 15 mg/1 25 mg/1
Fecal Coliform Bacteria
(Geometric Mean) 1000/100 ml 2000/100 ml
Oil and Grease 30 mg/1 45 mg/1
Phenols 0.30 mg/1 0.50 mg/1
Cyanide 0.15 mg/1 0.20mg/1
Chromium, Total 0.57 lb/day 0.86 lb/day
Copper 0.57 lb/day 0.86 lb/day
Iron 10.2 lb/day 15.3 lb/day
Phosphorous 5.7 lb/day 8.6 lb/day
Zinc 8.0 lb/day 11 .9 lb/day
pH 6-10 s.u.
Compliance Schedule: 1 . Start construction of the proposed wastewater
treatment facilities on or before June 19, 1978.
2. Complete construction on or before March 30, 1979.
3. Attain operational level (meet all final effluent
limitations) on or before May 4, 1979.
Other Pertinent Information: The final effluent limitations are based upon
water quality standards, BPT guidelines, and Mr.
John Lank's letter of March 15, 1978 to Mr.
Bill Grayson of Charles T. Main, Inc.

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